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HomeMy WebLinkAbout25-0931 1565 Harrison St S-Bldg 1 & Site-City Approved Job Site Plans "'INYF�[.l fi TWIN MCI IS City of Twin Falls - a,�♦ Q�0 General Inspection Notes ese 5 0 9 3 NOTE: This is not a complete list and is not inclusive of all construction methods, materials or practices. These checklists are intended to serve as a guide for the items that cause the most issues during inspections and promote consistency in the application of the codes and standard practices. Compliance with all the provisions of applicable codes shall be required. The information in the checklists is not, or was it ever intended to be, all inclusive. It does not include all code or individual plan requirements. It is intended to reflect local policies, procedures practices within the City of Twin Falls. These checklists do not waive any specific code requirements not listed or allow for the decrease in the requirements of an engineered design. It also does not add requirements where the minimum of the code has been met. This page and all approved plans, associated documents, revisions and changes to the plans must be maintained on site and available for review at all times. FIRE BUILDING FINAL INSPECTION INFORMATION Fire Alarm Inspection: Footing/Foundation Inspection: COMMERCIAL OCCUPANCY * Fire alarm plans must be approved by the State Fire Marshal's office or if applicable the Twin Falls Fire Marshal *All re-bar must be tied in place at time of inspection. prior to installation and inspection. *All hold down anchors installed properly. Final inspections are required by multiple City Departments/Inspectors prior to getting your Certificate of Occupancy. * Fire alarm system must be wired to call out from a land line, or with a cell dialer. (Voice over IP is not allowed). Shear Inspection: Fire alarm system must be live and capable of calling the Twin Falls Dispatch Center on the day of testing. Make sure to have the approved set of plans and inspection card on site for all inspections. *All hold downs must be installed per approved plans and manufacturers installation guide. Fire Sprinkler Inspection: * Fasteners should not be overdriven and shiners should be removed and/or replaced. If you have Special Inspections: Once the required special inspections have been completed a final report needs to be submitted to the * Fire sprinkler plans must be approved by the State Fire Marshal's office prior to installation and inspection. Underground fire * Install the correct type of fastener at the correct spacing. building department certifying corrections of any discrepancies noted in the special inspection reports.This final report can be sprinkler line must be inspected by the Twin Falls Fire Department prior to being covered. submitted anytime before requesting occupancy. * Pipe or hose used for flushing the underground sprinkler line must be secure, incapable of movement,and is deemed safe Framing Inspection: by the inspector. Required Site Work inspections may be requested and completed as the work is done or as required by the specific department by * Rough to cover inspection and hydro testing must be completed before covering or tenting the above ground fire sprinkler *Accessibility standards are in compliance.(ICC A117.1-2009) contacting the following: system. * Required load paths to footing for all load points are installed. Planning and Zoning(parking and landscaping)---Planner-208-735-7270 or Office-208-735-7267 *Stair rise and treads must meet code requirements. Engineering(Retention, curb,gutter,sidewalk, drive approaches)--- Lab inspection line 208-735-3446 Kitchen Hood Inspections: *Min rise 4", Max rise 7", Max tread 11" Street Department(road cuts)---Office-208-736-2226 * Fire suppression system must be installed and ready for trip test(trip link, balloons, etc.) prior to inspection. *Min nosing is 3/4", Max nosing is 1 1/4"and cannot differ in length by more than 3/8" * Kitchen hood must be wired to initiate the fire alarm upon activation of the fire suppression system. (The only exception to Provide required up-lift protection for all trusses. When you are ready for any Fire Department inspections please call(extinguishers,fire/alarm/sprinkler systems): this is if the building does not require a fire alarm to be installed) - Fire Inspection Line-208-735-7338 *All electrical outlets, lighting,and appliances under the kitchen hood must shut down upon activation of the fire suppression Final Inspection: When you are ready for a building final inspection on the structure: system. * Landings to meet minimum code requirements. Make sure you have the final inspections on the plumbing,electrical,and mechanical work. * Main gas valve must be installed and must shut down upon activation of the fire suppression system. (Doors 1010.1.6, Ramps 1012.6,Stairs 1011.6) Call the building inspection line 208-735-7333. * Exhaust fan must be capable of running continuously upon activation of the fire suppression system. *Accessibility Standards are in compliance.(ICC A117.1-2009) All departments will be notified by this office to go do their final inspection. * Make up air must be capable of running continuously upon activation of the fire suppression system. * Egress door sign-age is posted and correct verbiage is used. Final Inspection: *"DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED" If there is an elevator in the building please contact the Division of Building Safety at the following link for any permits/inspections: *Correct hardware has been installed on all doors. http://dbs.idaho.gov/programs/industrial/fagEL.html *Address must be posted as outlined on the approved set of plans or previously approved by the Twin Falls Fire Marshal. *Panic hardware is installed where required. *Accessible hardware is installed where required. Once ALL the departments have signed the Certificate of Occupancy the Building Official will sign,and then it will be ready to be picked * Handrails shall be installed where required. up or emailed. ENGINEERING *Stairways shall have handrails on each side. To streamline and eliminate confusion regarding engineering department commercial permit inspections,the following will *All racking and shelving to be in place. If you need a Temporary Certificate of Occupancy there is a $1,000 refundable deposit required.All departments are required to sign need to be inspected prior to signing the Certificate of Occupancy.All inspections will be completed using the City of Twin *All Exit signs are field verified.(must be visible-nothing can block the line of sight) and give a list of outstanding issues. Once the temporary is all signed and the list made you will need to come in and sign stating you Falls approved(stamped) plans. * Maximum Occupancy signs posted where required. know what those issue are,that you will have them completed by the specified time,and will call for inspection as those items are *Special Inspection reports and balance reports need to be received by our office. completed. It is up to each department to determine if you meet their qualification for temporary occupancy. Storm Water Facility Inspections:(33 phases) * Inspection of excavation, including dimensions and geotextile fabric.All adjoining trenches leading to storm water facilities PLANNING&ZONING NOTE: If a building was originally done as a shell,the shell building permit is required to be finaled prior the tenant improvement also need to be excavated and inspected. permits can be finaled. In addition, if Temporary Occupancy is needed there will be$1,000 refundable deposit for each permit. * Inspection of storm drain pipes(per plans)need to be in place(not covered)for visual inspection.The drain rock must meet Landscaping ISPWC section 801 Drain Rock requirements.All pipe connections to storm water facilities must be completed. *City code allows us to issue a TCO with landscaping incomplete. However,we cannot extend * Inspection of completed storm water facilities with the above referenced drain rock and geotextile fabric showing proper the on a definTCOitive beyond the current planting season.This means that we will work with the applicant date of their choosing, but not typically beyond 2 3 months. cover and overlap. Trash Enclosures: Site Inspections: Please have the Address posted on site for all inspections. *Trash enclosures should be finished before a final inspection is requested, including the front *Verify that the parking lot layout(design)and striping matches the plans. gate on the enclosure. *Verify that the parking lot surface is an approved"hard"surface. Please have a printed COLOR copy of City Approved Plans on site for all inspections. *Verify that there is ADA compliant access from the Right-of-Way(ROW)to the building envelope. We cannot issue a TCO if this item is not completed. Right-Of-Way Inspections. *Verify driveway approach widths and locations according to plans. *Verify ADA compliance of Curb/Gutter,Sidewalks,and Sidewalk/Driveway combinations. *Verify ROW connections to other Agencies/Entities meet's ADA tolerances. 2018 IBC Section 105.4 Validity of Permit: Flood Plain Inspections: *Verify flood plain location and compare plans to the site. 2018 IBC Section 105.4 Validity of Permit: The issuance or granting of a permit shall not be a permit for, or approval of, any violation of any of the provisions of this code or of any other *Verify the commercial buildings are one foot above base flood elevation. ordinances of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The When ready for inspection please call the Engineering inspection line at 208.735.3446. For same day inspections,call before building official is authorized to prevent occupancy or use of a structure where in violation of this code or of any other ordinance of this jurisdiction. 7:30 am. Having these inspections approved when the work has been completed will ensure the Certificate of Occupancy is issued in a timely manner. Additional general comments specific to this permit Reviewer: Department Review Comments J.Victor: Building Safety Street Improvement&civil site plans specify"preliminary, not for construction". Provide"for construction" plans for review. J.Victor: Building Safety Exit door next to 8th grade classroom appears to be undersized for occupant load. Plans specify that only 1/3 of the upstairs will be egressing through that door, but there are only two stairways from the 2nd floor, so 1/2 of the occupant load from the 2nd floor would be exiting through this door. J.Victor: Building Safety Remove freestanding parking sign out of accessible parking stalls or make stall deeper than 20'. See sheet C.3.0 J.Victor: Building Safety Show slopes on site plan that shows that accessible route,accessible parking, and landings are no greater than a 2%slope. J.Victor: Building Safety Provide detail for 3 ramps going from accessible offloading areas to high back curb. Plans reference the ISPWC. Provide that detail on plans or draw one separately. CITY APPROVED PLANS J.Victor: Building Safety Provide striped crossing route where accessible route coming from the public way crosses over a vehicular way. See pg.C3.0. Also, provide detail of all ramps. Reviewedfar code compliance J.Victor: Building Safety Provide bookmarks on each sheet of the PDF for the architectural plans that reference the page number(ie...A0.01) Do not group the pages into a "folder" in the PDF or the page numbers will not be recognized by our review software. Also,only the PLANS MUST BE ON JOB SITE page number should be included in the bookmark(A-1,A-2,A-3,etc.) I can explain further if needed. FOR ALL INSPECTIONS J.Victor: Building Safety Provide drawings for light poles in parking lot. J.Victor: Building Safety Provide approval letter from SCPHD for school kitchen. Still missing. J.Victor: Building Safety Provide specs/drawings from Captive Aire for hoods,exhaust fans,and make up air units. Also, please verify that the make up air unit is conditioned per IMC section 508.1.1. J.Victor: Building Safety Verify that hoods are interconnected with equipment below and will not turn on until hood is operational. Show this on plans. See IMC section 507.1.1. A wall switch is not allowed. J.Victor: Building Safety Specify on plans that equipment below will turn off when hood suppression activates. Page 1 of 180 Reviewer: Department Review Comments J.Victor: Building Safety Missing ventilation calculations per IMC section 403.3.1.1. J.Victor: Building Safety Provide balance calculations on plans showing exhaust and make up air and how much the building will be positive or negative pressure. J.Victor: Building Safety Will there be any return air systems or common supply and return air systems over 2000 cfm's? If so, provide duct smoke detects and show on plans. J.Victor: Building Safety I see two pg M1.11 in the plans set. Please delete the one that doesn't apply. J.Victor: Building Safety Missing mechanical plans for 2nd floor pg M1.12. J.Victor: Building Safety I am not finding the detail H102A&H101 B from pg. M1.11. Please provide. J.Victor: Building Safety Verify that EIFS specified in detail 5 pg.A8.16 meets requirements of IBC section 1407. J.Victor: Building Safety Detail a on pg.A7.23 does not match with callout detail on window/counter at culinary kitchen on pg.A7.21. Should this be detail L? J.Victor: Building Safety Specify page that shear design is located on or provide. J.Victor: Building Safety Provide FULL listed and tested assembly on plans for rated walls. J.Victor: Building Safety Provide full engineered metal building plans from manufacturer. J.Victor: Building Safety Provide specs on grease interceptor for kitchen. J.Victor: Building Safety I could not locate where rise and run were specified on the stairs. Please provide. G. Hammett: Fire While every effort has been made to perform a complete and accurate plan review, it does not exempt the Fire Marshal's office from code requirements omitted from drawings that are identified during field inspections. Reviewer comments and markups included in final approved plan set. CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Page 2 of 180 BLD I .v yn 1i I kxeducation building twin falls , id 83301 drawing schedule structural symbols sheet# sheet name Rev. Rev.Date Sheet# Sheet Name Rev. Rev.Date u s0.01 structural cover sheet A, a0.01 cover sheet 2 4.21.25 s0.02 general notes l�,lFIII a0.02 code data s0.03 general notes Room nameame ROOM NAME&NUMBER a0.03 code plans 2 4.21.25 S1.01 foundation plan VI IIIIII a0.04 comcheck s1.02 second floor framing plan a0.10 wall types+fire assemblies 2 4.21.25 s1.03 roof framing plan OMATERIAL DESIGNATION a1.11 site plan 2 4.21.25 s2.01 brace frame elevations L. IIIIIIIIIIIIIIII IIIIII O EQUIPMENT DESIGNATION OFo 0 0 0 o m S3.01 wall sections civil s3.02 wall sections tot DOOR NUMBER m _e m sheet sheet name ev s4.01 enlarged plans ® � � # R . Rev.Date s5.01 concrete details OA WINDOW NUMBER ® El ® ® ® C.1.0 COVER SHEET 2 4.21.25 /L`J/III C.1.1 GENERAL NOTES 2 4.21.25 s5.02 foundation details on ls COLUMN GRID lo ,m C.1.3 LEGEND 2 4.21.25 s5.21 masonry t detains H J ® ® ® ID ® ® ® C.2.0 EXISTING CONDITIONS 2 4.21.25 C.3.0 SITE PLAN 2 4.21.25 s5.22 masonry details Di REVISION C.3.1 SITE PLAN DETAILS 2 4.21.25 s5.31 steel details C.4.0 GRADING PLAN 2 4.21.25 s5.32 steel details WALL TYPE s5.33 steel details �� C.5.0 DRAINAGE&UTILITY PLAN 2 4.21.25 C.5.1 DRAINAGE&UTILITIES DETAILS 2 4.21.25 S5.34 steel details o C.5.2 IRRIGATION PUMP DETAILS 1 2 4.21.25 S5.51 cold formed details BUILDING ELEVATION C53 IRRIGATION PUMP DETAILS 2 2 4.21.25 s5.52 cold formed details This document is the . . a0.00 property of erstad C.6.0 EROSION CONTROL 2 4.21.25 s6.01 schedules ARCHITECTS and is protected by U.S. and international laws. Use, t reproduction, or landscape mechanical modification of this INTERIOR ELEVATION document without first a ao.00 z sheet# sheet name Rev. Rev.Date Sheet# Sheet Name Rev. Rev.Date obtaining written project overview general notes permission of erstad L.1.0 LANDSCAPE PLAN 2 4.21.25 m0.01 mechanical cover sheet ARCHITECTS is prohibited. 3 L.2.0 LANDSCAPE DETAILS 2 4.21.25 m0.02 mechanical comcheck This document may not be used in any unauthorized t sIM CONSTRUCT A NEW 2 STORY BUILDING FOR ELEVATE ACADEMY IDAHO FALLS TO SERVE A 1. GENERAL CONTRACTOR SHALL CONSULT WITH ARCHITECT TO RESOLVE 1 3.0 IRRIGATION SPECIFICATIONS 2 4.21.25 m0.03 mechanical zoning plans 3 04.21.25 manner. ®2c25 At.ot DETAIL 6-12 CHARTER SCHOOL WITH AN ACADEMIC AND TECHNICAL PROGRAM MIX. ANY CHANGES,OMISSIONS,OR PLAN DISCREPANCIES PRIOR TO BIDDING m1.11 1st floor hvac plan 3 04.21.25 OR CONSTRUCTION. m1.12 2nd floor hvac plan PROJECT NAME: ELEVATE ACADEMY TWIN FALLS 2. GENERAL CONTRACTOR SHALL COORDINATE AND MANAGE ALL PORTIONS architectural m2.11 roof hvac plan 1 03.05.25 OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS WHICH Sheet# Sheet Name Rev. Rev.Date 1 SECTION PROJECT ADDRESS: HARRISON ST.SOUTH INCLUDE,BUT ARE NOT LIMITED TO,ARCHITECTURAL DRAWINGS AND a1.12 site plan m3.11 hvac details At.Ot TWIN FALLS,IDAHO CONSTRUCTION AGREEMENT CONTRACT. m3.12 hvac details 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, a2.11 first floor plan m3.13 hvac details ELEVATION COUNTY,STATE,AND FEDERAL CODES AND ORDINANCES. a2.12 second floor plan m4.11 hvac schedules 1 03.05.25 NAME LEVEL PARCEL NUMBER: RPT10S17E288400 4. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES. a2.13 roof plan 5. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS.NOTIFY ARCHITECT m4.12 hvac schedules 3 04.21.25 a3.11 elevations ILA OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. a4.11 sections LAND USE ZONE: R-4 6. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL WALLS,FLOORS,I plumbing CEILINGS,OR OTHER SURFACES THAT MAY BE DAMAGED DURING THE a4.21 wall sections _ SITE AREA: 9.9 ACRES COURSE OF THE WORK. a4.22 wall sections Sheet# Sheet Name Rev. Rev.Date 7. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE a5.11 first floor rcp p1.11 foundation plumbing plan SETBACKS: FRONT:20' AND DOCUMENT ALL CHANGES DURING CONSTRUCTION.THIS SET SHALL a5.12 second floor rcp 1st floor plumbing SIDE:7' BE A PART OF THE GENERAL CONTRACTORS CLOSE-OUT PACKAGE. p2.11 p g plan -1-0 O F REAR:20' 8. PREMISES TO BE'BROOM CLEAN'AND EMPTY OF ALL LOOSE ITEMS AND a6.11 equipment plan p2.12 2nd floor plumbing plan 1 M I 8 DEBRIS AT ALL TIMES. a6.12 stair plans&details p3.11 roof plumbing plan - PARKING REQUIRED: 9. DO NOT SCALE DRAWINGS. a6.13 elevator Ian&details O seuo NlniaPORT ROAo IS HILLS ao JUNIOR HIGH-2 PER ROOM. p p4.11 enlarged kitchen plumbing plans 1 03.05.25 •� � JUNIOR GRADE X 2 ROOMS EACH=12 SPACES a7.21 first floor finish plan p5.11 plumbing riser diagrams 1 03.05.25 ._ a7.22 second floor finish plan p6.11 plumbing details ^^++ a SITE SENIOR HIGH-1 PER EMPLOYEE AND FACULTY MEMBER AND 1 PER 4 STUDENTS. a7.23 interior elevations 1 03.05.25 p7.11 plumbing schedules 1 03.05.25 W o 9,10,11,12 GRADE X 69 STUDENTS=276=69 SPACES a7.24 restroom elevations = 36 STAFF=36 SPACES a8.11 site details 2 4.21.25 schedule of alternates a8.12 details electrical cQ v TOTAL:11+69+36=81 , a8.13 ceiling details Sheet# Sheet Name Rev. Rev.Date 1. DEDUCT ALTERNATE 1-ELECTRICAL GEAR TO BE PROCURRED SEPARATELY w! z PARKING PROVIDED: 116 2. DEDUCT ALTERNATE 2-POLISHED CONCRETE AT CAFETERIA a8.14 canopy details e0.01 electrical cover sheet , LINCOLN ROAD a8.15 roof details e0.02 lighting compliance report ^^++ ADA PARKING REQUIRED: 101-150 TOTAL SPACES=MINIMUM 5 ADA SPACES a8.16 window details e1.11 electrical site plan 1 03.05.25 W t a8.17 door details e2.11 1st floor fire alarm Ian 3 04.21.25 � BIKE REQUIRED: 0 p A! a8.18 interior details e2.12 2nd floor fire alarm plan M m vicinity map BIKE PROVIDED: 15 a8.19 millwork details e3.11 1st floor lighting plan / a9.11 door+window schedule e3.12 2nd floor lighting plan not to scale e5.11 1st floor power plan 1 03.05.25 e5.12 2nd floor power plan W e5.13 enlarged electrical kitchen plan 2 04.18.25 revision schedule 2 e6.11 2nd floor In e6.12 2nd floor s.s.plan e7.11 electrical roof plan 1 03.05.25 e8.11 one-line diagram revision: REV# TITLE REV DATE INCORPORATED VIA(ISSUE DATE) e8.12 electrical details e813 electrical details no. date 01 ADDENDUM 1 03.05.25 GMP . 1 addendum 1 03.05.25 02 CITY COMMENTS O4.21.25 ASI 01 e9.11 electrical schedules 2 04.18.25 2 city 4.21.25 e9.12 electrical schedules 1 03.05.25 comments e9.13 electrical schedules project: 231 106 CIZAeePPROVEDP l date: 04.21.25 .c.mnl+..� PLANS MUST RE ON IOR SITE FOR ALL INSPEnONS PERMIT electrical mechanical structural landscape civil contractor architectural SET musgrove engineering musgrove engineering axiom, pllc horrocks engineers horrocks engineers esi construction erstad ARCHITECTS thad mason jason rice kai risung justin Scott justin scott brandon lobo katrina kulm 234 s whisperwood way 234 s whisperwood way joe zeller 2194 snake river parkway 2194 snake river parkway 3330 e. louise dr. Ste. 300 ryan erstad boise, id. 83709 boise, id. 83709 121 s 8th street, Ste 401 suite 205 suite 205 meridian, id 83642 310 n. 5th street ph. (208) 384-0585 ph. (208) 384-0585 boise, id. 83702 idaho falls, id. 83402 idaho falls, id. 83402 ph. (208)362-3040 boise, id. 83702 cover sheet thadm@musgrovepa.com jasonr@musgrovepa.com ph. (208)639-4520 ph. (208) 607-4746 ph. (208)607-4746 brandonlobo@esiconstruction.com ph. (208) 331-9031 krisung@axiompllc.com jscott@horrocks.com jscott@horrocks.com kkulm@erstadarchitects.com jzeller@axiompllc.com ryan@em-werks.com a O■O Page 3 of 180 code summa CHAPTER 10 MEANS OF EGRESS TABLE 1004.5 MAXIMUM FLOOR AREA <l DEFERRED SUBMITTALS:Fire sprinkler(Underground NFPA 24 and Above Ground NFPA 13) LAW NFPA 13's AGENCY ADOPTED CODES: 20181NTERNATIONAL BUILDING CODE(IBC) ALLOWANCES PER OCCUPANT occupant load p 20181NTERNATIONAL ENERGY CONSERVATION CODE(IECC) E OCCUPANCY BUILDING ! N plans shall be sent to the Idaho State Fire Marshal's Office(ID SFM)for review and acceptance. K Wet fire sprinkler pipe shall 20171DAH0 STATE PLUMBING CODE WITH CAFETERIA SPACE �` L not be exposed t0 2023 NATIONAL ELECTRICAL CODE(NEC) function of space area of space net I gross occupant bad d� V P 20181NTERNATIONAL FIRE CODE(IFC) PER IBC 303.1.3:A ROOM Idaho State Fire Marshal temperatures below 40°F 20181NTERNATIONALMECHANICAL CODE(IMC) OR SPACE USED FOR net/20(see plan sfm.planreview@doi.idaho.gov P 20181NTERNATIONAL FUEL GAS CODE(IFGC) ASSEMBLY PURPOSES classroom 14891 breakdowns) 731 h CITY CODE(SEE TITLE 7 BUILDING REGULATIONS) THAT IS ASSOCIATED WITH gross 1150+conference A GROUP E OCCUPANCY IS business 632 +work room specific 55.52=56 Only licensed sprinkler contractors on the ID SFM approved list are allowed to submit fire sprinkler NOT CONSIDERED (see plans) plans IAW IDAPA 18.08.02 SEPARATE OCCUPANCY net/15(a�cafeteda+ CoTF:Building Regulations are Title 4. Title 7 is Health and Sanitation. assembly 2950 /7@cabby 231 FOR FIRE+LIFE-SAFETY Plans shall meet current 2018 IFC,NFPA 13&24,2019 ed.and be approved prior to installation. Additionally,Title 6 is Public Safety,which includes Fire Code items. CAFETERIA+ENTRY kitchen 1093 gross/200 5.485=6 PP P SPACES RUN AS net/50(seeplan ASSEMBLY vocational 4128 breakdowns) 101 All piping shall be inspected prior to covering.Fire Inspection Line 208-735-7338 CHAPTER3-OCCUPANCY CLASSIFICATION AND USE accesso 737gross/300 3.3=4 SECTION 302.1 OCCUPANCY CLASSIFICATION GROUP E-EDUCATION 1st Floor occupants 674 2nd floor occupants 454 SECTION 303.1.3 OCCUPANCY CLASSIFICATION A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E total occupants 1128 A backflow preventer shall be Installed to new fire sprinkler Systems. OCCUPANCY IS NOT CONSIDERED A SEPARATE OCCUPANCY Plans shall be sent to the ISFM for review and acceptance anytime a CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE secrloN loo5.3.1 STAIRWAYS 454(2ND FLOOR OCCUPANTS) backflow preventer is installed to an existing system. SECTION 424.2.6 CHILDREN'S PLAY STRUCTURES CHILDREN'S PLAY STRUCTURES SHALL BE CONSTRUCTED OF NONCOMBUSTIBLE MATERIALS PROVIDED WIDTH=66"CLEAR PROVIDED PER STAIR OR OF COMBUSTIBLE MATERAILS WHICH COMPLY WITH THE FOLLOWING: SECTION 1005.3.2 OTHER EGRESS COMPONENTS 1ST FLOOR EXIT DOORS:(674 OCCUPANTS 13 EXITS)225 X 0.15=33.75"MIN EACH EXIT DOOR 6.PLASTIC MATERIALS USED TO CONSTRUCT RIGID COMPONENTS OF SOFT- SEE CODE PLANS FOR EXIT DOOR SIZES Inspections:Fire Sprinkler;Underground(NFPA 24)and Above Ground(NFPA 13)inspections CONTAINED PLAY EQUIPMENT STRUCTURES(SLIDES)EXHIBITING A PEAK RATE OF are required to be conducted by the TF Fire Marshal's office,a City representative Or a verified HEAT RELEASE NOT EXCEEDING 400 kW/M-WHEN TESTED IN ACCORDANCE WITH ASTM E1354 AT AN INCIDENT HEAT FLUX OF 50 kW/m'IN THE HORIZONTAL TABLE 1006.2.1 COMMON PATH OF EGRESS 75'WITH SPRINKLERS third-party inspection company.Visual,hydro,flush,and final. ORIENTATION AT A THICKNESS OF 6mm. TABLE 1006.3.2 NUMBER OF EXITS AND EXIT 1-500=2 EXITS REQUIRED FROM STORY Only licensed sprinkler contractors(LSC)on the ISFM approved list are allowed to install CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS MAXIMUM ALLOWED PROVIDED ACCESS DOORWAYS 501-1000=3 EXITS REQUIRED FROM STORY underground fire sprinkler pipe.Underground installation may be subbed out,but the LSC is SECTION504.3 TYPE VB GROUPE-SM ACTUAL HEIGHT 33'-4"ABOVE GRADE 2 EXITS PROVIDED FROM 2ND STORY responsible for all underground between city connection and the fire riser. ALLOWABLE BUILDING HEIGHT 60'ABOVE GRADE 3 EXITS PROVIDED FROM 1ST STORY SECTION 504.4 TYPE VB GROUP E-SM ACTUAL STORIES 2 STORIES ABOVE GRADE SECTION 1007.1.1 EXIT AND EXIT ACCESS SEE CODE PLAN TO REVIEW COMPLIANCE ISFM Accepted plans Shall be On Site prior to Installation. ALLOWABLE STORIES 2STORIES ABOVE DOORWAY CONFIGURATION GRADE SECTION 506.2 TYPE VB GROUP E-SM ACTUAL AREA LEVEL 1 24,255 GSF SECTION 1009.1 ELEVATORS REQUIRED ELEVATOR PROVIDED All piping&appurtenances shall be inspected prior to covering.Inspection Line 208-735-7338 ALLOWABLE AREA 28,500 GSF/STORY LEVEL2 15.504 GSF TOTAL 39,759 GSF SECTION 1010.1.4.4 LOCKING ARRANGEMENTS IN EGRESS DOORS FROM CLASSROOMS,OFFICES,AND OTHER OCCUPIED ROOMS SHALL BE EDUCATIONAL OCCUPANCIES PERMITTED TO BE PROVIDED WITH LOCKING ARRANGEMENTSS DESIGNED TO KEEP INTRUDERS FROM ENTERING THE ROOM WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: 1. UNLOCKABLE FROM EXTERIOR WITH KEY Fire Sprinkler exterior control valve: SECTION 508.2.3 ACCESSORY OCCUPANCIES AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10%OF THE FLOOR 2. OPENABLE FROM WITHIN ROOM P AREA OF THE STORY IN WHICH THEY ARE LOCATED 3. NO MODIFICATIONS TO PANIC,FIRE DOOR,OR CLOSER HARDWARE SECTION 508.2.4 ACCESSORY OCCUPANCY NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES AND THE MAIN OCCUPANCY SECTION 1010.1.4.4.1 REMOTE OPERATION OF LOCKS PERMITTED-MUST COMPLY WITH SECTION 1010.1.4.4 A PIV(post indicating valve)or WPIV may be required IF there is no direct access from the SEPARATION exterior to the fire riser.If needed,it shall be provided in line with the riser in a location that is TABLE 508.4 OCCUPANCY SEPARATION NO SEPARATION REQUIREMENT BETWEEN A+E OCCUPANCIES TABLE 1017.2 EXIT ACCESS TRAVEL 250'WITH SPRINKLERS conspicuous and makes sense for responding fire crews.Location selected by TF Office of the DISTANCE Fire Marshal. Provide bollard protection if needed. TABLE 509 INCIDENTAL USES IN GROUP E OCCUPANCIES,LABORATORIES VOCATIONAL SHOPS NOT CLASSIFIED AS GROUP H REQUIRED TO HAVE 1 HOUR SEPARATION R PROVIDE AN AUTOMATIC SPRINKLER SYSTEM TABLE 1020.1 CORRIDOR FIRE-RESISTANCE FOR OCCUPANCY GROUP E,SPRINKLERED,CORRIDOR RATING OF 0 HR RATING This document is the property of erstad CHAPTER 6-TYPES OF CONSTRUCTION REQUIRED TABLE 1020.2 MINIMUM CORRIDOR WIDTH THE REQUIRED CAPACITY OF CORRIDORS SHALL BE DETERMINED AS SPECIFIED IN SECTION ARCHITECTS and is TYPE VB 1005.1,BUT THE MINIMUM WIDTH SHALL BE NOT LESS THAN 72"WHERE THE CORRIDOR SERVES protected b laws.and Use, MORE THAN 100 OCCUPANTS,AND NOT LESS THAN 44"WHERE IT SERVES LESS THAN 100 Signs are crucial for emergency response and fire inspections. OCCUPANTS reproduction, or The location of any fire and life safety systems should not be a TABLE 601 REQUIRED FIRE PRIMARY STRUCTURAL FRAME OHR modification of this RESISTIVE RATINGS EXTERIOR BEARING WALLS OHR document without first SECTION 1020.4,EXCEPTION 2 DEAD ENDS THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN mystery. The access pathways should have appropriate signage INTERIOR BEARING WALLS OHR obtaining written EXTERIOR NON-BEARING WALLS SEE BELOW ACCORDANCE WITH SECTION 903.3.1.1,THE LENGTH OF THE DEAD-END CORRIDORS SHALL NOT permission of erstad at all times. These systems include,but are not limited t0: INTERIOR NON-BEARING WALLS OHR EXCEED 50 FEET. ARCHITECTS is prohibited. FLOOR CONSTRUCTION OHR This document may not be FIRE RISER ROOM ROOF CONSTRUCTION OHR SECTION1028.5,EXCEPTION SAFE DISPERSAL AREA WHERE ACCESS TO A PUBLIC WAY CANNOT BE PROVIDED,A SAFE DISPERSAL AREA SHALL BE used in any unauthorized PROVIDED WHERE ALL OF THE FOLLOWING ARE MET: manner. 62025 -FACP TABLE 602 FIRE-RESISTANCE X 5 FT = 1 HR 1. THE AREA SHALL BE OF A SIZE TO ACCOMODATE NOT LESS THAN 5 SF FOR EACH -FIRE PUMP ROOM RATING FOR EXTERIOR 5FT s X 10 FT = 1HR PERSON NON-BEARING WALLS 10 FT s X < 30 FT = OHR 2. THE AREA SHALL BE LOCATED ON THE SAME LOT NOT LESS THAN 50 FT AWAY -ERRC ROOM 30 FT 5 X = OHR FROM THE BUILDING REQUIRING EGRESS 3. THE AREA SHALL BE PERMANENTLY MAINTAINED AND IDENTIFIED AS A SAFE -FIRE DOOR DO NOT BLOCK DISPERSALAREA FIRE DOOR KEEP CLOSED CHAPTER 7-FIRE AND SMOKE PROTECTION FEATURES 4. THE AREA SHALL BE PROVIDED WITH A SAFE AND UNOBSTRUCTED PATH OF -FDC(with premises address) TABLE 705.E EXTERIOR WALL OPENINGS 30'OR GREATER NO LIMIT(NL),UNPROTECTED,SPRINKLERED(UP,S) TRAVEL FROM THE BUILDING BASE SEPARATION DISTANCE D ON SEE SITE PLAN FOR SAFE DISPERSAL AREA = SECTION 712.1.9 TWO-STORY OPENINGS A VERTICAL OPENING IS ALLOWED WHERE IT DOES NOT: CHAPTER 11-ACCESSIBILITY Inspections:Fire Sprinkler;Underground(NFPA 24)and CONNECT MORE THAN TWO STORIES DOES NOT PENETRATE AN ASSEMBLY THAT SEPARATES FIRE AREAS OR SMOKE Above Ground(NFPA 13)inspections are required to be BARRIERS SECTION 1104 ACCESSIBLE ROUTE SEE SITE PLAN FOR ACCESSIBLE ROUTE S NOT CONCEALED WITHIN OF CONSTRUCTION conducted by the TF Fire Marshals office,a City S NOT OPEN TO NON-SPRINKLEREDCORR DOR WALL OR FLOOR ASSEMBLY representative or a verified third-party inspection company.Visual,hydro,flush,and final. SECTION 713.4 FIRE-RESISTANCE RATING SHAFT ENCLOSURES SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 1 HOUR SECTION 1106 PARKING AND PASSENGER TOTAL PARKING PROVIDED MINIMUM REQUIRED ACCESSIBLE SPACES r P y' y WHERE CONNECTING LESS THAN FOUR STORIES LOADING FACILITIES 76 TO 100 4 SPACES Onlylid sprinkler contractors LSC on the ISFM SECTION 717.6.3 NONFIRE-RESISTANCE-RATED NON FIRE RATED FLOOR ASSEMBLY EXCEPTION#2:DUCT CONNECTS NOT MORE THAN TWO cense (LSC) FLOOR ASSEMBLIES STORIES&THE ANNULAR SPACE AROUND THE PENETRATING DUCT IS PROTECTED WITH AN 101 TO 150 5 SPACES O C approved list are allowed to install underground fire APPROVED NONCOMBUSTIBLE MATERIAL THAT RESISTS THE PASSAGE OF FLAME&THE 151 TO 200 6 SPACES sprinkler pipe.Underground installation may be subbed PRODUCTS OF COMBUSTION out,but the LSC is responsible for all underground between city connection and the fire riser. CHAPTER 8-INTERIOR FINISHES SECTION 1106.5 VAN SPACES 1 PER EVERY 6 OR FRACTION OF 6 ACCESSIBLE SPACES E aN SECTION 803.1.2 CLASS BASED ON FLAME CLASS A=FLAME SPREAD INDEX 0-25; SMOKE-DEVELOPED INDEX 0-450. O ISFM Accepted plans shall be On site prior to Installation. SPREAD AND SMOKE- CLASS B=FLAME SPREAD INDEX 26-75; SMOKE-DEVELOPED INDEX 0-450. (� DEVELOPED INDICES PER CLASS C=FLAME SPREAD INDEX 76-200; SMOKE-DEVELOPED INDEX 0-450. ASTM E84 OR UL 723 All piping&appurtenances shall be inspected prior to TABLE 803.13 INTERIOR WALL AND CEILING REQUIRED FIRE CLASS RATING FOR FINISHES IN A SPRINKLERED BUILDING BASED ON OCCUPANCY CHAPTER 29-PLUMBING SYSTEMS •� P P 9 PP P P FINISH REQUIREMENTS BASED (INDIVIDUAL ROOM OCCUPANCY GROUPS CAN BE FOUND ON LIFE SAFETY OCCUPANT LOAD covering.Inspection Line 208-735-7338 ON OCCUPANCY SCHEDULE TABLE) SECTION 2902.1.1 FIXTURE CALCULATIONS FRACTIONAL NUMBERS RESULTING FROM APPLYING TO FIXTURE RATIOS SHALL BE ROUNDED M a••r UP.FOR CALCULATIONS INVOLVING MULTIPLE OCCUPANCIES,SUCH FRACTIONAL NUMBERS INTERIOR EXIT STAIRWAYS CORRIDORS AND ROOMS AND FOR EACH OCCUPANCY SHALL FIRST BE SUMMED AND THEN ROUNDED UP TO THE NEXT GROUP AND RAMPS AND ENCLOSURE FOR EXIT ENCLOSED WHOLE NUMBER }+ EXITPASSAGEWAYS ACCESS STAIRWAYS SPACES AND RAMPS SECTION 2902.1.2 SINGLE-USER FACILITIES AND BATHING ROOMS SHALL BE IDENTIFIED FOR USE BY EITHER SEX M E/B B C C /> TABLE 2902.1 MINIMUM NUMBER OF OCCUPANT WATER CLOSET LAVATORY DRINKING OTHER CHAPTER 9-FIRE PROTECTION AND LIFE SAFETY SYSTEMS REQUIRED PLUMBING FIXTURES LOAD FOUNTAIN L� SECTION 903.2.3 GROUP E SPRINKLERS REQUIRED 75'TravelDistance. Not"between" EOCCUPANCY: OCCE 1 PER 50(M+W) 1 PER 50(M+W) I PER 100 1SERVICE SECTION 903.3.1.1 NFPA 13 SPRINKLER SYSTEMS AUTOMATIC SPRINKLER SYSTEM TO BE INSTALLED IN ACCORDANCE WITH NFPA 13 (CLASSROOM+BUSINESS 897/2 M+W =8.97+8.97 =8.97+8.97 =8.97 SINK FEs.Depending on travel path,could SECTION 906 FIRE EXTINGUISHERS TRAVEL LIMITATION OF 75 FEET B EEN EXTINGUISHERS +KITCHEN+VOCATIONAL =448.5 =18 =18 be up to 110'-150'between FEs at SECTION 907.2.3 FIRE ALARM INTERCONNECTED FIRE ALARMS REQUIRED PER SECTION 907.5.2.2+907.6 +ACCESSORY) _ _ _ _ _ _ _ _ _ _ _ _ _ EMERGENCY VOICE/ALARM SYSTEM PROVIDED NON-SIMULTANEOUS USE: ASSEMBLY M:1 PER 125 1 PER 200(M+W) 1 PER 500 revision: IFC FIRE FLOW REQUIREMENT TYPE VB,39,759 S.F.,RECOMMENDED 5,500 GPM,4 HOURS 231 -0.924 =0.5775+0.5775 =0.462 TABLES B105.1.(2)&B105.2 EXCEPTION:A REDUCTION IN REQUIRED FIRE-FLOW OF UP TO 75%,AS APPROVED, M:115.5 W:1 PER 65 =2 no. desc. date IS ALLOWED WHENT HE BUILDING IS PROVIDED WITH AN APPROVED AUTOMATIC W:115.5 =1.78 SPRINKLER SYSTEM INSTALLED,THE RESULTING FIRE FLOW SHALL NOT BE LESS THAN 1,500 GPM. =3 REQUIRED 21118 W/NON- 20118 W/NON- 10/9 W/NON- 1 SIMULTANEOUS SIMULTANEOUS USE SIMULTENEOUS USE REDUCTION REDUCTION USE REDUCTION PROVIDED 19 18 10 1 CHAPTER 30"ELEVATORS AND CONVEYING SYSTEMS SECTION 3002.1 HOISTWAY ENCLOSURE HOISTWAY ENCLOSURE TO BE RATED AS REQUIRED PER SECTION 713-SEE CODE PLAN FOR PROTECTION ASSEMBLY USED. project: 231106 date: 02.1 1.25 permit set CITY APPROVED PLANS code data PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS a0.02 Page 4 of 180 Posting of Occupant Load Signs IAW 2018 IFC 1004.9 g a single user break/work room Every room or space that is an Assembly E �11 single user janitor Occupancy shall have the occupant load of the 232 234 233 F 235 room or space posted in a conspicuous place, 302 S storage near the main exit or exit access doorway from the BUSINESS-T+C 36 SF ACCESSORY 15=21 OCC. 300 GROSS 218 room or space,for the intended configurations. 278 SF ACCESSORY Posted signs shall be of an approved legible 300 GROSS permanent design and shall be maintained by the owner or the owner's authorized agent. criminal justice I OF TRAVEL (75-AX))H 228 L L eleventh grade I tenth grade tenth grade ninth grade 1079 SF _ I 222 220 FIRE EXTINGUISHER REQUIREMENTS VOCATIONAL 0 0 226 224 so=zzocc. � I � 793 SF I IAW 2018 IFC 906 and NFPA 10,2018 ed. single user 800 SF 0 794 SF cLAssxooM I 793 SF 231 �0=400CC. CLASSROOM CLASSROOM CLASSROOM el�tor single user z0=4000C. zo=ao occ. 20=40 OCC. Install portable fire extinguishers with a 9 I 212 minimum rating of 2A-10B:C. 230 36^ 36" 36" 36" I u IIIIII n ,m I I I I 1 HOUR RATED The travel distance from an extinguisher shall O not exceed 75 feet. L — — °LLL r "Illllllluuuul uuuululuul 24T EXIT ACCESS I IIIIII IIIIII west stair I I 206 EXIT ACCESS DISTANCE DISTANCE corridor s2b 36"� I pV1 —1-77-1-1 FEC 36"'1 F6"- FEC I T I L ROOF BELOW corridor 0 I O TI - 36"� 36" 36" 36" L T — — — — — — L 69'-0"COMMON PATH A A I OF TRAVEL(75'MAX) =J of eleventh grade I eleventh grade tenth grade ninth grade L - � east stair 225 I 223 221 219 s1b 788 S>F I 792 S5 787 SF 785 S� - - O CLASSROOM I CLASSROOM CLASSROOM CLASSROOM O 20=40 OCC. L — —— ——20=40 OCC. 20=40 OCC. 20=40 OCC. twelfth grade twelfth grade 229 227 This document is the nd 884S� 891SF/ property of erstod U.S. III�iI II�I��I— ARCHITECTS and is LCLASSROOM CLASSROOM LJ��' internattio'aed l laws.a Use, 20=41 OCC. 20=41 OCC. storage reproduction, or 217 modification of this document without first obtaining written permission 99SFCCESSORY rstad ARCHITECTS fseprohibited. This document may not be 300 GROSS used in any unauthorized manner. 02025 second floor code plan 3/32"=1'-0" maintenance fire riser 114 113 elevator EXIT equipment 225 OCCUPANTS(1/31ST FLOOR Office 79 SF 78 SF TOTAL)X0.15=33.75"MIN Office ACCESSORY ACCESSORY 112b 114 OCCUPANTS(1/42ND FLOOR office office 135a 135b OFFICE 300 GROSS 300 GROSS 84 SF ACCESSORY TOTAL)X0.15=17.1"MIN F 141 142 50 GROSS 169 SF 170 SF 15 0 GROSS 2 maintenance Lt. 300 GROSS girls 2" 125 S>F 111 SF 18 `p 1 118A OFFICE OFFICE ' 225 OCCUPANTS(1/3 1ST FLOOR TOTAL)X 0.15-33.75"MIN elevator 103 150 GROSS 150 GROSS M Mgt 2270CCUPANTS(1/22ND FLOOR TOTAL)X0.15=34.05"MIN 455E 42 SF S /0 OFGROSS 3 0 GROSS -1 112 boys medical arts T�11 an ry 28 1 0 conference1093 SF 72" 143 W C /OCATIONAL I eighth grade eighth grade sixth grade So=22 Occ. I 126 124 122 a.0 - - - _ IObby FEC 804 SF 802$F 802 SF 0 0 0 0 0 101 1z cHAIRs `v V C / / / sixth grade L o � U . OftICe I CLASSROOM CLASSROOM CLASSROOM F�r'/ OFFICE O O 0 385 S/ EMBLv t[ T 145 4+ 134 1FFICIE s FEC 20=41occ. 20=41OCC. 20=41occ. 120 / storage 3 - - - 665$� 7=54 occ. ^+ 75 SF I cu SROOM ece lion I VI OftICe I 36" 36" 36" 36" 20=340CC.FFICI office Office office 1 0 I y61 S�ccessoav }� 133 1 0 GROSS L Ji kOU�RATED I I I 300 GROSS 80 SF 1 rD6 5 250 SF culinary V 45 MIN RATED DOOR OFFICE classroom ' 1 HOUR RATED I 87 7 SF F 150 GROSS CEILING/FLOOR storage corridor 205'EXITACCESS FLJJLLi LLEIJ 1 HOUR RATED 146 ASSEMBLY,SEE 45 MIN DISTANCE 41 OCC 41 OCC 41 OCC 34 OCC CEILING/FLOOR 1 HOUR RATED OFFICE I OFFICE OFFICE I RCP 130 k_. •R RATED DOO I FLOOR CONT. FROM 2ND ASSEMBLY,SEE RCP L 150=GROSS 150=GROSS 150=GROSS —O Ce r — 512$F CLASSROOM 134 SACC DR �>2 - - - - - - - - - - -- 147 - -z0=26 occ. single user 3 IIIII corridor I 243'EXIT ACCESS ESSORY > I I — —— 41 OCC 400CC DISTANCE 3 3f 41 OCC 40 occ 300 GROSS (] ''' — —— —— —— —— —— —— —— —— —T r — —— —— CONT.FROM 2ND -25 - 14$ -1Fr� FEC I��I FLOOR,162 I r—————r�———— stair 2 - - - - - - - - - - _M - - J OCCUPANTS OFFICE L J I I I 150 GROSS FEC L I m ---- 3'-0" 3'-0" s2 business/ ---_- I 36" 36" 36" 36" 45 MIN RATED DOOR - - 121'EXITACCESS marketing _ J I revision: DISTANCE 12 r 9 - I 1 HOUR RATED I no. desc. date /VOCATIONAL eighth grade I seventh grade seventh grade seventh grade _ I culinary ® 2 city 4.21.25 single user 837SF 50=170CC. 150 comments 132 125 I 123 121 I 119 =t__ I I I I I 0 801$� I 799$� 801$� 797$ 792 S�ocnnoNAL 0 CLASSROOM I CLASSROOM CLASSROOM CLASSROOM _ CLASS 50=16OCC. single user P36" 20=41OCC. 20=40OCC. KFE CLASS 20=41 OCC. 20=40 OCC. I K FE 131 24T EXIT ACCESS DISTANCE 52'-0" � scullery I � COMMON PATH I _ I I L L __ __ __ __ — OFT RAVEL(75'MAX) I 2649 SF ] 153 L LL — — — — — — CLASS graphic arts I 15 S'MB77 OCC. KFE 158 SF 127 200 GROSS 1 HOUR RATED I KITCHEN project: 231106 CEILING/FLOOR ASSEMBLY, L date: 04.21.25 1164 S SEE RCP r VOCATIONAL 50=24 occ. storage I kitchen CLASS 111 stair 1 electrical J 155 KFE PERMIT 125SF s1 117 �_C-—-��-____��___ FEI 941 SF KITCHEN ACCESSORY 300 GROSS 99 S 200 GROSS SET 36" ACCESSORY -1--1- 300 GROSS 72" EXIT 225 OCCUPANTS(1/31ST FLOOR TOTAL)X 0.15=33.75"MIN 114 OCCUPANTS(1/4 2ND FLOOR TOTAL)X 0.15=17.1"MIN code plans CITY APPROVED PLANS /m' \first floor code Ian M I ■ 1 PUINS MUL INSPE IONS a0.03 FOR ALL INSPELTIONS 3/32"=1'-0" Page 5 of 180 COMcheck Software Version 4.1.5.1 COMcheck Software Version 4.1.5.1 (�,,CONSTRUCTION,� OR Envelope Compliance Certificate f Inspection Checklist Energy Code:2018 IECC Requirements:0.0%were addressed directly in the COMcheck software Project Information Text in the'Comments/Assumptions"column is provided by the user in the COMcheck Requirements screen.For each Energy Code: 2018 IECC requirement,the user Certifies that a Code requirement will be met and how that is documented,or that an exception Project Title: Elevate Academy Education Building is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Location: Twin Falls,Idaho Section Section # Rough-in Electrical Inspection Com Ire.? Comments/Assum tions Climate Zone: 5b 9 P P P Pro'ectT # Plan Review Complies? Comments/Assumptions 1 )'Pe: New Construction S Re.ID :action Vedical Glazing/Wall Area: 10% C103.2 Plans and/or specifications provide all ❑Complies C405.6 Low-voltage dry-type distribution ❑Complies [PR111 ;information with which compliance ❑Does Not [EL26]' electric transformers meet the ❑Does Not can be determined for the building minimum efficiency requirements of ❑Not Observable envelope and document where ;ONot Observable', Table C405.6. ❑Not Applicable Construction Site: Owner/Agent Designer/COMacloc exceptions to the standard are ;ONot Applicable Harrison St.South ;claimed. C405.7 Electric motors meet the minimum ❑Complies Twin Falls,ID 83301 [EL27]' efficiency requirements of Tables ❑Does Not C402.4.1 '.The vertical fenestation area<=30 ;OComplies C405.7(1)through C405.7(4). Additional Efficiency Package(s) [PR I' percent of the gross above-grade wall IODoes Not Efficiency verified through certification ONot Observable area. under ana approved certification ❑Not Applicable Reduced interior IigMing power.Requirements are implicitly enforced within interior IigMing allowance calculations. ;ONot Observable', pprov ;ONot Applicable program orthe equipment efficiency ra C402.4.1 The skylight area<=3 t of the;OCom es Tongs shall be provided by motor Building Area Floor Areapercent p m facturer(where certification [PRll]' .gross roofarea. ;ODoes Not programs do not exist). 1-School/University:Nonresidential 39759 ;❑Not Observable C405.8.2, Escalators and moving walks comply OComplies ;ONot Applicable 1405.8.2. with ASME A17.1fCSA B44 and have ❑Does Not L 1 automatic controls configured to Envelope Assemblies C402.I. In enclosed spaces>2,500 ft2 'OComphas 1EL28]' reduce speed to the minimum ONct Observable [PR14]' directly under a roof with ceiling OD—Not permitted Speed in accordance with ONot Applicable Assembly Gross Area Cavity Cont. Proposed Budget U- heights>15 ft.and used as an office, ONot Observable', ASME A17.1/CSA 044 or applicable or R-Value R-Value U-Factor Factorin lobby,atrium,concourse,corridor, ONot Applicable YI^8 local code when not conveying St. gymnas r,automotive center, passengers. Perimeter corvice,manunter,automotive C405.9 Total volts drop the ❑Com Low Root:Insulation Entirely Above Deck,[Bldg.Use 1- 10572 - 30.0 0.032 0.032 service, warehfacturousmg,e, non- voltage p across pies School/Unrefrigerated warehouse,retail store, [EI39]' cannot ion of feeders and branch ❑Does Not High Roof Inrsily] distribution/sorting area, circuits<=5%. ❑Not Observable High Roof:Insulation Entirely Above Deck,[Bldg.Use 1- 14817 - 30.0 0.032 0.032 transportation,requirements or workshop,the ❑Not Applicable SdhMid near Insursity] fallowing requirements apply:(a)the Mid root:Insulation Entirely Above Deck,[Bldg.Use 1- 238 - 30.0 0.032 0.032 daylight zone under skylights is>_ Additional Comments/Assumptions: School/University] half the floor area:(b)the skylight ' Slab on Grade:Slab-On-Grade:Unheated,Vertical 2 ft.,[Bldg.Use 1- 815 - 5.0 0.580 0.540 area to daylight zone is>=3 percentwith a skylight VT>=0.40;or a School/University](d) m skylight effective aperture NORTH ;roil percent. High Wall:Steel-Framed 16•o.c.,[Bldg.Use 1-School/University] 1496 19.0 5.0 0.071 0.064 C406 Plans,specifications,and/or ❑Complies Fixed windows:Metal Fame with Thermal Bmak:Fixed,Pad.Specs.: 100 - - 0.380 0.380 [PR9]1 calculations provide all information ❑Does Not Product ID IECC Minimums,SHGC 0.38,(Bldg.Use 1- with which compliance can be ONot Observable'. School/University]let determined for the additional energy []Net Applicable efficiency package options. pP EAST Additional Comments/Assumptions: Metal Stud-East:Steel-Famed,16"o.c.,[Bldg.Use 1- 201 19.0 5.0 0.071 0.064 Section School/University] # ......lion Inspection Complies? Comme.ts/Assumptions CMU:Other Mass Wall,Heat capacity 21.8,[Bldg.Use 1- 9029 - - 0.085 0.090 &Req.ID Scree/Unmersityl(b) C303.1 Roof Insulation installed per ❑Compiles Fixed windows:Metal Frame with Thermal Break:Fized Pert.Spece.: 108 - - 0.390 0.380 Illnufacturers instructions.Blown or ❑Does Not ' Product ID IECC Minimums,SHGC 0.38,[Bldg.Use 1- poured loose-fill insulation is installed ONot Observable SdwoV miversity](c) only where the mof slope is o3 in 12 ❑Not Applicable Ty,.metal door:Insulated Natal,Swinging,[Bldg.Use 1- 21 - - 0.340 0.370 C402.2.1 Insulation installed on a suspended OCom II School/University] [IN20]' ceilinghaving tin tiles is not being ❑ P es g ceiling 9 Does Not st,x Stud:Steel-Framed 16"o.c.,[Bldg.Use 1-School/University] 4511 18.0 5.0 0.071 0.084 specified for romr/Ceiling assemblies. ONot Observable', Storehont windows:Metal Fame with Thermal Break:Fixed,Ped. 318 - - 0350 0,380 Continuous insulation board installed Specs.:Product ID IECC Minimums,SHGC 0.38,[Bldg.Use 1- Section In 2 or more layers with edge joints ❑Not Applicable # FOOti.g/FOu.dakiO.Inspection COMPI[BS? Comments/Assumptions offset between layers. This document IS the &Re.ID C303.1 Building envelope insulation is labeled❑Complies C303.2 I Slab edge insulation installed per ❑Complies I [IN10]' with R-value or insulation certificate ❑Does Not property of and I [F04]2manufacturer's instructions. j❑Dues Not providing R-value and other relevant ARCHITECTS and I. Assembly ;ONot Observable data. ONot Observable) protected by U.S. and Gross Area Cavity Cont. Proposed Budget U. ❑Not Applicable international laws. Use, R-Value R-Value U-Factor Factom+l ❑Not Applica ble C303.2 Above-gade wall insulation installed OComplies reproduction, or Perimeter C303.2.1 Exterior insulation protected against ;OComplies [IN7]' per manufacturers instructions. ❑Does Not modification of this [FO6]' damage,sunlight,moisture,wind, ❑Does Not document without first School/University]I.) landscaping and equipment ONot Observable Fixed windows:Metal Frame with Thermal BmakFixed,Paid.Space.: 288 - - 0.360 0,380 maintenance activities. ONot Observable', ❑Not Applicable obtaining written Product In IECC Minimums,SHGC 0.38,]Bid Use ❑Not Applicable perrnission Of erstod 9 C303.2.1 Exterior insulation is protected from OComplies Selliversity](c) C105 Installed slabon-grade insulation type OComplies Seethe Envelope Assemblies table for values. IIN14]2 da mage with a protective material. ❑Does Not ARCHITECTS is prohibited. T taldoor:Insulated Metal,Swinging, g - - IF031' and R-value consistent with insulation ❑Does Not Verification for ex tlfountlation This document o not be yp.me grog,[Bldg. 1- 21 0.340 0.370 pose ❑Not Observable m y School/Universit specifications reported in plans and insulation may need to occur during used in any unauthorized Yl ONot Observable', Storehont entry door:Glass(>50%glazing):Metal Fame,Entrance 42 - - 0.390 one COMcheck reports. ❑Not Applicable Foundation Inspection. ❑Not Applicable Door,Perf.Specs.:Product ID IECC Minimums,SHGC 0.38,[Bldg.Use C402.1.3 Non-swinging opaque doors have R- OComplies manner. 6i!Qi!5 1-School/Univarsity](c) C402.2.4 Slab edge ins'lotion depth/length. ❑Complies Seethe Envelope Assemblies table le,values. IIN39P 4.75 insulation. ❑ IF07]2 Slab insulation extending away from ❑Does Not Does Not CMU:Other Mass Wall,Heat capacity 21.8,[Bldg.Use 1- 2200 --- - 0.085 0.090 building is covered by pavement or ONot Observable', School/University](b) >=10 inches of sail. '❑Not Observable', ONot Applicable Fixed windows:Medal Frame with Thermal BreakFixed,Ped.S _._ - ONot Applicable pees.: 164 0.380 0.380 C105 Installed a_Valuerade wall insulation Oboes Not See the Envelope Assemblies table for values. Product ni IECC Minimums,SHGC 0.38,(Bldg.Use 1- �C401,2,1 Radiant heating systems panels ❑Complies ',See the Envebce Assemblies table for values. [IN6]' t tl R-value consistent with ❑ [F012]s insulated to>=R-3.5 on face apposite❑Does Not type a^ Does Not School/University](c) insulation specifications reported in T metal door:Insulated Metal,Swin - - space being heated. ',ONot Observable yp.me Bing,[Bldg.Use 1- 52 0.340 0.370 ONot Observable', plans and COMcheck reports. '❑No[Applicable School/University] ❑Not Applicable Overhead door:Insulated Metal,Non-Swinging,[Bldg.Use 1- s0 - - 0.052 0.179 C402.2.3 Installed floor insulation type and R- IOm5-eoplies 5 the Envelope Assemblies table for values. School/University] Additional Comments/Assumptions: IINB]2 vaplue consistent with insulation ❑Does Not IIIIIIIIII� secifications reported in plans and '' High Wall:Steel-Framed,16"oe,[Bldg.Use 1-Schoold.1-ersity] 123 19.0 5.0 0.071 0.064 COMcheck reports. '❑NotONot Observable Applicable Fixed Windows-Metal Fame with Thermal BreadFixed,Ped.Specs.: 50 - - 0.380 0.380 Product ID IECC Minimums,SHGC 0.38,[Bldg.Use 1- C402.2.6 Radiant panels and associated OComplies School/University]1.) II N1813 components,designed for heat ODoes Not transfer from the panel surfaces to the ONot Observable', aQ1TH occupants or indoor space are Metal Stud:Steel-Famed,16"o.c.,[Bldg.Use 1-School/University] 384 19.0 5.0 0.071 0.064 insulated with a minimum of R-3.5. ONot Applicable Storehont windows:Metal Fame with Thermal Braek:Fixad Pat. 108 - - 0.380 0.380 C105 Installed roof insulation type and R- OComplies :See Me Envelope Assemblies table for values. a SPacs.:Product ID IECC Minimums,SHGC 0.38,[Bldg.Use 1- [IN2]1 value consistent with insulation []Does Not School/University](c) specifications reported in plans and T COMcheck reports.For some ceiling ONot Observable', ^ O CMU:Other Mass Wall,Heat capacity 21.8,[Bldg.Use 1- 3011 - - 0.085 0.090 Section ONot A cable School/University](D) # Framing/Rough-in Inspection Complies? Comments/Assumptions systems,verification may need[o p0 i Y Fined windows:Metal Frame with Thermal Bmak:Fized,Paid.5 - - &Req.ID occur during Framing Inspection. pets.: 32e 0.380 0.380 C402.5.1. All sources of air leakage in the OComplies ' Product ID IECC Minimums,SHGC 0.38,[Bldg.Use 1- C303.1.3 Fenestration products rated in ❑Complies M School/Universit [FR12]2 accordance with NFRC. ❑Does Not 1 building thermal envelope are sealed, Oboes Not M Yl(c) [INl]1 caulked,gasketed,weather stripped ONot Observable', W Typ.Metal Door:Insulated Metal,Swinging,[Bldg.Use 1- 21 - - 0.340 0.370 ;ONot Observable or wrapped with moisture vapor- School/university] ❑Not Applicable permeable wrapping material to ONct Applicable ^ 'a WE6T C303.1.3 Fenestration products are certified as ;OComplies minimize air leakage. Metal Stud:Steel-Famed,16"o.c.,[Bldg.Use 1-School/University] 4190 19.0 5.0 0.071 0.064 [FR13F to performance labels or certificates I❑Does Neti Additional Comments/Assumptions: Storehont windows:Metal Fame with Thermal Break:Flxed Ped. 146 - - 0.390 0.380 provided. ❑Not Observable I O N Space,Product ID IECC Minimums,SHGC 0.38,[Bldg.Use 1- I❑Not Applicable SohooVUnivarety](c) C402.4.3 Vertical fenestration SHGC value. ❑Complies 'see the En Ie Assemblies table for values. Fixed windows:Metal Fame with Thermal Bmak:Fixed,Perf.Specs.: 641 - - 0,230 0.380 [FR10]' ❑Does Not ;± 4H Product ID IECC Minimums,SHGC 0.38,[Bldg.Use 1- ❑Not Observable V Sonatwurvenutyl(c) Typ door.Insulated metal d Insulated Metal,Swinging,[Bldg.Use 1- 21 - - 0.370 0.370 ❑Not Applicable SChoWUniversily] C402:4.3, Vertical fenestration U-Factor. ❑Complies 5ee the Envebce Assemblies table for values. �/ Sexafrom Enay Door.Glass(150%glazingtMetal Frame,Entrance, 63 - - 0.380 0.770 4402.4.3. ❑Does Not Section A, Door,Pert.Specs.:Product ID IECC Minimums,SHGC 0.38,[Bldg.Use [FRO]' ❑Not Observable # Final Inspection Complies? Comments/Assumptions W �r 1-SchooWniversity](c) ❑Not Applicable fiR .ID CMU:Other Mass Wall,Heat capacity 21.8,[Bldg.Use 1- 2614 - - 0.085 0.090 C402.5.6 Weatherseals installed on all loading ❑Complies ScMdNniversily](b) C402.4.4 I U-factor of opaque doors associated ❑Complies see Me Envelope-oil.table for values. (F137P dock cargo door openings and provide❑Does Not Fixed windows:Metal Fame with Thermal Bmak:Fixed,Perf.Specs.: 298 - - 0,380 0.380 [FR1412 with the building thermal envelope Oboes Not direct contact along the top and sides ONot Observable }+ Product ID IECC Minimums,SHGC 0.38,[Bldg.Use 1- meets requirements. of vehicles parked in the doorway. /�� ONot Observable ❑Not Applicable M ScflooVUniversily](c) ONot Applicable C402.5.6 Weatherseals installed on all loading ❑Complies ` High Wall:SteeFFamed 16-o.a.,[Bldg.Use 1-Schmolluni-mityl 123 19.0 5.0 0.071 0.064 C402.5.1. The building envelope contains a OComplies (F137]1 dock cargo door openings and provide❑Does Not / Fixed Windows:Metal Fame with Thermal Bmak:Fixed,Pert.Specs.: 5 - - 0.380 0.380 2.1 continuous air barrier that is sealed in ODoes Not direct contact along the top and sides ❑Not Observable Product ID IECC Minimums,SHGC 0.38,[Bldg.Use 1- [FR1911 on approved manner and maternal ❑Not Observable of vehicles parked in the doorway. ❑Not Applicable SchoollUniversily](c) perneabil[ty<=0.004 dfm/ft2.Air banter penetrations are sealed In an ONot applicable C402.5.6 Weatherseals installed on all loading ❑Complies approved manner. (F137P dock cargo door openings and provide❑Does Not C402.5.2, Factory-built fenestration and doors OComplies direct contact along the top and sides ONot Observable C402.5.4 re labeled as meeting air leakage ❑Does Not of vehicles parked in the doorway. [FR38]s requirements. ❑Not Applicable ONot Observable: C402.5.6 Weatherseals installed on all loading ❑Complies (a)BudgetU-factwsise.-for software baseline calculations ONLY,and are not code requirements. ❑Not Applicable I (FI37i, dock cargo door openings and provide❑Does Not () pone. quiresuppo g propos C402.5.7 Vestibules are installed on all building OComplies direct contact along the top and sides b'Other cem is re din documentation for ed U-factors. of vehicles parked in the doorway. ❑Not Observable (c)Fenestration product performance must be codified in amo ancew[In NFRC aM requires supporting dwumentaton. [FR17]3 entrances.Doors have self-closing ODoes Not ❑Not Applicable d Slab-On-Gade d and budget U-factors shown in table are F-factors. devices. ❑Not Observable() propose ge C402.5.8 Rece55ed luminaires in thermal ❑Complies ONot Applicable IF126iienvelope to limit infiltration and be IC ❑Does Not revision: DesignEnvelope PASSES: better rated and labeled.Seal between Additional Comments/Assumptions: interior finish and luminaire housing. ONot Observable no. desc. date ONot Applicable Envelope Compliance Statement C408.1.1 Building operations and maintenance ❑Complies Compliance Statement:The proposed envelope design represented in this document is consistent with the building plans, [FI57]' documents will be provided to the ❑Does Not specfication5,and other calculations submitted with this permit application.The proposed envelope systems have been owner.Documents will cover designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory nufacturers'information. ❑Not Observable requirements listed in the Inspection Checklist. ma ❑Not Applicable Ka tlma Ku fin,Arc hrte et 02.11.25 specifications,programming Pp procedures and means eof quipment illustrating how Name-Title Signature Date systemsrare intenlded to be installed, maintained,to owne and and operated. Additional Comments/Assumptions: Section ect: 231 106 # Mechanical Rough-In Inspection Complies? Comment./Assumptions Pro 1 Re-ID date: 02.11.25 C402.5.5, Stair and elevator Shaft vents have ❑Complies C403.2.4. motorized dampers that automatically❑Does Net 3 close.Refernece section C403.7.7 for ONot Observable [ME3P operational details. ONot Applicable Additional Comments/Assumptions: permit set comcheck CITVY Ae4PPIl PLANS PLANS MUST BE ON Ins SITE FORALLINSPECTIONS N 0■0 Page 6 of 180 a 0 iu I� llllllllllluuuuuuuuuuulllllll I���II llllllllllluuu uuuuuuulll 11IIU This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ®2025 2 WALLS AND INTERIOR PARTITIONS,NONCOMBUSTIBLE 1 HOUR 46 to 40 STC GA FILE NO.YYP lm GENERIC J I FIRE SOUND GYPSUM WALLIBi STEEL STUDS _ r OK bray 5,8""Pe 11 SfVaua rwDMld a gypelen wnYM MM applied"raw, ,Illl - M BI'IBM a'..b aac6 iii.Of}616 1S-I2aa and 1'7 I—2C✓d Y a+n 1'Tryon s dryaell eOMM 6'a c aI ve111rJ N o c r cail+p r�n�are Frlp iMermedwle 4111m -- - --- Jonds 3,g E 1'of F!n st c 0 n OPIda Ia WeF SouM M4C wlloIQ' 1 }� TFdneu 4TS' v/ ual Aqq VJSGM 6Pe 0 F.Tea Sw WP'350 M rFM -S,6I%M M OSU T.1770 651, MM ULC 76Tw Brsw M497 ' W 612411 ULC DwIr V/4161 S_TW MCC$16NV,2,81 W 0 - FULL HEIGHTOTHERWISE wall l y pes. ACOOU T C WALLS A P SEALANT T ANDNLESS BOTTOM OF WALL.NOTED. SEE CEILING DETAILS 1/a8.13 U X1 EXTERIOR INTERIOR WLL INTERIOR WALL EIFS ON 6"METAL STUD M7 EO""THIRROC UALL M2 B IN TCM CR WALL S7 35/8"METALA ASTUD S2 6"METAL STUD EIFS SYSTEM FINISH COAT (1)LAYER 5/8"HI-IMPACT GWB �/ (1)AYER 5/8"HI-IMPACT GWB UP TO N A.F.F.;5/8"STANDARD UP LA 4'A.F.F.;5/S"STANDARD EIFS SYSTEM BASE COAT GWB REMAINING HEIGHT;APPLY 10"HI-R INTEGRAL COLOR CMU 8"CMU GWB REMAINING HEIGHT;APPLY PARALLEL TO BOTH SIDES OF MESH PER EIFS MFR. PARALLEL TO BOTH SIDES OFJA METAL STUDS W/1"TYPE'S' 1"INSULATION BOARD,MIN.R-5 INSULATION METAL STUDS WI1"TYPE'S' DRYWALL SCREWS @24"O.C. WEATHATION BOARD, - GRAFFITI COAT-UP TO 8'-81. DRYWALL SCREWS @24"O.C. ABOVE GRADE 6"20 GA.METAL STUD @ 24"O.C. 5l8"EXTERIOR SHEATHING 3 5/8"20 GA.METAL STUD @ 24"O.C. MIN R-19 BATT INSULATION ACOUSTIC INSULATION ACOUSTIC INSULATION 6"METAL STUD PER STRUCT. o s VAPOR BARRIER H NOTE: NOTE: NOTE:WHERE WET WALLS NOTE:WHERE WET WALLS SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS OCCUR,APPLY WATER OCCUR,APPLY WATER 5/S"HI-IMPACT GWB.UP TO 4' FOR REBAR KFOR REBAR RESISTANT GWB ON RESTROOM RESISTANT GWB ON RESTROOM 5/81 GWB REMAINING HEIGHT SIDE OF WALL. SIDE OF WALL. reviSlon: no. desc. date 2 city 4.21.25 comments S3 BING WALL 6"TDOUBLE METAERIOR L S4 INTERIOR F STUD,GWB ONE SIDE S5 URRED WALL INTERIOR FURRING WALL S6 INTERIOR �gRIDOUBLEMMETA STUD F1 3518"METAL STUD WALL F2 6"METAL STUD WALL 5/8"METAL CHANNELS 1 HOUR RATED PER GA FILE NO.WP 1072 1 HOUR RATED PER GA FILE NO.W P 1072 AL T (1)LAYER 50 WATER RESISTANT 5/8"HI-IMPACT G.W.B.UP TO 4' 1 LAYER 5/8"WATER RESISTANT (1)LAYER 5/8"TYPE W GWB (1)LAYER 5/8"TYPE'X'GWB 5/8"HI-IMPACT G.W.B.UP TO 4' () APPLIED PARALLEL OR AT RIGHT APPLIED PARALLEL OR AT RIGHT GWB APPLIED PARALLEL TO 5l8"G.W.6 REMAINING HEIGHT 518"G.W.B REMAINING HEIGHT GWB APPLIED PARALLEL TO ANGLES TO EACH SIDE OF ANGLES TO EACH SIDE OF BOTH SIDES OF DOUBLE METAL BOTH SIDES OF DOUBLE METAL METAL STUDS WITH 1"TYPE S METAL STUDS WITH 1"TYPE S STUD WALL ACCOUSTIC INSULATION STUD WALL DRYWALL SCREWS 8"O.C.AT DRYWALL SCREWS 8"O.C.AT 6"20.GA.STAGGERED METAL 3 5/8"20.GA.STAGGERED VERTICAL JOINTS AND 12"O.C. VERTICAL JOINTS AND 12"O.C. R STUD @ 24"O.C. 3 5/8"20 GA.METAL STUD 5/8"METAL CHANNELS @ METAL STUD @ 24"O.C. AT PLOD AND CEILING AT FLOOR AND CEILINGRUNNERS+INTERMEDIATE RUNNERS+INTERMEDIATE project: 231106 @ 24"O.C. 12"O.C. STUDS STUDS date: 04.21.25 ACOUSTIC INSULATION ACOUSTIC INSULATION ACOUSTIC INSULATION ACOUSTIC INSULATION 1"AIR GAP 3 5/8"20 GA.METAL STUD 6"20 GA.METAL STUD @ @24"O.C. 24"O.C. PERMIT SET wall types + fire CITY APPROVED PLANS assemblies wm wmmmv.. PIAN5 MUST BE ON JOB SITE FOR ALL INSPECTIONS a0. 1 O Page 7 of 180 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I v� I, II 'III UNDEVELOPED II � I� Illllllllluuulllllllllllluulllllll II � I��� llllllllllluuu uuuuuuulll 11IIU i u I I II V PLAY FIELDS SAFE DISPERSAL AREA\\�\\\ EDUCATION BUILDING:1128 OCCUPANTS TECHNICAL BUILDING:276 OCCUPANT \\\\\\\\\\ V AM 3 SF PER OCCUPANT REQUIRED:\\\\4,212 SF MIN 34,000,SF PROVIDED(HATCHED ..•�'. m \\\\ This document is the property of erstod �\ \ ARCHITECTS and is protected by U.S. and international laws. Use, FIRE LANE reproduction, or modification of this \\ \ 134 obtain i n g wr document tten without first 19 S70 rstad ® 132 P.ALL\ ARCHITECTS permission of s epro prohibited a8.11 BASKETBALL HALF-COURT This document may not be used in any unauthorized manner. 02025 � � 8 a8.11 133 � I 5y.0 EMERGENCY ACCESS KEY BOX IAW 2018 IFC 506 � 139 a O Knox Box:www.knoxbox.com 11 12 3 -A A Knox Box(s)shall be installed. Quantity and locations will be confirmed a811 a8.11 gnsite. Several may be required for building and fire system access. �m All keys shall be identified with a tag indicating what the key unlocks.BoxCD •� should be mounted 5-6 feet from ground level. —_ M is M Alternative locations shall be approved by the Fire Marshal. > pp G/ 5 vi . � \ _A a® \Q a8.11 <DDD> keynotes T \tn- Q COURTYARD 118 FLAGPOLE V (/!' 251 128 6'-0"CHAINLINK FENCE /V � G r pfa O ) 132 CONCRETE APRONS FOR ENTRY DOORS 2 O (/I O � �\\ % 134 6'-0"WOOD PRIVACY FENCE AT BACK PROPERTY LINE TO VCE r^ "" E CR E,�ING BE W EN US S PER CITI'L TWIN FA L vJ a \ \ O E R GW TCH 02E: L�EC�CC~ W LL 139 STORM SWALE RE:CIVIL 4_/ r 2^ 251 SHOP RELATED MECHANICAL EQUIPMENT UJ U, Q- fll � � -� 01 k� 132 � 'r^^ r .ALL Imo\\ Z Or^ I =J k 139 � \Q revision:\ C F\\�� K\NC'` / / / no. desc. date 137 SpPR L 2 city 4.21.25 ` ' 0V comments S104�� L � : g ma project: 231 106 (LLL Gates AW 2018 IFC 503.E general I no tes: date: 04.21.25 A. THIS SITE PLAN IS PROVIDED FOR GENERAL COORDINATION PURPOSES. \Y "Where gates are installed,they shall have an approved MECHANICAL, AL, COORDINATE WITH RESPECTIVE CIVIL,LANDSCAPE, means of emergency operation." MECHANICAL,AND ELECTRICAL DRAWINGS FOR ADDITIONAL SPECIFIC 9 Y p INFORMATION. B. COORDINATE WITH CIVIL DRAWINGS FOR ALL UTILITY LOCATIONS,FINAL PERMIT GRADING&DRAINAGE. -Manual:Knox Padlock or Knox Box C. CONTRACTOR TO VERIFY ALL LOCATIONS AND DIMENSIONS IN THE "Electric:IAW UL 325 FIELD. SET D. SEE GEOTECH ENGINEERING REPORT FOR SOIL BEARING PRESSURES, *Automatic:IAW ASTM F2200 EXISTING SOIL CONDITIONS,AND CONSTRUCTION CONSIDERATIONS. E. SEE LANDSCAPE DRAWINGS FOR PLANTINGS. F. SEE ELECTRICAL AND BUILDING ELEVATIONS FOR BUILDING MOUNTED Preferred:Knox Key Gate Entry System EXTERIOR LIGHTING. 13s www.knoxbox.com PLAN TRUE site plan NORTH NORTH IR m site plan CITY APPROVED PLANS I � a1 . 11 Page 8 of 180 g f.5 f e.8 e.6 e.4 e.3 T T T T a 2n'-a" lsQ qq 26'-0" 26'-0" 29'-3" 29'-6" 29,-6" 29,-5" 13'-8" 35'-4" 16'-8" 12'-0" 30'-0" ,3 N 2'-0"4'-0" 14'-0" 4'-0" 4'-0" 4'-0' 5'-4" 4'-0' 4'-8" 4'-0" T-6" 6'-0" ,°'_," 6'-0' T-4" 6'-0' 10'-2" 6'-0" T-4" 6'-0" 10'-2" 6'-0" 7•_4" 15'-2" 6'-°" 18'-3" •_8.4'-0" 4'-8" 4'-0' 4'-8" 4'-0" 11'-4" 10" 16-8" 2'-6" 6'-0" 3'-8" 3'-4" 4'-0" 5'-4" 4'-0' 6'-8' 4'-0' -8' I I I I I I I I I I I I a4.11 M1 a4.11 a3.11 maintenance fire113 of girls aa.11 o Ice 1 O O O O © 18 262 Mt - a - - - - - - 1-� • X1 a8.16 2 - 128b - 256 _ Office- _ 7 a3.11 - - - - - - - - 2 a8.12 a8.12 - a8.12 3. 1- 6 13 100a a8.12 v " 135b 11 sb NP. -1 X1 �a724) _Op Sz X1 M1 0 3 - - S2 - - - 135b 113 - iot4 E -�=v 4ntry-bb office O O O o o 4 128 254 _ 11'-8" 10'-10" 5'-3" 8'-0" 5'-3„ - S2 135 TYP Vill office T sz sz I L Mz eighth grade eighth grade sixth grade - - S2- sixth grade 2040 Fz 2s2 as^H loob sz s2 B - - J 135a -- s3 ] sz a1 zs7 0 126 124 122 120 Lt. 11 medical arts Sz zos zos zos 2os zos lzoc 118A F1 11zb I - J lobby 201 tao S2 N °° 128 sz s1 = elevator - r 101 estroom foyer rece lion taz zss zzs m equipme It I sz 110 i sz _ s2 zos Z. zs7 office zs7 ffice tts o 133 20° zss z 134 maintenance Fz^ 112b boys 140 zo7 conference B e 1 Q s2 dd da 118 sz 1 a 104 Bza 143 143 aa.11 F2 S2 S1 203 . v S2 133 134 � _ • o - • zo7 elevato• _ _ _ -_ _ _ �h�a zo7 $ > 1s 25'-5" T-4" 5'-0" 4'-6" 3'-a" T-2" _ - 'v I 267 0 140c S2 112 zs7 Sz 267 u r-3 r-z' o zs7 storage zss sa 5 m , 0 5'_0„ 5'_6" 5'_6 5'_0" 4,_4" 8'_2" as - - - La 147. - - - -16- .�. - S2 �- `"' • r- iv 126b 124 T-5' 208 122b S2 F2 as v w S2 208 145 S2 256 m „B o F2 storage 130 • 10 13'-2" 10'-0" 6'-1" 6'-1" 10'-0" 26'-10" 10'-0" 6'-1. 24'-2" 5'-6" 5'-6" T-11" O as 105b b _ culina F1 107 tas 1os or as.1z r O office s2 130 cc zos 2 classroom v I I az23 20 S2 a OI 147 115 115 OffICe i '? • a724 m _ 146 UP ® corridor zo1 as.13 107 ® office office 47c asll� I r > a corridor - - 16 t S2 = 2 a3.11 a8.12 Y F7 I 115a 106 105 1a7b B . 4 '- . L______ ___ S_ • 13'-2" 6'-1' 6'-1" 10'-0" 26-10 User 146 7'-5" 208 S2 148 '-11/2" 6'-81/2" 8'-4" 5'-0" 8'-0. 8'-10.1 M1 S2 129 _ 125b - 123b - 121b 119b _ _ _ Oo 14,. _ - - - NP - - - - 125a 123a 121a 119a .� �.� _ - - - - - - -201 �. �. �.�. a OB 209 226 S2 203 \ i ° F1 I 150b 150 ® 146c S2 84 a property of erstad This document is the M1 I -1 ARCHITECTS and is M1 business/ a8.18 stair 1 u' / w protected by U.S. and 1 Np. • 111 UP i S2 i international laws. use. marketing sz puct single user I a72a M2 s1 a sz sz 2°7 Q mod fiicction of or N 129 13 I �� NP S2 sz Sz ® document without first it 132• OF 2 S2 S2 o 1'-31/2" J •cc 13'-0" 6'-2" obtaining written 10' 0" N 12' 0" I F1'° 8 S2 S4 permission of erstad a3.11 3 eighth grade seventh grade seventh grade seventh grade Uhnary - ARCHITECTS is prohibited. •aa Thls document mo not be Y • S4 �- -�- I sz `� 131 125 I 123 121 119 Fz I - storage a � 261 2s3 I 150 � used in any unauthorized N � I . 1s 0 S2 single user 9 209 zo9 - 2os 2os zos zos -111 cafeteria/ cc zs1 s3 a812 521 manner. 62025 s zas zos - commons '� zso sss a 12 131 CDD Sz I o w 7 - l scullery sz 127. S4 sa sz Fz I 102 < zos • ® I 153 - 14" 209 20" - 28" 254 - S4 20 _ 3 w I O a4.21 S2 33-0" - - - - 2'-4"- T-6" as.11 N S2 117 7 18 A2 ® Al ® X1 .� 17 I 1 55c S1 - o °D w graphic iv X1 a8.12 °P 9 p B z°a �s a8.12 °' 208 `v I 263 • 4" 6'-0" 10'-2" 6'-0" 7'-4" 6'-0" 10'-2" 6'-0" 3'-11'�3'-4" - - -3'-6" 6'-0" 10'-1" 6'-0" 7'-4" 6'-0" 10'-2" 6'-0" 7'- 70,_°„ sz S2 sa _ M1 electrical 137 li' 8 a3.11 i 155b 15'-6� 6'-3" 2'-4" 6'-6" 2'-6" i •\ I 117 a3.11 5 I 5 o OB BO - 201 - }' �f ' 1z7a zos a ozb ki hen N 261 .r- CD _ _ _ _ _ _ m • 155 3 155 S1 �_ - - M_ - - - - - - - - - - - - - - - - 'v - - 8 102 a8.1200 - - - - - o o - - - - - - 207 '� g - - - - - - - - - - - - - -1 - - - - - - - - - -_4- - O X1 - OL 155 E 19 SS SS M1 <207 SS a 10 a a8.16 .� -----.�.�._-_- .�. W .� T-4" to'-0" 4'-8" 4'-0" 20'-0" 4'-0" a3.11 10" 11'-0" T-4" 11'-0' T-2" 11'-0" 3'-8" 4'-0" 26'-0" S'-4" 2'-0" 2'-0" 52'-0" 2'-0" 131'-4" 52'-0" 2'-8" 42'-0" � � 3 m first floor Ian _0 M 118"=1'-0.1 T T c.8 I a 4) °°° keynotes @ Room 113 Fire Riser Room is the best location for the Fire Alarm Control Panel 137 METERING SWITCHBOARD RE:ELECTRICAL (FACP)and the BDA System. 1 7'-10"8'-8" 8'-8" 8'-8" 8'-8"T-10". 9'-9" 9'-9" 9'-9" 9'-10"9'-10"9'-10"9'-10"9'-10"9'-10"9'-10"9'-10"9'-10" 13'-7" 8'-3" 8'-8" 8'-8" 8'-8" 8'-8" 8'-8"8'-48'-4"8'-4"7'-5" 231 SEMI-RECESSED FIRE EXTINGUISHER 2 - - - 202 RECESSED KNOX BOX,SEE EXTERIOR ELEVATIONS _ 203 ADA-COMPLIANT HIGH/LOW DRINKING FOUNTAIN 204 JANITOR SINK.PROVIDE BLOCKING AND UTILITY SHELF/MOP AND BROOM HOLDER ABOVE revision: 207 BUILT IN MILLWORK,SEE INTERIOR ELEVATIONS no. desc. date 4 _ - 208 OWNER PROVIDED N,CONTRACTOR INSTALLED.COORDINATE - _ ELECTRICAL+DATA 209 MAGNETIC DRY ERASE MARKER/TACK BOARD,CLASSROOM - - CONFIGURATION,SEE TYPICAL INTERIOR ELEVATION.PROVIDE -_ - BLOCKING AS NEEDED PER MFR 226 FLOOR ELECTRICAL BOX 5 254 PAINT EXPOSED STEEL BEAM P7 CITY APPROVED PLANS 256 12'MAGNETIC DRY ERASE MARKER BOARD OF TYPE TO MATCH ••,..nn.��<=m =� - - - - 5.4 MARKER BOARD IN CLASSROOMS.PROVIDE BLOCKING AS CANS MUST BE ON JOB SITE NEEDED PER MFR FOR ALL INSPECTIONS 257 4'MAGNETIC DRY ERASE MARKER BOARD OF TYPE TO MATCH 6 MARKER BOARD IN CLASSROOMS.PROVIDE BLOCKING AS NEEDED PER MFR 259 SINK RE:PLUMBING project: 231106 260 BUILT-IN CAFETERIA STORAGE BENCH date: 02.11.25 6"2 261 SURFACE MOUNTED CLASS K FIRE EXTINGUISHER G _ _ 262 SLOPED WALL,SEE ELEVATIONS FOR DIMENSIONS 263 KITCHEN HOOD ABOVE ED 267 30"W x 36"D x 42'T CUSTOM MILLWORK TRASHCAN WITH ELEVATE LOGO 7 - - - - _ - - - 521 OWNER PROVIDED PROJECTOR Miscellaneous Combustible Materials IAW 2018 IFC 315 sea PRINTER COPIER BY OWNER.COORDINATE ELECTRICAL permit set 999 FUTURE BY OWNER Combustible storage in buildings shall be orderly and separated from heaters or heating devices by distance or shielding so that ignition cannot occur. 8 - general notes: Combustible storage shall not be stored in boiler rooms,mechanical rooms, 9 - T - T - 7 - 7 - - - -SEE STRUCTURAL DETAILS FOR SLAB JOINT DETAILS A. CONTRACTOR TO VERIFY ALL DIMENSIONS B. GYPSUM WALLBOARD APPLICATION& HI FIELD.NOTIFY ARCHITECT IF Or electrical equipment rooms. NG AT ALL EXPOSED 1 O -SLAB ASPECT RATIO TO BE AS CLOSE TO 1:1 AS POSSIBLE,1.5:1 DISCREPANCIES ARE FOUND. first floor MAXIMUM -ALIGN CONTROL JOINTS WITH EDGE OF STEM WALLS AS POSSIBLE SURFACES TO COMPLY WITH SPECIFICATIONS. Underfloor areas Used for the Storage Of combustible material Shall be - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SAW CUT AT INSIDE FACE OF EXTERIOR DOORS - - - - - - - - C. UNLESS NOTED OTHERWISE,ALL EXTERIOR WALLS ARE DIMENSIONED TO plan protected on the storage side as required for 1-hour fire-resistive FACE OF FOUNDATION/GRID LINE. D. UNLESS NOTED OTHERWISE,ALL PARTITIONS ARE DIMENSIONED TO FACE construction.Openings shall be protected by assembles that are self-closing OF STUD. a2. 11 and are of noncombustible construction or solid wood construction not less first floor plan- saw cut plan E. UNLESS DIMENSIONED OTHERWISE,INTERIOR DOORS SHALL BE LOCATED 4" 7 than 1.75 inches in thickness. L 1" FROM ADJACENT PARTITION.=20'-0" Page 9 of 180 3 2 a4.11 a4.11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - T- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - g� f.5 f e.8 e.6 e.4 e.3 e d c b a 26'-0" 26'-0" 29'-3" 29'-6" 29'-6" 29'-5" 13'-8" 35'-4" 30'-0" � 6'-0" 4'-0" T-4" 4'-0' 91_4" 4'-0" 8'-8" 4'-0" 4'-8" 3'-6" 6'-0'. 10'-1" 6'-0' 7'-4" 6'-0' 10'-2" 6'-0" 7'-4" 6'-0" 10'-2" 6'-0" 7•_4- 6'-0" 9'-2" 6'-0" 18'-3" bra ik/work roo I I I 234 I I I I I I I n I � aa.14 I I I O O M1 O O a3.11 - a in - - - 256 single user 227- 207 - ® - ® - -® X7 ® - ® - ® a8.12 X,- -.-.-.-.-. - - - - - - 3 0= - �232 - -259 - - - - - - - - - - - - - 4 TYP 2 8 9 criminal justiceQTYR 234 zsa a8.12 y 228 z3z zaa M2 single user a b �Sz® 233 1 storage ' zos eleventh grade tenth grade tenth grade ninth grade -8'-fi" 9'-1" 9'-2" 209 209� 209 209 209 209 209 226 224 222 22 218 6. 0 0 single user 0 sz 0 ingle user sz sz sz s 52 231 S2 S4 a6.13 F2 a4.11 I 230 z1 va" - - S4 �230 231 204 janitor age, 49• -_ 0 M1 01 S2 47" Sa 235 sa s4 elevator - - - - - Fz $4 sz z3s _ _ _ I 2os ZD - 5 as -_ _ �76 _ _ _ _ _ _ 22b 20b5208 S2 -F2 M1 X1o203 13'-2" Tl 10'-0" -1" 6'-1" 10'-0" 13'- 13'-�' 10'-0" 6'-1" 6'-1" 10'-0" T-11' a6.13 a6.12 - - 'o � ON 1 F - - - - - - - corridor - - - - - - - - - �----- - - - - - - - - I Fz , 258 1 I I ee \ lightwell / I m sa 51°' west t i 215 I ' / I z a3.11 a3.11 g M1 I 208 201 rn 240 ❑ ❑ ❑ S2 a7.23 23'-2" 23'-5" 23'-5" 12'-2" 19'-4" 4'-3.' IT-5" I overv.o aeLow e O228b ee -. .- .-.� S2 208 7 5" 0 - IF 0 201 25b - 23b- 21b 19b -I--gym MY X\ - I® ❑ 225a 23 _ 221a 19a - 208 F2 f ro ❑m io \ X1 This document is the c QP DN t= s2 \ Aproperty of erstad M xa I O S4 J INFILL - RC HITECTS and is T-4 10'-0" T-10" T-10" 10'-0" &'-2" q7^ qg qg q5" I protected by U.S. and _ _ _ international laws. Use, - - S4 S4 - - .�-- reproduction, or 29b 27b O S4 ' ' ' ' ' ' ' ' - i I J-- modification of this 29 227 X1 44 � document without first 256 12'-0" ❑ obtaining written ARCmiHITECTSssion is prohibited. per of erstad o e OB m I I ❑ ❑ m This document may not be Soo S4 209 209 209 S2 F2 ea t stair- j 9 used in any unauthorized �1z6" 28^ eleventh grade eleventh grade tenth grade ninth grade s1b Fz ' as.1z ❑ manner. .21125 M2 225 s2 223 221 sz 219 N 209 209 254 I _ 2 - 1 222 217b. 3 18 aa.12 I storage 217 O twelfth grade S2 twelfth grade !0' ^ 17 229 227 as 12© 3' " 6'-0" 10'-1" 7'-4" 6'-0" 10'-2" 6'-0" 7'-4" 6'-0" 10'-2" 6'-0" X1T_4•, 6'-0" 10'-2" 6'-0" 17'-3" M1 rr O 8 a3.11 a3.11 5 96 .Q M, B 4 �---------� - - - - - - - � '-i�0.+ aNO 10,-a ,-6 6_ _ _ - --63,-4„ q , 6 6-a- � 52-0 42-0 O ^O �a3.1q V second floor plan W <oaD> keynotes 201 SEMI-RECESSED FIRE EXTINGUISHER 203 ADA-COMPLIANT HIGH/LOW DRINKING FOUNTAIN 204 JANITOR SINK.PROVIDE BLOCKING AND UTILITY SHELF/MOPAND BROOM HOLDER ABOVE 205 INSTALL BLOCKING FOR WALL MOUNTED EQUIPMENT;SEE FINISH PLAN revision: 207 BUILT IN MILLWORK,SEE INTERIOR ELEVATIONS 208 OWNER PROVIDED TV,CONTRACTOR INSTALLED.COORDINATE no. desc. date ELECTRICAL+DATA 209 MAGNETIC DRY ERASE MARKERITACK BOARD,CLASSROOM CONFIGURATION,SEE TYPICAL INTERIOR ELEVATION.PROVIDE BLOCKING AS NEEDED PER MFR 222 ELECTRICAL PANELS 227 REFRIGERATOR BY OWNER;COORDINATE ELECTRICAL 229 ROOF HATCH LADDER 254 PAINT EXPOSED STEEL BEAM P7 255 8'STAINLESS STEEL CORNER GUARDS 256 12'MAGNETIC DRY ERASE MARKER BOARD OF TYPE TO MATCH MARKER BOARD IN CLASSROOMS.PROVIDE BLOCKING AS NEEDED PER MFR 259 SINK RE:PLUMBING project: 231106 date: 02.1 1.25 permit set CITY APPROVED PLANS general notes: Reviewed for Code Compliance A. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.NOTIFY ARCHITECT IF second + DISCREPANCIES ARE FOUND. s e c O n B. GYPSUM WALLBOARD APPLICATION&FINISHING AT ALL EXPOSED PLANS MUST BE ON JOB SITE SURFACES TO COMPLY WITH SPECIFICATIONS. floor plan C. UNLESS NOTED OTHERWISE,ALL EXTERIOR WALLS ARE DIMENSIONED TO FOR ALL INSPECTIONS FACE OF FOUNDATION/GRID LINE. D. UNLESS NOTED OTHERWISE,ALL PARTITIONS ARE DIMENSIONED TO FACE OF STUD, a2. 12 E. UNLESS DIMENSIONED OTHERWISE,INTERIOR DOORS SHALL BE LOCATED 4" FROM ADJACENT PARTITION. Page 10 of 180 - - - - - - - - - - - - - - - - - - - - - - - - - f e.8- - - - - - - - - - - - - e.6 - - - - - - - - - - - - - e.4 - - - - - - - - - - - - - - - - - - - - e - - - - - - - - - - - - - - - - -d - - - - - - - c - - - - - b - - - - - - - - - - - - - - a 3 � � N 1g� C; a4.11 2 y a411 XL 4 277'-4" 29'-3" 29'-6" 29'-6" 43'-1" 35'-4" 16'-8" 12'-0" 30'-0" 17 3 30'-8" 17'-0" a8.14 1 a8.15 T.O.PARAPET 604 . ... ... T.O.PARAPET 4 — — — — — — — — — — — —30._8. — — � — — — — — — t — — — — 615 — — — — — —I —I 2 n 4 T.O.PARAPET — — — — — — — — — — — — — — — — — 16'-0" 4 16'-0"- 3 3 — �A-PET T.O.PARAPET - - - - - - 3 a a8.15 L 9CC� q Y Qy`' a8.15 4 U U d ® 13 30._0. ® © m o M T.O.ROOF CURB 602 TYR + 601 G 30'-8" I `I 601 12 6016, -' a8.15 O a4.11 T.O.PAW PE 3/8"/1'-0"_ I 3/8"/1'-0" TYP. TYP. 602 602 TVP. 3/8"/V-0" STRUCT.SLOPE 603 Q I STRUCT.SLOPE a8.15 ' 10 605 STRUCT.SLOPE 605 STRUCT.SLOPE a8.15 613 y TYP. 605 607 ® 603� _ JP�� ❑ ❑ 13 TYR TYR w � ❑ LJ LJ LJ 605 \ ,pY�� G,9CC(c J G�<FL❑ 4 J � Y _ 607 o 603 O M a8.15 607 0" 3/8"l1'-0" 3/8"/1'-0 \ This document is the proper,U ® CRICKE CRICKET ® CRICKET RICKEY 602 ARCproHItedoby and is _ U ❑ 603 ARCHITECTS and is international lows. Use, - 603 SIM. u reproduction, or 601 ❑ 607 G� 2 3 modification of this document without first 602 C U ❑ a8.15 obtaining written permission of erstod 603 ® NP' TYP 13 30'-8" 3/8"/1'-01, _ ❑ ❑ m 16'-0" ARCHITECTS is prohibited. This document may not be 3/8"/1'-0 3/8"/1'-0" PARAPET STRUCT.SLOPE 602 T.O. —� �.� = w 605 used in any unauthorized - STRUCT.SLOPE STRUCT.SLOPE - w �C y�J - wa �CF` JQY a0 607 603 PARAPET manner. 02025 El 1111 � 605 o O JP rn � F 610 « 3 U 618 r 802 STRUCT.SLOPE 610 F ❑ 7 2 1 5' ❑ 4 V/ a8.15 - EEL— TYP U 804 802 604 T.O.PARAPET �V a8.15 T.O.PARAPET 602 610 30'-8" �•— •—•—•—•� 618 J R w T.O. ARAPET i i TYP. O 602 GgCC� r 615 , 20 M a8.1a M 8 — — — — — — — — — — — — — — — —� — — — — — — — — —�-- — — — — 00 _ _ _ I _ _ _ I _ _ 604 a8.15 1 RAPE �.��......... 4 18-0 16,_0• O N 0 N T.O.PARAPET a8.15 3 TO PARAPET T.O.PARAPET a8.15 52'-0" 42'-0" 94'-0" � � 3 roof Ian M`m p a 1/8"=1,_0„ W W CITY APPROVED PLANS revision: Reviewed for Code Compliance no. desc. date PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS ppp keynotes general notes: date: 02.11'.25 A. ROOF CRICKETS AND VALLEYS TO BE A MINIMUM OF 1/4"PER V-0" 601 SNGLE-PLY MEMBRANE ROOFING SYSTEM OVER R-30 MINIMUM SLOPE. RIGID INSULATION B. PROVIDE CRICKET AT HIGH SIDE OF ALL ROOFTOP EQUIPMENT WITH 602 BUILT-UP CRICKET WITH VALLEY SLOPE AT 1/4"PER T-0"MIN. DIMENSION OF 24"OR GREATER PERPENDICULAR TO ROOF SLOPE. 603 ROOF DRAIN AND OVERFLOW DRAINS TO RECEIVE HEAT TRACE C. MECHANICAL VENT PENETRATIONS AND EQUIPMENT LOCATIONS ARE 604 PREFINISHED METAL COPING CAP SHOWN FOR COORDINATION AND REFERENCE ONLY.SEE MECHANICAL DRAWINGS FOR MORE INFORMAT, ON. permit set HVAC UNIT ON MECHANICAL CURB.ENSURE CURB IS LEVEL D. TOP OF ALL MECHANICAL EQUIPMENT CURBS TO BE LEVEL AND A 607 ROOF WALKING PADS.INSTALL PER MANUFACTURERS MINIMUM OF 12"FROM TOP OF ROOFING MEMBRANE. RECOMMENDATIONS.ENSURE CONTINUOUS PATH TO E. ALL SHEET METAL WORK SHALL CONFORM TO THE REQUIREMENTS OF MAINTENANCE SIDE OF ALL MECHAN CAL UNITS S.M.A.C.N.A ARCHITECTURAL SHEET METAL MANUAL 1987 OR LATER 610 ROOFPENETRATION EDITON. 613 ROOF HATCH F. ALL WOOD BLOCKING TO BE PRESSURE TREATED.LUMBER 615 CANOPY,PER METAL BUILDING MANUFACTURER ACCEPTABLE TO ROOF MEMBRANE MANUFACTURER. 618 ADD FALL PROTECTION ANCHOR POINTS FOR ANY EQUIPMENT G. COORDINATE ALL VENTS THROUGH ROOF WITH MECHANICAL AND PLUMBING.PROVIDE FLASHING AT PIPE PENETRATIONS. LOCATED LESS THAN 10'AWAY FROM PARAPET 621 ANCHOR POINT-LOCATE MINIMUM 10'-0"FROM ROOF EDGE roof plan a2. 13 Page 11 of 180 a b c d e T a41 g 4 2 304 a411 EF-1 EF-1 EF-2 EF-3 a4.11 P6,_°. Q• 309 308 304 308 4'-8" 4'-0" 8'-8" 4'-0' 9'-4• 4'-0' T-4" 4'-0"' 6'-0" p q aey 309 309 3 N` r� — — — — — — — — — — +130'- Y 5 t.�:E parapet EL v ies Der structural — — — — — — — — — — — — — — — — — — — — — — — — o.roo s ruc ure C.J. 304 EF-3 EF-2 EF-1 C.J. 309 a8.12 a8.12 a8.12 a8.12 a8.12 a8.16 a8.12 #0 EQ EQ 18'-6" EQ EQ +121'-$" 307 321 307 310 rim t.o.s1G nc1osure LD310 307 307 — — 307 307 307 307 +11 T-2" h as 12 t.o�.T.�parapet Y — I - t.o. parape J EQ EQ EQ EQ EQ EQ E EQ 334 E EQ +114'-0" 320 fIr11S SOCOn OOr 310 ❑� Rol RD[E] L h IF I +100'-0" h finishfirst floor Y 1z CMU-2 CMU-1 EF-3 EF-1 M-1 a8.14 CMU-1 CMU-2 E6 EF-2 EF-3 CMU-1 CMU-2 ❑�❑ North Elevation - Main Entry 1/8"=1'-0.. 10 8 7 3 6.2 5.4 a4?11 4 3 2 1 1 a'11 3 8 9 10 a421 CMU-3 EF-1 CMU-1 CMU-2 a421 13'-0" 304 +130'-8" o.F2.parapet — — — — — — — — — — — — — Der s ruc ure EF 1 varies Der structural I MU-3 I I +121'-8" o 1 t.o deencosure This document is the proper y of erstad — — — — — — 307 307 4�1301 — 307 _ +117� ARCHITECTS and is _ _ _ _ _ To.-FT. .-hig parapet Y protected by U.S. and 12'-8" EQ EQ 77EQ EQ EQ E77 +116'_�" international laws. Use,0. F parapet EF-2 ficction of this 307 +114-0dounnodlment without first ELL 306 IRIS secon Or obtaining written ❑ ❑ O ❑ ❑ ❑ ❑ ❑ prohibited. permission o ers a 5 ARCHITECTS is 310 This document may not be a8.2 '� ma Hoer. 62025 authorized - �E EF-3 +100'-0" Inishtirs or CMU-1 307 EQ EQ CMU-2 307 231 307 231 231 137 CMU-1 CMU-2 231 C.J. 2 East Elevation 3 West Elevation _ 1/8"=1'-0" 1/8"=114" ry 3 2 4 y a4.11 f a4.11 P+ a4.11 5 �r CMU-2 C.J. CMU-1 EF-1 EF-2 EF-3 }' r— CD 304 EQ EQ 18- 309 309 308 309 309 308 � ( ) 00 +1 ar'-8" J 309 a8.12 EF, ^' O (n a8.12 a8.12 a8.12 a8.12 a6.12 a8.12 Y/ 310 C.J. � it EF-2 EF-3 — — — — — — +121'-8" 307 307 t.o.slil�nclosure V 310 304 /1 5 ❑ +116'_011 307 .O. parape _ _ _ finis 1 e ndfloor 307 E EQ# EQE 00� o EQ EQ EQ EQ EQ E CMU-2 \V O ❑ 307 307 ❑ ❑� �❑ ❑� �❑ �� �� �� �- ❑ CMU-1 +100'-0" 231 Inf—UTirst floor 137 231 231 307 CMU-1 CMU-2 EF-1 EF-3 306 303 M-1 EF-1 ❑�❑ South Elevation - Courtyard revision: ❑�❑ 118"=T-0" no. desc. date 3 1 $ 7 <°°°> keynotes CITY APPROVED PLANS 231 ROOF DRAIN OVERFLOW OUTLET WITH COWS TONGUE Reviewed for Cade Compliance 303 20 GA ANODIZED ALUMINUM BRAKE METAL TO MATCH STOREFRON 7 8 9 10 1 2 4 304 364 12"or bigger.This is over 200'from the road. 304 PRE-FINISHED METAL PARAPET CAP-PAINTED M-1 PLANS MUST BE ON JOB SITE Please add address to the monument sign as well. 30 CANOPY FOR ALL INSPECTIONS 3077 WALL MOUNTED EXTERIOR LIGHT FIXTURE 308 CONTROL JOINT 309 AT TAL LOCATIONS WHERE COLOR CHANGES INA project: 231106 CMU-1 exterior material schedule: 310 SINGRE WALL PANEL date: 02.11.25 CMU-1 320 BUILDING SIGNAGE,PROVIDE BLOCKING AND POWER REQ RED EF-1 EF-2 FINISH LEGEND DESCRIPTION FINISH LEGEND DESCRIPTION MANUFACTURER: PRODUCT:PREFINISHED METAL-TO BE SELECTED RTMENT 306 304 EF-1 PRODUCT:EIFS PANEL 322 MECHANICAL EQUIPMENT 304 M-1 FROM MANUFACTURER'S STANDARD COLORS I I I COLOR:SW 6278 CLOAK GRAY BASIS OF DESIGN COLOR:SW 7019 GAUNTLET GRAY 334 CENTER VENT OVER WINDOW L — MANUFACTURER: permit Set EF-2 PRODUCT:EIFS PANEL EF-1 COLOR:SW 7710 BRANDYWINE M-1 — — — — MANUFACTURER: "—"— EF-2 EF-3 PRODUCT:EIFS PANEL 0 CMU-2 COLOR:SW 7028 INCREDIBLE WHITE MANUFACTURER:BASALITE general notes: 7 3013 CMU-2 CMU-1 PRODUCT:Hi-R-H BLOCK a8.14 COLOR:GRANITE GOLD-GROUND FACE A. DO NOT SCALE HATCH PATTERNS.FOR MATERIAL REPRESENTATION Ll MORTAR B.O.D.:TRUE TONE MC88-IRON BLACK ONLY. B. PAINT ALL EXPOSED ROOF PENETRATIONS TO MATCH ROOF. MANUFACTURER:BASALITE C. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES,OPENINGS elevations 303 CMU-2 PRODUCT:Hi-R-H BLOCK-SINGLE SCORE BETWEEN WALLS AND FOUNDATIONS,BETWEEN WALLS AND ROOF, COLOR:GRANITE GOLD-SMOOTH FACE BETWEEN WALLS AND PANELS,AT PENETRATIONS OF UTILITY SERVICE MORTAR B.O.D.:TRUE TONE MC88-IRON BLACK THROUGH WALLS,FLOORS,AND ROOFS,AND ALL OTHER SUCH OPENINGS MANUFACTURER:BASALITE MANUFACTURER:BASALITE INTO BUILDING SHALL BE SEALED,CAULKED,GASKETED,OR ,.} WEATHERSTRIP FED TO LIMIT AIR LEAKAGE AROUND THEIR PERIMETER 5 partial elevation a 6 partial elevation b partial elevation c 8 partial elevatlOn d COLOR:GRANITE BLOCK COLOR:GRANITE BLOCK WHEN IN CLOSED POSITION. all 1 CMU-3 COLOR:GRANITE GOLD-SMOOTH FACE CMU3P COLOR:GRANITE GOLD-SMOOTH FACE- MORTAR B.O.D.:TRUE TONE MC88-IRON BLACK PAINTED SW 6278 CLOAK GRAY 1/$"=1'-�" 1/$"=1'-q" 1/$"=1'-0" 1/8"=1'-0" MORTAR B.O.D.:TRUE TONE MC88-IRON BLACK Page 12 of 180 — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — e.3 — - - - - - - - - - - — - - — — — — — — — — — — e.6 — — — — — — — — — — — — - - - - - - - - - - - - a — - - - - - - - - — f.5 — — — — — — — — — — —�- - - g�a a4.21 I I I elevator I I I I 2 I I 3 5 I 212 a4.11 -}- a4.11 a4.21 30'-0" janitor 235 corridor 215a . 2 a4.21 _ _ _ ' - t—2.parapet _ _ _ - _ , t.6 Der structural a411 I I i I I 2 I I i t.os�uc ure 1 • • o, i aa.21 i +p 2 osure - -I - - - - - - - - — - - - rj - i- o.side+121'-8"cnmma usti 70 aa.13 ninth grade ° ° tenth grade tenth grade eleventh gr.de 228 �� +11T-2" Ig parapet - - - - - - I- - - - - - - ° rho TF parapet 11 014 o- o - - Id SBuurlu liour L 504 corridor conference ® sixth grade sixth grade eighth grade eighth gra e i i p 15a medical arts 143 120 124 126 128 122 ins first O0r ffu - _ -+ B B 3 U H III ��—IIII 2031 ' reception lobby restroom foyer elevator maintenance 140 101 1 00 112 118 building section @ elevator + classrooms This document is the property of erstad ARCHITECTS and is protected by U.S. and international laws. Use, 2 3 5 6 7 9 10 1 8 9 reproduction, or modification of this 1 document without first a4711 1 3 a411 3 obtaining written � perm I of e rstod a4.22 ARCHITECTS is prohibited. a4.22 a8.13 SIM This do ument may not be 2 used in any unauthorized a4,22 I i l manner. 62025 0. .+parape„ vaes Der structural - - ��- rio.roof structure 2 - I I N ' 523 i I - - - - - -- - - - - - 523 eleventh grade corridor eleventh grade I cnmma tus Ice criminal justice corridor twelfth grade I �! _ 22r I o �soa 225 I _ 228 - - - 228 - 215a - - 229 I I_ +11 T-2" parap _ _ _ _ _ I I +116'I 00o parape 0.1 _ I finish secand tloor r 523 I I business/ o raphic arts eighth grade i eighth grade i medical arts medical arts marketing 127 I M till126 125 128 F 128 129 ��II co +100'-0" _-ff rtfoo- 777--MAMM-M-M-M- I I 3 8.13 � '� ... ... MMMMMT � - N M building section @classrooms + hallway building section @ technical suites ^+ W W 2 5 9 10 revision: no. desc. date a4.11 I I I 3 _ a4.22 - .o. Ig parapet +parape" } - � - - - - - - -t.o TF parapet Y 1 +114'-0" project: 231106 o00 o gq2 842 I oI finis second floor 000 keynotes General notes. date: 02.11.25 A. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.NOTIFY ARCHITECT IF i ❑o d I I 504 ! I\�5 203 ADA-COMPLIANT HIGH/LOW DRINKING FOUNTAIN DISCREPANCIES ARE FOUND.g, GYPSUM WALLBOARD APPLICATION&FINISHING AT ALL EXPOSED aq,22 208 OWNER PROVIDED TV,CONTRACTOR INSTALLED.COORDINATE SURFACES TO COMPLY WITH SPECIFICATIONS. ELECTRICAL+DATA i C. UNLESS NOTED OTHERWISE,ALL EXTERIOR WALLS ARE DIMENSIONED TO 504 ACOUSTICAL LAY-IN CEILING CLOUD ACT2 FACE OF FOUNDATION/GRID LINE. 523 OPENING IN ACOUSTICAL LAY-IN CEILING FOR O.H.DOOR D. UNLESS NOTED OTHERWISE,ALL PARTITIONS ARE DIMENSIONED TO FACE permit set _ +100-0� 842 BRAKE METAL TRIM AROUND OPENING-SEE DOOR DETAILS OF STUD. flnlBTfifSt�I-0f Y E. WALLS FULL HEIGHT UNLESS OTHERWISE NOTED. =1 'I111 _ 208 208 1 entry cafeteria i 100 commons bui g section @ ldin entry + cafeteria 102 CITY APPROVED PLANS 4Reviewed for Code Compliance sections PLANS MUST BE ON JOB SITE a41. 11 FOR ALL INSPECTIONS Page 13 of 180 o� a e e f 9 I I I I I SINGLE-PLY ROOF MEMBRANE PER SPECIFICATIONS L 3 a8.15 PREFINISHED METAL PARAPET CAP PREFINISHED METAL PARAPET PREFINISHED METAL PARAPET CAP SINGLE-PLY ROOF MEMBRANE CAP PER SPECIFICATIONS 3 SINGLE-PLY ROOF MEMBRANE —� 3 — — — — — a8.15 — — — — — a8.15 a8.15 +130'-8" PER SPECIFICATIONS _ — — — — — — — — �F.2.parape R-30 MIN.INSULATION R-30 MIN.INSULATION r , a8.13 -�-� SINGLE-PLY ROOF MEMBRANE g PER SPECIFICATIONS 15 a8. a8.15 R-30 MIN.INSULATION ROOF JOIST AND METAL DECK -�-� PER STRUCTURAL DRAWINGS R-30 MIN.INSULATION CONCRETEE MASONRY UNIT 0 5 MECHANICAL CHASE This document is the SUSPENDED CEILING PER property of erstad a8.17 REFLECTED CEILING PLAN ARCHITECTS and is WALL PER PLANS +121'-8' international laws. Use, protected by U.S. and r t as an osure reproduction, or modification of this 10"HI-R-H CONCRETE document without first obtaining written MASONRY UNIT per of erstad ARCHITECTS is prohibited. ROOF ACCESS DOOR This document may not be used in any unauthorized 3 1g >< manner. 62025 a8.15 8 a8.15 a8.15 PREFINISHED METAL PARAPET CAP 8 SINGLE-PLY ROOF MEMBRANE, - -�-� -� — +117'-2" J� a8.15 I� — — — —WRAP UP AND OVER CMU, — — — — — — — — — — — — — — — — — — — — — t-k UNDER PARAPET CAP,PER -T.o�hi 7i parapet SPECIFICATIONS 1 7i i N +parape11 t J R-ao MIN.INSULATION _ _ _ _ _ _ _ _ i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .IFparape SIM T i 7 CONCRETE OVER METAL DECK 1 a8.12 PER STRUCTURAL DRAWINGS 10"HI-R-H CONCRETE MASONRY UNIT +114'-0" - — — — — — — — — — .—.— .� — — ins l�secon oor L -J I B� �r CONCRETE OVER METAL DECK }' �� PER STRUCTURAL DRAWINGS I ' M 00 FF SUSPENDED CEILING PER �� C SUSPENDED CEILING PER 4 REFLECTED CEILING PLAN REFLECTED CEILING PLAN SUSPENDED CEILING PER a8.16 REFLECTED CEILING PLAN 0 0 0 o N XERN ca 3 WINDOW PER PLAN AND WINDOW SCHEDULE /4-0 6 a8.19 4 B� a8.16 8"CONCRETE MASONRY UNIT WALL PRECAST SILL I a8 12 10"HI-R-H CONCRETE MASONRY UNIT IL1 19x > SLAB ON GRADE PER -� -� SLAB ON GRADE PER STRUCTURAL SLAB ON GRADE i / SLABCT GRADE PER a8.12- -- STRUCTURAL PER STRUCTURAL STRUCTURAL revision: o desc date oor � 0' 0" n —III III III I'4.. a° °• _ �- = MIN.R-10 RIGID INSULATION —III .„ MIN.R-10 RIGID INSULATION —III—III —III—III— 4?°- —III—III—III— —III—III .. FOUNDATION AND STEM WALL ELEVATOR PIT PER STRUCTURAL —III � - J—III II III III III :: III— — — —III—III III III II � III I III • — FOUNDATION AND STEM WALL PER I—I I I—I I —I —I —III—III — —III—III I—rl _I —III III , ` III STRUCTURAL III III I� III III III III III III III III III III — FOUNDATION AND STEM WALL _ _ _ s _ PERSTRUCTURAL —III N° I'I—III I—I I I—I I FOUNDATION AND STEM — °>: _ '__ __° —I —III—III—III—III—III—III—III—III—III i—I I I—I I I I I I—I I WALL PER STRUCTURAL DAMP PROOFING —I _— _ — — I— I-1 I M I-1 I I-1 I Ipa l l-1 project: 231106 date: 02.11.25 IIII III— III - - + dt+ - H - H�H�H -it+ - permit set cmu @ work room cmu + roofing @ elevator shaft wall section @ low-roof access interior cmu shear wall cmu full height exterior wall 1/2"=1'-01, v2^=r-o^ � 1v2'=r-o" fir'=1'-0° 1v2"=1'-0^ sections CITY APPROVEDPLANS EUIONa VLANS MUST BE ON 1OB SITE FOR ALL INSVERIONS a4.21 Page 14 of 180 0 5 8 2 9 7 H I L SINGLE-PLY MEMBRANE PER SPECIFICATIONS 4 PREFINISHED METAL PARAPET CAP 3 PREFINISHED METAL a8.15 a8.15 PARAPET CAP SINGLE-PLY MEMBRANE 8 _ _ _ +-par-8" J, —PER SPECIFICATIONS — — — — — — — — — — �.O �p8r'-8t t, 1 SINGLE-PLY MEMBRANE a8.15 a PER SPECIFICATIONS MIN R-W INSULATION MIN R-301NSULATION I I MIN R-301NSULATION ROOF JOIST AND METAL DECK PER STRUCTURAL DRAWINGS ROOF JOIST AND METAL —-—-—-—-—-—-L I DECK PER STRUCTURAL BEAM PER STRUCTURAL O •� DRAWINGS DRAWINGS ROOF JOIST AND METAL DECK PER STRUCTURAL DRAWINGS 9 a8.15 ISUSPENDED CEILING PER This document is the REFLECTED CEILING PLAN property of erstad ARCHITECTS and is SUSPENDED CEILING PER nternational lows. Use, WALL PER PLAN REFLECTED CEILING PLAN protected by U.S. and L- —-—-—-—-—-— - reproduction, or modification of this WINDOW PER PLAN AND ocumen I ou first WNDOW SCHEDULE obtaining written permission of erstad 9 ARCHITECTS is prohibitedx PRIER NISHED METAL . a8.13 PREFINISHED METAL PARAPET CAP This document may not be PARAPET CAP used in any unauthorized Inn 62025 4 a8.15 OPP 10"HI-R-H CONCRETE — — — — — — — — — — a _ + 7 ` MASONRY UNIT EXTERIOR WALL PER PLAN a8.15 O.F.1T19 1f—P8r8P@f-� �Ch 1 9 J SINGLE-PLY MEMBRANE 11 —EXTERIOR WALL PER PLAN a8.12 a8.15 PER SPECIFICATIONS CONCRETE OVER METAL 6 CONCRETE OVER METAL a8 15 9 PER SPECIFICATIONS DECK PER STRUCTURAL ag 12 DECK PER STRUCTURAL M 1 DRAWINGS - -� DRAWINGS CONCRETE OVER METAL MIN R-30 INSULATION a8.15 L_ a8.13 DECK PER STRUCTURAL MIN R-30 INSULATION MIN R 21 GATT INSULATION — — _ — — — — — — — — — — — — — — ' DRAWINGS +114' 0" - I. fnsnLTfloor BEAM PER STRUCTURAL 1 BEAM PER STRUCTURAL EXTERIOR WALL PER PLAN I I DRAWINGS ` DRAWINGS 5 r O WALL MOUNTED EXTERIOR LIGHTING, -I }' 0 �- I SEE ELECTRICAL DRAWINGS WALL MOUNTED EXTERIOR LIGHTING, a8.16 M J SEE ELECTRICAL DRAWINGS � (� 4 OPP 00 BEAM PER STRUCTURAL EXTERIOR WALL PER PLAN .—.—.—.— DRAWINGS SUSPENDED CEILING PER n=a15 ^+ a I I SUSPENDED CEILING PER REFLECTED CEILING PLAN I I a8.16 W o SUSPENDED CEILING PER REFLECTED CEILING PLAN I I REFLECTED CEILING PLAN 5 I I I I (� {� a8.16 9 5 WALL PER PLAN a8.17 — J L-—-—-—-—- -- 19 - - OVERHEAD DOOR PER \V a8.13 - PLAN AND PER SCHEDULE WINDOW PER PLAN AND WINDOW SCHEDULE 4\ DOOR PER PLAN AND DOOR 4­0 SLAB ON GRADE PER OVERHEAD DOOR PER SCHEDULE STRUCTURAL DRAWINGS PLAN AND PER SCHEDULE WINDOW PER PLAN AND > WINDOW SCHEDULE W 5 /1 a8.16 SLAB ON GRADE PER �i/ SLAB ON GRADE PER SAW CUT JOINT AT ALL STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS OPENINGS-ALIGN WITH EXTERIOR WALL PER PLAN INTERIOR FACE OF STEM SAW CUT JOINT AT ALL 18 SAWCUT JOINT AT ALL WALL OPENINGS-ALIGN WITH 20 MIN R-10 RIGID a8.17 OPENINGS-ALIGN WITH INTERIOR FACE OF STEM SLAB ON GRADE PER -- — INTERIOR FACE OF STEM SLAB ON GRADE PER WALL STRUCTURAL DRAWINGS a8.12 - — FOUNDATION INSULATION --� WALL 19 STRUCTURAL DRAWINGS 20 ' revision:�£0 st floor0' 0" no. date — — Ir I I fInls `..- _ III—III—III FOUNDATION INSULATIONIII- -I —I —III III III—III—III—III— _ —_—_— MIN R-,9 RIGID FOUNDATION AND STEM MIN R-10 RIGID III—III—III—III III—III—III—III—III—III —III—III—III—III III I— p A�LW NE SSTRUCTURAL �,".i III— — FOUNDATION INSULATION —III—III—III— III—III a MIN R-10 RIGID FOUNDATION AND STEM FOUNDATION INSULATION III—III I—III—I I_I —III— I_I I_I I_I I_ I- III III III—III WALL PER STRUCTURAL I— —III—I i I —III—III —III—III III—III—III —III—III—III—III I,I—I _ FOUNDATION AND STEM —III—III—III `` DRAWINGS III FOUNDATION AND STEM _ WALL PER STRUCTURAL III—III r _ _ - 1 III— (WALL PER STRUCTURAL III—III—III I I I_I I I_I I I_I I_I —III— I_I I_I —III— ' a III- —I DRAWINGS DRAWINGS III—III—III—III—III—III— ICI —III—III —III—III—III—III � —III III—III .° III—III—I I III III III III III III III III III III—III—III—III 1 =rtr111= —tit 1-fl-tit=1-fi -11 III III—III—III—III—I I_I ;III III;III;III III;III; — — — — — — — — —1II-1II-1II-1II-1II-1II-1II-1II-1 -III-III-III-III-III- IIII IIIII IIIII IIIII IIIII IIIII II project: 02111106 .25 I permit set overhead doors @ classrooms 2 metal stud wall @ exterior high parapet 3 overhead door @ cmu A storefront @ entry metal stud wall @ acoustic ceiling Wall 1/2"=1'-0" L 1/2"=1'-0" � 1/2"=1'-0" `* 1/2"=1'-0. � 1/2"=1'-0" sections CITY,APPROVED PLANS 'U1S'T E'0'N a'B_S1 a4.22 PIANS MUST BE ON lOB SITE FOR ALL INSPERIONS Page 15 of 180 elevator a 3 2 equipment a4.11 aa.11 office aa.11 112b I I I 135b E�E eighth grad eighth grade sixth grade sixth grade maintenance ° °office fire riser Ea ea °�33a 134 - - - 126 - 124 - - - 122 - -120 - 118 113 boys- girls- - restroom foyer- - - - office office - conference - 1- t n -1 104 103 110 EQ EQ EQ - - �.t� �n anc CL 118A 114 306 2 _ _ _ _ 1 - 1 - 3 523 1 1 1 1 1 1 1 1 511 "- "" 11 - V. - - - I - - - y 4 +9• °" - - - - - - - - - - - - - +9 0. +s'-o^ reception 9 1 1 I 1 1 I 1 1 1 ` +g °EO 4 1 - 140 L a8.17 3 5" -5 5'-0 5-0"1'-5 i5' - 1 - 1 1+10'-0" 1 - ? I +10,_0.. +10'-0' +10'-0" +10'-0" - 1 j a 511 ° 12" - - w Lit 1 1 - 1-- z'-a^ +1� o" ---- - - - - - 10 0 5 0" 5 0 1 I 1 1 1 - 11 4'-2"2'-7 medical arts I� - - - - - Z 1 128 ' i u 1 - I I - 1 1 - I 1 - - 1 - 511 J 1 11 , a4.11 1 1 w EQ elevato L 1 2'-0" a SIM +1a-o^ 112 — storage ® 1 511 _ 148 T30 3 5"4 W - +8'-8" -7'-0 - 13'-6" - —14'-6"- 14-6I —14'-6 - 14'-6" - 14'-6" - 14'-6" - 13'-6 -4"- - - - - - - - - - - __ _ O Ice Office Office a8.13 +9 0"' +Er 0" W 1 ° c s it 2 - - - - -TrP 107 106 s1s 105 office - - a8.11 1 1 530 P. 515 m w s2 - ul culinary 530 I ' O TYP — — w — — — - classroom g,-2„ 146 I II Stair 1 This document is the 6" 10'-0' 6^ 3 EQ 17'-JTYP E-17'-8"TYP EQ s23 culinary property of erstad i a8.13 S1 150 ARCHITECTS and is ___ _ protected by U.S. and 1 +1°-° 1 TYP TYP international lows. Use, - - - - - - - - - - - - - - - - - - - - - - - reproduction, or business/ I1II I 1 1 1 1 w marketing +s'-o'`: — — — _ — — — 1 — 1 1 , modification of this +10'-0" +10'-0" +10'-0" +10'-0" 521 w obtainingl wr ttent first FF 129 ® I 1 I storage ______ O w ARCHITECTS is prohibitedJ +9-0^ permiss'on of erstad ®. 111 - -- w 520 ® 528 This document may not+ 0". mausenner. 62025 in any authorize �w lis - b 511 ��, - - - scullery �� --J 11 0W 153 -4 EQ E U, a 1 I 1 commons - - 1 1VEL a4 21! I I +g' 0" — — — — — C — — 102 sza I 1 1Ch ETI 1 +10, °^ Ea Ea Ea Ea Ea Ea Ea Ea eighth grade seventh grade seventh grade electrical, I w° 528 �~ 1 1 1 125 seventh grade 121 119 117 530 — 1 TYP 1 _ 515 a8.17 - 1 - is r 9 - 6„ - - - - ._ E. M _ _ fir � CO- - - - - - t�� - - - - - - - - - - - - - - - - - - It E. E° t E � arts single user single user 3os to o o E. o E. ^^++ �0 graphic 9 9 1'-10^ W C N 127 F 132 F 131 kitchen 155 M 3 m first floor rcp a) FINAL EXIT SIGN PLACEMENT TO BE > DETERMINED ONSITE BY COTF INSPECTOR. VERIFY AT ELECTRICAL ROUGH-IN. revision: no. desc. date l.� NOTES:-SEE DETAILS I/a8.13+2/a8.13FORWALL keynotes ry notes: project: 231106 symbol legend. ATTACHMENT DETAILS general rIOtGS. dote: �2.11.2 -SEE ELECTRICAL DETAILS A. THIS REFLECTED CEILING PLAN IS PROVIDED FOR COORDINATION 306 CANOPY PURPOSES.COORDINATE AND REFER TO MECHANICAL AND 334 CENTER VENT OVER WINDOW ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL 'LINEAR LED LIGHT FIXTURE WALL MOUNTED VANITY LED LIGHT FIXTURE 511 1 HOUR RATED CEILING INFORMATION. OTS:OPEN TO STRUCTURE;SEE FINISH SCHEDULE ® 2X4'RECESSED LAY-IN LED LIGHT TROFFER 12 515 PAINT DUCT P7 FOR LENGTH OF DUCT B. UNLESS NOTED OTHERWISE,LIGHT FIXTURES SHALL BE CENTERED PENDANT MOUNT WHERE OTS WITHIN ROOM,SOFFIT,CEILING TILE AND/OR AREA SHOWN. SURFACE MOUNT AT ACT GRID 1 520 ACOUSTICAL DECK IN CAFETERIA,SEE STRUCTURAL C. COORDINATE WITH ELECTRICAL DRAWINGS FOR LIGHT FIXTURE permit set 521 OWNER PROVIDED PROJECTOR TYPES,SWITCHING,ETC. GWB:GYPSUM WALL BOARD CEILING,SEE FINISH 12'EMERGENCY LINEAR LED LIGHT FIXTURE 2X2'REGISTER 523 OPENING IN ACOUSTICAL LAY-IN CEILING FOR O.H.DOOR D. COORDINATE WITH MECHANCIAL DRAWINGS FOR MECHANICAL GRILLE LA SCHEDULE&10/a8.13 SEE DETAIL ® 2X4'EMERGENCY RECESSED LAY-IN LED LIGHT TROFFER PENDANT MOUNT WHERE OTS , 528 KITCHEN HOOD,SEE MECHANICAL LOCATIONS/TYPES,ETC. 529 STAINLESS STEEL SHROUD ABOVE WALK-IN COOLERS TO EXTEND SURFACE MOUNT AT ACT GRID E. ALL GRILLES AND DEVICES MAY NOT BE SHOWN ON THIS PLAN. ABOVE ACT COORDINATE FINAL LOCATION WITH MECHANICAL AND ELECTRICAL ® loll 1X4'EMERGENCY SURFACE MOUNT LED LIGHT FIXTURE 530 HOLD LIGHT TIGHT TO B.C.8'LINEAR LED LIGHT FIXTURE RETURN MECHANICAL DRAWINGS AND WITH FIELD CONDITIONS. PENDANT MOUNT WHERE ORS F. FIELD VERIFY ALL DIMENSIONS. ACT1:SUSPENDED ACOUSTIC CEILING TILE,SEE FINISH SURFACE MOUNT AT ACT GRID SCHEDULE&DETAILS 4/a8.13 5/a8.13 9/a8.13 s EMERGENCY LINEAR LED LIGHT FIXTURE FIRE ALARM first floor 4 SURFACE MOUNT LED LIGHT FIXTURE PENDANT MOUNT WHERE OTS J' SURFACE MOUNT AT ACT GRID r� CITY APPROVED p NS rc p ® v 4 RECESSED LED CAN LIGHT ❑ EXHAUST FAN e<.�<.<US c"e<cN—SI ACT2:SUSPENDED ACOUSTIC CEILING TILE CLOUD, 4'EMERGENCY SURFACE MOUNT LED LIGHT FIXTURE plANS UST BE ON lOa SITE SEE FINISH SCHEDULE 8 DETAILS 3/a8.13 EXIT SIGN W.&LINSpERIONS a5. Page 16 of 180 0 XL 3 2 14,11 break/work room a4.11 single user 234 single user eleventh grade tenth grade tenth grade ninth grade single user; ser 232 233 single user g 228 224 222 220 230 231- - - - - - — - - - - - I - - - - - - - - - 1 1 3A, �I I 4 .g-0• I* I C storage r 218 1' criminal justice L�1 - 1 gyp} _ _ _ _ +m'-o° 111 6'-9" 6_a. 1 228 I o - 9 0", a4.11 1 1 --m — — — — — — — — elevator 1 I I I - 212 506 5.4 8'-8" —8._7 _ 12'_0., - 12'_0.,_ 11'-6" — 11'_6:, — 12'_O,._ 12'_ ,._ —• 12'_O,. — ' 11'-6' 11'_s,._ 2.0. — 4.9„ west stair TYP. ,6 light well S2b 530 515 a8.11 240 +,o _ +10._0,. a �� property uof eerstadthe a8.13 ARCHITECTS and is protected by U.S. and I 1 1 1 1 international laws. Use, _ _ - - - - - I I ' reproduction, or modification of this ® 1 1 1 1 ' 1 +10'-0" ' — I — EO EO document without first I obtaining written permission of erstad east stair ARCHITECTS is prohibited. Id This document may not be S1b used in any unauthorized +70'_0. +10'-0" III manner. (52025 1 1 1 — — I a4.21 �//�� V/ eleventh grade eleventh grade tenth grade ninth grade storage 225 223 221 219 217 I I I I �..1 ICY)0 •� COtwelfth grade twelfth grade CO 229 227 — O N m second floor rcp ^^++ 4-0`` W W revision: no. desc. date keynotes project: 231106 symbol d NOTES:-SEE ATTACHMENT 000 �_ Qeneral notes: dote: 02.11.25 Syl I I{Jol legenll, ATTACHMENT DETAILS -SEE ELECTRICAL DETAILS A. THIS REFLECTED CEILING PLAN IS PROVIDED FOR COORDINATION 506 ROOF HATCH PURPOSES.COORDINATE AND REFER TO MECHANICAL AND 515 PAINT DUCT P7 FOR LENGTH OF DUCT ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL I� WALL MOUNTED VANITY LED LIGHT FIXTURE 530 HOLD LIGHT TIGHT TO B.O.MECHANICAL INFORMATION. OTS:OPEN TO STRUCTURE;SEE FINISH SCHEDULE ® 2X4'RECESSED LAY-IN LED LIGHTTROFFER 12'LINEAR LED LIGHT FIXTURE B. UNLESS NOTED OTHERWISE,LIGHT FIXTURES SHALL BE CENTERED PENDANT MOUNT WHERE OTS WITHIN ROOM,SOFFIT,CEILING TILE AND/OR AREA SHOWN. SURFACE MOUNT AT ACT GRID 1 C. COORDINATE WITH ELECTRICAL DRAWINGS FOR LIGHT FIXTURE permit set GWB:GYPSUM WALL BOARD CEILING,SEE FINISH 12'EMERGENCY LINEAR LED LIGHT FIXTURE —®— TYPES,SWITCHING,ETC. SCHEDULE&10/a8.13 SEE DETAIL ® 2X4'EMERGENCY RECESSED LAY-IN LED LIGHT TROFFER PENDANT MOUNT WHERE OTS 2X2'REGISTER D. COORDINATE WITH MECHANCIAL DRAWINGS FOR MECHANICAL GRILLE SURFACE MOUNT AT ACT GRID I LOCATIONS/TYPES,ETC. E. ALL GRILLES AND DEVICES MAY NOT BE SHOWN ON THIS PLAN. COORDINATE FINAL LOCATION WITH MECHANICAL AND ELECTRICAL O IX4'EMERGENCY SURFACE MOUNT LED LIGHT FIXTURE 8'LINEAR LED LIGHT FIXTURE © RETURN DRAWINGS AND WITH FIELD CONDITIONS. PENDANT MOUNT WHERE OTS F. FIELD VERIFY ALL DIMENSIONS. ACT,:SUSPENDED ACOUSTIC CEILING TILE,SEE FINISH SURFACE MOUNT AT ACT GRID SCHEDULE 8 DETAILS 4/a8.13 5/a8.13 9/a8.13 8'EMERGENCY LINEAR LED LIGHT FIXTURE =�\ FIRE ALARM second 4'SURFACE MOUNT LED LIGHT FIXTURE PENDANT MOUNT WHERE OTS ?" SURFACE MOUNT AT ACT GRID 4 RECESSED LED CAN LIGHT ❑ EXHAUST FAN floor rc p ACTSEE F SUSPENDED ACOUSTIC CEILING TILE CLOUD, ® 4'EMERGENCY SURFACE MOUNT LED LIGHT FIXTURE CITY APPROVED PLANS SEE FINISH SCHEDULE&DETAILS 3/a8.13 �* EXITSIGN —F.NR-UST BE ON JOB SITE FOR ALLINSPECTIONS a5. 1 Page 17 of 180 Culinary Equipment Schedule co > g m J Q Q E W ❑ Of g� ZLU U Z 3 U J 0D C1) UNIT UNIT UNIT LU TAG COUNT LL Z DESCRIPTION MANUFACTURER MODEL DEPTH WIDTH HEIGHT W <p a (9 Comments 2.1 1 GC SUPPLIER 60"Work Table,Stainless John Boos T 24" 60" 36" Steel FBLGR5-6024-X az23 5.1 2 GC SUPPLIER Wire Shelving Olympic Olympic J2424K 24" 48" - 6 1 GC SUPPLIER 3 compartment sink John Boos 2B,L_29.5" 77--76" Yes I t� 16.1 5 GC SUPPLIER 24x48"Wire Shelving Olympic J24466, 48" - 6 9 2 GC SUPPLIER hand sink John Boos PBHS-W-1410-P-SS 10" 14" Yes 26 1 GC SUPPLIER Convection Oven Southbend 38" "" 39.25" 66.75" Yes Yes 34 s.1 s.1 6.1 16.1 27 1 GC SUPPLIER Griddle;i/2- °Star M&A60- 836TA 34.2" '60�_36" 18" Yes Yes ITEM#27.2-EQUIPMENT STAND(1 EA REQ'D) 29 1 GC SUPPLIER ounterto Wells HDHP-3630G " 30.25" 36" " 15' Yes Yes John Boos EES8-3060-x 1s.1 30 1 GC SUPPLIER Gas Fryer O p a e, Pitco 35" JZ- 16" 46" Yes Yes Equipment Stand,60"W x 30"D x 24"H,18/430 31.5 35 19 5.1 y burner SG14-S - - - - - - - 31 4 GC SUPPLIER 36"x60"Work Tabl ST6-3660SS - 60" 36" ITEM#29.2-EQUIPMENT STAND(I EAREQ'D) L John Boos EES8-3036-X 207 31.1 1 GC SUPPLIER Wall Mount Shelf ato John Boos BF85 8 12" 82" 9." Equipment Stand,36"W x 30"D x 24"H,18/430 m 33 1 GC SUPPLIER Reach-In Refrigerator Atosa MBF8508GR 32" 82" 83" Yes 34 1 GC SUPPLIER Reach-In Freezer Atosa MFR85 GR 32" 55" 83" Yes a7.z3 2.1 35 1 OWNER OWNER Espresso Machine,Group 2 TBD TBD 22" 38" 20" 45 45 1 GC BSR Security Dome Mirror 1­12A 1 GC GC Kitchen Exhaust Hood-see Captive-Aire 5424ND-2-PSP-F 4'-6" V-5" 31 31 31 31 33 mechanical drawings H2B 1 GC GC Kitchen Exhaust Hood-see Captive-Aire 5424ND-2-PSP-F 4'-6" 8-5" mechanical mechanical drawings 29.2 27.2 culinary 4.1 Kitchen+ Scullery Equipment Schedule 150 } 261 30 -H2B H2A 261 4 ❑ ¢ 5.1 31.1 6 6.1 r = J U Z 1 1 19 6.3 Z 09 UNIT UNIT UNIT U ul II 1 26 1 z 1sSCULLERY °I TAG COUNT LL z DESCRIPTION MANUFACTURER MODEL DEPTH WIDTH HEIGHT W o a Comments P H3 2 GC GC Kitchen Exhaust Hood-see Captive-Aire <varies> 4'-6" 12'4" - - - - - - ® s mechanical drawings 261 31.5 31.5 7 2 1 GC SUPPLIER 60 quart planetary floor mixer Globe SP60 31" 26" 52" Yes 1s 17 31.5 2 6.2 2.2 2 GC SUPPLIER 48"Work Table,Stainless John Boos 6£42 24" 48" 36" 31.5 18.1 kitchen 16 s.2 L L pro rty of nt is the Steel FBLGR4824-X - 155 - - - / J property of erstad \/ ARCHITECTS and is 3 1 GC SUPPLIER 60"Bakers Top Work Table ohn Boos DN808-X 30" 60" 36" z3.2 - I 63 protected by U.S. and MaRUfaGtUFiR96.3 204 international lows. Use, 23 reproduction, or 4 1 GC SUPPLIER Soiled Dishtable John Boos nTc 0 41 vl X 30" " 108" 44" ITEM#4.2-PRE-RINSE FAUCET ASSEMBLY(1 EA REQ'D) Z I 19 < 3 I 5 modification of this 2.2 I W I document without first 5 1 GC SUPPLIER Clean Dishtable,Strai ht, John Boos JDTC-20 30" 60" 44" T&S Brass B-0133-CR-B 11Of U E 13 14 < obtaining written Right Handed g 60R Z I O O Y I WATER permission of erstad 5.1 1 GC SUPPLIER Wire ShelvingOlympic OI m Olympic J2424K 24" 24" > - - - - - - - - � HEATER° ARCHITECTS is prohibited. y p _ O 16.1 - This document may not be 6 1 GC SUPPLIER 3 compartment sink John BOOS " 29.5" 76" " 44" Yes ITEM#6.1-PRE-RINSE FAUCET ASSEMBLY(2 EA REDID) LU - I used in any unauthorized 6.2 2 GC SUPPLIER Wall Mount Shelf 36" John Boos 12" 36" 9.5" ITE DRY STORAGE Brass B-0133-cR-e z.z q d I manner. 62025 ® 15 1g,2 6.3 5 GC SUPPLIER Wall Mount Shelf 60"with pot John Boos 12" 60" 9 5„ I s.3 Irack BHS1260PR-X I7 1 GC SUPPLIER Dishwasher,Door Type Jackson WWS TEMPSTAR " Yes Yes 9ga�)-cv:m "Warewashing HH-E ITEM#9.2-EQUIPMENT STAND(I EA REQ'D) C v 37 Systems 28.625 34.375" 73.75" John Boos EES8-3024-X p3,2 Z a (5 nn c Equipment Stand,24"W x 30"D x 24"H,18/431 u 24'1 261 8 1 GC SUPPLIER Convection Oven Southbend 38" 39.25" 66.75" Yes Yes z1 Z < 9 1 GC SUPPLIER Countertop Hotplate,4 Wells HDHP2430G 24" 15" Yes °o 3'-0" 24b 3-o zaa Burner 30.25" ° 37 `V 11 1 GC SUPPLIER Tilting Skillet Braising Pan Crown GS-40 46" 48" 40"+ Yes Yes Yes No draw-off valve 3 1 GC SUPPLIER Steamer AccuTemp E62083E100 31" 24" 31" Yes Yes 37 37 37 37 ] 14 2 GC SUPPLIER 24"Equipment Stand, John Boos EFT8-3024SSK-X 30" 24" 36.25" W 8 Stainless Steel - - - z 38 38 a' 15 2 GC SUPPLIER Proofer Cabinet Winholt E i rent INHPL-1836C-bGT_ 34.125" 20.75" 67.125" Yes 38 az23 j 207' 5 Q r 16 1 GC SUPPLIER Ice Makeron stora e bin 34' 30" " 71.5" Yes Yes 16.1 2 GC SUPPLIER 24x48"Wire Shelving Olympic J2448C 24" 48" th 17 1 GC SUPPLIER Two Compartment Produce John Boos 2B16204-2D18-X 25.5" 71".5" " 44" Yes Sink with faucet - O FRI 10'-0" 1z'-o° � 18.1 1 GC SUPPLIER 72"work table,stainless steel John Boos c-3072 30" 72" 36" 1 18.2 1 GC SUPPLIER 60"Work Table,Stainless John Boos ()( 30" 60" 36" zo7 " Steel FBLGR5-6030-X ^+ O N 19 3 GC SUPPLIER hand sink John Boos PBHS-W-1410-P-SS "10" 14" Yes Y/ R-X 21 1 GC SUPPLIER hot food serving counter-4 24.5" 60" 36" Yes (� well Duke E304-25PG 23 1 GC SUPPLIER cold food serving countauke 16-251"G-N7 24.5' 60" 36" Yes V 3 23.2 2 GC SUPPLIER sneeze guard Duke 838 10.5" 58" 20" No M +� Manufacturing 24.1 1 GC SUPPLIER 18x60"Wire Shelving Olympic 18" 60" kitchen/culinary plan �+ 24a 1 GC SUPPLIER Walk-In Cooler CusCool CUSTOM T-0" 11'-4" 8' Yes '� 24b 1 GC SUPPLIER Walk-In Freezer CusCool CUSTOM 7 10 8'7.25" Yes 1/4"=1'-0"31.5 4 GC SUPPLIER Wall Mount Shelf 72"with pot John Boos BHS1272PR-X 12" 72" 9.5" > rack Type 1 Hoods:Once applicable structural, Y/ 37 7 GC SUPPLIER 18x48"Wire Shelving Olympic 18" 48" mechanical,electrical and plumbing inspections 38 3 GC SUPPLIER 24x60"Wire Shelving Olympic 24" 60" have been completed,contact the TF Fire H3 1 GC GC Dishwasher Hood-see Captive-Aire 4824 VHB-G 4'-0" 4'-0" Marshal's office to request the fire final trip test. mechanical drawings Fire Inspection Line:208-735-7338 revision: no. desc. date keynotes general notes: date: 02.111.25 A. THIS EQUIPMENT SCHEDULE AND PLAN IS INTENDED FOR THE 204 JANITOR SINK.PROVIDE BLOCKING AND UTILITY PURPOSES OF CONSULTANT AND CONTRACTOR COORDINATION AND IS SHELF/MOP AND BROOM HOLDER ABOVE NOT INTENDED TO BE A FINAL SPECIFICATION.OENER AND 207 BUILT IN MILLWORK,SEE INTERIOR ELEVATIONS CONTRACTOR TO SELECT EQUIPMENT SUPPLIER(S);SUPPLIER(S)TO 261 SURFACE MOUNTED CLASS K FIRE EXTINGUISHER MAKE FINAL EQUIPMENT PLAN AND SPECIFICATIONS. permit set CITY APPROVED PLANS PLANS MUST BE ON JOB SITE equipment FOR ALL INSPECTIONS plan a6. 11 Page 18 of 180 �• •� 6'-3" 11'-0" 1"MIN. 12"MIN. 17 ®r ,� r a6.12IL,WELD ANDTS SMOOTH, e3 a e.3 a IAINT OR PER FINISH , CONCRETE STAIR PER F.� a6.12 a 1313 STRUCTURAL DRAWINGS p 2ND FLR TO LANDING SIM PER PLAN '� TUBE STEEL STRINGER 13•_g• (12)TREADS DN PER STRUCTURAL 13'-81' (13)RISERS DRAWINGS.ALL UCTURSTEEL 7" 6'-0. 91/2" 6'-0" 31/2" - 5.4 COMPONENTS TO BE 7" 6'-9" F2 PAINTED PER FINISH 7" EDGE OF CONCRETE - - - SHEET STEEL,WELD TO LEGEND. L 1/4" ANGLE. - - - - - - 6 - - - - V-31/2"- �' 7 wo o x ANGLE STEEL WELD o: ANGLE STEEL,WELD AT AT STRINGER.ALL DN 6 1/2" JI 1 a6.12 a6.13 o LANDING TO 1ST FLOOR STRINGER.ALL STEEL STEEL COMPONENTS O �� 12 TREIADS COMPONENTS TO BE TO BE PAINTED PER - - _ ( ) PAINTED PER FINISH _ FINISH LEGEND. a6.13 q _ F. (13)RISERS - (: LEGEND ___ ________ii 3" 6' 0" 3 1/2" i9 m in r��� SEALANT TUBE STEEL STRINGER -- - PERSTRUCTURAL 1 HOUR RATED WALL PER PLAN _ 111 UP 9 2 DRAWINGS.ALL STEEL p 12"MIN. 17 i COMPONENTS TO BE 2 z a6.12 F2 II PAINTED PER FINISH �� O rno O LEGEND F awi w rn 17 LANDING W IDTH "r III F7 II 00 ¢H w� a6.12 M am_ storageUL ------- - + a o'~ IIIIII IIIIII IIIIIIIIIIIIII� Z 1 z east stair infill between tube steel stringer wall below @stair 6 '-------- WALL o stair 2 - second floor plan 1 2 ----- BELOW 17 a6.12 5 s1b rJ p 3"=1'-0" 1 1/2"=1'-0" as 14 as.12 1/4"=1'-0" �IIIIIIIII IIIIIIIIIIIIIIIII IIIIII 3'• 6'-0" 3" z I 2 z STAIR WIDTH a6.12 WALL TYPE PER FLOOR PLAN g,/2^ \ / 11 - \ 9 1/2" 11 6'-33/8" 3'-71/8" 7'-83/8" CONCRETE OVER METAL F2 6'-0"C-EAR 6'-0"CLEAR TUBE STEEL DECK-SEE STRUCTURAL STAIR WIDTH_ M1 F2 6 STRINGER-PER ----' - - -STAIR WIDTH a6.12 STRUCTURAL 4x 4 STEEL PLATE PER DRAWINGS.ALTO MANUFACTURER COMPONENTS TO BE F2 IF = I- L �--T -L-+l--r-T- --I-J--r- +g PAINTED. GAURDRAIL PER PLAN 17 storage F2 sTOr$g� 130 CONCRETE STAIR PER 2 1/2" S2 117 M1 217 i 130 O a6.12 STRUCTURAL DRAWINGS M i 3 _ - finish second floor electrical a4.21 r - F11 a�12 5 ,1 - � _ S2 I Y 1 CONCRETE STAIR PER l _ __ _ __ ' a8.13 SIM e. "-< STRUCTURAL DRAWINGS I+ -- - -- ---- - --- - --� prloperty document eerstodthe a612 ARCHITECTS and is I F1 protected by U.S. and F2 II = = international lows. Use, 17 O 1ST FLOOR TO LANDING O reproduction, or (1)LAYER 5/8"TYPEW GWB 3 o 3 modification of this APPLIED PARALLEL OR AT RIGHT a8,2 18 a 2 13 RISERS 12 TREADS UP a document without first ANGLES TO EACH SIDE OF 3-518", r F- obtaining written 18 MIL(25 GA),STEEL STUDS 24" 18 a6.12 as.12 r. `� permission of erstad '. '. O.O.WITH 1"TYPE S DRYWALL CLOSURE PLATE PER STRUCTURAL ag,+2 ARCHITECTS is prohibited. SCREWS 8"O.C.AT VERTICAL DRAWINGS,ALL EXPOSED STEEL L--- -----'- --`-�--� This document may not be JOINTS AND I2"O.C.AT FLOOR TO BE PAINTED - - used in any unauthorized AND CEILING RUNNERS Imanner. 02025 INTERMEDIATE STUDS 6'-," 2" F2 „'-0" 12"MIN. STEEL BEAM-SEE STRUCTURAL 3 5/8"STEEL STUD DRAWINGS 7 PER FLOOR PLAN f.5 a8.13 1 HOUR FIRE RATED CEILING stair ceiling floor overhang @ stair landing stair 1 - first floor stair plan � stair 1 - second floor plan stair 2 - first floor plan N V 1 1/2"=1'-0" 1 1/2"=1'-0" V 1/4"=1'-0" `� 1/4"=1'-0" I V 1/4"=1'-0" Y t5'-105/8" 11/2"X11/2"X3/16"TUBE STEEL TOP RAILS,WELD AND GRID JOINTS SMOOTH,PAINT COLOR PER FINISH }+ P4 17 LEGEND 6 7 M a6.12 3 00 O 1 1/2"DIAMETER STAINLESS STEEL a4.21 � HAND RAIL. z O 3/4"X 3/4"HORIZONTAL MEMBERS @ 4"O.C.WELD P+ N O AND GRID JOINTS SMOOTH,PAINT COLOR PER ^+ z z rn FINISH LEGEND W Q w > O Z O O (Q na 11@"X11@"X3/16"TUBE STEEL _ +130'-8" h 0 _ +130'-8" h O O BALUSTER,WELD AND GRID JOINTS - - - - - - - - Y Y V `O < SMOOTH,PAINT COLOR PER FINISH LEGEND t++,/2' t2.parapet .s° t.o�.1:parapet b 4 U varies per structural _ _ _ _ _ varies Der structural O 1 1/2"X 1 1l2"X 3/16"TUBE STEEL BOTTOM RAIL, t.�structure Z.O.rO�YFUCYUre WELD AND GRID JOINTS SMOOTH,PAINT COLOR PER FINISH LEGEND �/I�B�0 d - `v CONCRETE STAIR PER STRUCTURAL DRAWINGS o" - storage ` TUBE STEEL STRINGER PER STRUCTURAL DRAWINGS. 217 �o /^+ Boa" ALL STEEL COMPONENTS TO BE PAINTED. +121'-8" o +121'-8" Y/ - - - Toside enclosure - - - -- - - - - - - �.o-shide ride- � P1 e at tav Z \ west stair Will 12) west stair paint accent guardrail 6° s2b F2 x - � revision: +114'-0" _ _ -_ -_- _ +114'-0" 1, no. desc. date inl econd floor finis second floor 2 city 4.21.25 w comments :a' 1� o 11/2"DIAMETER STAINLESS STEEL 7 U 7 "® HAND RAIL. a6.12 I Z a6.12 1'-0" P4 w O w O� p F, _ 1 1/2" 421 4'-6" �S az1 7" s'-o^ elect ical - P4 1,_O,. I - storage 11 storage 1 HOUR RATED project: 231106 CEILING GA FILE date: 04.2 1.2 cJ 111 130 NO.WP 1072 P1 SEE DETAIL 6/a6,12 U' a-i > WALL PER PLAN IDIS first floor - Inl�rst floor SET PERMIT BOLT TO WALL -III III III III III III III III III III III III III III III III III III III III III III III 110 -III III III III III III III III III III III III - II III III III III III III III III III III III III STAINLESS STEEL HANDRAIL -III-III-III-III-III-III-III-III-III-III-III-III-I I I BRACKET,FASTEN HANDRAIL TO 1 HOUR RATED CEILING BRACKET WITH MECHANICAL GA FILE NO.WP 1072 stair plans 2 0" FASTENERS,BOLT TO WALL SEE DETAIL 6/a6.12 CITY APPROVED PLANS PLANS MAST BE ON IOB SITE & details FOR ALL INSPECTIONS east stair paint accent handrail bracket east stair - section west stair - section a6. 1 2 1 V 1/4"=1'-0" 1 / T'=1,_0�� i V 1/4"=1'_0" 1� i� 1/4"= _0„ Page 19 of 180 SLIDE TUBE WALL ESCUTCHEON Q qq� EMERIOR EDGE N p OF SLIDE TUBE ` E3 Q I z az O v _ _+_ _ BLOCKING-SHIM AT Y OPENING PERIMETER TO U iv I SUPPORT/STABILIZE SLIDE. COORDINATION WITH SLIDE MANUFACTURER FOR Y EXTERIOR DIMENSION L 5I8" 2'-6 3/4" 5/8" Z-8"CMU OPENING slide entry elevation SILL PROJECTION(NOMINAL) SILL PROJECTION(NOMINAL) SILL ANGLE BY ELEVATOR MFR-NO RECESS WALL TYPE PER PLAN REQUIRED SILL ANGLE BY ELEVATOR MFR-NO RECESS REQUIRED 1/2"x 2 1/2"FLAT BAR RAILS @ 1 1/2"X 1 1/2"X 3/16"T.S.TOP RAILS,WELD AND GRID STEEL CONT.EMBED PER STRUCTURAL 1'-9"O.C.VERTICAL g JOINTS SMOOTH,PAINT COLOR PER FINISH SCHEDULE SOLID GROUT TO MATCH THRESHOLD,FULLY SET IN MASTIC FINISH FLOOR ELEVATION 3/4"DIA.STEEL RUNGS @ 12" 3/4"X 3/4"HORIZONTAL MEMBERS @ 4"O.C.WELD AND GRID O.C.-WELD TO RAILS JOINTS SMOOTH,PAINT COLOR PER FINISH SCHEDULE A THRESHOLD,FULLY SET IN MASTIC - SYSTEM PER S CONCRETE FOUNDATION 2 EL x O FLAT BAR CLIPS, SYSTEM PER STRUCTURAL IIII��� STEEL LEDGER WELD TO RAILS 8 SECURE TO - 1 1/2"X 1 1/2"X 3/16"T.S.BALUSTER 4'-0"O.C.,W ELD PER STRUCTURAL y WALL AND SLAB WITH 3/8"BOLTS AND GRID JOINTS SMOOTH,PAINT COLOR PER FINISH - LL SCHEDULE �` - •�� S. 1 _ 0 �.',.' — b� e a °�, •a: a 6" pro perty uofeerstadth •_ —III— �— BITUMINOUS DAMP PROOFINGAT S aU.S.sa _ n III RC HITECT 1112"X11/2"X3116"T.S.BOTTOM RAIL,WELD AND GRID - I ELEVATOR PIT WALLS,EXTERIOR protected byand JOINTS SMOOTH,PAINT COLOR PER FINISH SCHEDULE III ,III- rg.I SURFACE-TYP. International lows. Use, reproduction, or �1—III—III modification of this .. FIRE CAULKING AT ALL —_ 4 x 4STEEL PLATE PER MANUFACTURER NOTE:ALL METAL document without first ,•" III III— SEAMS obtainin written COMPONENTS AL BE 9 —III— ELEVATOR SHAFT _ PAINTED FLAT BLACK permission of erstod ARCHITECTS is prohibited. CONCRETE FLOOR PER ELEVATOR III - III This document may not be - SHAFT used in STRUCTURAL DRAWINGS any unauthorized manner. 62025 7 uardrail elevator threshold @ concrete slab 9 second floor threshold @ elevator elevator pit ladder N 1/2"=1'-0" 1/2"=1'-0" e 5 el � M � � M P' INTERIOR OF BUILDING ee07_ F2 •� INTERIOR SPACE-OPEN TO BELOW +130-8" M1 WALL PER PLAN M1 — — — — — — 12.parape F2 O m 3 elevator + STARTER STRIP WITH - WEEPSCREED 3 +130'-8" V C PREFINISHED METAL FRY a8.15 REGLET t .2.parapet ALL-PURPOSE SEALANT _ 5 M 3 1'-4 3'-4„ 3' 3' TERMINATION BAR u A FASTTENED @ 6"O.C. - z S2 F2 W PREFINISHED METAL FRY o z a6.13 4 N J }+ S2 m 9 REGLET SPRINGLOK FLASHING rn g T r 7 2 a8.16 - W ROOF MEMBRANE SLOPE a6.13 �a8.15� ----- second floor elevator Ian +1z1'-8" ° c p 5 �t-o_--Tiu-en osure _ 15 I as.1s sIM a 9 +114'-0" TAPERED INSULATION a8.16 a6.13 IRIS S@COn OOr CRICKET WHERE OCCURS 15 13 penthouse - second floor plan a8.16 — 19 RIGID INSULATION-R-30 14 a6.13 MINIMUM SIM a8.16 , revision: METAL DECK STRUCTURAL 7 11 no. desc. date DRAWINGS 16 a6.13 finl�econd floor y� HO ALIGN TO LOWEST POINT OF F2 DECKING I II _ ❑ 10 - - - L - - 6.13 112b a INTERIOR OF elevator WALL ABOVE I equipment project: 231106 ja6.13 F2 M1 date: 02.1 1.25 I—III—III F2 III III—I —I 0" �I�n,. ,. Or T-4' I I=1 11=III—I I I— Inlsil+flrStf o� - - - - - III= =III= m w°L�'� permit set — III—III— � Q elevator II;III;III;III;III;III - t11II = 7I+I7I+II - - - - - - - 11'-53/8" � - - - elevator 1'-31/2" CITY APPROVED PLANS plan & MANS MUST 6EON1111RE details exterior wall over beam � section @ penthouse penthouse - first floor plan elevator section 20 elevator FORALL INSVERIONS a 1 V 3"=,,_0„ I 1/4"=,,_0„ I V 1/4"=,,_0„ I 1/4"=,,_0„ L V 1/4"=1'-0" M 6■ 1 Page 20 of 180 935b 114 112b 103 restroom foyer 100 e maintenance elevator girls entry g office equipment 110 Lt.. 113 F 112 104 5 zss 118A fire riser elevator boys 701 a7za a7.2 254 1z t2o' d - ;: ;el bth grade eight a softh.graSle • 9996 2/0�9j; 209 •""209 -""209 . °718 256 208 128" o q, a723 ,q° r rq .a723 a` a723 •.q 7 zs7 :njedi "pa` 1 OP OPP I 03 4 ,q• a 256 a I P4 7.2 e a7.23 b' (a7.23 a7 23 - " a7.23` L a7.2 c OPP° � 7.23 e .a. `C I I' '.I` I I•. r � �.� f azz3 Tu - h.. 7 f. I" l 1 I 25s 7 • ° a 145 r — — storage ,tee. ° t ge stora sss sss. x zss ge • 716 716 716 716 z a15'-8./..�/_ .. 9 _ ° „ a. 999 t 03 148 e •a of. . ... -" � 146 ° 703 � - single user. `b 1 TYP•: culinary I. 3 r 132° ai to ance - classroom n q .d a P3 P2 703 an. n le ser ep 4 "Ty g P ?716 716 DE L1 70,_ 3 •'a7 23'. DE -708 — —O n a7.23 — P : t. a • ° 4a- v I •'OPP... •{ I - °{' fl'P QP... 'a818'A P4 I c c °c TfP. q m 8a7�3 k-'•a7 2 3 •a7�23 a7 23 714^999' - 7.23 c t•. <a7.23 `a7.23� - - a7 2 3 °qa Q• a72 3 This document is the a7.6 - 23 ° 4° I q- e a' a ' ° �. . _ ...OPP.. - - .. '.. �: -,-- _ .�, - • - property of erstad •e _ OPP. .'storage P P Y 09 P. 209 _ 9 ��a, 0 ARCHITECTS and is 209° '2 09 209 'a7.23�• protected b U.S. and 2os• 1 1 ." °209 1 / P Y J Sx� P4 r R� " " - - international I se 209 4'- 0' laws. U O n r t2 t41 119 ✓ reproduction, 0 P g p,. s � z -I& 1''.'• m ifi n f this_ od catio o t s to SS . ih r v "h`•r vnh .g nh J e th ade se elrt adB ae e t ra e- se t a d. document win first d ve d — docu e t tout s 9 9 9- 4 I 9. zsa zsa g� a117 716 na II't' scu e�`caf ° .. ;. .-,.-:• .. -,.• .. " .. .:.... �.. ... .. .�. ". .. obtainin written 209 w , 9 ° '; m' — permission of erstad rlCa1 Om OnS.: <. '" `24 4'-73/8"�8'-21/2" ARCHITECTS is prohibited. % • � •. .. ,• ... -... s1M. This document ay not be 1'-0 7/8" used any unauthorized a ' r•703 6 a7 23 0'-107/8" manner. 2025 P TYP :a7 23 708 — — SS -8 q 703 a ra IC arts•` g. eb , N g - 209 701 a` first floor finish Ian �; M 1/8"=1'-0" •= CO ^+ a W o N M 3 Q) building A first floor finish schedule building A first floor finish schedule revision: Wall wall finishes wall wall finishes room finish key: ° keynotes general notes: no. desc. date # name floor base north east South West ceiling remarks # name floor base north east south West Ceiling remarks 208 OWNER PROVIDED TV,CONTRACTOR INSTALLED. A. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD;NOTIFY ARCHITECT M CPT1 SC COORDINATE ELECTRICAL+DATA IF DISCREPANCIES ARE FOUND. 209 MAGNETIC DRY ERASE MARKER/TACK BOARD,CLASSROOM B. GYPSUM WALLBOARD APPLICATION&FINISHING AT ALL EXPOSED 100 entry WO RB1 P1 P1 P1 P1 GWB 124 eighth grade SC RB1 P1 P1 P1 P1 OTS/ACT4 CONFIGURATION,SEE TYPICAL INTERIOR ELEVATION. SURFACES TO COMPLY WITH SPECIFICATIONS. 101 lobbyWO/SC RB1 P1 P1 P1 P1 OTS/ACT2 1 125 eighth grade SC RBI P1 P1 P1 CMU1 OTS/ACT4 PROVIDE BLOCKING AS NEEDED PER MFR C. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. 9 9 LVT PC 254 PAINT EXPOSED STEEL BEAM P7 D. FOR TILE INSTALLATION CONTRACTOR TO USE MINIMUM JOINT ALLOWED 102 cafeteria/ PC R61 P1 P1 P1 CMU1/P1 OTS 1 126 eighth grade SC R61 P1 P1 P1 CMU1 OTS/ACT4 BYMANUFACTURER. 256 12'MAGNETIC DRY ERASE MARKER BOARD OF TYPE TO E. FLOAT FLOOR WHERE NECESSARY TO PROVIDE LEVEL FINISHED FLOOR. commons 127 graphic arts SC RBI P1 CMUI CMU1 CMUI ACT1 MATCH MARKER BOARD IN CLASSROOMS.PROVIDE F. ONE COAT OF PRIMER PAINT AND TWO COATS OF FINISH PAINT SHALL 103 girls PT3 TT1 CMU2 PT1/P2 PT1/P2 CMU2 GWB 5 128 medical arts SC RBI CMU1 CMU1/P1 CMUI/PI CMUI ACT1 PT3 lJC BLOCKING AS NEEDED PER MFR BE APPLIED TO ALL WALL SURFACES.TOP COAT TO BE BACK ROLLED. 104 bo S PT3 TT1 PT1/P2 PT1IP2 PT1/P2 CMU2 GWB 5 257 4'MAGNETIC DRY ERASE MARKER BOARD OF TYPE TO G. CONTRASTING PAINT COLORS SHALL TERMINATE AT INSIDE CORNERS Y 129 business/ CPT1 R131 CMU1/P1 P1 P1 CMU1 ACT1 MATCH MARKER BOARD IN CLASSROOMS.PROVIDE UNLESS OTHERWISE NOTED. 106 office CPT1 RB1 P1 P1 P1 P1 ACT1 marketingBLOCKING AS NEEDED PER MFR H. USE RECOMMENDED MANUFACTURER ADHESIVES AND SEALERS ® PT4 Wo 701 EXTERIOR THRESHOLD UNLESS OTHERWISE NOTED. project: 231106 107 Office CPT1 RB1 P1 P1 P1 CMU1 ACT1 130 storage SC RBI CMU1 P1 CMU1/P1 CMU1 GWB 703 CARPET TO CONCRETE TRANSITION I. PROVIDE SUBMITTAL AND PHYSICAL SAMPLE OF EACH FINISH MATERIAL date: 02.11.25 110 restroom foyer PT3/PT4 TT1 CMU2/P4 PT1/P2 PT1/P2 PT1/P2 OTS 5 131 single user PT3 TB1 P2/PT1 P2/PT1 P2/PT1 PT1/P2 GWB 708 PROVIDE CLEAN EDGE TRANSITION FROM EPDXY FLOOR FOR ARCHITECT/DESIGNER APPROVAL BEFORE ORDERING AND FINISH TO CONCRETE FLOOR;SEE INTERIOR DETAILS; INSTALLATION. I11 storage SC R131 P1 CMU1 P1 P1 GWB 132 single user PT3 TB1 P2/PTI P2/PT1 P2/PT1 P2/PT1 GWB COORDINATE WITH ARCHITECT IF HEIGHT OF CHANGE IS J. CABINETRY&COUNTERTOP FINISHES NOTED ON ELEVATIONS& 112 elevator SC 134 office CPT1 RBI P1 P1 P1 P1 ACTI GREATER THAN 1/8" DETAILS. K. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHTS. 112b elevator SC P1 CMU1 PI P1 OTS 135b office SC R131 CMU1 PI P1 P1 ACT1 714 ALIGN CASEWORK WITH FLOORING FINISH L. PROVIDE TRANSITION STRIPS BETWEEN DISSIMILAR FLOOR MATERIALS, equipment 140 reception CPT1 RBI P1 PI P1 P1 ACT1 715 ALIGN FLOORING LINE WITH BASE OF STAIR SEE DETAILS,FINISH PLAN&SPECIFICATIONS. P 716 GWB CONTROL JOINT PER MFR;ALIGN TO EDGE OF M. FLOORING TO EXTEND TO CENTER OF DOOR JAMBS WHERE FLOORING permit set 113 fire riser SC RB1 P1 CMU1/P1 P1 P1 GWB 141 office CPT1 RB1 P1 PI P1 P1 ACT1 OPENING WHERE ADJACENT MATERIAL CHANGES BETWEEN ROOMS. 114 maintenance SC RB1 P1 P1 P1 P1 OTS 142 office CPT1 RB1 CMU1 PI P1 P1 ACT1 ACCENT WALL 718 4'H FRP AT MOP SINK,EXTEND 12"BEYOND EACH SIDE CALLOUT,SEE 842 BRAKE METAL TRIM AROUND OPENING-SEE DOOR DETAILS 115 corridor SC R131 P1/P2/P3 CMU1 PI/P2/P3 CMU1 OTS/ACT2 1 143 conference CPT1 RB1 CMU1 CMU1 P1 PI ACT1 x# ELEVATIONS FOR 999 FUTURE BY OWNER 117 electrical SC R131 P1 CMU1 P1 P1 OTS 145 storage SC R81 P1 PI P1 P1 ACT1 MORE INFORMATION 118 maintenance SC RB1 P1 P1 P1 P1 OTS 146 culinary UC RB1 P1 CMU1 P1 P1 OTS/ACT4 'NOTALL REMARKS WILL APPEAR IN EACH SCHEDULE 118A Lt. SC RB1 P1 P1 PI P1 OTS classroom remarks: 119 seventh grade SC RB1 P1 P1 PI P1 OTS/ACT4 147 office CPT1 RB1 P1 PI P1 P1 ACT1 1. SEE FINISH PLAN AND INTERIOR ELEVATIONS FOR ACCENT PAINT first floor 120 sixth grade SC RB1 P1 P1 PI P1 OTS/ACT4 4 148 single user PT3 TT1 P2/PTI P2/PT1 P2/PT1 P2/PT1 GWB LOCATIONS. finish plan 2. STAINLESS STEEL WALL PROTECTION AT ENTIRE LENGTH OF KITCHEN 121 seventh grade SC R131 PI P1 PI P1 OTS/ACT4 150 culinary UC TCB FRP/PI FRP/P1 FRP/PI FRP/P1 ACT3 1 2 CITY APPROVED PLANS HOOD WALL. 122 sixth grade SC RB1 PI P1 PI P1 OTS/ACT4 153 scullery UC TCB FRP/PI FRP/P1 FRP/PI FRP/P1 AC ..� p ��r�, .� 3. SEE STAIR PLAN AND DETAILS FOR ACCENT PAINT LOCATIONS. 9 rY 4. PAINT EXPOSED STEEL BRACING AND/OR COLUMNS IN ROOM WITH 123 seventh grade SC RB1 P1 P1 P1 P1 OTS/ACT4 4 155 kitchen UC TCB FRP/SS/P FRP/SS/P FRP/SS/ FRP/SS/P AC T3 Z PLANS MUST BE ON10851TE SEE FLOOR PAT-FERN PAINT. ENLA TO RGED CH ADJACENT WALL. a7.21 1 1 P1 1 HATCHES MAY NOT BE REPRESENTATIVE OF ACTUAL FOR ALL INSPERIONS 5. SEE FLOOR PATTERN COLOR ENLARGED MATCH ADJACENT PLANS 5/a7.24. PATTERN OR INSTALLATION DIRECTION Page 21 of 180 break j work m roo n s YP ° a 256 - a723' a8.13 a8.12 T 234 n Q cihinl1a1`juiSiciO .a` `; room finish legend a724 254 254 - - CEILING: WALLS(CONT); a . 128" s ACT1:ACOUSTICAL CEILING TILE P1:PAINT FIELD single USBr� a girryleus8r @leirenth grads �°.;i ° t�IT�li�r@de; •� te�thgrade " nirjtlrl�r�de storage — '- • .*,.... :, - :.'.:. .< °_ ;. ., ;.- •, CERTAINTEED PERFORMA SERENO FINE FISSURED 24X48 TILE, SHERWIN WILLIAMS SQUARE LAY-IN;GRID:ROCKFON CHICAGO METALLIC 1200 SW6197 ALOOF GRAY,EGGSHELL SHEEN 238 233 �26: 724 22Q -a 220 a 218 -'� __ _ p�• .„ a•• SEISMIC 15/16"EXPOSED TEE GRID �' - . . . ':; • ° ° - P2:PAINT ACCENT+RESTROOM FIELD 209209.• 209 — ACT2:ACOUSTICAL CEILING TILE WITH CLOUD TRIM SHERWIN WILLIAMS INFINITY STANDARD PERIMETER SW9170 ACI EPDXY q, a7.23 •q +'-• -,q• a7.23 -¢ a 4<a7.23' q, ;`q a7 23 ..q.° - MATCH ACT1 WITH 6"ROCKFON INFI ER,702 a-' ^ - TRIM ON EXPOSED EDGES,WHITE single useer' 'oPPr•" OPP. OPP' OPP P3:PAINT ACCENT _ a ACT3:CLEANABLE ACOUSTICAL CEILING TILE SHERWIN WILLIAMS ° CERTAINTEED PERFORMA VINYLROCK 24X48 TILE SQUARE LAY SW7019 GAUNTLET GRAY EGGSHELL SHEEN ..., - ;4„ ;_9 .,.._ ,•, ICAGO METALLIC 1200 SEISMIC 15116 " a : • ', }.. r - EXPOSED EEKGR GRID P4:PAINT ACCENT AND PAINTED METAL STAIR HAND RAILS 718 SHERWIN WILLIAMS y single use. 717 elevator ACT4:ACOUSTICAL CEILING TILE WITH CLOUD TRIM SW6552 DEWBERRY SEMI-GLOSS SHEEN P4 °`anifor f MATCH ACT 1 WITH 2"PERIMETER TRIM ON EXPOSED EDGES, �.. T- ° --230 J o "° < __ - 7 WHITE P5:PAINT INTERIOR DOOR/WINDOW TRIM AND PAINTED �-= 212 METAL STAIR RAILINGS ° ", '• °_'°. _'.,- - .°. ° � °° WALL BOARD CEILING,PAINT P6 UNLESS NOTED — — OTHERWISE SW7019 GAUNTLETY ENAMEL GWB:GYPSUM NG P SHERWIN WILLIAMS D. - e ° DE OTS:OPEN TO STRUCTURE,UNPAINTED AND UNPRIMED, P6:PAINT GWB CEILING • 716 °716 716 �716 ^DN tP2 P3 999 CLEANED,AND LEFT EXPOSED SHERWIN WILLIAMS _ - •g SW6197 ALOOF GREY,FLAT SHEEN a 1 core! dor a7 23 ._ FLOOR: a s PT PAINT HVAC CEILING ACCENT 1 a6.12 sdrridod :2 16' - PT1:CARPET PLANK SHERWIN WILLIAMS d C C 9�. light well s . •rap, 9 SW6983 FULLY PURPLE,DRYFALL PATCRAFT COLOR YOUR WORLD 24X24 COLOR:TO BE SELECTED 8 - p3 _ p2 - 240 BY ARCHITECT;INSTALLATION:EAST/WEST ASHLAR P8:PAINT ACCENT AT RESTROOM •p, C• 716 a716 716 716 s81 DE SHERWIN WILLIAMS LVT1:LUXURY VINYL TILE 9• ' tl PATCRAFT TIMBER GROVE II COLOR:SILVER 00540;INSTALLATION: SW6552 DEWBERRY EPDXY st to r we s 4. E ,_•�" STAGGER PT1:PORCELAIN TILE �'p-` + '. .52¢ ••; - �r �r AMERICAN GLEAN UNION,12X24;COLOR:GREY-TO BE ° P3 PT3:MATCH PT1 TILE PRODUCT AND GROUT COLOR SELECTED BY ARCHITECT;GROUT:COLOR TO BE SELECTED _ :z INSTALLATION:1/3 BRICK OFFSET IN SINGLE USER RESTROOMS .4 % BY ARCHITECT;INSTALLATION:HORIZONTAL BRICK LAYOUT; ��°.�•- SEE ENLARGED RESTROOM PLANS FOR RESTROOMS 103&104 _ - SEE ELEVATIONS FOR HEIGHTS 3 b 999 y PT4:MATCH PT2 TILE PRODUCT AND GROUT COLOR PT2:PORCELAIN TILE DE °04 INSTALLATION:SEE ENLARGED RESTROOM PLANS FOR AMERICAN GLEAN UNION 12X24'COLOR:BLACK-TO BE east stair RESTROOMS 103&104 SELECTED BY ARCHITECT;GROUT:COLOR TO BE SELECTED HORIZONTAL BRICK LAYOUT, s1b SC:BURNISHED+SEALED CONCRETE .• ,.,. r .•.... - •. e•• a. SEE ELEVATIONS FOR HEIGHTS Js_ -.- �„256• HARDENED,PRIMED,AND SEALED WITH CLEAR GLOSS SEALER `q a7.23 f " d '`9 Q q. q • 4 SS:STAINLESS STEEL r -•-: ° °..a - q 'a UC:23'.•aq.- UC:URETHANE COATING - - .a6.12 INSTALL FLOOR TO BOTTOM OF HOOD IN KITCHEN AND ° OPP. -•OPP. OPP °",', SINGLE COAT URETHANE OVER CONCRETE :OPP CULINARY AREAS 209 "209 209.. '209 _ ° 209 — P209 INCLUDE 6"INTEGRAL BASE �. 11 This document is the ' WO:WALK OFF CARPET elearetlfh ads Pelev�pfhV reds ' tenth. rode Tlntjl' rdd@ TAN US CENTIVA ASSERTIVE ACTION 04827 24X24 COLOR:ETCH CABINETRY: property of erstad - • °; -° - ' a ARCHITECTS and is °`• ° ° ,a;-^ 26218;INSTALLATION:NORTH/SOUTH ASHLAR AT ENTRY AND 8r A g g '•b StOYd Ea EAST/WEST ASHLAR AT SLIDE PL1:PLASTIC LAMINATE e 25 ;: `.223 zsa 22t 2sa protected by U.S. and WILSONART WEATHERED CHAR8204K-16,11/2"EASEDEDGE, international lows. Use, •'d; ;-• <• GRAIN TO RUN VERTICALLY reproduction, or 217° i modification of this twel(th'grade BASE' document without first •twClftl'f,91'adE' RBI:RUBBER BASE COUNTERTOPS: obtaining written 229 6 ROPPE PINNACLE STANDARD TOE 4"H;COLOR:618 AUBERGINE permission of erstad 227. PL2:PLASTIC LAMINATE ARCHITECTS is prohibited. TYP a8.12 TB1:TILE BASE WILSONART PEWTER MESH 4878-38 This document may not be a 6"HEIGHT;MATCH PTI TILE PRODUCE AND GROUT COLOR used in any unauthorized a723 q -P09 209 s INSTALLATION:SEE ENLARGED RESTROOM PLANS SS:STAINLESS STEEL manner. 62025 a7 23' OF— WALLS: MISCELLANEOUS: = x 9- .1s, CMU1:EXPOSED CMU CG:CORNER GUARD OWNER PROVIDED CMU2:PAINTED CMU 2x2x96 STAINLESS STEEL CORNER GUARDS ON ALL DRYWALL SHERWIN WILLIAMS OUTSIDE CORNERS ABOVE WALL BASE-TO BE INSTALLED AT SW9170ACIER,EPDXY FUTURE DATE B� DE:DRY ERASE ED_FUTURE IN TPT:TOILET PARTITION OWNER PROVIDED-FUTURE INSTALLED HADRIAN POWDER COATED METAL PARTITION,COLOR:828 WRITEYBOARD WALL COVERING,60"TALL,WHITE FINISH; DOVETAIL ANTI-GRAFFITI FINISH INSTALLED HORIZONTALLY AT 36"A.F.F.TO BOTTOM EDGE. PROVIDE LEVEL 5 FINISH AT GWB BEHIND WALL COVERING TS1:TRANSITION STRIP CARPET TO CONCRETE RUBBER TRANSITION STRIP, FRP:FIBERGLASS REINFORCED PLASTIC JOHNSONITE CTA-XXJ ADA COMPLIANT CARPET EDGE B m second floor finish plan SMOOTH WHITE,APPLY TO HEIGHT OF MINIMUM 6"ABOVE GUARD;COLOR TO BE SELECTED FROM MFR STANDARD LINE CEILING GRID IN KITCHEN,SCULLERY,AND CULINARY AREAS; 4'H AT MOP SINKS AND 12"BEYOND EACH SIDE;USE TS2:TRANSITION STRIP �T MATCHING TRIMS AT ALL SEAMS,INSIDE CORNERS,OUTSIDE LVT TO CONCRETE RUBBER TRANSITION STRIP,SIZE AS CORNERS AND RAW EDGES REQUIRED }' M TT1:TILE TRIM PROFILE ' (� SCHLUTER DILEX-AHKA TILE COVE TRIM,ANODIZEDCO ALUMINUM,SIZE AS NEEDED FOR TILE THICKNESS,USE WITH MATCHING INSIDE AND OUTSIDE CORNER PIECES(QUADEC) TT2:TILE TRIM PROFILE SCHLUTER RENO-U TILE TRANSITION TRIM,ADA COMPLIANT O N SIZE,ANODIZED ALUMINUM,SIZE AS NEEDED FOR TILE THICKNESS it TT3:TILE TRIM PROFILE SCHLUTER JOLLY TRIM EDGE,SIZE FOR TILE DEPTH, ANODIZED ALUMINUM,SIZE AS NEEDED FOR TILE THICKNESS C WC:WINDOW COVERING 3 OWNER PROVIDED }a BASIS OF DESIGN:SWF CONTRACT MANUAL ROLLER SHADES; FABRIC:5%OPENNESS;FACIA:CLEAR ANODIZED ALUMINUM; INSTALLATION:INSIDE MOUNT W �0 W B� W building A second floor finish schedule wall wall finishes rema revision: # name floor base north east south west ceiling rks room finish key: 066 keynotes General notes: no. desc. date 212 elevator SC 209 MAGNETIC DRY ERASE MARKER/TACK BOARD,CLASSROOM A. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD;NOTIFY ARCHITECT 215 corridor $C RB1 P1/P2/P3 CMU1 P1/P2/P3 CMU1 OTS/ACT2 1 CPT1 sC CONFIGURATION,SEE TYPICAL INTERIOR ELEVATION. GDISCREPANCIES ARE FOUND. PROVIDE BLOCKING AS NEEDED PER MFR B. GYPSUM WALLBOARD APPLICATION&FINISHING AT ALL EXPOSED 215a corridor $C RB1 P1 CMU1 P1 CMU1 OTS/ACT2 1 254 PAINT EXPOSED STEEL BEAM P7 SURFACES TO COMPLY WITH SPECIFICATIONS. 256 12'MAGNETIC DRY ERASE MARKER BOARD OF TYPE TO C. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. 217 storage SC RB1 CMU1 CMU1 P1 CMU1 OTS LVT PC D. FOR TILE INSTALLATION CONTRACTOR TO USE MINIMUM JOINT ALLOWED 218 storage $C RB1 P1 CMU1/P1 P1 P1 OTS BLOCKING AS NEEDED P R MFRSROOMS.PROVIDE BY MANUFACTURER. E. FLOAT FLOOR WHERE NECESSARY TO PROVIDE LEVEL FINISHED FLOOR. 702 TILE TO CONCRETE TRANSITION 219 ninth grade SC RB1 P1 P1 P1 P1 OTS/ACT4 F. ONE COAT OF PRIMER PAINT AND TWO COATS OF FINISH PAINT SHALL 716 GWB CONTROL JOINT PER MFR;ALIGN TO EDGE OF BE APPLIED TO ALL WALL SURFACES.TOP COAT TO BE BACK ROLLED. 220 ninth grade SC RB1 P1 P1 P1 P1 OTSIACT4 PT3 UC OPENING WHERE ADJACENT G. CONTRASTING PAINT COLORS SHALL TERMINATE AT INSIDE CORNERS 221 tenth grade $C RB1 P1 P1 P1 P1 OTS/ACT4 4 717 ENSURE FULL SEAL BETWEEN WALL+CMU WALL ADJACENT UNLESS OTHERWISE NOTED. 222 tenth rode SC RB1 P1 P1 P1 P1 OTS/ACT4 4 TOJANITORSINK H. USE RECOMMENDED MANUFACTURER ADHESIVES AND SEALERS project: 231106 9 ® PT4 V V o 718 4'H FRP AT MOP SINK,EXTEND 12"BEYOND EACH SIDE UNLESS OTHERWISE NOTED. date: OZ.1 1.2J 223 eleventh grade SC RB1 P1 P1 P1 P1 OTS/ACT4 999 FUTURE BY OWNER I. PROVIDE SUBMITTAL AND PHYSICAL SAMPLE OF EACH FINISH MATERIAL 224 tenth grade SC RB1 P1 P1 P1 P1 OTS/ACT4 INSTALLATION. T/DESIGNER APPROVAL BEFORE ORDERING AND 225 eleventh grade SC RB1 P1 P1 P1 CMU1 OTS/ACT4 J. DETAILSRY&COUNTERTOP FINISHES NOTED ON ELEVATIONS& 226 eleventh grade SC RB1 P1 P1 P1 CMU1 OTS/ACT4 K. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHTS. 227 twelfth rode SC RB1 P1 CMU1 CMU1 P1 OTS/ACT4 I PROVIDE TRANSITION STRIPS BETWEEN DISSIMILAR FLOOR MATERIALS, g SEE DETAILS,FINISH PLAN&SPECIFICATIONS. permit Set 228 criminal justice SC RB1 CMU1 P1 CMU1/P1 CMU1 ACT1 M. FLOORING TO EXTEND TO CENTER OF DOOR JAMBS WHERE FLOORING M MATERIAL CHANGES BETWEEN ROOMS. 229 twelfth grade SC RB1 P1 P1 CMU1 CMU1 OTS/ACT4 ACCENT WALL 230 single user PT3 T61 P2/PT1 P2/PT1 P2/PT1 P2/PT1 GWB O CALLOUT,SEE 231 single user PT3 TB1 PT1 CMU2 P2/PT1 P2/PT1 GWB ELEVATIONS FOR g MORE INFORMATION 232 single user PT3 TB1 P2/PT1 P2/PT1 P2/PT1 P2/PT1 GWB *NOTALL REMARKS WILL APPEAR IN EACH SCHEDULE 233 single user PT3 TB1 P2/PT1 CMU2 PT2 P2/PT1 GWB remarks: second 71 234 break I work room SC RB1 CMU1 CMU1 P1 P1 ACT1 1. SEE FINISH PLAN AND INTERIOR ELEVATIONS FOR ACCENT PAINT floor finish 235 janitor SC RB1 P1 CMU1 P1 P1 OTS CITY*Y APPROVED PLANS LOCATIONS. 240 light well P1 P1 P1 CMU1 OTS °'6° " 2. STAINLESS STEEL WALL PROTECTION AT ENTIRE LENGTH OF KITCHEN plan VlANS MUST BE ON LOB SITE HOOD WALL. S1 stair SC CMU1 P4 P4 3 FOR ALL INSVERIONS 3. SEE STAIR PLAN AND DETAILS FOR ACCENT PAINT LOCATIONS. s1 b east stair SC CMU1/P4 P4 P4 OTS 3 4. PAINT EXPOSED STEEL BRACING AND/CH COLUMNS IN ROOM WITH ■ s2 stair 2 SC P1 P4/P1 P4/P1 - 3 *HATCHES MAY NOT BE REPRESENTATIVE OF ACTUAL ACRYLIC LATEX PAINT.COLOR TO MATCH ADJACENT WALL. s. SEE FLOOR PATTERN ON ENLARGED RESTROOM PLANS 5/a7.24. s2b west stair SC P1 P4/P1 P4/P1 ACT1 3 PATTERN OR INSTALLATION DIRECTION Page 22 of 180 a q 1a zo s n 18 20 19 16 16 20 18 a8.19 a8.19 a8.19 a8.19 I � f�... � � � a8.19 a8.19 a8.19 a8.19 a8.19 a8.19 a8.19 17 7 D CS SIM. 12'-0" a8.19 802 a8.19 802 CL 24" 24" CL 24" 30" 30" - 2 6" 2 6 2 6" 242 6 999 999 �999 �999� 999 �999 0 0 PL2 1-... � PL2 PL2 I°I I PL2 0 0 - - - - _ - II II II II II II II - _ COPIar P� - PL1 999 999 _ PL1 _ 828 L PL1 � 0 0 0 A 0 PL1 801 3-0" 2-6" 3-0" 3-0 2,-y. 2,-y. 2,-9" 2,-9" 2,-y„ 2,-y, 2,-y,. 3'-6" 1'-6" 1 1/8" y-0„ 6'-2 7/8" NP. 36" 36" 30" 36' 5'-11" -,�� CLEAR a ra hic arts classroom b career classroom millwork c t "-" classroom IBESUPPLIED+ d stora �e �i �al eria rece tion- south rece tion- west1/4"=1'-0" 1/4"=1'-0" 1/4 -1'-0" INSTALLEDATFUTURE DATE BY1/4"=1'-0 1/4"=1'-0" 1/4"=1'-0" OWNER.PLACE ELECTRICAL FIXTURES FOR FUTURE MILLWORK s 5 5.4 6 a8.19 10 9 a8.19 88.19 9 10 EQ 29" 29" EQ a8.19 a8.19 17 19 7 17 18 E 22" 22" 24" a8.19 a8.19 a8.19 a8.19 a8.19 802 6„ P4 EQ EQ -CPU) ® 1 _ PL2 PL2ICE)- 8 PL1 PL1 PL1 PL1 0 0 601/2" 10 property of erstad ARCHITECTS and is - 1241- protected by U.S. and 801 reproduction, or 357/8" 18" 1 18 41/4 2-0" 44112 LOCATE DUCT modification w of this document ithout first ABOVE LINTELPEN OPENING n permission written 9 rece tion- north h maint. office millwork i staff lockers J)�in desk in kitchen work room coffee bar window AND EEAM,OW BEYOND ARCHITECTS ntemis rohibitedbe EQUAL used in any uncut ri-d 1/4"=1'-01. 1/4"=1'-0" 1/4"=1'-0" 0" 1/4"=1'-0" 1/4" 1'0" DISTANCE manner. 2025 FROM BEAM POCKETS 14'-0" 7 +114'_0" Inls econd oor a8.19 EQ EQ ,^ 808 P4 P4 802 20,_0„ P4 6" 6 FROM o JA B-NP m5 803 803 803 12'-4" LOCATE `~ 2 PENETRATION NEAR CORRIDOR CENTERLINE BUT a8.18 208 tiJ SOFT ADNEEDED 208 - LiJ - VERTICAL OPEN TO r O 201 REINFORCING. BEYOND DO NOT PLACE M Ts. 743/4" - OPENING ' M 0 0 0 0 _ DIRECTLYBELOW 00 THE WIDE FLANGE 14'-0" •� BEAM. 8" +100'-0" 5 2 24 6" 4'-0 12'-0" 4'-0" - Inis first oor O int. coffee bar door accent front desk accent senior corridor - north wall typ. classroom- whiteboard wall hvac penetrations @hallway cmu wall m 1/4"=1_0, n 1/4"=1_0D 1/4„=1'_0^ p 1/4"=1_0 1/4"=1_0„ r 1/4"=1._0 V,+ C 716 716 716 716 P1 P2 P3 keynotes 201 SEMI-RECESSED FIRE EXTINGUISHER �>\/ 208 OWNER PROVIDED TV,CONTRACTOR INSTALLED.COORDINATE ELECTRICAL+DATA W 242 MOTORIZED PROJECTOR SCREEN,CONTRACTOR SUPPLIED AND INSTALLED � LILILILI LILILILI LILI� L-F 716 GWB CONTROL RACING PER MFR:ALIGN T,MAX TO EDGE OF OPENING A\ WHERE ADJACENT W 2'_6" 2 801 COUNTERTOP BRACING SUPPORT,MAX 36"O.C. a8.18 802 STAINLESS STEEL WALL WRAP;SEE DETAILS III���III E - TYP. 803 MARKERBOARDS;CONTRACTOR SUPPLIED&INSTALLED DE 999 Q Q DE 999 0 DE 999 805 STAINLESS STEEL COUNTERTOP 201 / 808 EQUIPMENT BY OWNER 832 832 832 832 / 832 832 832 832 812 TACTILE SIGNAGE tO 828 PRINTER/COPIER BY OWNER.COORDINATE ELECTRICAL revision: 832 8'STAINLESS STEEL CORNER GUARD 833 CONTINUE PAINT TO CORNER @ SECOND FLOOR no. desc. date 999 FUTURE BY OWNER 1 addendum 1 03.05.25 ypical corridor - south wall &,2 t 632 NP TYP 1/4"=1'-0" 716 716 P1 716 716 P2 P3 19'-0" 13'-0"@FIRST FLO R project: 231106 ti 26'-4"@SECOND FL o general notes. date: 02.11.25 A. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.NOTIFY ARCHITECT IF 833 DISCREPANCIES ARE FOUND. B. GYPSUM WALLBOARD APPLICATION&FINISHING AT ALL EXPOSED ,J �EI�� EI��� EIEI� 2 ���� AND CLEARANCES. ES TOARAN COMPLY WITH SPECIFICATIONS. bIU set C. SEE ADA RESTROOM ACCESSORIES THIS SHEET FOR MOUNTING HEIGHTS a8.18 AND CLEARANCES. Rll- DE O 208 -- tiJ DE NP. o DE 832 832 832 832 832 1 2 832 832 0 0 Ll interior 832 812 TYP elevations TYP typical corridor - north wall CITYAPPROVEDPUINS 1/4"=11-0" PANS MUST S SITE ■ A FOR ALL INSPECTIONS 3 Page 23 of 180 4-4 NP. Li 821 13 NP. 821 ` C; 33 C AA 5,_0„ a7.24 816 818 a8.18 LL 15 rti 817 839 13 15 d Q� zax3e 816 839 a8.18 a8.18 _ 817 \ a7.24- i 838 819 "t a8.18 820 837 10 — 820 837 838 J m� 819 a8.18 2-4" 835 835 836 835 814 815 835 836 835 835 814 815 J) single use, restroom single user south single user west single user north first floor east single user single user north single user west f sin le user east 1/4"=1'-0" 132,148,131 OPP Q 1/4"=1'-0" U 1/4"=1'-0" �' 1/4"=1'-0" 1/4"=1'-0" U 1/4"=1'-0" �CJ 1/4"=1'-0" 1/4"=1'-0" 82 1/4" H L 13 13 813 NP a8.18 TYP 813 a8.18 P2 CMU I��I PS 15 \ NP. 818 a8.18 h a7.24 i 13 5'-0" 4'023/4" OPEN TO g18 a8.18 840 BEYOND PT1 13 • z4zas PT1 a818 816 a8.18 asxe PT1 IZJJ /II 820 ulill a8.18 879 U o"U lul0 1-6" 1-6 1-6' 814 815 m 8 0" 2 0 13'-7" U7single user restroom ry sin le user south sin le user west sin le user east first floor girls restroom first floor boys restroom 632 341l4"=1'-0" 231,232,230 OPP,233 OPP y 1l4"=1'-0" h 1l4"=1'-0" I 1l4"=1'-0" 1l4"=1'-0" 1l4" z a8.18 262 2'-2" 2'-2" T-10" This document is the property of erstad ARCHITECTS and is protected nd 91rls 03 a7.24 N international ti laws.o Use, 813 �U� Imo' reproduction, or modification of this CL CL CL j CL CL NP v 15 PT3 document without first 1'-6" WT�lT_0" 2'-11" Z-11" 2'-11" a8.18 s obtaining written permission of erstad ARCHITECTS is prohibited. O _ _ This document may not be used in any unauthorized manner. 62025 33 N- r n e — — 13OJ O — PT4 a8.18 J= 13 - — — _ o - - - m //^^ restroom foyer— — — - st o o U 110 VI 11 818 a18 o w 44" 10 PT1 PT1 S2 — — 1'-6" 5'-2"� 2'-111/2" T-1" 2'-10' 15 OPEN TO 817 OPEN TO OPEN TO 24" Yt CL CL boys k ! PT3 BEYOND BEYOND BEYONDk a8.18 104 a7.24 —M a818 816 T S= CD 0 o Pr1 M 32,-4" M ' (o 2 a8.18 e e C vs 4 first floor multi-user restroom 5 first floor multi-user restroom tile pattern I first floor west sink wall m first floor east sink wall On paper towel wall 1/4"=1'-0.. 1/4"=1'-0" 1/4"=1'-0" 1'-0" 1/4"=1'-0.1 K F aN F 000 keynotes J N w N K w �_ J 262 SLOPED WALL,SEE ELEVATIONS FOR DIMENSIONS /R O N } w > m z 813 TOILET PARTITION,FLOOR BRACED,SEE SPECIFICATIONS+FINISH w w LEGEND 9z. Y 0 w a ¢w a w w w J¢ 0 814 SURFACE MOUNTED TOILET TISSUE DISPENSER,OWNER PROVIDED, U� Zaa ¢a ¢ OF Z O a ¢¢N rn 00 o g a 3 ? a CONTRACTOR INSTALLED ¢3 m z O w qa 4 g 815 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL,(GIRLS AND 39"-41" O~ x BLOCKING IN WALL UNISEX RESTROOMS ONLY),OWNER PROVIDED,CONTRACTOR ^+ BLOCKING IN WALL INSTALLED. Y/ 9" 27" 8" 14" RESTROOM"WET"WALLS SHALL DIAMETER OF GRAB BARS SHALL BE 1 1/4" WHEELCHAIR 816 SURFACE MOUNTED PAPER TOWEL DISPENSER,OWNER PROVIDED, HAVE A SMOOTH,HARD, 48" TO 2"(ICC A117.1-2017 SECTION 609.2) STANDING ACCESSIBLE+ CONTRACTOR INSTALLED HAVE SMOOTH,SURFACE TO 4'-0" HEIGHT BOTTLE FILLER KNEE&TOE 817 SURFACE MOUNTED METAL EDGED MIRROR,SIZE PER ELEVATIONS. A.F.F.MIN.(IBC SECTION 1210) 24"MAX. 36" CLEARANCE 818 SURFACE MOUNTED SOAP DISPENSER,OWNER PROVIDED, 2" 42" Z - MIN. ® CONTRACTOR INSTALLED. M MIN. 819 SEMI-RECESSED TRASH RECEPTACLE,OWNER PROVIDED, 24" 12" CONTRACTOR INSTALLED. ®� 820 INSULATE DRAIN AND HOT WATERLINE PER ADA REQUIREMENTS. reVISIOD: 1 1/2" — — — J L — z ¢ L —MIN.— MIN. ® 821 METAL SCHLUTER TRIM(OR EQUAL UPON APPROVAL BY ARCHITECT), no. d@SC. date ON ALL EXPOSED TILE EDGES AND CORNERS.SEE FINISH LEGEND. a 0 c z m w 0 O 832 8'STAINLESS STEEL CORNER GUARD 835 METAL SCHLUTER COVE(OR EQUAL UPON APPROVAL BY O - w c7 N U (dj y ARCHITECT),ATALLTILE BASE.SEE FINISH SCHEDULE. O a 8"MIN._ U z w o MIN. ? 836 ADA COMPLIANT FLOOR MOUNTED TOILET Zm 00 CLR. N o 838 42"HORIZONTAL GRAB BAR d - z 839 18"VERTICAL GRAB BAR 3 O rn 840 SWITCH-SEE ELECTRICAL DRAWINGS 7"-91 11"MIN. 17 8'MIN 6"MAX 6"MAX. CLEAR CLR 1T'-19" CUR 4"COVED WALL BASE MINIMUM RESTROOMFLOORS SHALCLR. WATER SUPPLY AND DRAINPIPESUNDER 36„ project: 231106 (IBC SECTION 1210) HAVE A SMOOTH,HARD, LAVATORIES OR SINKS SHALL BE Lgeneral notes: date: 02.11.25 NONABSORBENT SURFACE(IBC INSULATED OR OTHERWISE CONFIGURED 30"CUR. SECTION 1210) TO PROTECT AGAINST CONTACT,TYP. 24"MIN 12" MIN. MIN. MIN. A. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.NOTIFY ARCHITECT IF x DISCREPANCIES ARE FOUND. B. GYPSUM WALLBOARD APPLICATION&FINISHING AT ALL EXPOSED w a+ SURFACES TO COMPLY WITH SPECIFICATIONS. NOTE:DIMENSIONS SHOWN AS A RANGE OR AS"MAX."OR"MIN"ARE DIMENSIONS O " `' C. SEE ADA RESTROOM ACCESSORIES THIS SHEET FOR MOUNTING HEIGHTS REQU RED TO MEET ACCESSIBILITY REQUIREMENTS AND ARE FOR REFERENCE ONLY. O w w AND CLEARANCES. permit Set INSTALL ITEMS PER OTHER PROVIDED CONTROLLING DIMENSIONS FOR EACH n 1 1/2" z r ACCESSORY,WHICH IS INTENDED TO ALSO PROVIDE THE REQUIRED CLEARANCES.THIS O w IS A GENERIC ACCESSORY SCHEDULE,NOT ALL ACCESSORIES WILL APPLY TO EVERY U O O O O a U PROJECT,SEE DRAWINGS AND SPECIFICATIONS.REFER TO AND VERIFY WITH w z 0z_ M z Z EQ EQ a MANUFACTURERS RECOMMENDED MOUNTING HEIGHTS. ¢ g ¢ O ¢ U x m a - ° - meo O O w w v °OZ_ L. LL 30z ' restroom 3 K N = 0 CITY APPROVED PLANS M�a - _ _ _ — _ — _ — _ MLL� L J ..".0 L — J FLOOR AC3."CLEAR E ��rOaA, SVERIONSITE elevations 30" 60" 30"CLR.MIN. *ada restroom accessories MIN.accessories MIN. a7.24 1 =1'-0=1_0„ Page 24 of 180 CAP TOP OF POST 12 3/8"X31/2"CADMIUM 6"DIAMETER a2 g• PLATED HEX HEAD BOLT aESERVED a `$ W ITH FLAT LOCK BLUE BACKGROUND W/ PIPE BOLLARD v WASHERAND NUT ® WHITE SYMBOL AND COLORTBD V LETTERING r 2 1/2"POST PER PLAN g cs_7 SLOPE FOR POSITIVE b PROVIDE SIGN THAT = DRAINING ccEssia IDENTIFIES ALL VAN ACCESSIBLE STALLS.REFER : CONCRETE BASE TO PLAN FOR LOCATIONS !. .. CONCRETE FOOTING °, •, ASPHALT WHERE SMOOTH SLOPED MORTAR - •. - OCCURS CAP-PAINTED YELLOW II III %. III III 6"DIA.STANDARD STEEL - - -III - `.•° `.°' ~° —III—III- 1 PIPE FILLED WITH 1 ; CONCRETE AND PAINTED YELLOW z III a l -III=11''•`a. ' r:` ' . :P=III=III- _ .::a. _ _ _ I :` II Ilk II III III III PerA1.11 screening fence will be ,iz — _ FOOTNGONCRETE _ =III—II =III=1I1= wood. III =III (2)#6 BARS 12"LONG EACH l 1111 III III _• ' ` !' 'b ::, III III WAY WELD TO PIPE — — —III—I '._`;.g::�.j; ...,: : ,;•, .• .'.,:.—III—III �YIII Z _in 9" III— NOTE:TOP OF POST III III III III TO BE CUT 1/2" —III—I —III—' 4BELOW TOP OF SIGN ada sign post trash enclosure fence post footing bollard Vlllj Iu°uuluull"""""IIIIIuI iiilp 1/2"=1'-0" 1"=1'-0" `� 1 1/2"=1'-0" POST CAP 23/8"O.D.SCHEDULE TENSION BAR WITH 40 STEEL PIPE TENSIONS BANDS RIBBON RACK BY CENTER DROP ROD APPROX. DUMOR MODEL 20'-8" 12"O.C. No.130-20 POWDER COATED. 1 5/8"SS40 TOP RAIL 5/8"DIA.x 24"DOWELS @ 4'-0"O.C. COLOR TO BE CHAINLINK WITH WITH RAIL END SELECTED BY PRIVACY SLATS. ARCHITECT _ PRECAST CONCRETE BUMPER COLORTBD. a ASPHAULT-SEE CIVIL u MIN.(4)HINGES E;` ;'.';';:::::;;i;ii:i ., ;.'t`. ,:'r'.•.`r:'[6:..:; i PER GATE,TYP. oa° oa° oa° oa° oa° D. aa° a oa° oa° o a o Oo Oo Oo Oo Oo o Oo Oo o0o o000 11/4"X11/4"11 GA CPoO,�oO,�oO,CAoO,C�oO, O,�oO,�oa�oa, BASE-SEE CIVIL w 18 This document is the 0000000000000000 0000000000000o a CHAIN LINK FENCING, ag,11 ' property of erstad x > x 0 COATED BLACK I ARCHITECTS and is i protected by U.S. and International laws. Use, SET BOTTOM reproduction, or SUB-BASE-SEE CIVIL 000'-00" I X HINGE HIGH ENOUGH FOR modification of this vi ` GATE TO CLEAR document without first \ FINISHED GRADE I ADJACENT CURB obtaining written w permission of erstad ai ARCHITECTS is prohibited. TENSION BAR WITH ? PROVIDE INGROUND MOUNT. I This document may not be TENS n IONS BANDS Z INSTALL PER MANUFACTURER'S used in any unauthorized APPROX. RECOMMENDATIONS PER SPECS I 000'-00" maner. 02025 12"O.C. a FINISH GRADE PER MANUF.SPECS. `J 15/8"SS40 MIDDLE RAIL wheel stop bike rack I trash enclosure gate elevation WITH RAIL END 1 1/2"=1'-0 4)_ " 1 1/2"=1 O, 9 1/2"=1'-0" TENSION BAR WITH TENSIONS BANDS APPROX. POST CAP 12"O.C. 2 1/2"SS40 POST-TYP. r TOP RAIL M � � M WIDTH PER PLAN WIDTH PER PLAN;WIDTH PER PLAN* •� OO 6"PIPE BOLLARD,PLACE TO CATCH DOOR AT 120°OPEN Ly O O .� O �� INTERNATIONAL SYMBOL IN CATCH BLOCK FOR CENTER DROP ROD ACCESS PAINTED ON PAVING, z BOTTOM TENSION WIRE SYBOL AND BOARDER SHALL P BEM WHITE,INSIDE BORDER JQ SHALL BE BLUE,AND AISLES WOOD FENCING SHALL BE WHITE MATERIAL - s V VAN ACCESSIBLE PARKING STALL AND AISLE,TYPICAL V 000'-00" I I FINISHE 6 D GRADE I I a8.11 'TYP. V/ a8.11 O /7•� HANDICAP ACCESSIBLE POLE \/ I I SIGN+BOLLARD,REFER TO �o 3/a8.11 a I I Z af ^ af /���+ --- CONCRETE Jr� °p W 11 fence section typ. 12 accessible parking stall a , F - 1 °, r - - 1 1/2"=V-0" 1/8"=1'-0" MIDDLE RAIL MAN DOOR 18 F F L41 �_—_—_rt----t-_—_—_- CITY OF TWIN CITY OF TWIN revision: FALLS TRASH p °� FALLS TRASH no. desc. date - I RECEPTACLE `b• ), RECEPTACLE I _ CONCRETE WHEEL STOP 1 addendum 1 03.05.25 PER PLAN - L — — — — —'1 L — — — — — 2 city 4.21.25 SPRING HINGES AT comments PEDESTRIAN GATE. 2 1/2"SS40 - _ WOOD PRIVACY FENCE PER CITY EXTERIOR VIEW INTERIOR VIEW - - , < POST-TYP. OF TWIN FALLS-SEE DETAILS 7 F a8.11 COORDINATE FILL WITH LANDSCAPE e�T,_p„F` e 6'-8" F T,_0" � .s`0" 20'-B"CLEAR project: 231106 SURFACE MOUNT EXIT BAR BOTTOM RAIL date: 04.21.25 OO _ rCONCRETE SLAB, RE:STRUCTURAL PERMIT CHAINLINK FENCE AND � I I 000'-00" GATE,BLACK,MATCH — —— AIN FENCE PROFILE AND I I FINIS—HED GRADE SET M DESIGN(TYP.) 10"SMOOTH KICKPLATE, SECURELY FASTENED TO GATE.HARDWARE PER I I 4 SPECIFICATIONS. i I a8.11 CITY'A�PPBOVED PLANS mum . . . . . . 1 boa- I I eNFO ALI INSVELTIONS ITE 00" FINISHED GRADE site details man ate W/ PANIC HARDWARE Q fence section- trash enclosure trash enclosure 17 3/4"=1'-0" 1 1 1/2"=1'-0" 1/4"=1'-0" a8. 11 Page 25 of 180 518"G.W.B. BACKER ROD AND STUD FRAMING PER PLAN SEALANT ALL PER READ CMU W WALL PER PLANS BACKWRAP TERMINATION METAL CORNER EIFS SYSTEM PER MANUFACTURER LAP CORNER MESH PER COLOR I COLOR 2 - - - - - - MANUFACTURER'S RECOMMENDATION - - - -- - - - - - INTERIOR LOCATIONS PER V-SHAPED REVEAL- WALL PER PLAN ELEVATIONS.USE 14'-0- ld_-� - WHERE - EXTERIOR TRANSITIONINGTO------- FINISH SECOND FLOOR NEW COLOR 1 1 1 1 - ma INSIDE CORNER GRID O U, MITALT1111 WALL PER PLANS II ----- - METAL DECK EIFS SYSTEM'BACKER ROD AND SEALANT CMU WALL TYPE STOREFRONT PER PER PLAN PLAN OUTSIDE CORNER second floor deck @ cmu wall 2 eifs expansion joint South cmu to eifs inside corner r4_ eifs corner 5 eifs reveal 1/2'=�VO- 3" T-011 3"=T-o" I �,� Y=1'-0" Y V-0.1 GRID TRUC 5/8"GWB V A II' GRID STRUC.DWGS IS VISIBLE AT SLAB EDGE FLOOR FINISH PER PLAN GRID FILL VOID WITH FOAM INSULATION BACKER ROD AND PER GRID WALL BASE AS SCHEDULED-ENSURE NO WALL PER PLAN GAP EIFS SYSTEM SEALANT � Ix/ - GRID CONCRETE SLAB AND DECK PER STRUCTURAL FLOOR FINISH PER PLAN BACKWRAP WALL PER PLAN - - - - - BACKWRAP TERMINATION z r. CLa. - - - - - STARTER STRIP WITH a. WALL PER PLAN 0 __REED P I CONCRETE SLAB Q z REF NISHED FLASHING This document is the No DECK PER property r.pe,ty of erstad S PER STRUCTURAL PE ARCHITECTS and is nte,Prot r protected n by U.S. and lows. Use, METAL DECK CMU WALL PER --------- reproduction, or PLAN 3/4"CHAMFER modification of this document without first BACKER ROD AND • ALIGN INTERIOR FACE OF obtaining written WALL PER PLAN SEALANT BOTH SIDES STUD TO INTERIOR FACE OF permissionof er tod FOUNDATION ARCHITECTS is prohibited. CMU WALL PER PLAN This document may not bel BASE AS SCHEDULED used in any authorized manner. 02025 cI ------------ 4) slab on deck ledger a- framed wall edge of floors int cmu wall cmu to eifs transition cmu/eifs corner eifs foundation 7 1 1/2" V-0.1 3" 11-01, 3" V-0.1 �i 1/2'�=V-0- 1�0_10 north A 5/8"G.W.B. >0< Kx r- CD ><�x X>< STUD FRAMING PER PLAN ------ ><�x ---- PREFINISHED METAL TRIM X>< ----- --- COPPER PENNY >2. # CMU WALL PER PLAN j to 0 CONCRETE SLAB PER STRUCTURAL WALL PER PLAN -w SEALANT AND EXPANSION JOINT WITH ZIP STRIP VAPOR RETARDER:LAP JOINTS 12"AND SEAL W/ 4�, ALIGN INTERIOR FACE OF CMU MANUFACTURER'S 4_0 TO INTERIOR FACE OF HI-R-H BLOCK RECOMMENDED TAPE.PLACE PER PLANS FOUNDATION SHEETS W/LONGEST DIMENSION P RALLELW/DIRECTION OF OUR.DO NOT CUT OR PA 3/4"CHAMFER SEALANT AND PUNCTURE VAPOR RETARDER. EXPANSION ZIP STRIP JOINT WITH ZIP REPAIR DAMAGE PRIOR TO PLACING CONCRETE. SEALANT AND EXPANSION JOINT STRIP SEALANT10 A C V SLAB WEEP SCREED TERMINATION SIDEWALK,SEE CIVIL DRAWINGS LAB PER STRUCTURAL VAPOR RETARDER:LAP JOINTS METAL FLASHING WITH DRIP 11 metal trim detail cmu 13 emu + eifs storefront corner 12"AND SEAL W/ EDGE MANUFACTURER'S SIDEWALK,SEE CIVIL 'A Y 1'-0" 3" 1'-0" RECOMMENDED TAPE.PLACE DRAWINGS-WHERE EIFS MEETS SHEETS W1 LONGEST DIMENSION PARALLEL W/DIRECTION OF GRADE-HOLD GRADE 8"BELOW revision: POUR.DO NOT CUT OR EIFS PUNCTURE VAPORRE RIDER. 3/4"CHAMFER no. desc. date TO CMU WALL PER PLAN REPAIR DAMAGE PRIOTRA P LACING CONCRETE. I F SEALANT AND EXPANSION JOINT BACKER ROD INTERIOR WALLIII WITH ZIP STRIP AS SCHEDULED AND SEALANT SEALANT INTERIOR CMU WALL PER PLAN _z WALL PER PLAN SAND AND GRAVEL MIXTURE SAND AND GRAVEL MIXTURE STUD FRAMING PER PLAN IIIGENERALLY COMPLYING WITH GENERALLY COMPLYINGWITH ASTM D 1241 TYPE 1 GRADATION A -III—III - D 1241 TYPE lGRADATION A AS AGGREGATE.NO LESS THAN 70% IIIIII AGGREGATE.NO LESS THAN 70% HEADER AND JAMBS NOT OF THIS AGGREGATE SHALL PASS OF THIS AGGREGATESHALLPASS —III III—III— THE 3/4"SCREEN AND NOT MORE SPRAY FOAM INSULATION AT H THE 3/4"SCREEN AND NOT MORE SPRAY F ACCESSIBLE FOR BATT INSULATION THAN 10%OF THE AGGREGATE THAN 10%OF THE AGGREGATE INSULATION AT HEAD AND JAMB NOT /8"G.W.B. III SHALL PASS THE#200 SCREEN. SHALL PASS THE.00 SCREEN. ACCESSIBLE FOR THE MAXIMUM AGGREGATE SHALL fl I 1_1 I I THE MAXIMUM AGGREGATE SHAL BE COMPACTED TO NO MAT SHALL BE COMPACTED TO BATT INSULATION IIIIIIBE 3/4".THE GRANULAR MAT SHALL BE 3/4'.THE GRANULAR project: 231106 LESS NO LESS TH N 95%OF THE date: 02.11.25 THAN 95%OF THE MAXIMUM_4 TlIII DENS 'Y AS DETERMINED BY ------- LES -III-111- ICI MAXIMUM DE J I I----------- y- —I I I I I E ASTM D 1557. ---------- GRID 2"RIGID INSULATION-RUNIIIVERTICALATSTEMWALL,TURN 2 RIGID INSULATION-RUN VERTICAL AT STEM WALL-TURN HORIZONTAL TO EX. HORIZONTAL TO EXTEND UNDER SEALANT - - - III SLAB 2'MINIMUM SLAB 2'MINIMUM - - ------ TEM, STEM WALL AND FOOTING • STEM WALL AND FOOTING PER permit set INTERIOR STRUCTURAL PER STRUCTURAL z: HOLD FRAMING EIFS SYSTEM --- III " PROOFING HOLD DOWN 6" BELOW TOP OF STEM WALL AS TIGHT AS P EXTERIOR BELOW TOP OF STEM WALL POSSIBLE— MP PROOFING,HOLD DOWN 6" EIFS SYSTEM - — — I IIII 1_1 I 1_1 11-1 1 1 Ill Ill III BACKWRAP TERMINATION METALCOR ER V-4" 3/8, R PLAN /y *11 T-6 INTERIOR EXTERIOR A BEAD details EAD GRID 3/8"BACKER ROD AND CITY APPROVED PLANS 3/8"BACKER ROD AND SEALANT GRID SEALANT MUST BE 0 FOR ALL INSPECTIONS 16 typical chase 17 South cmu/eifs corner 18 cmu to eifs inside corner cmu foundation eifs foundation PLANS1 3"=V-011 3"=T-011 1 1/2"=V-0" 1 1/2"=11-0.. a8. 12 1 1/2'=10 Page 26 of 180 -a METAL DECK ABOVE IBC INSTALLATION REQUIREMENTS-CATEGORY C/SEISMIC USE GROUP 2 (3)#10 SCREWS @ EACH PLATE METAL DECK ABOVE INSTALL IN ACCORDANCE WITH ASTM E580 LIGHT TO MODERATE CISCA ZONES 0-2 (3)#10 SCREWS @ EACH PLATE (4)12 GA.WIRES-SPLAYED 90 DEGREES CONNECTIONS AND HANGER WIRES _ IN PLAIN MAX,VERTICAL ANGLE 45 MAXIMUM CEILING W NG HT 0 B SF e qq DEGREE SECURE ALL W IRES INTERSECTION STRENGTH 60 LBS N CEILING SYSTEM AS HANGERS#12 4'-0"AND#10 5'-0" STEEL PLATE TO SPAN DECK FLUTES @ @ 3l8"GAP BETWEEN TOP OF APPROXIMATELY 2'FROM � r3 WHERE WALL RUNS PARALLEL TO SCHEDULED \ PLUMB 1 IN 6 GWB AND DECK ABOVE-FILL INTERSECTION CONNECTION DEVICES MIN 100 LBS DECK-SPACE @ 16"O.C. WITH ACOUSTIC SEALANT,FIRE \ CAULKING AT RATED WALL. MAIN RUNNER. PERIMETER WIRES NOT APPLICABLE WITH SUPPORT LEG IF MOLDING IS 7/8" p 3/8"GAP BETWEEN TOP OF GWB AND BOTH SIDES(SIM.AT FLOOR) EDGE PROFILE \ SPLAY BRACING DECK ABOVE-FILL WITH ACOUSTIC 4 WIRE CLUSTER,STARTING POINT,SPACING,CONNECTION STRENGTH AND SEALANT,FIRE CAULKING AT RATED #10 SCREW @ 12"O.C.BOTH \ COMPRESSION POSTS NOT REQUIRED UNLESS CEILING WEIGHT IS GREATER THAN WALL.BOTH SIDES.(SIM.AT FLOOR) SIDES OF STUD 2.5 Ibs/SF THEN USE 34 STANDARD LIGHTING AND FIXTURES 410 SCREW @ 12"O.C.BOTH SIDES OF LIGHTS<56 LBS-2 CONNECTORS 2 SLACK WIRES STUD 20 GA.STEEL SLOTTED TRACK \ ' (VERIFY).DO NOT ATTACH VERTICAL STRUT. LIGHTS>56 LBS TO STRUCTURE DRYWALL TO TRACK.INSTALL MECHANICALS<20 LBS ATTACHED TO GRID + 20 GA.STEEL SLOTTED TRACK(VERIFY). CROSS TEE. MECHANICALS>20 LBS<56 LBS 2 SLACK WIRESma DO NOT ATTACH DRYWALL TO TRACK. TRACK PER TRACK MANF. O MECHANICALS>56 LBS TO STRUCTURE INSTALL TRACK PER TRACK MANF. SPECS w ALL CEILING PENETRATIONS(COLUMNS,SPRINKLERS,ETC.)AND INDEPENDENTLY PE SUPPORTED FIXTURES OR SERVICES ARE CONSIDERED AS PERIMETER CLOSURES THAT SPECS STEEL JOIST o MUST ALLOW THE NOTED CLEARANCES BY USING SUITABLE ESCUTCHEONS OR CLOSURE STEEL JOIST FRAME AROUND JOIST FILL ALL = DETAILS PERIMETER WALL CLOSURE FRAME AROUND JOIST FILL ALL VOIDS VOIDS WITH BATT INSULATION V � WITH BATT INSULATION O O n SUSPEND INSULATION AS SCHEDULED, SUSPEND INSULATION AS < 3/8"MIN. SPACER BARS OR OTHER SCHEDULED BETWEEN JOISTS CEILING AREAS OVER 1 000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID SUITABLE SYSTEM TO KEEP BETWEEN JOISTS USING WIRE ccc USING WIRE BRACING. •,I PERIMETER COMPONENTS I FROM SPREADING APART. WALL TYPE AS SCHEDULED WALL TYPE AS SCHEDULED CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED. INSTALL IN ACCORDANCE WITH THE PROVISIONS OF ASTM C635 AND ASTM C636 PER 2018 wall I parallel I lel to Per RCP IBC SECTION 808,ASTM E580,AND STANDARDS FOR CISCA ZONES 0-2. 3/8"MIN. I" — — — CROSS RUNNERS,MAIN wall perpendicular to - P p deck SEE DETAIL 9/a8.13 FOR FIXTURE LATERAL BRACING. 0•-07/8" RUNNER AND WALL deck CLOSURE AT TERMINAL ENDS wall attachment details @ metal deck � ceiling cloud edge connection suspended ceiling lateral bracing suspended lay-in panel units 3„=1'_0" J 05 3„=1,_p„ `f 3"=1'_0" 1 1/2"=1'-0„ \ I I <3•, I / <3" / \ I \ O <3" \ I / PER PLAN_ _,,JLIF�PER RCP Y FOR HEIGHTS Y This document is the property of erstad ONE LAYER 5/8"TYPE X GWB VENEER BASE APPLIED O 150U50-54 STEEL CHANNELS @ 48"O.C.WITH ARCHITECTS and is protected by U.S. and I NO.8 GA HANGER WIRE SPACED A MAX.OF international laws. Use, W RIGHT ANGLES TO 3 L S STEEL STUDS 16"O.C. MIN.12GA.SLACK WIRE AT OPP. 48"O.C.ALONG CARRYING CHANNELS. WITH TYPES DRYWALL SCREWS 12"O.C.STUDS CORNERS OF EA.FIXTURE, reproduction, or PLACED HORIZONTALLY TO FORM CEILING ENVELOPE p CONNECT TO STRUCTURE ATTACH 087F12S43 CHANNELS @ 16"O.C. modification of this WITHOUT DIRECT ATTACHMENT TO JOISTS EXCEPT AT STUD ENDS. 13" PERPENDICULAR T0150U50-54 CHANNELS WITH document without first DOUBLE STRAND OF NO 16 GA GALVANIZED WIRE obtaining written AT END JOINT LOCATIONS A 54"LONG BACKING STUD RECESSED LED FIXTURE . . permission of erstad ATTACHED TO THE CONTINUOUS STUD WITH SIX 3/8" ARCHITECTS is prohibited. LONG SELF TAPPING SCREWS 10"O.C.STUDS WITH A 7 MAIN STRUCTURAL RUNNERS APPLY 5/8"G.W.B.WITH LONG DIMENSION AT This document may not be STUD SLEEVE ON ONE END INSERTED IN RUNNERS RIGHT ANGLES TO THE 087F125-43 CHANNELS. used in any unauthorized AROUND SIDE WALLS SUSPENDED BY 118"X V STEEL MIN.12GA.HANGER WIRE WITHIN LOCATE G.W.B.BUTT JOINTS OVER THE CENTER manner. 62025 STRAPS FROM OPEN WEB STEEL BAR JOIST INSTALL CEILING SYSTEM AND ALL 3"OF EACH FIXTURE CORNER OF THE 0871`125A3 CHANNELS.ATTACH G.W.B. SUPPORTING METAL DECK AND CONCRETE SLAB. ASSOCIATED FIXTURES AND PENETRATIONS WITH 1"SELF-DRILLING DRYWALL SCREWS @ 12" IN ACCORDANCE WITH THE PROVISIONS OF O.C.IN THE FIELD OF THE BOARD AND 8"AT BUTT MAXIMUM SPAN FOR 3 5/8"STUDS IS 1 T-10"AT 16"O.C. ASTM C636,ASTM E580,AND 20181BC CROSS TEE JOINTS LOCATED NOT LESS THAN 3/8"OR MORE SECTION 808. THAN 1/2"FROM EDGE& n suspended gwb ceiling 1 hr fire rating n suspended fixture lateral bracing suspended gwb ceiling N / 1 1/2"=1'-0" 1 HOUR PER GA FILE NO.FC 1130 3"=1'-0" I V 1 1/2"=1'-0" fry METAL DECK ABOVE METAL DECK ABOVE METAL DECK ABOVE (3)#10 SCREWS @ EACH PLATE (3)#10 SCREWS @ EACH PLATE (3)#10 SCREWS @EACH PLATE 2"SLOTTED SLIP TRACK 2"SLOTTED SLIP TRACK STEEL PLATE TO SPAN DECK FLUTES STEEL PLATE TO SPAN DECK FLUTES 2"SLOTTED SLIP TRACK }' 0 WHERE WALL RUNS PARALLEL TO DECK- WHERE WALL RUNS PARALLEL TO DECK- ' M —— — SPACE @ 16"O.C. — —— — SPACE @ 16"O.C. #10 SCREW @EACH STUD, M #10 SCREW @EACH STUD,BOTH SIDES #10 SCREW @ EACH STUD,BOTH SIDES BOTH SIDES •� FIE 6"STEEL STUD 6"STEEL STUD STEEL PLATE TO SPAN DECK FLUTES WHERE WALL RUNS •� 5/8"GWB 5/8"GWB PARALLEL TO DECK-SPACE@ 16"O.C. O 15OU50-54 STEEL CHANNELS @ 48"O.C. 6"STEEL STUD 15OU50-54 STEEL CHANNELS 48"O.C. }F WITH NO.S GA HANGER WIRE SPACED A ' WITH NO.8 GA HANGER WIRE SPACED A 5/8"GWB CIO MAX.OF 48"O.C.ALONG CARRYING MAX.OF 48"O.C.ALONG CARRYING 14'-0" CHANNELS.ATTACH TO 087F125-43 CHANNELS.ATTACH TO 087F125-43 _„-„ .,°_,:;,, _ _ _ _—_ CHANNELS @ 16"O.C.PERPENDICULAR TO CHANNELS @ 16"O.C.PERPENDICULAR TO - _ a• -: T.O.FLOOR •� 15OU50-54 CHANNELS WITH DOUBLE 150U50-54 CHANNELS WITH DOUBLE STRAND OF NO.16 GA GALVANIZED WIRE. STRAND OF NO.16 GA GALVANIZED WIRE. PER RCP M APPLY 5/8"GWB WITH LONG DIMENSION AT APPLY 5/8"GWB WITH LONG DIMENSION AT ——————— °' a l• < RIGHT ANGLES TO THE 0871=125-43 pER RCP RIGHT ANGLES TO THE 087F125-43 HANNEL .L ATE GWB BUTT JOINTS C S LOCATE G U O S CHANNELS.LOCATE GWB BUTT JOINTS T A T O S C ^^++ OVER THE CENTER OF THE 087F125-43 I - W OVER ENTER OF 7F12 4 L -O C O 08 S 3 CONDITION " � CONDITION FRAMING PER STRIJCTIJRE< �0 CHANNELS.ATTACH GWB WITH 1"SELF \ - �: � � PER RCP DRILLING DRYWALL SCREWS @ 12"O.C.IN DRILLING DRYWALL SCREWS @ 12"O.C.IN - —————————— THE FIELD OF THE BOARD AND B AT BUTT —— THE FIELD OF THE BOARD AND 8"AT BUTT HEAD PLATE PER DOOR MFR PER RCP JOINTS,LOCATED NOT LESS THAN 3/8"OR JOINTS,LOCATED NOT LESS THAN 3/8"OR WALL AS > _ _ MORE THAN 112"FROM EDGES. PER RCP .J .. MORE THAN 1/2"FROM EDGES. SCHEDULED ^+ METD EACH ID PER MANUFACTURER-DOOR HEIGHT TYd t "—" Y/ METAL CORNER BEAD 6., METAL CORNER BEAD-EA.SIDE BEAD EACH SIDE /� 5/8"GYP. O W 5/8"GWB 5/8"GWB 11 flush gwb header - ots to gwb 12 gwb header - ots to gwb 13 gwb header - ots to act 1 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0" — — PER MFR 1IN MIN 3 } a8.13 !LIFT CLEARANCE L77� revision: • , 10'-0° no. desc. date GRID STRUC 5/8"GWB CEILING GRID OVERHEAD DOOR TRACK PER WALL BASE AS SCHEDULED .DWGS CEILING PER RCP STRUC I I I I BACKER ROD+SEALANT AT LIGHT PER ELECTRICAL DRAWINGS; POLISHED CONCRETE FLOOR FINISH COORDINATE BRACING WITH DOOR LOCATION CLEARANCE CONCRETE SLAB AND DECK PER STRUCTURAL UNISTRUT,ATTACHED TO DECK- V-0"MIN. a8.17 I I LOCATE AROUND O.H.DOOR PERIMETER TRIM AS SCHEDULED 8'-0" T.O.DOOR Z — project: 231106 L. r a a. tY DUCTWORK PER PLAN date: 02.11.25 O w I- a FILL VOID WITH FOAM permit set INSULATION ceiling CITY APPROVED PLANS details MANSFOP MU ALL INSVECFIONST 9E ON lOa S SRE exposed conc slab @ framed wall overhead door section @ interior classrooms a�■ / 1 1/2"=1'-0" I 1"=1' " Page 27 of 180 STEEL BUILaG STEEL GUTTER Q. ADDRESS S Q Q PAINTED SW 10 CORRUGATED METAL DECK 4 �Q INCREDIBLE CONTINUOUS SEALANT AT PERIMETER SOLID 1.5" _ _ _—+110_2"a.f.f. CONTINUOU - s _ _ _ — — �YL BELOW ADD ATTACH US I 1/4":V MIN. +109'-8"a.f.f. SELF-TAPPI BRAKE METAL FLASHING- _ _ _ _ _ SCREWS @ COLOR TO MATCH STOREFRONT 10 a8.14 I STEEL ANGLE PER STRUCT +9'-8" I I T.S.PER STRUCTURAL-PAINTED I J r az 9 a8.14 • I EO O MITER CORNERS,GRIND ALL WELDS SMOOTH, BRAKE METAL FLASHING- PRIME(2)COATS OF PAINT BRAKE METAL FLASHING- I I Al , COLOR TO MATCH STOREFRONT a8.14 COLOR TO MATCH STOREFRONT a8.16 �" I J 1X1 L-BRACKET SUPPORT FOR METAL SOFFIT SECTION ELEVATION PREFINISHED METAL SOFFIT-COPPER PENNY SURFACE SOFFIT LIGHTING canopy signage enlarged cafeteria canopy elevation - south 4 rule steel canopy detail I J 3„=1,_0„ �L 1/2„=1,_0„ ��J 1 1/2"=T-0" �\ WINDOW PER PLAN BRAKE METAL FLASHING WITH HEMMED DRIP \Y7 / EDGE-COLOR TO MATCH STOREFRONT 1X1 L-BRACKET PREFINISHED METAL SOFFIT- COPPER PENNY STEEL GUTTER �YL I � � 10 BRAKE METAL FLASHING- a8.14 COLOR TO MATCH STOREFRONT EXTEND CORRUGATED METAL ROOFING 1/2"INTO GUTTER This document is the +9-8 - +109'-8"a.f. property of erstad SEALANT ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this documenit BRAKE METAL FLASHING- 9 BRAKE METAL FLASHING-COLOR TO obtaining)writ tent first COLOR TO MATCH STOREFRONT a8.14 MATCH STOREFRONT permission of erstad BRAKE METAL FLASHING- 1/2^ ARCHITECTS is prohibited. 102b COLOR TO MATCH STOREFRONT BACKER ROD+SEALANT This document may not be WINDOW OR DOOR TYPE PER PLAN man ne r. 62025 no' thorized I DOWNSPOUTBEYOND enlarged cafeteria canopy elevation west storefront head @ canopy storefront sill @ canopy N M ADDRESS IDENTIFICATION-IAW 2018 IFC 505.1 r New and existing buildings shall be provided with approved address c, d -1-0 r— CD identification,legible and placed in a position that is visible from the street or @ M road fronting the property.CoTF:High and right as conspicuously possible. — v Characters shall contrast with their background. Address identification shall 7VM E 'a 2 be Arabic numbers or letters.Numbers shall NOT be spelled out. 1 DOWNSPOUT 10 a8.14 CALIGN ORNER GNAGE TO OUTBOUND LIGHT FIXTURE PER ELECTRICAL, o N TF Best Practice:Commercial Buildings should have minimum 12"tall CENTER LIGHTS OVER DOOR a8.14 numbers and shall be affixed to the building. Numbers may be affixed to ED B LD � B B � � � V �monument signs but as a secondary address location.Street name not 9'-8" SLOPED STRUCTURAL DECK needed if numbers are displayed facing assigned road. V ' STRUCTURAL TUBE STEEL Suite/Apt/Unit numbers shall be affixed near the main entry door(s),a minimum 4"tall and shall include the word"SUITE"or"APT"or"UNIT"etc. BRAKE METAL FLASHING- 100a� 9 }+ COLOR TO MATCH STOREF a8.14 BRAKE METAL FLASHING- RONT COLOR TO MATCH STOREFRONT W a W UP N I 1enlarged entry canopy elevation =V-0" 4 STRUCTURAL TUBE STEEL 1/2" - a8.14 SPRAY APPLIED ROOFING revision: MEMBRANE no. desc. date SLOPED STRUCTURAL d DECK STEEL BUILDING ADDRESS SIGN —— —— 19 SLOPED GUTTER TO DOWNSPOUT a8.16 LIGHT FIXTURE PER ELECTRICAL - SLOPED STRUCTURAL DECK 2" EO � EO � EO � EO 1/8":12" IN SLOP project: 231106 1 STEEL STRUCTURAL TUBE date: 02.1 1.2 5 a8.14 DOWNSPOUT I w I II DOWNSPOUT I p - — RIGID INSULATION permit set w SLOPE CORNER-1/4" I I � 4 4" I� q q" I� 2 ® cL 3'-0" 12'-6" 18 15'-6" a8.16 - 4 canopy = ag,1q CITY APPROVED PLANS details canopy canopy PANS MUST BE ON JOB SITE � py plan - front entry � pyIan - cafeteria p FOR ALLINSPERIONB 1/2"=V-0" L V 1/2"=1'-0" a 8- 14 Page 28 of 180 GRID STAINLESS STEEL SCREWS WITH SEALANT STAINLESS STEEL SCREWS WASHERS,APPLY SEALANT OVER GRID WITH WASHERS,APPLY FASTENER HEADS 1 HOT AIR WELD SEALANT OVER FASTENER GRID ROOF HATCH ASSEMBLY E qq EDGE SEALANT HEADS 24 GA.PREFINISHED METAL COPING. MIN.30"x 36"CLEAR SLOPE 1:12. N a 24 GA.PREFINISHED METAL - `i C; i SINGLE PLY MEMBRANE COPING.SLOPE 1:12. PRESSURE TREATED 2X WOOD NAILER H LADDER EXTENSION CONTINUOUS CLEAT FASTENED Q PER PLAN Z PRESSURE TREATED 2X PER PLAN @ 12"O.C. SCREW FASTENED @ 6"O.C. fO WOOD NAILER --— COUNTER FLASHING FROM BONDING ADHESIVE METAL J SCREED TERMINATION UNIT - I RIGID INSULATION- CONTINUOUS CLEAT FASTENED - (2)#8 GALVANIZED SCREWS @ FIRE TREATED WOOD BLKG. R-30 MIN @12"O.C. ii= 18"O.C. 3'-0" SIZED TO FIT BENT PLATE PER SINGLE-PLY ROOFING MEMBRANE UP APPROPRIATELY STRUCTURAL,DEPTH TO R MGUARGLAVANIZED1/RAMSET AND OVER PARAPET WALL,COVER HOT-AIR WELD MIN.R-30 INSULATION MIN MATCH ROOF DEPTH RAMGUAR0 2 1/2"DRIVE PINS i FACE OF NAILER WITH WASHERS @ 18 O.C. I1- SEAM CAULK EIFS SYSTEM FINISH COAT METAL DECK ROOF MEMBRANE VARUES PER INN EIFS SYSTEM BASE COAT 16-2 1/2"A.F.F. STRUCUTRALIR MESH PER MANUFACTURER - - - -T.O.ROOF STRUCTURE CONTINUOUS CLEAT 1"INSULATION BOARD VERIFY IN FIELD FASTENED 12"O.C. EIFS SYSTEM ADHESIVE 18 GA.PRE-FINISHED INSULATION PER PLAN METAL DRIP EDGE,FASTEN WEATHER BARRIER WALL TYPE PER PLAN PER MFR.REQUIREMENTS2 ROOF DECK,PER TUBE STEEL PER STRUCTURAL WALL TYPE PER PLAN STRUCTURAL WALL TYPE PER PLAN WALL PER PLAN 10"HI-R I I cmu shear wall parapet slide enclosure roof edge condition ara et ca cmu ara et cap eifs � � g � p p p@ � p p p@ 1 1/2"=1'-0" L 3"=1'-0" 3 1 1/2"=1'-0" 4 1 1/2"=1'-0" 1/2"X 2 1/2"STEEL FLAT ® BAR RAILS @ V-6"O.C. VERTICAL MECH.UNIT STARTER STRIP WITH WEEP SCREED CONTRACTOR PROVIDED @ ALL LAG FASTEN @ 12"O.C. FRY REGLET GRID BOLT AITTACCHMENTS PRE-FINISHED METAL GRID COUNTER-FLASHING FROM UNIT ALL-PURPOSE SEALANT FRY REGLET I TERMINATION BAR SEAM CAULK 20 TERMINATION BAR FASTTENED a8.15 FASTENED @ 6"O.C.W/ HOT-AIR WELD @ 6"O.C. - -- - ALL PURPOSE SEALANT 1/2"x 2/12"FLAT BAR PLATE AND FASTENER,SEE CLIPS-WELD TO RAILS& FRY REGLET SPRINGLOK MANUFACTURER FOR SPACING Z FLASHING FRY REGLET SECURE TO WALL W/5/8"fd z o I SPRINGLOK FLASHING MIN.R-30 ROOF INSULATION LAG BOLTS,PAINT TO SINGLE-PLY ROOF MEMBRANE ROOF MEMBRANE � MATCH TAPERED INSULATION- ' 3/4'DIA.STEEL RUNGS @ SLOPE TO DRAIN „ BONDING ADHESIVE 3 12"O.C.WELD TO RAILS This do-melt is the � / I HOT-AIR WELD — property of erstad RIGID INSULATION R-30 MINIMUM ARCHITECTS and is / WALL PER PLAN protected by U.S. and ——— PLATE AND FASTENER,SEE �1 international lows. Use, MECHANICAL UNIT CURB TAPERED INSULATION CRICKET — _ MANUFACTURER FOR SPACING ' reproduction, or SET LEVEL WHERE OCCURS is modification of this WALL TYPE PER PLAN 1^MAX. document without first obtaining written PRESSURE-TREATED BLOCKING � ® permission of erstad AS REQUIRED _ RIGID INSULATION-R-30 SEAM CAULK ARCHITECTS is prohibited. MINIMUM This document may not be --` 4X4 20 GA.STEEL ANGLE 3/8"- MIN.R-30 ROOF INSULATION CONNECTION EXPANSION BOLT used in any unauthorized SEE STRUCTURAL FOR DECK -,, I FASTENED EVERY OTHER STUD CONNECTION AT manner. 62025 ------------- AND FRAMING := SHINY 90 @ T.O.G.W.B. FINISH FLOOR GRADE WALL PER PLAN METAL DECK I ELEV.0'-0" FINISH FLOOR rtu curb slide enclosure connection edge of roof deck @ cmu wall edge of roof deck @ framed wall roof hatch N V J 3„=1'_011 \ J 3"=1 � 1 1/2„=1,_0" � 1 1/2"11,_0„ 3/4„_1_0„ fry ROOF OVERFLOW DRAIN.TOP OF INLET TO BE 2" VENT PIPE ABOVE LOWEST POINT ON ROOF. NOTE:MEMBRANE AND PIPE BOOT WELDING AREA MUST BE SCRUBBEDNJIPED WITH EP SEAM ALL PURPOSE SEALANT TAPERED INSULATION AT DRAIN SUMP. 10 }� 0 CLEANER AND A SCRUB PAD PRIOR TO WELDING. a8.15 STAINLESS STEEL CLAMP (�r� MIN.R-30 ROOF INSULATION PIPE BOOT ROOF DRAIN ASSEMBLY. ' M 2'-6" CO HOT AIR WELD COMPLETE - WIDTH OF FLANGE 2 BONDING ADHESIVE (n SINGLE-PLY ROOF MEMBRANE = (� Z 18 - - I (2)LAYERS POLY-ISO a8.15 - INSULATION,PER PLAN. � 15'-2 1/2"A.F.F. }� VERIFY IN FIELD ACOUSTICAL DECK PER STRUCTURAL 2'-0" 2'-0" 2'-0" - _ � INSULATION PER PLAN � ROOF DECK,PER STRUCTURAL n acoustical deck assembly n roof pipe penetration roof drain & overflow a - - I I 3"=1'-0" I G 3"=1'-0.. I J 1"=1'-01. o ( — — — revision: no. desc. date ROOF OVERFLOW DRAIN,TOP OF INLET e TO BE 2"ABOVE LOWEST POINT ON ROOF -EXTEND ROOF MEMBRANE - 2'-0" 2'-0" 2'-0" ROOF DRAIN ASSEMBLY UP WALL+UNDER DOOR CLAMPING RING THRESHOLD HOT AIR WELD-TYP. SINGLE-PLY ROOFING MEMBRANE a TAPERED INSULATION AT DRAIN SUMP 18" 8 3/4"DIA.STEEL RUNGS @ 12" 12" "—" a8.15 `� _ _ project: 231106 12"O.C.WELD TO RAILS P 1 _ +116'�0" 1/2"X 2 1/2"STEEL FLAT BAR date: 02.11.25 iv 1�panslMa Y ------------ -------- -- ------ - RAILS @ T-6"D.C.VERTICAL DECK PER STRUCTURAL DRAWINGS ROOF DRAIN/ ALL PURPOSE SEALANT 2XFRAMING PLUMBING OVERFLOW PER \ // // MEMBRANE TO EXTEND INTO DRAIN BODY 3/4"ARCHITECTURAL ') j DRAWINGS 1 1/2"MIN.FROM CLAMPING RING BOLTS - permit SP.t GRADE PLYWOOD SHEATHING 'i DECKCLAMP M til - - - _ ') PROVIDE NICKEL BRONZE DOWNSPOUT i SEALANT AT PERIMETER OF OPENING MECCHANIICAL DRAWINGS INGS FOR DETAILS I j K fInlSfi-s-econ OOr WALL TYPE PER PLAN INSULATE RAIN LEADERS AND ROOF DRAIN BODIES FINISH FLOOR NOTE:SEE ELEVATIONS a3.11 roof details FOR LOCATIONS,TYP. I ------� CITY APPROVED PLANS p.mee c°melonm lower roof access stairs roof drain / overflow grade roof drain & overflow section roof ladder PANS MUST INSPE IJOB ONSITE � �Q Ly FOR ALL INSPERIONi Aw I V 1„=1-01, I / 3„=1'-0" 0 1 1/2"=1'-0" 3/4„=1,_0„ M 8. 15 Page 29 of 180 GRID II a g� WALL TYPE PER PLAN II II' HEADER PER STRUCTURAL II' SPRAY FOAM INSULATION AT HEADER AND JAMBS.NOT WALL TYPE PER PLAN CMU WALL PER PLAN I; ACCESSIBLE FOR BATT INSLUATION EIFS SYSTEM FRAMING PER STRUCTURAL I SHIM AS NECESSARY 3/8"BACKER RODPREFIN COLOR M METAL FLASHING SEALANT BOTH SIDES WITH HEMMED DRIP EDGE, I COLOR TO MATCH WINDOW FRAME METAL CORNER BEAD-TYP. ALUMINUM p STOREFRONT AS1 3/8"BACKER ROD+SEALANT BACKER ROD+SEALANT- SCHEDULED BOTH SIDES EA.SIDE w w ALUMINUM _ y O p STOREFRONT AS WINDOW AS SCHEDULED w SCHEDULED w METAL CORNER BEAD-TYP. interior storefront head aluminum window head @ cmu aluminum storefront head @ eifs 3"=1'-0" JAMB SIMILAR �/ 3"=1'-0" 3"=1'-0" CMU WALL PER PLAN WALL TYPE PER PLAN METAL CORNER BEAD,TYP. WALL TYPE PER PLAN 3/8"BACKER ROD+ SEALANT BOTH SIDES SPRAY FOAM INSULATION AT HE AND JAMBS.NOT FRAMING PER STRUCTURAL SHIM AS ACCESSIBLE FOR BATT NECESSARY INSULATION SHIM AS NECESSARY ALUMINUM STOREFRONT SHIM AS NECESSARY SEALANT,EACH SIDE AS SCHEDULED ALUMINUM STOREFRONT HOLLOW METAL FRAME AS SCHEDULED This document is the KX property of erstad WINDOW AS SCHEDULED INTERIOR INTERIOR protected ARCHITECTS and aU S.Isand international lows. Use, reproduction, or modification of this EXTERIOR EXTERIOR document without first obtaining written _ 3/8"BACKER ROD+ permission of erstad SEALANT,BOTH SIDES ARCHITECTS is prohibited. �- This document may not be EIFS SYSTEM used in any unauthorized manner. 62025 / interior hm window head ` � / aluminum window jamb @ cmu aluminum window jamb @ eifs N UV/ 3"=1'-0" JAMB SIMILAR U 3"=1'-0" *a 3"=1'-0" fr^yam ALUMINUM STOREFRONT — X rr AS SCHEDULED O O /w SE BACKER ROD FRAME ANCHOR F SEALANT T ALUMINUM STOREFRONT AS �� 0 0 O SCHEDULED M SHIM AS NECESSARY ' CMU WALL PER PLAN BRAKE METAL FLASHING 2 3l4'• 3/8"BACKER ROD+SEALANT 00 WITH HEMMED EDGE, STRIKE-OUT GROUT AND COLOR TO MATCH PROVIDE 3/8"SEALANT WINDOW SYSTEM A\ O (n ALUMINUM BRAKE METAL SILL FLASHING Y/ _ WITH HEMMED DRIP EDGE,COLOR TO SHIM AS NECESSARY (� MATCH WINDOW SYSTEM GROUT SOLID W/NON-SHRINK GROUT,TYP. I STAINLESS STEEL SILL WRAP- CMU WALL PER PLAN C COLOR TO MATCH STOREFRONT HOLLOW METAL FRAME I' 1 1/4" II EIFS SYSTEM \V WALL TYPE PER PLAN WINDOW AS SCHEDULED II. I. 4_0 I ^> W W interior window head @ cmu aluminum window sill @ cmu � aluminum window sill @ eifs J 3"=1,_Q„ JAMB+SILL SIMILAR 1 3"=1'-0" 1`� 3"=1'-0" revision: EIFS SYSTEM PER MFR no. desc. date ANODIZED ALUMINUM GRID GRID GRID STOREFRONT BREAK METAL- 10" COLOR TO MATCH SIDEWALK-SEE CIVIL 9 1/4" STOREFRONT DRAWINGS 2" 2" LINE OF FOUNDATION BELOW EXPANSION JOINT GRID = _ _ _ _ _ _ _ — GRID 2 v EXTERIOR EXTERIOR WALL BEYOND COLUMN PER STRUCTURAL d COLUMN PER STRUCTURAL ALUMINUM STOREFRONT ;I DRAWINGS DRAWINGS AS SCHEDULED project: 231106 SILL RECEPTOR,FULLY SET date: 02.11.25 INTERIOR IN MASTIC.TURN DOWN INTERIOR RECEPTOR AT SLAB CHAMFER. 717 SPRAY FOAM INSULATION AT SPRAY FOAM INSULATION AT AREAS NOT ACCESSIBLE FOR AREAS NOT ACCESSIBLE FOR FOUNDATION-SEE BATT INSLUATION BAIT INSLW TION _ STRUCTURAL permit set BLOCKING AS NECESSARY DRAWINGS BLOCKING AS NECESSARY , 5/8"G.W.B. a a a 5/8"G.W.B. O O p 0 - _ NO CHAMFER BETWEEN W W SEALANT STUD FRAMING PER PLAN GRIDS b&c,11&12,d&e. b Z STUD FRAMING PER PLAN w r n�•`e, u7 �C Z BACKER ROD AND SEALANT STOREFRONT PER PLAN STOREFRONT PER PLAN .�'_. , window CITY APPROVED PLANS • � a details PLANS MUST BE ON IOB SITE FOR ALL INSPECTIONS eifs @ storefront corner column storefront corner @ column storefront sill @ foundation a8 1 6 1 V 3„=1'_0^ 19 3„=1'_0^ 20 3„=1'_0" Page 30 of 180 KITCHEN SIDE CAFETERIA SIDE WALL TYPE PER PLAN Q qq� HEADER PER STRUCTURAL _ N& SPRAY FOAM INSULATION AT HEADER -- p AND JAMBS.NOT CLASSROOM SIDE KITCHEN SIDE CLASSROOM SIDE Y CORRIDOR SIDE INTERIOR EXTERIOR ACCESSIBLE FOR BATT RIGID INSULATION INSLUATION "' ... Xx al FRP AS SCHEDULED- WALL PAINT TO WRAP INTO JAMB CONTINUE TO DECK WALL PER PLAN ABOVE OH DOOR. 0 CONTINUE FOR MINIMUM ` DOOR HEADER 4'PAST DOOR OPENING ; STRIKE-OUT GROUT AND PROVIDE SEALANT BOTH PER MFR WALL PAINT TO SIDES,TYP. HEAD PLATE PER DOOR CONTINUE TO DECK METAL CORNER BEAD MANUFACTURER " ABOVE- O DOOR.CONT NUE FOR GROUT SOLID W/NON- SCHLUTER CORNER TRIM ` WALL TYPE PER PLAN MINIMUM 4'PAST SHRINK GROUT,TYP. _ OF OR MATCHING FRP TRIM DOOR ENING HEAD PLATE PER 5 3/4"x 4"H.M.DOOR HEAD HEADER PER HEAD PLATE PER DOOR FRP AS SCHEDULED- - STRUCTURAL , DOOR MANUFACTURER DOOR AS SCHEDULED WRAP INTO JAMB ' - MANUFACTURER O O SPRAYFOAM METAL CORNER INSULATION AT HEADER / w 16 GUARDBEYOND ANDJAMBSNOT CMU WALL PER z ACCESSIBLE FOR BATT WALL TYPE PER PLAN w a8.17 INSULATION : PLAN I FRP WRAPPED INTO - STRUCTURAL DER PER JAMB BEYOND FRP AS a' RIGID INSULATION PER DETAIL - SCHEDULED- 3 PER DETAIL SPRAY FOAM PER RCP --- AT kitchen rolling counter door @ head WEXTERAP ND6"MINTO HEADER AND INSULATIONJ HM door @ cmu wall - 4" head 1 /a8.13 +EXTEND 6"MIN 19/a8.13 NOTACCESSIBLE JAMBS 1 ABOVE CEILING 3"=1'-0" , FOR BATT 3"=T-0" m ".i INSULATION III I ' CEILING PER PLAN HEADER PER ----------J CEILING PER PLAN STRUCTURAL ;? METAL CORNER BEAD ?: WALL TYPE PER PLAN CAFETERIA SIDE ' SEALANT :' FRAMING PER STRUCTURAL WALL TYPE PER PLAN , METAL CORNER BEAD-TYP SPRAY FOAM INSULATION AT METAL CORNER BEAD SCHLUTER CORNER HEADER AND JAMBS NOT TRIM OR MATCHING OVERHEAD DOOR PRE-FINISHED ACCESSIBLE FOR BATT INSULATION FRP TRIM 8 TRACK PER BREAK METAL SCHLUTER CORNER TRIM SCHEDULE.LIMIT CLOSURE TO MATCH OR MATCHING FRP TRIM OVERHEAD DOOR DOOR OPENING DOOR SEALANT-ALL SIDES &TRACK PER AS NEEDED TO FRP AS SCHEDULED AT SCHEDULE.LIMIT PREVENT This document is the JAMB RETURN DOOROPENING CONFLICT AT SHIM AS NECESSARY propert SPRAY FOAM INSULATION AT PREVENT CABLES HOLLOW METAL FRAME y of erstad AS NEEDED TO ADJACENT LIGHT ARCHITECTS and is HEADER AND JAMBS NOT CONFLICT AT protected by U.S. and international lows. Use, ACCESSIBLE FOR BATT ADJACENT LIGHT reproduction, or INSULATION CABLES modification of this PRE-FINISHED METAL CORNER document without first GUARD-2"X2"XS'-0" obtaining written DOOR PER PLAN permission of erstad OVERHEAD DOOR ARCHITECTS is prohibited & . KITCHEN SIDE TRACK PER Is acumen may no SEALANT SCHEDULE e used i any unauthorized manner. 02025 kitchen rolling counter door @ jamb culinary overhead door @ head t interior overhead door @ head overhead door @ cmu head HM door interior wall @ header N 6 3"=1'-0" 3"_ -0" 3"=1'-0" 3" �0 33"=1'-0" JAMB SIMILAR — fry PER PLAN DOOR ATTACHMENT PER WALL TYPE DOOR MANUFACTURER f HEADER PER STRUCTURAL �I DOOR ATTACHMENT PER DOOR ATTACHMENT PER M SPRAY FOAM DOOR MANUFACTURER DOOR MANUFACTURER INSULATION AT HEADER M AND JAMBS.NOT 00 ACCESSIBLE FOR BATT INTERIOR •� INSLUATION OVERHEAD DOOR&TRACK CLASSROOM OVERHEAD DOOR&TRACK RIGID INSULATION PER SCHEDULE SIDE PER SCHEDULE WALL PER PLAN A\ O (n O SCHLUTER CORNER TRIM PER SCOVERHEAD DDOOR&TRACK OR MATCHING FRP TRIM it SQUARE HOOD STRIKE-OUT GROUT AND PRE-FINISHED BREAK SRDOSIDE SREALANT BOTH .� FRP AS SCHEDULED AT HI-IMPACT GWB AT JAMB METAL CLOSURE STAINLESS STEEL WRAP JAMB RETURN RETURN GROUT SOLID W/NON WALL PER PLAN WALL PER PLAN SHRINK GROUT,TYP. STAINLESS STEEL WALL CMU WALL PER PLAN O O PROTECTION BEYOND PRE-FINISHED METAL CORNER .. ..,.., -: PRE-FINISHED METAL CORNER w w 53/4"x2"H.M.DOOR JAMB }� .. .....,'-t r. "..,...:>,::..--.,. GUARD-2"X2"XV-0" — — — — — z 16 _ _ _ _ _ _ _ _ GUARD-2"X 2"X 8'-0" --DOOR AS SCHEDULED �V a8.17 KITCHEN/CULINARY SIDE CORRIDOR WALL BASE STOPS AT EDGE SIDE OF DOOR,DOES NOT RETURN EXTERIOR SEALANT INTO JAMB-TYP EACH SIDE WRITEYBOARD,WHERE W OCCURS.SEE FINISH PLANS w` rolling counter door @ head � culinary overhead door @ jamb typ interior overhead door @ jamb overhead door @ cmu jamb � HM door @ cmu wall -jamb ` ' 'J 3„_1,_0„ ` 'L J 3„_1,_0„ 3„_1,_0„ 3„_1,_0„ \ t.J J 3„=1,_0„ �/ �� revision: no. desc. date GRID INTERIOR EXTERIOR O O SIDEWALK,SEE CIVIL DRAWINGS O O OVERHEAD DOOR INSTALL z z HOLLOW METAL DOOR AND FRAME PER MANUFACTURER w ALUMINUM STOREFRONT SYSTEM SEALANT WALL TYPE PER PLAN CONCRETE,SEE STRUCTURAL DRAWINGS PROVIDE SWEEP SILL RECEPTOR,FULLY SET IN MASTIC THRESHOLD 8"THRESHOLD FULLY SET IN EXPANSION JOINT MASTIC. project: 231106 FOUNDATION,SEE STRUCTURAL date: 02.11.25 CONCRETE,SEE STRUCTURAL DRAWINGS STAINLESS STEEL SILL OR DRAWINGS - COUNTER BELOW FINISH FLOOR AS SPECIFIED 24 STAINLESS STEEL WALL - '- P l " - permit set PROTECTION - - Q I—' III—III—III ° — — — a -1 -1 SPRAY FOAM INSULATION AT + •. "• l: III— III— •;. .,:•' III— - - •/ HEADER AND JAMBS NOT III III III —III •^_,�.1_�,••.:_1,•'n ACCESSIBLE FOR BATT INSULATIONIII— I, III door details nn,w.aMcoee mmN�"M rolling counter door @ jamb overhead door @ foundation storefront door threshold HM door threshold t Q 1 Q t LU vNFORAAIIINSVERIONSIrE 8. 17 3"=1'-0' 3"='r-0" 3"=1'-0" 3"=1'-0" Page 31 of 180 Interior Signage Schedule Interior Signage Schedule y8 } } s" Room Signage Room Room Signage Room AS SPECIFIED Number Name Sign Type Number Name Sign Type 1"HIGHp g CHARACTERS ROOM NAME 33 _ 102 cafeteria RM 217 storage RM ROOM NAME r ROOM NUMBER CONTRACTOR TO INSTALL UL ` ROOM NUMBER SEMI- 103 girls RR 218 storage RM BRAILLE RECESSED LISTED WALL MOUNTED FIRE 104 boys RR 219 classroom WIN CABINET EXTINGUISHER WITH STANDARD Y SEMI-RECESSED CABINET BRACKET(PER 105 office WIN 220 classroom WIN AS SPECIFIED AND EXTINGUISHER AS La SPECIFCATIONS).MOUNT PER SPECIFIED — CABO/ANSI,HANDLE TO BE NO 106 office WIN 221 classroom WIN 8"x 1.125"INSERT WINDOW w MORE THAN 4'-0"AFF. WHERE SCHEDULED 4 107 office WIN 222 classroom WIN SIGNAGE TYPE RM SIGNAGE TYPE WIN a8.18 111 storage RM ROLLED EDGE 223 classroom WIN a IN KITCHENS 112 elevator RM 224 classroom WIN INSTALL CLASS K WALL 8" SEALANT-ALL SIDES MOUNTED FIRE EXTINGUISHER 112b elevator RM 225 classroom WIN L WITH STANDARD BRACKET. equipment HANDLE TO BE NO MORE THAN 226 CIBSSfOOm WIN o 4'-0"A.F.F.AND WITHIN 30'MAX. 113 fire riser RM i PICTOGRAM CHARACTER 227 classroom WIN / 114 maintenance RM / _ WHER 0 E OCCURS COMPLY WALL PER PLAN TRAVEL DISTANCE FROM COOKING EQUIPMENT. 22$ CIeSSfOOm WIN WITH ICC/ANSI 703.6 117 electrical RM 229 classroom WIN 118 maintenance RM 230 restroom RR 118A i.t. RM 231 restroom RR \w BRAILLE CHARACTERS 119 classroom WIN 232 restroom RR SIGNAGE TYPE RR COMPLY WITH ICC/ANSI 703.5 120 classroom WIN 233 restroom RR CHARACTERS AS SPECIFIED COMPLY WITH ICC/ANSI 703.2 77 121 classroom WIN 234 work room RM FINISH FLOOR 122 classroom WIN 9"MIN. 9"MIN. ACCESSIBLE SYMBOL WHERE 235 janitor RM OCCURS COMPLY WITH FINISH FLOOR 123 classroom WIN s1 west stair exit RM ICC/ANSI 703.4 124 classroom WIN s2 east stair exit RM 125 classroom WIN �/ tactile signage �I semi-recessed fire extinguisher semi-recessed fire extinguisher elevation � surface mount fire extinguisher 126 classroom WIN �L/ 1 1/2"=1'-0" �J/ 1 1/2"=T-0.1 1"=T-0" �`�J 1"=1'-0" 127 classroom WIN 128 classroom WIN 129 classroom WIN 130 storage RM 131 restroom RR 132 restroom RR ~ (La w PAINTED GWB AS 13 133 office WIN = SCHEDULED 134 office WIN DOOR AS SCHEDULED DOOR AS SCHEDULED LU LU a8.18 (IF APPLICABLE) (IF APPLICABLE) r U SCHULTER ANODIZED 135b work room RM o ALUMINUM JOLLY(TT3), 140 reception RM o O SIZE AS REQUIRED LUXURY VINYL TILE AS SCHEDULED- 141 office WIN SEE FLOOR FINISH PLANS w z WALL TILE AS 142 office WIN CARPET TILE AS SCHEDULED < SCHEDULED 143 conference RM RUBBER REDUCER STRIP-SIZE a RM AS REQUIRED 145 storage SCHLUTER DILEX 146 culinary WIN CONCRETE FLOOR AS 1-5/8"WIDTH(TS1)REDUCER STRIP, METAL(TTB1) property current eerstadthe classroom SCHEDULED-SEE FLOOR ADA COMPLIANT .: <<: ARCHITECTS and is TILE FLOOR AS protected by U.S. and 147 o FINISH PLANS SCHEDULED international lows. Use, office WIN CONCRETE AS SCHEDULED z _ p"« ' 148 restroom RR - reproduction, or 150 culinaryWIN PORCELAIN TILE AS SCHEDULED modification of this document without first 153 scullery RM MORTAR obtaining w tt n ermisslon of erstad 155 kitchen RM �- } t '+-` SCHULTER RENO U TRIM(TT2), I ARCHITECTS is prohibited. 212 elevator RM ADA COMPLIANT-SIZE AS This document may not be :i REQUIRED used in any unauthorized _ -- - CONCRETE SUBSTRATE AS 12 manner. 62025 SCHEDULED a8.18 Ivt to concrete flooring transition carpet to concrete flooring transition floor tile to concrete flooring transition 6" the base @ restrooms to 12"=1'-01, 12"=1'-0" 12"=1'-0" 6"=1'-0" M 1114_ SQUARE FLOOR DRAIN,TURNED TO ALIGN WITH TILE DIRECTION;DRAIN COVER TO BE t LOWEST POINT IN }' f C PAINTED GWB AS (� SUBSTRATE AS SCHEDULED ' SCHEDULED SLOPE PORCELAIN TILE (� ':.," MORTAR WITHIN 12"OF DRAIN 00 EDGE TOWARD DRAIN. •� SEALANT SLOPE NOT TO EXCEED WALL TILE AS SCHULTER ANODIZED LEVEL SCHEDULED ALUMINUM JOLLY(TT3), RUBBER TILE AS LEVEL PORCELAIN TILE SIZE AS REQUIRED SCHEDULED-SEE ON REST OF FLOOR. O N FINISH PLANS GROUT(TYP.) GROUT — ADA COMPLIANT 1-5/8" MORTAR SCHLUTER DILEX METAL(TTB7) WIDTH(TS7)REDUCER V .� MORTAR STRIP,ADA COMPLIANT SILICONE SEALANT CONCRETE SUBSTRATE WALL TILE CONCRETE AS : {,' AS SCHEDULED oOo op opo SCHEDULED AS SCHEDULED TILE FLOOR AS GWB W/VAPOR SCHEDULED BARRIER 'Q - SUBSTRATE AS SCHEDULED •+� °'"�' FLOOR DRAIN PER 4_0 PLUMBING `V W LEAVE AIRSPACE BETWEEN TILE EDGE AND WALL /1 the to tile cove base � wall tile trim rubber tile to concrete transition � floor drain at tile flooring W 12"=1,_0„ I`F 12„=1'_0.. revision: no. desc. date FIRE EXTINGUISHER REQUIREMENTS IAW 2018 IFC 906 and NFPA 10,2018 ed. Install portable fire extinguishers with a GROUT minimum rating of 2A-10B:C. MORTAR SCHULTER SATIN The travel distance from an extinguisher NICKELQUADEC- shall not exceed 75 feet. project: 231106 SIZE AS REQUIRED date: 02.1 1.2 5 FOR TILE THICKNESS GROUT FIRE EXTINGUISHER MOUNTING WALL TILE AS IAW 2018 IFC 906.9 SCHEDULED GWB W/VAPOR Extinguishers weighing 40lbs or less permit set BARRIER shall be installed so that the top is not more than 5 feet above the floor and bottom is no less than 4 inches from the floor.The extinguisher must be mounted in a conspicuous interior aT AwPRoveD PLANS location unobstructed from view in details s BE ONIOBSITE 8 outside corner tile trim PLANSFOR ALLINSPERIONS 12„ a8. 18 Page 32 of 180 PLASTIC LAMINATE CABINET AND DOORS 33" 3 1'-o1/z" ELEVATION 1'-01/2" 11 PLASTIC LAMINATE CABINET PLASTIC LAMINATE CABINET AND - - AND DOORS _ _ DOORS a8.17 - - - - .—.--- .—.—.—.—.— I I MELAMINE ADJUSTABLE - - MELAMINE ADJUSTABLE HEIGHT HEIGHT SHELVING W/ _ = SHELVING W/RECESSED RECESSED HARDWARE _ = HARDWARE o 4"WIRE DOOR PULL = = 4"WIRE DOOR PULL OVERHEAD L.—.—. —. OVERHEAD ROLLING DOOR ROLLING DOOR — —� -- AS SCHEDULED AS SCHEDULED — - - - - L to RECEPTION LOBBY CULINARY LOBBY __. " h - PROVIDE GROMMETS SEALANT ., WHERE NEEDED, PLASTIC LAMINATE STAINLESS STEEL COORDINATE 24" SEALANT 28" SEALANT LOCATIONS DINATE COUNTERTOP COUNTERTOP&EDGE WITH OWNER-2"0 PLASTIC COLOR T.B.D. 6 LAMINATE 3" SECTION SEAT PLASTIC LAMINATE 24" COUNTER TOP,EDGE AND 24„ 3/4. BACKSPLASH PLASTIC 4"WIRE LAMINATE DOOR/DRAW PROVIDE PLASTIC LAMINATE DRAWER ER PULL PLASTIC LAMINATE SUPPORTS AT ON FULL EXTENSION SLIDES PROVIDE SUPPORTS BOTH ENDS OF PLASTIC LAMINATE WITH STOP AT BOTH ENDS OF COUNTER COUNTERTOP&EDGE COUNTER METAL COUNTERTOP PLASTIC SUPPORTS AS AND BACKSPLASH 4"WIRE DRAWER PULL LAMINATE NECESSARY CABINET AND DOORS WALLAS LOW PROFILE METAL _ LOW PROFILE SUPPORTS AS NEEDED SCHEDULED _ This document is the SUPPORTS AS property of erstad NEEDED PROVIDE GROMMETS ARCHITECTS and is WHERE NEEDED, protected by U.S. and FRP AS COORDINATE international laws. Use, PLASTIC LAMINATE SCHEDULED LOCATIONS ONSITE INTERIOR � reproduction, or WALLAS WITH OWNER-2"0 modification of this SCHEDULED COLORT.B.D. 3/4"FRAMING&BLOCKING document without first obtaining written 314"FRAMING AND BASE AS SCHEDULED permission of erstad BLOCKING BASE AS BASE AS ARCHITECTS is prohibited. BASE AS SCHEDULED SCHEDULED SCHEDULED v This document may not be 3„ used in any unauthorized BASE AS SCHEDULED manner. 02025 cafeteria storage bench' millwork section @ reception window counter @ coffee bar desk counter + upper desk counter w/ drawers + upper N V 1 1/2"=T-0" FUTURE BY OWNER 1 1/2"=1'-0" V 1'-0" 1 1/2"=1'-0" I V 1 1/2"=1'-0" 26"standard 12" 12 �r 18"@ kitchen 26"standard M � � M PLASTIC LAMINATE CABINET AND CO PLASTIC LAMINATE CABINET AND = = DOORS = = MELAMINE ADJUSTABLE DOORS - - HEIGHT SHELVING W/RECESSED MELAMINE INTERIOR HARDWARE _ _ 3l4"LAMINATED PLYWOOD O MELAMINE ADJUSTABLE HEIGHT - - - - ADJUSTABLE HEIGHT SHELVING - - MELAMINE ADJUSTABLE HEIGHT - - SHELVING W/RECESSED - - - - W/RECESSED HARDWARE }E - - SHELVING W/RECESSED - - HARDWARE - HARDWARE - - - - - PLASTIC LAMINATE _ ADJ. "C - - - - - - CABINET AND DOORS _ = 4"WIRE DOOR/DRAWER PULL = = 4"WIRE DOOR/DRAWER PULL 3/4"LAMINATED PLYWOOD SHELF = - _ _ \V 1/2"RADIUS COAT - - _ _ 4-0_ - HANGING ROD. _ = 4"WIRE DOOR = ADJ. _ PULL _ = PLASTIC LAMINATE CABINET AND A\ DOORS W NO DOOR IN KITCHEN;PLASTIC _ _ @ SEALANT SEALANT LAMINATE CABINET AND DOORS ALL OTHERS SEALANT ADJ. ��4"WIRE PULLS AND CYLINDER LOCK 24" 24" �Y PLASTIC LAMINATE COUNTER TOP,EDGE,AND BACKSPLASH 24 ADA COMPLIANT PLASTIC LAMINATE COUNTER = TOP,EDGE,AND BACKSPLASH DROP IN SINK _ 3/4"LAMINATED PLYWOOD FIXED rBVISIOn: S SHELF no. desc. date LOCK WITH 4"PULL - FIXED - _ PLASTIC LAMINATE - COUNTER-TOP,EDGE AND BACKSPLASH, in SEE FINISH SCHEDULE 4"WIRE PULLS AND CYLINDER PLASTIC LAMINATE DRAWER PLASTIC LAMINATE _ LOCK FALSE FRONT - - _ ADJ. _ 4"WIRE DRAWER PULL,TYP. 4"WIRE DOOR PULL 4"WIRE DOOR/DRAWER PULL - PLASTICLAMINATECABINETAND - _ = project: 231106 DRAWERS LL - - date: 02.11.25 PLASTIC LAMINATE CABINET AND O _ = DOORS y� p = ADJ. _ MELAMINE ADJUSTABLE HEIGHT PLASTIC LAMINATE -_ SHELVING W/RECESSED CABINET AND DOORS - - HARDWARE - - permit set 3„ 3/4"FRAMING& - - BLOCKING 3„ 3/4"FRAMING AND BLOCKING 3/4"FRAMING AND BLOCKING - - 3/4"FRAMING AND BLOCKING 3/4"FRAMING AND BLOCKING 6 BASE AS SCHEDULED `a 3 BASE AS SCHEDULED BASE AS SCHEDULED v BASE AS SCHEDULED BASE AS SCHEDULED 3 3" millwork CITV APPROVED PLANS MAFNOSP M UO details ALRS SITE door/ drawer base + upper drawer base + upper full height cabinet w/ coat rod sink base + upper full height cabinet w/ shelves a8 19 1 1/2"=V-0 1'" I / 1 1/2"= -0" I V 1 1/2"=1'-0" 1� 1'1 1/2"= -0" 1 1/2"=1'-0" Page 33 of 180 exterior window schedule interior window schedule a 2'-5" 2'-5" lJ p 4.-0.. �2.-0^ 4'-0- 4.-0" 4'-0' 5 `i E; EQ EQ a8.16 3,_4" � 5 4 4'-0" 2'-0^ 3'-4" 3'-4^ a8.16 q 5 a8.16 5 - O O O a8.t6 a8.16 a8.16 8 8 8 a8.16 a8.16 a8.16 8 13 15 a8.16 a8.16 10 9 N ( 9 O a8.16 a8.16 a8.16 8 13 OI OI 10 10 10 iv .01 .0iv S-1 iv a8.16 a a8.16 O SIM I a8.18 14 = a8.16 - a8.16 'v 8 8 'v 8 y S-1 -v 5-1-1) a8.16 iu a8.16 a8.16 a8.16 I I-T 7 Eo 15 14 15 SEAS - a8.16 a8.16 - a8.16 - a8.16 - a8.16 - - 8 13 SIM L�Lt a8.16 a8.16 FINISH FLOOR O O O � O a8.16 O a8.16 FINISH FLOOR O O O O O A-1 A-2 B C-1 C-2 D 20 E zo as bb cc dd ee SILL® door schedule door schedule abbreviations glazing schedule d U UJ Z Z � d Z rn Z AL ALUMINUM MFR MANUFACTURER on 1y)LU O z } O Z Y LU O Z } O0 ILL Z FF FACTORY FINISH PT PAINT S-1 SINGLE GLAZING LU d Q = Y K Z Z Q m w H = `1 K Z Z Q HM HOLLOW METAL SC SOLID CORE 1/4"TEMPERED GLAZING C9 U O O - w = O O Q~ w � LL o w = O O w z ROOM = F- ❑ 0 (� LL LL LL K Of z ROOM = F- p p (, LL LL LL HWG HARDWARE GROUP ST STAIN 10 1"INSULATED GLAZING 100a entry FG2 6'-0" 8'-0" 0'-1 3/4" AUGL FF I-T F2 AL FF 1,2 226a eleventh grade FV 3'-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT I-r V INSULATED TEMPERED GLAZING 100b entry FG2 6'-0" 8'-0" 0'-1 3/4" AUGL FF I-T F4 AL FF 1,2 226b eleventh grade 02 10'-0" 8'-0" 0'-2" MFR FF - MFR remarks 102a cafeteria/commons FG2 6'-0" 8'-0" 0'-2" AUGL FF I-T F3 AL FF 1,2 227a twelfth grade FV 3'-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT 102b cafeteria/commons FG2 6'-0" 8'-0" 0'-2" AUGL FF I-T F3 AL FF 1,2 227b twelfth grade 02 10'-0" 8'-0" 0'-2" MFR FF - MFR - O OVERHEAD DOOR GLAZING PER MANUFACTURER 1. SEE WINDOW SPECIFICATIONS FOR GLAZING TYPES. 105a office FV T-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT 228a criminal justice FV T-0" 7'-0" 0'-1 3/4" SC ST S-1 F1 HM PT 2. FIELD-VERIFY SIZES AND EXTENTS OF ALL STOREFRONT SYSTEMS PRIOR TO 105b office G 2'-10" 4'-4" 0'-0 1/2" MFR FF - MFR 228b criminal justice FV T-0" 7'-0" 0'-1 3/4" SC ST S-1 F1 HM PT ORDERING. 3. DOOR TO HAVE ELECTRIC MOTOR 106 office FV T-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT 229a twelfth grade FV 3'-0" 7'-0" 0'-1 3/4" SC ST S-1 F1 HM PT 4. FENCE GATE-SEE SITE PLAN FOR LOCATION 107 office FV T-0" 7'-0" 0'-1 3/4" SC ST S-1 F1 HM PT 229b twelfth grade 02 10'-0" 8'-0" 0'-2" MFR FF MFR 5. DOOR AND FRAME TO HAVE STC RATING 45 This document is the 111 storage F T-0" T-0" 0'-1 3/4" SC ST F1 HM PT 45 230 unisex F 3'-0" 7'-0" 0'-1 3/4" SC ST F1 HM PT property of erstad 112b elevator equipment F T-0" T-0" 0'-1 3/4" HM PT F1 HM PT 45 231 unisex F 3'-0" T-0" 0'-1 3/4" SC ST F1 HM PT ARCHITECTS and is protected by U.S. and 113 fire riser F T-0" T-0" 0'-1 3/4" HM PT F1 HM PT 232 unisex F 3'-0" T-0" 0'-1 3/4" SC ST F1 HM PT international laws. Use. 114 maintenance F T-0" T-0" 0'-1 3/4" SC ST F1 HM PT 233 unisex F T-0" T-0" 0'-1 3/4" SC ST F1 HM PT 2'-6" AS SCHEDULED 2'-6" reproduction, or FRAME LEGEND modification of this 115a corridor F2 T-0" T-0" 0'-1 3/4" HM PT F1-B HM PT 234 break/work room FV 3'-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT document without first obtaining written 115b corridor FV 3'-8" 7'-0" 0'-1 3/4" HM PT I-T F1-B HM PT 235 janitor F 3'-0" 7'-0" 0'-1 3/4" SC ST F1 HM PT 5 permission of erstad a8.16 ARCHITECTS is rohibited. 117 electrical F 3'-0" T-0" 0'-13/4" HM PT F1 HM PT AS SCHEDULED 10" 3'-0" AS SCHEDULED 3'-0" 1'-10" This document may not be 118 maintenance FV T-0" T-0" 0'-13/4" SC ST S-1 F1 HM PT used in any uncuthorized 118a i.t. F T-0" T-0" 0'-1 3/4" HM ST - F1 HM PT 5 5 0 AT manner. 62025 119a seventh grade FV 3'-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT a8 17 aa.1s CANOPY 119b seventh grade 02 10'-0" 8'-0" 0'-2" MFR FF MFR site gate schedule 10 15 10 120a sixth grade FV T-0" T-0" 0'-1 3/4" SC ST 9-1 F1 HM PT aa.17 aa.1s aa.1a 120c sixth grade 02 10'-0" 8'-0" 0'-2" MFR MFR = w z 121 a seventh grade FV T-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT m z LL z w 10 ❑ o v/ 121 b seventh grade 02 10'-0" 8'-0" 0'-2" MFR FF MFR m LU O z O LL - Y LU j LU Z U I.L. z w w w C7 15 w a8.16 o a8.16 122a sixth grade FV T-0" 7'-0" 0'-1 3/4" SC ST S-1 F1 HM PT m w � = Y Of Of g g g z ¢ o w 122b sixth grade 02 10'-0" 8'-0" 0'-2" MFR FF MFR j Cl- w w = 00 O w = a8.17 123a seventh grade FV 3'-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT z _J x o o O LL LL LL ga m N 123b seventh grade 02 10'-0" 8'-0" 0'-2" MFR FF - MFR a 124a eighth grade FV T-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT S102 S1 SINGLE T-0" 5'-0" 0'-2" MFR FF MFR FF 4Li 124b eighth grade 02 10'-0" 8'-0" 0'-2- MFR FF - MFR - _ S103 S1 SINGLE T-0" 5'-0" 0'-2" MFR FF MFR FF 4 1s zo 5104 S1 SINGLE T-0" 5'-0" 0'-2" MFR FF MFR FF 4 FINISH FLOOR 20 Ft F2 ja 9125a eighth grade 02 0-0" 7'-0" 0'-1 3/4" SC ST S-1 F1 - - S105 S2 DOUBLE 20'-0" 5'-0" 0'-2" MFR FF MFR FF 4 aa.t7 17 aa.1s �"� CD 125b eighth grade 02 10'-0" 8'-0" 0'-2" MFR FF - MFR - - - F1-B:a"HEAD�cMu .- M 126a eighth grade FV 3'-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT S106 S2 DOUBLE 20'-0" 5'-0" 0'-2" MFR FF MFR FF 4 M 4'-3" AS SCHEDULED 4'-3" AS SCHEDULED AS SCHEDULED T-0" 126b eighth grade 02 10'-0" 8'-0" 0'-2" MFR FF - MFR '� co 127a graphic arts FV T-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT q 127b graphic arts FV T-0" T-0" 0'-1 3/4" HM PT I-T F5 HM FF 127c graphic arts 01 10'-0" 8'-8" 0'-2" MFR FF MFR 3 3 a8.16 SIM 3 _` O N DOOR HANDLES,PULLS,LATCHES, LOCKS,AND aa.1s A4) 128a medical arts FV 3'-0" 7'-0" 0'-1 3/4" SC ST S-1 F1 HM PT - - aa.1s 128b medical arts FV T-0" T-0" 0'-13/4" HM PT I-T F5 HM PT OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT M V 128c medical arts 01 10'-0" 8'-8" 0--2" MFR FF - MFR - - - 3 129 business/marketing FV 3'-0" 7'-0" 0'-1 3/4" SC ST S-1 F1 HM PT REQUIRE TIGHT GRASPING,PINCHING,OR w ae.1s ❑ ❑ ,� 130 storage F T-0- T-0" 0'-13/4" SC ST F1 HM PT 45 TWISTING OF THE WRIST TO OPERATE.(IBC o 15 ?� 131 single user F T-0" T-0" 0'-1 3/4" SC ST F1 HM PT - SECTION 1010.1.9.1) U aa.17 UJ T 132 single user F T-0" T-0" 0'-1 3/4" SC ST F1 HM PT a N 3 133 office FV T-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT ANY EXIT DOOR WITH A KEYED LOCK TO BE < a as 1s SIM � 134 office FV T-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT READILY DISTINGUISHABLE AS BEING LOCKED M 135a workroom F T-0" T-0" 0'-1 3/4" SC ST F1 HM PT OR PROVIDE A PANIC,PUSH-PAD,OR LEVER O O O ^+ 135b work room F T-0" T-0" 0'-1 3/4" SC ST F1 HM PT FINISH FLOOR F4 F5 F7 W 140a lobby FG T-0" T-0" 0'-1 3/4" AUGL ST S-1 F7 AL FF o THAT DEACTIVATES LOCK IN A SINGLE MOTION. 140b reception G 2'-10" 4'-4" 0'-01/2" MFR FF MFR FF - SMALL THUMB LOCKS NOT ALLOWED. 140c reception G 2'-10" 4'-4" 0'-0 1/2" MFR FF MFR FF 141 office FV 3'-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT ANY DOOR OTHER THAN MAIN EXIT DOOR TO 142 office FV T-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT HAVE DOOR HARDWARE THAT UNLOCKS LOCK GATE LEGEND AS SCHEDULED GENERAL DOOR NOTES: 143 conference FV T-0" T-0" 0'-13/4" SC ST S-1 F1 HM PT IN A SINGLE MOTION. A. SEE PROJECT SPECIFICATIONS FOR DOOR SPECIFICATIONS 145 i.t. F T-0" T-0" 0'-1 3/4" SC ST - F1 HM PT PROVIDE SIGN ON MAIN EXIT DOOR,"THIS AS SCHEDULED B. INTERIOR HM FRAMES TO BE 146a culinaryclassroom FV T-0" 7'-0" 0'-1 3/4" SC ST S-1 F1 HM PT PAINTED PS(SEE FINISH revision: DOOR TO REMAIN UNLOCKED WHEN BUILDING SCHEDULE) 146c culinary classroom 01 8'-0" 8'-0" 0'-2" MFR FF M MFR C. EXTERIOR HM FRAMES TO BE no. desc. date S OCCUPIED." w PAINTED M-1(SEE EXTERIOR 147a office FV T-0" 7'-0" 0'-1 3/4" SC ST S-1 F1 HM PT w MATERIALS SCHEDULE) 147b office FV T-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT w �i 147c office G 2'-10" 4'-4" 0'-01/2" MFR FF MFR N a 148 single user F T-0" T-0" 0'-1 3/4" SC ST F1 HM PT a 150 culinary F T-6" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT 150b culinary G 2'-10" 4'-4" 0'-0 1/2" MFR FF MFR - - - FINISH FLOOR s1 S2 153a scullery F T-0" T-0" 0'-1 3/4" SC ST F1 HM PT 155a kitchen FV T-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT 155b kitchen R 8'-0" T-2" 0'-2" MFR FF MFR project: 231106 155c kitchen R 8'-0" T-2" 0'-2" MFR FF MFR date: 02.11.25 155d kitchen FV T-8" T-0" 0'-1 3/4" HM PT I-T F1-B HM PT DOOR LEGEND NOTE:SEE WINDOW AND FRAME TYPES FOR STOREFRONT FRAME SIZES AND OPENINGS AS SCHEDULED 217a storage F T-0" T-0" 0'-1 3/4" SC ST F1 HM PT AS SCHEDULED AS SCHEDULED mom 217b storage H 4'-4- 4'-4" 0'-1 3/4" HM PT F1 HM PT KITCHEN AS SCHEDULED 218 storage F T-0" T-0" 0'-1 3/4" SC ST F1 HM PT AS SCHEDULED AS SCHEDULED AS SCHEDULED AS SCHEDULED 11� AS SCHEDULED 9 7 8 11 1 5 1 219a ninth grade FV T-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT s^s^ 6 s^ s" 6, a8.17 a8.17 a8.17 a8.t7 a8.17 a8.17 a8.17 permit set KITCHEN 219b ninth grade FV T - "" 8'-0" 0'-2" MFR FF - MFR - W 220a ninth rude FV 3'-0" 7'-0" 0'-1 3/4" SC ST S-1 F1 HM PT ❑ w 220b ninth grade 02 10'-0" 8'-0" 0'-2" MFR FF MFR w �� 16 0 15 ❑ s tq 13 ❑ w 221 a tenth grade FV T-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT Lu w w Lu w = as 17 aE.17 w a8.17 ❑ ❑ ❑ ❑ ❑ ❑ a8.17 a8.17 O ul o 221b tenth grade 02 10'-0" 8'-0" 0'-2" MFR FF MFR Lu w w w w tz N s door + 222a tenth grade FV 3'-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT =i = =i =i L= N a aa.n y fn w w m m ¢ a8.17 222b tenth grade 02 10'-0" 8'-0" 0'-2" MFR FF MFR a a < a a KITCHEN KITCHEN a window 223a eleventh grade FV T-0" T-0" 0'-1 314" SC ST S-1 F1 HM PT 223b eleventh grade 02 10'-0" 8'-0" 0'-2" MFR FF - MFR 41schedule 224a tenth grade FV 3'-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT FINISH FLOOR FG2 FG OF F2 p1 02 OG OH OR 224b tenth grade 02 10'-0" 8'-0" 0'-2" MFR FF - MFR - - - O HIGH LIFT HIGH LIFT,8 CITY APPROVED PLANS a 9■ 11 225a eleventh grade FV T-0" T-0" 0'-1 3/4" SC ST S-1 F1 HM PT "UST BE ON)BS g a8.17 PIANS MUST BE ON 100 SITE 225b eleventh grade 02 10'-0" 8'-0" 0'-2" MFR FF - MFR FOR ALL INSPECTIONS Page 34 of 180 1 2 3 4 5 V1 0 N SITE PLAN U V7 N oill0 cam') M U 3� N � � Y N a= cq FOR —� >U- m r � 0 ELEVATE ACADEMY z = x � N TWIN FALLS, ID CANADA BASIS OF BEARING V z z N Y w THE BEARING ALONG THE LONGITUDINAL CENTERLINE OF SECTION 28, Z w W OO BOUNDARY /_.. BETWEEN THE MONUMENTS SHOWN HEREON IS THE BASIS FOR ALL OTHER Z ❑ p BEARINGS LISTED ON THIS SURVEY.THIS BEARING RELATES TO THE IDAHO N m Z STATE PLANE COORDINATE SYSTEM(CENTRAL ZONE 1102)US SURVEY FEET LL m N N BONNE R AND USES A COMBINED SCALE FACTOR OF 1.0002178201 FOR A GRID TO Q =ug z GROUND CONVERSION,REFERENCE FRAME NAD_83(2011),EPOCH 2O10.0000. LL ¢3¢ Z THE SYSTEM ORIENTATION IS BASED ON GRID NORTH ALONG THE CENTRAL Q Q ZONE CENTRAL MERIDIAN.NO CONVERGENCE ANGLE HAS BEEN APPLIED. o Z KOOTENAI 2 CONTROL POINTS j CP#1 O ELEV:3901.18' z QN:311869.8130' < o --BENEWAH E:1510493.2380' ❑ p SHOSHONE Z FOUND:REBAR ILL!a a O CP#2 ATAH PHEASANT RD P etcE ELEV:3894.18' CLEARWATER N:312680.6890' E:1514100.0470' NEZ PERCE FOUND:REBAR WITH CAP N p N F r2 F o 'LEWIS l V O CP#3 Z = z ELEV:3882.14' p Z o N: 312657.6890' z LI.I E: 1514724.6010' 3 Y FOUND: REBAR WITH CAP w ffto, z zIDAHO /I 3600 N SHILLS RD -VERTICAL CONTROL DATUM BASED ON NAVD88Qw 11J � O O o cn �S5\OHAL Ep�i LEMHI ADAMS / vC/ f E N Z j 21097 VALLEY W 4/21/2025 Al WASHINGTON _ ✓GS!N TF S m' h 75 CLARK CUSTER FREMONT ` ` PAYETTE 21 V GEM BOISE 52 BUTTE MADISON - CANYON 33 JEFFERSON TETON BLAINE d Z ADA ELMORE CAMAS y, BONNEVILLE V O 2 ^y 20 BINGHAM Z VICINITY MAP a w GOODING2fi LINCOLN - [/I LL O ~ CARIBOU I( O OWYHEE JEROME MINIDOKA ,0 POWER W SHEET INDEX '`,!� 1' ' Q BANNOCK - 0n I PAGE# SHEET# SHEET TITLE E �s r BEAR LAKE 1 C.1.0 C.1.0_COVER , = TWIN FALLS C CASSIA ONEIDA"�',�FRANKLIN 2 C.1.1 GENERAL NOTES - LU 3 C.1.3 LEGEND Q 4 C.2.0 EXISTING CONDITIONS&DEMO _ a g � NEVADA UTAH � J 5 C.3.0 SITE PLAN O STATE MAP 6 C.3.1 SITE PLAN DETAILS a a U U. 7 C.4.0 GRADING PLAN f= W ? C) 8 C.5.0 DRAINAGE&UTILITIES S HILLS RD 9 C.5.1 DRAINAGE&UTILITIES DETAILS M ; U 12 C.6.0 EROSION CONTROL - W SEE PUBLIC 13 L.1.0 SITE LANDSCAPE PLAN LU 14 L.2.0 LANDSCAPE DETAILS ENGINEER: W INFRASTRUCTURE 15 L.3.0 IRRIGATION PERFORMANCE SPECIFICATIONS H g4RRNER PARKWAY.,Suite 205 PROJECT SITE Idaho Falls,ID 83402 • R PERMIT CONTACT: CT:JU TI 1 CONTACT:JUSTIN SCOTT,PE E-2025-001 UTILITIES: POWER-IDAHO POWER GAS-INTERMOUNTAIN GAS COMPANY Know what's below. SEWER-CITY OF TWIN FALLS WATER-CITY OF Call before you dig. TELEPHONE-OW,WT FALLS APPLICANT: ERSTAD ARCHITECTS REV DATE By DESCRIPTION 310 NORTH 5TH STREET Al (2 8)331 900183702 —.1 N- IsTOW-011-S-ROSS11 Horrocks . OWNER: CITV�UST BE OD OB SITNS ELEVATE ACADEMY PLANS MUST BE ON LOB SITE 1207 S KIMBALLAVE SEE PUBLIC INFRASTRUCTURE FOR ALL INSPEnONi ■ ■ CALDWELL,IDAHO 83605 (208)504-0130 PERMIT E-2025-007 PAGE 1 H:\12024\id-10484-24e1evaleacanemy(tf)-harnsoasile\pmjecl data=CAD\2.03 sheet files\consbuclion dm,mgs\site plan\C.1.0_COVER.dwg-COVER-4/21/2025 08:59am,Nick.CroR age 3b O 1 2 3 4 5 y GENERAL NOTES UTILITY NOTES UTILITY NOTES GRADING&DRAINAGE NOTES UTILITY CONTACTS NN ./ 2POWER 1. HORROCKS ENGINEERS HAS PREPARED GRADING PLANS AND SIZED DRAINAGE FACILITY SHOWN ON THIS W j 1. ALL CONSTRUCTION SHALL COMPLY WITH THE STANDARD DRAWINGS AND SPECIFICATIONS OF THE PLAN TO CONTAIN THE RUNOFF AS REQUIRED BY THE JURISDICTIONAL ENTITY.SEE PROJECT WATER$SEWER to NN E GOVERNING JURISDICTIONAL ENTITY(IES)FOR THIS PROJECT,UNLESS OTHERWISE NOTED.SEE PROJECT 1. ALL UNUSED WATER LINES SHALL BE COMPLETELY REMOVED. 1. CONTRACTOR TO FOLLOW ALL DIG LINE PROTOCOLS. SPECIFICATIONS AND STANDARDS SECTION ON THIS SHEET FOR MORE INFORMATION. T 0 SPECIFICATIONS AND STANDARDS SECTION ON THIS SHEET FOR MORE INFORMATION. CITY OF TWIN FALLS l0 M N U 3 W N V) 2. WATER METER SETTER BOXES MAY BE RE-USED OR SALVAGED. 2. ALL POWER CONNECTIONS AND DESIGN SHALL BE PERFORMED BY THE LOCAL ENERGY SERVICES.SEE 203 MAIN AVENUE EAST {� 2. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ACOPY OF THE APPROVED AND STAMPED UTILITY CONTACTS SECTION ON THIS SHEET FOR MORE INFORMATION. 2. IT IS THE PROPERTY OWNERS RESPONSIBILITY(DEVELOPER,HOMEOWNER,HOMEOWNERS ASSOC.ETC.) TWIN FALLS,ID 83301 O CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED UTILITIES TO COMPLETE AND MAINTAIN THE FINAL GRADING ON THEIR PROPERTY IN ACCORDANCE WITH THE 208 735-7250 N- N U 3. EXISTING WATER LATERALS MAY BE ABANDONED IN PLACE UNLESS SPECIFICALLY FORBIDDEN BY ( ) _ N y a O ANDANV OTHER UTILITIES ENCOUNTERED.THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE JURISDICTIONAL ENTITY. 3. ANY WORK BEING PERFORMED AT THE REQUEST OF THE LOCAL ENERGY SERVICES SHALL BE PERFORMED DRAINAGECONCEPT IDENTIFIED IN THE GRADING AND DRAINAGE PLAN AND GNICALENGINEER'S FI rQ DESIGN ENGINEER. TO THE REQUIREMENTS AND SPECIFICATIONS OF SAID ENERGY SERVICE. RECOMMENDATIONS.THE PROPERTY OWNER IS RESPONSIBLE,IN PERPETUITY,Y,FOR FOR INSPECTING AND >LL L 4. PROPOSED WATER LATERALS SHALL BE ALL NEW PIPE OF THE MATERIAL TYPE SHOWN ON PLANS AND/OR MAINTAINING PROPER DRAINAGE DURING CONSTRUCTION AND WHEN REGRADING OR MAKING Fy C) 3. THE CONTRACTOR(S)SHALL REMOVE ALL OBSTRUCTIONS,BOTH ABOVE AND BELOW GROUND,AS REQUIRED BY THE JURISDICTIONAL ENTITY. d. ANY ELECTRICAL DESIGN WORK REQUIRED SHALL BE PERFORMED BY A LICENSED ELECTRICAL ENGINEER MODIFICATIONS TO DRAINAGE FACILITIES THAT AFFECTS THEIR PROPERTY. s N REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.THIS SHALL INCLUDE CLEARING �j UNLESS OTHERWISE CONVENED AS NOT REQUIRED BY THE LOCAL ENERGY SERVICES. AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES,STUMPS,BRUSH, 5. WATER VALVES MAY BE RE-USED AS APPROVED BY THE JURISDICTIONAL ENTITY. 3. ALL IMPORTED STRUCTURAL FILL,IF REQUIRED,SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER POWER C UNDERGROWTH,HEDGES,HEAVY GROWTH OF GRASS OR WEEDS,FENCES,STRUCTURES,DEBRIS, S. ACCESS TO EXISTING ELECTRICAL EQUIPMENT MUST BE MAINTAINED THROUGHOUT THE PROJECT. PRIOR TO DELIVERY TO THE SITE. !n RUBBISH,AND SUCH MATERIAL WHICH IN THE OPINION OF THE ENGINEER,IS UNSUITABLE FOR THE 6. FIRE HYDRANTS MAY BE RE-USED AS APPROVED BY THE JURISDICTIONAL ENTITY. IDAHO POWER z FOUNDATION OF PAVEMENTS.ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSED 6. CONTACT LOCAL ENERGY SERVICES FOR ANY REQUIRED CHANGES OR CONFLICTS WITH EXISTING 4. THE GRADING AND DRAINAGE PLANS DO NOT IDENTIFY THE CONSTRUCTION METHODS,EQUIPMENT, 199 BLUE LAKES BLVD S A OF OFF SITE. 7. RAISE ALL UTILITIES,SUCH AS MANHOLES,METER SETTERS,FIRE HYDRANTS,WATER VALVE LIDS,ETC.TO ELECTRICAL INFRASTRUCTURE. PROCEDURES,AND OR SEQUENCING TO BE EMPLOYED BY THE CONTRACTOR.ALL GRADING OPERATIONS TWIN FALLS,ID 83301 x N ROADWAY OR PROJECT FINISHED GRADE AS MAY BE APPLICABLE. INCLUDING BUT NOT LIMITED TO SITE PREPARATION,SCARIFICATION,EXCAVATION,OVER-EXCAVATION, (208)388-2323 4. OWNER/DEVELOPER/CONTRACTOR IS REQUIRED TO CALL LOCAL UNDERGROUND UTILITY LOCATING ]. CHANGES MADE TO EXISTING INFRASTRUCTURE WILL BE DONE TO THE LOCAL ENERGY SERVICES PLACEMENT,OF FILLS,AND COMPACTION OF FILLS,SHALL BE PERFORMED BY THE CONTRACTOR IN CONTACT NAME SERVICES INA SUFFICIENT AMOUNT OF TIME SO AS TO PROPERLY DETERMINE THE LOCATION OF ALL 8. ALL BACKFLOW ASSEMBLY INSTALLATION AND TESTING SHALL COMPLY WITH THE BACKFLOW STANDARDS AND COMPLETED BY A PRE-QUALIFIED CONTRACTOR OR ENERGY SERVICES. CONFORMANCE WITH THE GEOTECHNICAL REPORT DESCRIBED IN THE PROJECT SPECIFICATIONS AND N UNDERGROUND UTILITIES AND TO AVOID DELAYS TO THE CONSTRUCTION SCHEDULE. REQUIREMENTS OF THE JURISDICTIONAL ENTITY. STANDARDS SECTION ON THIS SHEET AND ONSITE FIELD OBSERVATIONS AS REQUIRED BY THE J GEOTECHNICAL FIRM. r Q 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL RECOMMENDATIONS WITHIN THE 9. 12 GAUGE COPPER LOCATE WIRE SHALL BE TAPED TO ALL WATER LINES FOR LOCATION PURPOSES.THE O Z U PROJECT GEOTECHNICAL REPORT.SEE PROJECT SPECIFICATIONS AND STANDARDS SECTION ON THIS WIRE SHALL BE BROUGHT UP AT EACH VALVE BOX AND HYDRANT. 5. IT IS THE CONTRACTORS RESPONSIBILITYTO NOTIFY HORROCKS ENGINEERS IMMEDIATELY IF THERE ARE W F NO SHEET FOR MORE INFORMATION. A CONFLICTS BETWEEN THE REQUIREMENTS OF THE GRADING AND DRAINAGE PLANS AND THE NATURAL GAS 10. ALL REMOVED EXISTING WATER UTILITIES SHALL EITHER BE SALVAGED OR PROPERLY DISPOSED OF REQUIREMENTS OF THE GEOTECHNICAL REPORT OR GEOTECHNICAL FIELD OBSERVATIONS. INTERMOUNTAIN GAS COMPANY O= f 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AND BETWEEN TRADES. ACCORDING TO GOVERNING REGULATIONS. 451 AL AN DR 0_w O SUB-CONTRACTORS ARE ALSO RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND DISCIPLINES 6. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA ly W 2 JEROME,ID 83338 N m INCLUDED IN THE CONTRACT DOCUMENTS.E ANY DISCREPANCIES ARE FOUND,THE GENERAL UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONAL. Q. D N (208)737-6300 m� CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE COMMENCEMENT R WORK.NO OR SEWER Q N Z COSTS TO NTTHE PROJECT WILL BE INCURRED DUE M FAILURE OF GENERAL CONTRACTOR AND/OR 7. ALL EXCAVATION,GRADING,AND FILL OPERATIONS WITHIN THE BUILDING AREA SHOULD A OBSERVED BY SUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS AND COORDINATE WITH OTHER TRADES. THE GEOTECHNICAL ENGINEER TO VERIFY SUBSOIL CONDITIONS AND DETERMINE ADEQUACY OF SITE m�3 1. ALL NEW SEWER SYSTEMS WILL BE MANDREL AND AIR TESTED. PREPARATION,SUITABILITY OF FILL MATERIALS AND COMPLIANCE WITH COMPACTION REQUIREMENTS. LL Q ]. ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND Q LOCAL CITY STANDARDS. 2. SEWER LENGTHS AND SLOPES ON THE PROFILE VIEWS ARE MEASURED FROM CENTER-CENTER OF B. THE CONTRACTOR SHALL PROVIDE SUITABLE METHODS 8 EQUIPMENT TO CONTROL OUST AND AIR TELEPHONE MANHOLES. POLLUTION CAUSED BY CONSTRUCTION OPERATIONS,THE CONTRACTOR SHALL ALSO PROVIDE SUITABLE 8. THE CONTRACTOR MUST OBTAIN A PERMIT FROM THE BUILDING DEPARTMENT FOR ANY WALLS GREATER MUD AND DIRT CONTAINMENT TO MAINTAIN THE WORK SITE.ACCESS ROADWAYS AND ADJACENT OWEST THAN 4'IN HEIGHT CONSTRUCTED WITHIN THE PROJECT.ALL ROCK WALLS CONSTRUCTED WITHIN THE 3. ALL REMOVED EXISTING SEWER UTILITIES SHALL EITHER BE SALVAGED OR PROPERLY DISPOSED OF PROPERTIES IN A CLEAN CONDITION. 121 3RD AVE E PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED STRUCTURAL ENGINEER PRIOR TO THE ACCORDING TO GOVERNING REGULATIONS. TWIN FALLS,IDAHO 83301 CIT1"S FINAL ACCEPTANCE. 9. ALL EXCAVATION AND GRADING SHALL BE IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE (208)733-0297 4. ALL ABANDONED OR UNUSED SEWER MANHOLES SHALL BE COMPLETELY REMOVED AND REPLACED WITH JURISDICTIONAL ENTITY,UNIFORM BUILDING CODES,AND THE GEOTECHNICAL INVESTIGATION STUDY. N w SUITABLE BACKFILL MATERIAL THAT MEETS PROJECT SPECIFICATIONS. Z N i 10. THE GEOTECHNICAL ENGINEER SHALL PROVIDE A FINAL GRADING REPORT TO CONFIRM WORK HAS BEEN 0 W 5. SEWER MANHOLES MAY BE RE-USED IF APPROVED BY THE JURISDICTIONAL ENTITY. PERFORMED IN CONFORMANCE WITH THEIR RECOMMENDATIONS. N Q j❑ o 6. SEWER MAINS ABANDONED IN PLACE SHALL BE CUT AT EACH END,AND SHALL EITHER BE PLUGGED OR 11. PRIOR TO CONSTRUCTION,AN EROSION AND SEDIMENT CONTROL PLAN WILL BE SUBMITTED TO THE PUBLIC a a w CAPPED WITH A PLASTIC OR CONCRETE CAP. WORKS DIRECTOR FOR APPROVAL. 7. SEWER LATERALS TO BE REMOVED SHALL BE CUT AT THE MAIN AND CAPPED ON BOTH ENDS AS INDICATED IN NOTE 8 ABOVE. K IRRIGATION � N o U O 1. ALL IRRIGATION MATERIALS,SPECIFICATIONS AND INSTALLATIONS SHALL COMPLY WITH THE z ` Z REQUIREMENTS OF THE JURISDICTIONAL ENTITY. 0 O O ti 3 W W Z Z Y W C7 OEL O O U d W Cn �S5\OHAL Eye of uCENSEp �y1„ j 21097 W 4/2I/2025 ✓4rE OF sl/N T.S�0 c C W cn p w a o ENGINEER'S NOTICE TO CONTRACTOR z PROJECT SPECIFICATIONS AND STANDARDS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES Q Q J OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A LL Q 1. CITYOFTWIN FALLS ENGINEERING DEPARTMENT STANDARD DRAWINGS AND SPECIFICATIONS(2020). SEARCH OF THE AVAILABLE RECORDS.TO THE BEST OF OUR Z �/ 2. IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC,2020). KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN Lu W 3. ATLAS GEOTECHNICAL REPORT T241598G DATED OCT 14,2024. ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS.THE r NOTE: CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES Z CONTRACTORSHALL MAINTAIN A CURRENT COPY OF ALL PROJECT SPECIFICATION AND STANDARDS AT THE TO PROTECT THE UTILITY LINES SHOWN,AND ALL OTHER LINES NOT OF ui JOBSITE DURING CONSTRUCTION. RECORD OR NOT SHOWN ON THESE DRAWING BY VERIFICATION OF \ f Il THEIR LOCATION IN THE FIELD PRIOR TO THE START OF / lJ CONSTRUCTION ACTIVITIES. Lu SEEPUBLIC LEGAL NOTICE TO CONTRACTOR J INFRASTRUCTURE USE THE INFORMATION CONTAINED W THIS INSTRUMENT FOR OTHERR THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE PERMIT TO HORROCKS ENGINEER AND HORROCKSENGINEERS SHALL HAVE O NO LIABILITY TO ANY USE OF THIS INFORMATION ION WITHOUT THEIR WRITTEN CONSENT. E-2025-001 D Laage36 CITY APPROVED PLANS ■SEE PUBLIC INFRASTRUCTURE ANS�PANS MUST RE ON LOB SITEPERMIT E-2025-001 FORALLINSPEMONS2 H:\12024\id-10484-24elevateacademy(tt)-harnsoesile\projecl data=CAD\2.03 sheet fles\conslruchon dm,mgs\site plan\C.1.1GENERAL NOTES.Ewg-GENERAL NOTES-4/21/202509:00am,Nick.Coft 1 2 3 4 5 r/� y N V1 0 SEWER POWER SITE PLAN HATCH PATTERNS STANDARD SYMBOLS ABBREVIATIONS* aI a; EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED A ALGEBRAIC GRADE CHANGE to o E BUILDING/PAD AB AGGREGATE BASE ). O C COURSE •• UNKNOWN ss ss B B OVERHEAD o"a o"B (�e�` AC ASPHALTIC CEMENT OR CONCRETE N M N U / ELECTRICAL MANHOLE O BC BUILDING CORNER =i � Vj a••— a••— 41NCH ass ass s• mi UNDERGROUND - UNDERGROUND eEL CONCRETE SIDEWALK/FLATWORK J BCR BACK OF CURB RETURN O N N U BFE BASE FLOOD ELEVATION .y a N O --a..---a..-- 6INCH ass ass N/A 21NCH zeEL zeEL (fQ) FIBER OPTIC MANHOLE FO BFF BASEMENT FINISH FLOORBRICK I = LO BINCH s ss ass N/A 31NCH s aeL s eeL FDLATWORKECORAT /ELANDSCR AR EAS EAS/ J SIM BUILDING ly j IN m L io••— io••— 101NCH ss tD ss N/A 41NCH 4 aeL a BeL __ ( t ) TELEPHONE MANHOLE BM BENCHMARK 'W/1 I"I S T BP BEGIN POINT ,o O N O BV B BEGIN VERTICAL C @ — iz•• iz•• 121NCH ,z ss +z ss N/A 6INCH a eeL a aeL ___ __ __= POOL DECK �� BVC BEGIN VERTICAL CURVE ass �q ss 141NCH +q ss to ss N/A BINCH x seL a seL /1 BVCE BEGIN VERTICAL CURVE ELEVATION F.� ❑ (tV) CABLE TV MANHOLE O ERTICALPROFILE BVCS BVP BEGIN BEGIN VERTICAL CURVE STATION 1S INCH N/A 101NCH ,(j !n ,s ss is ss XERISCAPE / V A �— 1E INCH ,ass +ass —ntro n-iro aero 1PHA1/0 —nitro Be ntro A-tro `aP' ELECTRICAL POWER POLE C&G CURB&GUTTER BVW B OM OF LE WALL N P 181NCH +s ss +e ss A-qro—n-ao—na,o- 1 PHA. —Hilo—Hero—Hero LANDSCAPE REAS/GRASS li SIGNAL POLE O CB CATCH BASIN za••— za••— 241NCH xq ss xq ss e-,ro a,ro 1 PHB1/0 atro atp CL CENTERLINE HEAVY DUTY PAVEMENT SECTION @ J ELECTRICAL BOX CO CLEANOUT N W -- ••--- ••— 301NCH ao ss ao ss eao e.ao eao— 1PH 64/0 —e<io eero eero ifOi FIBER OPTIC BOX FQ CONIC CONCRETE ZWN --oa••---oa••-- 361NCH sass sass cvo cvo 1PHC 1/0 tiro o+ro LIGHT DUTY PAVEMENT SECTION [jb] JUNCTION BOX J® C.V. CUBIC YRD WF­ — —� SERVICE LATERAL ass— taro taro— 1PH C4/0 —taro taro ifb'i TELEPHONE BOX O CIA DIAMETER O_ F DWG DRAWING Z ❑ O aeuro nac<io 3 PH ABC 410 aawro necao ADA ACCESS RAMP TRUNCATED DOMES [f; TELEPHONE PEDESTAL ❑T E EAST OR EASTING ,LU 2 nacrso 3PH ABC]SOA newao �fV] CABLE TV O BOX EA EACH mON EG EXISTING GRADE/GROUND N V1 U STORM sec sL ^- LIGHT POLE EL EV ELEVATION -QQ Z sec SECONDARY sec sec RIPRAP - �- < =W _ EOC EDGE OF CONCRETE H 3 —LPL sL STREET LIGHT sL s �_;�--(^__) LIGHT POLE OPT 2 o-O EOP EDGE OF PAVEMENT LL 4 EXISTING PROPOSED GRAVEL LIGHT POLE OPT EP ENDPOINT Q ESMT EASEMENT p —sa---sa— UNKNOWN so sD ® ELECTRICALTRANSFORMERBOX ® EVC END VERTICAL CURVE EVCE END VERTICAL CURVE ELEVATION 41NCH 1—q sD GAS EVCS END VERTICAL CURVE STATION EVP END VERTICAL PROFILE a — a 6INCH a BD a BD EXISTING CONDITIONS&DEMO HATCH PATTERNS (9) GAS MANHOLE © Ex EXISTING -a•a---a•a— amcH esD esD EXISTING PROPOSED ,9l FE FLANGE END UNKNOWN GAS METER © FF FINISHED FLOOR O Z 101NCH +o so to•sD - B —B---B - s c ASPHALT DEMO HATCH \COz� CLEANOUT CO FG FINISHED GRADE FJ FLANGE JOINT u)Q 121NCH ,x so tz so N/A 1 INCH t D t o ��1) FL FLOW LINE j❑ — is•a---is•a— 151NCH ,s so +s so s s 21NCH zc zc CONCRETE DEMO HATCH S SEWER MANHOLE O FM FORCE MAIN w a FPS FEET PER SECOND 161NCH ta^sD to so 3 a 3 B 31NCH N/A xk FT FOOT FUTURE FEET --�e•a---�e•a— 181NCH ts^sD to so —ag--- a— qc qc IR GUT GAS LNE 41NCH BUILDING DEMO HATCH \ IF J IRRIGATION MANHOLE --za•e---za•e— 241NCH zq sD zq so s s 6INCH —G—G— GB GRADE BREAK LIr.' IRRIGATION BOX ® GFF GARAGE FINISHED FLOOR 0 0 1 CURB AND GUTTER DEMO GV GATE VALVE M NO HYDRAULIC GRADE LINE o 301NCH so^sD ao•sD s B BINCH ec ec (��) WATER MANHOLE W N U N 381NCH sa so sa so iz s �rz y 121NCH +z c +z c LANDSCAPE DEMO �WJ O HHP RZ HIORIZONTAL G_ ~ Z az m— az m— 421NCH qz so az so —Pe---Ps— HIGH PRESSURE RPc asc WATER METER © HWM HIGH WATER MARK O o O -os sa---ae sa— 49 INCH ID qs so ae so - — wN, INSIDE DIAMETER Z 1 WATER METER OPT O IN NCH(ES) B -sa.e---sa,e— 541NCH 5a so 5a so �� IRR IRRIGATION(PRESSURIZED)/NON-POTABLE 3 ❑ 601NCH so so src so MISCELLANEOUS L LENGTH ❑ Z Z L' W CONSTRUCTION KEYNOTE TAGS 'BO` BLOWAFF ®0 w ❑ as•a---aa•a— NEAR FEE 65 INCH ss so es so FIRE HYDRANT r K VERTICAL CURVE COEFFICIENT QQ W --n.a---n.a-- ]21NCH n so rz so EXISTING PROPOSED PO OR PO PROTECT IN PLACE �_� LP LLF IOW POINTY Q W K 2 LAND DRAIN rx^sD n so DEMO - - - - - - - - - DO OR ®0 DEMO PLR FIRE HYDRANT OPT2 VS LANDSCAPE ❑ O O U 0. �\YO ,(� LT LEFT W YQ LVC LENGTH OF VERTICAL CURVE y —cap———cc•— UNKNOWN PIPE -,�,i MAX MAXIMUM S�O14ALF G7 OR G1 GRADING PLR = GATE VALVE >< ME MATCH EXISTING �J (yS NCB JOINT UTILITY TRENCH our ' ' GATE VALVE OPT 2 ® MFR MANUFACTURER TOE OF SLOPE 07 OR 30 SITE PLR T' MGD MILLION GALLONS PER DAY W QQ A WATER --Boa-----�oa-- --Toe---roe-- �' CROSS MH MANHOLE -ioc---pop---ioc- TOP OF SLOPE iov —Top —Top l MID MIDDLE ' Zf097 EXISTING PROPOSED — _ _ _ — Lu 97 OR WATER MIN MINIMUM 2/11/2025 DIRECTIONAL ONALFLOWLINE �.,.�.,,�,,, TEE N MECHANICAL JOINT y 90°BEND N NORTH OR NORTHING,FRICTION FACTOR Lf '4 EDGE OF PAVEMENT 96 OR 65 SEWER ✓G TEOf\0 - - UNKNOWN w w N/A NOT APPLICABLE f Q --a/a".---.r/q-w-- 3141NCH y4•w aqw ----------- GUARDRAIL B6 OR 80 STORM DRAIN 45°BEND NTS NOT TO SCALE /N T,S� -w --�W— 11NCH tw tw RAILROADTRACKS - - 22.5°BEND L OC ON CENTER +ow)— -MAJOR I� I/�� OD OUTSIDE DIAMETER CONTOUR OVH OVERALL HIGH POINT 1-1/2 INCH t-uzw t-tnw asae 67 OR ® IRRIGATION WYE 11.25°BEND w OVLP OVERALL OW POINT v —zw---r.— 21NCH rw rw ----- ----- CONTOUR MINOR goes 97 OR 93 ABLE TV REDUCER '� PC POINT OF CURVE '� PCC POINT OF COMPOUND CURVE .r.---a.— 31NCH s w s w CAPBPLUG PH PHASE OR 96 TELEPHONE PI POINTOF INTERSECTION a q w 41NCH 4 w 4 w PL PROPERTYLINE 6INCH sw sw OR GAS STORM DRAIN MANHOLE ��,, / 1 O PRC POINT OF REVERSE CURVE a.---aw— SURFACE FEATURES aT�-F 99 \�d�) SD PT POINT OF TANGENCY --e w---e w-- BINCH aw aw PUE PUBLIC UTILITY EASEMENT 00 OR 00 POWER ® AREA DRAIN ROUND ® PVI POINT OF VERTICAL INTERSECTION 10 INCH ,o w ,o w EXISTING/PROPOSED --�r.---izw— 121NCH ,zw ,zw A AREA DRAIN SQUARE ® O RADIUS FLOW CUT LINE OR O MISCELLANEOUS m RER RADIUS --1a.---iqw-- 141NCH taw ww cuTcur—cui— DROP INLET RTV RI HT -----FILL--- FILL LINE ® CURB INLET ® RAY RIGHT OF WAY --ia.---ia-w— 161NCH +a w +a w S SLOPE Lao Lao LIMITS OF DISTURBANCE CURB INLET OPT 2 ® SD STORM DRAIN ie r ie'w 1S INCH ,s w ,s w DITCH DETAIL REFERENCE CURB INLET OPT 3 E� ❑ SDMH STORM DRAIN MANHOLE --za-w---za-.-- 241NCH asw asw SEC SECTION B ----cB-----cB-----oB-- GRADE BREAK SF SQUARE FOOT/FOOTAGE C 361NCH 301NCH w w ®® CURB DOUBLE INLET ®® S/L STREETLIGHT 5 —row —�w Mxu HIGH WATER MARK LINE? SPEC SPECIFICATIONS as waa w w HIGH WATER MARK-1 YEAR EVENT A CURB DOUBLE INLET OPT SS SANITARY SEWER 481NCH qe w qe w —MVN t SCALE:NONE ESE SSMH SANITARY SEWER MANHOLE W WINCH--aow---so.-- sow ao^w —"wm 5ra R HIGH WATER EVENT STA STATION n n 121NCH rx^w rx^w —Ou�N tottt HIGH WATER MARK-11)YEAR EVENT — COMBO BOX STD STANDARD Q HIGH WATER MARK-25 YEAR EVENT SHEET C.#.# Imo- --� SVE SIGHT VISIBILITY EASEMENT --w-- SERVICE LATERAL w "'"" xar6 (REFERENCE LINE r,, —„„� SAv SIDEWALK OILNGREA TA TOP OF BACK O CURB 0 RwN som LT HIGH WATER MARK-50 YEAR EVENT i\..� SHEET C.#.# -' SAND/GREASE TBC TOP BACK OF CURB v Flwu +Dora HIGH WATER MARK-100 YEAR EVENT =—_=J TBDC TOP BACK OF DEPRESSED CURB J z � OILNYATER TB M TEMPORARY BENCH MARK ' J -1� I ®®® TC TOP OF CONCRETE Q LLI IRRIGATION FENCE-BARBED (TYPICAL SECTION DETAIL) �_`'_J SAND/GREASE OPT TEMP TEMPORARY UE Q � — TF TOP OF FOOTING W Z w EXISTING PROPOSED FENCE-CHAIN LINK TG TOP OF GRATE >> W U FLARED ENO PLR TWB TOP BACK OF WALL ` F- J r F FENCE-DECORATIVE ❑ TWF TOP FRONTIFACE OF WALL Q TWR TOP OF WALL-RETAINING r UNKNOWN iaa iaa FENCE-WOOD ® FLARED END PROFILE TW TOP OF WALL NP TYPICAL z 2 I--� ---� ,. NCH +iRR VIRR - WALL BLOCK FLARED END SECTION ® UT C UNTREATED BASE COURSE z „— NCH x RRx i88 WALL CONCRETE ® V VELOCITY ui 41NCH q�aa q�aa — — CALLOUTS WALL-PANEL VC VERTICAL CURVE J � SIGN � VRT VERTICAL 6INCH aiRB ei66 - - - - WALL ROCK FFE:2752.84 FINISHED FLOOR ELEVATION W/ WITH Lu BOLLARD ® WMH WATER MANHOLE W BINCH aiwt ei68 TBC:2752.85 TOP BACK CURB SPOT ELEVATION BH BH WTR WATER 101NCH to lea tD lea srw RIGHT OF WAY ADDITIONAL SPOT ELEVATION CALLOUTS TO BE BOREHOLE *ALL ABBREVIATIONS MAY NOT BE USED 121NCH +z iaa +z iaa — CENTERLINE(ROAD/ENTITY) REFERENCED ON GRADING SHEET LEGEND 181NCH N/A CURB&GUTTER PARKING STALL COUNT TEST PIT 24-„— < 241NCH N/A PARCEL LINE O O 301NCH N/A — — PROPERTY BOUNDARY PIPE ABBREVIATIONS* TP TP 36 INCH N/A -——————————- EASEMENT AS NOTED RCB REINFORCED CONCRETE BOX CULVERT ae RCEA REINFORCED CONCRETE ELLIPTICAL ARCH PIPE + BENCHMARK SERVICE LATERAL i66 RE C REINFORCED CONCRETE ELLIPTICAL CULVERT RVEC REINFORCED CONCRETE VERTICAL ELLIPTICAL CULVERT IRRIGATION SLEEVE PAINT STRIPE-SOLID EGG REINFORCED CONCRETE EGG SHAPED CULVERT + SECTION CORNER D PAINT STRIPE DOUBLE SOLID PVC POLYVINYL CHLORIDE 1/ COMMUNICATIONS PAINT STRIPE-BROKEN RCP REINFORCED CONCRETE PIPE CONTROL POINT VCP VITRIFIED CLAY PIPE PAINT STRIPE-BIKE LANE INTERSECTION CIP CAST IRON PIPE EXISTING PROPOSED — — — — PAINT STRIPE-LRNE DROP HDPE HIGH DENSITY POLYETHYLENE 0 EX CONDITIONS CONTROL POINT 0 DIP DUCTILE IRON PIPE OVERHEAD CABLE TV cry cry - - - - - - PAINT STRIPE-LANE LINE EXTENSION CMP CORRUGATED METAL PIPE �� ADA PARKING STALL TRAFFIC SIGNAL-DETECTION CONDUIT CPP CORRUGATED POLYETHYLENE PIPE UNDERGROUND CABLE TV acry Bcry 0ET DeT POLY POLYETHYLENE rur rur TRAFFIC SIGNAL-FUTURE CONDUIT *ALL ABBREVIATIONS MAY NOT BE USED taro OVERHEAD FIBER OPTIC ro ro —LTD LT. TRAFFIC SIGNAL-LIGHTING CONDUIT CITY_'O, mmnmu_APPROVED PLANS ego —ego— UNDERGROUNG FIBER OPTIC aFo BFo PE. PE. TRAFFIC SIGNAL-PEDESTRIAN CONDUIT Psa PSR TRAFFIC SIGNAL-PUSH BUTTON CONDUIT NOTE PLANS MU. ED.—VTE PRELIMINARY �•i— �•'— OVERHEAD TELEPHONE — TEL avn ewn TRAFFIC SIGNAL-POWER SOURCE CONDUIT FOR ALL INSPECTIONS TRAFFIC SIGNAL-SIGNAL CONDUIT NOT ALL HATCHES,LINETYPES,AND SYMBOLS SHOWN ON THIS NOT FOR Col m2 UNDERGROUND TELEPHONE —ereL Bret Bret— B'� 51G SHEET ARE INCLUDED IN THIS PLAN SET. CONSTRUCTION PAGE 3 HA12024\10-10484-24 ElevateAwdemy(TF)-Harrison Site\Project Data\02CAD\2.03Sheet Files\Construction Drawings\IMPROVEMENTS\C.1.2_LEGEND.dwg-LEGEND- W111202503:10pm,tyler.melaader age 370t 1 2 3 4 5 rn y N V1 0 SEWER POWER SITE PLAN HATCH PATTERNS STANDARD SYMBOLS ABBREVIATIONS* aI a; EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED A ALGEBRAIC GRADE CHANGE to o E BUILDING/PAD AB AGGREGATE BASE ). O C COURSE •• UNKNOWN ss ss P P OVERHEAD o"P o"P (�e�` AC ASPHALTIC CEMENT OR CONCRETE N C�j N U / ELECTRICAL MANHOLE O BC BUILDING CORNER �=i Vj a••— a••— 41NCH ass 4 ss c• mi UNDERGROUND - UNDERGROUND eEL CONCRETE SIDEWALK/FLATWORK J BCR BACK OF CURB RETURN O N C] N U BFE BASE FLOOD ELEVATION .y a N O --s..---s..-- 6INCH sss sss N/A 21NCH SEL 2-1 (fQ) FIBER OPTIC MANHOLE FO BFF BASEMENT FINISH FLOORBRICK I = 8INCH s SS ass N/A 31NCH s BeL S eeL FDLATWORKECORAT /ELANDSCR AR EAS EAS/ J SIM BUILDING ly j IN Oo L io••— io••— 101NCH ,o tD ss N/A 41NCH 4 4 BeL seL __ ( t ) TELEPHONE MANHOLE BM BENCHMARK 'W/1 Iti S T BP BEGIN POINT ss O N O BV B BEGIN VERTICAL C @ — iz•• iz•• 121NCH ,z ss +z ss N/A 6INCH a eeL s aeL ___ __ __= POOL DECK �� BVC BEGIN VERTICAL CURVE ass �4 ss N/A 101NCH 141NCH +4 ss t4 ss N/A 8INCH x seL a seL /1 BVCE BEGIN VERTICAL CURVE ELEVATION ❑ (tV) CABLE N MANHOLE O ERTICALPROFILE BVCS BVP BEGIN BEGIN VERTICAL CURVE STATION 1S INCH ,s ,7q N ss is ss XERISCAPE / V A �— 1E INCH ,ass +sss —ntro n-iro aero 1PHA1/0 —nitro Be ntro A-tro `PPS ELECTRICAL POWER POLE C&G CURB&GUTTER BVW B OM OF LE WALL N P 181NCH +s ss +e ss A-qro—n-ao—na,o- 1 PHA. —Hilo—Hero—Hero LANDSCAPE REAS/GRASS li SIGNAL POLE O CB CATCH BASIN za••— za••— 241NCH x4 ss z4 ss e-,ro e-,ro 1 PHB1/0 atro atp CL CENTERLINE HEAVY DUTY PAVEMENT SECTION @ J ELECTRICAL BOX CO CLEANOUT N W -- ••--- ••— 301NCH ao ss ao ss eao e.ao eao— 1PH 64/0 —eelo eero eero if0i FIBER OPTIC BOX FQ CONIC CONCRETE PER ZWN --Ss••---Ss••-- 361NCH as ss Ss ss cvo cvo 1PHC 1/0 tiro o+ro LIGHT DUTY PAVEMENT SECTION [jb] JUNCTION BOX J® C.V. CUBIC YRD WFI­ — —� SERVICE LATERAL sss— taro taro— 1PH C4I0 —taro taro ifb'i TELEPHONE BOX O DIA DIAMETER O_ F DWG DRAWING Z ❑ O aeuro nac<io 3 PH ABC 410 aawro necao ADA ACCESS RAMP TRUNCATED DOMES [f; TELEPHONE PEDESTAL ❑T E EAST OR EASTING ,LU 2 nacrso 3PH ABC]SO N A —lee �fV] CABLE BOX O EA EACH 0,EG EXISTING GRADE/GROUND N N U STORM sED 51 °°°°°°°°° ,_^- LIGHT POLE EL EV ELEVATION -QQ Z sec SECONDARY sec sec RIPRAP - �- < =W _ EOC EDGE OF CONCRETE I- 3 SL—L s1 STREET LIGHT s1 s �_;�--(^__) LIGHT POLE OPT 2 o-O EOP EDGE OF PAVEMENT LL 4 EXISTING PROPOSED GRAVEL LIGHT POLE OPT EP ENDPOINT Q ESMT EASEMENT p —sa---sa— UNKNOWN so sD ® ELECTRICALTRANSFORMERBOX ® EVC END VERTICAL CURVE EVCE END VERTICAL CURVE ELEVATION 41NCH a et ISO GAS EVCS END VERTICAL CURVE STATION EVP END VERTICAL PROFILE - 6INCH B BD Is- EXISTING CONDITIONS&DEMO HATCH PATTERNS (9) GAS MANHOLE © Ex EXISTING _ ---B.a— 8INCH esD esD EXISTING PROPOSED a w ,9. FE FLANGE END UNKNOWN GAS METER © FF FINISHED FLOOR Z N 101NCH 11 so +osD - B —B---B - G c ASPHALT DEMO HATCH \COz� CLEANOUT CO FG FINISHED GRADE O p ¢z¢ 121NCH ,z so tz so N/A 1 INCH t G t G ��1) FL FLOWFLANG INEINT O O W — is•a---is•a— 151NCH ,s so +s so s s 21NCH zG zG CONCRETE DEMO HATCH `S SEWER MANHOLE O FM FORCE MAIN as w FPS FEET PER SECOND l7 161NCH ED +s so 3 a s B 31NCH N/A xk FT FOOT FUTURE FEET --�e•a---�e•a— 181NCH ts^sD to so —ag--- a— qG qc IR GUT GAS LNE 41NCH BUILDING DEMO HATCH \ IF J IRRIGATION MANHOLE --za•e---za•e— 241NCH z4sD z4sO s s 6INCH —S-G—S-G— GB GRADE BREAK Of L III IRRIGATION BOX ® GFF GARAGE FINISHED FLOOR 0 0 1 CURB AND GUTTER DEMO GV GATE VALVE M NO HYDRAULIC GRADE LINE o 301NCH so sD Soso s B 8INCH eG eG (��) WATER MANHOLE W N U N 361NCH ss so Ss so iz s �rz y 121NCH +z c +z c LANDSCAPE DEMO �WJ O HHP RZ HIIGH OINT Z ~ Z w az m— az m— 421NCH 4z so 42 so —Ps---Ps— HIGH PRESSURE RPG RPc WATER METER © HWM HIGH WATER MARK 17 o O -os sa---ae sa— 48INCH ID 4s so ae so - — wN, INSIDE DIAMETER Z / WATER METER OPT O IN NCH(ES) B -sa.e---sa,e— 541NCH 5a so 5a so IRR IRRIGATION(PRESSURIZED)/NON-POTABLE 3 ❑ 601NCH so so so so MISCELLANEOUS L LENGTH ❑ Z Z LU w CONSTRUCTION KEYNOTE TAGS 'BO` BLOWAFF ®0 w ❑ w ss•a---ss•a— 561NCH ss so es so NEAR FEE FIRE HYDRANT r K VERTICAL CURVE COEFFICIENT QQ W --n.a---n.a-- ]21NCH n so rz so EXISTING PROPOSED PO OR PO PROTECT IN PLACE �_� �-/ LP LLF IOW POINTY Q W K LU K LAND DRAIN rz^sD n so DEMO - - - - - - - - - DO OR ®0 DEMO PLR FIRE HYDRANT OPT VS LANDSCAPE ❑ O O U Q. �\YO ,(� LT LEFT W —ca•---cP•— UNKNOWN PIPE x 'yY0 LVC LENGTH OF VERTICAL CURVE y G7 OR G1 GRADING PLR �' GATE VALVE >< MAX MAXIMUM SS�ONAL E,yc JOINT UTILITY TRENCH aln O ME MATCH EXISTING oF�uCENSEp �y�s - ------- � � GATE VALVE OPT ® MFR MANUFACTURER _ WATER m.-- TOE OF SLOPE --ioe---roe-- 07 OR 30 SITE PLR MGD MILLION GALLONS PER DAY W 4 CROSS MH MANHOLE w 21097 --- --- - TOP OF SLOPE —Top 97 OR ® WATER MIN MINIMUM DDUE 4/21/2025 EXISTING PROPOSED Tom io� ioP TEE Lu ,p — - - - — DIRECTIONAL FLOWLINE MJ MECHANICAL JOINT `)} r EDGE OF PAVEMENT 96 OR 65 SEWER 90'BEND N NORTH OR NORTHING,FRICTION FACTOR ✓GS4lE OF - - UNKNOWN w w ,( �C N/A NOT APPLICABLE l/ G --a/a".---.s/4-w-- 3/41NCH y4•w aqw ----------- GUARDRAIL B6 OR 80 STORM DRAIN �`1 N S ________ 45°BEND NTS NOT TO SCALE T' -w --�W— 1 INC tw tw RAILROADTRACKS - - L�� 22.5°BEND L OC ON CENTER +ow)— CONTOUR MAJOR I� 11.25°BEND I� OD OVERALL HIGH POINT OUTSIDE DIAMETER -/r. -/Y. 1-1/2 INCH t-uzw t-tnw 4sae 67 OR ® IRRIGATION WYE �`-�' OVLP OVERALL OW POINT V —zw---r.— 21NCH rw rw ----- ----- CONTOUR MINOR 4aes 97 OR 93 ABLE TV REDUCER '� PC POINT OF CURVE '� PCC POINT OF COMPOUND CURVE .s.---s.— 31NCH S w S w CAP&PLUG PH PHASE OR 96 TELEPHONE PI POINTOF INTERSECTION a 4 w 41NCH 4 w 4 w PL PROPERTYLINE 6INCH sw sw OR GAS STORM DRAIN MANHOLE ��,, / 1 O PRC POINT OF REVERSE CURVE SURFACE FEATURES az�-� 99 \�d�) SD PT POINT OF TANGENCY --e w---e w-- 8INCH aw aw PUE PUBLIC UTILITY EASEMENT 00 OR 00 POWER ® AREA DRAIN ROUND ® PVI POINT OF VERTICAL INTERSECTION 10 INCH ,B w ,B w EXISTING/PROPOSED --�r.---izw— 121NCH ,zw ,zw A AREA GRAIN SQUARE ® O RADIUS FLOW CUT LINE OR O MISCELLANEOUS m RER RADIUS --I4.---14 w-- 141NCH taw ww —cui—cur—cui— DROP INLET RTV RI HT -----FILL--- FILL LINE ® CURB INLET ® RAY RIGHT OF WAY --is.---is-w— 161NCH +s w +s w S SLOPE Lao Lao LIMITS OF DISTURBANCE CURB INLET OPT 2 ® SD STORM DRAIN i6 r ie'w 1S INCH ,s w ,s w DITCH DETAIL REFERENCE CURB INLET OPT 3 E� ❑ SDMH STORM DRAIN MANHOLE --z4-w---11.-- 241NCH asw asw SEC SECTION B ----GB-----Ge-----GB-- GRADE BREAK SF SQUARE FOOT/FOOTAGE 361NCH 301NCH w w ®® CURB DOUBLE INLET ®® S/L STREETLIGHT G —sow —�w nwN HIGH WATER MARK LINE? SPEC SPECIFICATIONS Ss wis w w HIGH WATER MARK-1 YEAR EVENT A CURB DOUBLE INLET OPT SS SANITARY SEWER 481NCH 4s w 4s w —MVN tttt SCALE:NTS SSMH SANITARY SEWER MANHOLE --so.---so.-- sow sow —"wrq sra HIGH WATER MARK YEAR EVENT STA STATION g0INCH W n n STD S 721NCH rz^w rz^w —Ru�N tottt HIGH WATER MARK-11)YEAR EVENT 50 COMBO BOX TANDARD SVE SIGHT VISIBILITY EASEMENT In SAv SIDE K HIGH WATER MARK-25 YEAR EVENT SHEET C.#.# Imo_--� --w-- SERVICE LATERAL w 15TR (REFERENCE LINE r,, -„„� OF WAL OILNGREA TA TOP BACK O CURB Q 0 RwN som LT HIGH WATER MARK-50 YEAR EVENT SHEET C.#.# I � � `%� I SAND/GREASE ® ® TBC TOP BACK OF CURB nwN +Dora HIGH WATER MARK-100 YEAR EVENT =—_—J TBDC TOP BACK OF DEPRESSED CURB J z � TB M TEMPORARY BENCH MARK Ir_ _7-1� OIUWATER ®®® TC TOP OF CONCRETE SANDIG OPT Q Q w IRRIGATION FENCE-BARBED J (TYPICAL SECTION DETAIL) �_=z=J TEMP TEMPORARY UE U F — TF TOP OF FOOTING 11 1 Z w EXISTING PROPOSED FENCE-CHAIN LINK TG TOP OF GRATE W > w U FLARED END PLR TWB TOP BACK OF WALL ` F J FENCE-DECORATIVE ❑ TWF TOP FRONT/FACE OF WALL Q R r UNKNOWN iaa iaa FENCE-WOOD TW TOP OF WALL-RETAINING ® FLARED END PROFILE TW TOP OF WALL --� ---� TY TYPICAL 11NCH - - WALL BLOCK z�..— 2­,— 21NCH 2 R WALL CONCRETECALLOUTS ® FLARED END SECTION ® UT VELOCITUNTREATY BASE COURSE W a ,— a 4 INCH ^,}'R WALL-PANEL VC VERTICAL CURVE 4"i s■ U V L I C SIGN Wl VERTICAL J 6INCH oiaR s°iR6 - - - - - WALL ROCK FFE:2752.84 FINISHED FLOOR ELEVATION W/ WITH IRUCTUR BOLLARD WMH WATER MANHOLE W BINCH TBC:2752.85 TOP BACK CURB SPOT ELEVATION BH BH WTR WATER 101NCH Brw RIGHT OF WAY ����//// ADDITIONAL SPOT ELEVATION CALLOUTS TO BE *ALL ABBREVIATIONS MAY NOT BE USED 12 INCH tz iaa CENTERLINE(ROAD/ENTITY) REFERENCED ON GRADING SHEET LEGEND BORE HOLE 181NCH NIA - R M I T CURB&GUTTER PARKING STALL COUNT TEST PIT 24-„— < 241NCH N/A PARCEL LINE O O w O w1�-o o PIPE ABBREVIATIONS* TP TP 301NCH — — PROPERTY BOUNDARY -1 361NCH -— ————————- EASEMENT AS NOTED RCB REINFORCED CONCRETE BOX CULVERT RCEA REINFORCED CONCRETE ELLIPTICAL ARCH PE BENCHMARK SEE PUBLIC INFRASTRUCTURE SERVICE LATERAL iRR CULVERT RE REINFORCED CONCRETE ELLIPTICAL CULVERT RVEC REINFORCED CONCRETE VERTICAL ELLIPTICAL CULVERT �L� /� /�C IRRIGATION SLEEVE PAINT STRIPE SOLID EGG REINFORCED CONCRETE EGG SHAPED CULVERT + SECTION CORNER + PERMIT E-2025-001 D PAINT STRIPE DOUBLE SOLID PVC POLYVINYL CHLORIDE �/ COMMUNICATIONS PAINT STRIPE-BROKEN RCP REINFORCED CONCRETE PIPE CONTROL POINT VCP VITRIFIED CLAY PIPE PAINT STRIPE-BIKE LANE INTERSECTION CIP CAST IRON PIPE EXISTING PROPOSED — — — — PAINT STRIPE-LRNE DROP HDPE HIGH DENSITY POLYETHYLENE 0 EX CONDITIONS CONTROL POINT 0 DIP DUCTILE IRON PIPE OVERHEAD CABLE TV cry cry - - - - - - PAINT STRIPE-LANE LINE EXTENSION CMP CORRUGATED METAL PIPE ADA PARKING STALL TRAFFIC SIGNAL-DETECTION CONDUIT CPP CORRUGATED POLYETHYLENE PIPE UNDERGROUND CABLE TV acry Bcry DET DET POLY POLYETHYLENE rur rur TRAFFIC SIGNAL-FUTURE CONDUIT *ALL ABBREVIATIONS MAY NOT BE USED taro OVERHEAD FIBER OPTIC ro ro —LTD LTG TRAFFIC SIGNAL-LIGHTING CONDUIT TRAFFIC SIGNAL-PEDESTRIAN CONDUIT ego —ego— UNDERGROUNG FIBER OPTIC Bso BEo PE. PE. NOTE CITY APPROVED PLANS PSR PSR TRAFFICSIGNAL-PUSHBUTTONCONDUIT n.w.w.d]wtod.4wnPlbnn I•'— I•'— OVERHEAD TELEPHONE TEL TEL PD"1 PD"1 TRAFFIC SIGNAL-POWER SOURCE CONDUIT I PLANS MUST BE ON JOB SITE Col m3 UNDERGROUND TELEPHONE —eieL ereL ereL— sic siG TRAFFIC SIGNAL-SIGNAL CONDUIT NOT ALL HATCHES,LINETYPES,AND SYMBOLS SHOWN ON THIS FOR ALL INSPECTIONS SHEET ARE INCLUDED IN THIS PLAN SET. PAGE 3 H:\12024\id-10484-24e1evateacatlemy(tf)-harnsoD site\project data\02 CAD\2.D3 sheet files\construction dmwiegs\site plan\C.1.2_LEGEND.d g-LEGEND-4/21/2025 09:00am,Nick.Croft age 38 O 1 2 3 4 5 ul i 'r r ___ it 1 R O N ` I 4 c P,B\ wa--- --J r— 4 P,2 ___ P14 a�•�CINE Tr ys _ U°m3) _ J P+B lf _______ ____- GP#2 L ---- - - ��— I�V p P5 �87°5P2PE fi24.D9, P+a 4 UV1 nz d m o LL OD _ _ ,s 1 1 r \ .\ -__ -- SCALE.1=4U P+5 CP#3 Y 11 I I '_-� I I I c-o Ills II ____�_____ ___' I\�i ; i __________-- 1 z _ ------------------------------- nz PROTECT IN PLACE NOTES: N ------ i -- 3883__ ro, EXISTING APPROACH P02 _ ---- / EXISTING ASPHALT Z wZN EXISTING CURB AND GUTTER Z wF1- ova I, 3384_ EXISTING ADA RAMP WITH TRUNCATED DOMES ���// Z Pos LL mom 1 ----__-- ® EXISTING SIDEWALK Q ,w z Pos ' -- -- ---- - ® LL EXISTING FENCE I- 1� �_`_ --3886- _�- \ O ❑ ro]_ \ EXISTING WATER MAIN roe EXISTING WATER LINE WITH CORRESPONDING WATER -- - VALVES n EXISTING SANITARY SEWER MAIN y � Z N i R EXISTING SANITARY SEWER MANHOLE o o EXISTING SANITARY SEWER SERVICE >a a w -- xk I � z - � 3 � Pu - _ a EXISTING POWER POLE - a > _ PO6 W I' W na EXISTING OVERHEAD POWER y r"""I IIII P. , _____ II l l Pu EXISTING STRUCTURE O o v Z EXISTING CONTROL POINT Z m Q O o 0 B f_n c'I -- P+B'I FUTURE EXISTING SEWER MAIN 3 ❑ POa 3 d P. I ♦`ate '-_ ICOn H] FUTURE EXISTING IRRIGATION MAIN ❑ C9 Z Wi' IUL o P+B FUTURE EXISTING IRRIGATION STRUCTURE ❑ ❑ ❑ o o. Lu poll ® PO4 � 7 Ivoa Poz II II ro, '� n5 FUTURE EXISTING STORM DRAIN PIPEcnSVONAL In P2o FUTURE EXISTING STORM DRAIN CATCH BASIN 3.1 oE`�SUCENS�N��y+„ 4� P. �,`.) 'P II �al. ros'I �� Pz, FUTURE EXISTING STORM DRAIN FLARED END W 21097 4 2 1202 I✓� 3 / / 5 I• 1 P33 �W/ rp 0 Al I, i'�`1� P+] Pea FUTURE EXISTING 6'WATER VALVE Sj�N j SGO Pob °V "1 P24 FUTURE EXISTING 2"WATER SERVICE U I Pz5 FUTURE EXISTING 3"WATER SERVICE P26 FUTURE EXISTING 3"TO"WATER LINE REDUCER II P03 if..flF O � I Pz] FUTURE EXISTING WATER METER BOX ' I .(� L I � 1 = " SE PUBLIC 0-Q Q SHEET NOTE u I \ � 1. CONTRACTOR T VERIFY ALL UTILITY SIZES LOCATIONS 8 I I N G o o u , 5 RAC T R U C T U R E m � 9, -_� ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION. \I 9a Q Q i 2. CONTOURS ARE SHOWN AT 1'AND 5'INTERVALS. 2i P22 9 C c Pea 'I Lu PERMIT 0G BASIS OF BEARING06 C 0 ���0 �.r��00 Q THE BEARING ALONG THE LONGITUDINAL CENTERLINE OF SECTION 28, W L�R Z P13 wa BETWEEN THE MONUMENTS SHOWN HEREON IS THE BASIS FOR ALL OTHER Q (n BEARINGS LISTED ON THIS SURVEY.THIS BEARING RELATES TO THE IDAHO z -� STATE PLANE COORDINATE SYSTEM(CENTRAL ZONE 1102)US SURVEY FEET O AND USES A COMBINED SCALE FACTOR OF 1.0002178201 FOR A GRID TO tri -_ GROUND CONVERSION,REFERENCE FRAME NAD_83(2011),EPOCH 2O10.0000. THE SYSTEM ORIENTATION IS BASED ON GRID NORTH ALONG THE CENTRAL U. 0 '>-.,413eys r ZONE CENTRAL MERIDIAN.NO CONVERGENCE ANGLE HAS BEEN APPLIED. W Z Z .1� 1 v--- ---- -- e 3: Q P+] i vv Pla CONTROL POINTS CP# U cPn1 v C� '----- ELEV:3901.18' / z \ N:311869.8130' W I 1 � °'4 I E:1510493.2380' SEE P U B L I tI FOUND:REBAR j � I'� 11 .=a� ------- W x GP#2 _ w ,I I P24 g INFRASTRUCTURE -_ / ELEV:3884.1 6' `�'y n] N:312680.6890' '1' 3 _ P E MITE , E:1514100.0470 Pu +-' FOUND:REBAR WITH CAP w I I /' v I I `I P22 CP#3 Po+ Poz Pa V nP s\ P 11 1 ro, E-2025-001 �'�"�6�222 ELEV:3882.14' " A (- °'L9 '------ N: 312657.6890' E: 1514724.6010' s P. _-- FOUND: REBAR WITH CAP Poa PM roaVERTICAL CONTROL DATUM BASED ON NAVD88 D --- SURVEY NOTE n Poa� II ''�I _--- __ --__ THIS SITE PLAN IS DESIGNED TO CONFORM WITH AN ACTUAL L;f SURVEY THAT WAS PERFORMED THE GROUND BY A LAND SURVEYOR LICENSED BY THE STATE OF IDAHO.THE BOUNDARY ' P+B LINES OF THE SURVEY ARE SHOWN HEREON WITH BEARINGS AND 11 � P1811 \ DISTANCES.IT IS THE OWNER'S/DEVELOPER'S RESPONSIBILITY TO CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE PLAN IN ACCORDANCE WITH SAID SURVEY. CP#1 III I C.2.0 Ps \I \I P+] CITY APPROVED PLANS SEE PUBLIC INFRASTRUCTURE •-•�ro•��•�•mN�•••• PIANS MUST BE ON JOB SITE PERMIT E-2025-001 FORALLINSPECTIONS PAGE 4 H:\12024\i0-10484-24 elevate acatlemy(lJ)-harnsoe si MIhns ecl Jala\02 CAD\2.03 sheet flWw,shudo,dm,iags\sile pla0\C.2.0_EXISTING CONDITIONS&DEMO.Owg-Layoull-4/21/2025 09:02am,Nick.CmR age 39 O 1 2 3 4 5 0 4 R O 0 1 0 �s 414II'II4'•�:.f.•¢,.-'•.`'•+;!�IIIIIII �oIIIIIuIIIlIIInIII.I fIlIIII II. -oo&II I" iI'y'-r.•.":.`iI'IIII �I N YamNvN7>CE') N�Ot�l0@ M�ODON.w-. YtE �O U CN qz N 1 N E 0 30' 60, • PLAYFEILD AREA BCALE:1"=39 A SITE PLAN KEYNOTES INSTALL LIGHT DUTY ASPHALT(SEE FLEXIBLE PAVEMENT SECTION 01SUMMARY TABLE SHEET C.3.1) INSTALL HEAVY DUTY ASPHALT(SEE FLEXIBLE PAVEMENT SECTION o z w rn a 09z �r 02'SUMMARY TABLE SHEET C.3.1) Z 0�� A III 3 19 ••� << 031 INSTALL ROLLED CURB&GUTTER SEE SHEET C.3.1,DETAIL 1 Z a.y t : LL ao�— A� 03" 3 � �INSTALL 1 5'FLAT PAN CURB&GUTTER W/DEPRESSED CURB HEAD SEE � ��z I ar.e �a.e 04 02 \.J SHEET C.3 1,DETAIL 2 r o e s TIE INTO EXISTING APROACH III = °" ❑ _ P •. Ci T I o 1 16, A 03 02, e INSTALL 4-THICK SIDEWALK,(WIDTH PER PLAN)PER ISPWC SD-709,714, -- �z a3 - _ 70� xJ m �6'714A,714E(2020)UNLESS OTHERWISE NOTED 14 03 I.7.:INSTALL BOLLARD SEE SHEET C.3.I DETAIL N l 0 w Pdl' 0 b 04 04 11 06' r 4- ems ° p I+I z 1 III a '.106 11 06 INSTALL PIPE BOLLARD WITH ADA SIGN SEE SHEET C.3.1 DETAIL 4 ti 4 c w. Is, '13� 03 n 18 18 F'3 `03 0 p°S =oa /� a \ 09`� ow VAN ACCESSIBLE PARKING STALL.STRIPE PER MUTCD a a �d r, o, :. A Oei to C INSTALL FENCING,SEE ARCHITECTURAL PLANS FOR DETAILS I i " � • ,a91 03 INSTALL ADA RAMP WITH TRUNCATED DOMES PER ISPWC SD-712 ISPWC 03 \ 771 SD-712A(2020)SEE SHEET C.3.1 FOR DETAIL N II •.I 55 .W \ p V r 1 03 13 \ CJ INSTALL FLAGPOLE SEE LANDSCAPE PLAN FOR DETAIL Z o Z 0 0 0 B 0 N ❑ ,e 0400 a -,d -O \\ - C3)INSTALL LANDSCAPE PER LANDSCAPE PLAN 3 ❑ 00 18 • STORM POND B ", O W w A❑s 08 ,e 1� r,a Niel �. "O a 74 STRIPING PER MUTCD STANDARDS ❑ 3 w O ` x QQ 14 _13' Q w K 2 N o� \ - (75�INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT SECTION SEE SHEET 099- ❑ ❑ ❑ O o. 03 14 t4:� . Q O \ G C.3.1 FOR PCCP TABLE W to t 1q a py. eta °° 11. 03 `08 N 61 08; \ �.INSTALL TRASH ENCLOSURE PAD SEE SHEET C.3.1,DETAIL 5.FOR TRASH W S�ONAL E PAD ENCLOSURE SEE ARCHITECTURAL PLANS oF`SUCENS('pN��y�, I�� oe�' •Os" m � 2 \ 77!INSTALL GATE,SEE ARCHTECTUAL PLANS FOR DETAILS 61.J II W ❑ < 03 '.,t 'Ia. .a O ni < \ ' 4/21097 ,i Wp9. Vr upQ1 s o \ C8�INSTALL CURB TRANSITION PER ISPWC SD-707(2020)(LENGTH PER PLANS) LLB �' 0 0z;1a 025 08 QO 10 \\ iGy�7E0F10��(l A (n i t I i za � ❑ os('78 " '� G oel \�' CJ INSTALL STOP SIGN PER MUTCD STANDARDS I Z C oa T Q % \ 03 20i INSTALL 4'VALLEY GUTTER PER TFSD-708 U 2 F 14 ( 13. ZO ;3ii 211 \ ' 07 13 Y4, - \ 18 2'1�INSTALL 1'RIBBON CURB ll' e (ro �j I� Q III I i °• `� I MISCELLANEOUS KEYNOTES I �/ I � j � z. zgrrP ❑s oe i s i / 0 PARKING LOT LIGHT POLE SEE ELECTRICAL PLANS " (011 pg 04 FIXTURES AND LOCATION FOR FLAGPOLE TO BE DETERMINED.SEE 18 O ELECTRICAL PLANS l 3 @) 03 a I � 111 IIIN Rltl 141 oz' II - C ' ••di a y5 zP SHEET NOTES: 03 01 14 �' 1. DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, - _ WHERE CURB IS PROPOSED OR TO EDGE OF PAVEMENT W .>i 25 74` STORM POND A 0r Oa �� OTHERWISE. I„ a I r•I Z rc II o SITE PLAN LEGEND uj QQ -'I •1 (� eo" 3s rvv e q 5 4 ''°'� 1U! J s �• s III `1al 79, 03 dal 17 18: 02. PARKING STALL COUNT Q a „ I r I I III t �,4 ..✓ s z W 03 o A o°Ij a, ADA PARKING STALL — r/" ® A (� -PR.P.SED LIGHT r 1731 r Im 09' s R ;11 I PROPOSED TRANSFORMER BOX,SEE UTILITY SHEETS Q �03 1,3 o I SEE PUBLIC > W INFRASTRUCTURE W a3 6, I I ll 1a ,e ��I ,° _ PERMIT j E-2025-001 for all —� - SEE PUBLIC INFRASTRUCTURE +?' Inspections:Fire Sprinkler;Underground(NFPA 24)and PERMIT E-2025-001 FOR ALL Right-of-Way/Public Above Ground(NFPA 13)inspections are required to be RIGHT-OF-WAY/PUBLIC ITEMS L Lill a conducted by the TF Fire Marshal's office,a City Items D -III representative or a verified third-party inspection in II company.Visual,hydro,flush,and final. AERIAL FIRE APPARATUS ACCESS IAW 2018 IFC D105 3 Only licensed sprinkler contractors(LSC)on the ISFM IF VERTICAL DISTANCE BETWEEN THE ROAD GRADE AND THE I II II approved list are allowed to install underground fire HIGHEST ROOF SURFACE EXCEEDS 30',APPROVED AERIAL ;I. sprinkler pipe.Underground installation may be subbed — as out,but the LSC is responsible for all underground FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED. a-APPROVED PUNS between city connection and the fire riser. MINIMUM UNOBSTRUCTED WIDTH OF 26'.ACCESS MUST BE - WITHIN 15-30'AND PARALLEL TO ONE SIDE OF THE BUILDING. PUNS musr aE ON,oeS rE Fire Sprinkler Underground IAW NFPA 24&CoTF ISFM Accepted plans shall be on Site prior to Installation. OVERHEAD UTILITY AND POWER LINES SHALL NOT BE FOR ALL INSPERIONS LOCATED OVER ROAD OR BETWEEN ROAD AND BLDG. C M 3 m O COTF Standard:Min 36"of cover from top of pipe. All piping&appurtenances shall be inspected prior to PAGE 5 H:\12024\iA-10484-24 elevate acatlemy(tr)-hameon sileWmject AaW\02 CAM2.03 sheet flWwnstruction Amwings\site plan\C.3.0_SITE PLAN.Awg-SITE PLAN-4121=25 09:03am,Nick.Cmft age 40 O 1 2 3 4 5 r/� y N V1 0 N U U7 N 0 cam') M U 3� N � � Y U oilZ d N O FI - to FLEXIBLE PAVEMENT SECTION SUMMARY PARKING ANALYSIS Iti T 2 w r s o N CLASSIFICATION LIGHT DUTY HEAVY DUTY MATERIAL SPECIFICATIONS: REQUIREMENTS REQUIRED PROVIDED NOTES: �h y IO NOTES: ASPHALTIC CONCRETE 2.5" 3.0' orm ASPHALTIC CONCRETE: ASPHALT MIX SHALL MEET THE REQUIREMENTS OF THE ISPWC,SECTION _ w°"I ar ma axc"nw. �1 �' !n 810 CLASS III PLANT MIX.MATERIALS SHALL BE PLACED IN ACCORDANCE PARKING STALLS 97 113 °TM°Xe"0N- ©°"^°"'w^^"ate ro �Y.° u�,°awrw".°w.^E°°i^a"E"m. zy CRUSHED AGGREGATE BASE 4.0' 4.0" WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. IAI A STRUCTURAL SUBBASE 10.0" 12.0" AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR TYPE 1 CRUSHED ©IpE1E - O P wi^E s+^ate^+°�°s"rza w.�w�P w.aE ro^"wa is ExiEarz°.mE aawEEP""`^raia�.rm ry PM AGGREGATE MATERIALS ADA STALLS 5 8 .s DOME SECTION SUBGRADE PREPARATION(MAX SEE PAVEMENT SUBGRADE SEE PAVEMENT SUBGRADE ws es.wrrosx°"r roc o-rms""ww ro m N LIFT PER GEOTECHNICAL PREPARATION SECTION PREPARATION SECTION STRUCTURAL SUBBASE: GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE TOTAL 97 119 "srnunnw. ,y� ,y� wPE"°iw °° r°a .ws wm m a w.°. smr aw. REPORT) REQUIREMENTS DETAILED IN THE THE STRUCTURE FILL SECTION OF �° °O �y �y mE THE GEOTECHNICAL REPORT(PREPARED BY ATLAS DATED Oi x.x.xPs.°x.w.s.rm.wrcwcwnwwssr.m�xw rEx sm amE.nawurs. `! Z Z N NOTES: OCT 14,2024 EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE NOTES: 0° 000 5 iwa msw wm "nx.a< W ° Z GOT. THAN%THE COMPONENT THICKNESS.GRADATION AND SUITABILITY c0 c0 wI-f -FLEXIBLE PAVEMENT SPECIFICATIONS ARE PER GEOTECHNICAL REPORT PREPARED BY ATLAS, REQUIREMENTS SHALL BE PER ISPWC SECTION 801,TABLE 1.FILE NUMBER APROX.500 STUDENTS 7241598E AND DATED OCT 14,2024 ASSUMING 300 HIGH SCHOOL(1 STALU4 STUDENTS) O O O Z X w i -IT WILL BE REQUIRED FOR ATLAS PERSONNEL TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION ASSUMI NG 11 CLASSROOMS FOR MIDDLE SCHOOL(2 N aLL'y STALLS/CLASSROOM) —- N Iim!! ^- DOME SPACING °nAND'V01Y1P Q =GO Z © ADA PARKING STALL n �. �. r 3 PARKING STALL COUNT PERPENDICULAR RAMP Q SECTION A-A o- O PCCP PAVEMENT SECTION SUMMARY Pc RIGID PAVEMENT SECTION: -�" PORTLAND CEMENT THE AASHTO PAVEMENT DESIGN METHOD WAS USED TO DEVELOP THE FOLLOWING RIGID CONCRETE PAVEMENT \ w O w N i 6 SECTION.CONCRETE PAVEMENT SHALL BE BATCHED AND CONSTRUCTED IN ACCORDANCE WITH THE MOST CURRENT Y Q � � .0INCHES r p CONCRETE PAVEMENT Ii!9I IMI Q,_ N Q AMERICAN CONCRETE INSTITUTE STANDARDS AND IN ACCORDANCE WITH I TRANSPORTATION DEPARTMENT —- a _ G CRUSHED AGGREGATE BASE 6.0INCHES STANDARD DRAWINGS C-1-A AND Gi-B.NATIVE SUBGRADE SOILS ON THE SITETE A ARE FROST SUSCEPTIBLE,AND THEREFORE,REQUIRE JOINTS SEALERS OR UNDER-DRAINS. x3 \ STRUCTURAL SUBBASE NOT REQUIRED ow�./ ."ix a a MATERIAL SPECIFICATIONS: v xEww PORTLAND CEMENT CONCRETE: 4,000 PSI CONCRETE WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI GENERALLY :0 -E > SEE PAVEMENT SUBGRADE COMPLYING WITH ITD REQUIREMENT FOR URBAN CONCRETE. RAMP DETAIL of "€ °x w a so"ww w.e COMPACTED SUBGRADE PREPARATION SECTION SKEWED RAMP "��"` CRUSHED AGGREGATE BASE: MATERIAL COMPLYING WITH ITD STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION w"^."^"^ .. SECTION 303 AND 703 FOR AGGREGATES. M N NOTES: TYPICAL CORNER o STRUCTURAL SUBBASE: GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS DETAILED IN 30' O RADIUS MINIMUM U -FLEXIBLE PAVEMENT SPECIFICATIONS ARE PER GEOTECHNICAL REPORT U !n PREPARED BY ATLAS,FILE NUMBER 7241598E ANDD DATED OCTOCT 14,DE THE THE STRUCTURE FILL SECTION EXCEPT THE ORIGINAL MAXIMUM MATERIAL REPORT(PREPARED Z Z -IT WILL BE REQUIRED FOR ATLAS PERSONNEL TO VERIFY SUBGRADE BY ATLAS DATED OCT 14,2024)EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO COMPETENCY AT THE TIME OFCONSTRUCTION MORETHAN%THE COMPONENT THICKNESS.GRADATION AND SUITABILITY '0w 0 O O REQUIREMENTS SHALL BE PER TABLE I,ISPWC. IDAHO STANDARDS DETECTABLE WARNING FOR STANDARD DRAWING IDAHO STANDARDS PEDESTRIAN RAMP TYPE 'A" STANDARD DRAW1Nc Z B FOR PUBLIC WORKS NO FIX2 PUBIC WORKS SNo T =i1w--wv11 CONSTRUCTIONPEDESTRIAN ACCESS SD-712 CONSTRUCTION FOR NEW DEVELOPMENT SD-712A qwW U d W yHAL BUILDING ANALYSIS S N IMPACT PROTECTION IAW 20181FC 312 FF'S\,OrENS E�� BUILDING BUILDING A BUILDING B - 41NCH STEEL CONCRETE FILL 4 FOOT MAX SPACING 3 FOOT MIN DEPTH CONCRETE FOOT BUILDING AREA 324,255 SF t14,520 SF - 3 FOOT MIN HEIGHT j 21097 (TOTAL=38,775 SF) - 3 FOOT MIN PROXIMITY TO PROTECTED OBJECTS W 4/21/2025,p MAX BUILDING HEIGHT 334" 25'10" ✓ '4T pr'l BUILDING TYPE(IBC) V-B V-B GSl�N TF IBC OCCUPANCY CLASSIFICATION E E,F-1 Impact Protection IAW 2018 IFC 312 ON NOTES: BUILDING TYPE TO BE VERIFIED WITH ARCHITECTURAL PLANS, 4'dia.steel concrete fill ARCHITECTURAL PLANS TO SUPERCEDE. 4 max spacing PER PLAN -3'min depth concrete foot -3'min height -3'min proximity to protected object CONIC.CURB&GUTTER 1.5' (W/LIP FLAT) ASPHALT PAVEMENT 12" FIN.GRADE CAP TOP OF POST BLUE BACKGROUND 1 RESERVED W/WHITE SYMBOL 3/8"X31/2" ® AND LETTERING a C CADMIUM PLATED r HEX HEAD BOLT WITH PROVIDE SIGN THAT C5 3/4'GRAVEL ROAD BASE 3/4"GRAVEL FLAT LOCK WASHER IDENTIFIES ALL VAN G ROAD BASE SMOOTH SLOPED AND NUT ACCESSIBLE STALLS. 6" Lu J MORTAR CAP PAINTED - REFER TO PLAN FOR W _ LOCATIONS 12" Q Q 1 ROLLED CURB & GUTTER a o � C.3.0 Lu SCALE:NTS SMOOTH SLOPED MORTAR CAP PAINTED /�� J 0 6"DIA.STANDARD STEEL w Q < z PIPE FILLED WITH CONCRETE K 6"DIA STANDARD STEEL PIPE FILLED WITH CONCRETE U. AND PAINTED YELLOW > AND PAINTED YELLOW - W Z J OR CONCRETE WHERE OCCURS SEE PLAN H Il ASPHALTPAVEMENT N0.4 REINF.RODS OR CONCRETE WHERE LLJ OCCURS SEE PLAN 12"O.C.BOTH WAYS NOA REINF.RODS IIEI CONC.CURB&GUTTER 18"DIA.CONCRETE Z 18"DIA.CONCRETE Z 3.600 PSI CONCRETE ) 1.5' (VJ/LIP FLAT) FOOTINE . FOOTING 1%SLOPE TO FRONT W 5„ ASPHALT PAVEMENT FIN.GRADE` - ' 8. IIII=e.5' - (2)46 BARS 12"LONG EACH WAY WELD TO PIPE (2)46 BARS 12"LONG EACH WAY WELD TO PIPE 6"A.B.C. 3/4"GRAVEL ROAD BASE '> 3/4"GRAVEL Z Z ROAD BASE <9"n 9"• � <s• s" � SECTION DEPRESSED HEAD 2 FLAT PAN CURB & GUTTER 3 PIPE BOLLARD DETAIL 4 PIPE BOLLARD HANDICAP a TRASH PAD DETAIL D C.3.1 SCALE:NTS C.3.1 SCALE:NTS C.3.1 SIGN DETAIL C.3.1 SCALE:NTS SCALE:NTS Caage4l CITY APPROVED PLANS ■SEE PUBLIC INFRASTRUCTURE ANS�PERMIT E-2025-001 PANS MUSTSEON103SITEFOflALLINSPECTIONS6 H:\12024\id-10484-24elevateacademy(l1)-harnson si films ecl nala\02 CAD\2.O3 sheet fles\oonshudon dm,mgs\site plan\C.3.1SITE PLAN DETAILS.dg-SITE PLAN DETAILS-4/21/202509:03am,Nick.CroR 1 2 3 4 5 O 8 R 0 I •il Ill l i ' _ U >zN-It N U III 3 N �`'I O `❑ C Y ��J 5 N a 1 III I-- -- _ — }.•-I III — L I ! — — __— — __�__ \ O N A 13 ail H Q n _ __ 13 oaaaan.aa 41 Z z W y Toc oax '� T w- o -'- s.33 .aa L.3 , 'a'.s F�.aaa,.aa \ 1g o aaa, �� TO I oo.3aa,.a, I o GRADE BREAK �Z/ o of W O "Ioll 1 \� TOI399 — TBC. y2°M1 L Nj Z II —I— as oc aaa,aa \` LL 3 TBC89� as as a Sax �a anw LEGEND ❑ a .aa,.3 a,a o oc c 3891 Qq NF Tao 33eae sx FFe.3eaz.1. \ \�a $' TOA:TOP OF ASPHALT J e�(. T.0 s oc 3aaa roc.3 aa,T 3e a.o a ; TOG:389D.0. Toc a \ METOA:MATCH EXISTING TOP OF ASPHALT ,n w r ill MI. I.o s G \ OP Z N 2 7112,1 �1� \ OP.aeer.,2aer.t? TBC:TOP BACK OF CURB eea3 c c t ozaxz •.. $ FFE.aaaz.00 roc.3ea,.aaa\ w c- TOG ���a \ n.aeaaw z DTBC:DEPRESSED TOP BACK OF CURB W.Ta 1 n ., oc ;� V 3 ' �•' II B a� �' Tao aeaamTGC.­31 .ac c aan Fv 3aazo3 .1 aes \ m a 333ao roP aar METBQ MATCH EXISTING TOP BACK CURBof \ eoP.aear.oz TOC:TOP OF CONCRETETOA N N _ i s :3 z n TD \ - \roP r,z U r .� 11i a o-1 a yxa s=V 33 as �N(n \\ maz f METOC'MATCH EXISTING TOP OF CONCRETE s z oe%\ E 3aozoo ' r c-1 (!10 \ _ 0 O O_ r y tT. ' 3as1 ee\ FFE:FINAL FLOOR ELEVATION Z 0 3a"° 389186 A '0 .ae�aa e,n ac.3as,.az a 1 4a z It ,�>aet r teq\ FG FINISH GRADE ❑,. O a TOc Q❑ O O� s, � � FE. FL:FLOW LINE =r I � aa,..a T W U 1 3e� j5ah "' ryA FFE.1e12.o3 Fe. \\ TOP:TOP OF POND L y SS\ONAL EN � oA.aam az W�WG To sez Tac 3es ze Y( \ oE`4'uCENSEp��yy„ oc:-18 \ BOP:BOTTOM OF POND W h - 2%MAX CROSS SLOPE Q o roc aaa,PP g 'a"° 21097 U ,' �� $r.T• �� $ Toc aaa,a aaa TOC � 0z TOG:TOP OF GRATE W 4/21/2025 o=U ni ✓ '4! !yP'l .�� Z s j�� � I�z SHEET NOTE Gyl E0 a a �o az (n z:a \' 3as vv aes \TBC \ P -CONTOURS SHOWN AT 1.0'AND 5.0'INTERVALS -ALL ELEVATIONS ARE FIG \T T ,� -NOT ALL LABELS LISTED ABOVE ARE USED V Tol� To a n3 aa, a Q a P 3L,. o.a . o I I 2 ass a r, •, �/ 'I r 2%MAX SLOPE AT TOO:aaa, aa,� 1 za. � � 38yx �To � LANDINGS TOO T 1 38 ad tae Toc / °o,\3Ta aeea a, BL C.3911.1 �/ TeTOG:38900. '•Ill oI �38 area ..aaa,se X 'TBC a' TR C E oa.aaaa� aaa,a .aaa�� FFE3-0) �9— I -; .3aa,.,a ,— aa.yz GOP .79 � I IITBC,0 9,,\. X1.1 -- W j aaa aay. o TOAa3 as 3aaa3a pp a,s, aa, • 3 III c.ae TIC -aeez as 3892 rec a­175.71 ILLi Z A — 0 aaaALL ACCESSIBLE PARKING, I uCTURE Q x '��; Toa,00.,, 'I Taca ac3a�\.—\ ', �' �o�a,a _ � OUT AND LANDINGS TO BE PERMIT E-2025-001 OR ALL Q r°'a�� �aa a R E, A /PUBL C ITEMS > a"3aaa� 2% Max SLOPE. S ��N W 3 - ,f E>`+ a 3as9a / Tac.sasa.a3 ----- INFRA E C ION ADDRESS: W �N�re:c3a __ C �//���TT - - t - --- E RML ARY ADDRESS SIG SHALL BE Toaaa 1. ao,. " TOA3a3,.z4P I ' a1. r .az r ,z ' 0:3aaa.oz - POSTED ON ALL CONSTRUCTIO SITES AND II _ __ aa,as__ �o a� --- E-202 IN Iy1THE PERMANENT _ _ - DRESSL !",DDRE S SHALL BE o - ���Ili ; -- I LEAN C I APOSI IONTHAT IS ---- ---- Right-of-W PRO ET OR ROAD RON IN PRO ER e i n _ - 3 I — t IIII If i Temporary Construction Address: _ p rY A temporary address sign shall be posted on all II II construction sites and be maintained until the permanent address is in place. Address shall be ■ ■O II� legible and placed in a position that is visible from CIN APPROVED PLANS the street or road fronting the property. PIANS MUST BF ON lOB SITE FOB ALL INSPECTIONS PAGE 7 HA12024\itl-10484-24 elevate acatlemy(t1)-harnaon vl!Mpmject d to\02 CAM2.03 sheet flea\oonstrudon dre inga\si"e plan\CA.O_GR DING PLAN."g-GRADING PLAN-4121=25 09:05am,Nick.CroR age 42 O 1 2 3 4 5 4 it C N Easement for Water Main Line a° �s P4 Loop to be centered on main to`vo E ' - and measure a minimum of 7.5' U Dn] 1 $ III Dry '-- N from edge of pipe off each side. g 56 NIMIN:, 0 W(SE) __ Call for Plumbing Inspection& 389 �ti 4y �Z D = N ° 4 " e --Document to be coordinated N E E i " _ __ - - - Engineering Field Inspection with Public Infrastructure 0 30' 60, N �oNrseRIM.a'aa'i»61 Permit E-2025-001 f6 SCALE:1"=39 C e _ ------ —- - \OF 8s sa O6ay4Ei0%59 _ g zaLF O o x WATER KEYNOTES !Vn a' III _ see e•N+) 6a RM oeeo sa z 37 TIE INTO EXISTING 8"WATER STUB _ ro @oaox 59 Nvo (sal N 4 _ __ 192 LF OF 8"W ER MAIN ss reNLs \\\ sue III _ rvv n sass zz eE(ej e, g9 h� �a es� 66+sir or,rso®azzx 32 INSTALL 8"D.I.WATER MAIN LINE LENGTH PER PLAN V Z z y 87 R os•8 7 Nvou1 see a 's 12ED __ ry ur sea N+1 �0000 T J N~ BA,✓ o f NN. 0 (Nwl. a N+1 32 93 L W 2 0 __ a,a _ 32 LF OF 8"WATER MAIN q3 1NM Ial 5]so OF4 ta.aex Q N F n r- -- - n/52LFors•sa®z.)sxsa fur ar9ra 6Aro ssc 71rvv as.'(NMO 33 TIE INTO 8"WATER MAIN Z �wz Bg'�Naer'n:h7laa ry lh ;:s .(sE, a of u3 7­12OLF OF B"WATER MAIN - aEa(E 9S N 8 I�� INSTALL 2"DOMESTIC WATER SERVICE WITH METER BOX PER Q = z •SS@L 99 �t 55 zuF or 6•sDweex -tiro w au\seer 7g LF OF 8'WATER MAIN 34 TFSD-4 CONTINUATION CAP&MARK(TO SURFACE).SEE ARCHITECTS PLANS > a 3 rLF OFs so®os0% Nv s7,oer orrssez.00x \\ s FOR CONTINUATION YI 11 so®o.zz%66 3B \ 68 e7LF OF 12 sDeasx 6]rv�oui seeewa(swl 4��\ INSTALL 3"DOMESTIC WATER SERVICE WITH METER BOX&VAULT PER o q ` For+r so us o.zz 88 6]x° oe.(NI 632 35 TFSD-409(2020)CAP&MARK(TO SURFACE)SEE ARCHITECTS PLANS ` ft so va o.eo%66 ♦��� ___ FOR CONTINUATION MR, so NLET D ,I 4 Frss®a,ax s] ♦RIM 6.aLEoTn $ INSTALL 6"FIRE SERVICE WATER LINE AND ALL APPURTENANCES PER IWOUI ®iaa6 sa s�•� Fo srLF OF r4 \\ F4•ssezoo 5] 82 6e as (Nw) 36 TFSD-404B 2020.CAP&MARK TO SURFACE).SEE ARCHITECTS PLANS N w I, u o ( 6B h �ia» O ( ) ( ) Fwo, OF4ss®zoox 5]' e�ri FOR CONTINUATION z n i 2 _ sa'�ar rsi 0A88 88r1" v 60 siev Oursee6.o06•(N) + \O a aeeeIN w<irv160 ` L r ur eearu 1sE1 RIMee.zs 62 \ Q 37 INSTALL 6"GATE VALVE W a a K INvour;w3rwE) i�) oursaar.Pr,2i"i� �\ 1. \♦ 3e• NvoggsaLFOF,2•aD®e.ezx 1 w II 5UF OF 6-SS 02.00%sa 69 see INEis F6•ED Ru eo%Go \\�" 38 POTABLE&NON-POTABLE VERTICAL LINE CROSSING PER ISPWC SD-407 w Nv o f Irvv +r tE 68 3z \\ (2020),MINIM M 1.'VERTICAL SEPARATION > OU S C S O II 3 � I ,I LL INV IN 3 ' v' W r ]Or(eW) a D"fi7 II y ,1 II LLI Irvv our ,r(s) _ l s rvv our ac(NE) � y +, LLI 98 x` �u.wx \� 39 INSTALL 8"X 6"TEE W/THRUST BLOCK PER ISPWC SD-403(2020) r PI 40\ 4e+c OF IT e y as \ 70'NO END `N see°s T(NM qp INSTALL 6"22.5°BEND W/THRUST BLOCK PER ISPWC SD-403(2020) O rn U rn 4sLF or 71 1T(N) r sDe0.s0 LL mini:1 II f 6soe+s BB�a IT:'sz1 IB e�F \ 27 LF OF6 WATER FIRE SERVICE — ? N Z II Z 16 97 _ '2 83LFOF 2"WATER SERVICE (0 N. ' O 1 4 O 'O Nv our.seee.00a(E)6] "Vo6] 6 tw \ \N 47 INSTALL 6"90°BEND W/THRUST BLOCK PER ISPWC SD-403(2020) z B as I' FOF,rsDSo.zzx 86 2 \ 'Orr \} 55 z6FF OFe sD®z+zx N.� �e \\� \ STORM POND 42 INSTALL 8"22.5°BEND W/THRUST BLOCK PER ISPWC SD-403(2020) z z y w 14z O C7 N� 1 0 *. 99 I,P W Q� U l•�' D®6.zzx 66 m 96 \, 4i.\ / Q W K 2 0 �y� c so cB a �Q `37 43 INSTALL 8"45°BEND W/THRUST BLOCK PER ISPWC SD-403(2020) ❑ ❑ ❑ o a = Afire drant is ISO NQ s'IEi" 69 r(N) o G 94°° 6}w f rout a visua evidence or callor inspection on Insta aUon Y ��G NVOUT �,r(a) :.: W7,01°'lI sE) Nr (I - T Q \ " qq INSTALL FIRE DRANT W/GATE VALVE PER TFSD-404(2020) SS�OHAI EN C/`• ' y oing 163LFOF8 WATER F ESERVICE (J1 OF 38 \, 99 '$ 04``'uCENSEp �y 42LF OF t2 6D a %68 t0 95 T e n Q I II � , ^^ O R 3, this loca'on er Pu IIC 172 LF F "WA R SERVICE � 0 3 S C ]a p y 206 LF OF 8"WATER MAIN W � fi7 x°oL�.�aa SEWER KEYNOTES frastrUCtU a Permit I G1 oF6•aD66sox sfi 7,„° Connection must be made via trough' 21097 it t NI C" \\\\\\ j y eelNel E 70 TIE INTO EXISTING SANITARY SEWER MANHOLE(SEE ELEVATE 4/21/2025 E-202 )01 \ oe°wEi 6] eea e4 r(sE) \ 'r(s) 56 ACADEMY OFFSITE IMPROVEMENTS FOR ADDITIONAL REFERENCE TO LJJ `rl �\ "°NT. � TIE IN) Coordinate Connection with Wastewater Department-Doug G.&Elmer F.It OT GI wL � s6'67 so FLuc D S rvv OUT se8e0as \ e T. ' III I i Q 2 ISM €( I I 'I 6g"N H� (' -_ •so®o.zzx 68 \� �3gea 57 INSTALL 4"SANITARY SEWER SERVICE PER TFSD-511A(2020),LENGTH& I ) 'r4voor ,r(s) N SLOPE PER PLANS. Provide physical \,< �F 6Dea%65 552e�DFe�6D ,Saar% ti e6LFDF,2 a aL SDTEE F �--� 66 M. D D® dimensions z•(nw) INSTALL 6"SANITARY SEWER SERVICE PER TFSD-511A 2020 LENGTH& (engineered) r+5e A� _ 9a ]� "vv z6•(Sw) \ € 58 ( )' it Ii tz(sE) our. ,r(s� \ v SLOPE PER PLANS. for All Storm Retention tr � SO @1...66 Baser 5]x°oL a�aa6•(6) ` e5 11 FOFlrE ez.oa INSTALL 8"PRIVATE SANITARY SEWER MAIN LINE.LENGTH&SLOPE PER �' Ir Basins to Engineering \ � a D" ux 59 PLANS. 66 zsLF 5sss 4 Field Technicians for aDFa6EDE DaD INv osu(NEj 6] ]7 O / so 60 INSTALL STANDARD SERVICE MARKER PER ISPWC SD-512.SEE O 0.22%66 our.seee.651z(s) ❑ INS NV inspection. RIM­N 70 rs® ARCHITECTS PLANS FOR CONTINUATION p N eeePP,2,Nw, /) Slopes not to exceed 3:1 '0 gal iM 89 67 s PLUG Iour.seee aoe / 93 ur. ,z iN) INSTALL STANDARD SANITARY SEWER MANHOLE(TYPE A)PER p END-- 7o INvo .seee.1T (s) •� / seee 0B 6'I TFSD-501.INCLUDE MANHOLE COLLAR IN PAVED SECTIONS PER (private storm water only) r'"' 39 LF)OF 8"WATER MAIN II TFSD-508 "I) T All `f�, 70 (' II. 87 6.(s) fie......•so�s.aox INSTALL STANDARD 4"TRAFFIC RATED CLEANOUT PER ISPWC SD-506A 'I Yp �FNBBD FOFtz SD93.vx ��'---s\ i 66 ttF OF IT sD®o.zzx / 43 88 s2 OF tz•SDeoux_ I 62 (2020) •,y' \1. \ 66 2 Dbg o.rax i ` � 68 NV ouETseerrs1, T C a Irvv our 3eee6 'S] // �" 77 Nv sea'i")I 63 INSTALL SEWER SERVICE TIE IN FROM PRIVATE MAIN LINE III 0eO18) i f BD®os2x OUT see se TIE) CCn O - - W w 38gi _ w r� 64 INSTALL GREASE INTERCEPTOR,SEE MECHANICAL PLANS FOR DETAILS . •II II - SO o.s0158 w 73 tr Ov�i�" `\ rvv INV STORM POND A INV OUT aasaa,r"E) STORM DRAIN KEYNOTES Q o rove a maintenance p an sc e u e 66 INSTALL STORM DRAIN PIPE.LENGTH,SIZE,&SLOPE PER PLANS Provide visual evidence or call for a a 06 56 serF OF+r sD�o.zzx - INSTALL ROOF DRAIN BUILDING CONNECTION PER DETAIL 1 SHEET C.5.1. Z w lflal IT SO 55 inspection on any roof drain underground ©CAP&MARK(TO SURFACE).SEE ARCHITECTS PLANS FOR CONTINUATION Lid !" �I _ ,E- connections dunng construction H Q < , II —— Irvvin. i 6 M 71 68 INSTALL INLET CATCH BASIN TYPE IV FOR ROLLED CURB PER ISPWC 604-A z j�. �' �� - \ OUT J11 a� INSTALL 30"STORM DRAIN CATCH BASIN WITH REINFORCED CONCRETE / Q r 214 LF OF 8"WATER MAIN er 69 COLLAR AND CIRCULAR SLOTTED GRATE W Q -- WATER MAIN 3agz` 9 INSTALL STORM DRAIN FLARED END,SIZE PER PLANS.INCLUDE RIPRAP J OUTLET PROTECTION.SEE SHEET C.5.1 DETAIL 2 1W E 1 ) I I I I ) ) 97 L_ _ � I _____ __I-__ 32_ __ _ ��,v Oi INSTALL 12"X 8"STORM DRAIN TEE - •� �I; v.f I-- -3eyq ©INSTALL STORM DRAIN CLEAN OUT WITH TRAFFIC RATED LID WHEN IN ASPHALT I - i i e9 ®INSTALL 48"STORM DRAIN MANHOLE PER ISPWC SD-612 M �3 ;I I II It' _--_-_____ _-- - IRRIGATION KEYNOTES Fire Hydrants IAW 2018 IFC,Appendices B&C IRRIGATION POINT OF CONNECTION(DESIGN BY OTHERS).SEE ay __ - 87 IRRIGATION PERFORMANCE SPECIFICATIONS ON SHEET L.3.0 FOR 9 , The number of FH s,spacing and location shall SYSTEM REQUIREMENTS. a+ meet the minimum standards based on fire flow calcs and real-world fire apparatus access. Contact E PUBLIC INFRASTRUCTURE the TF Fire Marshal's office for further guidance. E V C - PERMIT E-2025-001 FOR ALL_ Dead End water lines may not be longer than 150' I I II - -- Fire Hydrants should be within 100'of FDCs. Y I RIGHT-OF-WAY/PUBLIC ITEMS I I I A water loop will be needed to supply the fire CITY APPROVED PLANS I' sprinkler system and additional fire hydrants will aiWiiw4fei�"`evpean" P Y Y PIANSMUST BE ON 108SITE --- need to be installed within 1 00'of the FDC. FD6ALLINSPECTIDNS C■5■0 PAGE 8 H:\12024\id-10484-24 elevate acatlemy(tf)-harnson sile\project tlata\02 CAD\2.03 sheet files\construction dmwings\site plan\C.5.0_DRAINAGE&UTILITIES.dwg-DRAINAGE&UTILITIES-4/112025 09:06am,Nick.Crofi age 43 O 1 2 3 4 5 y In Q N DRAINAGE SYSTEM CALCULATIONS U SYSTEM REQUIREMENTS: z :��p��, a= �DRAINAGE AREA OF"ELEVATE ACADEMY-TWIN FALLS" 217,852 SF(INTERIOR SITE) >li ao r ti 0 50' 100, s N w IMPERVIOUS LANDSCAPE VOLUME REQ'D x m a BCALE:1"=5tl C- BASIN A: 49,142 6,701 SF 7,604 CF z U) FINISH GRADE A BASIN B: 21,976 SF 1,289 SF 3,346 CF � N BASIN C: 12,932 SF 2,123 SF 2,012 CF N J 6"S.D.(OOF SDR 35) BASIN D: 34,158 SF 0 5,138 CF A r1 Z Z y 1%MIN.TO ROOF=END RAIN HEADER \.! PLANS) Z w FBASIN E: 14,126 SF 0 2,125 CF 0-ASIN F: 9,983 SF Z wOOF DRAIN PIPE 5'FROM BUILDING Qf m of, SEE ARCHITECTURAL PLANS FOR BASIN G: 20,080 SF 14,966 SF 3,494 CF 1n m, CONTINUATION&CONNECTION Q =�z DESIGN STORM: 50-YEAR,24-HR EVENT OF 1.9 IN, LL TYPICAL ROOF DRAIN CONNECTION DETAIL REQUIRED DRAINAGE PER TOTAL LANDSCAPE AREA: 1,110CF o ❑ C.5.9 SCALE:NTS 35,062 SF`0.20.9 IN/12 IN/FT) REQUIRED DRAINAGE PER TOTAL IMPERVIOUS AREA: 27,496 CF 182,796 SF'0.95(1.9 IN/12 IN/FT) Provide visual evidence or call for z � o TOTAL STORM VOLUME REQUIRED: 28,606 CF O w c z inspection on any roof drain underground — --------------------------- --------------------- ,❑ o connections during construction STORAGE SYSTEM: w aQ w t, POND A-BASINS A,B&C REQUIRED 12,963 CF w K PROVIDED 13,062 CF POND B-BASINS D,E,F&G Lam" REQUIRED 15,643 CF O U PROVIDED 16,805 CF `z ~ z Z O o 0 z ------------------------------------------------------------------------------------------------------------------ B SUMMARY: � vi w TOTAL STORAGE REQUIRED: 28,606 CF ¢ _ 0 TOTAL STORAGE PROVIDED: 29,867 CF ❑ O a W TOTAL RETENTION VOLUME PROVIDED: 29,867 CF 3.1 oF`�55',EN LJJS�N�iy a� `BULGE: j 21097 FOR PIPE THE DISTANCE EQUAL TO ONE W 4/21/2025 DIAMETER---------. HALF THE PIPE DIAMETER, .� O v �4rE OF Wa '� SEE PLANPERPENDICULAR TO THE MIDPOINT S O OF THE LENGTH AND WIDTH. " l/N T. S� 48" BASIN D r U za" T LOOSE RIPRAP '' m �.. •,_ SEE LANDSCAPE PLANS BASIN B FOR COLOR TYPE LU GF BASIN E POND B r I C SECTION FOR J LOOSE RIP-RAP 5 Q (SEE DETAIL BELOW) I G W o "`� `BULGE 108" In I WIDTH BASIN F BASIN A ' V QL U. r I W Z I.. F- °6 D GRADATION 12" / Q 3 F POND A LU BASIN G j Q \ W TURN DOWN 1 FOOT FILTER FABRIC ALL SIDES FILTER FABRIC MIRAFI 18ON OR EQUAL SEE PUBLIC INFRASTRUCTURE BASIN c PERMIT E-2025-001 FOR ALL 2 12" FLARED END RIPRAP OUTLET PROTECTION RIGHT-OF-WAY/PUBLIC ITEMS D 11C.5.1 SCALE:NTS 3 SITE DRAINAGE BASIN MAP C.5.1 SCALE:1"=50' CITY APPROVED PLANS ■ ■ V NSMUST BF ON lOB 5RE FOP ALL INSVFRIONS PAGE 9 HA12024\0-10484-24 elevate acatlemy(tt)-harnsoa sile\pmjecl tlala\02 CAD\2.03 sheet files\w,sbuclion dm,mgs\site plan\C.5.1_DRAINAGE&UTILITIES DETAILS.d g-DRAINAGE&UTILITIES DETAILS- 4/21/2025 09:08am,Nick.Cmfl age 44 O 1 2 3 4 5 rn y II V1 0 Q p R R D N C ks (n NO E O F ry� •d. , M II _ , I I N- I N E j LL ^L _ O 0 4tl 80' O N 2 t O a SCALE I'=40' O 255z - CIO G l 001--G01 -GOl -001 =_uC3-0 l Ol LEGEND 555 i SF SF— SILT FENCE SEE DETAIL THIS SHEET I"'t N I.•. k' 3892 \�/ rc- - -��\ CONSTRUCTION FENCE N W I - - — — PROPERTY BOUNDARY v Z W N lI Z I II W- O 1111 LGD LIMITS OF DISTURBANCE � 0 W Q RETRIEVAL STRAP a�z j tli _ DIRECTION OF EXISTING OVERLAND FLOW L.L D 0 z 10' INLET PROTECTION SEE DETAIL THIS SHEET H�2 Cf=d LL KKQ III A 4, 2 ® PORTABLE TOILET CONTAINMENT O [+ ® JOBSITE DUMPSTER 3891- Ili N CONCRETE WASHOUT AREA U, p 1 II w I II �y 1 3692. \ a a W o OVERFLOW w STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL (PEAK STORM) THIS SHEET w y p w `ae \ / GEOTEXTILE FABRIC INSTALL TEMPORARY INLET PROTECTION AT STORM DRAIN c SEDIMENT ACCUMULATION cD wINLETS,2 BAGS HIGH PER BMP31.ALL SILT TO BE REMOVED O F F REGULARLY(FOR EXISTING AND PROPOSED INLETS) z Z 0 0 0 STABILIZED CONSTRUCTION ENTRANCE PER Al.126 AT Z B 1 Z,' _ O - INLET PROTECTION(PAVED AREA) ENTRANCES AS SHOWN W o r Q �Q _ \V BMP 31 3 CONSTRUCT SILT FENCE/PRESERVATION PER BMP 63-68 z w •.ti I'I i Q \ O , r \ O ao SNo O eHwU O PROVIDE DUST CONTROL FOR ENTIRE SITE.CONCRETE WASHOUT AREAS 4 W p / +aL a NOTE: SEE LANDSCAPE PLAN FOR FINAL STABILIZATION 'i`-uCENSEp��y Lu APPROXIMATE QUANTITY SUMMARY 21097 nl l Q/ 421/2025 III \ / LINEAR FIBER ROLL - �W/ rp I,.r R25' SILT FENCE 383 LF fly SGQ PC' $D• CONSTRUCTION FENCE N T. EARTH DIKE 8 DRAINAGE BWAL L':II Q�� III III—IIII V RIP RAP - O // III M��� HVDROSEEDING FILTER FABRIC J ENTRANCE ILIZED FILTERCONSTRUCTION 2 COARSE AGGREGATE STABILIZED STAGING AREA t \ 1"TG 3" CONCRETE WASH OUT 1 SEDIMENT BASIN k ' - kl STABILIZED CONSTRUCTION ENTRANCE WHEEL WASH // EC-5 INLET PROTECTION 11 3 I , I t. � � I l 9' � \ i `� / CHECK DAM LIMITS OF DISTURBANCE i]AC WOVEN FABRIC SANDBAG FILLED WITH PROJECTACRES x]AC I: C 11 m 3 ' h`a COARSE SAND-MIN WEIGHT 40 LBS. i �w so• 4"PVC PIPE FOR DRAINAGE � J z4�MIN EROSION CONTROL NOTES W O „ 3 2 ____ 1) BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR AREA WILL BE DETERMINED WHEN A NEW STRUCTURE IS PROPOSED FOR CONSTRUCTION. Q 0 z 18"MIN 2) IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMING FLOW FROM Z OUTSIDE SOURCES NOT CONTAINED IN EXISTING FLOW STRUCTURES. (n Q "I-III- 4"PVC PIPE 3 6"MIN 3) FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOCAL AUTHORITY DIAMETER ROCK U 3 _ FLOW - AND OBTAIN APPROPRIATE STORM WATER MANAGEMENT PERMIT. Q 4) INSTALL SILT FENCE AND/OR ENVIRONMENTAL FENCE AROUND PERIMETER OF LL z FRONT VIEW -Ijf-�jf� PROJECT AS INDICATED ON THIS PLAN SHEET. z - - - -"-"- I l ' 1 I no no D o n W O -I 48"MIN 48"MIN 12• 5) INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTING STORM �� DRAIN INLETS ADJACENT TO THE CONSTRUCTION SITE. r 6) CONTRACTOR WILL BEGIN DEMOLITION,GRADING,EXCAVATION,AND O CONSTRUCTING SITE UTILITY IMPROVEMENTS AS NEW DRAINAGE ELEMENTS N I. I CROSS-SECTION ARE COMPLETED,CONSTRUCT SEDIMENT PROTECTION AT ALL NEW INLETS. , LI- SANDBAG BARRIER 7) AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE STABILIZED WITH LLI I I SPC-2 NATIVE GRASS MATERIAL OUTSIDE THE STREET RIGHT OF WAY AND Lu PAVEMENT AREAS OF PARKING AND DRIVEWAY AREAS.SITE STABILIZATION J OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE COMPLETED III I` II EQUAL ALTERNATE:STEEL FENCE POST WITHIN 14 DAYS OF FINISHING AN AREA TO THE FINAL LINES AND GRADES W II ,I INDICATED ON THE GRADING PLAN. 61 LANDSCAPE ESTABLISHMENT REMOVE TEMPORARY MEASURES AND CLEAN I _ FILTER FABRIC MATERIAL 60"WIDE ROLLS.USE 2"X 2"14 GA WIRE STORM DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO PROJECT OWNER. n 9 THE BMPS AND SITE WILL BE MONITORED REGULARLY,ANY ADDITIONAL 13l _-_ STAPLES OR WIRE RINGS TO ATTACH FABRIC FABRIC OR EQUIV. FILTER FABRIC MATERIAL ) BMPS THAT ARE NEEDED WILL BE DETERMINED DURING REGULAR TO WIRE INSPECTIONS AND INSTALLED ACCORDING TO SPECIFICATIONS. > 2"X 2"14 GA WIRE 10) CONTRACTOR TO UTILIZE STABILIZED CONSTRUCTION ENTRANCE FOR FABRIC OR EQUIV. VEHICLE TIRE WASH,AS NECESSARY. _4 f N D O OOO OO OC 0 OO OOO OO OO OO 0OO. s PROVIDE 3/4"-1 1/2"WASHED GRAVEL \, BACKFILL IN TRENCH AND ON BOTH SIDES OR FILTER FENCE FABRIC ON 0( THE THE SURFACE BURY BOTTOM OF FILTER MATERIAL IN 2"X 4"WOOD POST ALT: 8"X 12"TRENCH STEEL FENCE POSTS C. APPROVEDLANSMU TBEON PLANS ■ ■O SILT FENCE PANS MUST BE ONIOBSRE BMP 63-68 FOR ALL INBPERIONS PAGE 12 HA12024\0-10484-24 elevate acatlemy(tt)-harnson siteWmlect tlata\02 CAD2.D3 sheet Fles\construdon tlmwings\site plan\C.8.0_EROSION CONTROL.d g-C.8.0 EROSION CONTROL-4/21/2025 09:09am,Nick.Cmft age 45O STRUCTURAL ABBREVIATIONS SHEET INDEX # NUMBER MIN MINIMUM CURRENT & AND MISC MISCELLANEOUS - SHEET CURRENT REVISION �Sg\ONAL E,yc/ @ AT NITS NOT TO SCALE - NUMBER SHEET NAME REVISION DATE 0 DIAMETER OC ON CENTER _ _ s0.01 structural cover sheet _ ALT ALTERNATE OD OUTSIDE DIAMETER s0.02 general notes 18 8 s0.03 general notes r ARCH ARCHITECT OPP OPPOSITEqpF tpP� _ - --- - - - - s1.01 foundation plan ARCHITECTURAL q/ 0� OSB ORIENTED STRAND BOARD _ BOD BOTTOM OF DECK PERP PERPENDICULAR s1.02 second Floor framing plan M RIS G BPL BASE PLATE PL PLATE - s1.03 roof framing plan -- s2.01 brace frame 0 CONTROLJOINT PT POSTTENSIONED _ !'�Q�� CONSTRUCTION JOINT PRESSURE TREATED -- - - r T [ \ Ll �" s3.01 wall sectio selevations CL CENTER LINE REINF REINFORCE - _ s3.02 wall sections CLR CLEAR REINFORCED _ - - - 1 Y� �., - �-7 s4.01 enlarged plans wo CMU CONCRETE MASONRY UNITS REQD REQUIRED EMENT - // - Ll f , I� s5.01 concrete details CONN CONNECTION SCHED SCHEDULE _ - s5.02 foundation details CONIC CONCRETE - _ --- s5.03 foundation details REINFORCING _ CONT CONTINUOUS -_--- - s5.21 masonry details DIA DIAMETER SHTHG SHEATHING ® ttt"' s5.22 masonry details El EXPANSION JOINT SIM SIMILAR s5.31 steel details H EL ELEVATION ---------------- SPEC SPECIFICATION ® _ �, - - •, s5.32 steel details - ELEC ELECTRICAL STD STANDARD l ___ s5.33 steel details EMBED EMBEDMENT STRUCT STRUCTURAL ---1I s5.34 steel details EQ EQUAL T&B TOP AND BOTTOM s5.51 cold formed details EQUIP EQUIPMENT T&G TONGUE AND GROOVE s5.52 cold formed details EXST,(E) EXISTING THRU THROUGH s6.01 Ischedules EXT EXTERIOR TOB TOP OF BEAM FTG FOOTING TOC TOP OF CONCRETE GENERAL SYMBOL LEGEND STRUCTURAL SYMBOL LEGEND GA GAGE OR GAUGE TOCP TOP OF CONCRETE PIER GC GENERAL CONTRACTOR TOF TOP OF FOOTING HORIZ HORIZONTAL TOM TOP OF MASONRY SLOPE DIRECTION(DOWN) 5.5 FD FLOOR/ROOF DECK,SEE SCHEDULE 9/s6.01 NUMBER OF HEADED SHEAR STUDS TOP TOP OF PARAPET REQD OR NUMBER OF STUDS PER EACH CAMBER UP ID INSIDE DIAMETER BAY IF SPECIAL STUDS ARE REQD TICS TOP OF STEEL F#,CF#,MF# DENOTES FOOTING TYPE,SEE SCHEDULE: 1/s6.01 JB JOIST BEARING SPAN DIRECTION 2x LONG LONGITUDINAL TOW TOP OF WALL -� .1 W1 19(10]OR[2,4,4, LT MAXTRANS TRANVERSE LIGHT WEIGHT CP## DENOTES CONCRETE PIER,SEE SCHEDULE: 2/s6.01 DISC BEAM TWS THREADED WELD STUD � MISCELLANEOUS ELEVATION X MAXIMUM DESIGNATIONA*M MECH MECHANICAL TYP TYPICAL CW## DENOTES CONCRETE WALL,SEE SCHEDULE: 4/s6.01 N N N N N UNO UNLESS NOTED OTHERWISE A ELEVATION REFERENCE MFD MANUFACTURED u,IPisdIL.L.aaP.iNaw .•,BB MFG MANUFACTURING VERT VERTICAL BPL# DENOTES BASE PLATE TYPE,SEE SCHEDULE:8/s6.01 EQUAL SPACED�' �' �' �'EQ EQ EQ �' n�a EQ MFR MANUFACTURER VIP VERIFY IN FIELD JOISTS UNO � �� WP WORK POINT A MW## DENOTES MASONRY WALL,SEE SCHEDULE:7/s6.01 SECTION CUT F7� ON PLAN STRUCTURAL UNITS �� ML## DENOTES MASONRY LINTEL,SEE SCHEDULE:6/s6.01 H LB POUND SLIP CRITICAL H F DETAIL CUT CONNECTION This document is the FT/LB FOOT POUND CJ DENOTES MASONRY CONTROL JOINT LOCATION COORDINATE property of erstad K KIP(1000 LBS) WITH ARCHITECTURAL FOR LOCATIONS.FOR CONSTRUCTION, ARCHITECTS and is SEE DETAIL:3/s5.21 protected by U.S. and KSI KIPS PER SQUARE INCH * international lows. Use, PCF POUNDS PER CUBIC FOOT reproduction, or 0 A REVISION DENOTES RECESS,SLOPED,OR STEPPED FLOOR ELEVATIONS. FULL DEPTH PLATE 3/s5.31 DEEP JOIST SEAT modification of this PLF POUNDS PER LINEAL FOOT COORDINATE SIZE AND LOCATION WITH ARCHITECT. 0 18K or 24LH document without first PSF POUNDS PER SQUARE FOOT SEE DETAIL:5/s5.02 obtaining written PSI POUNDS PER SQUARE INCH 0 S '-0' EMBED PLATE,SEE 17/s5.22 STANDARD JOIST CALLOUT permission of erstad Q __ FINISH FLOOR OR 18/s5.22 ARCHITECTS is SF SQUARE FOOT ELEVATION S S- DENOTES STEP IN FOOTING.SEE:3/s5.02 This document may prohibited be MOMENT CONNECTION used in any unauthorized BOD X'-X" DENOTES BOTTOM OF DECK ELEVATION.WORK POINT IS A SLIP CRITICAL 1/s5.31 SEE 10/s5.32 manner. 02024 STRUCTURAL ORGANIZATIONS CHANGE(STEP) PROJECTION UP FROM OUTSIDE FACE OF STRUCTURAL WALL. ACI AMERICAN CONCRETE INSTITUTE IN ELEVATION AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION 000# ROOF SUPPORTED MECHANICAL UNIT WITH OPERATING WEIGHT. AISI AMERICAN IRON AND STEEL INSTITUTE PROVIDE FULL DEPTH BRIDGING BETWEEN MAIN FRAMING UNDER ANSI AMERICAN NATIONAL STANDARDS INSTITUTE MECHANICAL UNIT CURB.COORDINATE EXACT LOCATION,SIZE AND NUMBER OF DECK PENETRATIONS WITH MECHANICAL.FOR TYPICAL IA r APA AMERICAN PLYWOOD ASSOCIATION SUBFRAMING AT OPENINGS,SEE 9/s5.32 V� C ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS MIII BOTTOM FLANGE AWS AMERICAN WELDING SOCIETY L--- ROOF HUNG MECHANICAL WITH OPERATING WEIGHT.PROVIDE I Ak M L000#L UNIT SUPPORT,SEE: 14/s5.31 i CONNECTION, `V 00 SEE 4/s5.31 �� HORIZONTAL BRACE OR 7/s5.31 DENOTES SNOW DRIFT,SEE SCHEDULE: 1/s0.02 FIFE INDICATES FINISH FLOOR ELEVATION, }+ COORDINATE WITH ARCH 1ST FLOOR FIFE=100'-0" 2ND FLOOR FFE=114'-0" •� GENERAL NOTES E GENERAL REQUIREMENTS GENERAL REQUIREMENTS(CONY) GENERAL REQUIREMENTS(CONY) W O o GOVERNING CODE:THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY TEMPORARY SHORING AND BRACING:THE CONTRACTOR IS RESPONSIBLE FOR THE ALTERNATES:ALTERNATE PRODUCTS OF SIMILAR STRENGTH,NATURE AND FORM FOR THE"INTERNATIONAL BUILDING CODE(IBC)",2018 EDITION,HEREAFTER REFERRED TO AS STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL SPECIFIED ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION TO THE IBC,AS ADOPTED AND MODIFIED BY THE LOCAL BUILDING DEPARTMENT WITH PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. THE ARCHITECT/ENGINEER FOR REVIEW.ALTERNATE MATERIALS THAT ARE SUBMITTED AUTHORITY HAVING JURISDICTION. SUCH MEASURES SHALL INCLUDE(BUT ARE NOT LIMITED TO):BRACING AND SHORING FOR WITHOUT ADEQUATE TECHNICAL DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM U O LOADS DUE TO HYDROSTATIC,EARTH,WIND OR SEISMIC FORCES,CONSTRUCTION THE DESIGN INTENT OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT REVIEW. REFERENCE STANDARDS:REFER TO CHAPTER 35 OF IBC.WHERE OTHER STANDARDS ARE EQUIPMENT,ETC IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED NOTED IN THE DRAWINGS,USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR UNLESS AUTHORIZED BY THE OWNER. DATE IS INDICATED.REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THE EXECUTING IT PROPERLY.THE CONTRACTOR SHALL AT HIS DISCRETION EMPLOY A }i CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD.ALL SPECIFICATIONS AND REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF ANY TEMPORARY BRACING AND MECHANICAL,PLUMBING AND ELECTRICAL ANCHORAGE:ANCHORAGE AND SUPPORT OF A! L CODES NOTED SHALL BE THE LATEST APPROVED EDITIONS AND REVISIONS BY THE SHORING. MECHANICAL AND ELECTRICAL EQUIPMENT,PIPING AND DUCTWORK IS TO BE DESIGNED BY / o AUTHORITY HAVING JURISDICTION OVER THIS PROJECT. OTHERS.SEE ASCE 7-10 SECTION 13.2 AND TABLE 13.2-1.USE ISOLATORS,FASTENERS AND 0 CONSTRUCTION LOADS:CONSTRUCTION LOADS AND MATERIALS SHALL BE SPREAD OUT BRACING APPROVED BY ICC-ES REPORT CAPABLE OF TRANSMITTING CODE REQUIRED A\ SPECIFICATIONS:REFER TO THE PROJECT SPECIFICATIONS ISSUED AS PART OF THE WHEN PLACED ON FRAMED FLOORS OR ROOFS.LOADS ON THE STRUCTURE DURING LATERAL LOADS.ALL SUSPENDED EQUIPMENT IS TO BE SECURED WITH LATERAL BRACING. r CONTRACT DOCUMENTS FOR INFORMATION SUPPLEMENTAL TO THESE DRAWINGS. CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA SEETHE LATEST EDITION OF"GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL w, (V AND LOADS BELOW OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTION AS SYSTEMS"BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL W (� OTHER DRAWINGS:REFER TO THE ARCHITECTURAL,MECHANICAL,ELECTRICAL,CIVIL AND DETERMINED BY THE CONTRACTOR'S PROFESSIONAL ENGINEER FOR BRACING/SHORING. ASSOCIATION. PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO: DIMENSIONS,ELEVATIONS,SLOPES,DOOR AND WINDOW OPENINGS,NON-BEARING WALLS, CHANGES IN LOADING:THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE SER OF OBSERVATION VISITS:OBSERVATION VISITS(SITE VISITS)BY REPRESENTATIVES OF STAIRS,FINISHES,DRAINS,WATERPROOFING,RAILINGS,CURBS,DEPRESSIONS, ANY ARCHITECTURAL,MECHANICAL,ELECTRICAL,OR PLUMBING LOAD IMPOSED ONTO THE ARCHITECT/STRUCTURAL ENGINEER DO NOT INCLUDE INSPECTION OF CONSTRUCTION MECHANICAL UNIT LOCATIONS,AND OTHER NON-STRUCTURAL ITEMS. STRUCTURE THAT DIFFERS FROM,OR THAT IS NOT DOCUMENTED ON THE ORIGINAL MEANS AND METHODS.SITE VISITS DURING CONSTRUCTION ARE NOT CONTINUOUS AND CONTRACT DOCUMENTS(ARCHITECTURAL/STRUCTURAL/MECHANICAL/ELECTRICAL OR DETAILED INSPECTION SERVICES(WHICH ARE TO BE PERFORMED BY OTHERS). STRUCTURAL DETAILS:THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE PLUMBING DRAWINGS).PROVIDE DOCUMENTATION OF LOCATION,LOAD,SIZE AND OBSERVATIONS ARE PERFORMED SOLELY FOR THE PURPOSE OF DETERMINING IF THE revision: GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 300 POUNDS.PROVIDE MARKED- CONTRACTOR UNDERSTANDS DESIGN INTENT SHOWN IN THE CONTRACT DRAWINGS. no. desc. date DETAILS OF THE WORK. DETAILS,SECTIONS,AND NOTES SHOWN ON THESE DRAWINGS ARE UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW EQUIPMENT OR LOADS NOT OBSERVATIONS DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND ARE NOT TO BE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR CONDITIONS ELSEWHERE UNLESS PREVIOUSLY DOCUMENTED.SUBMIT PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW AND CONSTRUED AS SUPERVISION OR VERIFICATION OF CONSTRUCTION. OTHERWISE SHOWN OR NOTED. IF LOCATIONS ARE FOUND WHERE NO TYPICAL DETAIL, APPROVAL PRIOR TO INSTALLATION. TYPICAL SCHEDULE,OR SPECIFIC DETAIL APPLIES,NOTIFY THE ARCHITECT/STRUCTURAL SHOP DRAWINGS:SHOP DRAWINGS SUBMITTED TO THE STRUCTURAL ENGINEER FOR ENGINEER. ROOF DRAINAGE:THE ROOF DRAINAGE SYSTEM SHALL BE DESIGNED SO THAT RAINWATER REVIEW SHALL CONSIST OF(1)ELECTRONIC PDF SET OR(1)MARKUP SET(FOR OUR LOADS DO NOT EXCEED THE ROOF SNOW OR LIVE LOADS AS SHOWN IN THE DESIGN RECORDS)AND(1)REPRODUCIBLE SET.NO MODIFICATIONS OR SUBSTITUTION OF STRUCTURAL RESPONSIBILITIES:THE STRUCTURAL ENGINEER(SER)IS RESPONSIBLE FOR CRITERIA AND LOADS SECTION. DRAWINGS AND SPECIFICATIONS WILL BE ACCEPTED VIA SHOP DRAWING REVIEW. THE STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED FORM.THE STRUCTURAL DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE NOTE PRIORITIES:PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON 1. CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMISSION TO CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE THE ARCHITECT/STRUCTURAL ENGINEER.CONTRACTOR SHALL REVIEW FOR DURING CONSTRUCTION. STRUCTURAL GENERAL NOTES AND PROJECT SPECIFICATIONS. COMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS. project: 231106 2. SUBMIT SHOP DRAWINGS TO THE ARCHITECT/STRUCTURAL ENGINEER AS INDICATED COORDINATION:THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND DISCREPANCIES:IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, OR SPECIFIED FOR REVIEW PRIOR TO FABRICATION.REVIEW WILL BE FOR GENERAL date: 02.1 1.25 ACCURACY OF THE WORK;FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND SPECIFICATIONS PLAN/DETAILS OR REFERENCE STANDARDS,THE ARCHITECT/ENGINEER CONFORMANCE WITH DESIGN INTENT CONVEYED IN THE CONTRACT DOCUMENTS. DIMENSIONS;FOR SELECTING FABRICATION PROCESSES;FOR TECHNIQUES OF ASSEMBLY; SHALL DETERMINE WHICH SHALL GOVERN.DISCREPANCIES SHALL BE BROUGHT TO THE 3. WHEN AN ENGINEER IS REQUIRED TO SIGN AND STAMP SHOP DRAWINGS AND AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER. ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK.SHOULD CALCULATIONS,ENSURE SEAL INDICATES ENGINEER AS BEING REGISTERED IN THE ANY DISCREPANCY BE FOUND IN THE CONTRACT DOCUMENTS,THE CONTRACTOR WILL BE STATE OF THE PROJECT SITE. DIMENSIONS:DO NOT SCALE THE DRAWINGS.THE CONTRACTOR SHALL VERIFY ALL DEEMED TO HAVE INCLUDED IN THE PRICE THE MOST EXPENSIVE WAY OF COMPLETING THE 4. SHOP DRAWINGS ARE NOT A PART OF CONTRACT DOCUMENTS.THEREFORE, DIMENSIONS PRIOR TO STARTING CONSTRUCTION.THE ARCHITECT SHALL BE NOTIFIED OF WORK,UNLESS PRIOR TO THE SUBMISSION OF THE PRICE,THE CONTRACTOR ASKS FOR A ARCHITECT'S/STRUCTURAL ENGINEER'S REVIEW DOES NOT CONSTITUTE AN permit set ANY DISCREPANCIES OR INCONSISTENCIES.STRUCTURE NOTED IN THE DRAWINGS AS DECISION FROM THE ARCHITECT AS TO WHICH SHALL GOVERN.ACCORDINGLY,ANY AUTHORIZATION TO DEVIATE FROM TERMS AND CONDITIONS OF THE CONTRACT. EXISTING SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCIES SHALL CONFLICT IN OR BETWEEN THE CONTRACT DOCUMENTS SHALL NOT BE A BASIS FOR 5. SHOP DRAWINGS WILL BE REJECTED FOR INCOMPLETENESS,LACK OF COORDINATION BE REPORTED TO THE ARCHITECT/STRUCTURAL ENGINEER. ADJUSTMENT IN THE CONTRACT PRICE. WITH OTHER PORTIONS OF CONTRACT DOCUMENTS,LACK OF CALCULATIONS(IF REQUIRED),OR WHERE MODIFICATIONS OR SUBSTITUTIONS ARE INDICATED WITHOUT MEANS,METHODS AND SAFETY REQUIREMENTS:THE CONTRACTOR IS RESPONSIBLE FOR SITE VERIFICATION:THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR REVIEW PER PARAGRAPH ABOVE. THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS AT THE SITE.CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL 6. SUBMIT SHOP DRAWINGS AND CALCULATIONS TO GOVERNING CODE AUTHORITY WHEN SUCH AS OSHA(OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION)AND DOSH BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH SPECIFICALLY INDICATED OR REQUESTED. (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH).THE CONTRACTOR IS TO PROVIDE THE WORK.THE CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND 7. MAINTAIN A COPY OF ALL SHOP DRAWINGS REVIEWED BY THE ARCHITECT/STRUCTURAL structural ADEQUATE EXCAVATION PROCEDURES,SHORING,BRACING AND ERECTION PROCEDURES EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS ENGINEER AT SITE DURING CONSTRUCTION PERIOD. Q CITY APPROVED PLANS COMPLYING WITH NATIONAL,STATE AND LOCAL SAFETY ORDINANCES. CESSPOOLS,CISTERNS,FOUNDATIONS,UTILITIES,ETC IF ANY SUCH STRUCTURES ARE 8. STRUCTURAL ENGINEER REQUIRES 10 WORKING DAYS AFTER RECEIPT OF SHOP cover sheet FOUND,NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY. DRAWINGS AND CALCULATIONS FOR PROCESSING. PUNS MUST BE ON JOB SITE 9. REPRODUCTION OF ANY PORTION OF THE STRUCTURAL CONTRACT DRAWINGS FOR FOR ALL INSPECTIONS ADJACENT UTILITIES:THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED.SHOP DRAWINGS PRODUCED IN 0 O ADJACENT UNDERGROUND UTILITIES PRIOR TO EARTH-WORK,FOUNDATIONS,SHORING, SUCH A MANNER WILL BE REJECTED AND RETURNED. AND EXCAVATION.ANY UTILITY INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS ■ AND DETAILS ARE INTENDED FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. Page 46 of 180 MUSGROVE ENGTNEERTNG,P.A. t 2 4 s.��o0 Wxy ��SION e ENS 208.384 0585 W5 Wm 251h S.nel 1d Fa14,ID 83402 1766 208.523.2M2 www.mu.Bm cp..mm 2,112025 0 ELECTRICAL LEGEND — LIGHTING DEVICES ONE LINE FIRE ALARM ELECTRICAL `��EaT""` A'00F � REFERENCE FIXTURE SCHEDULE FOR MOUNTING TYPE,MOUNTING HEIGHT, S1 SWITCH,TYPE AS INDICATED.+46"AFF 0 PULL STATION,+44"AFF WITH PRE-ALARM COVER ABBREVIATIONS AND FIXTURE TYPE. 2 DOUBLE POLE DELTA WYE TRANSFORMER UNO ® DOUBLE FACE EXIT SIGN,CEILING MOUNTED,PROVIDE UNSWITCHED 3 3-WAY � Ell FIRE ALARM HORN,+84"AFF UNO A AMPERES CONDUCTOR. 4 4-WAY �..® WALL MOUNTED DOUBLE FACE EXIT SIGN PROVIDE UNSWITCHED K KEYEDI I�-L5 FIRE ALARM STROBE,+14"AFF UNO,STROBE INTENSITY INDICATED.'C' AFF ABOVE FINISHED FLOOR CONDUCTOR.MOUNT AT+8'-G"UNO. P PLOT LIGHT PANEL I�-� INDICATES CEILING MOUNTED D DMMER NAME PANEL BOARD,SEE SCHEDULE FOR TYPE AND SIZE AFG ABOVE FINISHED GRADE ® SINGLE FACE EXIT SIGN,CEILING MOUNTED PROVIDE UNSWITCHED HP HORSEPOWER RATED vO LTAGE IlUS FIRE ALARM HORN/STROBE+84"AFF,UNO,STROBE INTENSITY CONDUCTOR. TO THERMAL OVERLOAD PHASE I�I INDICATED.'GINDICATES CEILING MOUNTED AF AMP FRAME LV LOW VOLTAGE AC AMPS INTERRUPTING CAPACITY F0 WALL MOUNTED SINGLE FACE EXIT SIGN PROVIDE UNSWITCHED OS OCCUPANCY SENSOR E0 FIRE ALARM BELL,+84"AFF UNO.'C'INDICATES CEILING MOUNTED AT AMP TRIP ATS AUTOMATIC TRANSFER SWITCH CONDUCTOR.MOUNT AT+B'-O'UNO. OR LOW VOLTAGE,MOMENTARY OVERRIDE I ##A CIRCUIT BREAKER,SIZE AND POLES INDICATED AWG AMERICAN WIRE GAUGE ARROW INDICATES DIRECTION TO BE SHOWN ON SIGN. VS VACANCY SENSOR 1 Fs FIRE ALARM SPEAKER,+84"AFF,UNO.'C'INDICATES CEILING MOUNTED a SUPERSCRIPT INDICATES LIGHTS f #P BD BOTTOM OF DECK 0 1'X1'LIGHT FIXTURE. TO BE SWITCHED TOGETHER BS BOTTOM OF STRUCTURE F 1'Xi'LIGHT FIXTURE,PROVIDE EMERGENCY BALLAST CONNECTED TO � DUAL LEVEL SWITCHING,INSIDE AND OUTSIDE LAMPS OF FIXTURE � C CEILING MOUNTED 0 ##A FUSE,SIZE AND TYPE INDICATED,PROVIDE FUSE FOR EACH POLE SPEAKER STROBE,+84"AFF UNO.'C'INDICATES CEILING MOUNTED TO BE SWITCHED SEPARATELY. AN UNSWITCHED CONDUCTOR. OM END OF LINE RESISTOR CB CIRCUIT BREAKER Sas DUAL LEVEL SWITCHING WITH OCCUPANCY SENSOR,INSIDE AND CF COMPACT FLUORESCENT TRACK LIGHT OUTSIDE LAMPS OF FIXTURE TO BE SWITCHED SEPARATELY. I CM FLOW SWITCH,PROVIDE MONITOR MODULE AS REQUIRED #kA INTERRUPTER SWITCH,SIZE AND POLES INDICATED CKT CIRCUIT SINGLE CONVENIENCE OUTLET,+18^AFF UNO 1'X4'LIGHT FIXTURE. ® r #P © TAMPER SWITCH,PROVIDE MONITOR MODULE AS REQUIRED CO CONDUIT ONLY PROVIDE PULL-LINE FLOOR MOUNT SINGLE CONVENIENCE OUTLET CT CURRENT TRANSFORMER 1'X4'LIGHT FIXTURE,PROVIDE EMERGENCY BALLAST CONNECTED TO CTL CONTROL AN UNSWITCHED CONDUCTOR. I ® PRESSURE SWITCH,PROVIDE MONITOR MODULE AS REQUIRED DUPLEX CONVENIENCE OUTLET,+18"AFF UNO � DC DIRECT CURRENT Z)W LIGHT FIXTURE. ® D DEMOLITION FLOOR MOUNT DUPLEX CONVENIENCE OUTLET FUSED SWITCH,SIZE/POLES AND FUSE SIZE INDICATED DEMO DEMOLITION #p Fm FIRE SYSTEM ANNUNCIATOR,FLUSH MOUNTED+54"UNO DIET DETAIL 2'X4'LIGHT FIXTURE,PROVIDE EMERGENCY BALLAST CONNECTED TO EMERGENCY DUPLEX CONVENIENCE OUTLET,+18'AFF UNO T SA POST INDICATOR VALVE,PROVIDE MONITOR MODULE AS REQUIRED AN UNSWITCHED CONDUCTOR. ® EMERGENCY SWITCHED DUPLEX CONVENIENCE OUTLET,+18"AFF UNO ##A DRAW OUT CIRCUIT BREAKER,SIZE AND POLES INDICATED E EXISTING 2'XZ LIGHT FIXTURE. # On ELECTROMAGNETIC DOOR HOLDER EC ELECTRICAL CONTRACTOR ® FLOOR MOUNTED SWITCHED DUPLEX CONVENIENCE OUTLET El RELAY 2'XZ LIGHT FIXTURE,PROVIDE EMERGENCY BALLAST CONNECTED TO MI CONTROL MODULE FUTURE AN UNSWITCHED CONDUCTOR. INDI NEMAVIDUALBREA 1 UNO KER WITH SHUNT TRIP,SIZE AND POLES FACP FIRE ALARM CONTROL PANEL INDICATED. FOURPLEX CONVENIENCE OUTLET.+18'AFF UNO %� ® MONITOR MODULE o DIRECT/INDIRECT LIGHT FIXTURE.SEE SCHEDULE FOR LENGTH. ;P G/GND GROUND ® FLOOR MOUNT FOURPLEX CONVENIENCE OUTLET m FIRE ALARM KNOX BOX GFCI GROUND FAULT CIRCUIT INTERRUPTER GFI GROUND LT INTERRUPTER DIRECT/INDIRECT LIGHT FIXTURE.SEE SCHEDULE FOR LENGTH. ® CONNECTION POINT TO EQUIPMENT SPECIFIED,ELECTRICAL INDIVIDUAL BREAKER,SIZE AND POLES INDICATED.NE-1 UNO m FIRE ALARM CONTROL PANEL HH HAND v 25A m NAC EXTENDER PANEL PROVIDE EMERGENCY BALLAST CONNECTED TO AN UNSWITCHED CONTRACTOR TO SUPPLY RACEWAY AND CONDUCTORS AND MAKE HID HIGH INTENSITY DISCHARGE CONDUCTOR FINAL CONNECTION TO EQUIPMENT UNDER THIS SECTION.UNO P FIRE/SMOKE DAMPER HOA HAND-OFF-AUTO HPS HIGH PRESSURE SODIUM m STRIP FLUORESCENT LIGHT FIXTURE.SEE SCHEDULE FOR LENGTH. F LED INDICATOR LIGHT,CEILING MOUNTED UNO HVAC HEATING,VENTILATION,&AIR CONDITIONING FLOOR MOUNTED CONNECTION POINT,SEE NOTE ABOVE FOR Gpp GROUND FAULT PROTECTION REQUIREMENTS �'j LED INDICATOR LIGHT WITH TEST SWITCH,CEILING MOUNTED UNO IG ISO ® STRIP FLUORESCENT LIGHT FIXTURE.SEE SCHEDULE FOR LENGTH. FLOOR MOUNTED JUNCTION BOX IPCO IDAHO POWER COMPANY PROVIDE EMERGENCY BALLAST CONNECTED TO AN UNSWITCHED ® TRANSIENT VOLTAGE SURGE SUPPRESSION SD DUCT-MOUNTED SMOKE DETECTOR J-BOX JUNCTION BOX CONDUCTOR m JUNCTION BOX ®—ADJUSTABLE BREAKER SETTINGS KA KILOAMP This document is the COM WALL MOUNTED LIGHT FIXTURE. WALL MOUNTED PUSH BUTTON,MOUNT AT SWITCH HEIGHT UNO (PER SPECIFICATIONS): OF SMOKE DETECTOR,CEILING MOUNTED LND KVA KILOVOLT-AMP property of erstad 'U.LONGTIME # H HEAT WIN KILOWATT ARCHITECTS and is I___M WALL MOUNTED LIGHT FIXTURE,PROVIDE EMERGENCY BALLAST .1.-SHORT protected by U.S. and IQHC WALL MOUNTED PUSH BUTTON,HANDICAPPED MOUNT AT SWITCH I'-INSTANTANEOUS I IONIZATION 'G'-GROUND FAULT CONNECTED TO AN UNSWITCHED CONDUCTOR. HEIGHT UNO ID INDUCT LCP LIGHTING CONTROL PANEL international laws. Use,WALL MOUNTED PUSH BUTTON,MOUNT AT SWITCH HEIGHT UNO 'R'-ENERGY REDUCING MAINTENANCE SWITCH WISTATUS INDICATOR P PHOTOELECTRIC reproduction, or MB MAIN BREAKER modification of this R RELAY RECESSED LIGHT FIXTURE � � WG PROVIDE PROTECTIVE WIRE GUARD MBR MAIN CIRCUIT BREAKER document without first GROUND BS,BR BEAM DETECTOR,SENDER&RECEIVER MCC MOTOR CONTROL CENTER obtaining written 0 RECESSED LIGHT FIXTURE.PROVIDE EMERGENCY BALLAST MOTOR STARTER/CONTACTOR,SIZFIPOLES NEMAI UNO AS INDICATED = MDP MAIN DISTRIBUTION PANEL permission of erstad CONNECTED TO AN UNSWITCHED CONDUCTOR. ® ❑ L ONLY ARCHITECTS is prohibited. ST SHUNT TRIP COIL MMC MODULAR METERING CENTER COMBINATION STARTER AND DISCONNECT,SIZEIPOLES,STARTER SIZE HALIDEMETAL This document may not l O ROUND LIGHT FIXTURE AS INDICATED,NEMAI UNO MOTOR COMMUNICATIONS MSG MAIN SWITCH BOARD used m any unauthorized MTG MOUNTING manner. ®2022 O ROUND EMERGENCY LIGHT FIXTURE 10 JA N NEUTRAL FUSED DISCONNECT SWITCH,SIZE/POLES,FUSE SIZES AS INDICATED, 3P DISCONNECT SWITCH,SIZE AND POLES INDICATED.NEMA 1 UNO N NEW EP NEMA1 UNO TELEPHONEIDATAOUTLET,+18"AFFUNO,FOUR-SQUARE DEEP TYPE INC NORMALLY CLOSED .O WALL MOUNTED LIGHT FIXTURE. #D,#T BOX WITH SINGLE GANG MUDRING.WITH QUANTITY OF DATA(#D)AND NEC NATIONAL ELECTRICAL CODE NON-FUSED DISCONNECT SIZE/POLES AS INDICATED,NEMA 1 UNO TELEPHONE(#T)CABLES INDICATED NIC NOT IN CONTRACT .Q WALL MOUNTED EMERGENCY LIGHT FIXTURE. ❑4 NIL NIGHT LIGHT OVERHEAD SERVICE DROP NO NORMALLY OPEN .0 POLE LIGHT 1 HEAD WITH POLE T THERMOSTAT+46"AFF PROVIDE CONDUIT,J-BOX,CONDUCTORS AS ® FLOOR MOUNTED TELEPHONFIDATA OUTLET NTS NOT TO SCALE N 0 Oc TIME CLOCK REQUIRED TO CONTROL ASSOCIATED UNITS.UNO COORDINATE WITH XXXNXP DIVISION 15. GENERATOR SET,MAIN BREAKER SIZE INDICATED IC INTERCOM OR OVERHEAD M OS OCCUPANCYSENSOR (� ® PHOTO CONTROL CELL LOCATED 12'ABOVE ROOF FACING NORTH. B POWER POLE-DUAL CHANNEL SP CEILING MOUNTED SPEAKER WITH BACKBOX 00 OCCUPANCY SENSOR.PROVIDE RELAYS AND POWER PACKS AS AUTOMATIC TRANSFER SWITCH(AT$) P POLES �� ® ❑T TRANSFORMER SP WALL MOUNTED SPEAKER,WITH BACKBOX+80"UNO PC PHOTO-CONTROL REQUIRED � PVC POLYVINYL CHLORIDE Q LED DRIVER G PANELBOARD.SEE SCHEDULE FOR TYPE. METER AND BASE VOLUME CONTROL, N SWITCH HEIGHT UNO.FOUR-SQUARE PWR POWER DEEP TYPE BOX WITHH SINGLE GANG MUDRING RE: REFERENCE � EMERGENCY EGRESS LIGHTING WITH OUT FIXTURE HEADS. REC RECEPTACLE m EQUIPMENT CABINET,SURFACE MOUNTED NEUTRAL SQUARE TYPE BOX WITH R RELOCATED CONNECT TO AN UNSWITCHED CONDUCTOR. TELEVISION OUTLET,+18"AFF UNO.FOUR❑ EMERGENCY EGRESS LIGHTING.CONNECT TO AN UNSWITCHED m EQUIPMENT CABINET FLUSH MOUNTED �T TRANSFORMER SINGLE GANG MUDRING SF I SQUARE FEET CONDUCTOR. CEILING MOUNTED TELEVISION OUTLET l a ��t�Iyy,� TBD TO BE DETERMINED XXX INDICATES FIXTURE TYPE.REFER TO FIXTURE SCHEDULE. U� SURFACE MULTI-OUTLET RACEWAY TOR TIME DELAY RELAY PAD MOUNT TRANSFORMER TELEPHONE TERMINAL BOARD TK TOE KICK Ho EXTERIOR WALL PACK TTB TSP TWISTED SHIELDED PAIR e## MECHANICAL EQUIPMENT CALL OUT TRT TRIPLE VIBE FO EMERGENCY EXTERIOR WALL PACK.PROVIDE EMERGENCY BALLAST TTB TELEPHONE TERMINAL BOARD CONNECTED TO AN UNSWITCHED CONDUCTOR (TYO KITCHEN EQUIPMENT CALLOUT P. TYPICAL UC UNDERCABINET O O UG UNDERGROUND }E L U.N.O. I UNLESS NOTED OTHERWISE (� NOTE: THIS IS A STANDARD LIST OF COMMONLY USED ELECTRICAL SYMBOLS. MBOLS SHOWN MAY NOT HAVE BEEN USED IN THIS CIRCUITING SYMBOLS V VOLT SECURITY SOME OF THE SY '+ V DRAWING PACKAGE. VA VOLT-AMPERE V ❑� CCTV CAMERA POWER SUPPLY DESIGNATES CIRCUIT ON CURRENT W WATT EMERGENCY SOURCE CARRYING WG WIRE GUARD O CCTV SYSTEM POWER SUPPLY CONDUCTORS WP WEATHER PROORNEMA 3R UNMARKED CIRCUIT NEUTRAL CONDUCTORS PROVIDEDI PROVIDE AND INSTALL I PROVIDED AND �--L, IS CONCEALED IN CEILING OR WALL. PROVIDE BY INSTALLED BY/PROVIDE AND INSTALL ADJUSTABLE CAMERA MAINTAIN CONDUIT AND CONDUCTOR GROUNDING CONDUCTOR INSTALLED/ }+ FIXED CAMERA SIZETHROUGHOUT ENT IRE CIRCUIT. INSTALL NOTE: THIS IS A STANDARD LIST OF COMMONLY USED CAMERA IN OUTDOOR HOUSING BEGINNING OF INDIVIDUAL ELECTRICAL ABBREVIATIONS.SOME OF THE ^+ C3 CIRCUIT(S),CIRCUIT NUMBERS) PANEL NAME ABBREVIATIONS SHOWN ABOVE MAY NOT BE Y/ A`T ADJUSTABLE CAMERA(PAN/TILT/ZOOM)IN OUTDOOR HOUSING INDICATED. CIRCUIT# USED IN THIS DRAWING PACKAGE. e:4 6 EM A-2,4,, 4) N ' V CCTV OUTLET,+18"UNO OCEILING MOUNTED CCTV OUTLET CONDUIT DOWN/7�CONDUIT UP PANEL HOMERUN.(314"-2#12,1#12G CONDUCTORS UNO) ELECTRICAL SHEET INDEX ❑K SECURITY SYSTEM KEYPAD CONTROLLER COORDINATE BOX SIZE AND 1"A#101#10`G\ MUDRING WITH VENDOR RACEWAY) `SIZE Numeber Sheet Name revision: CR CARD READER Q CEILING MOUNTED MOTION SENSOR EXISTING CONCEALED IN QUANTITY FLOOR OR no. desc. date 80" NOTE:UNDERGROUND e0.01 electrical cover sheet WALL MOUNTED MOTION SENSOR,MOUNTING HEIGHT INDICATED EDISON STYLE SHARED NEUTRAL lighting CONDUCTORS ARE NOT ALLOWED. eO.02 II compliance CONDUIT,STUBBED,CAPPED AND MARKED EACH 1 POLE BREAKER SHALL BE FURNISHED WITH AN INDIVIDUAL g g p Ilan ce report ❑O PANIC BUTTON-MOUNTED UNDER COUNTER WITH PULL CORD AS SPECIFIED DEDICATED NEUTRAL CONDUCTOR. e1.11 electrical site plan e2.11 1 st floor fire alarm plan e2.12 2nd floor fire alarm plan e3.11 1st floor lighting plan e3.12 2nd floor lighting plan e5.11 1 st floor power plan e5.12 2nd floor power plan project: 231106 e5.13 enlarged electrical kitchen plan date: 02.1 1.202525 e6.11 1 st floor s.s.plan e6.12 2nd floor s.s.plan e7.11 electrical roof plan e8.11 one-line diagram e8.12 electric al details permit set e8.13 electrical details e9.11 electrical schedules e9.12 electrical schedules e9.13 electrical schedules electrical CITY APPROVED PLANS cover sheet RerleweE� PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS e O■O Page 47 of 180 MUSGROVE ENGINEERING,P.A. j z 4.i�0W:y ��g1oN TE EN��? 208.384 0585 .5 Wm 25h Svttr 766 � Idalw FaI4,ID 8W2 1 208.523.2862 www.mo.Bmwpa.mm 2,112025 0 PRaeaTzz4,4 �ADDMASo� COMcheck Software Version 4.1.5.3 Design InteriInterior Lighting Compliance Certificate Compliance Statement. Fit.Th propnce osed Compliance Statement The proposed bmitte lighting design represented In this document Is consistent with the s have plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been requirements designed to meet the the I IECC requirements In COMcheck Version 4.1.5.3 d to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Information Thad Mason 7 2/13/25 Energy Code: 20181ECC Name-Title Signature Date Project Title: Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Musgrove Engineering 234 S Whisperwood Way Additional Efficiency Package(s) Boise,to4 585 Credits:1.0 Required 0.0 Proposed Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (f12) Watts/112 (B X C) 14SchoolNniversity, 39240 081 31784 Total Allowed Walls= 31784 Proposed Interior Lighting Power A B C D E Fixture ID:Description Lamp;Wattage Per Lamp Ballast Lampe/ is of Fixture (C X D) Fixture Fixtures Watt. 1-SchgoWniversiN LED:BLI:Other: 1 15 41 615 LED:DII:Other: 1 4 35 140 LED:D12.Other: 1 27 52 1404 LED:D13:Other: 1 16 82 1312 LED:DI4:Other: 1 11 34 374 LED:GL1:OMer: 1 283 32 9056 LED:GL2:Other; 1 34 23 782 LED:GL3:Oher: 1 16 32 512 This document is the LED:GLs:other: I t 32 32 property of erstad LED:GL5:Other; 1 5 30 150 ARCHITECTS and is LED:H81:Other: 1 42 125 5250 LED:IGI:Other: 1 2 12 24 protected by U.S. and nternatction U.S.l Use, LED:FIR;Other: 1 49 27 1323 reproduction, or LED:RR2:Other: 1 23 18 414 modification of this LED:SL1:Other. 1 3 54 162 document without first LED:VP7:Other: 1 2 27 54 obtaining written LED:WL7:Other 1 1 61 61 permission of erstad LED:WL2:Other: 1 48 18 864 ARCHITECTS is prohibited. Total Proposed Wells= 22529 This document may not be used in any unauthorized manner. 02022 Project Tnle: Report date:12/28/22 Project Title: Report date:12/28/22 Data filename: P:\Files\2022\22414\CALCS\ELEC122414 Electrical_Compliance Building A.cck Page lot 9 Data filename: P:\FilesU022\22414\CALCS\ELEC\22414 Electrical_Compliance Building A.cck Page 2 of 9 aaa� 0 M 00 a= � COMcheck Software Version 4.1.5.5 V Exterior Lighting Compliance Certificate : .0 Project Information Energy Code: 20181ECC ENERGY CODE COMMISSIONING COMPLIANCE NOTES Project Title: O O Project Type: New Construction Exterior Lighting zone 2(Neighborhood business district(LZ2)) SECTION 408 SYSTEM COMMISSIONING IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL BELOW NOTED DOCUMENTS WITHIN 90 DAYS OF CERTIFICATE OF V Construction Site: OwntidAgem: Designer/Contractor: OCCUPANCY: Musgrove Engineering 234 S Whisperwood Way A AS-BUILT DRAWINGS-DRAWINGS SHALL INCLUDE THE LOCATION AND PERFORMANCE DATA OF ALL PIECES OF MECHANICAL EQUIPMENT. Boise,ID 83709 `V 208-384-0585 B. OPERATING AND MAINTENANCE MANUALS-MANUALS SHALL INCLUDE THE FOLLOWING: ^' O Allowed Exterior Lighting Power 1. SUBMITTAL DATA ON ALL PIECES OF EQUIPMENT REQUIRING MAINTENANCE. 2. MANUFACTURER'S OPERATIONS AND MAINTENANCE DATA ON ALL PIECES OF EQUIPMENT.ROUTINE MAINTENANCE ACTIONS SHALL BE }� A B C O E CLEARLY IDENTIFIED. ArealSurface Category Quantity Allowed Tradable Allowed watts 3. NAME AND ADDRESS AND PHONE NUMBER OF OF AT LEAST ONE(1)SERVICE PROVIDED. �V Watts/Unit Wattage (e X C) 4. LIGHTING CONTROL SYSTEMS MAINTENANCE AND CALIBRATION INFORMATION INCLUDING WIRING DIAGRAMS,EQUIPMENT AND SYSTEM O Walkway—10 feetwide 1628002 0.1 Yes 1528 SCHEMATICS,AND CONTROL SEQUENCES OF OPERATIONS.DESIRED OR FIELD DETERMINED SETPOINTS SHALL BE PERMANENTLY Parking area 103722 s2 0.04 Yea 4149 RECORDED ON CONTROL DRAWINGS AT ALL CONTROL DEVICES,OR FOR DIGITAL CONTROL SYSTEMS,IN THE SYSTEM PROGRAMMING r Total Tradable Walla = 5677 INSTRUCTIONS. aaaa� Toter Allowed Wafts = 5677 5. A NARRATIVE ON HOW EACH LIGHTING SYSTEM IN INTENDED TO OPERATE,INCLUDING RECOMMENDED SETPOINTS. � N Total Allowed Supplemental Wafts(b)= 400 C. LIGHTING SYSTEM FUNCTIONAL TESTING REQUIREMENTS to (a)Wattage traditions are only allowed between tradable weaalsudaces, (b)A supplemental allowance equal to 400 wads may be applied toward compliance of both non-tradable and tradable areas/sudaixis, FUNCTIONAL TESTING-ALL AUTOMATIC LIGHTING CONTROL SYSTEM SHALL BE FULLY TESTED TO ENSURE THE CONTROL HARDWARE AND Proposed Exterior Lighting Power SOFTWARE ARE CALIBRATED,ADJUSTED,P[ROGRAMMED,AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION p B C D E DOCUMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. Fixture ID:Description/Lamp/Wattage Per Lamp I Ballast Lamps/ a of Fixture (C X D) Fixture Fixures Watt. THE APPROVED PARK THAT WILL CONDUCT THE FUNCTIONAL TESTING ON THE AUTOMATIC LIGHTING CONTROL SYSTEM SHALL BE DEFERRED. t Walkway>=10 feet w tie(15280 821 Tradable Wattage WHERE OCCUPANT SENSORS,TIME SWITCHES,PROGRAMMABLE CONTROLS,PHOTOSENSORS OR DAYLIGHTING CONTROLS ARE INSTALLED,THE rBVISIOn: LED 1:wPt:other: 1 28 45 1260 FOLLOWING PROCEDURES SHALL BE PREFORMED: no. deSC. date LED 2:SL2:Other. 1 9 13 117 Parking area/103722 ft2Y Tradable Wattage 1. CONFIRM THAT THE PLACEMENT,SENSITIVITY AND TIME-OUT ADJUSTMENTS FOR OCCUPANT SENSORS YIELD ACCEPTABLE PERFORMANCE. LED 3:Put:Other: 1 3 111 581 2. CONFIRM THAT THE TIME SWITCHES AND PROGRAMMABLE SCHEDULE CONTROLS ARE PROGRAMMED TO TURN THE LIGHTS OFF. LED 4:PL2:Other: 1 5 117 555 3. CONFIRM THAT THE PLACEMENT AND SENSITIVITY ADJUSTMENTS FOR PHOTOSENSOR CONTROLS REDUCE ELECTRIC LIGHT BASED ON THE LED 5:PL3:Other: 1 7 ill 777 AMOUNT OF USABLE DAYLIGHT IN THE SPACE AS SPECIFIED. Total Tradable Proposed Wafts= 3270 D. FINAL LIGHTING SYSTEM FUNCTIONAL REPORT-A REPORT OF TEST PROCEDURES AND RESULTS IDENTIFIED AS THE'FINAL LIGHTING CONTROL Exterior Lighting PASSES:Design 46%better than code 0 REPORT"SHALL BE DELIVERED TO THE BUILDING OWNER.THE REPORT SHALL INCLUDE THE FOLLOWING: Exterior Lighting Compliance Statement 1. LIST OF FUNCTIONAL TESTS USED DURING THE COMMISSIONING PROCESS ON EACH PIECE OF EQUIPMENT. Compliance Statement:The proposed exterior lighting design represented in this document is consistent with the building plans, 2. RESULTS OF ALL FUNCTIONAL TESTS ON ALL PIECES OF EQUIPMENT. specifications,and other calculations submitted with this permit application.The proposed exterior lighting systems have been 3. LIST OF DEFICIENCIES FOUND AND CORRESPONDING CORRECTIVE MEASURES EITHER IMPLEMENTED OR PROPOSED ON EACH PIECE OF designed to meet the 2018 IECC requirements In COMcheck Version 4.1.5.5 and to comply with any applicable mandatory EQUIPMENT. requirements listed in the Inspection Checklist. 4. LIST OF EQUIPMENT NOT ABLE TO BE FUNCTIONALLY TESTED DUE TO CURRENT CLIMATE CONDITIONS.THESE PIECES OF EQUIPMENT WILL Thad Mason 2/13/25 FUNCTIONALLY TESTED ONCE CLIMATE CHANGES ALLOW. Pr0�2Ct: 231106 Name-Title Signature Date date: 02.11.2025 Project Title: Report date:02/13/25 Data filename: P:\Files\2022\22414\CALCS\ELEC\COMCHECK\22414 Electrical_Compliance Building A.cck Page 1 of 5 permit set lighting compliance CITY APPROVED PLANS report wn.wx c.m,e.M. PLANS MUST BE ON 10B SITE FOR ALL INSPECTIONS e O■O Page 48 of 180 MUSGROVE Li qENGINEERING,P.A. ANAL Sl E� z34 wei.Perv�""e war S N B"is,m83709 208.384.0585 O fi45 Wm 25 wee St Ldeh"Fa ,ID 83402 ° 12766 ® _ 208.533 28 28fi2 3/10/2025 PBaE�T 2 ECTepa.mm z-a,a �ADoMAso� i uuuu� -`y lii�il uuuuuuuui l b UNDEVELOPED IIIII I� llllllllllluuuuuuuuuuulllllll I���II llllllllllluuu uuuuuuulll 11IIU PLAY FIELDS • r• ❑ This document is the property of erstad FIRE LANE ARCHITECTS and Is protected by U.S. and international lows. Use, reproduction, or BASKETBALL documenmodification of this HALF-COURT \ obtaining t written permission t first rstad ARCHITECTS f e is prohibited. PL2 \ This document may note \ \ ` \ `\ used in any manner. 2022°uthorized 0 n y \ 0 \\ 110031\\ F I \V 00 / rMSB-A 1W1) �C I `~ l// •a. \ ^\ O 1L 1 •� \ \ \ \ "-2#101#10c _ \ noosl'� I �r \\ /TTE// / fMSB-B TTB-B L 1004 �-I10071 G COURTYARD r f/ice[ i /�� •' � 1'-2#10,1#10G 'f IG7 L 1 110041�\ � ` \ \ W O �., O O G1 1"-2#101#10G� 7 ` A O _•1-af.Yl A/J 11W / PL2 \\ \ 10 \V V iA\ w \�y O - �I \ O W \A� I *P" }0 V/ FtRE\��"-2#6,1#10G— 1 = t^-2#6,1#10G� SpPRK\N PL3 3CJ2' C P -2#6,1#10G91 ss�� R � 1 ,1#1oG1100� revision: i 'f no. desc. date 1 addendum 1 03.05.2 at a R100� , keyed notes. general notes. project: 2311 date: 02.11.202525 OSYMBOL USED FOR NOTE CALLOUT. A. CONTRACTOR SHALL COORDINATE WITH AN UNDERGROUND LOCATING SERVICE PRIOR TO COMMENCING WORK.COORDINATE WITH OTHER SITE 1001 (2)4^CONDUIT FOR PHONE AND DATA SERVICE AND(1)2"CONDUIT FOR CATV DISCIPLINES. SERVICE.COORDINATE INSTALLATIONS REQUIREMENTS AND STUB-OUT B. ROUTE CONDUITS IN COMMON TRENCH WHERE POSSIBLE REFER TO LOCATION WITH LOCAL UTILITIES.COORDINATE UTILITY LOCATION PRIOR TO TRENCHING DETAIL.RE:SITE TRENCHING DETAIL. ROUGH-IN.PROVIDE CONDUIT AS REQUIRED.MARK LOCATION WITH permit set MONUMENT MARKER.PROVIDE PULL-LINE WITH EACH CONDUIT. C. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 1002 PAD MOUNTED TRANSFORMER BY UTILITY,PAD BY ELECTRICAL CONTRACTOR. RE:ROCKY MOUNTIAN POWER TRANSFORMER PAD DETAIL D. SITE LIGHTING AND UTILITY EQUIPMENT SHOWN IN APPROXIMATE LOCATION. 1003 UNDERGROUND SECONDARY.RE:ONE-LINE DIAGRAM COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS,PROPERTY LINES AND 1004 ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL FOR CONTROL.REFER UTILITY COMPANIES PRIOR TO ROUGH-IN. PLAN TRUE TO LIGHTING CONTROL PANEL ZONE SCHEDULE. NORTH NORTH 1005 (2)4"AND(2)2"FROM TTB-A TO TTB-B. E. PROVIDE PULL-LINE IN ALL EMPTY CONDUITS. electrical site plan 1006 PROVIDE AND INSTALL WEATHER-PROOF GFCI PROTECTED DUPLEX ON WITH POST.DEVICE TO BEAMINIMUM OF+36"AFG.COORDINATE LOCATION WITH electrical OWNER PRIOR TO ROUGH-IN. 1/32"=V-Q" 1007 COORDINATE LOCATION FOR FIXTURES WITH FLAG POLE. site plan CITY APPROVED PLANS ...T......mn. .— PIANS MUST BE ON 108 SITE TOP ALLINSPECTIONB a 1 . 11 Page 49 of 180 Circuit Identification and Accessibility Emergency Responder Radio Coverage-IAW 2018 IFC 510 MUSGROVE DEFERRED SUBMITTALS:Fire alarm plans shall be ENGINEERING,P.A. IAW NFPA 72:10.6.5.2&10.6.5.4 S0 AL N sent zas.wh,DD83oawar l E Emergency radio,digital and analog radio frequencies shall not be ��,�8„gg S ra C� to the Idaho State Fire Marshal's Office(ISFM) -The location of the branch circuit disconnecting means shall be permanently identified at the control unit. hindered. The local in and out signal strength shall be sufficient. If 6452V833�0585 o -The system circuit disconnecting means shall be marked to identify the system or equipment that it serves. occupancy is found to be deficient after testing,a local signal booster 1d .Fa ,M83402 12766 ISFM 208.523 2862 -For fire alarm and/or signaling systems,the circuit disconnecting means shall have a red markin may be required to be installed. 4izv2o25 0 208-334-4370,sfm.planreview@doi.idaho.gov g g y g g' RaEg°z°;;° -The circuit disconnecting means shall be accessible only to authorized personnel. Be -Where a circuit breaker is the disconnecting means,an approved breaker locking device shall be installed. Thus far,the school across the street failed its ERRC test and had AD MASON Plans shall meet current 2018 IFC and NFPA 72,2019 to instal a BDA/DAS system. ed.requirements and shall be approved before installation. Signs are crucial for emergency response and fire inspections.The location of any FACP Annunciator,remote panel, fire and life safety systems should not be a mystery. The access pathways should shall be installed.If panel has the have appropriate signage at all times. These systems include,but are not limited to: ability,the pre-recorded messages Fire Alarms Installation: should be installed for use by -FIRE RISER ROOM occupant or first responders A CoTF Low Voltage electrical permit -FACP is required prior to work starting -FIRE PUMP ROOM -ERRC ROOM IIIIII� -FIRE DOOR DO NOT BLOCK -FIRE DOOR KEEP CLOSED �� -FDC(with premises address) lluuuuuuuul ill uppll T f e.8 e.6 e.4 e.3 e d c b a uuuuluu°°°uuuIIIIIII 1 _ _ _ _ _ _ - - - _ - - - - - - - y y y y - - - - 1 uuluuuuuul11111U _ 1A-2 604 1A-1 WP 177 — — — — — — — — — 7 2 0 F _ 15 I —F—F _ O 1a _ _ _ III(/�\ 3 -- + — — — — LL F_ F_ F_ F_ — j 605 — — — — LL amry — 3 15 1 — — 75 — — 75 — — — 75 — — — 75 — — Z I1 — — — — 601(FACP-A F_ F— 15 yy��— 4 III���III Brr®© 15 sob 15 5'T` o wor 4 J C lyyV�I��.��-- 75'I`©CO WW 100 — d a - 15 1 —+❑ CDO—I +❑—DATA Di 15 I 612 117 0 122 0 CKS a, mm � iEE y�FI��— Cpy�HI .igmn gr as e. alM grade n ad. 1M u 5'T` 15'T` ©CO g©CO ©CO SI�CO TTB AgO. ©N©P — 1 15 C 612 612 612 612 611 O ma 15 I 1a3 15 J This document is the u�g property of erstod 0 ® $ prrtotedTbyaU.S.nd sand 15 1 "`""°• °Ifi`• °'�` international lows. Use, 15C C I Creproduction, or / C\1I45 �\1 1 — — — F 15'I` 15'T` 15'T` \ 1 modification)of thisirst ocumen w ourstad C 2M © 30 obtainingwritten P C I c 1 ARCHITECTS fs eprohibited.This document may not be 15'T` © used in any unauthorized 5 I O ------ © © \ 0 A 612 CO manner. 02022 nI g _ _ 530 30 30 A 39 — I I� sss T i M cI i 1 00 M- LL `~ 7s I © �5 13z arA 15 I 110 ' C — .g J 30 I 61z co I -F O© s,z©co s1z©co s1z©C. P c 1 1 s12 co r7Y_ IVZilao ❑+—e..m...1 rx"mg—❑+— 1�F agm a. a.. aa. ...hg d ,3, ) crag. -- o ; g 1L 1B 1M C I •� LCP-A MSB-A F_ ^ 75 75 75 75 Om 15 >< iL NOeI 7 — — —I — — — — ar.a moos — o O C C /� F— F \V U 30 I gr0 30 I 0 ❑ — — — — 612©O� C C �y 8 15 I s° 5 I 5 I o U L 10 - - - - - - - - - - - - - - - � - - - - � - - - - � - - - � - - - 4 - - 10 04 PROJECT NORTH g f.5 f e.8 e.6 e.4 e.3 e d c b a revision: no. desc. date 3 city 04.21.2 comments mfirst floor fire alarm plan 1/8„-1,-0„ project: 231 106 date: 02.11.2025 keyed notes: general notes: OSYMBOL USED FOR NOTE CALLOUT. A. INSTALL PLENUM RATED FIRE ALARM CONDUCTORS FROM DEVICES INDICATED permit set TO FIRE ALARM CONTROL PANEL OR N EXTENDER PANEL(S)AS REQUIRED. 801 FIRE ALARM CONTROL PANEL,FACP-A. 612 CARBON MONIXIDE SENSOR.PROVIDE AND INSTALL A SYSTEM SENSOR C01224 STUB 3/4"CONDUIT FROM DEVICE TO VOID ABOVE CEILING.PROVIDE NAC 603 TO FIRE ALARM CONTROL PANEL. CARBON MONOXIDE SENSOR WITH REAL TEST TECHNOLOGY OR APPROVED EXTENDER PANELS(QUANTITY AS REQUIRED)IN LOCATIONS INDICATED AND 604 PROVIDE RED HANDLED,LOCKABLE TYPE CIRCUIT BREAKER IN PANEL AT EQUAL.CONNECT SENSORS TO THE FIRE ALARM SYSTEM AND PROGRAME FORMONITORING.ACTULATION OF THE CO DETECTOR SHALL CAUSE THE DEVICE ALARM NOTIFICATION ATION AND FORA ION DEVICES S PER THE EL.CIRCUIT THE FIRE POSITION INDICATED. TO SOUND ALERT AND A SUPERVISORY SIGNAL ON THE FIRE ALARM SYSTEM. ALARM NOTIFICATION AND INITIATION DEVICES PER THE ELECTRICAL 805 COORDINATE LOCATION OF PIV WITH SPRINKLER CONTRACTOR. PROVIDE AND INSTALL ALL CABLING,HARWARE,RELAYS AND PROGRAMMING SPECIFICATIONS.FURNISH AND INSTALL ALL APPURTENANCES AND 606 PROVIDE MONITOR MODULES A$REQUIRED TO MONITOR FLOW AND TAMPER FORA COMPLETE SYSTEM.SENSOR SHALL NOT BE ACOMBINED SMOKE/CO PROGRAMMING REQUIRED FORA COMPLETE AND OPERATIONAL SYSTEM. REQUIREER ELECTRICAL SUBMI1 RE TARM TAL 1 st floor SWITCHES ON FIRE SPRINKLER RISER.COORDINATE WITH SPRINKLER DETECTION DEVICE. REQUIREMENTS AND SUBMITTAL PROCEDURES. C NT C R R C 10 N QU T D IC 609 MO NT UC D Ec R I DI T LE 1.UN'AT R I CE IN BEL W ALL A U T E H T E I B USE OFNSURFACE MOUNTED RACEWAYS MUST E APPROVED BY THE WALLS. fire alarm 610 PROVIDE AND INSTALL CONTROL MODULES FOR ACTIVATION OF SHUNT TRIP, ARCHITECT FOR EACH LOCATION.WHERE APPROVED,UTILIZE WIREMOLD OR PROVIDE AND INSTALL MONITOR MODULE TO MONITOR SHUNT TRIP VOLTAGE. APPROVED EQUAL SURFACE MOUNTED RACEWAYS PAINTED TO MATCH plan PROVIDE AND INSTALL ALL RELAYS AND ANY OTHER HARDWARE AS REQUIRED. SURROUNDING WALLS. 611 PROVIDE AND INSTALL CONTROL MODULES FOR FIRE HAT,PRIMARY RECALL AND SECONDARY RECALL.PROVIDE AND INSTALL ALL RELAYS AND ANY OTHER e2 11 HARDWARE AS REQUIRED. CITY APPROVED PLANS ■ PLANS MUST BE ON JOB SRE FOR ALL INSPEUIONS Page 50 of 180 DEFERRED SUBMITTALS:Fire alarm plans shall be Circuit Identification and Accessibility Emergency Responder Radio Coverage-IAW 2018 IFC 510 MUSGROVE IAW NFPA 72:10.6.5.2&10.6.5.4 ENGINEERING,P.A. sent Emergency radio,digital and analog radio frequencies shall not be 2M Sp ��aPa Way ��S161NAL y� to the Idaho State Fire Marshal's Office(ISFM) -The location of the branch circuit disconnecting means shall be permanently identified at the control unit. hindered. The local in and out signal strength shall be sufficient. If 208.3840585 �� occupancy is found to be deficient after testing, g w5w.I 2511 slral -The system circuit disconnecting means shall be marked to identify the system or equipment that it serves. p Y g,a local signal booster IdaMFaI4,ID83402 1 766 ISFM -For fire alarm and/or signaling systems,the circuit disconnecting means shall have a red markin may be required to be installed. M5232862 usozs o 208-334-4370,sfm.planreview@doi.idaho.gov g g Y g g' w"R ECT2`-4;`°" -The circuit disconnecting means shall be accessible only to authorized personnel. oe -Where a circuit breaker is the disconnecting means,an approved breaker locking device shall be installed. Thus far,the school across the street failed its ERRC test and had SAD MASON Plans shall meet current 2018 IFC and NFPA 72,2019 to instal a BDA/DAS system. ed.requirements and shall be approved before installation. Signs are crucial for emergency response and fire inspections.The location of any fire and life safety systems should not be a mystery. The access pathways should have appropriate signage at all times. These systems include,but are not limited to: Fire Alarms Installation: -FIRE RISER ROOM A CoTF Low Voltage electrical permit -FACP is required prior to work starting -FIRE PUMP ROOM -ERRC ROOM IIIIII� -FIRE DOOR DO NOT BLOCK -FIRE DOOR KEEP CLOSED -FDC(with premises address) g f e.8 e.6 e.4 e.3 e d c b a � - -- - - ❑ - - x- - - - T - - - - - - - - - - - - - - - - - - - - - - - � � baakl work room 3 — — �Y{7 — -F F- -F- — — — — — 75 — — 75 — — — 75 — — — — 75 — — — — — — — — 4 2B 4 :2 0 0 c yl�rlI�{�- 75'I` LL I.g. a DM] FM M1I�a. 15 LL 15 0 mM1 as O©C0 v ntM1 9ratle 612 SFA-] a© 61©° 61©° 61©°612 COEEL] 15. This document is the property of erstad nd o -F Ll<!4 prrtotedTbyaU.S.sand ❑ — — — — — 15 — — — — — —F71 — — — — — — — — — — — — �\ international lows. Use. \�`�+//1 reproduction, or modification of this document without first - - 15 obtaining written p o permission of erstad ARCHITECTS is prohibited. C p�,F is documentmay no e ze 15'I` 0 r \\ // used in any unauthorid O m esa I aIXno anner. 02022 I \ / 30 30 30 15 I030 X N M 30 00 F_ _F ❑ I y a s1z0co s1z co s1©C0 s1©co El R _ w.RM1 . w.RM1 . n IM1 raa. © raa © raa 2A 3M O 612 CO 812 CO 75 75 75 75 ��,T ❑ ❑ ❑ V o 8 75 F- 75-F 8 _0 �LaF ❑ — — — — —I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ❑ / 10 - - - - - - - - - - - - - - - ❑ - - - - ❑ - - - - ❑ - - ❑ - - - - - ❑ - - 10 I I I I I I I I I I I g f.5 f e.8 e.6 e.4 e.3 e d c b a revision: no. desc. date m second floor fire alarm plan 1/8"=1'-01, project: 231 106 date: 02.11.2025 keyed notes: general notes: O SYMBOL USED FOR NOTE CALLOUT. A. INSTALL PLENUM RATED FIRE ALARM CONDUCTORS FROM DEVICES INDICATED permit set 612 CARBON MONIXIDE SENSOR.PROVIDE AND INSTALL A SYSTEM SENSOR C01224 TOFIREALARMCONTROL PANEL OR N EXTENDER PANELS)AS REQUIRED. STUB 3/4"CONDUIT FROM DEVICE TO VOIOI D ABOVE CEILING.PROVIDE NAC CARBON MONOXIDE SENSOR WITH REAL TEST TECHNOLOGY OR APPROVED EXTENDER PANELS(QUANTITY AS REQUIRED)IN LOCATIONS INDICATED AND EQUAL.CONNECT SENSORS TO THE FIRE ALARM SYSTEM AND PROGRAME FOR CIRCUITING AS REQUIRED FOR A COMPLETE INSTALLATION.CIRCUIT THE FIRE MONITORING.ACTULATION OF THE CO DETECTOR SHALL CAUSE THE DEVICE ALARM NOTIFICATION AND INITIATION DEVICES PER THE ELECTRICAL TO SOUND ALERT AND A SUPERVISORY SIGNAL ON THE FIRE ALARM SYSTEM. SPECIFICATIONS.FURNISH AND INSTALL ALL APPURTENANCES AND PROVIDE AND INSTALL ALL CABLING,HARWARE,RELAYS AND PROGRAMMING PROGRAMMING REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. FOR A COMPLETE SYSTEM,SENSOR SHALL NOT BE A COMBINED SMOKFJCO REFER TO ELECTRICAL FIRE ALARM SPECIFICATIONS FOR SYSTEM 2 n d floor DETECTION DEVICE. REQUIREMENTS AND SUBMITTAL PROCEDURES. B, ALL CONDUIT AND JUNCTION BOXES ARE TO BE CONCEALED IN NEW WALLS. fire alarm USE OF SURFACE MOUNTED RACEWAYS MUST BE APPROVED BY THE ARCHITECT FOR EACH LOCATION.WHERE APPROVED,UTILIZE WIREMOLD OR CITY APPROVED PLANS APPROVED EQUAL SURFACE MOUNTED RACEWAYS PAINTED TO MATCH plan e..l...ehrtlw.ra,,,v�,,.. SURROUNDING WALLS. PIAFO ALL INS ON 30R SITE ��■ FOR ALL INSPERIONS Page 51 of 180 MUSGROVE ENGTNEERTNG,P.A. 1 2 4.��0 Wxy ION e ENS 208.384 0585 W5 Wm 25ffi Svtt� Ia Fa14,ID 83402 1766 208.523.2862 www.mugro iP.com 2,112025 0 Paa3EaTzaa,a �ADpMAso� MID FINAL EXIT SIGN PLACEMENT TO BE DETERMINED ONSITE BY COTF INSPECTOR. VERIFY AT ELECTRICAL ROUGH-IN. H i g f e.8 e.6 e.4 e.3 e d c b a 1 WP, WP1 1 705 703 1 3b— GO ,uc — Z3 1 — — — T — — — — — — — — �_ — — 7021E-0ITIE) — — r— — — — — — — — — — _ EX1 WP7 WP1 WP1 WP1 1 b L GL2 3 a r L2 711 L2 — — — WP1 — — —DI2 wP, td b I b4 GL1 )GL GL1 b a GL7 b GL7 b GL7 a b L1 b L1 a l L1 6 GL GL 715 Dl113 L1 b 704 704 704 A _ o. 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THESE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE:THEREFORE 701 LIGHTING CONTROL PANEL,LCP-A.RELIGHTING CONTROL ZONE SCHEDULE, 705 DAY LIGHTING ZONE PERIMETER(TYPICAL).LIGHTING LOCATED WITHIN THE 711 PROVIDE DUAL TECHNOLOGY OCCUPANCY SENSOR FOR CONTROL THE A THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL EQUIPMENT AND DEVICE LOCATIONS WITH ARCHITECTURAL,MECHANICAL,AND permit set LCP-A. DAYLIGHT ZONE SHALL BE CONTROLLED SEPARATELY FROM LIGHTING LIGHTING CIRCUIT SERVING THIS ROOM.DETECTION OF OCCUPANCY BY ANY PLUMBING DIVISIONS PRIOR TO ROUGH-IN.REFER TO AND COORDINATE WITH 702 ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL;LCP-A,FOR CONTROL. LOCATED OUTSIDE OF THE ZONE AS REQUIRED BY THE IECC. SENSOR IN THIS ROOM SHALL ACTIVATE THE LIGHTING CIRCUIT SERVING THE ARCHITECTURAL,MECHANICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL REFER TO LIGHTING CONTROL PANEL ZONE SCHEDULE,LCPA. 706 MOUNT FIXTURE AND ASSOCIATED SWITCH ABOVE THE LOWEST LEVEL OF ROOM.PROVIDE POWER PACKS AND RELAYS AS REQUIRED. WORK THAT IS REQUIRED BY THE CONTRACTOR. 703 PROVIDE MOMENTARY LOW-VOLTAGE OVERRIDE SWITCH WITH CABLING BACK ENTRY INTO THE ELEVATOR PIT.CONNECT TO ELEVATOR PIT RECEPTACLE. 715 BL1 FIXTURE TO BE SURFACE MOUNTED. TO LIGHTING CONTROL PANEL AS REQUIRED.SWITCH SHALL BE LABELED CONNECT SUCH THAT GFI TRIPPING AT THE RECEPTACLE DOES NOT AFFECT ALL CONDUIT AND JUNCTION BOXES ARE TO BE CONCEALED IN NEW WALLS. 'OVERRIDE AND PROVIDE 2 HOURS OF OPERATION FOR THE LIGHTING DURING LIGHT FIXTURE POWER. USE OF SURFACE MOUNTED RACEWAYS MUST BE APPROVED BY THE NON-BUSINESS HOURS. 709 FURNISH AND INSTALL DIGITAL LOW-VOLTAGE SWITCH(ES)AND CONNECT TO B. ARCHITECT FOR EACH LOCATION.WHERE APPROVED,UTILIZE WIREMOLD OR 704 FURNISH AND INSTALL DIGITAL LOW-VOLTAGE,DUAL TECHNOLOGY, LIGHTING IN THIS ROOM WITH THE SAME SUB-SCRIPT.DIGITAL SWITCH SHALL APPROVED EQUAL SURFACE MOUNTED RACEWAYS PAINTED TO MATCH 1st floor OCCUPANCY SENSOR AND CONNECT TO THE LIGHTING CIRCUIT SERVING THIS HAVE ON/OFF/RAISE/LOWER FUNCTION AND SHALL BE COMPATIBLE WITH THE SURROUNDING WALLS. ROOM.CONNECT SUCH DETECTION OF OCCUPANCY BY ANY SENSOR IN THIS ROOM CONTROLLER.THE SWITCH SHALL BE COMPATIBLE WITH THE ROOM lighting ROOM WILL ACTIVATE THE LIGHTING CIRCUIT(S)SERVING THE ROOM. CONTROL SYSTEM AND THE ASSOCIATED LIGHT FIXTURES. OCCUPANCY SENSORS SHALL BE INSTALLED SUCH THAT IT WILL TURN LIGHTS 710 PROVIDE A ROOM CONTROLLER AND/OR RELAYS AND ALL ADDITIONAL OFF WHEN ROOM IS UNOCCUPIED,AFTER 20 MINUTES,AND TURN LIGHTS ON COMPONENTS AND CABLING REQUIRED FOR A FULLY FUNCTIONAL DIGITAL CITY APPROVED PLANS plan TO 50%OUTPUT WHEN OCCUPANCY IS DETECTED.FINAL SENSOR PLACEMENT LOW-VOLTAGE CONTROL SYSTEM IN THIS ROOM.RE:LIGHTING CONTROL w.elw c.e.mn.vu=^^. SHALL BE AS DIRECTED BY FACTORY TRAINED PERSONNEL TO ENSURE DETAIL. PIiN MUST BE ON I00 SITE OCCUPANCY IS DETECTED WITHIN 2-FEET OF ENTERING THE ROOM.THE e3. 1 1 OCCUPANCY SENSOR SHALL BE COMPATIBLE WITH THE ROOM CONTROL FOR ALL INSPERIONS SYSTEM AND THE ASSOCIATED LIGHT FIXTURES. Page 52 of 180 MUSGROVE ENGINEERING,P.A. 1 2 4.��0 Way ��SION e ENS 3H8.3840585 W5 Wm 25,E Svee, Ia Fa14,ID 83402 1766 208.523.2862 www.mugro ip.com 2,112025 0 pao EaT zz a„ AD 0MAso� H i g f e.8 e.6 e.4 e.3 e d c b a 1 - - - - - - - - - - - - - 1 1 L-23 702 b — b b — — — — T — — — — — — — — �_ — — — — �16 — — — — — — — — — — 3 GL1 r L1 — GL1 GL2 — G GL2 — aB5 705 705 705 704 704 0 4 b a 705 a 2 704 4 704 -zaz zaa L1 b L1 a L1 b L1 b 11 s L1 b L1 b 11 a L1 b GL1 b L1 a L1 b 705 711 - �r r - �- BL1 -RR2, — -': RR2 I�Ii tl b vrl a a .0 - BL1 GL2 - L1 a L1 a L1 a L1 a L1 a L1 a L1 a L1 a L1 a GL1 a L1 a L7 a Q WL2 WL2 Q . GL1 705 GL1 GL1 FlR2 RR2. 1L-1 1 1L-1 I BL1 _ _ _ _ 704 704 704 704 b a a 7Qg �r-- -0' This document is the L1 a 1 a L1 a L a L1 L1 a L1 a 1 a L7 a — L1 a L1 L7 a property of erstad 711 as z,z ARCHITECTS and is BL1 � - •N.m•r rotected b U.S. and GL1 GL1 GL1 n �nr zza za zzo P Y am Hra 710 710 a zara a •zara 710 710— — — —GL2 709 709 709 709 • reproduction, or {I internationalows. Use, b a modification of this document without first obtaining written permission of erstad +8'-0 +8'-0 +S.0' *8'-0 *8'-0 +8'-0 +8'-0 +6'-0 To IST FLOOR ARCHITECTS is prohibited. 711 705 DI4 DI4 DI4 DI4 DI4 DM DM DI4 DI4 DI4 EX1 This document may not be GL1 i used In any unauthorized b b manner. 02022 GL1 azb GL1 GL2 GI E11 FF7w 1a Ir 21TJ 709 3a D GL1 d 703 1 RR1 1 702 1 -7 — — — — 709 709 709 709 703 zzs 710 710 zza zz, 710 710 z,H O Dlz M GL2 GL2 GL2 GL2 GL2 .Ievam Hraa, as xar.a. nlmh ra +8'-6' M GL1 a GO a a GL1 a 1-1 a 51_1 a 311 a L1 a L1 a 6 31.1 31.1 a • ,a 709 709 1L-1 1L-1 704 704 704 704 B y b a a a a DI2 GL1 a GL1 a GL1 a GL1 a GL1 a GL1 a GL1 a 311 a GL1 a L1 a L1 a 11 a }+ GL1 GL1=- GL1 GL1 GL1 - 704 7m 7aa 2A 3M GO b i GL1 a 1 GO b I GL1 b L1 a i GL1 6 I I GL1 b L1 E l L1 b L1 b L1 a l L1 BL1 �it1 - GL1 0 GL1 GL1 710 GL1 w•n GL1 705 705 705 705 705 705 705 705 — b 705 a a a a 'r-a2.b-- - — — — — — — — — — — — — Y,t1 - IGL41 GL1 GL1 GL1 GL1 I 704_ _J 709 O V 709 b GL1 GL1 b GIL b GL1 a G41 b GL1 8 705 705 705 705 i — — — — —I — — — — — — — — — — — / - - - - - - - - - - - 4- - - - - 4 - - 4 - - - - - 4 - - 10 04 I I I I I I I I I I I g f.5 f e.8 e.6 e.4 e.3 e d c b a revision: no. desc. date second floor lighting plan 1/8"=V-0" project: 231 106 date: 02.11.2025 keyed notes: general notes: OSYMBOL USED FOR NOTE CALLOUT. A. THEE ELECTRICAL ELECTRICAL RE HALLC ORDINATEAMMATIC ALL ELECTRICAL permit set THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL 702 ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL;LCP-A,FOR CONTROL. 705 DAY LIGHTING ZONE PERIMETER(TYPICAL).LIGHTING LOCATED WITHIN THE 716 CONNECTION FOR EXTERIOR MOUNTED BUILDING SIGN.COORDINATE EXACT EQUIPMENT AND DEVICE LOCATIONS WITH ARCHITECTURAL,MECHANICAL,AND REFER TO LIGHTING CONTROL PANEL ZONE SCHEDULE,LCP-A. DAYLIGHT ZONE SHALL BE CONTROLLED SEPARATELY FROM LIGHTING LOCATION AND POWER REQUIREMENTS WITH SIGN PROVIDER AND ARCHITECT PLUMBING DIVISIONS PRIOR TO ROUGH-IN.REFER TO AND COORDINATE WITH 703 PROVIDE MOMENTARY LOW-VOLTAGE OVERRIDE SWITCH WITH CABLING BACK LOCATED OUTSIDE OF THE ZONE AS REQUIRED BY THE IECC. PRIOR TO ROUGH-IN. ARCHITECTURAL,MECHANICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL TO LIGHTING CONTROL PANEL AS REQUIRED.SWITCH SHALL BE LABELED 709 FURNISH AND INSTALL DIGITAL LOW-VOLTAGE SWITCH(ES)AND CONNECT TO WORK THAT IS REQUIRED BY THE CONTRACTOR. 'OVERRIDE AND PROVIDE 2 HOURS OF OPERATION FOR THE LIGHTING DURING LIGHTING IN THIS ROOM WITH THE SAME SUB-SCRIPT.DIGITAL SWITCH SHALL NON-BUSINESS HOURS. HAVE ONIOFFIRAISEILOWER FUNCTION AND SHALL BE COMPATIBLE WITH THE B. ALL CONDUIT AND JUNCTION BOXES ARE TO BE CONCEALED IN NEW WALLS. 704 FURNISH AND INSTALL DIGITAL LOW-VOLTAGE,DUAL TECHNOLOGY, ROOM CONTROLLER.THE SWITCH SHALL BE COMPATIBLE WITH THE ROOM USE OF SURFACE MOUNTED RACEWAYS MUST BE APPROVED BY THE 2 n d floor OCCUPANCY SENSOR AND CONNECT TO THE LIGHTING CIRCUIT SERVING THIS CONTROL SYSTEM AND THE ASSOCIATED LIGHT FIXTURES. ARCHITECT FOR EACH LOCATION.WHERE APPROVED,UTILIZE WIREMOLD OR ROOM.CONNECT SUCH DETECTION OF OCCUPANCY BY ANY SENSOR IN THIS 710 PROVIDE A ROOM CONTROLLER AND/OR RELAYS AND ALL ADDITIONAL APPROVED EQUAL SURFACE MOUNTED RACEWAYS PAINTED TO MATCH ROOM WILL ACTIVATE THE LIGHTING CIRCUIT(S)SERVING THE ROOM. COMPONENTS AND CABLING REQUIRED FOR A FULLY FUNCTIONAL DIGITAL SURROUNDING WALLS. lighting OCCUPANCY SENSORS SHALL BE INSTALLED SUCH THAT IT WILL TURN LIGHTS LOW-VOLTAGE CONTROL SYSTEM IN THIS ROOM.RE:LIGHTING CONTROL OFF WHEN ROOM IS UNOCCUPIED,AFTER 20 MINUTES,AND TURN LIGHTS ON DETAIL. CITY RO APPVED LA PNS plan T050%OUTPUT WHEN OCCUPANCY IS DETECTED.FINAL SENSOR PLACEMENT 711 PROVIDE DUAL TECHNOLOGY OCCUPANCY SENSOR FOR CONTROL THE - cnvun,"a SHALL BE AS DIRECTED BY FACTORYTRAINEDPERSONNELTOENSURE LIGHTING CIRCUIT SERVING THIS ROOM.DETECTION OF OCCUPANCY BY ANY pIANSMUST BEONIOBSITE OCCUPANCY SENSOISDETR SHALL ENTERING THE ROOM OM.THENTROL SENSORROOM. PROVI THISDE ROOM WER PALL CKS ANV RELAYS LIGHTIAS REQUIRED. SERVING THE FOR ALL INSPEUIONS e3. 12 OCCUPANCY SENSOR SHALL BE COMPATIBLE WITH THE ROOM CONTROL ROOM.PROVIDE POWER PACKS AND RELAYS AS REQUIRED. SYSTEM AND THE ASSOCIATED LIGHT FIXTURES. Page 53 of 180 MUSGROVE ENGINEERING,P.A. ANAL Sl E� z34 weiap^rvr..e war S N e.is,m83J09 208.384.0585 O .5—2Nh s—" man.Fau.,M 8W ' 12766 � 208.523.2852 3/10/2025 www.mus®.rcpa.rom PRPIECT 22-014 g f e.8 e.6 e.4 e.3 e d c b a Sao°MAs��' 1 1 +48" 2 — — 1C S—+48 .m, — — — — — — T — — — — — — — — — -- 2 1C-2 +48" Eno 3 =— ,C-4 — — ---- — — — — — e, — — — — 3 «�� 4F' 4 1C-5 1B-12 .mk...,. nr.m.r 1A-35 yy1A-8 4 114 113 °"�^• Fi +48" � 0 GFI 0 H-1 +48" vw 1A-16,19 uz 1C-6 +48" 31 ,c-11 ® — °m" 84P ,e FC Q IIIIIIII� `�• 103 �/r J +48" +4 8" 2 J ❑❑ DATA 818 818, 645 CKS m 1C-7 �120 41 818 818 r — 4 *48" 0 a a. 0 he..m O O 0 1A-01 .845 L — 804 p III IIIIIIIIIIIIIIIII +48" .19wh arr. a,u m.a. G103 1A-9 1C-8 TT J ,a4 1A-10 804 J� A-4,1Z 12e 1C-13 1B-9 1BS h^r. 1AS 1 III�� m.ak.iw 1C-1 133 134 1B-11i IB 10 1B-6 1B- J 140 19 A 1 B-2 0 GFI '802 mu.1m BN 1B-13 8m- nz 1w mr.1ry,^• A-1 (Re 804 ,B-7 804 F 804 �. 0 �.s � +fip• IIIIIIIIII IIIIIIIIIVpVII 1U 1A 7 ________ +60" 1C 2M 113-4 2 A-1 1AS 0 1C-17 804 e5.11 0 1a� ^1..,B. .11k. 1A-21 \ 1A-13 7 EF ..n.,ry ,.eem AC AC — — ve r� 8 �L 1C-10 1B-26 18-21 1B-15 +60" O — — ------- I �/ —IC-1s 1c aoa 1C-9 1c-1a — — — — — — — — — — — — — — — — — - -- } Rn113 802 1A-12 , 803�� 803 � 804 804 1B-20 804 � 804 ' T 804 i 1C-12 / 06 " 113 am 111 R1u toe 8N 1m EF 0 I : This document is the h,.h•„,m.h.n.e 11�1 C RE:ENLAR ED I property of erstad (TIE) araoe I ELECTRI AL ARCHITECTS and is KITCHEN PLAN w I P Y C-21 �� 7 ® I rotected b U.S. and iDe, S i 'international lows. Use, 1 @ O\ ^ 1 m reproduction, or _® ®_ I modification of this 803 803 105 131 .i a. a. 1c-15 EF �.i^9k w.r 18-34 C I document without first obtaining written 849 1B 24 1B-23 1B-18 1B 17 L 83B rya, i permission of erstad ARCHITECTS is prohibited. 1B-22 1L 1B ,M MSB-AF +60" I This document may not be B-16 I 848 T804 1B-25 18-19 _CP-A C 0 used 02022 in any authorized -25 f//ti O 820 104 ^,,.rea,,w,m,� ETT I 7 _ — ®I eF.10 i EF _ _ _ _ _ _ _ — — _ — I 7 1C-24,26 1C-33 1C-281C-29 �y/n\L®ate 803 1B-28,30 GFI 850 850 850 850 1 22�- .kan.hy I 0 803 803 1B-14 +60" ! xn.e3." O I '^ C C C C yr,Phk,n, ` �/ O r - - — 1�-23�- F 1AS2 >< I M ,C-16 I I 1C S5 1C S7 1�-39 1C Al 803 — _ _ — �803 I I �� 00 849 j 8 8 804 I — — — — — — *so° — — — — — — I 10 10 � •3 I I I I I I I I I I I I O p L tv M v first floor power plan M CD a� e e.3 >/� O U RE:UGHTING PLAN 5\�" �1A.23 L AC J 81, 810 O8 ma 809 808 r 1 B S9 RE MI re 71 vision: ONE-LINE DIAG no. desc. date RE:LIGHTING PLAN 1A-20 addendum FL 807 812 102 FC 0• ��� eiwe 842 806 w.eamnm.m FG101 8pq 804 L TO CU-103 FG102 I� 1B--38- 1A-30 101 FC 1B-36.37 DATA project: 231106 RACKS keyed notes: general notes: 843 date: 02.1 1.2025 842 O SYMBOL USED FOR NOTE CALLOUT. 811 GFI RECEPTACLE TO BE MOUNTED ABOVE THE LOWEST LEVEL OF ENTRY INTO 849 DEDICATED RECEPTACLE FOR CNC/LATHE.COORDINATE LOCATION AND EF-1 I THE ELEVATOR PIT.ROUTE RECEPTACLE TO ELEVATOR PIT LIGHT.CONNECT HEIGHT WITH OWNER PRIOR TO ROUGH-IN. A. THESE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE:THEREFORE TO CU-102 SUCH THAT GFI TRIPPING AT THE RECEPTACLE DOES NOT AFFECT LIGHT 850 CONNECTION FOR CEILING MOUNTED HUNG RECEPTACLE.PROVIDE DUPLEX THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL 820 103 802 RECEPTACLE FOR DRINKING FOUNTAIN.PROVIDE GFI BREAKER IN PANEL. FIXTURE POWER. RECEPTACLE AT 4FT AFF IN NEN1A1 ENCLOSED JUNCTION BOX WITH KELLUMS EQUIPMENT AND DEVICE LOCATIONS WITH ARCHITECTURAL,MECHANICAL, B 2729 EF 803 MULTISERVICE FLOOR BOX.UTILIZE HUBBLE CFB6G30,6-GANG,SERIES OR 812 TO MACHINE ROOM LIGHT FIXTURE.CONNECT SUCH THAT GFI TRIPPING AT GRIP OR EQUAL CABLE WITH STRAIN RELEIF AT ACT CEILING.COORDINATE AND PLUMBING DIVISIONS PRIOR TO ROUGH-IN.REFER TO AND EQUAL WITH DEVICE PLATES,BRASS FLANGE WITH INSERT AND ALL REQUIRED THE RECEPTACLE DOES NOT AFFECT THE LIGHT FIXTURE POWER. LOCATION WITH OWNER PRIOR TO ROUGH-IN. COORDINATE WITH ARCHITECTURAL,MECHANICAL,AND PLUMBING O EH DEVICES FOR A COMPLETE INSTALLATION.RE:SPECIAL SYSTEMS PLANS 818 CONNECTION FOR HAND DRYER.COORDINATE EXACT LOCATION AND POWER DRAWINGS FOR ADDITIONAL WORK THAT IS REQUIRED BY THE permit set 103 18 819 804 112'CONDUIT TO CORRESPONDING MECHANICAL UNIT.BOXES,CONDUIT,AND REQUIREMENTS WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. CONTRACTOR. WH,1 CONDUCTORS TO BE PROVIDED BY ELECTRICAL CONTRACTOR.LEAVE 12" 819 CONNECT WATER HEATER AND ALL ASSOCIATED DEVICES AND EQUIPMENT. B. ALL CONDUIT AND JUNCTION BOXES ARE TO BE CONCEALED IN NEW WALLS. 1g S2 ^ SLACK AT BOX AND MECHANICAL UNIT.MECHANICAL CONTRACTOR TO MAKE COORDINATE WITH PLUMBING CONTRACTOR PRIOR TO ROUGH-IN. USE OF SURFACE MOUNTED RACEWAYS MUST BE APPROVED BY THE F — — — — FINAL CONNECTIONS.COORDINATE BOX QUANTITYISIZE AND QUANTITY OF 820 HEAT RISE THERMOSTAT.PROVIDE CONDUIT AND CONDUCTORS TO ARCHITECT FOR EACH LOCATION,WHERE APPROVED,UTILIZE WIREMOLD - 6 18-33 CONDUCTOR(S)WITH MECHANICAL CONTRACTOR.COORDINATE EXACT ASSOCIATED EQUIPMENT. OR APPROVED EQUAL SURFACE MOUNTED RACEWAYS PAINTED TO MATCH LOCATION WITH MECHANICAL CONTRACTOR. 839 CONNECTION FOR MOTORIZED SCREEN AND CONTROLS.COORDINATE EXACT SURROUNDING WALLS. 4 — CP-A 806 CONVE15 AMPNIENCE IENCE RECEPTACLES IN . NENA ENCLOSURE FOR ELEVATOR LIGHTS AND LOCATION AND POWER REQUIREMENTS WITH EQUIPMENT SUPPLIER PRIOR TO 1�14 CONVENIENCE RECEPTACLES. „ ^,^.. ROUGH-IN. C. REFER TO ARCHITECTURAL ELEVATIONS FOR OUTLET HEIGHTS WHERE THE 102 807 ELEVATOR SUSSMAN CONTROL MODULE.RE:ONE-LINE DIAGRAM 842 PROVIDE LINE VOLTAGE AND LOW VOLTAGE CABLING TO THE CORRESPONDING SPECIFIC OUTLET HEIGHT IS NOT INDICATED ON THIS SHEET.REFER TO THE 1st floor Ell (��\\ 808 CONNECTION FOR ELEVATOR LIGHTS AND RECEPTACLES.COORDINATE OUTDOOR UNIT AS REQUIRED.COORDINATE WITH MECHANICAL CONTRACTOR. CITY APPROVEDPLANB ELECTRICAL LEGEND FOR THE DEFAULT OUTLET HEIGHT WHEN NOT REQUIREMENTS WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. A,• •om•.o^•• INDICATED ON ELEVATIONS OR ON THIS SHEET. 843 PROVIDEANDINSTALL DISCONNECT FOR CONDENSING UNIT CIRCUITS FOR THE 809 CONNECTION FOR ELEVATOR CONTROLLER.COORDINATE REQUIREMENTS UNIT THAT FEEDS THIS ROOM. W`af'�r`a power plan rvs MUSTBEON o SUE WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. PL ron AEE mspEcrlor4s D. WITH EQUIPMENT CONTRACTOR. IN APPROXIMATE LOCATION.COORDINATE 845 RECEPTACLE FOR WASH FOUNTAIN.COORDINATION LOCATION WITH 810 ALL CONDUIT,JUNCTION BOXES,AND DEVICES TO BE MOUNTED+50"ABOVE PIT PLUMBING CONTRACTOR.PROVIDE GFI BREAKER IN PANEL. 2 m enlarged building A 1st floor area electrical plan FLOOR ANY CONDUIT,JUNCTION BOXES,AND DEVICES MOUNTED BELOW+48" 848 DEDICATED CONNECTION FOR CNC BREAK.COORDINATE CONNECTION E. ALL NON-LOCKING 120-V.15 AND 20-AMP RECEPTACLES SHALL BE LISTED a 5. 11 SHALL BE NEMA4 RATED. REQUIREMENTS WITH OWNER,AND LOCATION PRIOR TO ROUGH-IN. TAMPER-RESISTENT RECEPTACLES PER NEC 406.12 1/4"=1 r-0" Page 54 of 180 MUSGROVE ENGINEERING,P.A. 234 s ��0W:r �SSION TL . 208.384 0585 W5 Wm 25,n Slrcel Id F.I4,ID83402 1 766 NI8.523.2862 www.mu.g°.xpa.rom 2/132025 O PRaECT22a,a D MASON H i g f e.8 e.6 e.4 e.3 e d c b a 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 — — — — 2B-25 h..aEFr..m — — — — — 7 — — — — ) — — — — — — — — — — — — — — — — { — — — — _ 3 — — — — 2B3 — 213-1 26-2 — — — — — — — — — — — — 3 - - 4 26-27 2B-s 2B — — — — —2A 23 — — — — — — 2A-17 — — — — — — — — — — — 4 203 2p4 EF 232 `mg43• ® ® 222 0 :log a. .. EF I I I I I I .1—h P..a. I.mn a..a. I—.— —h ama. 201 EF 202 2By EF 2A-15 230 e 2A-20 2A-16 2A-14 zO2e . 23+ 2A-221 2p 21 This document is the °„m, 1 ,°. ❑0 1 i.a... ume Rm-mE' Bm-m4 Rm.m2 property of erstad ° 24 2A-18 0 ARCHITECTS and is GFI 205 2 804 804 gpq 804 ' protected by U.S. and es 1 EF — — — — — — — — — — — — — — — — — — — — — — — — — — international lows. Use, reproduction, or modification of this A 13 e6 docu t t first 802 obtaining written permission of erstad 2B-5 < ARCHITECTS is prohibited. 2B.7 0 T This document may not be msed in any nner. 02022authorized EF-206 a 2A-1 \ / RTh-m, qp +fi0' 804 X 2 0 M 12A"12 I Boa � �O 1 I so4 � � aoa I I � — / \ M BN.ml BN.ms ma mu.ml 00 T 804 R3uaas i 2A-8 ro D N 2B-13 0 2B-14 •3 ° 1 .4v.s..a. o ,eoa. .,gr e 2B-16 2A-2 O 2B-11 2A-10 2A-0 2A-4 2A 3 727 , •� I..i .a. 2A 3M � *.a g 2A L I..I4n..a. 2A-11 2B-12 2B-15 212 OL V 8 > ^^M - - - - - - - - - - - - - - - - - - - - ^+ N 10 I I I I I I I I I I I I 10 W � g f.5 f e.8 e.6 e.4 e.3 e d c b a revision: no. desc. date second floor power plan 1/8"=1'-0" project: 231 106 keyed notes: general notes: date: 02.11.2025 OSYMBOL USED FOR NOTE CALLOU 1 A. THESE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE: THEREFORE THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL 801 RECEPTACLE FOR REFRIGERATOR.PROVIDE GFI BREAKER IN PANEL. ELECTRICAL EQUIPMENT AND DEVICE LOCATIONS WITH ARCHITECTURAL, MECHANICAL,AND PLUMBING DIVISIONS PRIOR TO ROUGH-IN.REFER TO 802 RECEPTACLE FOR DRINKING FOUNTAIN.PROVIDE GFI BREAKER IN PANEL. AND COORDINATE WITH ARCHITECTURAL,MECHANICAL,AND PLUMBING 804 112"CONDUIT TO CORRESPONDING MECHANICAL UNIT.BOXES,CONDUIT,AND DRAWINGS FOR ADDITIONAL WORK THAT IS REQUIRED BY THE permit set CONDUCTORS TO BE PROVIDED BY ELECTRICAL CONTRACTOR.LEAVE 12' CONTRACTOR. SLACK AT BOX AND MECHANICAL UNIT.MECHANICAL CONTRACTOR TO MAKE FINAL CONNECTIONS.COORDINATE BOX QUANTITYISIZE AND QUANTITY OF B. ALL CONDUIT AND JUNCTION BOXES ARE TO BE CONCEALED IN NEW WALLS. CONDUCTOR(S)WITH MECHANICAL CONTRACTOR.COORDINATE EXACT USE OF SURFACE MOUNTED RACEWAYS MUST BE APPROVED BY THE LOCATION WITH MECHANICAL CONTRACTOR. ARCHITECT FOR EACH LOCATION.WHERE APPROVED,UTILIZE WIREMOLD 820 HEAT RISE THERMOSTAT.PROVIDE CONDUIT AND CONDUCTORS TO OR APPROVED EQUAL SURFACE MOUNTED RACEWAYS PAINTED TO MATCH ASSOCIATED EQUIPMENT. SURROUNDING WALLS. C. REFER TO ARCHITECTURAL ELEVATIONS FOR OUTLET HEIGHTS WHERE THE 2nd floor SPECIFIC OUTLET HEIGHT IS NOT INDICATED ON THIS SHEET.REFER TO THE ELECTRICAL LEGEND FOR THE DEFAULT OUTLET HEIGHT WHEN NOT INDICATED ON ELEVATIONS OR ON THIS SHEET. flower plan CITYroAPPROVED PLANS D. MECHANICAL EQUIPMENT SHOWN IN APPROXIMATE LOCATION. II''�� ..ar..<.a.<.m,n..nI COORDINATE WITH MECHANICAL CONTRACTOR. PLANSMUST BE ONIOBSITE E. ALL NON-LOCKING,120-V.15 AND 20-AMP RECEPTACLES SHALL BE LISTED e5. 12 FOB ALL INSPECTIONS TAMPER-RESISTENT RECEPTACLES PER NEC 406.12 Page 55 of 180 MUSGROVE ENGINEERING,P.A. 23a sD 8370 r �SS10N 8 m I 208.384 0585 W5 Wm 25ffi Sme� / Id FaI4,ID83402 1 ^!66 208.523.2862 on www.mu.go xpa.rom 2,132025 0 PaorEa.zza„ �ADDMASO� c b a ELECTRICAL KITCHEN EQUIPMENT SCHEDULE r Item# Description Electrical Data Panel Circuit Number 2 PLANETARY MIXER 208 V11-4784 VA 1K 1,3 7 DISHWASHER 208 VI8-16662 VA 1K 2,4,6 8 CONVECTION OVEN;GAS 120 VII-948 VA 1K 5 HOTPLATE;GAS 120 V11-180 VA 1K 8 11 TILTING SKILLET BRAISING PAN;GAS 120 VII-1080 VA 1K 9 — — 12 KETTLE 208 V/3-12000 VA 1K 10,12,14 FI 13 STEAMER 208 V/3-10000 VA 1K 11,13,15 n35 1112 15 PROOFER CABINET 120 V11-15DO VA 1K 16 1K-33 15 PROOFER CABINET 120 V/1-1500 VA 1K 17 1K-30 16 ICECUBER 120 V/1-1320 VA 1K 18 21 SERVING COUNTER,HOT FOOD,ELECTRIC 208 VI1-3600 VA 1K 20,22 23 SERVING COUNTER,COLD FOOD 120 V/1-528 VA 1K 23 23 SERVING COUNTER,COLDFOOD 120 V11-528 VA 1K 21 7 GFI 11vOq 24 WALK IN COMBINATION COOLER FREEZER,REMOTE:FREEZER FAN 120 V11-120 VA 1K 83 -60" 24 WALK IN COMBINATION COOLER FREEZER,REMOTE:FREEZER 208 V/1-1000 VA 1K 62,64 24 WALK IN COMBINATION COOLER FREEZER,REMOTE:COOLER 208 V/1-2000VA 1K 65,67 AC 24 WALK IN COMBINATION COOLER FREEZER,REMOTE:COOLER FAN 120 V/1-210 VA 1K 66 VGFI 26 CONVECTION OVEN;GAS 120 VI1-948 VA 1K 7 1K-69,71,73 GFI 9 27 COUNTERTOP GRIDDLE;GAS 120V/1-180VA 1K 24 I n1 28 STEAMER 208 V/3-10000 VA 1K 25,27,29 z 0 I5�ry 1K-32 29 HOTPLATE;GAS 120 V11-180 VA 1K 28 11114 111141 111v41 11v20 30 FRYER;GAS 120 VII-180 VA 1K 28 l 33 REACH-INREFRIGERATOR 120V11-684VAIII 1K 32 69 6g71 33 34 REACH-IN FREEZER 120 V/1-660 VA 1K 33 1g2g NOTE:COORDINATE ALL POWER REQUIREMENTS AND LOCATIONS WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. H 1K-34 GFI 11v00 1K-rug 102A 1K-00 H This document is the 1K54 1110D 1K-39 111\Oq property of erstad ARCHITECTS and is HCP-10 protected by U.S. and 1K-24 international lows. Use, 111071 1K-26 11 121p1v01._3425.27.29 modification of this 11 1120 reproduction, or -28�11121 °a"' 1"-3#61#10Gi1'1.0461 27 26 28 0 0 0 -2,4,6 obtaining written document w thout first n 121 permission of erstad 11 ARCHITECTS is prohibited. 0 1gg This document may not be 111v 16 H used in any unauthorized �a 0 Q 7) manner. 4>2022 11B 1K-1 111vt 1112 1K-1,3 0 HCP-101B .13,15 1K-06 AC N 11121 314-3#10,1#10G 1K49 GFI O 11100 1K5 1K-10.12.1 lK-1 110 1l"_N1,l411G 1K-31 M 111\Og11v11 1112 1110 112 3 1112111 -2 V 00 v _ 1K-23 5 11 2 0 0 819 �� ____________ RP-1 1K-W 1K-21 8 1 � � a 23 11121) 101A 11100111211 1K38 H111211111\Oq AC i L1_12L11061 1K-16 GFI 11 1110YI 1K-03 I }� �i HCP-101A � 3 ---n120- IK-61 IH08 -------- -- --------� DETAIL GENERAL NOTES: F — — — 1K�422---- 111vq I I 1. THERE SHALL BE ONE GROUND FAULT SENSOR,ONE SHUNT /1\ O �C TRIPBREAKERAND ASSOCIATED WIRING FOR EACH DEVICE Y/ Q 11v3) 24 24 1111q ] I GROUND THAT IS TO HAVE GROUND FAULT PROTECTION BASED ON THIS- 1314"-2#10,1#10G K-3 _ _ 30121311 _ 30I2J3R FAULT I DETAIL.EACH SENSOR AND SHUNT TRIP TO OPERATE ON AN 8 I SENSOR NOIVIOUAL BASIS. 120v CIRCUIT V, i �62- L 11v 1K-65,67 1K-68,70 2 4 — FOR O O DETAIL KEYED NOTES: V g - - - - - - - g AND SHUNT 105 ; I TRIP POWER I O SYMBOL USED FOR NOTE CALLOUT. \V Q EH I I 1. SHUNT TRIP BREAKER FOR TYPICAL EQUIPMENT. Y/ 10 lK-63 lK-66 O I -I 2 INK TECHNOLOGIESGROUND FAULT NSOR AGS SETH 5 A FIXED SETTING TO SHUNT TRIP RIES GROUND FAULT SENSOR OR APPROVED EQUALED BREAKER.UTILZE I_________ __________ 3. ROUTE ALL CURRENT CARRYING CONDUCTORS THROUGH THE ASSOCIATED GROUND FAULT SENSOR. > O 4. ALL GROUND SENSOR RELAYS TO BE LOCATED IN A NEMA 1 ENCLOSURE,SIZED AS REQUIRED. 5. UTILIZE THE SAME CIRCUIT FOR ALL SENSORS AND SHUNT TRIP TRIGGERS,UNO. EQUIPMENT U O3 \V CM enlarged electrical kitchen Ian r1 GROUND FAULT SENSOR CABINET DETAIL 1 1 iy p U NTS 1/4„-1,_D„ UJ revision: no. desc. date project: 231 106 keyed notes: general notes: date: 02.11.2025 OSYMBOL USED FOR NOTE CALLOUT. A. THESE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE: THEREFORE THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL 819 CONNECT WATER HEATER AND ALL ASSOCIATED DEVICES AND EQUIPMENT. 1113 EQUIPMENT LOCATED ON THE ROOF. ELECTRICAL EQUIPMENT AND DEVICE LOCATIONS WITH ARCHITECTURAL, COORDINATE WITH PLUMBING CONTRACTOR PRIOR TO ROUGH-IN. 1114 DROP DOWN PLUGS.COORDINATE EXACT LOCATION WITH OWNER PRIOR TO MECHANICAL,AND PLUMBING DIVISIONS PRIOR TO ROUGH-IN.REFER TO 1106 ROUTE CIRCUIT(S)THROUGH ASSOCIATED HOOD CONTROL PANEL. ROUGH-IN. AND COORDINATE WITH ARCHITECTURAL,MECHANICAL,AND PLUMBING permit set COORDINATE WITH EQUIPMENT SUPPLIER.RE:KITCHEN HOOD CONTACTOR 1120 ROUTE CIRCUIT(S)THROUGH THE GROUND FAULT SENSOR CABINET. DRAWINGS FOR ADDITIONAL WORK THAT IS REQUIRED BY THE DETAILS REGROUND FAULT SENSOR CABINET DETAIL CONTRACTOR. 1107 KITCHEN HOOD CONTROL PANEL.CONTROL PANEL MOUNTED ON THE KITCHEN 1121 PROVIDE GFI BREAKER IN PANEL AT POSITION INDICATED. HOOD.COORDINATE CONNECTION REQUIREMENTS WITH THE HOOD SUPPLIER. 1122 FLUSH MOUNTED GROUND FAULT SENSOR CABINET SIZED AS REQUIRED.RE: B. ALL CONDUIT AND JUNCTION BOXES ARE TO BE CONCEALED IN NEW WALLS. 1108 SWITCHES FOR KITCHEN HOOD LIGHTS AND EXHAUST FAN.PROVIDE CONDUIT GROUND FAULT SENSOR CABINET DETAIL USE OF SURFACE MOUNTED RACEWAYS MUST BE APPROVED BY THE AND CONDUCTORS TO THE KITCHEN HOOD CONTROL PANEL AS REQUIRED. ARCHITECT FOR EACH LOCATION.WHERE APPROVED,UTILIZE WIREMOLD LABEL SWITCHES"HOOD LIGHTS"AND"HOOD FAN'AS APPLICABLE. OR APPROVED EQUAL SURFACE MOUNTED RACEWAYS PAINTED TO MATCH 1109 KITCHEN HOOD CONTACTOR CABINET(S)LOCATED ABOVE THE CEILING.LABLE SURROUNDING WALL& enlarged AS"KITCHEN HOOD CONTACTOR PANEL'.RE:KITCHEN HOOD CONTACTOR C. REFER TO ARCHITECTURAL ELEVATIONS FOR OUTLET HEIGHTS WHERE THEDETA electrical SPECIFIC OUTLET HEIGHT IS NOT INDICATED ON THIS SHEET.REFER TO 1110 120V POWER FOR DOOR HEATER.COORDINATE WITH EQUIPMENT CITY APPROVED PLANS THE ELECTRICAL LEGEND FOR THE DEFAULT OUTLET HEIGHT WHEN NOT kitchen SUPPLIER/INSTALLER. INDICATED ON ELEVATIONS OR ON THIS SHEET. fill 120V POWER FOR HEAT TAPE.COORDINATE WITH EQUIPMENT PLANSMUSTa 00NB 51TE SUPPLIEWINSTALLER. D. COORDINATE ALL KITCHEN POWER REQUIREMENTS AND LOCATIONS WITH plan 1112 PROVIDE I"CONDUIT BETWEEN THE ROOF TOP UNIT AND THE EVAPORATOR FOR ALL INSPECTIONS EQUIPMENT SUPPLIERS PRIOR TO ROUGH-IN. UNIT LOCATED IN THE T EREQUIREMENT PROVIDE CONDUCTORS AS e5. 13 REQUIRED.COORDINATE REQUIREMENTS WITH THE EQUIPMENT E. ALL NON-LOCKING.120.V.15 AND 20-AMP RECEPTACLES SHALL BE LISTED SUPPLIER/INSTALLER. TAMPER-RESISTENT RECEPTACLES PER NEC 406.12 Page 56 of 180 MUSGROVE ENGINEERING,P.A. 1 2 4 s.��o0 Way ��SION e ENS 288.384 0585 W5 Wm 25,n Sett, Id Fa14,ID 83482 1766 208.523.2862 www.mu.gm cp..mm 2,112025 0 —EC.yz a„ AD 0MAso� H i g 4t , e.8 e.6 e.4 e.3 e d c b a 1 923 923 — — — — � m O 3 962 FACP- r@.O 114 n<• ° cs 905 902 ar.• - - - - - - - - - - - - - I - - - - - - - fio 4 907 gp2 902 962 9Tz oz 923 902 902 962 yo-4 A — s02 ® O O — EE. 923 om•• ro;a..•z. 902 O 923 0 0 0 0 0 0 - L so _ J_ A 0 ❑ a � m r 7 11923 0 a n° ym» a ;ea •ixtn e.•n• 901L 907 soz soz 907® TT A2 — .•o-O 922 sOz s02 I ^� 921 .•••wi•a 902 •mw amw 0 0 962 962 boys — gp7 This dOCllment is the O 902 902 of 902 90z n,"Im•" ,z Ak ARCPHITECTS and tls 22" .Iwn•. 902 protected b U.S. and O 902 902 902 902 902 soz sot sot 902 international lows. Use, 5 923 d 962 902 — — — 60" — — — — �� moproduction,modification rths \�`�"i//) m dification f 902 +60" ,rrK• 902 902 902 r_____— �� 2M (z)z" (2)2" O (2)2" (2)2" +60" I� ® +60" �min. a", document without first 907 902 O om.. „rK. ,dos 36 O �w•on, obtaining wrion tten +ao ` 0 902 0 Q rstad ARCHITECTS fs eprohibited. O .•.•a• 923 0 \ 0 907 This document may not be m•a.m•rc• _ ° used in any unauthorized 0 m0 m 902 ma n In____ 907 923 907 923 9T 902 \aa r — — — r •w zz (2)2' (2)2' +60'2 (2)2' (2)2^ < 0 907 sot — — — — — — — — — — — — — — — — — — — — — — — — — — Ak 903 902 903 902 (2)2" 902 902 sp2 90z AC 923 M 90P 902 M / K 00 O 862 8112 862 0 �� za 907 802 902 902 ��•�, m 923 O y 903 902 903 902 907 907 907 0O0 O� 1112" e90 a• .w a• ,w0. ,w0.ae C0 904 nh, n. � o � ._ O „a.a• "0" 1 �--------------� soz — g 1L 16 1M 902 902 LCP-A MI O 902 •O OO e�i o•r.,.r moo. 0 O — — — — — O0 — — — — — — — / / W C J' yr® 1112" 1 vz'® s6z Ac n! � sm m a O soz m N+so^ `v V r F 0 902 AC 2 903 90 903 902 903 902 `V O i v2'® 1 1/2°� yr® V 8 I I sot I soz 8 4_0 so2 3— `>V O — — — —I — — — — — — — — - + - - - - - - - - - -- - - - - 4 - -L - - - - - - �// N 10 I I I I I I I I I I I I 10 W � g f.5 e.8 e.6 e.4 e.3 e d c b a revision: no. desc. date mfirst floor special systems plan 1/8"=1'-0" project: 231 106 date: 02.11.2025 keyed notes: general notes: O SYMBOLUSEDFORNOTECALLOUT. A. THESE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE:THEREFORE THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL permit set 901 TELEPHONE TERMINAL BOARD.RE:TELEPHONE TERMINAL BOARD DETAIL. 923 PROVIDE JUNCTION BOX FOR FUTURE CAMERA AND 1"EMPTY CONDUIT WITH EQUIPMENT AND DEVICE LOCATIONS WITH ARCHITECTURAL,MECHANICAL,AND 902 V CONDUIT,UNO,TO NEAREST ACCESSIBLE CEILING,STUB AT LEAST 12" PULL LINE TO ABOVE ACCESSIBLE CEILING AND ROUTE TO NEAREST CABLE PLUMBING DIVISIONS PRIOR TO ROUGH-IN.REFER TO AND COORDINATE WITH ABOVE THE CEILING.TERMINATE WITH INSULATED THROAT BUSHING. TRAY.COORDINATE WITH ACCESS CONTROL SUPPLIER PRIOR TO ROUGH-IN. ARCHITECTURAL,MECHANICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL 903 MULTI.SERVICE FLOOR BOX.REROWER PLANS WORK THAT IS REQUIRED BY THE CONTRACTOR. 904 CEILING MOUNTED DATA FOR PROJECTOR.STUB 314"CONDUIT ABOVE ACCESSIBLE CEILING.TERMINATE WITH INSULATED THROAT BUSHING. B. ALL USE OF SURFFACCEE A JUNCTION BOXES ARE TO BE CONCEALED IN NEW WALLS. MOUNTED RACEWAYS MUST BE APPROVED BY THE 905 PROVIDE JUNCTION BOX AT+q6'AFF FOR ACCESS CONTROL SYSTEM CARD ARCHITECT SURFACE FOR EACH LOCATION,WHERE APPROVED,UTILIZE WIREMOLD OR READER,STUB 314'CONDUIT FROM THE JUNCTION BOX TO ABOVE THE APPROVED EQUAL SURFACE MOUNTED RACEWAYS PAINTED TO MATCH 1st floor NEAREST ACCESSIBLE CEILING AT LEAST 12"ABOVE THE GRID.VERIFY CARD SURROUNDING WALLS. READER LOCATION AND MOUNTING HEIGHT WITH THE SECURITY CONTRACTOR PRIOR TO ROUGH-IN. CITY APPROVED PLANS C. REFER TO ARCHITECTURAL ELEVATIONS FOR OUTLET HEIGHTS WHERE THE $,$, plan ..e�°,�°a°�°ma;m... 907 JUNCTION BOX FOR WIRELESS ACCESS POINT MOUNTED ABOVE CEILING.STUB "'"'° SPECIFIC OUTLET HEIGHT IS NOT INDICATED ON THIS SHEET.REFER TO THE 314"CONDUIT TO ABOVE THE NEAREST ACCESSIBLE CEILING AT LEAST 12' vwrvs muST eE ory loe sire ELECTRICAL LEGEND FOR THE DEFAULT OUTLET HEIGHT WHEN NOT INDICATED ABOVE THE GRID. ron ALL INSFECm.Ns ON ELEVATIONS OR ON THIS SHEET. 921 PROVIDE JUNCTION BOX ABOVE COUNTER FOR DOOR SECURITY BUTTON. 922 PROVIDE 1'CONDUIT WITH PULL-LINE FROM DOOR SECURITY BUTTON TO DOOR D. INSTAL PULL-LNE IN ALL EMPTY CONDUTS FOR FUTURE E. TERMILNATE ALLI CONDUITS WITH INSULL TIED THROAT BUSHING. PULL. FRAME e6. 1 �/��/l 6■ 1 1 . Page 57 of 180 MUSGROVE ENGLNEERTNG,P.A. 1 2 4 s.��o0 Wgy ��SION e ENS 288.384 0585 W5 Wm 25rh Sneer Ia Fa14,ID 8W2 1766 208.523.2862 www.mu.Xm cp..mm 2,112025 0 PRaE Tzza„ AD0MAso� H i g f e.8 e.6 e.4 e.3 e d c b a 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 XAC 92a 2 soz nr..n Dore soz �Iwmd — — — — 7 — — — — r — — — — —� — — — — — — — — — — — — — — — 7 2 3 - - - - - - - - - - - - - - - - - - 3 — — — — — — — — — — — — — — — — — — — — 4 P9 ® 902 902 4 soz® soz sot 8 wage 11z ' .moo r o 0 0 reran reran goa. mmn gnae m 0 sw0 sg70 so70 so70 g4 u. 0 re:u.r saz o O This document is the property of erstad 902 902 ARCHITECTS and is 0 0 protected by U.S. and (2)2' 902 international lows. Use, �n 902 902 902 reproduction, or 907® LLJ— — — — +60" — — — +60" 923 — — — — — — — — — — — — docda m ent without of this (2)2" (2)2" (2)2" (2)2" obtaining written soz soz permission 1 erstad ARCHITECTS is prohibited. 923 This document may not be O0 0 used in any unauthorized 907 0 m(D 7 \ / manner. ®2022 yO 923 907 923 \ / w n \ / +60" (2)2" (2)2" +60" � (2)2" (2)2" X —I — — — — — — — — — — — — / \ — — — — — — — — — — r 6 p 502 soz 902 — ^^V (2)2 I 1212 92m 902 902 ❑ Y 9°2 so2 •— I I I I I � I � I I ° soz soz p p ❑ ° n3gr.a. reran s..e. 907 907 -h Brae iWeO a wei a 2A 3M O soz soz — — — soz soz .o;g. — — — — — — — — — — — 1 Y/ 7 so2 so2 ❑ t O 7 ❑ V soz o I soz I I I I I I � V 8 8 � - 4 - - 4 - - - - - � - - 10 04 I I I I I I I I I I I g f.5 f e.8'' e.6 e.4 e.3 e d c b a revision: no. desc. date m second floor special systems plan project: 231 106 date: 02.11.2025 keyed notes: general notes: OSYMBOL USED FOR NOTE CALLOUT. A. THESE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE:THEREFORE THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL permit set 902 1"CONDUIT,UNO,TO NEAREST ACCESSIBLE CEILING,STUB AT LEAST 12" EQUIPMENT AND DEVICE LOCATIONS WITH ARCHITECTURAL,MECHANICAL,AND ABOVE THE CEILING.TERMINATE WITH INSULATED THROAT BUSHING. PLUMBING DIVISIONS PRIOR TO ROUGH-IN.REFER TO AND COORDINATE WITH 907 JUNCTION BOX FOR WIRELESS ACCESS POINT MOUNTED ABOVE CEILING.STUB ARCHITECTURAL,MECHANICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL 3/4"CONDUIT TO ABOVE THE NEAREST ACCESSIBLE CEILING AT LEAST 12" WORK THAT IS REQUIRED BY THE CONTRACTOR. ABOVE THE GRID. B. ALL CONDUIT AND JUNCTION BOXES ARE TO BE CONCEALED IN NEW WALLS. 923 PROVIDE JUNCTION BOX FOR FUTURE CAMERA AND 1"EMPTY CONDUIT WITH USE OF SURFACE MOUNTED RACEWAYS MUST BE APPROVED BY THE PULL LINE TO ABOVE ACCESSIBLE CEILING AND ROUTE TO NEAREST CABLE ARCHITECT FOR EACH LOCATION,WHERE APPROVED,UTILIZE WIREMOLD OR TRAY.COORDINATE WITH ACCESS CONTROL SUPPLIER PRIOR TO ROUGH-IN. APPROVED EQUAL SURFACE MOUNTED RACEWAYS PAINTED TO MATCH 2 n d floor SURROUNDING WALLS. C, REFER TO ARCHITECTURAL ELEVATIONS FOR OUTLET HEIGHTS WHERE THE $•$• plan SPECIFIC OUTLET HEIGHT IS NOT INDICATED ON THIS SHEET.REFER TO THE CITY APPROVED PLANS ELECTRICAL LEGEND FOR THE DEFAULT OUTLET HEIGHT WHEN NOT INDICATED ,...wMcm.c,,,,P ••. I ON ELEVATIONS OR ON THIS SHEET. PLANS MUST 9E ON JOX SITE FOX ALL INSPEL'rIONS D. INSTALL PULL-LINE N ALL EMPTY CONDUITS FOR FUTURE CABLE PULL. P E. TERMINATE ALL CONDUITS WITH INSULATED THROAT BUSHING. V ■ 12 Page 58 of 180 MUSGROVE ENGINEERING,P.A. �p]AL 2348.Whispervapd Way SSl ENc B iw,ID83709 208.384.0585 O� .5 Wm 2Nh s-" Idaho Falls,M 83402 °" 12766 208.523.2M2 3/10/2025 www.mus®orcpa.rom PRPIECT 22-014 oMAs�� I uulul� Iiilluuuuuuuul ill uppll e.8 e.6 e.4 e.3 - uuullllllllllllllulllllll _ _ _ _ � _ _ _ _ � _ - _ _ � - - - - - - - - - - - - - - - - - - - - - -- - - - - 4 - - 4 - - - - - + - - 4 1 I I I I I I 4 (TIE) 102 -26 WP11101) CU GFI 101 1A J3 a 30/2/3R 30/2J3R CU 821 11102-3234361A-34,36 111v2) 1A-22,24 102 2M 31 111151 RIE) 206 301313R This document is the d1\03)W/15A 111011 RTU 110 3013/3R^ 202 108 11100 property of erstad FUSES 60/ 3R 2M-4,6 111031 3M-2.4. RTU RTU ARCHITECTS and is 3M- 21,2 RTU W/15A 11/4'-4#6,1#OG 1114"-4#6,1#10G 1M-2fi.28.30 11012, ,36 303I3R protect b U.S. and _ 1114"4#61#10G 3I3R^ FUSES RTU P Y 211 � 114 111011 208 W A 111v3) 112 � 01 5A^ 1114"-0fF6,1#10G WI SA^ 106 1"-0#10,1#10G O 118 d 104) 0 2A-26 d1021 111031 111031 0 retroduction,loots. Use, RTU - - - - RTU v RTU 60 3R FUSE RTU RTU FUS 111021 FUSES - - - - - - - - - - - - / C \ P �'' �01313R- 111151 1 \�J// modification of this 2M-19,1,23 GFI W/30A 6 3l3 60I313R document without first GF 1114' ,1#10G o o FU ES o 11041 0 1110� o (TIE) 0 30 o tl1004) W130A o 111`031301 3R 11v041 111\041 0 FUSE 2A-26 11v041 11104) YV15A obtaining written 1v04) 11102) /313R F SE FUSES ry ID1) 60I3I�R^ 2M-14161 13/3R 11v09 `� 11v041 W'ES 11v041 permission of ep rohi 0/313R WI30 111021 601313 W130A W130A�. ARCHITECTS is rohibited. 11/4"4#6,1#10G 11103) P WP^ 601, p 2B-17 W/15A FUS S" 6013/3R 3o-IR1 W/3 0/313R 11103311 1103I301313R FUSES 111\0430 3R FUSES111102 11101) ll 3013/3R 111 This document may not be TIE FUSES 111021W/30A W115A F ES W115A W/15A 2M-8,10,12 GFI 11v011 /15A GFI 11ID9 W/30A 1M-1 5,17 (TIE) 11103 111\O7J FUSES W/15A (TIE) used in any unauthorized "FUSES FUSES FUSES SES 114"-0#6,1#10G FUSES 3M-8,10,12 3M-14,1Q18 FUSE 1114 4#6,1#10G 103 manner. ®2022 115 30I3I3R 3M- 15.17 30/3/3R 1 1l4"-0#6,1#10G 30/3I3R 1 1l4"-0#6,1#10G\ IE 2A-26 fi013/3R 1313R.-. 2A-25 60/3 0 Qo 30/313R 2M-13,15,17 3M-25,27,2 1114'-4#6,1#10G 111 -1,3,5 ) /3UA I'.1u4 1M- 22,1# O RTU 111\04) TD W/15A 1114'-4#6,19 OG 1114"-0#6,1 1OG 11101 W/15A WI15A 111031 11/4"4#6,1#10G W/n 1 W/15A 11v02) 111\031 0/3I3R 1110 1v03) USE 1114"-0#6,1#10 FUS 601313R FUSES RTU FUSES v /313R FUSES 601313RI1100 FUSES E W/3UASES W/30A - FUSES 11v04) W/30A I30A - -2'4#6,19 111\0?) 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A. THEE ELECTRICAL ELECTRICAL RE HALLO ORDINAICINNALECTTHEREFORE permit set THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL 1104 CONNECTION FOR POWERED EXHAUST UNIT.COORDINATE LOCATION AND EQUIPMENT AND DEVICE LOCATIONS WITH ARCHITECTURAL,MECHANICAL,AND 821 CONTROL EXHAUST FAN WITH PROGRAMMABLE TIME CLOCK PROVIDED BY ROUTING OF CONDUIT WITH THE MECHANICAL CONTRACTOR. PLUMBING DIVISIONS PRIOR TO ROUGH-IN.REFER TO AND COORDINATE WITH MECHANICAL CONTRACTOR,INSTALLED BY ELECTRICAL CONTRACTOR.LOCATE 1105 2-POLE THERMAL OVERLOAD DISCONNECT SWITCH. ARCHITECTURAL,MECHANICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL ADJACENT TO THE PANEL SERVING THIS EQUIPMENT AND LABEL WITH 1106 ROUTE CIRCUIT($)THROUGH ASSOCIATED HOOD CONTROL PANEL. WORK THAT IS REQUIRED BY THE CONTRACTOR. EQUIPMENT SERVED. COORDINATE WITH MECHANICAL CONTRACTOR PRIOR COORDINATE WITH EQUIPMENT SUPPLIER.RE:KITCHEN HOOD CONTACTOR TO ROUGH-IN. DETAILS B. ALL CONDUIT AND JUNCTION BOXES ARE TO BE CONCEALED IN NEW WALLS. 1101 MOUNT RECEPTACLE ON RIGID CONDUIT 12'ABOVE ROOF DECK OR ON 1115 HEAT TAPE LOCATED ON ROOF.WRAP HEAT TAPE AROUND ROOF DRAIN AND USE OF SURFACE MOUNTED RACEWAYS MUST BE APPROVED BY THE MECHANICAL UNIT WHERE APPLICABLE. OVERFLOW DRAIN DOWNSPOUT.EXTEND HEAT TAPE 4'DOWN THE DRAINPIPE. ARCHITECT FOR EACH LOCATION.WHERE APPROVED,UTILIZE WIREMOLD OR 1102 FIELD COORDINATE DISCONNECT AND CONDENSER LOCATION WITH MAKE ALL REQUIRED CONNECTIONS.REHEAT TAPE DETAIL. APPROVED EQUAL SURFACE MOUNTED RACEWAYS PAINTED TO MATCH electrical MECHANICAL CONTRACTOR TO MAINTAIN ALL REQUIRED CLEARANCES. 1123 PROVIDE AND INSTALL HEAT TAPE AROUND THE BASE ON THE MECHANCIAL SURROUNDING WALLS. 1103 FUSED DISCONNECT AS INDICATED FOR SEPARATE POWERED EXHAUST UNIT THEN ROUTE TO NEAREST ROOF DRAIN.UTILIZE 12W/FT HEAT TAPE. C MECHANICAL EQUIPMENT SHOWN IN APPROXIMATE LOCATION.COORDINATE roof plan CONNECTION.COORDINATE LOCATION AND MOUNTING WITH MECHANICAL PROVIDE PENTAIRE AMC-1 THERMOSTATIC CONTROLS FOR EACH CIRCUIT, WITH MECHANICAL CONTRACTOR. CONTRACTOR TO MAINTAIN ALL REQUIRED CLEARANCES.CONNECT TO THE LOAD SIDE OF THE MAIN DISCONNECT.PROVIDE GUTTER,JUNCTION BOX(ES), WIRE TAPS AS REQUIRED,MAXIMUM LENGTH OF CONDUCTORS SHALL BE 10 e7. 11 FEET. Page 59 of 180 MUSGROVE ENGINEERING,P.A. 1 2 4.ID 1170 y ��SION e ENS 288.384 0585 W5 Wm 25rh Svttr Id Fa14,ID 83482 1766 208.523.2M2 www.mu.gm cp..mm 2,112025 0 PRo eaT zz a„ SAD DMASo� GENERAL NOTES: A. CONDUIT,CONDUCTORS AND AIC CALCULATIONS FOR ALL SERVICE,PANEL AND EQUIPMENT FEEDERS INDICATED ON THE MAXIMUM SYMMETRICAL RMS MSB-A,206Y/120,1600A 3PH,4W, ONE-LINE HAVE BEEN SIZED BASED ON COPPER.THE 65KAIC,MAXIMUM FOOTPRINT 42,512 FAULT CURRENT SHALL BE fi0"WIDE X 25'DEEP CONTRACTOR MAY USE COMPRESSED ALUMINUM (TYPICAL OF SYMBOL) ---------- --------------------------------------------------------- CONDUCTORS FOR THESE FEEDERS PROVIDING THE CONDUIT, gg,7gq 1 1 _ CONDUCTOR SIZES AND AIC CALCULATIONS ARE ADJUSTED AS 1 ® l SPACE REQUIRED TO MEET ALL NATIONAL ELECTRICAL CODE i600A l ; l 200A 3400A 3POA - )300A -—_ 200A l 200A l 200A l 200A l 200A 400A 400A l 2WA l 2WA REQUIREMENTS. 1 O 3P i/ /3P /3P /3P /3P /3P 3P 3P /3P /3P B. FURNISH AND INSTALL ENGRAVED LABEL ON THE FRONT OF I N i______� -I -- SPARE SPARE THE MAIN SERVICE EQUIPMENT NOTING THE AVAILABLE FAULT CURRENT VALUE SHOWN. PAD MOUNT TRANSFORMER, PAD AND METER BY IPCO. RE:GROUND BAR DETAIL KEYED NOTES: o 0 0 0 0 OSYMBOL USED FOR NOTE CALLOUT. �-------------- -' ---- - --' � o � - 27 2 2 2 c� 1. PROVIDE SUSSMAN POWER MODULE,OR APPROVED EQUAL, UNDERGROUND PRIMARY CO UIT (5)<l"-W/4#400 EACH u J o 0 0 0 o U U SWITCH SIZED AS REQUIRED WITH CONTROL TRANSFORMER, AND CONDUCTORS BY IPCO. O FIRE SAFETY INTERFACE,FIRE ALARM VOLTAGE MONITORING — RELAY,KEYED TEST SWITCH,RED INDICATOR LAMP, MECHANICALLY INTERLOCKED AUXILIARY NO/NC CONTACTS, 1 AND CLASS J FUSES SIZED AS REQUIRED.VERIFY THE POWER PANEL EmEL O OMODULE AND THE FUSE RATING WITH THE ELEVATOR SUPPLIER 9L' s RMM PRIOR TO ORDERING THE EQUIPMENT.RE:POW ER PLANS SEC.1 SEC.2 (3175A 2. PROVIDE RELAY AND MONITOR MODULE TO MONITOR POWER FUSES TO SHUNT TRIP BREAKER. 34,596 37,718 RE-POWER PLANS 19,257 9,537 32,574 8,305 24,470 7,802 14,012 30,776 3. CONNECT TO FIRE ALARM SYSTEM. 4. MAIN BREAKER SHALL BE 100%RATED. 30 HP ELEVATOR /1 ONE -LINE DIAGRAM _0" This document is the property of erstad ARCHITECTS and is protected by U.S. and international lows. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ®2022 Switchboard: MSB-A Location:Space 23 Volts:120/208 Wye &I.C.Rating:65,000 Supply From: Phases:3 Mains Type: V� Q Mounting: Wires:4 Mains Rating:1600 A (� Enclosure:Type 1 MCB Rating: (� `�Notes: 00 100%RATED MAIN BREAKER -�CKT Circuit Description #of Poles Frame Sim Trip Rating Load Remarks 1 1 L 3 200 A 200 A 18041 VA 2 i M 3 400 A 400 A 119892 VA 3 ELEVATOR 3 250 A 250 A 46800 VA , 4 1 K 3 400 A 400 A 99451 VA 5 1A 3 200 A 200 A 26893 VA •� 6 113 3 200 A 200 A 22524 VA 7 1 C 3 200 A 200 A 33523 VA 8 2A 3 200 A 200 A 17060 VA O 9 2B 3 200 A 200 A 10980 VA W C 10 2M 3 400 A 400 A 90235 VA 10 = L_ 11 3M 3 400 A 400 A 114075 VA 12 13 V 14 15 16 Q 17 18 }� 19 20 L Total Conn.Load: 596680 VA \ Q Total Amps: 1656 A / Legend: e3ee3� � N Load Classification Connected Load Demand Factor Estimated Demand Panel Totals HVAC 314677 VA 100.00% 314677 VA Lighting 16602 VA 100.00% 16602 VA Total Conn.Load:596680 VA Other 24551 VA 100400% 24551 VA Total Est.Demand:553489 VA Power 144951 VA 100.00% 144951 VA Total Conn.Current:1656 A Receptacle 96396 VA 55.19% 53198 VA Total Est.Demand Curref.1536 A revision: no. desc. date Notes: project: 231 106 date: 02.11.2025 permit set CITY APPROVED PLANS Reviewed for Code Compliance one-line PLANS MUST BE ON JOB SITE diagram FOR ALL INSPECTIONS e8. 11 Page 60 of 180 MUSGROVE ENGINEERLNG,P.A. 234 s.� W,r l;cS10NAL p 1 .-IDa]'!09 VJ T �r 208.384 0585 �j W5 Wm 25°h Sett° l SECOND Id F,I4,ID 83402 1 ^!66 FLOOR 208.523 2862 ACCESSIBLE 2,112025 0 CEILING —ECT 22 4u AD°MAgO� NUMBER OF FIXTURE HEADS 5 VARY WITH TYPE OF FIXTURE SEE FIXTURE SCHEDULE m cn o� m W POLE PER SCHEDULE 3' o n =m FIRST o W a ? FLOOR 4'CONDUITS FROM TTB TO SECOND • a , wz9 n FINISHED FLOOR ACCESSIBLE CEILING 3"CABLE MOUNT.RINGS PLACED CEILING EVERY 18 SELF REGULATING mowo a GROUNDING BUSHING I 0 HEATING CABLE 12 HANDHOLE WITH GROUNDING LUG WATTSSN IN ICE OR TYPICAL UNO CONCEALED WELDED STEEL TENON PRE-FINISHED ET SNOW l WITH STAINLESS STEEL BOLTS(ALL PLYWOOD SHEETS,4'x8' i WALL BRACKET 4" RUBBED BASE TO 12'BELOW GRADE.RU WITH POLE) CORNERS ROUND AND SIDES SMOOTH 18" BASE COVER TO MATCH POLE WITH STAINLESS ROOF DRAIN �FLOEW SCREWS I 0 o LANDSCAPED SURFACE FIN NON-SHRINK GROUT UNDER BASE ; it O DRAIN TTB A ® - GRADE PLATE PACKED TIGHT AFTER LEVELING HEATING CABLE 4 FT 30'MIN DON ROOF DRAIN,AND CURB OVERFLOW DRAIN NEWTON WALL-MOUNT GROUND BAR OR EQUIVALENT .::a #4 BARE COPPER BOND FROM BOLT TO #8 BARE o 12" RE BAR WITH EXOTHERMIC WELD OR N CABLE CLAMP(TYP.) COPPER FINISHED UFER GROUND '� COMPRESSION FITTING PHONE SERVICE DEMARC(BY FLOOR UFER#310 GROUND OUTILITY) 1 SCHEDULE 40PVC If')TO .;c LENGTH OF ANCHOR BOLTS PER PHONE MANUFACTURERS RECOMMENDATIONS.INSTALL SWITCH PH Y OWNER) TCH 20'UFER HANDHOLE OR NEXT PER FACTORY TEMPLATE.DOUBLE LUGS WITH o 0 110 BLOCKS (BY OWNER) FIXTURE AS SHOWN. TRIPPLITE ISOBAR 6 OR EQUAL oo (BY OWNER) 112"-1#6G (3)8'x518"ROD ELECTRODES FLAT WASHERS AT BASE PLATE.CLEAN BOLT WITHIN 6 OF OUTLET MAIN SERVICE GROUND 6'-0'MINIMUM THREADS AND SURFACES TO PROVIDE WEATHERPROOF GROUNDING CONTINUITY TO POLE. JUNCTION BOX COPPER GROUND BUS DETAIL GENERAL NOTES: I 0 I.. WITH(6)b6TERMINATION 2-INST AR CAGE AT 6"O.C.EACH WAY TOP TO BOTTOM. POINTS A. ALL CONDUCTORS SHALL BE IN EMT CONDUIT UNLESS NOTED OTHERWISE.ALL L(3)#4 HORIZONTAL TIES WITHIN TOP 6.OF BASE. CONVENIENCE OUTLET(SEE o000NDUIT SHALL HAVE A GROUNDING BUSHING AT EACH END. POWER PLAN) DETAIL KEYED NOTES:B. ALL CONNECTIONS SHALL BE EXOTHERMIC WELD,LISTED PRESSURE CONNECTORS,LISTED CLAMPS OR OTHER LISTED MEANS. ONTRACTOR MAY USE PRE-CAST POLE BASE.SUBMIT PRE-CAST •SYMBOL USED FOR NOTE CALLOUT. C. PROVIDE BONDING OF GAS PIPING PER NEC 250.104(B)(1). 24'ROUND FORMED DRAWING TO ENGINEER FOR FINISHED APPROVAL. FLOOR This document is the 1. DESIGN MPONEBASES ON ECESSAHEMICE COMPLETINGCABLES.PROVIDEINCLUDING, DING,BYSTEM property of erstad 4"CONDUIT FOR TELEPHONE SERVICE TCONDUITS TO TTB-B COMPONENTS NECESSARY FOR ACOMPLETE,OPERABLE SYSTEMINCLUDING,BUT ARCHITECTS and is DETAIL KEYED NOTES: DETAIL GENERAL NOTES: 4"conDUlTsroTra6 NOT LIMITED TO CABLES,CLAMPS,END SEALS AND POWER CONNECTIONS. protected by U.S. and 4'CONDUIT FOR FIBER OPTIC SERVICE COORDINATE WITH CIRCUIT VOLTAGE.ENGINEER APPROVED EQUALS ALLOWED. international lows. Use, #O SYMBOL USED FOR NOTE CALLOUT. 1. INCREASE THE SPECIFIED HEIGHT OF THE POLE BY 2'-0"TO ENSURE UNIFORM 4"CONDUIT FOR CAN SERVICE 2. SERVING CIRCUIT BREAKER(S)FOR HEAT TRACE LOADS SHALL BE 30.A GFER reproduction, or FIXTURE MAINTAIN HEIGHT WHERE THE 6"BASE IS USED. modification of this 1. UFER GROUND TO BE 20'OF#4 AWG COPPER OR 1l2"MINIMUM DIAMETER STEEL 2. PROTECTED AREA IMPLIES THE POLE IS INSTALLED AT LEAST 30'FROM PARKING OR 3. PROVIDE AND INSTALL ONE PENTAIR DIGITRACE#AMGIA OR EQUAL THERMOSTAT document without first REINFORCING BAR PER 250.52. DRIVE AREAS. BUILDING A CONTROL FOR EACH CIRCUIT. obtaining written perm This issi 0n of erstad GROUND BAR DETAIL LIGHT POLE BASE DETAIL ;\TELEPHONE TERMINAL BOARD DETAIL HEAT TAPE DETAIL ARCHITECTS is prohibited. NTS 2 NTS U NTS 4 NTS used din0 any nun uthorizedbe manner. 02022 N � O DETAIL GENERAL NOTES: DETAIL KEYED NOTES: PATCH TO MATCH M 5 1 A. THIS LIGHTING CONTROL DIAGRAM IS BASED ON AN ACUITY,nLIGHT EXISTING FINISH !R M SERIES SYSTEM.ALTERNATE MANUFACTURES MEETING THE FUNCTIONAL 1. UNSWITCHED LINE VOLTAGE POWER FEED FROM LOCAL PANEL. CONDITIONS COMPACTED FILL IN 6'LIFTS `V OO cO 1 REQUIREMENTS SET FORTH IN THE DESIGN ARE ACCEPTABLE. OR PER SPECIFICATIONS 4O 2. RELAY MODULE.nLIGHT SERIES nPP16 OR EQUAL. B. BOTH THE DAYLIGHT AND THE NON-DAYLIGHT ZONES ARE TO HAVE ASPHALT,CONCRETE, FINISHED GRADE 3. CEILING MOUNTED,DUAL TECHNOLOGY,OCCUPANCY SENSOR.QUANTITY LAN,ETC ON/OFF,RAISE/LOWER LIGHTING CONTROL.ALL ZONES ARE TO HAVE ' (n a b b AND LOCATION AS INDICATED ON PLANS.PROVIDE nUGHT SERIES _ 5 OCCUPANCY SENSOR MINUTEAUTO-ON UPON DETECTION D OCCUPANCY AND nCM-PDT-9-RJB OR EQUAL.LOCATE OCCUPANCY SENSORS PER THE — O3 O3 AUTO-OFF AFTER(20)MINUTES OF NO OCCUPANCY DETECTION. 5 5 5 OCCUPANCY SENSOR AUTO-ON IS TO BE LIMITED TO A MAXIMUM OF 50% MANUFACTURE'S RECOMMENDATIONS FOR OPTIMAL COVERAGE. 1 OF THE FIXTURE POWER AS REQUIRED BY THE 2012 INTERNATIONAL RO MOWN SHALL OCCUR WITHIN 2 FEET OF ENTERING THE —III— III-1 12 5 2 2 2 2 ENERGY CONSERVATION CODE(IECC).VERIFY AUTO-OFF TIME LIMIT WITH THE TENANT AND ADJUST AS APPLICABLE. 4. WALL MOUNTED SWITCH(ES)WITH OFF AND B OWER FUNCTIONS, -I I- QUANTITY AS INDICATED,FOR CONTROL ROOM OF THE ROOM LIGHTING. 6'RED MARKER TAPE, O •� C. CONTRACTOR SHALL PROVIDE ALL LINE-VOLTAGE AND LOW-VOLTAGE PROVIDE nLIGHT nPODM SERIES OR LENGTH OF TRENCH 6 6 8 8 EQUAL. (CAT5E)CABLING REQUIRED PER THE MANUFACTURES 5. FACTORY PRE-TERMINATED,LOW VOLTAGE,CAT5E,CONDUCTORS L RECOMMENDATIONS FOR A FULLY FUNCTIONAL LIGHTING CONTROL SYSTEM. BETWEEN LIGHTING CONTROL O DEVICES. _ O 6. LINE VOLTAGE SWITCHED LEG FROM RELAY PACK TO LIGHTING LOAD. �+ L D. THE LIGHTING CONTROL SYSTEM IN EACH ROOM SHALL BE A COMPLETE CONDUITS AND INDEPENDENT NETWORK.PROVIDE ALL SYSTEM COMPONENTS O V REQUIRED TO ALLOW SYSTEM SETUP,CONNECTIONS,PROGRAMING, SAND BEDI INTERFACES,ECT WITHOUT DEPENDING ON THE BUILDING LOCAL AREA CONTRACTODRNG AND BACKFILL ev NETWORK (LAN). o E. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL CONTROLLERS, LIGHTING LIGHTING EMERGENCY INTERFACE MODULES,ECT,ABOVE THE ACCESSIBLE CEILING DIRECTLY W ABOVE THE ASSOCIATED SWITCH(ES).THE LOCATIONS OF EACH DEVICE DETAIL KEYED NOTES: �••+ t ZONE'a' ZONE'b' LIGHTING a•+ SHALL BE MARKED ON THE FINAL AS-BUILT DRAWINGS FOR THE (DIMMNIG) (DIMMING) LOAD L OWNER. O SYMBOL USED FOR NOTE CALLOUT. O F. ALL CABLING IN EXPOSED AREAS SHALL BE CONCEALED IN CONDUIT, PROVIDE JUNCTION BOXES AS 1. IF MULTIPLE CONDUITS SHARE TRENCH,PROVIDE SPACING BETWEEN CONDUITS. /1 REQUIRED. PROVIDE ZIP TIES,AND TIE ALL CONDUITS TOGETHER TO ENSURE STABILITY. Y/ G. UTILIZE FACTORY PRE-TERMINATED AND TESTED CABLES FOR ALL (V DIGITAL LIGHTING CONTROL SYSTEM CABLING.ALL LIGHTING CONTROL 2. BURIAL DEPTH TO BE VERIFIED WITH UTILITIES AND AUTHORITY HAVING JURISDICTION: to CABLING SHALL BE LABELED SO THAT IT IS EASILY IDENTIFIABLE ELECTRICAL FEEDERS,COMMUNICATIONS:24"MINIMUM AS LIGHTING CONTROL SYSTEM UNDERGROUND SECONDARY:36"MINIMUM CABLING. UNDERGROUND PRIMARY:48"MINIMUM 5 LIGHTING CONTROL DETAIL 6 TRENCHING DETAIL TUTS TUTS revision: no. desc. date LIGHTING CONTROL PANEL LCP-A Circuit Zone Description Panel Number Z-1 LTS-FLAG POLE 1L 19 project: 231106 date: 02.11.2025 Z-2 LTS-SITE PARKING 1L 1 Z-2 LTS-SITE PARKING 1L 20 Z-3 LTS-EXTERIOR BUILDING 1L 4 Z-3 LTS-EXTERIOR BUILDING 1L 6 Z-4 LTSAST FLOOR HALLWAY 1L 5 ZA LTS-2ND FLOOR HALLWAY 1L 7 Z-5 LTS-CAFETERIA(COMMONS 1L 8 permit se Z-5 LTS-CAFETERIA(COMMONS 1L 9 ZE EXTERIOR BUILDING SIGN JIL 123 NOTES: 1.PROVIDE TIMECLOCK 2.COORDINATE TIME SCHEDULE WITIHO NERAS �UIRED. CITY APPROVED PLANS NTSA Reviewedfor Code Compliance electrical PLANS MUST BE ON JOB SITE details FOR ALL INSPECTIONS e8. 12 Page 61 of 180 MUSGROVE ENGTNEERING,P.A. 1 2 4 s.��o0 Wxy ��SION e ENS 208.384 0585 W5 Wm 25,E Svee� 1d Fa14,ID 83402 1766 208.523.2862 www.mu.gm cp..mm 2,112025 0 -EC.zz a„ SAD DMASo� FROM PANEL'1 K' HOOD CONTROL PANEL,HOOD LIGHTS FROM PANEL'1K' FROM PANEL-1 K' HOOD CONTROL PANEL,HOOD j LIGHTS LIGHTING AND FAN SWITCHES TO FROM PANEL'1K BE REMOTE MOUNTED BY ELECTRFROM PANEL'1K RE E-6SICA1 CONTRACTOR. CONTROL O KITCH T 0 HOODO PANEL;HCP-101B RE:ENLARGED LIGHTING AND FAN SWITCHES TO ELECTRICAL KITCHEN BE REMOTE MOUNTED BY TO KEF-101B PLAN M FIRE ALARM CONNECTION ELECTRICAL CONTRACTOR. KITCHEN AREA HOOD RE:ES.5 CONTROL O g GAS SOLENOID VALVE PANEL;HCP-101A O TOMAU-101 ELECTRICAL ARGED DETAIL KEYED NOTES: ELECTRICAL KITCHEN - ------- ------i TO KEF-101A PLAN M FIRE ALARM CONNECTION I O# SYMBOL USED FOR NOTE CALLOUT. 2 GAS SOLENOID VALVE 0I O I 1. 3-POLE,60AMP RATED CONTACTOR NTH DETAIL KEYED NOTES: 120V COIL. 2. 4-POLE,30AMP RATED CONTACTOR NTH �- ------- -----� (10,12,14) KETTLE-#K-12 I 120V COIL. OSYMBOL USED FOR NOTE CALLOUT. LE.VALVE SHALL 3. HOOD CONTACTOR CABINET LOCATED IN PREP ROOM 153.PROVIDE NEMA 1 I O 1 1. 4-POLE,30AMP RATED CONTACTOR WITH ENCLOSURE SIZED TO ACCOMODATE ALL iK-8 HOTPLATE-#K-9 120V COIL, I I COMPONENTS AS REQUIRED,PROVIDE iK-5 CONVECTION OVEN-#K-8 I 2. HOOD CONTACTOR CABINET LOCATED IN I 240V RATED,NORMALLY OPEN, I iK-16 PROOFER CABINET-#K-15 1 PREP ROOM 153.PROVIDE NEMAI CONTACTS. ENCLOSURE SIZED TO ACCOMODATE ALL O I 4. PROVIDE CONNECTION TO GAS SOLENOID AS VAIE AS SPARE SPARE I CONTACTS.COMPONEN?NORMALLY OPEN,ROVIDE I iK-(11,13,15)�- - STEAMER-#K-13 I CLOSEAo VLMINOF ANSUL YSTEM. --------------- 3. PROVIDE CONNECTION TOGAS SOLENOID COORDINATE VALVE LOCATION WITH VALVE AS APPLICABLE,VALVE SHALL I CLOSE TO ELIMINATE SUPPLY OF GAS I DIVISION 22. UPON ACTIVATION OF ANSUL SYSTEM. 5. HOOD CONTROL D SWITCHES INS WITH I REMOTE MOUNTED SWITCHES INSTALLED COORDINATE VALVE LOCATION WITH I BY THE ELECTRICAL CONTRACTOR FOR KITCHEN HOOD CONTROL PANEL HP-101A I KITCHEN HOOD CONTROL PANEL HP-101B DIVISION 22. HOOD LIGHTS AND EXHAUST FAN 4. HOOD CONTROL D SWITCHES INS WITH Description Panel Circuit Number O� 1 CONTROL.CONTROL PANEL PROVIDED Description Panel Circuit Number REMOTE MOUNTED SWITCHES INSTALLED P I iK-9 TILTING SKILLET BRAISING PAN-#K-11 WITH THE HOOD INSTALLED BY THE P BY THE ELECTRICAL CONTRACTOR FOR 1K-17 I ELECTRICAL CONTRACTOR.FIELD VERIFY PROOFER CABINET-#K-15 HOOD LIGHTS AND EXHAUST FAN 8-CONVECTION OVEN,GAS 1K 5 LOCATION PRIOR TO ROUGH-IN. 11-TILTING SKILLET BRAISING PAN;GAS 1K 9 CONTROL.CONTROLPANELPROVIDED 9-HOTPLATE;GAS 1K 8 SPARE SPARE I RE:E-6.5. 12-KETTLE 1K 10,12,14 WITH THE HOOD INSTALLED BY THE I ELECTRICAL CONTRACTOR.FIELD VERIFY 15-PROOFER CABINET 1K 16 SPARE SPARE I 13-STEAMER 1K 11,13,15 LOCATION PRIOR TO ROUGH-IN. KEF-101A iK 45,47 I 1bPROOFER CABINET 1K 17 This document is the RE:E-6.5. I KEF-101B 1K 48,50 property of erstad •----------------- ARCHITECTS and is nKITCHEN HOOD CONTACTOR DETAIL HCP 101A KITCHEN HOOD CONTACTOR DETAIL HCP 101B protected by U.S. and n nternational lows. Use, NTS NTS reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. 02022 N � M M FROM PANEL-1 K HOOD CONTROL PANEL,HOOD 00 LIGHTS FROM PANEL'1K' FROM PANEL'1 K HOOD CONTROL PANEL,HOOD FROM PANEL'1K LIGHTS FROM PANEL'1K' _ LIGHTING AND FAN SWITCHES TO y BE REMOTE MOUNTED BY ELECTRICAL CONTRACTOR. KITCHEN AREA HOOD LIGHTING AND FAN SWITCHES TO }+ RE:E-6.5 CONTROL O BE REMOTE MOUNTED BY PANEL;HCP-102A RNEL; RGED ELECTRICAL CONTRACTOR. KITCHEN AREA HOOD , TO MAU-102 RE:E-6.5 CONTROL Oq ELECTRICAL KITCHEN PANEL;HCP-102B TO KEF-102A PLAN M FIRE ALARM CONNECTION RE:ENLARGED GAS SOLENOID VALVE ELECTRICAL KITCHEN 3 O TO KEF-102B PLAN rA FIRE ALARM CONNECTION _ _______ _____ 4 DETAIL KEYED NOTES: z O SOLENOID 0 O __ = L_ 1 DETAIL KEYED NOTES: O# SYMBOL USED FOR NOTE CALLWT. I ------- --- (� 1 do I 1. 3-POLE,60AMP RATED CONTACTOR WITH I O SYMBOL USED FOR NOTE CALLOUT. I 1 20V COIL. iK-(25,27,29) }STEAMER-K-1{28 I 2. 4-POLE,30AMP RATED CONTACTOR NTH I O I 1. 4-POLE,30AMP RATED CONTACTOR NTH J K-26 HOT PLATE-#K-29 O I 120V COIL. 120V COIL. 1 3. HOOD CONTACTOR CABINET LOCATED IN iK-28 FRYER-#KSO I 2. HOOD CONTACTOR CABINET LOCATED IN PREP ROOM 153.PROVIDE NEMA 1 I PREP ROOM 153.PROVIDE NEMA 1 ^' V ENCLOSURE SIZED TO ACCOMODATE ALL I SPARE SPARE ENCLOSURE SIZED TO ACCOMODATE ALL I I COMPONENTS AS REQUIRED,PROVIDE I SPARE SPARE I COMPONENTS AS REQUIRED,PROVIDE �� } CONTACED TS.' CONTACTS.' OPEN, ----------- CONTATED S.'NORMALLY OPEN, L CONTACTS. I _-J CONTACTS. C 4. PROVIDE CONNECTION TO GAS SOLENOID � 3. PROVIDE CONNECTION TO GAS SOLENOID `J 10 CONVECTION OVEN-K#8 1 VALVE AS APPLICABLE.VALVE SHALL VALVE AS APPLICABLE.VALVE SHALL 1K-24 COUTERTOP GRIDDLE-K-1{27 CLOSE TO ELIMINATE SUPPLY OF GAS CLOSE TO ELIMINATE SUPPLY OF GAS UPON ACTIVATION OF ANSUL SYSTEM. UPON ACTIVATION OF ANSUL SYSTEM. r SPARE SPARE 1 COORDINATE VALVE LOCATION WITH COORDINATE VALVE LOCATION WITH SPARE SPARE I DIVISION 22. KITCHEN HOOD CONTROL PANEL HP-102A DIVISION 22. KITCHEN HOOD CONTROL PANEL HP-102B Wto 5. HOOD CONTROL D SWITCHES 1A'WITH Description Panel Circuit Number 4. HOOD CONTROL D SWITCHES INS WITH Description Panel Circuit Number REMOTE MOUNTED SWITCHES INSTALLED P REMOTE MOUNTED SWITCHES INSTALLED P 1 BY THE ELECTRICAL CONTRACTOR FOR BY THE ELECTRICAL CONTRACTOR FOR ----------------- HOOD LIGHTS AND EXHAUST FAN 8-CONVECTION OVEN,GAS 1K 7 HOOD LIGHTS AND EXHAUST FAN 29-HOTPLATE;GABS iK 26 CONTROL.CONTROL PANEL PROVIDED 27-COUNTERTOP GRIDDLE;GAS 1K 24 CONTROL.CONTROL PANEL PROVIDED 30.FRYERS;GAS 1K 28 WITH THE HOOD INSTALLED BY THE WITH THE HOOD INSTALLED BY THE 28STEAMER 1K 25,27,29 KEF-1026 iKELEC 57,59 LOCATION PRIOR TO ROUGH-IN. FIELD VERIFY KEF-102A 1K 53,55 LOCAELECTION PRIOR TO ROUGH-IN. FIELD VERIFY LOCATION PRIOR TO ROUGH-IN. LOCATION PRIOR TO ROUGH-IN. reVISIOD: RE:E-6.5. RE:E-6.5. no. desc. date 3 KITCHEN HOOD CONTACTOR DETAIL HCP 102A 4 KITCHEN HOOD CONTACTOR DETAIL HCP 102B NTS NTS project: 231 106 date: 02.11.2025 permit set CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS electrical details e8. 13 Page 62 of 180 MUSGROVE ENGINEERING,P.A. 1 2M i �W'y V6S Ta E,b��L 288.J840585 �j W5 Wm 25,E Setts Branch Panel: 1A Branch Panel: 1 B d M523ID8J402 1766 www. smaimm 2/U2025 w 0 Location:Space 10 Volts:120/208 Wye A.I.C.Rating:22,000 Location:Space 23 Volts:120/208 Wye A.I.C.Rating:35,000 Pa Supply From:MSB-A Phases:3 Mains Type: Supply From:MSB-A Phases:3 Mains Type: OF Mounting:RECESSED Wires:4 Mains Rating:200A Mounting:Surface Wires:4 Mains Rating:200A D Enclosure:Type 1 MCB Rating: Enclosure:Type 1 MCB Rating: Notes: Notes: 60 CIRCUIT SINGLE SECTION PANEL. 60 CIRCUIT SINGLE SECTION PANEL. CKT Circuit Description Trip Poles A B C Poles Trip Clroult Description CKT CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 FACP-A 20A 1 180 VA 180 VA 1 20A FIRE ALARM BELL 2 1 REC-FIRE RISER,MECH,MAINT. 20A 1 540 VA 900 VA 1 20A REG-MENTAL HEALTH 120 2 3 REC-TTB-A 20A 1 360 VA 0 VA 1 20A Spare 4 3 REC-MENTAL HEALTH 120 20A 1 .0 VA 120 VA 1 20A REC-MENTAL HEALTH 120&HALL 4 5 Spare 20A 1 0 VA 360 VA 1 20A REC-RECEPTION 6 5 RECSEVENTH GRADE 122 20A 1 540 VA 720 VA 1 20A REC-SEVENTH GRADE 122 6 7 REC-CULINARY CLASSROOM 20A 1 1260... 1260... 1 20A REC-CONFERENCE 8 7 RECSEVENTH GRADE 122&HALL 20A 1 540 VA 720 VA 1 20A REC-EIGHTH GRADE 124 8 9 REC-CONFERENCE FLOOR BOX 20A 1 720 VA 1080... 1 20A REC-LOBBY&RECEPTION 10 9 REC-EIGHTH GRADE 124 20 A 1 720 VA 540 VA 1 20A REC-EIGHTH GRADE 124 10 11 REC-OFFICES 20A 1 1260... 900 VA 1 20A REC-CAFETERIA/COMMONS 12 11 REC-EIGHTH GRADE 126 20A 1 1 1540 VA 720 VA 1 20A REC-EIGHTH GRADE 126 12 13 REC-OFFICE,LOBBY,&HALL 20A 1 1440... 1240... 1 20A HAND DRYER 14 13 REC-EIGHTH GRADE 126 20A 1 540 VA 540 VA 11 20A REC-EXTERIOR,ELEC,&STORAGE 14 15 REC-DRINKING FOUNTAIN 20A 1 360 VA 1240... 1 20A HAND DRYER 16 15 RECSIXTH GRADE 119 20A 1 540 VA 720 VA 1 1 20A REC-SIXTH GRADE 119 16 17 HAND DRYER 20A 1 1240... 1080..4 1 20A REC-OFFICES 18 17 RECSIXTH GRADE 119 20A 1 540 VA 540 VA 1 20A REC-SEVENTH GRADE 121 18 19 HAND DRYER 20A 1 1240..4 219 VA 1 20A REC-ELEVATOR EQUIPMENT 20 19 RECSEVENTH GRADE 121 20A 1 720 VA 720 VA 1 20A REC-SEVENTH GRADE 121 20 _111111121 REC-OFFICE 20A 1 720 VA 894 VA 2 15 A CU-102 22 21 RECSEVENTH GRADE 123&HALL 20A 1 540 VA 720 VA 1 20A RECSEVENTH GRADE 123 22 23 ELEVATOR PIT LIGHT AND RECEPTACLE 20A 1 232 VA 894 VA 24 23 RECSEVENTH GRADE 123 20A 1 540 VA 540 VA 1 20A REC-EIGHTH GRADE 125 24 25 Spare 20A 1 0 VA 1000... 2 20A EH-102 26 25 REC-EIGHTH GRADE 125 20A 1 720 VA 540 VA 1 20A REC-EIGHTH GRADE 125 26 27 Spare 20A 1 OVA 1000... -- -- -- 28 27 EH-103 20A 2 1000... 1000... 2 20A EH-104 28 29 EH-101 20A 2 1000... 180 VA 1 20A ELEVATOR EQUIPMENT-ENCLOSURE FOR... 30 29 -- -- -- 1000... 1000... -- -- -- 30 31 -- -- -- 1000... 1080... 1 20A REC-CAFETERIA/COMMONS 32 31 EF-103 20A 1 85 VA 180 VA 1 20A WH-1 32 33 EF-102 20A 1 864 VA 894 VA 2 15 A CU-103 34 33 RP-1 20A 1 KOVA 1 20A EF-104 34 35 REG-RESTROOMS 20A 1 360 VA 894 VA 36 35 MOTORIZED SCREEN 20A 1 360 VA 1 20A REC-DATA RACK 36 37 EF-101 20A 1 53 VA 180 VA 1 20A ZDA 38 37 REC-DATA RACK 20A 1 360 VA 540 VA1 20A REC-TTB-A2 38 39 DOOR HOLDERS 20 A 1 180 VA OVA 1 20 A Spare 40 39 REC-MAINTENANCE 20 A 1 1 20A Spare 40 41 WASH BINS 20A 1 540 VA 0 VA 1 20A Spare 42 41 Spare 20A 1 0 VA 1 20A Spare 42 43 Spare 20A 1 OVA OVA 1 20A Spare 44 43 0VA1 20A Spare 44 45 Spare 20A 1 0VA 0VA 1 20A Spare 46 45 1 20A Spare 46 47 Spare 20A 1 OVA OVA 1 20A Spare 48 47 Spare 20A 1 OVA 1 20A Spare 48 49 Spare 20A 1 OVA OVA 1 20A Spare 50 49 Spare 20A 1 OVA OVA1 20A Spare 50 51 Spare 20A 1 OVA OVA 1 20A Spare 52 51 Spare 20A 1 OVA 1 20A Spare 52 53 Spare 20A 1 rOVA OVA 1 20A Spare 54 53 Spare 20A 1 OVA OVA 1 20A Spare 54 55 Spare 20A 1 O VA O VA 1 20A Spare 56 55 Spare 20 A 1 O VA O VA 1 20A Spare 56 57 Spare 20A 1 OVA OVA 1 20A Spare 58 57 Spare 20A 1 OVA OVA 1 20A Spare 58 59 Spare 20 A 1 OVA 1 20A Spare 60 59 Spare 20 A 1 OVA OVA 1 20 A Spare 60 Total Load: 10006 VA 8134 VA1 VA Total Load: 7645 VA 7704 VA 7240 VA Total Amps: 84 A 68 A 74 A Total Amps: 64 A 65 A 60 A Legend: Legend: This document is the property of erstad ARCHITECTS and is protected by U.S. and international lows. Use, reproduction, or Branch Panel: 1 C Branch Panel: 1 K modification of this document without first Location:Space 41 Volts:120/208 Wye A.I.C.Rating:10,000 Location:Space 7 Volts:120/208 Wye A.I.C.Rating:22,000 obtaining written Supply From:MSB-A Phases:3 Mains Type: Supply From:MSB-A Phases:3 Mains Type: permission of erstad Mounting Surface WIre g's:4 Mains Rating:200A Mounting: g'RECESSED Wines: Mains Rating:400A ARCHITECTS is prohibited. t be Enclosure:Type MCB Rating: Enclosurea This document may no :Type1 MCB Rating: used in any unauthorized manner. 02022 Notes: Notes: 60 CIRCUIT SINGLE SECTION PANEL. PROVIDE SECTION 1 WITH FEED THROUGH LUGS.MAINTAIN SPECIFIED CONDUIT AND FEEDER SIZE FROM SECTION 1 TO SECTION 2 CKT Circuit Description Trip Poles A B C Poles Trip Clroult Description CKT CKT Circuit Description Trip Poles A B C Poles Trip Clroult Description CKT 1 REC-MEDICAL ARTS 128 20A 1 1080... 900 VA 1 20 A REC-MEDICAL ARTS 128 2 1 2-PLANETARY MIXER 30 A 2 2392... 6221... 3 20A 3-DISHWASHER 2 0 3 REC-MEDICAL ARTS 128 20A 1 720 VA 720 VA 1 20 A REC-MEDICAL ARTS 128 4 3 — -- -- 2392... 6221... -- -- — 4 a� M 5 REC-MEDICAL ARTS 128 20 A 1 720 VA 720 VA 1 20 A REC-MEDICAL ARTS 128 6 5 8-CONVECTION OVEN,GAS 20A 1 948 VA 6221... -- -- — 6 M 7 REC-MEDICAL ARTS 128 20 A 1 720 VA 720 VA 1 20 A REC-MEDICAL ARTS 128 8 7 8-CONVECTION OVEN,GAS 20A 1 948 VA 180 VA 1 20A 9-HOTPLATE;GAS 800 fRV 9 REC-DRINKING FOUNTAIN 20A 1 360 VA 900 VA 1 20A REC-BUSINESS 129 10 9 11-TILTING SKILLET BRAISING PAN;GAS 20A 1 1080... 4000. 3 60A 12-KETTLE 10 11 REC-OFFICE 135a/b 20A 1 1440... 720 VA 1 20A REC-BUSINESS 129 12 11 13-STEAMER 40A 3 3333... 4000... -- -- -- 12 13 REC-OFFICE 1331134 20A 1 1080... 360 VA 1 20A REC-DRINKING FOUNTAIN 14 13 -- -- -- 3333... 4000... -- -- -- 14 15 REC-BUSINESS 129 20A 1 540 VA 1080... 1 20A REC-GRAPHIC ARTS 16 15 -- -- -- 3333... 1500... 1 20A 15-PROOFER CABINET 16 a� y 17 REC-HALL&STORAGE 135 20 A 1 540 VA 297 VA 1 20A EXHAUST FANS 18 17 15-PROOFER CABINET 20 A 1 1500... 1320... 1 20A 16-ICE CUBER 18 19 REC-BUSINESS 129 20 A 1 720 VA 720 VA 1 20A REC-BUSINESS 129 20 19 1800... 2 20A 21-SERVING COUNTER,HOT FOOD,ELECTRIC 20 21 EF-105,106,&107 20A 1 106 VA 720 VA 1 20A REC-GRAPHIC ARTS 22 21 23-SERVING COUNTER,COLD FOOD 20 A 1 528 VA 1800... -- -- -- 22 23 REC-GRAPHIC ARTS 20A 1 720 VA 1200... 2 20A REC-CNC BREAK,GRAPHIC ARTS 127 24 23 23-SERVING COUNTER,COLD FOOD 20A 1 528 VA 180 VA 1 20A 27-COUNTERTOP GRIDDLE;GAS 24 }+ 25 REC-GRAPHICARTS 20A 1 720 VA 1200... -- -- -- 26 25 28-STEAMER 40A 3 3333... 180 VA 1 20A 29-HOTPLATE;GASE 26 27 REC-LATHE,GRAPHIC ARTS 127 20A 1 1200... 1800... 1 20A REC-MILL,GRAPHIC ARTS 127 28 27 — -- -- 3333... 180 VA 1 20A 30-FRYERS;GAS 28 29 REC-MILL,GRAPHIC ARTS 127 20A 1 1800... 1200... 1 20A REC-LATHE,GRAPHIC ARTS 127 30 29 — -- -- 3333... 180 VA 1 20A GROUND FAULT SENSOR CABINET 30 31 REC-LATHE,GRAPHIC ARTS 127 20A 1 1200... OVA 1 20A Spare 32 31 REC-KITCHEN 20A 1 360 VA 684 VA 1 20A 33-REACH-IN REFRIGERATOR 32 ^ 33 REC-MILL GRAPHIC ARTS 127 20A 1 1800... O VA 1 20A Spare 34 33 34-REACH-IN FREEZER 20A 1 660 VA 900 VA 1 20A REC-CULINARY 34 iL 35 REC-HANGING,GRAPHIC ARTS 127 20A 1 1200... OVA 1 20A Spare 36 35 REC-CULINARY 20A 1 900 VA 180 VA 1 20A WH-2 36 ^+ 37 REC-HANGING,GRAPHIC ARTS 127 20A 1 1200... OVA 1 20A Spare 38 37 REC-KITCHEN 20A 1 360 VA 180 VA 1 20A RP-1 38 W O 39 REC-GRAPHIC ARTS 127 20 A 1 1200... OVA 1 20 A Spare 40 39 HCP-102A 20 A 1 180 VA 180 VA 1 20 A HOOD LIGHTS 40 O 41 REC-GRAPHIC ARTS 127 20A 1 1200... OVA 1 20A Spare 42 41 Spare 20A 1 0 VA 0 VA 1 20A Spare 42 43 Spare 20 A 1 OVA OVA 1 20 A Spare 44 43 HCP-101A 20 A 1 180 VA 180 VA 1 20 A HOOD LIGHTS 44 M 45 Spare 20A 1 0VA OVA 1 20A Spare 46 45 KEF-101A 20A 2 1040... 180 VA 1 20A HOOD LIGHTS 46 ��/ V/ 47 Spare 20A 1 OVA OVA 1 20A Spare 48 47 — -- -- 1040... 1040... 2 20A KEF-101B 48 49 Spare 20A 1 OVA OVA 1 20A Spare 50 49 HCP-101B 20A 1 180 VA 1040... — 50 /R 51 Spare 20A 1 OVA OVA 1 20A Spare 52 51 1 1 52 V O 53 Spare 20A 1 EOVA 0 VA 1 20A Spare 54 53 KEF-102A 20A 2 832 VA 180 VA 1 20A HCP-102B 54 55 Spare 20A 1 OVA OV A 1 20A Spare 56 55 832 VA 180 VA 1 20A HOOD LIGHTS 56 57 Spare 20 A 1 OVA 0 VA 1 20A Spare 58 57 KEF-102B 20A 2 832 VA 832 VA 2 20A KEF-103 58 }0 59 Spare 20 A 1 OVA 1 20A Spare 60 59 -- -- -- 832 VA 832 VA -- -- -- 60 L Total Load: 106211146 VA 757 VA 61 HEAT TAPE FOR FREEZER 20A 1 360 VA 500 VA 2 20A 24-FREEZER 62 O Total Amps: 89 A 94 A 99 A 63 24-FREEZER FAN 20 A 1 120 VA 500 VA -- - -- 64 0 Legend: 65 24-COOLER 20A 2 1000... 210 VA 1 20A 24-COOLER FAN 66 A 67 — -- -- 1000... 1000., 2 20A EH-105 68 r 69 DROP PLUG POWER 20A 1 500 VA 1000...JVAO -- -- — 70 N 71 DROP PLUG POWER 20A 1 3 30A MAU-101 72 to 73 DROP PLUG POWER 20A 1 500 VA 2256... 74 75 MAU-102 20A 3 924 VA 2256... 76 Branch Panel: 1 L 77 — 1 20A Spare 78 79 924 VA 0 VA 1 20A Spare SOLocation:Space 23 Volts:120/208 Wye A.I.C.Rating:42,000 81 Spare 20A 1 OVA 0 VA1 20A Spare82Supply From:MSB-A Phases:3 Mains Type: 83 Spare 20A 1 1 20A Spare 84 Mounting:Surface Wires:4 Mains Rating:200 A Total Load: 32909 VA 34277 VA 32269 VA revision: Enclosure:Type 1 MCB Rating: Total Amps: 275 A 286 A 269 A no. desc. date Legend: Notes: CKT Circuit Description Trip Poles A B C Poles Trip Clroult Description CKT 1 LTS-SITE PARKING 20A 1 1116... 180 VA 1 20A LCP-A 2 3 LTS-SITE PARKING 20A 1 333 VA 774 VA 1 20A LTS-EXTERIOR BUILDING 4 5 LTSAST FLOOR HALLWAY 20A 1 1298... 737 VA 1 20A LTS-EXTERIOR BUILDING 6 7 LTS-2ND FLOOR HALLWAY 20A 1 1152... 758 VA 1 20A LTS-CAFETERIA/COMMONS 8 9 LTS-CAFETERIA/COMMONS 20A 1 734VA 1411... 1 20A LTS-KITCHEN&OFFICE AREA 10 project: 231106 11 LTS-ELEC,STOR,6TH&7TH GRADES 20A 1 979VA 1211... 1 20A LTS-STH,CRIMINAL JUSTICE/FIREFIGHTING,... 12 date: 02.11.2025 13 LTS-R.R.'S,SUPPORT RIMS,7TH&BTH... 20A 1 1549... 1014... 1 20A LTS-8TH GRADE,WORK RM,NGO,&MEDICA... 14 15 LTS-9TH,10TH,&11 TH GRADE 20 A 1 897 VA 1046... 1 20A LTS-11TH&12TH GRADE 16 17 LTS-97H&10TH GRADE 20A 1 979 VA 1041 1 20 A LTS-11TH,BREAK,R.R.'S,&ART/PRODUCTION 18 19 LTS-FLAG POLE 20 A 1 24 VA 444 VA 1 20A LTS-SITE PARKING 20 21 Spare 20A 1 OVA OVA 1 20A Spare 22 23 25 SparEeRIOReUILDINGSIGN 20A 1 OVA OVA 20A 1 SOOVA OVA I 20A Spare 26 20A Spam 24 permit set 27 Spare 20A 1 OVA OVA 1 20A Spare 28 29 Spare 20A 1 OVA OVA 1 20A Spare 30 31 Spare 20A 1 OVA 0 VA 1 20A Spare 32 33 Spare 20A 1 OVA OVA 1 20A Spare 34 CITY APPROVED PLANS 35 Spare 20A 1 OVA OVA 1 20A Spare 36 37 Spare 20A 1 OVA OVA 1 20A Spare 38 Reviewed for Code Compliance 39 Spare 20A 1 OVA 0 VA 1 20A Spare 40 41 Spare 20A 1 OVA OVA 1 20A Spare 42 electrical PLANS MUST BE ON JOB SITE Total Load: 6199 VA 5149 VA 6693 VA Total Amps: 53 A 43 A 57 A schedules FOR ALL INSPECTIONS Legend: e9. 11 Page 63 of 180 MUSGROVE Branch Panel: 1 M Branch Panel:213 ENGINEERING,P.A. AL 2M& war Location:Space 23 Volts:1201208 Wye A.I.C.Rating:42,000 Location:Space 90 Volts:120/208 Wye A.I.C.Rating:10,000 7W �` a O Supply From:MSB-A Phases:3 Mains Type: Supply From:MSB-A Phases:3 Mains Type: 208.384.0585 Mounting:Surface Wines: Mains 400A Mounting:RECESSED Wires:4 Mains 200A .5-25msera, Q-' 12766 9 9 9 mono eau.,m 8W Enclosure:Type 1 MCB Rating: Encosure:Type 1 MCB Rating: 91 208.523.2M2 3/10/2025 www.mus®orcpa.rom Notes: Notes: paaecT zz-aia 0 60 CIRCUIT SINGLE SECTION PANEL. `9D MASON CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 RTU-101 80 A 3 6965... 1381... 3 20A RTU-101 POWER EXHAUST 2 1 REC-BREAK/WORK RM REFRIGERATOR 20 A 1 720 VA 360 VA 1 20 A REC-BREAK/WORK RM COUNTER 2 3 -- - - 6965... 1381... -- -- -- 4 3 REC-BREAK/WORK RM 20A 1 1080... 1080... 1 20A REC-HALL&JANITOR 4 5 -- - - 6965... 1381... -- -- -- 6 5 REC-DRINKING FOUNTAIN 20 A 1 360 VA 540 VA 1 20A REC-ART/PRODUCTION 228 6 7 RTU-102 80 A 3 6965... 1381... 3 20A RTU-102 POWER EXHAUST 8 7 REC-ART/PRODUCTION 228 20 A 1 540 VA O VA 1 20A Spare 8 9 6965... 1381... -- -- -- 10 9 Spare 20 A 1 OVA OVA 1 20 A Spare 10 11 -- - -- 6965... 1381... -- -- -- 12 11 REC-TWELFTH GRADE 229 20 A 1 900 VA 540 VA 1 20 A REC-TWELFTH GRADE 229 12 13 RTU-103 45A 3 3879... 3879... 3 45A RTU-104 14 13 REC-TWELFTH GRADE 229 20 A 1 540 VA 540 VA 1 20 A REC-TWELFTH GRADE 227 14 15 -- - - 3879... 3879... -- - -- 16 15 REC-TWELFTH GRADE 227 20 A 1 540 VA 900 VA 1 20 A REG-TWELFTH GRADE 227 16 17 -- - - 3879... 3879... -- - -- 18 17 REC-ROOF TOP 20 A 1 540 VA 0 VA 1 20 A Spare 18 19 RTU-105 45 A 3 3879... 3158... 3 45A RTU-106 20 19 Spare 20 A 1 OVA OVA 1 20A Spare 20 21 -- - - 3879... 3158... -- -- -- 22 21 Spare 20 A 1 OVA OVA 1 20A Spare 22 23 -- - - 3879... 3158... -- -- -- 24 23 Spare 20 A 1 OVA OVA 1 20A Spare 24 25 RTU-107 45A 3 3158... 3158... 3 45A RTU-108 26 25 REC-ART/PRODUCTION 228 20 A 1 720 VA O VA 1 20 A Spare 26 27 -- - - 3158... 3158... -- - -- 28 27 REC-ART/PRODUCTION 228 20 A 1 1080... OVA 1 20 A Spare 28 3158... 3158... -- - -- 30 29 Spare 20A 1 OVA OVA 1 20A Spare 30 31 HP-103 30 A 2 0 VA 2160... 3 25 A RTU-118 32 31 Spare 20A 1 OVA OVA 1 20A Spare 32 1 33 0 VA 2160... 34 33 Spare 20 A 1 OVA OVA 1 20A Spare 34 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 36 37 Spare 20 A 1 OVA OVA 1 20 A Spare 38 37 Spare 20 A 1 OVA OVA 1 20A Spare 38 39 Spare 20 A 1 OVA OVA1 20 A Spare 40 39 Spare 20 A 1 OVA OVA 1 20 A Spare 40 41 Spare 20 A 1 0 V�A1 20 A Spare 42 41 Spare 20 A 1 OVA OVA 1 20 A Spare 42 Total Load: 39964 VA 39964 VA 43 Spare 20 A 1 OVA OVA 1 20 A Spare 44 Total Amps: 333 A 333 A 333 A 45 Spare 20 A 1 OVA OVA 1 20A Spare 46 Legend: 47 Spare 20 A 1 OVA OVA 1 20A Spare 48 49 Spare 20 A 1 OVA OVA 1 20 A Spare 50 51 Spare 20 A 1 OVA OVA 1 20A Spare 52 53 Spare 20 A 1 OVA O VA 1 20 A Spare 54 55 Spare 20A 1 OVA OVA 1 20 A Spare 56 57 Spare 20 A 1 OVA OVA 1 20 A Spare 58 Branch Panel:2A 59 Spare 20A 1 OVA OVA 1 20A Spare 60 Total Load: 3420 VA 4680 VA 2880 VA Location:Space 69 Volts:120/208 Wye A.I.C.Rating:35,000 Total Amps: 29 A 40 A 24 A Supply From:MSB-A Phases:3 Mains Type: Legend: Mounting:Surface Wires:4 Mains Rating:200A Enclosure:Type 1 MCB Rating: Notes: 60 CIRCUIT SINGLE SECTION PANEL. Branch Panel:3M Location:Space 69 Volts:120/208 Wye A.I.C.Rating:35,000 This document is the Supply From:MSB-A Phases:3 Mains Type: property of erstad CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Mounting:Surface Wires:4 Mains Rating:400A ARCHITECTS and is 1 REC-NINTH GRADE 219 20 A 1 540 VA 900 VA 1 20 A REC-NINTH GRADE 219&STORAGE 2 protected by U.S. and Enclosure:Type MCB Rating: international lows. Use, 3 REC-NINTH GRADE 219 20A 1 540 VA 540 VA 1 20A REC-TENTH GRADE 221 4 reproduction, or 5 REC-TENTH GRADE 221 20 A 1 720 VA 900 VA 1 20 A REC-TENTH GRADE 221&HALL 6 Notes: modification of this 7 REC-ELEVENTH GRADE 223 20A 1 360 VA 720 VA 1 20A REC-ELEVENTH GRADE 223 8 document without first 9 REC-ELEVENTH GRADE 223 20A 1 540 VA 540 VA 1 20A REC-ELEVENTH GRADE 225 10 obtaining written permission of erstad 11 REC-ELEVENTH GRADE 225 20A 1 1 1720 VA 540 VA 1 20A REC-ELEVENTH GRADE 225 12 ARCHITECTS is prohibited. 13 REC-NINTH GRADE 220 20A 1 720 VA 900 VA 1 20A REC-NINTH GRADE 220&STORAGE 14 This document may not be 15 REC-NINTH GRADE 220 20A 1 540 VA 540 VA 1 20A REC-TENTH GRADE 222 16 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT used in any unauthorized 17 REC-TENTH GRADE 222 20 A 1 720 VA 360 VA 1 20 A REC-TENTH GRADE 222 18 1 RTU-201 45 A 3 3158... 3158... 3 45 A RTU-202 2 man ner. .21122 19 REC-TENTH GRADE 224 20 A 1 900 VA 720 VA 1 20 A --TENTH GRADE 224 20 3 -- - - 3158... 3158... -- -- -- 4 21 REC-TENTH GRADE 224 20 A 1 540 VA 540 VA 1 20 A REC-ELEVENTH GRADE 226 22 5 -- - - 3158... 3158... -- -- -- 6 23 REC-ELEVENTH GRADE 226 20 A 1 720 VA 360 VA 1 20 A REC-ELEVENTH GRADE 226 24 7 RTU-203 45A 3 3158... 3158... 3 45A RTU-204 8 25 REC-ROOF TOP 20 A 1 900 VA 720 VA 1 20 A REC-ROOF TOP 26 9 __ - - 3158... 3158... -- -- -- 10 27 Other 20 A 1 320 VA O VA 1 20 A Spare 28 11 __ - - 3158... 3158... -- -- -- 12 29 Spare 20 A 1 OVA OVA 1 20 A Spare 30 13 RTU-205 45A 1 3 3158... 3158... 3 45A RTU-212 14 I A r 31 Spare 20 A 1 OVA OVA 1 20 A Spare 32 15 -- - - 3158... 3158... -- - -- 16 0 33 Spare 20 A 1 OVA OVA 1 20 A Spare 34 17 -- - - 3158... 3158... -- - -- 18 M 35 Spare 20 A 1 OVA OVA 1 20 A Spare 36 19 RTU-206 45 A 3 3158... 3158... 3 45 A RTU-207 20 37 Spare 20 A 1 OVA OVA 1 20 A Spare 38 21 __ - - 3158... 3158... -- - -- 22 00 39 Spare 20 A 1 OVA OVA 1 20 A Spare 40 23 -- - - 3158... 3158... -- -- -- 24 41 Spare 20 A 1 OVA OVA 1 20 A Spare 42 25 RTU-208 45 A 3 3158... 3120... 3 45A RTU-209 26 , 43 Spare 20 A 1 OVA OVA 1 20 A Spare 44 27 -- - - 3158... 3120... -- -- -- 28 45 Spare 20 A 1 OVA OVA 1 20 A Spare 46 29 -- - - 3158... 3120... -- -- -- 30 • (n 47 Spare 20 A 1 OVA OVA 1 20 A Spare 48 31 RTU-210 45A 3 3120.- 3360... 3 45 A RTU-211 32 49 Spare 20 A 1 OVA OVA 1 20 A Spare 50 33 -- - - 3120... 3360... -- -- -- 34 (� 51 Spare 20 A 1 OVA OVA 1 20 A Spare 52 35 -- - - 3120.- 3360.- -- -- -- 36 53 Spare 20A_ 1 OVA OVA 1 20 A Spare 54 37 Spare 20 A 1 OVA OVA 1 20 A Spare 38 55 Spare 20 A 1 OVA OVA 1 20 A Spare 56 39 Spare 20 A 1 OVA OVA 1 20 A Spare 40 57 Spare 20 A 1 OVA OVA 1 20 A Spare 58 41 Spare 20 A 1 OVA OVA 1 20 A Spare 42 3 59 Spare 20 A 1 OVA OVA 1 20 A Spare 60 Total Load: 38025 VA 38025 VA 38025 VA }r Total Load: 7380 VA 4640 VA 5040 VA Total Amps: 317 A 317 A 317 A Total Amps: 62 A 39 A 43 A Legend: Legend: � O p M V Branch Panel:2M aD Location:Space 41 Volts:120/208 Wye A.I.C.Rating:22,000 O Supply From:MSB-A Phases:3 Mains Type: Mounting:Surface Wires:4 Mains Rating:400A V Enclosure:Type 1 MCB Rating: /�� S Notes: \V � L PROVIDE 30mA=GFEP BREAKERS FOR ALL HE�TAPEUITSQ M O et_ � CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 RTU-109 45A 3 3158... 3158... 3 45A RTU-110 2 3 -- - - 3158... 3158... -- -- -- 4 5 -- - - 3158... 3158... -- -- -- 6 7 RTU-111 45A 3 3158... 3158... 3 45A RTU-112 8 9 -- - - 3158... 3158... -- -- -- 10 11 -- - - 3158... 3158... -- -- -- 12 13 RTU-113 35 A 3 3120... 3120... 3 45 A RTU-114 14 revision: 15 -- - -- 3120.- 3120... -- -- -- 16 17 -- - -- 3120... 3120... -- -- -- 18 no. desc. date 19 RTU-115 45A 3 3360... 3120... 3 45A RTU-116 20 1 addendum 1 03.05.2 21 -- - - 3360... 3120... -- -- -- 22 23 13360... 3120... -- -- -- 24 25 RTU-117 45 A 3 3600... OVA 1 20 A Spare 26 27 3600..7 O VA 1 20 A Spare 28 29 3600... OVA 1 20 A Spare 30 31 HEAT TAPE-ROOF 20 A 1 1875... OVA 1 20 A Spare 32 1500... OVA 1 20 A Spare 34 Qi 35 HEAT TAPE 20 A 1 500 VA OVA 1 20 A Spare 36 VA OVA 1 20 A Spare 38 39 Spare 20 A 1 OVA OVA 1 20 A Spare 40 41 spare 20A 1 0VA ova 1 zoA Spare 42 project: 231106 Total Load: 30828 VA 30453 VA 29453 VA date: 02.11.2025 Total Amps: 258 A 255 A 245 A Legend: permit set CITY APPROVED PLANS Reviewed for Code Compliance electrical PLANS MUST BE ON JOB SITE schedules FOR ALL INSPECTIONS e9. 12 Page 64 of 180 MUSGROVE ENGINEERING,P.A. 1 2 4 s.��o0 W, ��SION e ENS 288.3840585 W5 Wm 25,E Svee 1d F"I4,ID 8W2 1766 208.521.2M2 www.mu.gm cp".mm 2,112025 0 —EC.zz a„ AD 0MAso� H Poll i Lighting Fixture Schedule Type Mark Description Mounting Wattage Lamp Manufacturer Model Or Equal By Notes BL1 4'STRIP,PROVIDE WITH OPTION'E7W WHERE EMERGENCY IS INDICATED CHAIN HUNG+9-0";LINO 41 W 41W LED,5456 LITHONIA ZL1D-L48-SMR-5000LM-FST-MVOLT-35K-80CRI-WH-HC36 LIGHTOLIERILITHONIAIH.E. O ON PLANS LUMENS,3500K WILLIAMS,Columbia Lighting D11 4'DIRECT,WHITE PAINT FINISH,PROVIDE WITH OPTION'B(BATTERY PACK)' CABLE HUNG 35.48W LED,1600 LUMEN, AXIS BBDLED-400-80-35-SO-4-W-UNV-DP-1-CTS(36)-B1-D FINELITE,3G Lighting O WHERE EMERGENCY IS INDICATED ON PLANS 3500K LIGHTING DI2 12'DIRECT,WHITE PAINT FINISH,PROVIDE WITH OPTION S(BATTERY PACK)' CABLE HUNG 51.6W LED,6000 LUMEN, AXIS BBDLED-500-80-35-SO-12-W-UNV-DP-I-CTS(36)-B1-D FINELITE,3G Lighting WHERE EMERGENCY IS INDICATED ON PLANS 3500K LIGHTING DI3 12'DIRECT,WHITE PAINT FINISH,PROVIDE WITH OPTION S(BATTERY PACK)' CABLE HUNG 81.6 LED,9000 LUMEN, AXIS BBDLED-750-80-35-SO-12-W-UNV-DP-I-CTS(36)-B1-D FINELITE,3G Lighting 0 WHERE EMERGENCY IS INDICATED ON PLANS 13500K LIGHTING D14 8'DIRECT,WHITE PAINT FINISH,PROVIDE WITH OPTION'B(BATTERY PACK)' CABLE HUNG 34AW LED,400 LUMEN, AXIS BBDLED-500-80-35-SO-8-W-UNV-DP-1-CTS(36)-B1-D FINELITE,3G Lighting O WHERE EMERGENCY IS INDICATED ON PLANS 3500K LIGHTING EX1 EXIT LIGHT,DIE-CAST ALUMINUM,LED,GREEN LETTERING,BRUSHED AS INDICATED ON PLANS NA NA LITHONIA LQC-1-G-3L N SURE-LITE,Current Lighting ALUMINUM FACE WITH BLACK HOUSING,SINGLE FACE GLl GRID 2X4,PROVIDE WITH OPTION'EL14L'WHERE EMERGENCY IS INDICATED Ceiling Grid 31.7W 31.7W LED,4000 LITHONIA 2BLT4-40L-ADP-EZ1-LP835 LIGHTOLIERIMETALUX/H.E. This document is the ON PLANS LUMENS,3500K WILLIAMS,Columbia Lighting O property of erstod ARCHITECTS and is GL2 GRID 2X4,PROVIDE WITH OPTION'EL14L'WHERE EMERGENCY IS INDICATED Ceiling Grid 23.3W 23.3W LED,3000 LITHONIA 2BLT4-30L-ADP-EZ1-LP835 LIGHTOLIER/METALUX/H.E. protected by U.S. and ON PLANS LUMENS,3500K WILLIAMS,Columbia Lighting 0 international lows. Use, reproduction, or GO GRID 2X4,PROVIDE WITH OPTION'EL14L'WHERE EMERGENCY IS INDICATED Ceiling Grid 32W 32W LED,4000 LITHONIA 2TL4-40L-FW-Al2-EZ1-LP835 LIGHTOLIER/METALUX/H.E. modification of this ON PLANS LUMENS,3500K WILLIAMS,Columbia Lighting 0 document without first GL4 GRID 2X2,PROVIDE WITH OPTION'EL14L'WHERE EMERGENCY IS INDICATED Ceiling Grid 35W 35W LED,4000 LITHONIA 2TL240L-FW-Al2-EZ1-LP835 LIGHTOLIER/METALUX/H.E. obtaining written permission ON PLANS LUMENS,3500K WILLIAMS,Columbia Lighting 0 ARCHITECTS fs eprohibited. This document may not be GL5 GRID 1X4,PROVIDE WITH OPTION'EL14L'WHERE EMERGENCY IS INDICATED Ceiling Grid 30W 30W LED,3000 LITHONIA TL430L-FW-Al2-EZ1-LP835 LIGHTOLIER/METALUXIH.E. used in any unauthorized ON PLANS LUMENS,3500K WILLIAMS,Columbia Lighting Imanner. 02022 HB1 HIGH BAY,LED WITH LENS,PROVIDE WTIH 12412 WHERE EMERGENCY IS CABLE,W-0" 125W 125W LED,15,000 LITHONIA IBL-I5L-WD-SD-125-LP835-IBAC120 M100 LIGHTOLIER/METALUX/H.E. O INDICATED ON PLANS LUMENS,3500K WILLIAMS,Columbia Lighting IG1 IN-GRADE FIXTURE IN-GRADE 12W 12W LED HYDREL PDX7-BSS-12LED-WHT4IK-MVOLT-NSP-FLCSR-34S-IHL-LDIM Ligman Lighting,Kim Lighting O PL1 EXTERIOR POLE FIXTURE,WITH T5W TYPE DISTRIBUTION,NATURAL Pole Mounted+20'-0" 187W 187W LED,25,600 LITHONIA RSX2 LED-P4-40K-R5-MVOLT-SPA-DNAXD Spaulding/Lumark/US ALUMINUM COLOR,20FT POLE LUMENS,4000K POLE:SSS-20-4G-DM19AS-DNAXD Architectural,Current Lighting N PL2 EXTERIOR POLE FIXTURE,WITH T2 TYPE DISTRIBUTION,NATURAL Pole Mounted+20'4' 111W 111 W LED,17,200 LITHONIA RSX2 LED-P240K-R2-MVOLT-SPA-DNAXD Spaulding/LumarklUS p Of) COLOR,20FT POLE COLOR LUMENS,4000K POLE:SSS-20-4G-DM19AS-DNAXD Architectural,Current Lighting M PL3 EXTERIOR POLE FIXTURE,WITH T2 TYPE DISTRIBUTION,W/HOUSE SHIELD, Pole Mounted+20'-0" 111W 111 W LED,17,200 LITHONIA RSX2 LED-P2-40K-R2-MVOLT-SPA-DNAXD-HS SpauldinglLumark/US (a M NATURAL ALUMINUM COLOR,20FT POLE COLOR LUMENS,4000K POLE:SSS-20-4G-DMI9AS-DNAXD Architectural,Current Lighting 1� RR1 ROUND RECESSED,6"APERTURE,LED,PROVIDE WITH'EL'OPTION WHERE CEILING RECESSED 27.1 W 27.1 W LED,2530 LITHONIA LDN6-35/25-L06AR-LD-120 LIGHTOLIER/PORTFOLIO/PR ^ �_ EMERGENCY IS INDICATED ON PLANS LUMENS ESCOLITE Y RR2 ROUND RECESSED,6"APERTURE,LED,PROVIDE WITH'EL'OPTION WHERE CEILING RECESSED 17.5W 17.5 W LED,1500 LITHONIA LDN6 35/15 LO6AR-LD-120 LIGHTOLIERIPORTFOLIOIPR EMERGENCY IS INDICATED ON PLANS LUMENS ESCOLITE SL1 8'SURFACE MOUNTED,WHITE FINISH,PROVIDE WITH OPTION'B(BATTERY SURFACE MOUNTED 54AW LED,3200 LUMEN, AXIS BBSLED-750-80-35-SO-8-AP-UNV-DP-1-SBS FINELITE,3G Lighting PACK)'WHERE EMERGENCY IS INDICATED ON PLANS 3500K LIGHTING SL2 7"LED SURFACE MOUNT DOWNLIGHT WITH SATIN NICKEL TRIM,PROVIDE CEILING RECESSED 13W 13W LED,1000 JUNO JSF-71N40K-90CRI-MVOLT-WH;JSFTRIM-7IN-SN LIGHTOLIER/PORTFOLIO/PR . WITH'EL'OPTION WHERE EMERGENCY IS INDICATED ON PLANS LUMENS,4000K ESCOLITE — ?� VP1 WALL MOUNT,VAPOR-TITE FIXTURE WITH LENS,WITH EMERGENCY <vades> 27W 27W LED,2572 LITHONIA DMW2-L24-3000LM-ACL-MD-MVOLT-GZ1-40K-80CRI-PS1 050 LIGHTOLIER/METALUXIH.E. .� S' BATTERY I LUMENS,4000K I WILLIAMS,Columbia Lighting WL1 8'WALL BRACKET WALL MOUNTED ABOVE 61W 61 W LED,4900 VISA CV1710-L35K-H-MVOLT-TW9016 Lightolier/MetaluxlColumbia p MIRROR LUMENS,3500K LIGHTING Ltg,ALW Q WL2 2'WALL MOUNT WALL MOUNTED ABOVE 17.5W 17.5W LED,1796 LITHONIA WL2-18L-EZ1-LP835 Lightolier/Metalux/Columbia Ltg + L MIRROR LUMENS,3500K WP1 WST LED WITH 2 MODULES 20 LED 700mA DRIVER 4000K COLOR WALL MOUNTED;SEE ARCH 50W 50W LED,6000 LITHONIA WST LED-P3-40K-VW-120-DDBXD Rayon Lighting,Current O ICY)TEMPERATURE TYPE 3 LENS,PROVIDE WITH E20WC OPTION FOR ELEVATIONS FOR MOUNTING LUMENS,4000K Lighting V � (1)EMERGENCY FIXTURES INDICATED ON THE PLANS HEIGHT O V 4_0 L LIGHTING FIXTURE SCHEDULE NOTES ^> O W 0 1 SUBSTITUTIONS WILL BE ALLOWED IF SUBMITTED PRIOR TO BID DATE BY THE GREATER OF 7 BUSINESS DAYS OR THE TIME PERIOD SPECIFIED BY DIVISION 1 SPECIFICATIONS,AND IF DEEMED EQUAL BY THE .2 r ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING SUBSTITUTED FIXTURES MEET OR EXCEED THE SPECIFICATIONS OF THE FIXTURES SPECIFIED. N to revision: no. desc. date project: 231 106 date: 02.11.2025 permit set CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE electrical FOR ALL INSPECTIONS schedules e9. 13 Page 65 of 180 SECTION 285000 EMERGENCY RADIO COMMUNICATION ENHANCEMENT SYSTEM PART 1 - GENERAL 1.1 SUMMARY A. General: 1. Provide an in-building radio signal amplification system to provide complete coverage in the building for the public safety agencies as required by the local AHJ (Authority Having Jurisdiction). System users shall receive and transmit radio signals from their portable radio units within the building. This shall be accomplished utilizing the following components: a. Bi Directional Amplifiers (Signal Boosters) Current Fire Codes: b. Coaxial Cable c. Antennas d. Cable taps 1-2018 IFC e. Connectors -NFPA 72, 2019ed f. Power dividers g. Other components and interconnecting circuitry as required OEM 2. The system shall comply with the requrements of UL2524 In-building 2-Way Emergency Radio Communication Enhancement Systems, NFPA 72201-3 Edition, NFPA 1221 2E)i6 Edition and IFCm8+5-,, as referenced. 3. The entire system shall meet the requirements of the Fire Department, the Building Department and all other agencies and authorities having jurisdiction (AHJ). 4. The work in this section shall include the responsibility for all permit requirements with the AHJ. Where filings require engineer's signature, documents shall be submitted for his review and signature. This responsibility shall include furnishing of required quantities of floor plans, descriptive notes and/or specifications, wiring diagrams, shop drawings and amendment forms. 5. Early completion of the in-building emergency radio communication enhancement system will be required as to permit a Certificate of Occupancy to be obtained in a timely manner 6. Any permits necessary for the installation of the work shall be obtained prior to the commencement of the work. All permit costs and inspection fees shall be included 7. The in-building emergency radio communication enhancement system shall use a UL2524, NFPA 72, NFPA 1221 and IFC 2018 compliant GAMEWELL-FCI signal booster or approved equ 1. 1.2 Design Requirements List of required emergency radio frequencies will be provided to A. In-building emergency radio communication enhancement systems for emergency responders are an integral component of the life safety equipment of a building or structure. The primary function is to provide reliable emergency responder communications at the required signal strength within the specified areas. B. Critical Areas such as emergency command center, fire pump room, exit stairs, exit passageways, elevator lobbies, standpipe cabinets, sprinkler sectional valve locations and similar critical areas shall be provided with 100% floor area radio coverage. C. General building areas shall be provided with 95% radio coverage, or as specified by AHJ. D. The In-building emergency radio communication enhancement systems must provide the following signal strengths: CITY APPROVED PLANS Reviewed for Cade Compliance 231106 Elevate Twin Falls 285000— 1 EMERC PLANS MUST BE ON JOBSITE COMMUNICATION ENHANCEh FOR ALL INSPECTIONS Page 66 of IbU ERRC shall be tied into the Fire Alarm System. 1. Downlink- Minimum signal strength of-95 dBm throughout the coverage area. 2. Uplink- Minimum signal strength of-95 dBm received at the AHJ Radio System. 3. OR As otherwise required by the AHJ 4. The system shall be complete with all components and wiring required for compliance with all applicable codes and regulations, and for its operations described hereinafter. 5. An approved manufacturer or a qualified and approved vendor shall supply, test and determine locations of components which are required for proper operation as well as to supply, install, test and certify the performance of the complete system. Vendor qualifications must be acceptable to the AHJ. 6. Design shall include iBwave software-simulated radio propagation modeling with heat maps showing predicted signal coverage levels within the building. The iBWave design shall be done by iBWave certified personnel. 7. All tests shall be conducted, documented, and signed by a person in possession of an FCC General Radio Telephone Operators License. All testing personnel shall be certified and authorized by the signal booster manufacturer in the installation and operation of their equipment. Personnel qualifications must be acceptable to the AHJ. 8. The system design shall be based on the GAMEWELL-FCI line of Public Safety Signal Boosters UL2524, NFPA 72, NFPA 1221, IFC and FCC certified to establish standards of quality for materials and performance. The naming of a specific manufacturer or a catalog number does not waiver any requirement or performance of individual components described in the specifications. 9. Assembly and installation of all components of the Emergency Responder Radio Communication Enhancement System shall comply with all applicable sections of the National Electrical Code. 10. Survivability from attack by fire shall meet requirements of NFPA 72, NFPA 1221, IFC or as required by the local jurisdiction. 11. The system must comply with all applicable sections of the FCC rules. Signal booster shall have FCC certification prior to installation. 12. Antenna isolation shall be maintained between the donor antenna and all inside antennas (D.A.S.)to a minimum of 20dB under all operating conditions PART 2 - PRODUCTS 2.1 Technical Specifications and Performance Requirements A. The system specified shall be based upon GAMEWELL-FCI line of Public Safety UL2524, NFPA72, NFPA 1221, IFC compliant signal boosters B. The signal booster shall be a Class B Public Safety type as designated by the FCC or as required by the AHJ. C. The secondary power supplies, battery chargers and system monitoring shall be fully compliant with NFPA 72, NFPA 1221 and IFC. The signal booster shall have both the primary and the secondary power supplies within a waterproof, type-4 approved enclosure. D. All signal boosters and other active system components must have FCC certification prior to installation. The equipment FCC ID must be shown on the product datasheets and technical submittals. The ID must also be displayed on the product as required by the FCC. E. The signal booster shall be pre-set by the equipment manufacturer for the frequencies specified by the AHJ. Field tuning of RF filters and duplexers is not allowed. F. UHF and VHF signal boosters shall be band selective type with a maximum 3dB channel bandwidth of 200KHz (Fc +/- 100KHz) per band. Non-selective wide-band signal boosters shall not be accepted, unless required to cover multiple channels within the same k --' CITY APPROVED PLANS 231106 Elevate Twin Falls 285000—2 EMERGE Reviewedfor Code Compliance COMMUNICATION ENHANCEME PLANS MUST BE ON JOB SITE Page 6 7 FOR ALL INSPECTIONS V I I %J V G. Signal Boosters shall have oscillation suppression circuitry to protect the public safety radio system in case of system malfunction or other causes. The oscillation suppression circuit shall not disable the system operation. Systems that automatically disable the signal booster upon oscillation detection shall not be allowed. H. Signal Boosters shall have uplink noise suppression function to eliminate uplink noise while in standby (i.e. no radio transmission from within a building). Systems that produce any measurable level of uplink noise while in standby shall not be allowed. I. Signal Booster gain shall be rated at minimum of 80CIB and the gain shall be adjustable in a minimum of 30CIB range. System gain shall be set and documented at the time of the final system test. J. Maximum Propagation delay of the signal booster system shall be 14ps (microseconds)or as specified by AHJ. K. The signal booster system shall include built-in automatic supervision of malfunctions of the signal booster and battery system as per NFPA 1221 NFPA 72 and IFC. Non-OEM equipment add-ons and modifications to comply with this specification shall not be allowed. L. A dedicated supervised monitoring panel shall be provided within the emergency command center next to the fire alarm panel/annunciator or other location as designated by AHJ to annunciate the status of all signal booster locations. The monitoring panel shall provide visual and labeled indication of the following for each signal booster: 1. Normal AC power 2. Signal booster trouble CITY APPROVED PLANS 3. Antenna Failure Reviewed for Code Compliance 4. Loss of normal AC power PLANS MUST BE ON JOB SITE 5. Failure of battery charger 6. Low battery capacity FOR ALL INSPECTIONS M. If signal booster is supervised by a GAMEWELL-FCI fire alarm panel, the signal booster system shall include a compatible, OEM built-in GAMEWELL-FCI addressable monitoring module If signal booster is supervised by other brand FACP, the signal booster shall be Honeywell branded model with universal normally open relays for connection to external monitoring modules. N. External filters, duplexers, power supplies or other non-OEM additions or modifications of the original equipment shall not be allowed. All duplexers shall be built-in and FCC certified with the signal booster as a complete and fully integrated FCC-certified and UL-Listed unit. O. All signal booster components shall be contained in a type-4 approved waterproof enclosure. All enclosures shall be painted red with external labeling as required by the AHJ. PART 3 - EXECUTION 3.1 Installation Requirements A. Installation of all components of the Emergency Responder Communication Enhancement System shall comply with all applicable sections of the National Electrical Code NFPA-70, NFPA-72, NFPA 1221, IFC or as required by the local AHJ. B. At least 2 independent and reliable power supplies shall be provided as specified in NFPA 72, NFPA 1221 and IFC. C. The primary power source shall be supplied from a dedicated twenty (20) ampere branch 231106 Elevate Twin Falls 285000—3 EMERGENCY RADIO COMMUNICATION ENHANCEMENT SYSTEM Page 68 of 180 circuit and comply with NFPA-70 National Electrical Code, NFPA 72 and NFPA 1221 2016 edition. 1. The signal booster shall be equipped with a secondary source of power. The secondary source of power shall be a battery system with a dedicated battery charger powered by a separate, dedicated twenty (20) ampere branch circuit. The secondary power supply shall power on automatically when the primary power source is lost. The secondary source of power shall be capable of operating the emergency responder radio coverage enhancement system for a period of at least 24 hours. The battery system shall automatically charge in the presence of external power input. Battery charger and all other electronic components must be fully enclosed in a waterproof Type-4 approved enclosure. Batteries shall be enclosed in a separate, vented Type-3R approved enclosure. External UPS (Uninterruptable Power Supplies) are not acceptable.. D. RF Coaxial Cable shall be a listed, CMP plenum. Non-plenum cable can be used when installed in a metallic raceway. The cable classification shall be clearly marked on the outer surface of the cable regular intervals. E. Acceptance and Test Procedures 1. Acceptance testing for an in-building radio system is required upon completion of installation. 2. The coverage testing shall be done in accordance with NFPA 72, NFPA 1221, IFC and as required by the local AHJ 3. All tests shall be conducted, documented, and signed by a person in possession of a current FCC General Radio Operator License. 4. All test records along with system diagrams, iBWave design, equipment specifications, user manuals, RF link budget calculations, battery backup calculation and other design data shall be submitted upon completion of the project, and as required by the AHJ. END OF SECTION 285000 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 231106 Elevate Twin Falls 285000—4 EMERGENCY RADIO COMMUNICATION ENHANCEMENT SYSTEM Page 69 of 180 REVISIONS DESCRIPTION DATE: FOR QUESTIONS, CALL THE PATENT NUMBERS SPECIFICATION; CAPTRATE`GREASE-STUP`SULO FILTER Idaho Mechanical AC-PSP (UNITED STATES) - US PATENT 7963830 B2. THE CAPTRATE GREASE-STOP SOLO FILTER IS A SINGLE-STAGE FILTER FEATURING REGION 112 AC-PSP WALL (CANADA) - CA PATENT 2820509. A UNIQUE S-BAFFLE DESIGN IN CONJUNCTION WITH A SLOTTED REAR BAFFLE DESIGN, PHONE: (888) 388 - 0344 AC-PSP ISLAND (CANADA) - CA PATENT 2520330, TO DELIVER EXCEPTIONAL FILTRATION EFFICIENCY, 0 EMAIL: re9112@captiveaire.con FILTER IS STAINLESS STEEL CONSTRUCTION, AND SIZED TO FIT INTO STANDARD 2-INCH DEEP HOOD CHANNEL(S). HOOD INFORMATION — ,IOB 7189436 MAX EXHAUST PLENUM HOOD CONFIG TOTAL COMPONENTS WHEN AS UNITS SHALL INCLUDES EMBLE D�STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TW❑ HOOD APPLIANCE DESIGN TOTAL RISERS) HOOD oil TAG MODEL MANUFACTURER LENGTH COOKING TYPE SUPPLY END TO TEMP WIDTH LEND HEIGHT DIA CFM VEL SP CFM END NO DUTY CFM/FT EXH CFM CONSTRUCTION ROW GREASE EXTRACTION EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75% OF GREASE I � PARTICLES FIVE MICRONS IN SIZE, AND 85% GREASE PARTICLES SEVEN MICRONS IN SIZE AND 1 H-101A CAPTIVEAIRE 12' 0" I HEAVY 225 2700 4" 5424 600 16° 2700 1934 -1.008" 2160 ALONE BACK 430 SS LARGER, WITH A CORRESP❑NDING PRESSURE PREP NOT TO EXCEED 1,0 INCHES [IF WATER GAUGE. ND-2-PSP-F DEG WHERE EXPOSED THE CAPTRATE GREASE-STOP SOLO WAS TESTED TO ASTM STANDARD ASTM F2519-05. I I m 5424 600 430 SS MANUFACTURER APPROVED FUR USE IN S❑LID FUEL APPLICATI❑NS AS A SPARK ARRESTER. j 2 H-lO1B CAPTIVEAIRE 12' 0' I HEAVY 225 2700 4" 16' 2700 1934 -1.008" 2160 ALONE FRONT EFFICIENCY VS. PARTICLE DIAMETER PRESSURE DRDP VS.FLOW RATE ND-2-PSP-F DEG WHERE EXPOSED 5424 600 LEFT ALONE 430 SS 3 H-102A CAPTIVEAIRE 8' S' I HEAVY 225 1894 4" 14' 1894 1772 -OJ71" 1515 = I li I I II ND-2-PSP-F DEG WHERE EXPOSED 5424 600 430 SS 4 H-102B CAPTIVEAIRE 6' S' I HEAVY 225 1894 4" 14' 1894 1772 -OJ71" 1515 RIGHT ALONE I II I ND-2-PSP-F DEG WHERE EXPOSED 5 H-103 4824 CAPTIVEAIRE 4' 0" 700 II N/A 150 600 4" 10' 600 1100 -0.090` 0 430 SS ALONE ALONE I VHB-G DEG 100% III u HOOD INFORMATION � d FILTERS) LIGHTS) UTILITY CABINET(S FIRE HOOD I I d HOOD FIRE SYSTEM ELECTRICAL SWITCHES , I > TAG EFFICIENCY @ 7 WIRE SYSTEM I ANGING G A I NO TYPE QTY HEIGHT LENGTH QTY TYPE LOCATION SIZE .. TYPE SIZE MODEL # QUANTITY PIPING WEIGHT a MICRONS GUARD 1 H-101A CAPTRATE S❑L❑ 65% SEE FILTER 1071 FM FILTER 9 20' 16" SPEC 3 RECESSED R❑UND ED RIGHT 12'x54"x24" TANK FS 4.0/4.0 YES LBS R m a� PARTICLE DIAMETER,(UM) FLOW RATE (CFM) ,Goo V 85% SEE FILTER 1 LIGHT 1115 C, R 2 H-101B CAPTRATE SOLO FILTER 9 20' 16" 3 RECESSED ROUND NO LEFT 12"x54'x24" TANK FS 4.0/4,0 DCV-2111 YES SPEC 1 FAN LBS CAPTRATE FILTERS ARE BUILT IN C❑MPLIANCE WITH:. i w NFPA #96, ppp 3 H-102A CAPTRATE SOLO FILTER 6 20" 16" 85% SEE FILTER 492 NSF STANDARD #2. 3 RECESSED ROUND NO YES NJF SPEC LBS UL STANDARD #1046. ���11111JJ IIU// ao INT. MECH. CODE (IMC). i r, ULC-5649. I A ` 9 4 H-102B CAPTRATE S❑L❑ 65% SEE FILTER 493 FILTER 6 20" 16" SPEC 3 RECESSED R❑UND N❑ YES LBS Z 5 H-103 0 NO 185 LBS HOOD OPTIONS 25-0931 HOOD TAG ❑PTI❑N NO Rev 1 FIELD WRAPPER 18.00' HIGH FRONT, LEFT, RIGHT. IJ BACKSPLASH 122.00' HIGH X 192.00' LONG 430 SS VERTICAL TYPE 1 HOODS TO BE INSULATION FOR BACK OF HOOD' INTERCONNECTED WITH MAKE UP 27' TOP WIDTH, 21" BOTTOM WIDTH, 80' HIGH INSULATED 430 1 1 H-IOTA RIGHT VERTICAL END PANEL SS. AIR UNIT PER IMC SECTION 508. Type 1 Hoods:Once structural, mechanical,electrical LEFT VERTICAL END PANEL 27" TOP WIDTH, 21" BOTTOM WIDTH, 80" HIGH INSULATED 430 SS. and plumbing inspections have been completed on SENSOR C RAPPER 18.00' HIGH FRONT, LEFT, RIGHT. PROVIDE A GREASE DUCT/LIGHT TEST, A PERFORMANCE TEST, AND A the hood systems,contact the TF Fire Marshal's FIELD BACKSPLASH 122.00' HIGH X 192.00' LONG 430 SS VERTICAL. OffICe t0 request the fire final trip test. INSULATION FOR BACK ❑F HOOD. CAPTURE AND CONTAINMENT TEST BEFORE FINAL INSPECTION. 2 H-101B RIGHT VERTICAL END PANEL 27" TOP WIDTH, 21" BOTTOM WIDTH, 80' HIGH INSULATED 430 Fire Inspection Line:208-735-7338 SS. LEFT VERTICAL END PANEL 27" TOP WIDTH, 21" BOTTOM WIDTH, 60" HIGH INSULATED 430 SS. A GREASE DUCT CLEANOUT TO BE PROVIDED PER IMC SECTION 506.3.9 SENS❑R-CV. Kitchen Hood Permits: IF work is being FIELD WRAPPER 18.00' HIGH FRONT, performed BACKSPLASH 60 HIGH X 204 00' LONG 430 SS VERTICAL. BALANCE REPORT TO BE by others(not main HVAC/Meth contractor) d LEFT SIDESPLASH 80.00" HIGH X 54.00` LONG 430 SS vERr1QAL.3 H-102A LEFT END STANDOFF (FINISHED) 1" WIDE 54' LONG INSULATED. PROVIDED BEFORE FINAL THEN a separate Type 1 Hood permit shall be � BACKSPLASH - INSIDE C❑RNER 80.00' HIGH X 2.00' LEG LENGTH 430 SS VERTICAL, obtained from the CoTF BSD. INSULATION FOR BACK OF HOOD. INSPECTION M LEFT WALL AS END PANEL, CD FIELD WRAPPER 18.00' HIGH FRONT. M RIGHT SIDESPLASH 80. HIGH X 54.0D" LONG 4 SS VERTICAL. EXHAUST HOOD TO BE INTERCONNECTED WITH Co RIGHT END STANDOFF (FINISHED) LUNG 1' WIDE 54' INSULATED. 4 H-102B BACKSPLASH - INSIDE CORNER 80.00" HIGH X 2.00' LEG LENGTH 430 SS VERTIQAL COOKING EQUIPMENT BELOW. MANUAL OPERATION '� INSULATION FOR BACK OF HOOD. � Q RIGHT WALL AS END PANEL. OF HOOD NOT ALLOWED. SEE IMC SECTION 507.1.1 75 5 H-103 FIELD WRAPPER 18.00' HIGH FR❑NT, LEFT, RIGHT. HOOD CORNER FULL LENGTH SUPPLY PLENUM � V PERFORATED SUPPLY PLENUM S I—-13 TPI HANGING ANGLE HANGING ANGLE 1/2'-13 TPI HANGING ANGLE J RISER(S) GRRDE 5 RIwIMUM) (HARDWARE BY INSTALLER) vz 13 TPI GRADE ISi z IeuisM) NEED STEEL HEx NUTS, GRRDE 5(MINInIn) (HARDWARE BY INSTALLER) E (HARDWARE BY INSTALLER) Q J TAG POS LENGTH WIDTH HEIGHT TYPE STEEL HEx NUTS. NO WIDTH LENG DIA CFM SP 1/r GRADE 5 1/S'GRADE 5 Q (NIpTMU PSHEEEL (MINIMUM)STEEL FLAT HER, MUA 12' 26" 720 0.195" F -- FLAT WASHER. _-_ LL 1 H-101A Front 156' 16' 6" MUA 12, 28, 720 0.195' �:T`I MUA 12, 28' 720 0,195" 12•-13 TPI CS Z 1/2'-13 TPI TPI MUA 12' 28' 720 0.195' GRADE 5(MINIMUM>� GRRDE 53(MINIMUM) GRADE 5(MINIMUM) F1 STEEL AL MINI STEEL RLL-THREAD. STEEL ALL-THREAD. /�, 2 H-101B Front 156" 16, 6" MUA 12' 28' 720 0,195' 1/2,-I3 TPI Vl 3 GRRDE'HE (MINIMUM) 1/S,-13 TPI 1/2'-13 TPI MUA 12' 28' 720 0.195" STEEL HEx NUT. GRADE s(N NOT. ) GRADE I5 U NuMUM) SUPPLY PLENUM W MUA 12' 28" 757 0.215" STEEL HEx NOT. FULL 3 H-102A Front 102" 16" 6" nD1MC RnncLE 1/2'GRADE 5 MUA 12" 28" 757 0.215" FLAT WASHER WEIGHT BEARING 1/2'GRADE 5 (MINIMUM)STEEL 'W"G HT BEARING NCHIP POINT (MINIMUM)STEEL FLAT wnsHER. DATE: 4/1 7/2025 4 H-102B Front 102' 16' 6' MUA 12' 28' 757 0,215' Tore HGGD), FLAT WASHER. FDR HOOD,. PLENUM), MUA 12' 28' 757 0.215" DWG.#: 11IN GRADE 5 WALL-MOUNT UTILITY CABINET F INIMUM)DSTEEL FLAT WASHER.11) 7129436 FLAT WASHER. UTILITY CABINET(S) �/r GRADE s FIRE SYSTEM ELECTRICAL SWITCHES (InwlNuw STEEL 1/2'-13 Tpt CITY APPROVED PLANS FLAT WASHER. GRRDE 5(MINIMUM) I,WN HOOD La s3(rnN11MUM) ..,,,. eT..c"e.c.mn1."K ZKM LOCATION SIZE WEIGHT 1IS--13 TPI STEEL HEx NUT. BY: NO TYPE SIZE MODEL # QUANTITY STEEL HEX NUTS. GRADE N awlMuM, PIANSMUSTBEONIOBSITE STEEL EX NUT. 1 LIGHT FORALLINSPECTIONS SCALE: 3 WALL ANT 12'x54'x24' TANK FS 4.0/4.0 DCV-2111 340.00 LBS ASSEMBLY INSTRUCTIONS ASSEMBLY INSTRUCTIONS ASSEMBLY INSTRUCTIONS 3/4" = 1'-0" 1 FAN HANGING ANGLE MUST BE SUPPORTED WITH 1/2' - 13 TPI HANGING ANGLE MUST BE SUPPORTED WITH 1/2' - 13 TPI HANGING ANGLE MUST BE SUPPORTED WITH 1/2` - 13 TPI GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING GRADE 5 (MINIMUM) ALL-THREAD SANDWICH HANGING MASTER DRAWING ANGLES AND CEILING ANCHOR P❑INTS WITH 1/2' GRADE 5 ANGLES AND CEILING ANCHOR P❑INTS WITH 1/2' GRADE 5 ANGLES AND CEILING ANCHOR POINTS WITH 1/2' GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2' - M TPI (MINIMUM) STEEL FLAT WASHERS AND 1/2' - 13 TPI (MINIMUM) STEEL FLAT WASHERS AND 1/2' - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN, MUST USE GRADE 5 (MINIMUM) HEX NUTS AS SHOWN, MUST USE GRADE 5 (MINIMUM) HEX NUTS AS SHOWN MUST USE DOUBLED HEX NUT CONFIGURATION BENEATH HOOD HANGING DOUBLED HEX NUT CONFIGURATION ABOVE CEILING DOUBLED HEX NUT CONFIGURATION ABOVE CEILING ANGLES AND ABOVE CEILING ANCHORS, MAINTAIN 1/4" OF ANCHORS, SINGLE HEX NUT BENEATH HANGING ANGLE IS ANCHORS SINGLE HEX NUT BENEATH HANGING ANGLE IS EXPOSED THREADS BENEATH BOTTOM HEX NUT, TORQUE ACCEPTABLE FOR FULL LENGTH HANGING ANGLES. ACCEPTABLE FOR PSP HANGING ANGLES MAINTAIN 1/4' OF ALL HEX NUTS TO 57 FT-LBS. MAINTAIN 1/4' OF EXPOSED THREADS BENEATH BOTTOM EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE SHEET NO. HEX NUT, TORQUE ALL HEX NUTS TO 57 FT-LBS, ALL HEX NUTS TO 57 FT-LBS. 1 REVISIONS DESCRIPTION DATE: CURB ASSEMBLIES NO FAN TAG WEIGHT ITEM SIZE 6 1/2' HINGE KIT 1 # 1 EF-IOTA 43 LBS CURB 26.500'W X 26500'L X 20.000"H VENTED HINGED 26 1/ 0 2 # 2 EF-101B 43 LBS CURB 26.500'W X 26500'L X 20.000'H VENTED HINGED 3 It 3 MAU-101 90 LBS CURB 31.000"W X 79000"L X 20.000"H INSULATED. If 3 RAIL 4.000'W X 4.000^L X 36.000"H. oil 4 # 4 EF-102A 43 LBS CURB 26.500'W X 26,500'L X 20.000^H VENTED HINGED, FANS#1(EF-101A) #2(EF-101B) #4(EF-102A) #5(EF-102B) -DU180HFA EXHAUST FAN ® VENTED I CURB. 5 # 5 EF-102B 43 LBS CURB 26s00'w x 26500'L x 20.000^H VENTED HINGED FEATURES 20 ® I E 6 # 6 MAU-102 90 LBS CURB 3L000"W X 79000"L X 20.000'H INSULATED. ® y If 6 RAIL 4.000'W X 4.000"L X 36.000'H -DIRECT DRIVE CONSTRUCTION(NO BELTS/PULLEYS). I I I 37 3/8' - ROOF MOUNTED FANS. I > 7 # 7 EF-103 27 LBS CURB 19.500"W X 19.500"L X 20.000'H. -RESTAURANT MODEL. -UL705 AND UL762 AND ULC-S645 HMI SCHEDULE -VARIABLE SPEED CONTROL 20 GAUGE I I I I MODBUS INTERNAL WIRING. STEEL UNIT NUMBER HMI # HMI LOCATION TEMP AVERAGING - II ADDRESS -THERMAL OVERLOAD PROTECTION(SINGLE PHASE). CONSTRUCTION. I FAN #3 HMI #1 - UNIT IN UNIT NOT AVERAGED 55 -HIGH HEAT OPERATION 300'F(149°C). 3' FLANGE. III GREASE CLASSIFICATION TESTING. FAN #6 HMI #1 - UNIT IN UNIT NOT AVERAGED 55 -NEMA 3R SAFETY DISCONNECT SWITCH. 33 3/4' NORMAL TEMPERATURE TEST IIII EXHAUST FAN MUST OPERATE CONTINUOUSLY / I d 22 5/8' \ ROOF ❑ONS WHILE EXHAUSTING AIR 300°F(149°C) \ 26, DIMENSIONS I >_ UNTIL ALL FAN PARTS HAVE REACHED 26' I .. THERMAL EQUILIBRIUM,AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH GREASE DRAIN. WOULD CAUSE UNSAFE OPERATION, N ABNORMAL FLARE-UP TEST 2' EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS ,r' Q 16 1/2' I AT 600°F(316°C)FOR A PERIOD OF i W 15 MINUTES WITHOUT THE FAN BECOMING 1 V v — DAMAGED TO ANY EXTENT THAT COULD CAUSE 41 AN UNSAFE CONDITION. 0 GREASE BOX, Ito% 9 �. 28' - EXHAUST FAN HEAT BAFFLE. 1yj FAN BASE CERAMIC,V SEAL -D 0HFA Z GREASE- INSTALLED AT PLANT -FOR GREASE I` _ DUCTS. - 2 YEAR PARTS WARRANTY fl 37 3/8' � 3 � 1 TOP VIEW m CD m m 00 n� Q W H 75 d V U I Q I O Q LL d z H W � DATE: 4/17/2025 DWG.#: 7189436 DRAW ZKM SCALE: 3/4" = 1'-0" MASTER DRAWING CITY APPROVED PLANS RevkwadJor Code C-p1m. PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS SHEET NO. REVISIONS 11CI DIRECT D—I 1.UNIT DESCRIPTION 11 DATE: I DIRECT 2. IITI 20'IFIED FLOW DIRECT DRIVE 1IN. I PC CELE"Xi-�`BGUTANEL--O`I ED I LTE I:E"AN Cl�[C.EARCEID AlElBEl.I "INTAKE"00-El IBITE I BE.,I 101,1,E�IRDEID DO I ET S .IRS -AIR FILE I- E- 1.S.'RESS.RE GAUGE,0 S'.D"'ETER,114'THREAD S`Ei—THREAD SIDE. 4 GAS PRE ESI'IRE G'SGE E�!;15" DGRE EJE"O 11�4B"DIA ENE'ICR' A 5. PRESSURE GAUGE-5 TO 15 INCHES 1C,2.5-DIAMETER, 5 GAS I A 7 0 N 'PER 24-FOR SIZE 2 STANDARD I IDDULAR'EA7E'UNITS"EIIE.DED DRAFT,STANDARD 6AL.,DTDIIEZED—DRAFT IRHlEl 2E15'N 24-FOR SIZE 2 SiAl`D`RGT-&RElAD`DUI!`R'EATERD.ITO-EXTENDED SHAFT,CTA.DIRG 7, G ANIZ D E LL�'IERI SPORT FOR IRi R FLAKE,III lEA—E, IF120S ACTUATOR DICUIDED, (G0l.SllFIlRTIl",E�4"REAl FIANIE,LOW LEAKAGE, F.CTYIA.TD�ULA.C.L.0 I GI A ER CO.R I FIT A RE TA ALLOWS THE B-NER CIRCU DR F S,,R 8 111 FIRE ITAPT AT a I EN I. C11RIL 11 1"A 11 FIRE POSITION 9.DGII DISCHARGE CONSIRUCTIC.FOR SIZE 2 DIRECT'ENEREIZEUWH N THE GBIIATION CONTROL IS U�A IF'I E 3 1 3 LOGO THE SUPNER CTRIIIT I ENERG SE GRO D RG 7 DRI,E I- A ACPN GE FOR HAND Up AIR UNITS OPTION MUST BE SELECTED WHEN MIUNT IN,VFD IN RE `FRE"E ZDl"R`.7 GETICING-17,111 FIR ClIEFR`E'lEARGRAlIlE COOLERS INCLUDED S-l"'ATER SOLENOID IALIE-6-4 'I"'PAPATEITH"DCA"R'CRINGEP RCAI C A,; INPUT To SUPPLY FA THIS e, NAL C,7 C P N E E ON PA. BNTRE, P EL OR I FA NAG BE SE IS 1201AC N . I I DID N F I B 'SHIPPED LOE"PP UIRIO P ....1 111711 1117ILLED IP171EI"IF 2111 1OLE"I'D IN 111T, BRASS TEE AND 2"1'ALF ELECT RI'I I"FROM DCI 70 RUP SWITCH 011-E S FIELD ECUBNO B S,OTHERS FOR 3_RA,VALVE.To, .I CEL IEN AID STANDARD I-BAll TIRE INCH U BUT I ERL,N.1 AL IE OPTION FOR IOD SIZE 2 11'ROD IILIEI CONFIGURATIONS ATEI DOOR ..11 "Ul"ERllLOlEllElAP'GOT ON C 0 HE HI15"T.... .IWNL LOTH 1.DITT11—101 IILVI U-1 I'Ll 1.SIZE 2 0'ROD 1-1.I ON PIIIIED B I FACTORY NILTN CGOON SEAL AND A-1R.TATION BRACKET. RNELETRA TEIT'12'IVAC F"l�l'I"YACNXGE'F"S HAND UP_IR UCNI17NI PUT PIII U US L T,BE ETLEISTEI I EST IGUITUITI BEFIRUIN Br IRE�l 2 IGAI IINTC 1.1.71 RO 1 1 11 A PRO, I PARA3 I D P N , I_ GNA MUST B N IN SUPPLY SIDE HEATER IN IINATI- E ELECTRICIAN FROM XGV To MUA SWITCH '"07E CU PPLY DUCT'UST BE INSTILLED 10 MEET ...RA STANDARDS A=UUSI S TGRAE GOT DUCT LE.GCTT..US I ELE..TA��.TEB 3 PROFILE PLAT,XGUIFIGUNATIll'IN IGG E DIRECT FIRED UNIT FOR LOW GFM IPPLICATIONS. DOINST11 A,IF UNIT FGG.RGE AS GUYLONG.IN ANCA PUBLICATION 101 1 R IlGULXR GPN, S N WU7E,TOMPONATURD- OFF 7EIP NICE IUPF LED DOUBLE"LL 'ULT 1 1101 AS111ILY ClURNE111—OR ElIP"C"O",BE RIIIUI T"NOIL PAIDUl IAC'WITH TURNING VA..FLEXIBLE 111TWIll A D S I RE OR RE ACON ELS.WS SHOULD S—CALIULATIOD OFF,AE1 TUAL AIR DENSITY X"O 0 1 NO .1, PR I.BY XC,0,, ,IN UUUK SEAL AND ANTI NOTATION BRACKET. NET BE GO.AN,TNANSTGM ANG—TURNO IN THE DUCT.BRK NIOLL CAUC E SYSTEM EFFECT.SYCIE.EFFECT WILL OUTPUT BTU.IT ALTITUDE OF 0.0 FT-193821. 16.2 YEAR PARTS E DRASTICALLY O'C"A'I STAT 11 PRE111RE AND REDUCE LOW DO"I RELY ''FORT DUCT IN ANY WAY FAILURE INPUT BTU.AT ALTITUDE OF 00 FT� 5 1112. SUPPLY DUCT MUST BE INITILLE1 TO MEET A STANDARDS I"IN" SUPPLY SIDE lEATER INFORMATION, I.PROPERLY ST SO DUCTWGRN NAY CAUSE CISTE.EFFECTS AND REDUCE PERFORMANCE IF THE EDURPNERT. OUTPUT TO.AT—TUDE OF 51 G, SA" U 'I IAIIIT DUCT LENGTH 111T BE AUTAIRED SUGGESTED STRAIGHT DUCT SIZE I. S.P. INPUT TO.AT ALTITUDE OF—1 IT. 43111. 1111STR..0,UNIT DISCHARGE AS OUTLINED IN AMIGA PUBLICATION_ NO N USING HGOTARCULAR UCT,.RN,GLBUWS UST WINTER TORI—TUNG I'l. TOMI NPIG UIFL BAC N WITH TURNING VARES FLEXIBLE DUCTWO E THROATISQUA"BACK GLU.-SHOULD TO,CALCULATED OFF ACTUAL AIR Y 1 0, 'S U I" UCTO" BlT`lD`USETlH,`AIlAY TRADIUS A TOR ,ILL CAUSE I ANYDES I QUA I N FFCCT SYSTEM OFFOC I WILL OUTPUT BTU.AT ALTITUDE OF�. FT 14"' B 5-' IS' DRASTICALLY INCREASE STATIC PRESSURE AND REDUCE AIRFLOW DO NOT RELY ON UNIT T D SUPPORT DUCT I.ANY WAY.FAILURE INPUT TO.AT ALTITUDE OF C, FT D"41D TO'R..NO,SIDE UCT"FN MAY CAUSE SISTER EFFECTS ..RE'UCE PERFORMANCE UP THE lCUll.GNT. OUTPUT BTUs AT ALTITUDE OF 5537 FT 2B2445 SUGGESTED STRAIGHT DUCT SIZE IS C.' INPUT BTU.AT ALTITUDE IF 1511 FT, TE CURB GO 'WALL 51- 11' DO DISCHARGE OPENING. CURB OUTER'AL `WL A`Tl-1 DISCHARGE OPENING. G. AIRFLOW. ERAUL TRAIN G14- I'S.] Eo- AIRFLEW ,ATER OOO AIRFLOW. L 1 AIRFLOW 2. FL'X/ G.RCUPT X/ FOR FIELD WIRING. C.NL-G CUP,FGR"FRI,E,L,D 4D 1— 4S LIW GO 1'.. 112- �' 37 3— AIRFLEW. 37 3/8'. 41 L— IS GO I'.. LIFTING LUG 13 ,WECT FIRED MODULE. 11 AIRFLOW —— FULTO—O'NNEL ~ LIFTING LUG.-- AIRFLDW. SERVICE DISCONNECT� ACCESS EnDR. AIRFLnw. PkECT FIRED MODULE 4— SWITCH V MPT 11 AIRFLOW ' LRD CELDER BLOWER/MOTOR 31 1/11 7 FILTER/C NTRDL ACCESS LDDR o o SE[G SERVICE DISCONNECT ACCESS FFnR. 2L,SERVIC SWITCH I'NIT. EARANCE RED BLOWER/MOTOR I L WER/HOT ACCESS DGDUU LG/11-j 24 SERVICE 01/2'XPTJ CLEARANCE ' C. WATER INLET RE -T WATER FILTER A 111TABLI D . . . . . . . 11 REGUIRED PROVIDED Ll RIGHT BY PLUMBER. PI-- 0112-NPTJ PER LUA. L I I I I W TER INLET .RE -T WAT R FILTER ER-—UR.FXT C �l 114' NI NO 11 114' RE.OI OR G'. 'g. GTRIlMT RED IR-DOED ICGI OPENING 2'S.ALLER III.CURB DIIENSICN. T-1 ION"A'.TCA. BY PLUMBER TABLE LEG EV EQUIRNENT CURB 71' MIN.R.- POOR DIEIING 2'SMALLER THAN CURB DGMEISIDN L D TIDNS: -FULL BOTTOM CORNERS OPTIONS FULL BOTTOM CORNERS. c; 79' 79' > m CD m GO, CURB. m 20- CURB co 20 GAUGE STEEL >1 CONSTRUCTION. E f:� 20 GAUGE cl) — 3'FLANGE. STEEL 75 ONSTRUCTIUM. G'FLANGE, VJ u < DATE: 4/17/2025 DWG.#: 7189436 DRAWN ZKM BY: SCALE: 1/2" = l'-O" CITV'APPROVED PLANS MASTER DRAWING PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS SHEET NO. Page 72 of 18-0- REVISIONS DESCRIPTION DATE: FAN k7 DU33HFA-EXHAUST FAN(EF-103) Q FEATURES: 0 \19 1/2" -➢IRELT DRIVE CONSTRUCTION(NO BELTS/PULLEYS). 25 1/2' 19 1/2' 0 -ROOF MOUNTED FANS. -UL705. VARIABLE SPEED CONTROL l�Ne INTERNAL WIRING. CURB oil THERMAL OVERLOAD PROTECTION(SINGLE PHASE). NON SIR SAFETY DISCONNECT SWITCH. IIU 20' I 71 OPTIONS I I t4 20 GAUGE I I 25 1/4' - SCR-11 BIRD SCREEN. STEEL I I > - [15-B➢0 DAMPER. CONSTRUCTION. I I I n 18 1/2' -ECM WIRING PACKAGE-MANUAL OR I I I I I U 0-IOV DC REFERENCE SPEED CONTROL -RTC-(TELCO MOTOR),CCW ROTATION. 2 YEAR PARTS WARRANTY. \ \ 3' FLANGE. // IIIIII� /A- ROOF OPENING I I 2" 1 1 \1 16' DIMENSIONS. DIRECT FIRED(DF) PROFILE PLATE ASSEMBLY 5 I I I I DIRECT FIRE➢PROFILE PLATE SPECIFICATIONS: 12 1/8' DESCRIPTION I N DIRECT FIRED BURNERS SHALL HAVE PATENTED(US PATENT NOS US6629523B2),SELF-ADJUSTING PROFILE I PLATES DESIGNED TO ENSURE PROPER AIR VELOCITY AND PRESURE DROP ACROSS THE BURNER.PROFILE PLATES SHALL ALLOW BURNERS TO ACHIEVE CLEAN COMBUSTION BY LIMITING BY-PRODUCT LEVELS TO A 16' MAXIMUM OF 5PPM OF CARBON MONOXIDE(CO),AND 0.5PPM OF NITROGEN DIOXIDE(N0211IRECT FIRED N UNITS SHALL BE CONFIGURED WITH THE BLOWER MOUNTED DOWNSTREAM OF THE BURNER.THIS ARRANGEMENT WILL ENSURE A CONSISTENT AIRFLOW,REGARDLESS OF INLET AIR TEMPERATURE. 21' APPLICATION: V SPRING-LOADED BURNER PROFILE PLATES ARE ENGINEERED TO AUTOMATICALLY REACT TO THE MOMENTUM OF ,C Q A FRESH AIR STREAM,WITHOUT THE NEED FOR ANY MOTORS OR ACTUATORS TO MECHANICALLY ADJUST THEM. 25 112, WITH THIS FEATURE,ALL DF UNITS ARE DESIGNED FOR DEMAND CONTROL VENTILATION(DCV)REQUIREMENTS. 1 c W BACKDRAFT DAMPER INSTALLATION CERTIFICATIONS: y 21' ALL PROFILE PLATE ASSEMBLIES SHALL BE INCLUDED IN THE IN UNIT'S ETL LISTING AND COMPLY WITH COMBINED , AIR FLUW SAFETY STANDARDS ANSI ASSEMBLIES AND CSA 3.7(NON-RECIRCULATING NI HEATERS) TIN ANSI COMP 4 BACKDRAFT DAMPER (RECIRCULATING DF HEATERS) GENERAL CONSTRUCTION: I -PROFILE PLATES SHALL BE FORMED FROM G90 GALVANIZED STEEL. 9 m -PROFILE PLATES SHALL VARY IN SIZE PER UNIT, -PROFILE PLATES SHALL BE MOUNTED ALONG THE SAME PLANE AS THE DISCHARGE OF THE BURNER. W -DESIGN SHALL INCORPORATE PROPERLY TORQUED PERMANENTLY MOUNTED SPRING HINGES, Z -SPRING HINGES SHALL HE MADE FROM PLATED STEEL EXHAUST FAN. HIGH TEMP GASKET IS USE➢ TO SEAL THE FAN TO THE , TRANSITION PLATE, 16 (ROOF OPENING). 1 THE INNER DUCT IS FULLY WELDED TO THE TRANSITION PLATE,ALL WELDS ARE DYE TESTED. TOP VIEW GREASE DUCT & CHIMNEY SPECIFICATI❑NS: VENTED CURB ROOF TERMINATION, PR❑VIDE GREASE DUCT EQUAL TO CAPTIVEAIRE SYSTEMS MODEL "DW" ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK. MODEL "DW" IS LISTED TO UL-1978 AND IS INSTALLED USING "V" CLAMP L❑CKING C❑NNECTI❑NS SEALED WITH 3M FIRE BARRIER 2000 PLUS, MODEL "DW„ SECURED TO THE CURB BY OTHER, DOES NOT REQUIRE WELDING PR❑VIDING IT HAS BEEN INSTALLED PER THE MANUFACTURES INSTALLATI❑N GUIDE PR❑VIDE RATED ACCESS DOORS AT EVERY CHANGE IN DIRECTI❑N AND EVERY 12' ❑N CENTER. PER MANUFACTURES LISTING M❑DEL "DW" H❑RIZ❑NTAL RUNS LESS THAN 75 FT. CAN BE LISTED GREASE DUCT. CD SLOPED 1/16' PER 12% H❑RIZ❑NTAL RUNS MORE THAN 75 FT. CAN BE SLOPED 3/16" PER 12", *NOTE: UL 762 INSTALL. m DUCT SHOULD BE SLOPED AS MUCH AS P❑SSIBLE TO REDUCE THE CHANCE OF GREASE °C ACCUMULATI❑N IN H❑RIZ❑NTAL RUNS. n q W H IF THE DUCT OR CHIMNEY IS WITHIN 18 INCHES OF C❑MBUSTIBLE MATERIAL, PR❑VIDE d V UL-2221 OR UL-103 HT LISTED DOUBLE WALL GREASE DUCT OR DOUBLE WALL CHIMNEY u EQUAL TO CAPTIVEAIRE SYSTEMS MODEL °DW- 2R, 2R TYPE HT, 3R, OR 3Z" R❑UND 20 GAUGE Q 430 STAINLESS INNER DUCT INSULATED WITH A 24 GAUGE 430 STAINLESS ❑UTER SHELL. d z H CUSTOMER APPROVAL TO MANUFACTURE: ° 3 W � APPROVED AS NOTED ❑ APPROVED WITH NO EXCEPTION TAKEN ❑ DATE: 4/17/2025 REVISE AND RESUBMIT ❑ DWG.#: SIGNATURE 7189436 YOUR TITLE DATE DRAWN ZKM SCALE: 3/4" = 1'-0" CITY APPROVED PLANS MASTER DRAWING PIANS MUST BE ON JOB SITE FOR ALL INSPECTIONS SHEET NO. Page 73 of 18-0- 12 REVISIONS DESCRIPTION DATE: GRENSEBOX 02 GREASE BOX INSTALLATION PARTS INCLUDED RE "� °R"9' GREASE BOX. CLOSED POSITION GREASE BOX COVER, 0 O GREASE PIPE, GREASE BOX FIELD INSTALLATION FAN. SHEET METAL SCREWS e�Re 3 - LONG (3/4' LGJ. STEP 1 oil ATTACH GREASE BOX COVER T❑ THE CURB, I E HOLD 3" DIMENSION AS SHOWN ❑N PIC. 1. SCREW GREASE BOX COVER T❑ CURB USING (3) LONG (3/4' LC. I 0 SCREWS AS SHOWN ON PIC. 2 II B1 GREASE > BOX O HINGE CURB COVER. KIT PIC 1 (OPTIONAL). • PIC. 2 3 i�r� IIIIIII . ® II II� CURB. I GREASE III BOX GREASE COVER, BOX CURB STEP 2 COVER, GREASE ATTACH GREASE BOX TO GREASE BOX COVER, SLIDE AND DROP. PIPE. AS SHOWN ON PIC. 3. GREASE OPEN POSITION CURB. GREASE 1 •m w i Box. BOX PIC. 3 COVER. y i GREASE BOX. O I` 9 — w z a a s 1n6 3 APPROX 1 � STEP 3 PIC. 4 17 1/8 INSTALL GREASE PIPE AS SHOWN ❑N PIC, 4. ® GREASE PIPE. 3 3/4 , *NOTE: UL 705 INSTALL. w d I� m CD m m 00 n� Q W H 75 d U V Ol Q d z H W � DATE: 4/17/2025 DWG.#: 7189436 DRAW ZKM SCALE: 3/4" = 1'-0" MASTER DRAWING CITY«APPROVED PLANS Iw Foe.cw.rMM+ VlANS MUST BE ON LOB SITE FOR ALL INSRERIONS SHEET NO. 13 REVISIONS DESCRIPTION DATE: Q Q Exhaust Fan Wiring - P1°a L° - "" ° Exhaust Fnn Wiring - e"°a L° - "" ° Exhaust Fnn Wiring - RI-1— L° - w" °: Exhaust Fnn Wiring DRAWING NUMBER - I7-5 - I7-5 - I7-5 - I]/2025 MODELQ oil U 3 _ Cnmwan<Tm en[nn Cnmwan<Tm en[nn ——— Lnn.i DescrN_Jw L x• 3 ___ i..n.i n....c.xim LocuSbo 3 ___ — to ennenx Ta ''canon to ennenx Ta I i.,n.i 0escc6L.m �_-- i.,n.i Descc6L.m I N LocAJoo 3 w Ni 01 w Ni 01 ` NL 01. SW-01 xT-xl ran xo<rc 4 SW-ol xT-xl ran Mc<a I SW-ol xT-xl ran xc<c� -xl a w a o-6R _.Aa U SV-01 xT rn < � a --_? o—x---? 5 SV-al Mln acconrcct c.kcN [31 s s U =W-n leln acconrcct c.kcn [„ ,W-n leln acconrcct c.kd. [„ I I III� I IIIIII II II� N V C Q 1 � w RART isW zz z..R=n o RART isW=z z..R=n A a RART isWT==x...... a"T E=HPAM.as,T 9 Lii oa1TIt'IP T.B L 1: B I� "'ii L o lITIIM., . g — 01 IT"ILL M.1, a zo m ---I—Bo B ---xrxoT"°.r ELo WI.IN� 9 R. -rI�� _ _ A�-PI°� Exhaust Fan Wiring - e"°a C° - w" °: DRAWING NUMBER ExN]189436-] NODEL Uv ---- ------ _ L J Tx r 0' 11 ... .T ..NL.. n M F ett°°�«..k N [31 m o m m co 11 n� Q W H d V U J Q J O Q EXH— T f°P-., LA d Z 11 > H °' 3 IB DATE: 4/17/2025 xrxoTrs MT, FWLxxi WI." DWG.#: a BKo 7189436 Px-rlNx D�gy Z K M SCALE: 3/4" = 1'-0" MASTER DRAWING CITY APPROVED PLANS .eJur cue.comAeume VLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS SHEET NO. 4 REVISIONS DESCRIPTION DATE: 0 A B C B E F 6 H I coxP evn a ce wn e: evn a ce wn e: a.$1T, e=O �I�I�I NOnBUs J16 Evaporative Cooler Wiring 6- - AWING NUMB R WLring JHI ATE E NOUEL a G°o�x°u 1 LS�J NL.7J�®�� J38 t8FIN4TV 1]32o25E I.,.<a. 1]32025 0 m06 R 120 V 1 PH. 240 V 1 PH. 208/460/600 V 3 PH.2 N 1 wnN, �I[D 0 —It) 0 A oililCBKMM aU oB� G m w.ra-w..,. °Ev,uivux�i" Mirvu"ss �i 1 D ,�,W�H BP y e (ELECTRICALWM'P)A'TAL'KM EVAP) .,, I I l0 12b "NEP - W 0 SW_o _ xx r"•""F.,mx o- H N 9 8 7 6 5 4 3 2 1 7 6 5 4 3 2 1 L e vbI Po s. 1 .. a I✓. v"�;nw"'a" e ai xr�e R vHl�;�e;e I I' K 2, 171 I710 41 1110 9 8 A-°e ve<..seN.me nx, I ' I ti ® J31 J13 m JIl snexenO AN 4 Bc lle SNSN -01oR NOL J9120V DEL/BELI�dN SN04 H R J�6 L ° - 1 1 1110 l0 N J33 - J32 Jl5 6 ® H N TPl(FSC-ll J10 12 v e ,. LE 7 m _ £ mxA°-mcr m,. See above details. Power cannec[lon C Q °x LB e ® _°s L vA-°, J35zz e e 1 i W ®GR BK 987654321 987654321 7654321 �.bcvwvE d FR-01 1 1110 m- 171 I710 41 11109 8 m 6 SI GR JB J7 J18 2 S v - nxa .,a Ppw. 11RE T°srcvsr' r. J29 120V Gy 3 - movr vDRU T°DLIA c ne I _ ® B A FSC-Ol BR o.cyy_ J2 9 vL zn WH BOiJI L - 2 N F°PART E - -Rsn SPARK TPLUG A Ip3}0pi p1�2�YJ0®ILOTJ�,�V,B�.i�Spf]p.pL�Y�Y�I� mBe�m0em8 mOemBemB mOemBemB Anw DOto _ B]-1A]-1J1A]-2A]-3JB]-2A]-4 - JI2 4 2a o vrvD. IK- - IIW]I89436�3 _ vx-v"nE A B C B E F��II��II G H I coNPONE A Evaporative Cooler Wiring 7189136-E,ew[e A -I. Installation Wiring n89o36-1——a - w,n a.75C DO IL�JIIC51®®®® NDOBUS J16 uanT-xeun DRAWING NUMBER _ _. _ WIN NUMBER _ JHD ATE 25 xDBEL C°AxmP.mrx°P v ®I mn eM.GEL 1 Q106 R 0 BL-21VAC e Gy-INTLK 120 V 1 PH. 240 V 1 PH. 208/460/600 V 3 PH. n.comrc[ niuoncr« niuonco« m x � wl., 0 wl., 2 opK RA 8 e __ rl a w a w a o-BK 3 4 MT v01 Ev P co°DER TERU Nus -- x sw oe b cs „WH - BP W w,u�wrtrt.mm (EEECIDID-ui"1 sTAUKIuDEEVAPJ rin Y-In Y-In n 3 H2(110 SW-Ol V-E7d I __ �erc -n3 /�/,, o-� H N 987654321 7654321 L e --del_---y"=°]�}---J •�xr� vW cam i•a RRD Rv'911.a x vVl6re�p�SEe�e M d B D. 171 1110 41 1I10 9 8 A-°E vn<e.salmon lax, ® J31 J13 m J11 GRTIIMA sacxeTics Au LL 4 oaE ity TRIPS uPox,zovnc BC t e;SN-.'! - 0CD 5 J9 120V IEL/UELN H J36mmso.E.Lsn,a "'—L,r� m 171 1110 17 1110 10 e BK L °R"-°e"c ] N J33 11 II IO (ao ep)'^�_ J32 J15 x.r67 r e n+.�.isvna 6 ® HEN TP1(FSC-ll m ® _ e I W H 75 J10120V E) we w+�.F* d 7 ® m See above details. Power connection ° 10 e _J ® -0B L vA-°, J35 Q J ®RD BK 987654321 927654321 7654321 - e e Q m _ FR-01 1 I110R�6p 171 1110 41 111098 rao p �rk� L 0f m6 SI GR J8I xo pK J7 J18 8 7 FA7 FA m.w ,. r_ 2 G 9 a:w. vIRE T°sFCl/sF°I — d J29 I20V Gy 3 a..m nRE T°a 1 L CK -_ mmovr__�j H m B BR 'FSC-01 - �wa...w..w..vi. i.. "'°E°__ QJ 9 BK vL W F°PnRD EBsv"axx°xrnxxsn A J W SPARK TPLUG AL n DATE: 4/17/2025 J30120V meemBemB OOemBemB mBemBe08 Anw o d4&°P�Sk5L17°�hd'9 j.RDWG.#:LOI-1 'I-1JJl L'I-2 AI-3J LOI-2 AI-4J J12 4 J28 IHXR M 7189436 IR IR EMV]189436-6 - _ R'R" R.= - DRAWN Z K M- BY: SCALE: 3/4" = 1'-0" MASTER DRAWING CITY APPROVED PLANS ]mE.a.cemaa... PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS SHEET NO. Page 76 of 180 15 REVISIONS DESCRIPTION DATE: 0 ELECTRICAL PACKAGE - JOB 7>89436 NO TAG PACKAGE ITLOCATION SWITCHES OPTION FANS CONTROLLED 0 LOCATIUN QUANTITY FAN TAG TYPE P HP VOLT FLA UTILITY CABINET 1 LIGHT EF-101A EXHAUST 3 3.000 208 9�5 l�Ri LEFT y 1 ECP-1 DCV-2111 UTILITY CABINET LEFT SMART CONTROLS DCV EF-101B EXHAUST 3 3.000 208 9,5 IE HOOD#2 1 FAN MAU-101 SUPPLY 3 5.000 208 14.5 WALL UTILITY CAB. 1 LIGHT EF-102A EXHAUST 3 2.000 208 6.1 ON LEFT END BE 2 ECP-2 DCV-2111 WALL UTILITY CABINET LEFT SMART CONTROLS DCV EF-102B EXHAUST 3 2.000 208 6.1 U HOOD#3 1 FAN I I I MAU-IO2 SUPPLY 3 2.000 208 7,3 N III Te.ww)BiACMs FA..o-.a cAmeca JOB NO MODEL NUMBER n' DESC RI<PTION OF OPERATION: JOB NO MODEL NUMBER n DESCRIPTION OF OPERA TIUN. U DCV-2111 DCV-2111 .oPBaxA 7189436 7189436 JOB NAME iamn..w.v..iv ei.m�a n.<...�vrn.�e xo<o..eexio�w�o.<cows. iv I Etrrob -T.YH FWR E1waA -T.YH FdIR AraBwnY ArnBwnY I I S Fac rotl pR rlAla Vtretl I I I I nvia AM Em..nvt..itcn viva ore xAaaie BREAKER PANEL TO PRIMARY CONTROL PANEL sys ITT SEACSS l�T�1✓y .� ResponslbN ISy. Electrklan CAT,HOT 1.1­1 OELSxuNJ.,Coa i x�iaou&EP p I �•••: BREAKER SIZE SHOWN IS THE MAXIMUM ALLOWED L NAU�301 TESLOc R TE �`lo- PANEL 11 ARANIM RARE > Al xra ,,�E rpCONTROL ___________ , prt)px I 2 MAKE UP MR CH 11, 1U­L FAR .n v NINE --AR� P _________ E T 1T1 TRIP rLR -----IzcB- -- I e° Anwt Aeu ANER CHIN T..L"WBjD DD NDT WtRE TERLOCK '�,9)'A e,' ER__wr rRL CONTACTOR cmL Np CONTROL PANEL TO FIRE SYSTEM IST TO TRRLCPR OLs sr•ttnTnT RIP A -- -rvER p I CASlink Monitor and Control BR H LI zn v/ x _KV*F NS INAL IS BE-EN IGIZED � Responsibllltyi CERTIFIED INSTALLER Rood coxtrol Pa 1 to mart oamm PANArAR to otoud-based BuiidtingEAS -------------- MAKE-UP n R x SCHEMATIC. FLreE LL"'T N N Management system V ____________ EI scE IcIT RMUGRAF FOR ALL­Tl ONE SiA Rood Control Penal to aC..aloud-based BAAMlding Ma�wgA-System to monitor real time Parameters outlirod as MONITOR in tie Points list x cEF-101A---$MI-1---- -----MR --- - F FS-01rS Rood Control P to A—atoud-based Building M6AWARATH d System to -------AL�vppa[ry - onbrol pammetars outiinad as CONTROL in tAe poi+ds iisG sE To vFB RULCK cpxNEcips -----___cpnnpry - S J B NOCP 30 A WL DRr[Dais[} Rood control P to allow aJoad- .d Buildin Ma TH, s tem to CONTROL PANEL TO ACCESSORY ITEMS "• <° C Q a H +Inge ys _____HQ_en C""" _ implement SYSTEM ECONOMIZER contra!strategies JRr fAAUy integrated BuildiYR -------------- ResponslbAlty- E(e klanC.TO-MALLI THEN BETE MOUNTED 1111x�A�w=p Ivan 1,:R F1,e'u° FFS-02t Managment _—_—_ x=xPPLYFANI=ONA,.,aLAaPl.xm),AA, 1LED MONITORING AND CONTROL POINTS LIST x EF12 Sout SM-2A. BC -----------� CiC sE TO VFB RULCK cpxNECTOs P�J4 :T_CWPTTw d❑r _0 _ ___________ _ BANS ___________ _=MMLSTATION G PAAmRA= PAAA_ -------------- { vrtcxES Ux xOUTPUT xLEg0 AAn.sernpenew. AAn.rernp.m.a..(sl So. vL _________L.ou y n �p ECHAS TAKERS xnrunL UPS w°++ (A) An.P.aare(.) MRA6-10`___3M--3____ _________&94 = S) _0 _ ________ _ WS .om..r oec ru q ACA-AAA.R..ap.mew. r.AAAxs.r.am.raear. TO B RULCK n TOs ----------- l v I qux-CI mAa Rvv reA R.mP.r- .e.>'=�mm°tom u LUBc TO,-N.T.TOP Ir�R x J .Fp p�.,cRs xnxHL, .. I /�p1 2 F.ry..a _________ - ]°AS S-CH IrMll O ANNAHADD CONTROL PANEL TO FANS L V_-x---x-x-- �u^ EITHERIAL ------THROUGH---B"S-- - TnTLoxw .P p BARD,_ I` _ R..p.-INKINDA Et..Mkl- LJII Svrtcx HTS WILL v"rE zprcL Fsr(S a I�'AAH�I ll vze J ActwLm rR FB ___________ Na)eJ M ATPT <..czAR PA,..ABAR.= avv - -- ---- -Ea _O'IT TIATI'llIBC I.11" CCIT LAA WE RE it Ina - core 0L -� mxv �. ONLY --------- �S`=Jp ece � O TO P4..sv.t.�x __®.ae_ ___, s ixe CONNECTOR LEHR___________ _o�rJEic SVALVED11 USING 120V L J3 T. ApDITM.LLEVCES Nx1 xc JS MKT HA'SE UTS OWN tvJwr emR PermaAR.. a�eaeeanGA)'°' O NOT SHARE co SExspre HE-BE AT�xu1MG Gam sEE xnru GRwPS CONTROL PANEL TO FIRE SYSTEM BOARD. Izo EO 20A J6 awuMn uRAv tAarw,!=) AT_ LA SNv2�na _ _ _FM_02 _ �v R-I-PANELHEesp...IONlty- ALARM CONTRACTOR TNUA CRwwcxT ON SEx toss w.sPrt..A - --- - _ x A IAITFRI xE uxC rE0 d x®wr cArTwCNELOT 1 SH0 N sAte°" rH O NOT SUN eON L SeprNE ALARM FAN.03 CCIT-­E ------- SIGNAL PANEL CHIP SAMEDS'TBA-ATS ZTTIATE RE tyw gwton LA SNV3�nR _ - �n v SE xE uxE rviER w xppB cAx cGOOD TaF'pIItRRv m'tME. L`IRGVT ES>M FIRE srSTEM 1PomBros a cbn^rsat m Mus'r^TAVE LTS o N coNnu T BI cr PAWL m.ALI L MAKE uz I.cgs❑uT - B. CONNECTOR SPLAN ----------- Lp"JI a.vwu -SHIELD IF VF'E MOURL'AR TO ,IN FARE MUS ICRI SF SIMAL GO T HAVE ITS OWN CONDUCT NOT SHARE C'N'U'T GAS VALVE ONLY E"ER':RE'SYMREU'ARLC' Til'ETWIT1.251T MEN FINE SYSTEM APM JOB NO DDEL NUMBER e. DESCRRIP�Tr N OF OP RATION: IxJ oDEL NUMBER e. DESCRIP�Tr N OF OP RATION: LJ1 DCV-2111 rs- - DCV-2111 7189436 x„e ewG.ST"LL 7189436 Qe NAME INSTALL �— OB NAME ACRtleny_TxF FaNls _ b Acaa"MY-TMn FnNls V TANK PROTECTION ELECTRICAL DETAIL 02/10/2021 RBR.2 TANK PROTECTION LOW-VOLTAGE DETAIL 10/01/2023 Rev.3 ELECTRICIANS ALARM CONTRACTORS 1 WIRE RAIN CONTROL PANFL PER INCLUDED SCHEMATIC r C C f7 1 VIRE MANIAC ACNATION UEVICE(S) REMOTE FIRESTAi(S),CORE INIERLBL%(S),FD2E SENSUt(S)ANB FIRE ALARM CONTACTS r C C f7 2.WIRE ALL FANS PER INCLUDED(O SCHEMATIC r J-2'1 MAJT EIS 2.COMPLETE FINAL EATON BF SYSTE{Is r J-2'' MAJT EIS 3.WIRE SHUNT TRIP BREAKER WITCH,IF 3.VERIFY FINAL FIRE SYSTEM TEST 4.WIRE UDS APPLIANCE KILL SWITCH,IF EQUIPPED(OPi1ONP1) > ry-q 5.WIRE GAS VALVE xPOMOTE FIPOSTAifS)MAYBE BE REOUIREO OEPENOING ON THE D11[i LAYOIR PND Hm0 iENPERANRE RAi1NG.R6ERENCE MANUAL fOR LOCATION AND GUIDELIRES. > \ / ELECTRICAL CONTRACTOR REQUIREMENT ALARM CONTRACTOR REQUIREMENT Om ITEM CONNECTION IN PANEL CONNECTION IN DEVICE VOLTAGE AMPERAGE COMMENTS ITEM CONNECTION IN PANE CONNECTION ON DEVICE VOLTAGE AMPERAGE COMMENTS k J B BREAKER COIL B 101 AND 104 WIFE MANUAL ACTUATION DEVICE TERMINAL 1 BETWEEN CORE PANEL TERMINALS IQ POD 103 rr SHUNT TRIP BREAKER(OPi1ONAU Si L NI (A1 L�) G.V. (4 AMPS Si i0 AT ON SHUN}BREAKER[OIL,AND NEUTRAL TO A2 ON SHUNT TRIP BREAKER[OIL MANIAC ACTUTION DEVICES) 102 AND 103 1 L 2 24 VOC (IA AMPS WIRE MANUAL ACTUATION DEVICE TERMINAL 2 BETWEEN CORE PANEL TERMINALS 101 AND 104 11 // JUMPER 101 TO 104 AND 102 TO 103 IF NO MANUAL ACTUATION DEVICE IS INSTALLED rrnv� CONTROL PANEL POWER HI L NI a GUAII CURED BREAKER 1A VAC IS AMPS CONTROL PANEL ROVER MUST NOT K RUN THROUGH SHUNT TRIP BREAKER MANUAL ACTUATION DEVICE COVER N/A N/A N/A N/A BBwURFn[E xOUNiEO USE COVER ExiExSIORiNii1 6531E \ VJ UDS APPLIANCE KILL SNITCH(OPTIONAL) KTS L NI KTS 6 NI 120 VP.L (4 AMPS KILL SNITCH TERMINALS MUST BE IN SERIES WITH OTHER KILL SWITCHES 21 AND 24 WIRE FIRE SENSOR BLACK WIRE BETWEEN IOBD CORE PANEL TERMINALS 21 AND 24 REMOTE fIRESTAi SENSORS) 22 AND 23 BLACK AND WHITE 24 VDC <1-0 AMPS H16H TEMP(842'F)p491601C6.FE9(VHT)t,p491601C6FE0(BLgVIOR OR SIMILAR ONLY IF RAN REMOTE 120V9 WELL ADTOHWN(OPTIONAL) ACT,AU2 SOLENOID 1A VAC <6 AMPS 120V TO AUL WE TO WELL ELECTRIC NJTOMAN,WELL SOLENOID TO NEUTRAL GAS VALVE LGV L N1D(IF 29 VOO RED/RE➢/GREEN 24 VDC <IA AMPS IE 24 VDC-2 WIRES L GROIN➢BID TO REB LGV TO RED,ANO GREEN TO GROIN➢ FIRE ALARM CONTACT ALL ALI VARIES 500V HAX UP TO I AIM FIRE ALARM RELAY CONTACTS FOR BUILDING FIRE ALARM LOCATED IN THE fAS L NI(B 120 VRC) DR 120 VAC D 120 VAC-2 VIRES I.GROUND HAS TO RED NI TO RED AND GREEN TO LRONO C/DC) CORE ELECTRICAL CONTROL PANEL W H COPE INTERLOCKS) CA,CB,CC CA,CB,CC RS-485 CUM NUNICATIONS CURE SYSTEM(B CA TO CONE SYSTEM Q)CA CORE SYSTEM(1)CO.TO CORE SYSTEM(2)CB. 75 R VIRE TO HI ROU NI GROUND iVPIWIF CTO TEL ON IC CABLE iO EN CC USE BCLDSE 8IN T OR SIMILAR WIRE # SIGNAL CURE SYSTEM D CC,TO CORE SYSTEM r n 2 1AVAI,PANEL1 IINEER 10 MAx 120 VAC pXpB 6 WIFE TO TEL 6 iB[NORMALLY OPEN CONTACT,CLOSES IN TROUBLE CONDITION v J r-------------- }ROUBLE CONTACT TBC,TBL,T0K VARIES I I I- - _WG VAC,IS AMP SERVILE OCAL AREA NETWORK VIA ETHERNET SWITCH OR V J -ROVER MUST NOT ORIGINATE CORE COMMUNICATIONS CARE R}45 Jock IMERIEi CONNECTION SIGNAL (10 AMPS WIRELESS ROUTER WITH VALID INTERNET CONNECTION Q FROM SHUNT TRIP BREAKER J FIRE ALARM CONTACT Q 2 WIRES WIRED TO NORMALLY r - FIRE ALARM PANEL CORE INTERLOCK nn I IS BEN CONTACTS(CLOSES IN -CORE BRLDENp887 0 OR SIMILAR WIRE FIRE CONDITION) FF�� ---------__-__ -SEE FIGURE 3 j SHUNT TRIP BREAKER(OPTIONAL) -SEE FIGURE 2 d Z -2 WIRES In AD -ST TO AI ON SHUNT BREWER EXHAUST HOOD TROUBLE CONTACT / H -NEUTRAL TO A2 ON SHUNT TRIP GAS VALVE POWER -2 WIRES TO NORMALLY CORE COMMUNICATIONS CABLE nn A BREAKER _P4 WIRE WIFEGTODL6V&NIB O'ER CONTACTS(CLOSE III -CATS CABLE W /Z -120 VAL WIRE TO GAS 6 NI IN TROUBLE CONDITION) NDSi BE INSTALLED TO A LOCAL AREA ORE PANEL TERMINALS N NU NETWORK WITH VALID INTERN ET ACCESS TIT qN0 THC ACTUATION VIA ETHERNET SWITCH OR WIRELESS W -SEE FIGURE 4 DEVICE ROUTER 36 INCHES CLEARANCE REQUIRED IN FRONT SUPERVISED COO' 10 TO 20 OF ALL UTILITY CABINET DOORS - IRES,24VD[CORRECT BLACK FEET FROM THE PANEL SHALL ALSO BE LOCATED IN AN WIRES BE 21 AND N IN PANEL, EXHAUST HOOD HOOD LOCATED DATE: 4/1 7/2025 ACCESSIBLE AREA WHERE THE AUDIBLE AND CONNECT WHITE(OR RED)WIRES NEAR POINT VISUAL ALARMS CAN BE HEARD AND SEEN EETVEEN 22 AND 23 IN PANEL OF EGRESS -ADDITIONAL FIRESTATS,WIRED IN FROM HOPE ROVER TO ELECTRIC GAS VALVE SUPERVISED LOOP DWG.#: APPLIANCE -STRAINER MST BE -USE HIGH TEMP(842'F) MAMMAL ALNAi1ON OE VILE WIRES INSTALLED UPSTREAM #491601C"E9(VHT)6 VIRES,24VPC WIRE (TERMINAL 1) IS OF VALVE p.444160y10E661EO(S OWN ONLY IF BETWEEN}102 AND 103 y pR 7189436 OTHERWISETB LIEHOOD, p6132CUL OR -PDOITI(TERMINAL ONPAL IPULL2STATIONS BETWEEN IN 104 SIMILAR PLENUM RATED WIRE DUKRVISED LOOP -SEE FILDRE I -USE BELDEN#632CUL OR SIMILAR WIRE DRAWN Z KM -SEE FIGURE A ID 48 INCHES BY: ELECTRIC GAS 36 INCHES CLEARANCE T DOORS IN FRONT ABOVE FLOOR OF ALL UTILITY CABINET DOORS LEVEL TO HAM LPROTECTIVE ACTUATION DEVICE THE PANEL SHALL ALSO BE E AUDER IN AN PART#SS2031ZA-EN ACCESSIBLE AREA WHERE THE AUDIBLE AND ELECTRIC GAS [ExiET OF PUSH PROTECTIVE[OVER MUST BE INSTALLED SCALE: VISUAL ALARMS CAN BE HEARD AND SEEN STATION 3/4" = 1'-0" COOKING APDPLIANCE(S) MASTER DRAWING APPLIANCES) 74 ATTENTIUM LOW-VULTAGE➢C HR SIGNALING WIRE SHUULD NIIE:SEE INSTALLATION,OERRTIOL AND MAINTENANCE MAINLAND.FOR FURTHER NNSDILCDING BE ROUTED IN SEPARATE CONDUIT FROM ALL AC SOURCES CITY APPROVED PLANS CC,SEE INSTALLATOB,OPERATION,AND MAINTENANCE MANUAL FOR FURTHERBSTRLLTIONS s.vAw.alA•FAa.EAmsusrx. PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS SHEET NO. REVISIONS DESCRIPTION DATE: 0 MODEL NUMBER .ev DESCRIPTION CIF OPERATION: JOB NO ODEL NUMBER aY DE SyCRI nTION OFvOPRATION: Q JOB NO _ 7189436 Joe NAME ""^"`"""-'""" 7189436 ncv—ztn 06 NAME El.vab Ncu9Mrh'_TYn F _ 0 TANK PROTECTION LOW—VULTAGE FIGURES 10/01/2023 RR V TANK PROTECTION ELECTRICAL DETAIL 02/10/2021 Rev.2 ��Ra ELECTRICIAN-1 WIRE NAIL CONTROL PANEL PER INCLUDED SCHEMATIC FS-L: SLAVE F S-2: MASTER 3.VIRE SHUNT BREAKER(OPTIONAL) oil 4.V GA RE S APPLIANCE KILL SNITCH,IF EQUIPPED(OPi10NP1) 5.WIRE GA VALVE ELECTRICAL CONTRACTOR REQUIREMENT U USE BELDEN 0632CUL OR SIMILAR WIRE T ITEN CONNECTION IN PANEL CONNECTION IN REVILE VOLTAGE AMPERAGE COMMENTS J2-1D.KR J10-t BREq KER COIL .� SOONi TRW BREAKER(OPTIONAL) Si 4 M 1 8 KI I.VAC (4 AMPS Si i0 AT ON SHUNT BLEAKER COIL,AND NEUTRAL i0 AZ ON SHUNT TRIP BLEAKER COIL N - MICMAN-[H/ 1 J2-2JIO 2��II HANUDL [ONiRR PANEL PAVER HI 4 NI 9 GfmJNO CIRCUIT WEAKER 120 VA[ IS AMPS CONTROL PANEL FEWER MUST NOT BE RUN THROUGH SxurvT TRIP BREAKER ACTUATION U➢S APPLIANCE KILL SNITCH(OPTIONAL) KTS 4 NI KTS 8 NI 120 VAC (4 AMPS KILL SNITCH iERXNPLS MUST BE IN SERIES WITH OTHER KILL SVITCKS I I N FIRE DEVICE I U STAT-1 NO-WH BK- 10/"® O-WH BOILDING / REMOTE 120VAC MNSUL AUTOIWN(OPTIONAL) N11,AM SOLENOD 120 VAC f 6 PAPS 120V TO AUL ADS TO ANSIE ELECTRIC BEECHAM,ANSUL SOLENOID TO NEUTRAL I I I I 2 ].R)R') 525 (OR RIC BREAK VIRE 1 2 FIRE ALARM BEFORE MANUAL GAS VALVE LGV 4 MD(IF 24 VDO REO/RED/GREEN 24 VDC (1A AMPS IF 24 VDC-2 VIRES 4 WI,NIB TO RID,LGV TO RED,Ax0 DEC TO GROUND REL N INSERTINL ACTUATIOO [pITMe[T a GAS 8 NI(B 120 VAC) DR 120 VAC FRO VAC-2 MRCS 4 Om1N0 GAS 10 RCD NI ip RCO Anp GREEN TO GROUND FIRE INTO DEVICE STAT-2 TERMINALS Ilya O-VH AK (DR R➢) 1 2 R RD) ALI E� s 1 IILP�Ui LOU, 1p _ —�2WIRES RES P815GROUN SERVICE ULOF F------------- I -VIRE M S AND NI GROUND I I I J10-3 FROM ESHUNT TTRIPT BRREEAKERTEJ1D-4 MIRING CONVECTIONS FOR FIRE WIRING CONVCCTIONS WIRING CONNECTIONS ALARM CONTACT FOR FIRESTAT LOOP FOR NANO ACTUATION LOOP FIGURE 2 FIGURE 1 J SHUNT TRIP BREAKER(OPTIONAL) -2 MIRES,120VAC 14 -ST TO Al ON SHUNT BREAKER EXHAUST HOOD -NEUTRAL TO A2 ON SHUNT TRIP GAS VALVE POWER 'M BUILDING BLEAKER -2 WIRES 4 GROUND 75 FIRE ALARM CORE -24 VDC VIM TO LOW 8 MID CONTROL SUPERVISION SUPERVISION SUPERVISION -120 VAC WIFE i0 GAS 4 NI PANEL SWITCH SWITCH SWITCH V SHIELDED TWISTED PAW TROUBLE CONTACT BK BK 36 INCHUS CLEARANCE REQUIRED IN FRONT ,C R OF ALL UTILITY CABINET➢DORS 2 RB R➢ TOK TEL NO NO 1 2 1 2 THE PANEL SHALL ALSO BE LOCATED IN AN t ED TROUBLE END ACCESSIBLE AREA WHERE THE AUDIBLE AND V INPUT LOB VISUAL ALARMS CAN BE HEARD AND SEEN TBC C C C DEVICE APFLB NCE ELECTRIC GAS VALVE -STRAINER MOST BE MIRING CONNECTIONS INSTALLED UPSTREAM FOR IN TERLOCK NTERLOCKFIG OF VALVE c RE N 3 I W WIRING CONNECTIONS FOR 9 TROUBLE CONTACT FIGURE 4 L—— ELECTRIC GAS 41 Z I` a ATTENTION:LOW-VOLTAGE➢C OR SIGNALING WIRE SHOULD COOKING 00 HERE;SEE INSTALUTER,OPERATOR,AND MAWIWNCE NNIAL FOR FIRMER INSTRUCTIONS BE ROUTED IN SEPARATE CONDUIT FROM ALL AC SOURCES APPLIANCE(S) p AID SCC INSTALLATION,OPERATION,AND MAINTENANCE NNEAL FOR FURTHER WARLORDS DS JOB NO GDEL NUMBER ev DE S�CRIPTr ON OF�DPERATIDNP MODEL NUMBER w DESCRIPTION OF DPERATIDNP 1 7189436 ncv—tut „„„K_ „ JOB No _ ,',I%'T „F.T1«-NM, OB NAME 7189436 JOB NAME b AnWrq-T.F EYES TANK PROTECTION LOW—VOLTAGE DETAIL 10/01/2023 Rev.3 TANK PROTECTION LOW—VOLTAGE FIGURES 10/01/2023 Re,17 ALARM CONTRACTION 1 WIRE NANO& UATION DEVICE(E).-REMUTE FIRESTATOD,CORE INTERLOCK(S),FIRE SENSORS)AN➢FIRE ALARM CONTACTS rrS-11 SLAVE E S-1'� SLAVE 2. ACT COMPLETE FINAL HOOKUP OF SYSTEM 3.VERIFY FINAL FIRE SYSTEM TEST .REMOTE FIRESTAT(S)MAYBE BE REQUIRED DEPENDING ON THE DUCT LAYOUT AND HOOD TEMPERATURE RATING.REFERENCE MANUAL FOR LOCATION AND COMEDIES. ALARM CONTRACTOR REQUIREMENT ITEM CONNECTION IN PANE CORRECTION ON DEVICE VOLTAGE AMPERAGE COMMENTS USE OR BSIMILARMWEREUL VIRE MANUAL ACTUATION➢EVICE TERMINAL 1 BETWEEN CORE PANEL TERMINALS IQ AND 103 MANIAC ACTWiION OEVICE<S) 101 AND 1M 1 4 2 24 VDC <IA AMPS WIRE MANUAL ACTUATION DEVICE TERMINAL 2 BETWEEN CORE PANEL TERMINALS HOT AND 104 J2-1J10-1 102 AND 103 JUMPER 101 TO 104 AND CDC TO 103 IF NO MANUAL ACTUATION BEVICE IS INSTALLED MANUAL ACTUATION DEVICE COVER N/A N/A N/A N. N ACTUATION DEVICE COVER MUST BE INSTALLED J2-2CUTS HILROSVRLH/ IF SURFACE MOUNTED USE COVER EXTENSION STI-6531B MANUAL ACTUAT ON REMOTE FIRESTAT SENSORS) 21 AND 24 BLACK AND WHITE 24 VDC (IA AMPS VIRE FIRE SENSOR BLACK VIRE BETWEEN MOO➢CORE PANEL TERMINALS 21 AN O 24 FIRE DEVICE 22 AND 23 MIEN TEMP(8Do,4YF)p491601C6.FE9(VHTI 8 Y491601C6FE0(BgVIRE OR SIMILAR ONLY If RAN STAT-1 NO-VH BK- O-VH AAA'® BUILDING CONEM 50V IIAX FIRE ALARM RELAY CONTACTS FOR BUILDING FIRE ALARM LOCATED IN THE 7D�WIRE (DR R➢) BREAK VIRE 1 2 R RD) FIRE ALARM FIRE ALARM CONTACT ALI,ALA VARIES UP TO 1 AM BEFORE MANUAL (AC/DC) CORE ELECTRICAL CONTROL PANEL INSERTINL ACTUATIONCORE INTERLOCKS) CA,CB,CC CA,CB,CC RS-485 COMMUNICATIONS CORE SYSTEM(I)CA TO CORE SYSTEN 0 CA LORE SYSTEM(1)LB,TO CORE SYSTEM(2)LB. FIRE INTO DEVICE (�SIGNAL LORE SYSTEM CO CC,iO[ORE SYSTEN(2)CL.USE BEL➢ENO 88760 W SIMILAR VIRE STAT-2 NO-VH TERMINALS B%_ �® O-VH(OR RN 12 RR➢)TROUBLE CONTACT TBC TBL TOK VARIES HA%120 VAC O iO 6 VIRE TO TBL 4 TBC NORMALLY OPEN CONTACT,CLOSES IN TROUBLE CONDITION CORE COMMUNICATIONS CARLE RJ-45 Jack INTERNET CONNECTION SIGNAL DO ANPS TYPICAL CONNECTION CATS CABLE TO LOCAL AREA NETWORK VIA ETHERNET SWITCH OR VIEEWIRELESS ROUTER VITH VALID INTERNET CONVECTIONJ10-3 MFIRE ALARM CONTACT — J10-4 l J 2 WIRES VIREO 10 NORMALLY r —�F.�-{—FIRE ALARM PANEL CORE INTERLOCK WIRING CONNECTIONS FOR FIE OPEN CONTACTS(CLOSES IN LJ 3 VIRES.SHIELD IRING CONNECTIONS A1PRN CON ACT S FIRE CONDITION) IFr G�-USE BILDEN188760 OR SIMILAR WIFE ix FOR FIRESTAT LOOP FOR MAN�NAL CACTAUATIOON LOOP FIGURE 2 �M1'U --NCIPREE CONTROL PANEL ALI Ily______________ -SEE FIGURE 3 FIGURE 1 FIGURE IA lrn J -SEE FIGURE 2 r1 v�/ TROUBLE CONTACT VJ -2 WIRES TO NORMALLY CORE COMMUNICATIONS CABLE OPEN CONTACTS(CLOSE III -0ATS CABLE BUILDING IN TPoUBLE CONDITION) HAND. NETWORK VRH VREI TO NA LEGAL ACCESS FIRE ALARM CORE -LORE PANEL TERMINALS CONTROL SUPERVISION SUPERVISION SUPERVISION ^ TBL AND TBC ACTUATION VIA ETHERNET SNITCH OR WIRELESS PANEL SWITCH SWITCH SWITCH , H -SEE FIGURE 4 DEVICE ROUTER SHIELDED TWISTED PAIR TROUBLE CONTACT Vl SUPERVISED LOOP 10 TO 20 BK BK ® 75 4 WIRES 24VDC CONNECT BACK FEET FROM �-t WIRES BEIVEEN 21 AND 24 IN PANEL EXHAUST H000 HOOD LOCATED RO RD TUCK =. ,NO, ViVEEN F2I PNS023 RIN➢PANELS NEA POINT Of ELRESS TIRPUiEEF r^-ADDITIONAL FIRESTATS,WIRED INFROM HOOD V/SUPERVISEDEN 2DEVICE LINE U J -USE HIGH TEMP(842°F) MANUAL ACTUATION DEVICE WIRES �L 44AUAIC6FE9(VHT)4 1 VIRES,24VpC WIFE (TERMINAL Il WWNG CONNECTIONS J f441601C6FE0(Bp WIFE ONLY IF BETVCEN 102 AND 103 FOR CORE INTERLOCK OTHHERROVER SETB IF *6'320UL OR -A➢UITI(NEAL IPULL2STATIONS NWRRED IN 101 FIGURE 3 n Q SIMILAR PLENUM RATE➢WIRE SUPERVISED LOOP Vl -SEE FIGURE 1 -USE BELOIN M6320UL OR SIMILAR WIRE WIRING CONNECTIONS FOR 1J LL -SEE FIGURE IA TROUBLE CONTACT 42 TO 48 INCHES FIGURE 4 36 INCHES CLEARANCE REQUIRED IN FRONT BONE ROAR (� OF ALL[UTILITY LLCABINET DOERS C Jt(�LEVEL TO PART p OPTION DEVICES z ACCESSIBLE SHALL WHERE THE AUDIBLE ANDELECTRIC GAS CENTER OF PUSH MISIs FNLED \ H VISUAL ALARMS CAN BE HEARD AND SEEN STATION -22 caON NCRS) ATTENTION:LOW-VOLTAGE DC OR SIGNALING WIRE SHOULD W ~ NEED SEE INSTALLATION,OP[RANw,AND MAINTENANCE RADIAL FOR FURTHER WRITERS BE ROUTED IN SEPARATE CONDUIT FROM 74 ATTENTION:LOW-VOLTAGE DC OR SIGNALING WIRE SHOULD ALL AC SOURCES BE ROUTED IN SEPARATE CONDUIT FROM ALL AC SOURCES DATE: 4/1 7/2025 WE.SO INSTALLATION,OPERATION,AND NARONNE NB,NL FOR FIRMER INSTRUCTIONS DWG.#: EXHAUST HOOD TO BE INTERCONNECTED WITH 7189436 COOKING EQUIPMENT BELOW. MANUAL OPERATION DRAWN BY:Z K M OF HOOD NOT ALLOWED. SEE IMC SECTION 507.1.1 SCALE: 3/4" = 1'-0" MASTER DRAWING CITY APPROVEDPLANS .wh,cea.mmMun,.. PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS SHEET NO. Page 78 of 180 REVISIONS DESCRIPTION DATE: 0 A B C D F F G H I 'FACTORY WIRING A B C ➢ E F G H I FACTORY WIRING Terninol crocks For.area connecao Q UNLESS SPECIFIED OTHERWISE,ALL FACTORY AC WIRING 16 AVG. ALL FACTORY DC WIRING 18 AVG. MOTOR POWER CIRCUIT SCHEMATIC SCHEMATIC l xes INI Izav wvuT usE lI CIRCUIT BGARDS ATTENTION:LOW-VOLTAGE DC OR SIGNALING WIRE SHOULD LORE FIRE Foc y r.a ore Fmle w.a J9 120V EMM03 I BE ROUTED IN SEPARATE CON➢UIT FROM ALL AC SOURCES. PROTECTION FWA ten,nz --CONTROL INPUT 120V a _ ILAII CAv..xx FeA Wtm OR vomte l��e Hl=LINE,NN=NEUTRAL, - - o 16«xEP HER un-. un-. M E<nerro<z.l<cn -_15A BREAKER,➢O NOT �d 24V 8 9 ° 0 Lrv. �oiust po..r6s cpp�m z].s FS-2: MASTER 120 vAt 2,vOt CONNECT TO SHUNT TRIP i WIRED b IL vnea<° PS-02 60W v LAI ® BREAKER.SEE V J 1 3 4 5 6 7 ANT SLA➢At§M - =sod�eME v/T3 l(�15��✓,T ('�� oil 2 --INSTALLATION SCHEMATIC --0 DC EST ce zrwlaea' jvq�x C0 et®i c0o� 2 - ore. m Into<ne colt[ C col O �',4iQ�_ TOR ADDITIONAL REO. EST ®LJ/x �3� TER GAS USED FOR y - e \ O FM CDex - 1200V Pp WERE➢GAS C - vap[SvvaaxrX eqw ex I e e`. L.Iluor xoaul. 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DRY CONTACTS(SHOWN DE-ENGERGIZED) - }yozsu HA x. __ _ m:o.in or o r.cet o ter I cecomc, _ RD-20-t TBou.LiYRELwr.co c s mx more - tx clop Ferceluapez - E I xn g-19. - <x .H°k. upon lmeeon(a)^a jEa gxT3R _ -5 o [I EFl _-Ewen xeloy �[�I� p 'RD-19-I cooxxr EW.. TmAME j x AxEk o1 = OROCV�2111A SIFdFE -13 JI- ----- . .'.1 - i n. <o xl..<.�.a�olz i" UCV`i1ozN1A SmPE W Ed-FEAillR sE�uiwar Puu[ .tc I A .�I ci .w w• ry p° y ro C I 9 F xttcn -IC JI_ -- ----porn RD-17-1 It.sr - vAo a-soles. a.11lorr Intxl«k Rel°r J3 - vaI�[PN - ro A. Galan fw. Z VY_ 9 —PUT END OF L`NF PLUG EMPTY TeraolzrAu L eu-mole la- L2 J UNLESS SHIELDED AFT ore oixER cOxPONENT w SERIES, RD -I J- U ""< JE kla n."o<Iz ror iTRD' rz`px Fm F M1 B SC-28 X 18 X 8.62 BO MOECP H-9 Iry r"°`w r`° c xoECP pl^IO SE A B C D E F G H I MDOEL NUMBER n DESCRIPTION OF OPERATION 1 FACTORY WIRING JOB NO DCV-2111 SCHEMATIC 7189436 .o€8ayre 1 ATTENTION:LOW-VOLTAGE DC OR SIGNALING WIRE SHOULD WRE FIRE JOB NAMEEM_ArorYny_T.N F HE BE ROUTED IN SEPARATE CONDUIT FROM ALL AC SOURCES. PROTECTION 6AG aah..`A...�4°wriez],s FS-1 SLAVE 76= Bpi -- ------- PS-02 60W AC ER BREAKER PANEL TO PRIMARY CONTROL PANEL T --swe------- ----�._Tp-Gn xE zn�L _ nm tre cME ou co� ResPoxslbRlty: EleeMkl¢n L AMpWIFEGAS ----------- 2 BREAKER SIZE SMOVN IS THE MAXDIUM ALLOWED U�-102 TERLOC ALVE I vxM FIRE Ll Ell SrSTM ARIn- MIA DIP Switch C�LNPONEM ------------ Rr `P --------- CFI PCB_2 AF 1.AwI AM CIE UP AUR G.DID --------- o T L 18AWG Fgry A CONTROL OVER. OD OT WIRE T[RLo[K +{Py,:=:g HIS®()�dN1 - t TO GFCI OR SHUNT TRIP A -"l.TN4e --RFSPEx_FieipxiHu_T[on 3 POWER Freon xI/NI ouLr M [v/o ECP BREAKER F0 v PTEBrvE7T xlSy0rvTsz SIT TERE.CCN�A_ . MM. 6v _ m M_�P.= --- R=[� n[ NT TRIPHS YNT --- HOT — --17E. j U. IT L SM J- "CAERE TO vrn LR,Pouicx cOmEciOR KS TIR.E­IS M______ MOTs_ _ 4 ROSv-➢s-0L _IS ,_ zavo Eo vm "tro°`rS VALVE TP F°'"t ____________ CONTROL PANEL TO ACCESSORY ITEMS FIRE c0xmn0x sS°' ResponslbPlty: Electrklan Rz R-17"` MASTER CME Rona.okvHS __ _ _ N ______ _Cp MN _ LL O -u - °"eRe-cam-"iz ERE io vRFo 0 eplrtEe - [E ----- ER—yPL - S 9 Svioctont Los _ _ rc Hov , PI�W-Os v4 BR -IBC VicK TpR --------COMMM --- - 5 R L-6 M S J_ T oe<S LFatE oL[wm .I<en - v0 20 -_-_-_-_-_-_-_-_---- vlTelts J4 -5 mIx[eivN x SuT, FAx IS On--- - 3] Lb«ionFer S ________ 3 Lest Nme [< n:er1tvetas ne R , 3 10 CORE 1n<ertocx xetrorx Fs xs M me scour -- pl 12-FNPI-p),yo II BREAKER IP 19 FOJ.t on Interlock Network H FIRE I uioRR� b Tazt nee Foust on>Cua In LT-os ry nv I.e Ego --- N l J SS o 1S _0 R R. 16 in In<erl«x xe<.«x n n-:mma-sev -U-102 - dam GROW I cpNxpx TO NORMALLY.14N ___________ Ps-m w"°W CD I,- McICA ap. .t A MAU-102 SM-3AL- TsSPEED _ __ nminle uor" z J- _ LIGHTS ______ FS-01 w HL-Irere.rc RE TO vFO OO1eK cOMEeiOR ¢To- --IN of w. o�J -v our ITT ECMoa.vxERs NORMAL MS � m Rd�°bK e «, �EK-xLal ——————————— - Ma 0� PS-1 P" P w FS-02 °n CONTROL PANEL TO FANS - -v our ----------- - s ,_ ------- 4 w.°n ws or noon. Resp.-ARlty. Electr I. ¢®v----------- 00� v vF.w ERI Mw vx ° .K f`i=P S TO TF,p,,Tmtwi m FII000 z o IRE NIECTLY TO CMM;;;TP-ARYmt (EACH vF.l ---------- — R "om� PAEL Ax6 w. F0 ----------- 'b Q 7 JI_ -----------, - - LooaMvll lrq - - ---- -� .Mv eoux.TwrFlc var, ITERMA xTs vAT[IMI El FANS 7 H z, R g xTvtrr ouT FORT lea,a l-MEn R ��..(( MS-Ol I - FAR,0, - ----------- _ PTCH V R.SW-➢3R -IE JI_ -------- ,er sl•ultone°us°.avetwn. `^loop --�'°' --- WIaE ae DRY CONTACTS(SHOWN DE-ENGERGRE➢) TS0 �M ppH yp a i V J .o«Toper.n -1< U.,RFrmF nls AUX-Ol TO ONLY GREAGIR.THIRD H UT. all o reset of<er I0 zer""az. RD-20-1 TR - rvpT SHARE C ScorvxE SENSM TxE CEalrvo ORm.SF[xutu GROVPS ------OUA AL - U ___J - M m FAR 05 IF 4--- — Rgn -------_N�_ As . -9Rv N1 - II vv .ne•v=<em 1.ax. Loo8M_2� ____ _ ___________ _ ___J 8 _s <uo<wn m.ie.°na na merae.rcrn, a iota n.a.n man:<I - - -- •m v - NME Iz.v t y RO-19-1 c00awBFw -_ NGZ1MSI'➢M_.M..- -RIIIR S vuvE). R-OEp M10-01 _ DCv UEAcotlen --� ---- i sENioR RIS[R -13 _____1 n Ixa terninmc n v RE a SOR wuHiE.IN EXHu6i[U J, oc sxeua na<ne arc tbi KE.E.IF uiPren Rela wxFxT mxAUF Isur. MLY R. M/.L J3 .KJ-I�J I Fo.O.S rem S.rccn,.:re EKc oM nwxc �• �lor JIO-3 - Mwl l - Evi<.rnno:z vF0 OUICM it a ws PorcL DCV-2111 cOuxE[i0R To .u[ Ymmn " vv DO NOT SHARE c D CONDUIT ScorvxE SEx DUCT CONTROL PANEL TO FIRE SYSTEM LL IE JI- ---------Nvlu-� RD-17-1 FI Y. - .0 a.lmAr. CORTRE ----------- - - ResPonslblUty. ALARM CONTRACTOR �-C Au. y .r:aa y [n - xe a wrca <,ores 21 m vtr - - - IN, - T SENsoR ` rotT':[n w -T w -BRIDS[p iYFTRGL PANEL COMPONENT R� 9 T3 A-Pons Ou x.T-ED Frtl SLAVE Pxns - '' Lo S E-*� _ _ •me e � H a m TO - - --------_---_— — FIE 3 A: ------ �Lli,L2 J __TO N T P SENsvt pp w i[n I.IU1 Lr PLE PS�>T[x a ❑�]] ui J T.rm.l,STAG .AL:m.AIFY:4 T a '-rFZxx= -RD RE RE nema<�e.ar NI W L O S RE C.- I oi�mREcr v m�mRE rnx➢I` �1 W ~ U m os MF,T R�X4 III "'ec11_ RD-18-1 Rrt tlFa.eK Foa AnTM�aeT�lv<Anon _AM PllOs. .R I-RENT _ d p as .A DATE: 4/17/2025 ulmVh�m<<liDr FmE[P N-11 DWG.#: 7189436 DRAW ZKM SCALE: 3/4" = 1 e-0" CITY APPtRCY PE-PLANS MASTER DRAWING SHEET NO. Page 79 of 180 REVISIONS DESCRIPTION DATE: 0 JOB NO ODEL NUMBER °Y DESCRIPTION OF OPERATION JOB NO ODEL NUMBER °Y DE SyCRIP�T ION OFO PR�AT�ION: DC V-2111 DL V-2111 a- 7189436 7189436 OD NAME _ rsmuom.V mws e°aa.,vrn o.a xm,omwo��<�e it OD NAME flfVe�Ac°Mro,_ 0 WALL MOUNT UTILITY CABINET TANK PROTECTION 10/01/2023 Rev 03 l�Ri D- rA1—D>�M&E`P��EL ELECTRICAL DETAIL oil _________-° RICIAw FS-3' MASTER 1 WIRE RAIN CONTROL PANEL PER INCLUDED SCHEMATIC reoUeLBRMT Ax c xTACTs aL 2.VIRE ALL FANS PER INCLUDED SCHEMATIC YD wMExuLv Lo 3.MIRE SHUNT TRIP BREAKER(OPTIONAL) E ox 4.VIRE MS APPLIANCE KILL SWITCH,IF EQUIPPED(ffT1O-) p 5.VI RE GAS VALVE U CONTROL PANEL TO FIRE SYSTEM R..p...Wilty. CERTIFIED INSTALLER ELECTRICAL CONTRACTOR REQUIREMENT I I DO N CONTROL RANAL C.NPENONT ITEM CONNECTION IN PANEL CONNECTION IN DEVICE VOLTAGE AMPERAGE COMMENTS > O 1— SAIDT TRIP BREAKER(OPTIOHU ST A NI BR.KERRAD) In VAC (4 AMPS Sr TO At ON SHUNT BREAKER COIL,AND NEUTRAL TO A2 ON SHUNT TRIP DEALER COIL CONTROL PANEL POWER M 6 NI♦GNOUNO CIRCUIT BLEAKER 1A VAL IS AMPS CONTROL PANEL POWER MUST NOT BE RUN THROULH SHIM TRIP OEAKER I U S-01 UOS APPL MICE KILL SWITCH(OPTIONAL) KTS L NI KTS C N IA VAL (9 AIDS KILL SWITCH TERMINALS MUST BE IN SERIES WITH OTHER KILL SWITCHES I I I I .WNTII FINE REMOTE 120VC ANSUL AUTOMAN(OPTIONAL) AUH AUE SOLENOID 1N VAL (6 AMPS 120V TO AN,AB TO ANSUL ELECTRIC AUTEMAN,ANSUL SOLENOID TO NEUTRAL I « INFS 02<I LGV L Nlp(IF 24 VDU 24 VD[ If 24 v&-2 WIRES C(ROUND,ND TO RED,_1 TOTE ip RED,AND GREEN TO GROUND I I I I STRIPS, si LBSs GAS VALVE RED/RE➢/GREEN (IA AMPS I I I 9 OETE[Tlox ie°ux:Fr re r-, y x<x e,6�o.I—--irn LAS B NI(IF 120 VM) OR 120 VAC IF 120 VAC-2 VOTES 6 GROUD GAS t0 RED,NI TO fSO,AND GREEN TO GROUND ai a<x..ix pox (0 CONRROL PANEL POWER I I I I 10 -2 MIRES B GROUND I r _ r-------------------- 120 VAL,15 AMP SERVICE r -WIRE TO HI AND NI,GROURI eoaw rm ,MS-Ox TOWER MUST NOT ORIGINATE d FROM SHUN TRIP BREAKER Fay 01 I I SISTER PILL x. �e I rAnm a FAZ' SHEND TRIP BLEAKER(OPTIONAL) N� CxN -2 WIRES,120VAC �I GIVE AT ON SHUNT BLEAKER EXHAUST HQQO ----------- J Acevi(px BREAKERL i0 A2 a SHUNT TRIP t5 (5 y C Q cU11 GAS VALVE POWER W IENTT. AUAULN­ICIREC MAY HE NROME JS OL ALL UTIL17Y CA IB NETS DOORS IN FRONT _24 VIC MIRE TO LGV k ND 1 THE PANEL SHALL ALSO BE LOCATED IN AN -Da VAC WIRE TO GAS C N1 ACCESSIBLE AREA MERE THE AUDIBLE NNE �oNuIN I AWE Or[°UY PONExix SERER 20A J VISUAL ALARMS CAN BE HEARD AND SEEN x x EVER TO ELECTRIC GAS VALVE , 0 APPLIANCE -STRAINER MUST BE f 6S A VE UPSTREAM I ELD MANEs M=EM FARE sviTLr ELECTRIC Z` 9 DIPuu GAS Q I` a APBUI NCE(v AARX d NOTE SEE INSTALLATION OPERATURE AND MAINTENANCE MNWL!OP FURTHER INSTRUCTIONS JOB NO MODEL rvUMBER ^ DES�CRIP�TT1 N OF�OPEIAATION' DESCRIPTION THE OPERATION- 1 7189436 Dcv-2m K_ , JOB NAME b A--_mm Fs1Y WALL MOUNT UTILITY CABINET TANK PROTECTION LOW— 10/01/2023 RRV.3 10/01/2023 Re,17 VOLTAGE DETAIL TOTAL PROTECTION LOW—VOLTAGE FIGURES ALARM CONK A" FS-3'1 MASTER FS-3: MASTER 1 WIRE MANIAC&MATION DEVICES)REMOTE FIRESTAT(v,LORE INTERLOCK(S),FIRE SENSIR(S)AND FIRE ALARM CONTACTS 2.VERIFYCOMPLETE FINAL RE SYSTEM ff SYSTEM 3.VERIFY FINAL FIRE SYSTEM TEST ALARM CONTRACTOR REQUIREMENT USE BELDEN N6320UL ITEM CONNECTION IN PANEL CONNECTION ON DEVICE VOLTAGE AMPERAGE COMMENTS OR SIMILAR WIRE 01 AND 104 VIRE MANUAL ACTUATION DEVICE TERMINAL 1 BETWEEN COPE PANEL TERMINALS 102 AND 103 J2-1J10-1 MANIAC ACTWiIOV OEVICE(v 102 AND 103 1 C 2 24 VDC <IA AMPS WIRE MANUAL ACTUATION DEVICE TERMINAL 2 BETWEEN CORE PANEL TERMINALS 101 AND 104 JUMPER 101 iO I14 AND US TO I.IF NO MANUAL ACTUATION BEVICE IS INSTALLED J2-2J10-2 HILROSVRLH/ CTugT10N DEVICE[OVER MIST BE INSTALLED MANUAL MANUAL ACTUATION➢EVICE COVER N/A N/A N/A N/A jfNUIURFACE MOUNTED USE COVER E%TENSION ST&LESB ACTUATION FIRE DEVICE !� REMOTE fIRESTAi SENSORfv 21 AND 24 BLACK AND WHITE 24 VDC <1-0 AMPS VIRE FIRE SENSOR BLACK WIRE BETWEEN HOOD CORE PANEL TERMINALS 21 AND 24 STAT-1 NO-VH BK- SV® R RD) BUILDING `/M 22 AND 23 HIGH TEMP(B42TI RVIOF1C6fE9(VATS X X4N601C6I A(BLgVIRE OR SIMILAR ONLY If RAN 7DBREAKVIRE (OR BE) BREAK WIRE 1 2 FIRE ALARMPANEL GIN ASSN, BEFORE MANUAL FIRE ALARM CONTACT AL1,ALE VARIES 50V M4KUP TO 1 AW FIRE ALARM RELAY CONTACTS FOR BUILDING FIRE ALARM ONE LOCATED IN THE INSERTING ACTUATION !{(AC/DC) CORE ELECTRICAL CONTROL PANEL FIRE INTO DEVICE lJSTAT-2 TERMINALS O-VHCORE INTERLOCKS) CA,CB,CC CA,CB,CC RS-485 CUMMUNBOILERS COS SYSTEM(1)CA,TO CORE SYSTEM 11)CA COS SYSTEM lU CB TO CORE SYSTEM(2)CB NO-VH BK- lAV® RRO) LL SIGNAL C➢RE SYSTEM(O LC,TO CORE SYSTEM(2)CC.USE OLEENp O76A OR SIMILAR WIRE (OR RD)US TROUBLE CONTACT TBC,TBL,TON VARIES MA%120 VAC U TO 6 VIRE TO TBL B TBC NORMALLY OPEN CONTACT,CLOSES IN TROUBLE CONDITION V1C[AMPSLORE COMMUNICATIONS CABLE RJ-45 Jnck INTERNET CONNECTION SIGNAL (CO ANSI TYPICAL CONNECTION CATS CABLE TO LOCAL AREA NETWORK VIA ETHERNET SWITCH OR J10-3WIRELESS ROUTERWITH VALID INTERNET CONNECTION ututa > mFIRE ALARM CONTACT J10-4 -2 WIRES WIRED TO NORMALLY OPEN CONTACTS FIRE ALARM PANEL COO INTERLOCK 12 WIRING[OMIELiIONS FOR FIFECD Nx (CLOSES IN FIRE CONDITION) WIRES N SHIELD WIRING CONNECTIONS ALARM CONTACT-CORE CONTROL PANEL ALI AND AL2 _ L�-USE BELDENb88760 OR SIMILAR VIRE FOR FIRESTAT LOOP MIRING CONNECTIONS FIGURE 2 �1'U -SEE FIGIXLE 2 r ——__ —— -SEE FIGURE 3 FIGURE 1 FOR MANUAL ACTUATION LOOP ———— r ———— FIGURE 1A TROUBLE CUNTA.Ci -2 WIRES TO NORMALLY OPEN CONDITIO(CLOSE IN TROUBLE CONW-CORE IO CORE PANEL TERMINALS TEL AND iB[ CORE COMMUNICATIONS[ABLE -SEE FDOLRE 4 -CATS[ABLE BU DING MUST R INSTALLED E INTERN LOCAL AREA LIRE ALARM CORE NETWORK WITH VALID WIRE ACCESS CONTROL SUPERVISION SUPERVISION SUPERVISION PANEL SWITCH SWITCH SNITCH n W H s [SEE LOOP VIP ETKRNEi SWITCH OR WIRELESS -4 WIRES 24VDC CONNECT BLACK ROUTER SHIEL➢ED TWISTED PAIR iROUHLE CONTACT VINES BEIVEEN(O ANTI 24 IN PANEL, MIgL A[iWiION DEVICE WIRES CONNECT WHITE(OR RED)WIRES ° M BK BK BETWEEN 22 AND 23 IN PANEL EXHAUST HUQD75 -AOBITIONAL FIRESTATS,WIRED IN -4 VIRES,24VDC WIRE (TERMINAL D SUPERVISED LOIP BETWEEN 102 AND 103 RO RD TOK =. , dUSEHIGH TEMP(842'F) -VIRE(TERMINAL 2)BETWEEN 101 ME 104 }ROUBLEEND r^441601 FE9(MIT)N MANUAL SUMITIONAt PULL STATIONS WIRE➢IN INPUTOF V/ X4416OIC6FED(BLK)VIRE ONLY IF ACTUATION SURERVISED LOOP LINEU36 INC S CLEARANCE REWIRED IN ➢EVICE -USE BELOIN X63NUL OR SIMILAR WIRE DEVICE J RAN OVER LOP ff XOOpN fROxi ALL UTILITY CABINET OmRS -SCE FIGURE 1A OTHERWISE BELDEN p632OUL OR THE PA L SHALL ALSO AR LOCATED IN 10 i0 20 Q J SIMILAR PLENUM RATED WIRE AN ACC BIBLE AREA WHERE THE FEET FROM WIRING CONNECTIONS 11 -SEE FIG WE 1 AID I& AND VISUAL ALARMS CAN BE HOOD LOCATED MANUAL ACNATION DEVICE FOR CORE INTERLOCK .ARE 0 SEEN WAR POINT PART OSS2031ZA-EN FIGURE 3 IQI OF EGRESS PROTECTIVE COVER MUST BE INSTALLS➢20 20 WIRING CONNECTIONS FOR FROM MOOD TROUBLE CONTACT �-C 42 TO 48 INCHES ABOVE FLOOR FIGURE 4 V EVEL i0 ELECTRIC GAS CENTER OF PUSH > H TATION °' 3 COOING ATTENTION:LOW-VOLTAGE DC OR SIGNALING WIRE SHOULD W ~ APPLIANCE(S) BE ROUTED]N SEPARATE CONDUIT FROM ALL AC SOURCES wED SEE INSTALLATION OPERATION,AND MAINTENANCE xwuL FOR FURTHER BYIBUCTROW ATTENTION:LOW-VOLTAGE DC OR SIGNALING WIRE SHOULD BE ROUTED IN SEPARATE CONDUIT FROM ALL AC SOURCES DATE: 4/1 7/2025 WE.SEE INSTALIUTBN,OPENTION,AND RETURNED HAWAL FOR FIRMER DISTRIBUTIONS DWG.#: 7189436 DRAW ZKM SCALE: 3/4" = 1'-0" MASTER DRAWING CITY APPROVED PLANS PCARS MUST BE ON JOB SITE FOR ALL INSPECTIONS SHEET NO. REVISIONS DESCRIPTION DATE: RECESSED ROUND LED FIXTURE AND LED LIGHT, UGH 3VUHA 33NAAA3JJ'dw 0 3500 K WARM OUTPUT, .ON78I9 M3T2Y2 3AI3 5103 Q39I10351 Q 0 N OT Ei ADDITIONAL HANGING ANGLES PROVIDED FOR HOODS 12'AND LONGER, PLAN VIEW - HOOD #1 (H-101A) *24'CLEARANCE ABOVE HOOD 12 0.00 LONG 5424ND-2-PSP-E FIELD WRAPPER 18.00'HIGH RECOMMENDED FOR SERVICEABILITY. (SEE HOOD OPTIONS TABLE). .24 oil 54' I EXHAUST RISER. I p A SER WITH ATTACHING PLATES, I I U SUPPLY RI I VOLUME DAMPER. HANGING ANGLE. I I 1O 23.5'/.OPEN STAINLESS STEEL PERFORATED PANEL. 2 3/4' I 13-0.00'OVERALL LENGTH 6, 20'CAPTRATE SOLO c) FILTER WITH HOOK. I l 12' 12'O'NUM./12'0.00'UD. l'LAYER OF INSULATION FACTORY 16' INSTALLED IN 3'INTERNAL STANDOFF. 2V NOM. MEETS AO INCH REQUIREMENTS FOR 52' S2' 26' CLEARANCE TO COMBUSTIBLE SURFACES. 8' I II� 72' 72' IT IS THE RESPONSIBILITY I d OF THE ARCHITECT/OWNER TO I ENSURE THAT THE HOOD CLEARANCE > FROM LIMITED-COMBUSTIBLE AND LOCA OC OME RECE WITHRIS. LOCAL CODE REQUIREMENTS. N_ _______ _______ --12' —{ 12' —{ -______ _______ --12' 16' 48.0'MAX. ,C Q " O 28' 28' 28' 'O GREASE DRAIN WITH REMOVABLE CUP. � G1 UT LITY m CA INET. BACKS L H 122.00'HIGH O �` 192.00'LONG. Z M ❑ ❑ ❑ 80' 60' I A 9 U.L.LISTED RECESSED ROUND LED Z FIXTURE AND LED LIGHT. O 54' 4 E UIP NT BY UT RS. 016, 20' J_ TIT 1 1 4 1/2 GAS CHASE CUTOUT (FOR GAS AND POWER LINES), 1'LAYER OF INSULATION FACTORY 2 INSTALLED IN INTERNAL BACK STANDOFF. LEFT qND RIGHT VERTICAL END PANELS MEETS 0 INCH REQUIREMENTS FOR 1'LAYER OF INSULATION FACTORY 27' WITH ADJUSTABLE LEGS. CLEARANCE TO COMBUSTIBLE SURFACES. IN STALLED IN INTERNAL BACK STANDOFF. MEETS 0 INCH REQUIREMENTS FOR SECTION VIEW - MODEL 5424ND-2-PSP-F CLEARANCE TO COMBUSTIBLE SURFACES. HOOD _ #1 (H-101A) w6'CLEARANCE ABOVE HUU TJ RECESSED ROUND LED FIXTURE AND LED LIGHT, REQUIRED FOR FIRE SYSTEM PIPING. 3500 K WARM OUTPUT. 3' O o o O i *24'CLEARANCE ABOVE HOOD RE L OMMENDFD FOR SERVICEABILITY. FIELD WRAPPER 18.00'HIGH 016' 24' (SEE HOOD OPTIONS TABLE). 54' EXHAUST RISER. LL ATTACHING PLATES, HANGING ANGLE. SUPPLY RISER WITH 54' VOLUME DAMPER, U.L.LISTED RECESSED ROUND LED SEE-ROO➢TA .�6' 23.5%OPEN STAINLESS m FIXTURE AND LED LIGHT. 2 8/4. STEEL PERFORATED PANEL. CD 20'CAPTRATE SOLD m FILTER WITH HOOK. 6 m 1'LAYER OF INSULATION FACTORY 00 INSTALLED IN 3'INTERNAL STANDOFF. 16 MEETS 0 INCH REQUIREMENTS FOR 24'NOM. UT LITY CLEARANCE TO COMBUSTIBLE SURFACES. CA INET. O 28' 2" 28' IT IS THE RESPUNSIHILITY 75 L _L L ENSUREF THAT THEHHOODT COLEARANCOE 12'-- _______ ______ 12•— _______ ______ 12.__ _______ ______ 16' FROM LIMITE➢-COMBUSTIBLE u ® E. AND COMBUSTIBLE MATERIALS J 161 0 IS IN COMPLIANCE IANCE WITH Id LOCAL CODE REQUIREMENTS. Q d z 72' 72' 48.0'MAX. > H GREASE DRAIN WITH REMOVABLE CUP. W 6' S2° 52' 12 l2'O'NOM./12'0.00'OD. HACKSPLASH 12.0'HIGH X 192.00'LONG 13-0.00'OVERALL LENGTH 80• 80, DATE: 4/17/2025 DWG.#: PLAN VIEW - HOOD #2 (H-101B) 7189436 12' 0.00" LONG 5424ND-2-PSP-F MUTE: ADDITIONAL HANGING ANGLES PROVIDED FOR HOODS 12'AND LONGER, 4. DRAWN ZKM EQ PME T BY THE S. SCALE: 3/4" = V-0" 20, MASTER DRAWING L 4 1/2' GAS CHASE CUTOUT (FOR GAS AND POWER LINES). CITY APPROVED PLANS 21 w.e)e�con comoea,.a LEFT AND RIGHT VERTICAL END PANELS 27, PIANS MUST BE ON JOB SITE WITH ADJUSTABLE LEGS. SECTION VIEW - MODEL 5424ND-2-PSP-F FOR ALL INSPECTIONS SHEET NO. HOOD - #2 (H-101B) REVISIONS DESCRIPTION DATE: 0 A B C D F F G H I 'FACTORY WIRING A B C ➢ F F G H I FACTORY WIRING Q UNLESS SPECIFIED OTHERWISE,ALL FACTORY AC WIRING 16 AVG. ALL FACTORY DC WIRING 18 AVG. MOTOR POWER CIRCUIT SCHEMATIC SCHEMATIC l x°s tpx,zav wvuT usF�, CIRCUIT BOMBS ATTENTION-LOW-VOLTAGE DC OR SIGNALING WIRE SHOULD LORE FIRE 0 J9 120V EMM03 I BE ROUTED IN SEPARATE CON➢UIT FROM ALL AC SOURCES. PROTECTION --CONTROL INPUT 120V a ,sAw HS=LINE,N1=NEUTRAL, e - - wtFo I606 xEP HER un —_15A BREAKER,➢O NOT �� 24V 8 9 ° 5 Erv. �oin5c p°...6:cpp�m zT.s FS-3 MASTER ,2p vnt 2.vOt CONNECT TO SHUNT TRIP i WIRED 0 IL vu.a<° v/T3'TSBev nc x< IS-CC 60W v y5 ® BREAKER.SEE V J 1 3 4 5 6] ANT SLA➢A Ilfl °`°°°�C0°` ea into the CORE IE 2 --INSTALLATION SCHEMATIC _-0 ➢� EST z. ,aeaz �x 1M A. 2 - °.a. TOR ADDITIONAL RED. EST ®Ea/x coin coM ex ERMINAL GAS USED FOR y I V2pV PSWEREO GAS C V—SVlsaaxrx enw "xI I -- LVESONLY _ OEST LAT-5 1 .RNn DIP Switch I g DESi TO ETH s A.v - ,ILA PCB-2 _ c I I PANEL Llpl�[ —- ALL 18AWG A I I � CLOSED DE1WI mNr m m O ENIT- I m �a �. 4 H..� t.�,..F°n,t I I I R W OS are G 1 2 2 x_P z x_ p v R Gm voTve NASTER CORE BOARo ONLY "ROR 1J R TO J7 120V �°'d-`meia CIS �WWGH, L3 r �W�vLN1 VFaCiVxxaptrx pelx•2, _6ax Tau-OS ,�an DR °c<�aEnsiS�ENpm S.ntcn I II 5 xea� 5 _z JJ= ----___ FS-01 - 16 r°•.n on PCU In In<e.i°ck netx°.k _ I I m asB�D�x m N, 6 6 e eee 5-02 L><„xr m eaa,saa OCaDB�— -�ff7J =redR01 AR1` .� PS_I� 9 re ze+.zo z pozz e. — F_ SFI - p.ea—S.— J- ------ 2 m d LEGENS --nEw vParc Jz- Ru ——————————— p N - - T , z ei aaJece�nt xn.ter oreE - - reoGW_o J,_ ------- aM�neaz o.ot, nn°n,p — 1 w 1-1 �,a"m�-.d xort•c°"ry...ccpw3 r°.coIE DRY CONTACTS tSNOVN DE-ExERGiZE➢> 12 c - DRY CONTACTS(SHOWN DE-ENGERGIZED) SV HA x. r�C mor Tan»r i.nc -I< n E / n ,AC " !C. E R EAr.c c t. iwu - — qA 9x R0 R 19 0 -3 <.°tun x.r.°"a ne sue.°,.sn. tfq�opti.tli TWI a"<o nz o."m".°� Iv tnc $ _0 Ev-cn xelor IS NW-01 °c<rv°n°n°°p, — Rp-19-I cooxxtr cau,prcx xk' Soe xw.[ j OR 13 Epxx3 IYA, tm . A-m _ on vnorv°oi A /aei°r — „—Tr. ——————— - rW `uo":oo a. <a A. u v`xz� IZA SE oareY pA�E t NA,F ems1 —IA J,— -- --malA. o,.o,re,oeA t.� m J3 RD-17-1 nre xr - - 9 9 .� �-ykcvxoa — „ ry n.n.rew"m°.�.a. I 2 oNTESS IK AFM oR IITNER.oNpIINENT Ix SERIES, a SHIELDED T.19ED Ill T..�°,z'Au e•uz nnk.w,FwE L2 17- ` t�0 oo U z U FD+SxipiExilptx -, J- kia "".cn°" n.no<x z°. RO-18-1 mrzre`�x zm z TAIE SC-28 X 18 X 6.62 BO NRECP"2-6 DEMAND CONTROL VENTILATION HOOD CONTROL PANEL SPECIFICATIONS, 1 - CONTROLS SHALL BE LISTED BY ETL (UL 508A) AND SHALL COMPLY WITH DEMAND VENTILATION SYSTEM TURNDOWN REQUIREMENTS ❑UTLINED IN IECC 4037 5 (2021). DUCT TEMPERATURE SENSOR. - THE CONTROL ENCLOSURE SHALL BE NEMA 1 RATED AND LISTED FOR INSTALLATION INSIDE ❑F THE EXHAUST HOOD UTILITY CABINET. THE CONTROL ENCLOSURE MAY BE CONSTRUCTED OF STAINLESS STEEL OR PAINTED STEEL. - TEMPERATURE PROBE(S) LOCATED IN THE EXHAUST DUCT RISERS) SHALL BE CONSTRUCTED ❑F / STAINLESS STEEL. I \ - A DIGITAL CONTROLLER SHALL BE PROVIDED TO ACTIVATE THE HOOD EXHAUST FANS DYNAMICALLY BASED ❑N A FIXED DIFFERENTIAL BETWEEN THE AMBIENT AND DUCT TEMPERATURES SENSORS. THIS FUNCTION SHALL MEET THE REQUIREMENTS OF IMC 507,11 - A DIGITAL CONTROLLER SHALL PROVIDE ADJUSTABLE HYSTERESIS SETTINGS TO PREVENT CYCLING OF THE 0 FANS AFTER THE COOKING APPLIANCES HAVE BEEN TURNED LIFE AND/OR THE HEAT IN THE EXHAUST SYSTEM IS REDUCED. CONTROL PANEL. - A DIGITAL CONTROLLER SHALL PROVIDE AN ADJUSTABLE MINIMUM FAN RUN-TIME SETTING TO PREVENT FAN Room TEMPERATURE LCD CYCLING. SENSOR. INTERFACE. TYPICAL HOOD CONTROL PANEL INSTALLATION m - VARIABLE FREQUENCY DRIVES (VFDS) SHALL BE PROVIDED FOR FANS AS REQUIRED. THE DIGITAL R- CD CONTROLLER SHALL MODULATE THE VFDS BETWEEN A MINIMUM SETPOINT AND A MAXIMUM SETPOINT ON SEQUENCE OF OPERATIONS; m DEMAND. THE DUCT TEMPERATURE SENSOR INPUTS) TO THE DIGITAL CONTROLLER SHALL BE USED TO THE HOOD CONTROL PANEL IS CAPABLE ❑F ❑PERATING IN LINE OR MORE ❑F THE FOLLOWING STATES AT ANY m CALCULATE THE SPEED REFERENCE SIGNAL. GIVEN TIME: QC AUTOMATIC THE SYSTEM OPERATES BASED ON THE DIFFERENTIAL BETWEEN ROOM TEMPERATURE AND - THE VFD SPEED RANGE OF ❑PERATION SHALL BE FROM 0% TO 100% FOR THE SYSTEM, WITH THE ACTUAL THE TEMPERATURE AT THE HOOD CAVITY OR EXHAUST DUCT COLLAR. FANS ACTIVATE AT A MINIMUM SPEED SET AS REQUIRED TO MEET MINIMUM VENTILATION REQUIREMENTS. CONFIGURABLE TEMPERATURE DIFFERENTIAL THRESHOLD. DEPENDING ❑N THE JOB CONFIGURATION EACH FAN Q ZONE CAN BE CONFIGURED AS STATIC OR DYNAMIC. THESE TERMS REFER TO WHETHER A VARIABLE - AN INTERNAL ALGORITHM TO THE DIGITAL CONTROLLER SHALL MODULATE SUPPLY FAN VFD SPEED MOTOR (SUCH AS EC MOTORS OR VFD DRIVEN MOTORS) MODULATE WITH TEMPERATURE. IF THE PANEL IS 75 PROPORTIONAL TO ALL EXHAUST FANS THAT ARE LOCATED IN THE SAME FAN GROUP AS THE SUPPLY FAN. EQUIPPED WITH VARIABLE SPEED FANS AND THE ZONE IS DEFINED AS "DYNAMIC", THESE WILL MODULATE 6 V WITHIN A USER-DEFINED RANGE BASED ❑N THE TEMPERATURE DIFFERENTIAL. PANELS EQUIPPED WITH - THE SYSTEM SHALL OPERATE IN PREP MODE DURING LIGHT COOKING LOAD OR COOL DOWN MODE WHEN VARIABLE SPEED FANS AND A FAN ZONE DEFINED AS "STATIC", FANS WILL RUN AT A SET SPEED Q J SUFFICIENT HEAT REMAINS UNDERNEATH THE HOOD SYSTEM AFTER COOKING ❑PERATIONS HAVE CALCULATED FOR THE DRIVE. DEMAND CONTROL VENTILATION SYSTEMS ARE CAPABLE OF MODULATING _J COMPLETED. ❑PERATION DURING EITHER OF THESE PERIODS WILL DISABLE THE SUPPLY FANS AND PROVIDE EXHAUST AND MAKE UP AIR FAN SPEEDS PER THE REQUIREMENTS ❑UTLINED IN IECC 40375 (2021). Q AN EXHAUST FAN SPEED THAT IS EQUAL TO THE MINIMUM VENTILATION REQUIREMENT. - MANUAL:THE SYSTEM OPERATES BASED ON HUMAN INPUT FROM AN HMI. +' - A DIGITAL CONTROLLER SHALL DISABLE THE SUPPLY FAN(S), ACTIVATE THE EXHAUST FAN(S), ACTIVATE C5 Z THE APPLIANCE SHUNT TRIP, AND DISABLE AN ELECTRIC GAS VALVE AUTOMATICALLY WHEN FIRE CONDITION - SCHEDULE.-A WEEKLY SCHEDULE CAN BE SET TO RUN FANS FOR A SPECIFIED PERIOD THROUGHOUT THE > H IS DETECTED ❑N A COVERED HOOD. DAY. THERE ARE THREE ❑CCUPIED TIMES PER DAY TO ALLOW FOR THE USER TO SET UP A TIME THAT IS SUITABLE TO THEIR NEEDS. ANY TIME THAT IS WITHIN THE DEFINED ❑CCUPIED TIME, THE SYSTEM WILL RUN - A DIGITAL CONTROLLER SHALL ALLOW FOR EXTERNAL BMS FAN CONTROL VIA DRY CONTACT (EXTERNAL AT MODULATION MODE AND FOLLOW THE FAN PROCEDURE ALGORITHM BASED ON TEMPERATURE DURING THIS Li CONTROL SHALL NOT ❑VERRIDE FAN ❑PERATION LOGIC AS REQUIRED BY CODE). TIME. DURING UNOCCUPIED TIME, THE SYSTEM WILL HAVE AN EXTRA OFFSET TO PREVENT UNINTENDED ACTIVATION ❑F THE SYSTEM DURING A TIME WHERE THE SYSTEM IS NOT BEING ❑CCUPIED. - AN LCD INTERFACE SHALL BE PROVIDED WITH THE FOLLOWING FEATURES: DATE: 4/17/2025 A. ON/OFF PUSH BUTTON FAN & LIGHT SWITCH ACTIVATION. - OTHER: THE SYSTEM OPERATES BASED ON THE INPUT FROM AN EXTERNAL SOURCE (DDC, BMS OR B. INTEGRATED GAS VALVE RESET FOR ELECTRONIC GAS VALVES (N❑ RESET RELAY REQUIRED). HARD-WIRED INTERLOCK). DWG.#: C. VFD FAULT DISPLAY WITH AUDIBLE & VISUAL ALARM NOTIFICATION. 7189436 D. DUCT TEMPERATURE SENSOR FAILURE DETECTION WITH AUDIBLE & VISUAL ALARM NOTIFICATION. - FIRE, UPON ACTIVATION OF THE HOOD FIRE SUPPRESSION SYSTEM, THE EXHAUST FAN WILL COME ON OR E. MIS-WIRED DUCT TEMPERATURE SENSOR DETECTION WITH AUDIBLE & VISUAL ALARM NOTIFICATION. CONTINUE TO TO RUN, THE HOOD MAKEUP AIR WILL SHUTDOWN, AND A SIGNAL WILL BE SENT FOR DRAWN F. A SINGLE LOW VOLTAGE CAT-5 RJ45 WIRING CONNECTION. ACTIVATING THE SHUNT TRIP BREAKER PROVIDED BY THE ELECTRICIAN. FUEL GAS WILL SHUT OFF VIA A BY:ZKM G. AN ENERGY SAVINGS INDICATOR THAT UTILIZES MEASURED KWH FROM THE VFDS. MECHANICAL/ELECTRICAL GAS VALVE ACTUATED BY THE HOOD FIRE SUPPRESSION SYSTEM. SCALE: 3/4" = 1 e-0" MASTER DRAWING CITY APPROVED PLANS PLAINS MUST BE ON JOB SITE SHEET NO. FOR ALL INSPECTIONS �o�ooa� DESCRIPTION WE DUCTWORK #1 PARTS — JOB#7189436 DOUBLE WALL 101 0 TAG PART # CFM GPM ZONE COVEREDBY SP WEIGHT VELOCITY QTY DESCRIPTION � DOUBLE WALL RISER COVER - USED ON 16' INNER RISER, 4' LONG - 3 LAYERS ZERO 0 H1-El DW22DWRISER-3Z-S 2700 -1008 1062 0.00 1 CLEARANCE - 22" STAINLESS STEEL OUTER RISER SHELL ASSEMBLY. INCLUDES INSULATION & SINGLE V CLAMPS FOR INNER & OUTER CONNECTIONS. :INa DOUBLE WALL RISER COVER - USED [IN 16' INNER RISER, 4' LUNG - 3 LAYERS ZER❑ "1 H2-El DW22DWRISER-3Z-S 2700 -1008 1062 0.00 1 CLEARANCE - 22° STAINLESS STEEL OUTER RISER SHELL ASSEMBLY. INCLUDES INSULATION & SINGLE V CLAMPS FOR INNER & OUTER CONNECTIONS. all P1 DW1607DWLT-3Z-S 2700 -0,003 14.06 193373 1 DOUBLE WALL DUCT - 16' INNER DUCT, 7" LONG - 3 LAYERS ZERO CLEARANCE - 22' I STAINLESS STEEL OUTER SHELL DOUBLE WALL ADJUSTABLE DUCT - 16' INNER DUCT - 3 LAYERS ZERO CLEARANCE - 22' I I STAINLESS STEEL OUTER SHELL MIN LENGTH = 11' / MAX LENGTH = 24.5' / ADJUSTMENT = I I P2 DW1627DWAJD-3Z-S 2700 -0,006 6749 193373 1 13.5' / ADJUSTABLE SECTION MAY NEED TO BE CUT, INCLUDES SINGLE AND DOUBLE WALL 'V' CLAMPS DOUBLE WALL DUCT - 16' INNER 45 DUCT - 3 LAYERS ZERO CLEARANCE - 22' STAINLESS P3 DW1645DWASY-3Z-S 2700 -0.0525 2607 193373 1 I II STEEL El SHELL, II DOUBLE WALL OFF SET KIT - USED ON 16' INNER RISER, 4" LONG - 3 LAYERS ZERO I II I II I P4 DW1622DWOFFSETKIT-3Z-S 2700 -0,002 19.56 193373 1 CLEARANCE - 22' STAINLESS STEEL OUTER SHELL ASSEMBLY, INCLUDES INSULATION & SINGLE V CLAMPS FOR INNER & OUTER CONNECTIONS. P5 DW1645DWASY-3Z-S 2700 -0,0875 2807 193373 1 DOUBLE WALL DUCT - 16' INNER 45 DUCT - 3 LAYERS ZERO CLEARANCE - 22' STAINLESS II II I I Q STEEL ❑UTER SHELL, 8 DOUBLE WALL ADJUSTABLE DUCT TRANSITION PLATE - 16' INNER DUCT - 3 LAYERS ZERO II I D P6 CLEARANCE - 22' STAINLESS STEEL OUTER SHELL. MIN LENGTH = 11' / MAX LENGTH = 48.5' ASSEMBLED W/P7 DW1647DWAJDTP-3Z-S 2700 -0,015 119.88 193373 1 / ADJUSTMENT = 30.5' / ADJUSTABLE SECTION MAY NEED TO BE CUT. INCLUDES SINGLE AND DOUBLE WALL 'V" CLAMPS. DW261GTP 2700 11.62 1933,73 1 DUCT TO CURB TRANSITION, 26-1/2" CURB TO 16' DUCT, 16 GA ALUMINIZED, USED ON BDU18. r ASSEMBLED PIS O-T SYSTEM AT P7 -1174 0.00 6 DOUBLE WALL DUCT - 16' INNER DUCT, 7" LONG - 3 LAYERS ZERO CLEARANCE - 22' (3 P8 DW1607DWLT-3Z-S 2700 -0.003 14.06 1933,73 1 P7W/ 1 ID STAINLESS STEEL OUTER SHELL DOUBLE WALL ADJUSTABLE DUCT - 16' INNER DUCT - 3 LAYERS ZER❑ CLEARANCE - 22' STAINLESS STEEL OUTER SHELL MIN LENGTH - 11" / MAX LENGTH = 24.5' / ADJUSTMENT = P9 DW1627DWAJD-3Z-S 2700 -0.006 67,49 193373 1 13.5 / ADJUSTABLE SECTION MAY NEED TO BE CUT. , po Q INCLUDES SINGLE AND DOUBLE WALL 'V" CLAMPS. I o P10 DW1645DWASY-3Z-S 2700 -0.0525 2807 193373 1 DOUBLE WALL DUCT - 16' INNER 45 DUCT - 3 LAYERS ZERO CLEARANCE - 22' STAINLESS STEEL OUTER SHELL DOUBLE WALL OFF SET KIT - USED ON 16' INNER RISER, 4" LONG - 3 LAYERS ZERO I` x P11 DW1622DWOFFSETKIT-3Z-S 2700 -0,002 19.56 193373 1 CLEARANCE - 22' STAINLESS STEEL OUTER SHELL ASSEMBLY. INCLUDES INSULATION & SINGLE V CLAMPS FOR INNER & OUTER CONNECTIONS. P12 DW1645DWASY-3Z-S 2700 -0.0875 28�07 1933�73 1 DOUBLE WALL DUCT - 16' INNER 45 DUCT - 3 LAYERS ZERO CLEARANCE - 22' STAINLESS STEEL OUTER SHELL ®_ DOUBLE WALL ADJUSTABLE DUCT TRANSITION PLATE - 16' INNER DUCT - 3 LAYERS ZERO P13 CLEARANCE - 22' STAINLESS STEEL OUTER SHELL, MIN LENGTH = 11" / MAX LENGTH = 48.5' ASSEMBLED W/P14 DW1647DWAJDTP-3Z-S 2700 -0.015 119.88 1933,73 1 / ADJUSTMENT - 30.5" / ADJUSTABLE SECTION MAY NEED TO BE CUT. INCLUDES SINGLE AND DOUBLE WALL 'V' CLAMPS. 1 P14 ASSEMBLED W/P13 O=B DW261GTP 2700 11.62 1933,73 1 DUCT TO CURB TRANSITION, 26-1/2' CURB TO 16' DUCT, 16 GA ALUMINIZED USED ON BDU18. SYSTEM AT P14 -1174 0.00 DOUBLE WALL RISER COVER - USED USED ON 16' INNER RISER, 4' LONG - 3 LAYERS ZERO RC1 DW22DWRISER-3Z-S 10,62 1 CLEARANCE - 22" STAINLESS STEEL ❑UTER RISER SHELL ASSEMBLY. INCLUDES INSULATION & SINGLE V CLAMPS FOR INNER & OUTER CONNECTIONS. DOUBLE WALL RISER COVER - USED ON 16' INNER RISER, 4' LONG - 3 LAYERS ZERO RC2 DW22DWRISER-3Z-S 1062 1 CLEARANCE - 22" STAINLESS STEEL OUTER RISER SHELL ASSEMBLY. INCLUDES INSULATION & SINGLE V CLAMPS FOR INNER & OUTER CONNECTIONS. 3M-2000PLUS 0.80 4 DUCT - 3M FIRE BARRIER 2000 PLUS SILICONE - USED AS SEALANT TO SEAL DUCT JOINTS. DWI6DWCLASY-3Z-S 720 4 DUCT -- ZERO CLEARANCE 16' DUCT - 22' DOUBLE "V" CLAMP - 3Z INSULATION & SINGLE 'V' CLAMP INCLUDED TOTAL WEIGHT 651.98 _ DOUBLE WALL FACTORY BUILT DUCTWORK Cj - ALL DUCTWORK IS REQUIRED TO BE INSTALLED WITH THE MAXIMUM SUPPORT SPACING LISTED BELOW. - FOR A COMPLETE LIST OF APPROVED SUPPORT METHODS, SEE THE ENTIRE INSTALLATION AND OPERATION MANUAL - DUCTWORK SHALL SLOPE NOT LESS THAN 1/16' PER LINEAR FOOT TOWARDS THE HOOD OR AN APPROVED GREASE COLLECTION RESERVOIR. 3: m CD - WHERE HORIZONTAL DUCTS EXCEED 75 FEET IN LENGTH, THE SLOPE SHALL NOT BE LESS THAN 3/16' PER LINEAR FOOT. m m co HORIZONTAL VERTICAL DUCT DIAMETER SUPPORT SPACING (FT) WALL CURB FLOOR � Q 5' 7' TYPE SUPPORT (FT) SUPPORT (FT) SUPPORT (FT) 75 6' 7' T 7' 2R & 2R HT (5'-16') 20' 24' 24' u J 2R (18') 18' 24' 24' J 8' 7' Q 3R & 3Z (5"-24') 10' 24' 24' � � 12' 7, 3Z (26" -36') 10' 20' 20' Cj 14' 7' > z H 16" 7' 3 18" 5'20, 51 W ~ oDG.14Clo 4/17/2025 22' 5' oDri`7,C�3e�lo 24' 5' 7189436 26' 5' 28' 5' PRI'AME ZKM 30' 5' 32' 5' 34' 5' 36' 5' CIN APPROVED PLANS w/e.cea.rompue,.. PIANS MUST BE ONI fON ON ALL INSPECTIONSSITE �3C,]C�C�4 G70o 21 �o�ooa� DESCRIPTION 11 ATE: ° ED NUT LEAK TEST USING SMOKE B❑MBS C❑NTAINING o CHLORINE S/CHL❑RIDES. CONSULT WITH CAPTIVEAIRE ° FOR PROPER LEAK TESTING METHODS, all DUCTWORK #1 FRONT VIEW I 8 11101 I I II � III 2850' 2850' I III P7 P14 Illlllil II II� LD 57"MAX P6 P13 57"MAX IIII 40" 40" I 19.5"MIN 19.5"MIN � J 110.82, P 5 P 12 110.82, 59.5"MIN 14 59.5"MIN IN, 14.19" P4 P11 .19" , g P3 P10 I` o z 0 39.5"MAX 39.5"MAX I P2 28" 28" P9 26"MIN 26"MIN P1 P8 22" 22" 1 DUCTW❑RK 41 SIDE VIEW 101 Zeso' zaso' 14 P7 57'MAX P13 57'MAX P6 d 40' 40' 195'M. 195'MIN LLm CD 2 D m m0 P11 P4 1 P3 75 20.0 6 V P9 3928MAX 39.26MAX Q J P2 26'MIN 26'MIN Q � P8 P1 d z H 1 • 1' °' 3 LLJ F 14.19' 1419' zliffClo 4/17/2025 DDri`7,(�0, 7189436 1505M Z K M 3/4" = 1'-0" kldy2vlF.n DDL'3G.1M0LNR CITY APPROVED PLANS .wb,cea.mmvun,.. PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS CaJW LSLS II lf�lOOo 22 �o�ooa� DESCRIPTION WE DUCTWORK #1 TOP VIEW 101 ° 0 0 all P14 I II •� I II � 14,19' I I I' R II III IIIIIII HII II� P7 14,19' Lu Lu fL g O 3: M � o M � M 00 n� q W H 75 d V U J J 0) -P L` d z H W � oDG14Co 4/17/2025 oDIn7(M, 7189436 1505M ZKM 3/4" = 1'-0" NRnQ LFL'3 oDL'3G.1M0LNR CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS �3C,]C�C�4 G70o 23 �o�ooa� DESCRIPTION DATE: DUCTWORK #1 SE VIEW ° 101 ° ° oil ° P7 I � III II � P6 I I III PS IIIIIIII P4 P3 II II IPZ Pi g' � g O L� 3: m � o m � m 00 n� q W H 75 d V U J J Ol -p L` d P14 � ZI LLJ F-- P13 oDlAfflio 4/17/2025 oD1'n7`M, 7189436 P12 Pll 1505M ZKM P1oa� NOT TO SCALE P9 GvnL�4CL3 oDL3G�n70L C�3 P8 CIT APPROVED PLANS rolo/coee<omvumrce PLANS MUST BE ON 100 SITE FOR ALLINSPERIONS �W��u WOpo 24 �o�ooa� DESCRIPTION WE DUCTWORK #2 PARTS — JOB#7189436 DOUBLE WALL 102 0 TAG PART # CFM GPM ZONE COVEREDBY SP WEIGHT VELOCITY QTY DESCRIPTION � DOUBLE WALL RISER COVER - USED ON 14' INNER RISER, 4' LONG - 3 LAYERS ZERO 0 Hood Riser DW20DWRISER-3Z-S 960 1 CLEARANCE - 20' STAINLESS STEEL OUTER RISER SHELL ASSEMBLY INCLUDES INSULATION & SINGLE V CLAMPS FOR INNER & OUTER CONNECTIONS. :IRa DOUBLE WALL RISER COVER - USED ❑N 14' INNER RISER, 4' LUNG - 3 LAYERS ZER❑ "1 Hood Riser DW20DWRISER-3Z-S 960 1 CLEARANCE - 20' STAINLESS STEEL OUTER RISER SHELL ASSEMBLY INCLUDES INSULATION & SINGLE V CLAMPS FOR INNER & OUTER CONNECTIONS. all P1 DW1407DWLT-3Z-S 11.08 1 DOUBLE WALL DUCT - 14' INNER DUCT, 7' LONG - 3 LAYERS ZERO CLEARANCE - 20' I STAINLESS STEEL OUTER SHELL P2 DW1490DWASY-3Z-S 40.20 1 DOUBLE WALL DUCT - 14' INNER 90 DUCT - 3 LAYERS ZER❑ CLEARANCE - 20' STAINLESS I STEEL OUTER SHELL I I DOUBLE WALL ADJUSTABLE DUCT - 14' INNER DUCT - 3 LAYERS ZERO CLEARANCE - 20' P3 DW1427DWAJD-3Z-S 60.65 1 STAINLESS STEEL OUTER SHELL MIN LENGTH - 11' / MAX LENGTH - 245' / ADJUSTMENT = I 3.5' / ADJUSTABLE SECTION MAY NEED TO BE CUT, INCLUDES SINGLE AND 1DOUBLE WALL I I I V' CLAMP D WI4DW TEASY-3Z-S 1 48,60 1 S. III P4 DOUBLE WALL DUCT - 14' INNER TEE DUCT - 3 LAYERS ZERO CLEARANCE - 20' STAINLESS ASSEMBLED W/PS STEEL OUTER SHELL I I I I I I PS DOUBLE WALL DUCT - 14' INNER ACCESS DOOR & 20' ACCESS DOOR COVER WITH CLAMPS - 3 DWI4DWACCDOORCOV-3Z-S 21.24 1 QQ ASSEMBLED W/P4 0=S LAYERS ZERO CLEARANCE - 20' STAINLESS STEEL OUTER SHELL. II II I I 8 P6 DW1429DWLT-3Z-S 4730 1 DOUBLE WALL DUCT - 14' INNER DUCT, 29" LONG - 3 LAYERS ZERO CLEARANCE - 20' STAINLESS STEEL OUTER SHELL LD DOUBLE WALL ADJUSTABLE DUCT TRANSITION PLATE - 14' INNER DUCT - 3 LAYERS ZERO II I CLEARANCE 20' STAINLESS STEEL OUTER SHELL, MIN LENGTH - 11' / MAX LENGTH - 24 5' P7 ASSEMBLED W/P8 DW1427DWAJDTP-3Z-S 60.28 1 / ADJUSTMENT = 6,5' / ADJUSTABLE SECTION MAY NEED TO BE CUT. INCLUDES SINGLE AND DOUBLE WALL 'V' CLAMPS. P8 DW2614TP 12.53 1 DUCT TO CURB TRANSITION, 26-1/2' CURB TO 14' DUCT, 16 GA ALUMINIZED. USED ON BDU18. ASSEMBLED W/P7 O-T J SYSTEM AT PB 0.00 6� P9 DW1407DWLT-3Z-S 11.08 1 DOUBLE WALL DUCT - 14' INNER DUCT, 7" LONG - 3 LAYERS ZERO CLEARANCE - 20' lu STAINLESS STEEL OUTER SHELL P10 DW1490D WASY-3Z-S 40.20 1 DOUBLE WALL DUCT - 14' INNER 90 DUCT - 3 LAYERS ZERO CLEARANCE - 20' STAINLESS ,STEEL OUTER SHELL DOUBLE WALL ADJUSTABLE DUCT - 14' INNER DUCT - 3 LAYERS ZERO CLEARANCE - 20' 8 P11 DW1427DWAJD-3Z-S 60.65 1 STAINLESS STEEL OUTER SHELL MIN LENGTH - 11' / MAX LENGTH - 245' / ADJUSTMENT = I ` o 13.5' / ADJUSTABLE SECTION MAY NEED TO BE CUT. INCLUDES SINGLE AND DOUBLE WALL `V° CLAMPS. P12 1 DOUBLE WALL DUCT - 14' INNER TEE DUCT - 3 LAYERS ZERO CLEARANCE - 20' STAINLESS DWI4DWTEASY-3Z-S 1 4860 g ASSEMBLED W/P13 STEEL OUTER SHELL ` Ls P13 DWI4DWACCDOORCOV-3Z-S 21.24 1 DOUBLE WALL DUCT - 14' INNER ACCESS DOOR & 20' ACCESS DOOR COVER WITH CLAMPS - 3 ASSEMBLED W/P12 D=S LAYERS ZERO CLEARANCE - 20' STAINLESS STEEL OUTER SHELL. P14 DW1429DWLT-3Z-S 47 30 1 DOUBLE WALL DUCT - 14' INNER DUCT, 29' LONG - 3 LAYERS ZERO CLEARANCE - 20' STAINLESS STEEL OUTER SHELL, DOUBLE WALL ADJUSTABLE DUCT TRANSITION PLATE - 14' INNER DUCT - 3 LAYERS ZERO P15 CLEARANCE - 20' STAINLESS STEEL OUTER SHELL, MIN LENGTH - 11' / MAX LENGTH - 245' ASSEMBLED W/P16 DW1427DWAJDTP-3Z-S 60.28 1 / ADJUSTMENT = 6S' / ADJUSTABLE SECTION MAY NEED TO BE CUT, 1 INCLUDES SINGLE AND DOUBLE WALL 'V' CLAMPS. P16 DW2614TP 12.53 1 DUCT TO CURB TRANSITION, 26-1/2" CURB TO 14' DUCT, 16 GA ALUMINIZED. USED ON BDU18, ASSEMBLED W/P15 O=T SYSTEM AT P16 0.00 DOUBLE WALL RISER COVER - USED ❑N 14' INNER RISER, 4' LONG - 3 LAYERS ZER❑ RC1 DW20DWRISER-3Z-S 960 1 CLEARANCE - 20' STAINLESS STEEL OUTER RISER SHELL ASSEMBLY INCLUDES INSULATION & SINGLE V CLAMPS FOR INNER & OUTER CONNECTIONS. DOUBLE WALL RISER COVER - USED ON 14' INNER RISER, 4' LONG - 3 LAYERS ZERO RC2 DW20DWRISER-3Z-S 960 1 CLEARANCE - 20' STAINLESS STEEL OUTER RISER SHELL ASSEMBLY INCLUDES INSULATION & SINGLE V CLAMPS FOR INNER & OUTER CONNECTIONS. 3M-2000PLUS 0.80 4 DUCT - 3M FIRE BARRIER 2000 PLUS SILICONE - USED AS SEALANT TO SEAL DUCT JOINTS. D WI4DWCLASY-3Z-S 6 54 4 DUCT - 14' DUCT - 20' DOUBLE 'V' CLAMP - 3Z INSULATION & SINGLE 'V' CLAMP INCLUDED _ ZER❑ CLEARANCE, TOTAL WEIGHT 671.52 Cj DOUBLE WALL FACTORY BUILT DUCTWORK - ALL DUCTWORK IS REQUIRED T❑ BE INSTALLED WITH THE MAXIMUM SUPPORT SPACING LISTED BELOW. - FOR A COMPLETE LIST OF APPROVED SUPPORT METHODS, SEE THE ENTIRE INSTALLATION AND OPERATION MANUAL 3: m CD - DUCTWORK SHALL SLOPE NOT LESS THAN 1/16" PER LINEAR FOOT TOWARDS THE HOOD OR AN APPROVED GREASE COLLECTION RESERVOIR. m - WHERE HORIZONTAL DUCTS EXCEED 75 FEET IN LENGTH, THE SLOPE SHALL NOT BE LESS THAN 3/16' PER LINEAR FOOT. co Q HORIZONTAL VERTICAL DID H DUCT DIAMETER SUPPORT SPACING (FT) 75 WALL CURB FLUOR d 5' 7' TYPE SUPPORT (FT) SUPPORT (FT) SUPPORT (FT) U 6' 7' Q J 2R & 2R HT (5'-16') 20' 24' 24' J 7' 7' DID Q 8' 7' 2R (18') 18' 24' 24' � 3R & 3Z (5"-24') 10' 24' 24' Cj 10' 7' z 12' 7' 3Z (26' -36') 10' 20' 20, > H 14" 7' J 3 W � 16' 7' oDG^14Cio 4/17/2025 20' 5' oDri`7,C�3e�lo 22' 5' 7189436 24' s' 26 5' 1700smv Z K M 28' 5' 30' 5' 32' 5' 34' 5' Nb 1pffi oDL3G�n70L C�3 36' 5' CITY APPROVED PLANS ...... PLANS MUST BE ON JOB SIT[ FOR ALL INSPECTIONS ^M22y�nnOo L�LfLI LSL22511 UJ �o�ooa� DESCRIPTION I ATE: DUCTW❑RK #2 FRONT VIEW DUCTW❑RK #2 SIDE VIEW ° D❑ NOT LEAK TEST USING SMOKE B❑MBS C❑NTAINING 102 102 0 CHLORINE S/CHL❑RIDES. CONSULT WITH CAPTIVEAIRE ° FOR PROPER LEAK TESTING METHODS, 28�50' 2850' 2850'� I 1 8 �I ° P7 P15 P7 II I II � III 53.5'MAX I 49' III 40 MIN 66.5'MAX 66.5'MAX 62' 62' 53'MIN P6 P14 53'MIN P6 86,5°MAX 86.5'MAX IIII II 82° 812 73°MIN 73'MIN I I I P2 P10P 5 4 P3 P 20.05' 20.05' 20.05' 1 P1 P9 50.5'MAx 1 �, 8 42' Q 37'MIN I` o 14' 14' 1 11! z 20 20' 2' I` g DUCTWORK #2 TOP VIEW DUCTWORK #2 SE VIEW 1J9" 102 102 68,5'MAX 60' 55'MIN P8 1 P8 P16 50.5'MAX 51 YMAX P6 P3 42• P11 42' 37'MIN 37'MIN d P2 P10 P2 P3 P4 P5 3: m i P1 ~ CD m P16 m 00 n� Q W H 75 d V U J P14 Q J 01 4- Li d z H P10 P11 P12 P13 3 W � P9 DDC^14Clo 4/17/2025 DDri`7,(�0, 7189436 1505M ZKM 3/4" = V—0" kldy2vlF.n DDL'3G.1M0LNR CITY APPROVED PLANS k.raa.mmvun,,.. MANS MUST BE ON JOB SITF FOR ALL INSP-ONS [y ltf11Z2G�fVlOo 26 REVISIONS DESCRIPTION DATE: SYSTEM DESIGN VERIFICATION (SDV) 0 IF ORDERED, CAS SERVICE WILL PERFORM A SYSTEM DESIGN VERIFICATION (SDV) ONCE ALL EQUIPMENT HAS HAD A COMPLETE START UP PER THE OPERATION AND INSTALLATION MANUAL, TYPICALLY, THE SDV WILL BE PERFORMED AFTER ALL INSPECTIONS ARE COMPLETE. ANY FIELD RELATED DISCREPANCIES THAT ARE DISCOVERED DURING THE SDV WILL BE BROUGHT TO oil THE I ATTENTION OF THE GENERAL CONTRACTOR AND CORRESP❑TIDING TRADES ON SITE, THESE ISSUES I B WILL BE DOCUMENTED AND FORWARDED TO THE APPROPRIATE SALES OFFICE. IF CAS SERVICE HASTO II I II d RESOLVE A DISCREPANCY THAT IS A FIELD ISSUE, THE GENERAL CONTRACTOR WILL BE NOTIFIED AND BILLED FOR THE WORK. SHOULD A RETURN TRIP BE REQUIRED DUE TO ANY FIELD RELATED I DISCREPANCY THAT CANNOT BE RESOLVED DURING THE SDV, THERE WILL BE ADDITIONAL TRIP Illl CHARGES. �IIIIIIII DURING THE SDV, CAS SERVICE WILL ADDRESS ANY DISCREPANCY THAT IS THE FAULT OF THE MANUFACTURER. SH❑ULD A RETURN TRIP BE REQUIRED, THE GENERAL CONTRACTOR AND APPROPRIATE qu 1 SALES OFFICE WILL BE NOTIFIED. THERE WILL BE NO ADDITIONAL CHARGES FOR MANUFACTURER II DISCREPANCIES. I � N V ,C Q 1 � w i a lob i 9 — w z I` x a a 1 V1 d LL m F-- O m m 00 n� Q W H 75 d V U J Q J Ol Q d z H W � DATE: 4/17/2025 DWG.#: 7189436 DRAW ZKM SCALE: 3/4" = 1'-0" MASTER DRAWING CITY APPROVED PLANS .mh.uee wmPip� PLANS MUST RE ON lOR SI TE FOR ALL INSPECTIONS SHEET NO. REVISIONS DESCRIPTION DATE: 0 0 l'LAYER CIF INSULATION FACTORY l'LAYER CIF INSULATION FACTORY J INSTALLED IN INTERNAL BACK STAN➢OFF, INSTALLED IN INTERNAL BACK STANDOFF. WALL-MOUNT UTILITY CABINET L�M1 MEETS 0 INCH REQUIREMENTS FOR MEETS 0 INCH REQUIREMENTS FOR CLEARANCE TO COMBUSTIBLE SURFACES. CLEARANCE TO COMBUSTIBLE SURFACES. ASSEMBLY INSTRUCTIONS I. LAYER OF INSULATION 1'LAYER OF INSULATION oil FACTORY INSTALLED IN FACTORY INSTALLED IN CABINET TO BE HUNG BY OTHERS� SEE UTILITY CABINET 1.00'END STANDOFF MEETS 1.00'END STANDOFF MEETS I 0'REQUIREMENTS CLEARANCE 0'REQUIREMENTS CLEARANCE SCHEDULE FOR CABINET SIZE, I U TO COMBUSTIBLE SURFACES. TO COMBUSTIBLE SURFACES, Bj HANGING ANGLE MUST BE SUPPORTED WITH 1/2' - 13 TPI GRADE 5 (MINIMUM) ALL-THREAD, SANDWICH HANGING II II 3 ANGLES AND CEILING ANCHOR POINTS WITH 1/2' GRADE 5 I o ll, o o o (MINIMUM) STEEL FLAT WASHERS AND 1/2' - 13 TPI �- GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE U m14, m14, DOUBLED HEX NUT CONFIGURATION BENEATH UTILITY CABINET HANGING ANGLES AND ABOVE CEILING ANCHORS. ii III MAINTAIN 1/4' OF EXPOSED THREADS BENEATH BOTTOM II III HEX NUT. TORQUE ALL HEX NUTS TO 57 FT-LBS 54' Sa^ UTILITY CABINET I I I I E S HANGING ANGLE `? U.L.LISTED RECESSED ROUND LED U.L.LISTED RECESSED ROUND LED GRADE s TPI (HARDWARE BY INSTALLER) FIXTURE AND LED LIGHT. FIXTURE AND LED LIGHT. STEEL HEx NUTS. I I ' ❑ ❑ ❑ ❑ ❑ ❑ FLIATMWAISHER.EL I G/RADE 0 28' 28' O 28' 2g O STEEL ALL-THREAD. C �Q. STEEL AEx NUT 1 m w HOOD CORNER r 1M2 GRABE 5 HAEGDNG ANGLE (MINIMUM)STEEL GMT 16' l2'— _—_—_—_ _—_—_—_ _L 12.— _—_—_—_ _—_—_—_—_L 12,— _—_—_—_ _—_—_—_—_L 12,— _—_—_—_ _—_—_—_—L 16' FLAT UM)PST. OR 42ART'"G ® ® ® ® DR HDDD, 9 INSTALLER MUST CONFIRM H000 IS INSTALLED SUCH INSTALLER MUST CONFIRM HOOD IS INSTALLED SUCH °p THAT THE SPECIFIED WALL,ACTING AS AN END PANEL, THAT THE SPECIFIED WALL,ACTING AS AN END PANEL, Ftar wasHER ` Iyj IS MATED TIGHT TO THE CORRECT END OF HOOD TO IS MATED TIGHT TO THE CORRECT END OF HOOD TO Z ACHIEVE A REDUCED MINIMUM EXHAUST CFM LISTING, 50 t/2' S0 1/2' S0 1/2' S0 1/2" ACHIEVE A REDUCED MINIMUM EXHAUST CFM LISTING. GRaBE s3(nmI[MUMI I = NON-COMPLIANCE WILL NULLIFY THE ETL LISTING, NON-COMPLIANCE WILL NULLIFY THE ELL LISTING, STEEL HEx NUTS. ` 0. VOID THE MANUFACTURER'S WARRANTY,AND HOLD THE VOID THE MANUFACTURER'S WARRANTY,AND HOLD THE CONTRACTOR LIABLE FOR ANY AND ALL LOSSES,COSTS, CONTRACTOR LIABLE FOR ANY AND ALL LOSSES,COSTS, AN➢EXPENSES RELATED TO THE NON-CONFORMANCE OF 25 1/2' 51, 25 1/2, 51, AND EXPENSES RELATED TO THE NON-CONFORMANCE OF THE MANUFACTURER'S SPECIFIED INSTRUCTION.THE THE MANUFACTURER'S SPECIFIED INSTRUCTION.THE WALL ACTING AS AN END PANEL MUST EXTEND NO LESS WALL ACTING AS AN EN➢PANEL MUST EXTEND NO LESS THAN 20'FROM THE INTERSECTING WALL ON WHICH HOOD 8'5'NOM./8'5.00'OD. 8'5'NOM./8'5.00'O➢. THAN 20'FROM THE INTERSECTING WALL ON WHICH HOOD IS MOUNTED AND MUST EXTEND NO LESS THAN 20'UNDER IS MOUNTED AND MUST EXTEND NO LESS THAN 2V UNDER BOTTOM OF HOOD TO BE ELIGIBLE FOR REDUCED $'-6.00'OVERALL LENGTH 8'-6.00'OVERALL LENGTH BOTTOM OF HOOD TO BE ELIGIBLE FOR REDUCED MINIMUM EXHAUST OEM LISTING. MINIMUM EXHAUST CFM LISTING. 17-0.00'OVERALL LENGTH 1 PLAN VIEW — HOOD 3 (H-102A) PLAN VIEW — HOOD �H-102B) 8' 5.00" LONG 5424ND-2—PSP—F 8' 5.00" LONG 5424ND-2—PSP—F 6'CLEARANCE ABOVE HOD RECESSED ROUND LED FIXTURE AND LED LIGHT, *6°CLEARANCE ABOVE HOO RECESSED POUN➢LED FIXTURE AND LED LIGHT, REQUIRED FOR FIRE SYSTEM PIPING, 3500 K WARM OUTPUT. REQUIRED FOR FIRE SYSTEM PIPING. 3500 K WARM OUTPUT. .24'CLEARANCE ABOVE HOOD LRE 24'CLEARANCE ABOVE HOOD RECOMMENDED FOR SERVICEABILITY, FIELD WRAPPER 18.00'HIGH ENDED FOR SERVICEABILITY. FIELD WRAPPER 18.00'HIGH R24' (SEE HOOD OPTIONS TABLE). -24• (SEE HOOD OPTIONS TABLE), 54' - d EXHAUST RISER. EXHAUST RISER. § ATTACHING PLATES. ATTACHING PLATES. SUPPLY RISER WITH SUPPLY RISER WITH HANGING ANGLE, VOLUME➢AMPER. HANGING ANGLE VOLUME DAMPER. —SEE_= LE— _ '6 23.5%OPEN STAINLESS (� �F6, 1 23.5%OPEN STAINLESS 2 3/q STEEL PERFORATED PANEL. CD 2 3/4° STEEL PERFORATED PANEL. 20'CAPTR TE SOLO 20'CAPTRATE SOLO FILTER WITH HOOK. FILTER WITH HOOK, 6 1'LAYER OF INSULATION FACTORY 1'LAYER OF INSULATION FACTORY INSTALLED IN 3'INTERNAL STANDOFF. 16' 00 INSTALLED IN 3' INTERNAL STANDOFF. 16, MEETS 0 INCH REQUIREMENTS FOR 24'MOM. MEETS 0 INCH REQUIREMENTS FOR 24'MGM. CLEARANCE TO COMBUSTIBLE SURFACES. CLEARANCE TO COMBUSTIBLE SURFACES. 18, Q 6' CL) —I IT IS THE RESPONSIBILITY 75 IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO d OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE U ENSURE THAT THE HOOD CLEARANCE FROM LIMITED-COMBUSTIBLE J FROM LIMITED-COMBUSTIBLE AND COMBUSTIBLE MATERIALS AN➢COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH --_) IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. Q LOCAL CODE REQUIREMENTS. QJ 48.0'MAX. d z 48.0' MAX. > GREASE DRAIN H GREASE➢RAIN WITH REMOVABLE CUP, 3 WITH REMOVABLE CUP, W � BACKSPLASH 80,00"HIGH X 204.00'LONG, eo" DATE: 4/17/2025 ao• DWG.#: RIGHT WALL AS FINE PANEL 718J436 LEFT WALL AS END PANEL DRAWN EQUIPMENT BY:ZKM EQUIPMENT BY OTHERS BY OTHERS, SCALE: 3/4" = V-0" MASTER DRAWING CITY APPROVED PLANS PIANS MUST BE ON JOB SIT FOR ALL INSPECTIONS SECTION VIEW — MODEL 5424ND-2—PSP—F SECTION VIEW — MODEL 5424ND-2—PSP—F SHEET NO. HOOD — #3 (H-102A� HOOD — 4 (H-102B) REVISIONS DESCRIPTION DATE: 0 0 oil 2V I U I I I � I II N 48' 010' I I I I N CLEARANCE TO COMBUSTIBLES IIII HOODS It SURFACE -CLEARANCE II TGP 18' IIIIIII FRONT 0'G A1A BACK 0' HII E. LEFT 18' I RIGHT 0' I 24°� 24° TOP 18' I FRONT 0' 2,3 BACK 0' jp LEFT 0' V 4'O'NOM./4'0.00'OD. 'C Q RIGHT 18' 1 A w G / i PLAN VIEW - HOOD H-103� - -0' CLEARANCE TO COMBUSTIBLES CONFORMS T❑ UL710 y 4' 0.00" LONG 4824VHB-G STANDARD. - HOOD MOUNTED UTILITY CABINETS RERUIRE 36' p m SERVICE CLEARANCE. A " I` m 9 - w z I` x DO a .24'CLEARANCE ABOVE HOOD RECOMMENDS➢FOR SERVICEABILITY. 48 FIELD WRAPPER IS 10'HIGH EXHAUST RISER. (SEE HOOD OPTIONS TABLE). HANGING ANGLE. SEE HOOD T LE. BACKSPLASH NON-COMBUSTIBLE WALL 24'NON DRAIN FULL IT IS THE RESPONSIBILITY PERIMETER GUTTER, /j, d OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE // HEI HT FROM LIMITS➢-COMBUSTIBLE / AND IS IN COMPLIANCE MATERIALSBUSTIBLE WITH LOCAL CODE REQUIREMENTS. //�/ 2� m CD 00 / 75 d / U J Q j, BACKSPLASH PANELS Q / SLIDE INTO DIVIDER EQUIPMENT /, BAR BY OTHERS. / d Z �j LENS H > I--I / w F__ i DATE: 4/17/2025 - BACKSPLASH IS NOT DWG.#: INSULATED AND IS UNSUITABLE 7189436 FOR INSTALL AGAINST SECTION VIEW - MODEL 4824VHB-C COMBUSTIBLE WALLS HOOD - #5 (H-103) DRAW ZKM SCALE: 3/4" = 1'-0" MASTER DRAWING CITVV AaaPPRCIVED PLANS M<oa.<wnplwnn VLANS MUST BE ON JOB SITE FOR ALL INSPECIIONB SHEET NO. 4 REVISIONS DESCRIPTION DATE: FIRE SYSTEM INFORMATION — JOB 7189436 FIRE DESIGN INSTALLATION 0 SYSTEM TAG TYPE SIZE MAX FP NO FP SYSTEM LOCATION [IN HOOD 1 H-IOTA TANK FS 4.0/4.0 40 24 FIRE CABINET RIGHT RIGHT, HOOD 1 2 H-101B TANK FS 4.0/4.0 40 28 FIRE CABINET LEFT LEFT, HOOD 2 3 H-102A & B TANK FS 4.0/4.0 40 36 WALL UTILITY CABINET LEFT N/A FIRE SYSTEM TAG TYPE SIZE SUPPLIED BY I � NO I I y I 1 H-101A SC ELECTRICAL 2.000 CAPTIVEAIRE SYSTEMS I I d 2 H-101B SC ELECTRICAL 2,000 CAPTIVEAIRE SYSTEMS I U 3 H-102A & B SC ELECTRICAL 2,000 CAPTIVEAIRE SYSTEMS I III FIRE SYSTEM PARTS LIST KEY IIIIIIII FIRE QTY BY QTY BY FIRE QTY BY FACTORY DIST FACTORY DIST QTY BY SYSTEM TAG KEY NUMBER - PART DESCRIPTION SYSTEM TAG KEY NUMBER - PART DESCRIPTION II II I I E NO NO u 0 - 0 - TANK FIRE SUPPRESSION POST-DISCHARGE PROCEDURE UTILITY CABINET LABEL SHEET 1 0 0 - 0 - A0034332 JUNCTION BOX FOR MANUAL PULL STATION. 1.5" DEEP BACK BOX, RED COLOR. 1 0 I 2. 0 - 0 - A31484 1/4' NPT SCHRADER VALVE AND CAP, JB INDUSTRIES. 1/4' FLARE X 1/4' I 0 - 0 - TANK FIRE SUPPRESSION MAINTENANCE GUIDE UTILITY CABINET LABEL SHEET 1 0 M P T HALF UNION. USED O 1 0 N TANK SERVICE PORT. a 0 - 0 - 12-F28021-32144-OT-360 DUCT FIRE THERMOSTAT WITH 12 FOOT WIRE LEADS. NO, CLOSE ON TEMP RISE AT 360°F. (AO034310) 1 0 0 - 0 - BI145 3/8' BLACK IRON 90 ELL. 3 0 Ud , a 0 - 0 - DATANKLOCK DISCHARGE ADAPTER TANK LOCKING PLATE FOR FIRE SYSTEM TANK INSTALLATION 0 - 0 - 32-00002 QUIK SEAL - 1/2' CUU. 1 0 2 0 IN UTILITY CABINETS, TANK FIRE SUPPRESSION. 0 - 0 - 4429K153 1/2' MALE NPT TO 1/2' FEMALE APT ELBOW, BRASS. 2 0 0 - 0 - TANK STRAP TANK STRAP - USED FOR TANK FIRE SUPPRESSION 6 0 C 0 - 0 - TFS-UCTANKBRACKET TANK BRACKET FOR FIRE SYSTEM TANK INSTALLATION IN UTILITY 1 i w 0 - 0 - 4429K422 1/2' X 1/4' BRASS REDUCING BUSHING 1 0 a CABINETS, TANK FIRE SUPPRESSION. 2 0 0 - 0 - 79525 1/2" 90 PRO-PRESS ELBOW WITH 1/2"NPT FEMALE CONNECTION, MEGA, 1 0 0 - 0 - WK-283952-000 DISCHARGE ADAPTER, TANK FIRE SUPPRESSION. 2 0ION 0 - 0 - 79580 1/2' X 1/2' PRO-PRESS TEE X 1/2"NET FEMALE CONNECTION, VIEGA. 2 0 16 - 16 - 79210 1/2' X 3/8" NPT MALE ADAPTER, MEGA. 7 0 p m 0 - 0 - 87-120042-001 SECONDARY ACTUATOR VALVE (SVA) - SINGLE ACTUATOR, REQUIRES 1 0 16 - 16 - OL-F NOZZLE - TANK PROTECTION APPLIANCE COVERAGE NOZZLE (INCLUDES METAL 7 0 A 1 PRIMARY RELEASE ACTUATOR, TANK FIRE SUPPRESSION. BLOW OFF CAP, LANYARD, USED WITH CHROME-PLATED PIPE). 9 _ 0 - 0 - 87-120045-001 HOSE, SECONDARY ACTUATOR HOSE, 7.5" BRAIDED STAINLESS STEEL, TANK FIRE SUPPRESSION. 1 0 26 - 26 - QSA-3/8 QUIK SEAL - 3/8' (UL). 7 0 z O 34 - 34 - A0034331 24VDC SINGLE ACTION MANUAL ACTUATION DEVICE (PUSH/PULL STATION) I` a 0 - 0 - 87-300001-001 TANK - PRESSURIZED TANK USED FOR TANK FIRE SUPPRESSION. 2 0 1 0 WITH PROTECTIVE COVER, ONE (ll NORMALLY OPEN CONTACT, RED COLOR. 0 - 0 - 87-300030-001 PRIMARY ACTUATOR KIT (PAK) - ACTUATOR AND RELEASE SOLENOID ASSEMBLY, ONE NEEDED PER FIRE SYSTEM, SUPERVISED, TANK FIRE SUPPRESSION. 1 0 0 - 0 - TANK FIRE SUPPRESSION POST-DISCHARGE PROCEDURE UTILITY CABINET LABEL SHEET, 1 0 a 0 - 0 - 87-300033-001 DIN CONNECTOR, CANFIELD PART #5J560-201-EUOA, TANK FIRE SUPPRESSION, SUBMINATURE SOLENOID CONNECTION (CED VENDOR 30377). 1 0 0 - 0 - TANK FIRE SUPPRESSION MAINTENANCE GUIDE UTILITY CABINET LABEL SHEET, 1 0 M 1 H-101A 0 - 0 - 87-300152-001 HARDWARE, SVA BOLTS, TANK FIRE SUPPRESSION. 8 0 2 0 0 - 0 - 12-F28021-32144-OT-360 DUCT FIRE THERMOSTAT WITH 12 FOOT WIRE LEADS NO, CLOSE ON TEMP RISE AT 360°F� (A0034310). 1 0 - 0 - 9055455PC PRO PRESS 1/2 PRESS X PRESS 90 ELBOW LD 5 0 0 - 0 - 32-00002 QUIK SEAL - 1/2' CUU. 2 0 0 - 0 - 909720OPC PRO PRESS PC611 1/2 PRESS TEE LD, 5 0 0 - 0 - 361091 3/8' BRASS PLUG, 5 0 0 - 0 - 98694A115 HARDWARE, DATANKLOCK LOCKING BRACKET SQUARE NUTS 5/16' ZINC, TANK 4 0 0 - 0 - 4429K153 1/2' MALE NPT TO 1/2' FEMALE NPT ELBOW, BRASS. 2 0 FIRE SUPPRESSION. 0 - 0 - A0034332 JUNCTION BOX FOR MANUAL PULL STATION. 1.5' DEEP BACK BOX, RED COLOR. 1 0 0 - 0 - 4429K422 1/2' X 1/4' BRASS REDUCING BUSHING. 1 0 0 - 0 - A31484 1/4' NPT SCHRADER VALVE AND CAP, JB INDUSTRIES. 1/4' FLARE X 1/4"MPT HALF UNION USED ON TANK SERVICE PORT. 1 0 0 - 0 - 79425 3/8" NET FEMALE T❑ 1/2' MALE PROPRESS ADAPTER, 5 0 0 - 0 - BI145 3/8' BLACK IRON 90 ELL. 3 0 10 - 0 - 79525 1/2' 90 PRO-PRESS ELBOW WITH 1/2"NPT FEMALE CONNECTION, VIEGA. 1 0 0 - 0 - DATANKLUCK DISCHARGE ADAPTER TANK LOCKING PLATE FOR FIRE SYSTEM TANK INSTALLATION 2 0 0 - 0 - 79580 1/2' X 1/2' PRO-PRESS TEE X 1/2"NPT FEMALE CONNECTION, VIEGA. 2 0 IN UTILITY CABINETS, TANK FIRE SUPPRESSION. 0 - 0 - TANK STRAP TANK STRAP - USED FOR TANK FIRE SUPPRESSION. 6 0 0 - 0 - 87-120042-001 SECONDARY ACTUATOR VALVE (SVA) - SINGLE ACTUATOR, REQUIRES 1 0 PRIMARY RELEASE ACTUATOR, TANK FIRE SUPPRESSION. 0 - 0 - TFS-UCTANKBRACKET TANK BRACKET FOR FIRE SYSTEM TANK INSTALLATION IN UTILITY 2 0 0 - 0 - 87-120045-001 HOSE, SECONDARY ACTUATOR HOSE, 7.5" BRAIDED STAINLESS STEEL, 1 0 lJ1 CABINETS, TANK FIRE SUPPRESSION. TANK FIRE SUPPRESSION _ 0 - 0 - WK-283952-000 DISCHARGE ADAPTER, TANK FIRE SUPPRESSION. 2 0 0 - 0 - 87-300001-001 TANK - PRESSURIZED TANK USED FOR TANK FIRE SUPPRESSION. 2 0 16 - 16 - 79210 1/2' X 3/8" NPT MALE ADAPTER, MEGA. 6 0 0 - 0 - 87-300030-001 PRIMARY ACTUATOR KIT (PAK) - ACTUATOR AND RELEASE SOLENOID 16 0 ASSEMBLY, ONE NEEDED PER FIRE SYSTEM, SUPERVISED, TANK FIRE SUPPRESSION. 16 - 16 - UL-F NOZZLE - TANK PROTECTION APPLIANCE COVERAGE NOZZLE (INCLUDES METAL 6 0 0 - 0 - 87-300033-001 DIN CONNECTOR, CANFIELD PART #5J560-201-EUOA, TANK FIRE SUPPRESSION, 1 0 BLOW OFF CAP, LANYARD, USED WITH CHROME-PLATED PIPE). SUBMINATURE SOLENOID CONNECTION (CED VENDOR 30377), 26 - 26 - QSA-3/8 QUIK SEAL - 3/8' (UL). 6 0 0 - 0 - 87-300152-001 HARDWARE, SVA BOLTS, TANK FIRE SUPPRESSION. 8 0 m 34 - 34 - A0034331 24VDC SINGLE ACTION MANUAL ACTUATION DEVICE (PUSH/PULL STATION) CD WITH PROTECTIVE COVER, ONE (1) NORMALLY OPEN CONTACT. RED COLOR 1 0 0 - 0 - 9055455PC PRO PRESS 1/2 PRESS X PRESS 90 ELBOW LD. 7 0 m 0 - 0 - TANK FIRE SUPPRESSION POST-DISCHARGE PROCEDURE UTILITY CABINET LABEL SHEET, 1 0 0 - 0 - 909720OPC PRO PRESS PC611 1/2 PRESS TEE LD. 9 0 m 0 - 0 - TANK FIRE SUPPRESSION MAINTENANCE GUIDE UTILITY CABINET LABEL SHEET 1 0 0 - 0 - 98694A115 HARDWARE, DATANKLOCK LOCKING BRACKET SQUARE NUTS 5/16' ZINC, TANK 4 0 co 3 H-102A & B FIRE SUPPRESSION. 0 - 0 - 12-F28021-32144-1IT-360 DUCT FIRE THERMOSTAT WITH 12 FOOT WIRE LEADS. NO,CLOSE ON TEMP RISE AT 360°F. (AO034310) 1 0 0 - 0 - A0034332 JUNCTION BOX FOR MANUAL PULL STATION. 1.5' DEEP BACK BOX, RED COLOR. 1 0 Q � 0 - 0 - 32-00002 QUIK SEAL - 1/2' (UL). 1 0 0 - 0 - A31484 1/4' NPT SCHRADER VALVE AND CAP, JB INDUSTRIES. 1/4' FLARE X 1/4' 1 0 75 MR HALF UNION. USED ON TANK SERVICE PORT. 6 0 - 0 - 4429KI53 1/2' MALE NPT TO 1/2' FEMALE NPT ELBOW, BRASS, 2 0 0 - 0 - BI145 3/8' BLACK IRON 90 ELL. 4 0 U J 0 - 0 - DATANKLOCK DISCHARGE ADAPTER TANK LOCKING PLATE FOR FIRE SYSTEM TANK INSTALLATION Q J 0 - 0 - 4429K422 1/2" X 1/4' BRASS REDUCING BUSHING. 1 0 IN UTILITY CABINETS, TANK FIRE SUPPRESSION. 2 0 0 - 0 - SLPCON-OSFT SUPERVISED LOOP CONNECTION KIT. CONTAINS THE PARTS NEEDED TO � +' 0 - 0 - 79525 1/2' 90 PRO-PRESS ELBOW WITH 1/2"NPT FEMALE CONNECTION, M CONNECT THE SUPERVISED LOOP BETWEEN END TO END HOODS WITH LESS THAN A 4'EGA. 1 0 CONTAINS 7 FEET OF BLACK MG WIRE, 7 FEET OF TAN MG WIRE, 5 FEET OF FLEXIB GAP.LE COKIT NDUIT, 1 0 Cj AND TWO 7/8' CONNECTORS. > z H 0 - 0 - SLPCON-LOFT SUPERVISED LOOP CONNECTION KIT. CONTAINS THE PARTS NEEDED TO �1 3 0 - 0 - 79580 1/2' X 1/2' PRO-PRESS TEE X 1/2'NPT FEMALE CONNECTION, MEGA. 2 O CONNECT THE SUPERVISED LOOP BETWEEN END TO END HOODS WITH LESS THAN A 9' GAP OR BACK 1 0 TO BACK HOODS, KIT CONTAINS 12 FEET OF BLACK MG WIRE, 12 FEET OF TAN MG WIRE, 10 Li FEET OF FLEXIBLE CONDUIT, AND TWO 7/8' CONNECTORS, 2 H-101B 0 - 0 - SLPCIIN-20FT SUPERVISED LOOP CONNECTION KIT. CONTAINS THE PARTS NEEDED T❑ DATE: 4/17/2025 0 - 0 - 87-120042-001 SECONDARY ACTUATOR VALVE (SVA) - SINGLE ACTUATOR, REQUIRES CONNECT THE SUPERVISED LOOP BETWEEN HOODS WITH UPT❑ 19' GAP, KIT CONTAINS 22 FEET PRIMARY RELEASE ACTUATOR, TANK FIRE SUPPRESSION. 1 0 OF BLACK MG WIRE, 22 FEET OF TAN MG WIRE, 20 FEET OF FLEXIBLE CONDUIT, AND TWO 7/8" 1 0 DWG.#: CONNECTORS. 7189436 0 - 0 - 87-120045-001 HOSE, SECONDARY ACTUATOR HOSE, 7.5' BRAIDED STAINLESS STEEL,TANK FIRE SUPPRESSION. 1 0 0 - 0 - TANK STRAP TANK STRAP - USED FOR TANK FIRE SUPPRESSION 6 0 0 - 0 - TFS-UCTANKBRACKET TANK BRACKET FOR FIRE SYSTEM TANK INSTALLATION IN UTILITY DRAWN ZKM 0 - 0 - 87-300001-001 TANK - PRESSURIZED TANK USED FOR TANK FIRE SUPPRESSION. 2 0 CABINETS, TANK FIRE SUPPRESSION, 2 0 0 - 0 - 87-300030-001 PRIMARY ACTUATOR KIT (PAK) - ACTUATOR AND RELEASE SOLENOID SCALE: ASSEMBLY, ONE NEEDED PER FIRE SYSTEM, SUPERVISED, TANK FIRE SUPPRESSION. 1 0 0 - 0 - WK-283952-000 DISCHARGE ADAPTER, TANK FIRE SUPPRESSION. 2 0 3/4" = 1'-0" 0 - 0 - 87-300033-001 DIN CONNECTOR, CANFIELD PART #5J560-201-EUOA, TANK FIRE SUPPRESSION, 1 0 16 - 16 - 79210 1/2' X 3/8' NPT MALE ADAPTER, VIEGA. 9 0 SUBMINATURE SOLENOID CONNECTION (CED VENDOR 30377), MASTER DRAWING 0 - 0 - 87-300152-001 HARDWARE, SVA BOLTS, TANK FIRE SUPPRESSION. 8 0 16 - 16 - OL-F NOZZLE - TANK PROTECTION APPLIANCE COVERAGE NOZZLE (INCLUDES METAL 9 0 BLOW OFF CAP, LANYARD, USED WITH CHROME-PLATED PIPE). 0 - 0 - 9055455PC PRO PRESS 1/2 PRESS X PRESS 90 ELBOW LD 6 0 26 - 26 - QSA-3/8 QUIK SEAL - 3/8' (UL). 9 0 CITY,APPROVED PLANS 34 - 34 - A0034331 24VDC SINGLE ACTION MANUAL ACTUATION DEVICE (PUSH/PULL STATION) ..USFBE ONJOBS 0 - 0 - 909720OPC PRO PRESS PC611 1/2 PRESS TEE LD, 6 0 1 O PLANS MUST BE ON JOB SRE WITH PROTECTIVE COVER, ONE (ll NORMALLY OPEN CONTACT RED COLOR. 0 - 0 - 98694A115 HARDWARE, DATANKLOCK LOCKING BRACKET SQUARE NUTS 5/16" ZINC, TANK 4 0 FOR ALL INSPECTIONS SHEET NO. FIRE SUPPRESSION. REVISIONS DESCRIPTION DATE: - Q m< 0 NOTES - FIELD PIPE DROPS AS SHOWN PPING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS, 0 n - FIELD INSTALLED DROP:FACTORY WILL PROVIDE QTY 2 60IN LONG PIECES OF CHROME PLATED PIPING SHIPPED LOOSE TO BE FIELD-INSTALLED. - SHIP LOOSE DROP: FACTORY WILL PROVI➢E THE EXACT CHROME PIPE LENGTH NEEDED 3�Ri SHIPPED LOOSE TO BE FIELD-INSTALLED. RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS,ETC. - OVERLAPPING COVERAGE SHALL NOT BE USED ON ANY APPLIANCE WITH AN OBSTRUCTION. IF APPLICABLE, EXTENDED PRE-PIPED DROPS ARE SHIPPED LOOSE. E - FACTORY PIPING EXTENDS A MAXIMUM OF 6' ABOVE THE TOP OF THE HOOD p U NOZZLE HEIGHT - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE I I N coo5-5 SURFACE. SIZE, NOT THE OVERALL APPLIANCE SIZE, <45.25') - THIS PRE-ENGINEERED FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS. I a - OL-F NOZZLE PART NUMBER REPLACES 3070-3/8H-10-SS � JOB #A 7189436I -TD -iD -�O JOB NAME: ELEVATE ACADEMY - TWIN FALLS. SYSTEM SIZE, TANK-SP-2 DESIGN FP, 24. MAXIMUM FR 40. I 60.00' 33.00' 33.00' IR.00' HOOD # 1 12' 0.00° LONG x 54- WIDE x 24- HIGH. I © RISER # 1 SIZE: 16' DIA. j_TD e_i0 HOOD # 1 METAL BLOW-OFF CAPS INCLUDED. HEAVY-DUTY APPLIANCES (RATED 600'F) WILL REQUIRE AN ADDITIONAL I I I I I a DOWNSTREAM FIRESTAT IN THE EVENT THAT THE DUCTWORK CONTAINS ANY I '? HORIZONTAL RUNS OVER 25 FT IN LENGTH. I d MEDIUM TO LIGHT-DUTY APPLIANCES (RATED 4513 WILL NOT REQUIRE I y B_TD OT 6 aeuvE T'PINGHE To,OT EXTENDS THE xoov. ANY ADDITIONAL DOWNSTREAM DETECTION. AGENT DISTRIBUTION PIPING LIMITATIONS I PIPE SECTION MAX PIPE LENGTH<PT) ® HOOD FRONT I] ® MAX SUPPLY LINE TO FIRST OVERLAPPING NDZZLE 42 MODELp 1 w-PSP-101A> JOB X 4'.2436 FS MDDELi ND-2-PSP-F SIZE,54'x24'LENGTH:12'0' OVERLAPPING NOZZLE APPLIANCE BRANCH 10 DEDICATED NOZZLE APPLIANCE BRANCH 10 J C Q LEGEND -FIRE CABINET TANK SYSTEM 1 w ❑ r , i a 1 4 GALLON TANK. d 2 PRIMARY ACTUATOR RELEASE. 3 SECONDARY ACTUATOR RELEASE m 4 PRESSURE SUPERVISION SWITCH. i eh i £ 5 PRIMARY HUSE ASSEMBLY. 1`6 SECONDARY HOSE ASSEMBLY. 9 d L_ =_____z4.oD'__J d 7 REMOTE MANUAL ACTUATION DEVICE. ® o ® Z HDID BALK I` 2 QL ES lUlvILINT PIPE LENGTH B—DEN TANK AND EACH AT DEGREE"'AIDI 13 FT IF RT6TssTo Ro..o LET zsoo._'M o.-1. a.11 LIG.T, HI4Vlo3`TSY323W3AlIIA31Io,D3111031 1 ATTACHING ILATES CU­Y RISER SIT H =IL ELEARAHEE TD ED.Xl'=TIBLE=.RFAEE. IT IS THE RESPUNSIBILITY IF THE IRITITICT11IN11 TI AND MBUCTUILL MATERIALS LIIAL CDDE RER.IREMEMT= RE .- IS. E DRAIN WITH REMDIABLE DCH Xa EGI LONG m m m 14' co n� q W H 1 75 IIE SAD d V ,TOR III a.o Po ER LI.Ts) U J LRFT SECTION VIEW-MODEL 5424ND2z2-PSP-F I.avLUsravLT Tuv PauTLs LEcs. Q J HOOD - 41 Q d z H W � DATE: 4/17/2025 DWG.#: 7189436 DRAW ZKM SCALE: 1/2" = 1'-0" MASTER DRAWING CITY A.aPPROVED PLANS 1wma.v.�Plw.� PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS SHEET NO. REVISIONS DESCRIPTION DATE"VALENTED NGAREsrPOPELENGTH Q OF _ALENT LENGTH.SEE MANNAL TER DEACH 11 DEGREE ELBOW ADDS'3ETAILS 0 NOTES - FIELD PIPE DROPS AS SHOWN 0 PIPING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS. NODE BACK - FIELD INSTALLED DROP: FACTORY WILL PROVIDE QTY 2 601N LONG PIECES OF CHROME 0 a ® PLATED PIPING SHIPPED LOOSE TO BE FIELD-INSTALLED 3�Ri 11 - SHIP LOOSE DROP: FACTORY WILL PROVIDE THE EXACT CHROME PIPE LENGTH NEEDED SHIPPED LOUSE TO BE FIELD-INSTALLED. r z4,Eo• mb — RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, w w SALAMANDERS, ETC - OVERLAPPING COVERAGE SHALL NOT BE USED ON ANY APPLIANCE WITH AN DESTRUCTION. oil IF APPLICABLE, EXTENDED PRE-PIPED DROPS ARE SHIPPED LOUSE. FACTORY PIPING EXTENDS A MAXIMUM OF 6' ABOVE THE TOP OF THE HOOD, I I - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE — L—— ——————— ——————— ——J SIZE,NOT THE OVERALL APPLIANCE SIZE. N - THIS PRE-ENGINEERED FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS. I U HOOD x 2 a-IOIe> .1DB a 71e9436 Fs tt 2 - OL-F NOZZLE PART NUMBER REPLACES 3070-3/BH-10-SS I I I I ®MOUSE NE-2-PSP- E 54'x24•LENOa 12'HOOO FRONT 0 ® JOB #: 7189436. I I JOB NAME: ELEVATE ACADEMY - TWIN FALLS. F SIZE SYSTEM SIZE: TANK-SP-2 DESIGN FP: 28. MAXIMUM FP: 40. I I I I I I I HOOD # 2 12' 0.00' LONG x 54" WIDE x 24' HIGH, 1 RISER # 1 SIZE: 16' DIA. I! A He DL-F HOOD # 2 METAL BLUW-OFF CAPS INCLUDED.OF I I I I s-WC TnE TOP X - HEAVY-DUTY APPLIANCES (RATED 600°F) WILL REQUIRE AN ADDITIONAL I I DOWNSTREAM FIRESTAT IN THE EVENT THAT THE DUCTWORK CONTAINS ANY d O 12 Qs HORIZONTAL RUNS OVER 25 FT IN LENGTH. I I y 13© - MEDIUM TU Y APPLIANCES (RAT LIGHT-DU 450'F) WILL NOT REQUIREDC > Q DL-F u•°L-F ANY ADDITIONAL DOWNSTREAM DETECTION. 18,00' 36.00• 36.00' 36.00' I R.- AGENT DISTRIBUTION PIPING LIMITATIONS EN OL-F OL-F OL-F OL-F PIPE SECTION I AX PIPE LENGTH(FT) MAX SUPPLY LINE IT FIRST OVERLAPPING NOZZLE 42 OVERLAPPING NOZZLE APPLIANCE BRANCH 10 DEDICATED NOZZLE APPLIANCE BRANCH NOZZLE HEIGHT LEGEND -FIRE CABINET TANK SYSTEM r' w 35-50'FRIN V COOKING SURFACE, d (4s.2s•) 1 4 GALLON TANK. 2 PRIMARY ACTUATOR RELEASE. 3 SECONDARY ACTUATOR RELEASE. 4 PRESSURE SUPERVISION SWITCH. I A 5 PRIMARY HOSE ASSEMBLY. ` m 5 SECONDARY HOSE ASSEMBLY. 7 REMOTE MANUAL ACTUATION DEVICE. Iyj Z o I` a GO REwIREB FOR FIRE CLEARANCE STEM ABOVE H BSDB n WARN OUTPUT.DIIE111.ED...LED TURF AND LED LIGHT, 1 RECOMMENDED 101 SERVICEABILITY FIELD WRAPPER"Do'M`GH F—LIT RISER. 235%OPEN STAINLESS 31-1�STEEL PERFORATED PINEL 4-NOI CLEMEETS'ARANCE MINCHB CE IO CUSTIBLC SUNFACEs ARAN , 2' IT'I TNE RESPONSIBILITY IF III ANIHITICT1111IN TO ND COMBUSTIBLE MATERIALS A LOCAL CODE REHUIRENENTC. d LL GREASE DRAIN WITH RENOWABLE CUP, • x. _�_ m I9z.BD L IOH K CD m m BY THE IS. n� Q W H 75 L.1,• d V GAS IFDR GAS AND POWERI.ASI L1NEs, U J LEFT AND RI WITH AVHxTABEE LESS. SECTION VIEW-MODEL 5424ND-2-PSP-F Q HOOD - #2 d z H W � DATE: 4/17/2025 DWG.#: 7189436 DRAW ZKM SCALE: 1/2" = 1'-0" MASTER DRAWING CITY APPROVED PLANS PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS SHEET NO. REVISIONS -SYSTEM REQUIRES R MINIMUM DF Z FT DF TANK MANUAL ACTIVATION DEVICE DETAIL DESCRIPTION DATE: EQUIVALENT PIPE LENGTH BETWEEN TANK AND NEAREST APPLIANCE NOZZLE FOR MOST APPLIANCES, EACH 90 DEGREE ELEDW ADDS 1.3 FT DF EQUIVALENT LENGTH.SEE MANUAL FOR DETAILS HOOD FIRE SYSTE TO ELECTICAL 11PTDL PANEL ED B Q NOTES TANK FIRE N FIELD PIPE DROPS AS SHOWN UPPRESSID 0 sa.0o• RECE3 w!O sIEET rmcK t.. PIPING, ELBOWS, TEES, AND NGZZLES SUPPLIED BY CAS. _1. ncTunT�Lvlcc vacs r HDDD BACK HDDD BACK - FIELD INSTALLED DRUPI FACTORY WILL PROVIDE QTY 2 60IN LUNG PIECES OF CHROME O 4 = B'�wiXPL ZBST—I 102 uM'i01. ® PLATED PIPING SHIPPED LOOSE TO BE FIELD-INSTALLED, g1Ea 1z.0D• SHIP LOOSE DROP: FACTORY WILL PROVIDE THE EXACT CHROME PIPE LENGTH NEEDED PARALLELL ® mt __ __ ____ _ oil _____ SHIPPED LOOSE TO HE FIELD-INSTALLED ®OR RvwE lawn 1A uc rR 2s.Qo• 2 0• - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, I_3_3ns•J SALAMANDERS, ETC, LOCAL w - OVERLAPPING COVERAGE SHALL NOT BE USED ON ANY APPLIANCE WITH AN OBSTRUCTION. �1AUNaU rxnvinc,ualsacTNx. _ Ir L———— — — _ LTERNATE FIELD-CONNECTION POINT - IF APPLICABLE, EXTENDED PRE-PIPED DROPS ARE SHIPPED LOOSE. e J �rxCO I o n _1 - FACTORY PIPING EXTENDS A MAXIMUM OF 6' ABOVE THE TOP OF THE HOOD. I ti L_J 4 LEGEND -FIRE CABINET TANK SYSTEM rD HDDDa 3 wnu-uc - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE I _ I SIZE, NOT THE OVERALL APPLIANCE SIZE. I 1 4 GALLON TANK. III raol DasTa uwmxnTc LaI. >race Lenora c Ana vlTx nac syslEx c#maxluc sLPmrv-1oFT �' L__s�Pc➢rv-oS7 _____________s�Pcorv-2KIT THIS PRE-ENGINEERED FIRE SYSTEM COMPLIES WITH U,L. 300 REQUIREMENTS, 2 PRIMARY ACTUATOR RELEASE, KIT KIT KIT II o- 3 SECONDARY ACTUATOR RELEASE c10i 4 PRESSURE SUPERVISION SWITCH. HDDD#3(H-102A) 3DB#/1B9a36 FS#3 HDDD#4(H-102B) LDS#n69436 FS#3 - OL-F NOZZLE PART NUMBER REPLACES 3070-3/8H-10-SS 5 PRIMARY HOSE ASSEMBLY. ®MODELi ND-2-PSP-F SIZE,54'HOODLFRDNT R'S' I ®MO➢EL:ND-2-PCP-F SIZE:54'HDDO LENGTH, FRONT B 5• ® JOB #: 7169436. Ilii III3 6 SECONDARY HOSE ASSEMBLY. JOB NAME ELEVATE ACADEMY - TWIN FALLS. 3 7 REMOTE MANUAL ACTUATION DEVICE. SYSTEM SIZE: TANK-SP-2-WC DESIGN 36, MAXIMUM FP, 40, I I I HANGING ArvOLE HOOD # 3 8' SA x D' LONG x 54' WIDE x 24' HIGH. IN EACH CORNER. DL-F OL-F RISER # 1 SIZE: 14° DIA. xOF Txnxlx0x HOOD # 3 METAL LEI FF CAPS INCLUDED. OF B AeDVE THE TOP Dr THE HDDB. HOOD # 4 8' SAD' LONG x 54' WIDE x 24' HIGH. I I I I a RISER # 1 SIZE: 1B DIA. r HOOD # 4 METAL BLOW-OFF CAPS INCLUDED. d 000 - HEAVY-DUTY APPLIANCES (RATED T THAT WILL REQUIRE AN ADDITIONAL I I I m DL-F L-F DOWNSTREAM FIREST E IN THE EVENT THAT THE DUCTWORK CONTAINS ANY 24.00• O zL D 3 D• HORIZONTAL RUNS OVER 25 FT IN LENGTH, L 76.00• BBSUO 35 -50• D 2B s0• D 2B 50• 2 - MEDIUM TO LIGHT-DUTY APPLIANCES (RATED 450-F) WILL NOT REQUIRE ANY ADDITIONAL DOWNSTREAM DETECTION. N OL-F OL-F OL-F OL-F OL-F L 54.00• AGENT DISTRIBUTION PIPING LIMITATIONS PIPE SECTION MAX PIPE LENGTH(FT> MAX SUPPLY LINE TO FIRST DVERLAPPING NOZZLE 42 ,C < NOZZLE HEIGHT DVERLAPPING NOZZLE APPLIANCE BRANCH 10 1 i III 35-50'FROM OEDICRTED NOZZLE APPLIANCE BRANCH 10 GI COOKING SURFACE. (45.25') i 9 — W z o I` a a REQUIRED rOR FIRE 3r3TEM-THIS. 3500 K WARM OUTPUT. TUBE AND LED TIGHT, REOOIREO rOR r1RE S.STEH P1P1xc. 3soo K WARH OUTPUT. TUBE AND LED LtcHT, 1 CLEARANCE ABOVE 11. -­CLEARANCE ABOVE 1ICB RCC..NEMDEB ..SEVI­IT1 FIELD 11AM101 1840-1IG1 RECOMMENDED FOR SERVICEIBILITI. FIELD WRAPPER 1801'HIGH LEAAA.CE ABOVE ,SEE NOOD OPTIONS TABLE> -B4- 'SEE HODD OPTIONS TABLE). .24' 'SEE EXHAUST RISER, EXHAUST RISER, ITTACING PLATES. ATTACNNG PLATES. IN OPEN ETAIILE'S SS 1 S­�—STEEL PERFORATED PANEL ST ED PANEL A. L F77— FILTER I. ... ELEARANEE TD EDMBUSTIBLE SURFAEES. � ELEARANEE TD EDMBUSTIBLE SURFAEES. �D' . < IT IS THE 1ESP.NSBILIT1 'TNJSAN1E RIECSTMININBIRLTY _/"//v 1 IF HIT I TO OF TH ENSURE T AT THE HOLD C NCE ENSURE CH1,TECT1C�LWNER TO o U ALOCAL CODE R REMENT3. ALOCAL CODE REOUEREMENT3EASE BRAIN/ 4.0-MA.. BRAIN LL WITH REMOVABLE CUP, WITH REHDVABLE CUR .. HIGH m .3D4DD LONG O m LEFT WALL AS END PANEL, RUST WALL AS END PANEL m 00 EQUIPMENT EQUIPMENT BY OTHERS. BY OTHER.. n� q W H 75 d O7 U J Q J SECTION VIEW-MODEL 5424ND-2-PSP-F SECTION VIEW-MODEL 5424ND-2-PSP-F Q HOOD - A3 HOOD - #4 10J1 INCLU➢ES.FIEL➢INSTALLATION AND HOOKUP DURING NORMAL BUSINESS HOURS BY CERTIFIED INSTALLERS DNLY IN THE LDCATION NDTED ABDVE,TWO SITE GAS VALVES AND STRAINERS VISITS ONLY(ONE VISIT TO SET PULL STATION&SYSTEM HOOKUP AND ONE d O VISIT FDR DNE TEST;ADDITIONAL VISITS WILL RESULT IN ADDITIDNAL GAS VALVE SIZING GAS VALVE DIMENSIONS INSTALLATION PART NUMBERS \ CHARGES),ONE MECHANICAL DR ELECTRICAL GAS VALVE PER SYSTEM AT A TwE z T w.c. 'A' 'B• •C' a'r• I. •C E DAs / F1 MAXIMUM SIZE OF 2•,PERMIT,AND SYSTEM TEST, vrzEsSurz[ vR[sva[T cns xav A u./ElFAwEa MIT n EXCLUDES:UNION LRBDR&PREVAILING URGE(LABOR d WAGES WILL BE As vALaE FOR r3p�,rsp3,r3g5 Ecmlc v D Ps 5 PSI g4D Soo aluMR DIu5/e" ews/B Dlwt/4'T-3- 5-5/B'13I I5/t NinL/vERn L 8214280 4a1TK#e (SCJEcvA2 W G ADDED IF APPLICABLE),GAS VALVE INSTALLATION,ELECTRICAL HOOKUP AND D AC(D lu wc.)(i3e IN.w.c.) 3 eTu%HR CONNECTIONS,HANGING OF FIRE CABINET,SHUNT TRIP,HANDHELD IJ EXTINGUISHER(S),ON-SITE RE-PIPING DUE TO EQUIPMENT LAYOUT CHANGES, W A/1-Y-T I]0 NOMICITA ETO R I/Y-B'11DVACAGASAvuKS uus!eE uouxTFO mw TxE SCUwD AwBDCAL u1D UABBHT M eTU/HR=0(BTU/HR ATT1 17. R BOP)x RI PRE AS DRroax z4wtc CAS vuAES uus! xaxrtD ww nE sauxw AERncAL Aw uPMwT. AMTr NEW En/NR-1AS 1n H AT o INNER 11(as/4 1mccvi wAwTY)° DF NA,URAL GAs-I.NPEIHC DRAITY OF Lo_1.1. DATE: 4/17/2025 BTU C...UMPHDN As_L AS PRESSUaE RAND 11EOHc Da M"F" SOLENOID DWG.#: LECTRIC GAS VALVE. 7189436 FLOW. DIM"A" OiM"c" D�gy ZKM DIM"G" SCALE: 1/2" = 1'—O" DIM"D" IM"1_ STRAINER MASTER DRAWING < CITY APPROVED RLANS MIN, w.„.are vA,_CA.,B,x" PLANS MUST BE ON lOe SITE FOR ALL INSPERIONS SHEET NO. REVISIONS DESCRIPTION DATE: EXHAUST FAN INFORMATION — JOB 7189436 FAN MOTOR DISCHARGE WEIGHT 0 UNIT TAG QTY FAN UNIT MODEL # MANUFACTURER CFM ESP RPM ENCL HP BHP PHASE VOLT FLA SONES NO VELOCITY (L BS) Q 1 EF-101A 1 DU180HFA CAPTIVEAIRE 2700 1.400 1316 ODP,PREMIUM 3.000 1.3060 3 208 9.5 624 FPM 186 20.4 2 EF-101B 1 DU180HFA CAPTIVEAIRE 2700 1.400 1316 ODP,PREMIUM 3.000 1.3060 3 208 9.5 624 FPM 186 20.4 ��R+ 4 EF-102A 1 DU180HFA CAPTIVEAIRE 1894 1.350 1216 ODP,PREMIUM 2.000 0.9390 3 208 SA 437 FPM 161 17.1 oil 5 EF-102B 1 DU180HFA CAPTIVEAIRE 1894 1.100 1111 ODPRREMIUM 2.000 0.7420 3 208 61 437 FPM 161 125 I E I U 7 EF-103 1 DU33HFA CAPTIVEAIRE 600 0500 1429 TEAO-ECM 0.333 0.1480 1 115 4.3 297 FPM 66 14.1 II y I II d MUA FAN INFORMATION — JOB 7189436 FAN EVAP EVAP COOLER EVAP COOLER EVAP COOLER EVAP COOLER I I I' a m UNIT TAG QTY FAN UNIT MODEL # BLOWER HOUSING MIN DESIGN ESP RPM MOTOR HP BHP PHASE VOLT FLA MCA MOCP FLOW RATE ENTERING DB ENTERING WB LEAVING DB LEAVING WB WEIGHT SONES NO CFM CFM ENCL (Gal/Hr) TEMP TEMP TEMP TEMP (LBS) 3 MAU-101 1 A2-D 500-20D 20MF-2-MOD A2-D.500 2500 4320 0500 1827 TEFC,PREMIUM 5.000 2.7470 3 208 14 5 18.2A 30A 6.02 93.0°F 65.0°F 74.0°F 65.0°F 970 21.1 6 MAU-102 1 A2-D 500-20D 20MF-2-MOD A2-D.500 2000 3030 0500 1392 TEFC,PREMIUM 2.000 1.1860 3 208 7.3 9.2A 15A 4.35 93.0°F 65.0°F 73.0°F 65.0°F 985 12.3 I GAS FIRED MAKE-UP AIR UNIT S qu III g FAN INPUT OUTPUT BURNER UNIT TAG TEMP RISE REQUIRED INPUT GAS PRESSURE GAS TYPE NO BTUs BTUs EFFICIENCY(%) II 3 MAU-101 437711 402694 110°F 7 IN. W.C. - 14 IN. W.C. NATURAL 92 I 6 MAU-102 307005 282445 110°F 7 IN. W.C. - 14 IN. W.C. NATURAL 92 FAN OPTIONS J FAN C Q UNIT TAG QTY DESCRIPTION 10 w NO t a 1 GREASE BOX y 1 EF-101A 1 EXHAUST FAN HEAT BAFFLE , 1 FAN BASE CERAMIC SEAL - DU/DR180HFA - INSTALLED AT PLANT - FOR GREASE DUCTS m 1 2 YEAR PARTS WARRANTY i 1` # 1 GREASE BOX 9 `" — w 2 EF-lO1B 1 EXHAUST FAN HEAT BAFFLE Z I = 1 FAN BASE CERAMIC SEAL - DU/DR180HFA - INSTALLED AT PLANT - FOR GREASE DUCTS ` a 1 12 YEAR PARTS WARRANTY 1 INLET PRESSURE GAUGE, 0-35" 1 MANIFOLD PRESSURE GAUGE, -5 TO 15" WC d 1 MOTORIZED BACKDRAFT DAMPER FOR A2-D HOUSING - MEETS AMCA CLASS 1A RATING 1 IBT/MUA EVAP INTERLOCK 1 LOW FIRE START 3 MAU-101 1 SIZE 2 TEMPERED COMMERCIAL DOWN DISCHARGE FOR DIRECT DRIVE AHUS 1 I SEPARATE 120V WIRING PACKAGE (REQUIRED AND USED ONLY FOR DCV OR PREWIRE WITH VFD) - THREE PHASE ONLY 1 BUTTERFLY MOD VALVE OPTION FOR MOD SIZE 2 (1" MOD VALVE) 1 2 YEAR PARTS WARRANTY I EXTERIOR GAS CONNECTION PROVIDED BY FACTORY WITH QUICK SEAL AND ANTI-ROTATION BRACKET 1 GREASE BOX 4 EF-102A 1 EXHAUST FAN HEAT BAFFLE 1 FAN BASE CERAMIC SEAL - DU/DR180HFA - INSTALLED AT PLANT - FOR GREASE DUCTS 1 2 YEAR PARTS WARRANTY I GREASE BOX 5 EF-102B 1 EXHAUST FAN HEAT BAFFLE 1 FAN BASE CERAMIC SEAL - DU/DR180HFA - INSTALLED AT PLANT - FOR GREASE DUCTS 1 2 YEAR PARTS WARRANTY 1 INLET PRESSURE GAUGE, 0-35" LL 1 MANIFOLD PRESSURE GAUGE, -5 TO 15" WC 1 MOTORIZED BACKDRAFT DAMPER FOR A2-D HOUSING - MEETS AMCA CLASS 1A RATING 1 IBT/MUA EVAP INTERLOCK m 1 LOW FIRE START O 1 SIZE 2 TEMPERED COMMERCIAL DOWN DISCHARGE FOR DIRECT DRIVE AHUS m 1 FREEZE PROTECTION DRAIN KIT FOR IBT/MUA WITH EVAPORATIVE COOLERS m 6 MAU-102 1 BUTTERFLY MOD VALVE OPTION FOR MOD SIZE 2 W MOD VALVE) co I SEPARATE 120V WIRING PACKAGE (REQUIRED AND USED ONLY FOR DCV OR PREWIRE WITH >1 VFD) - THREE PHASE ONLY E Q I SIZE 2 DIRECT FIRED HEATER LOW CFM PROFILE PACKAGE - USED ON HEATERS UNDER 2500 LI1 CFM 75 1 2 YEAR PARTS WARRANTY 6 V I EXTERIOR GAS CONNECTION PROVIDED BY FACTORY WITH QUICK SEAL AND ANTI-ROTATION U J BRACKET Q J 1 SCR-11 BIRD SCREEN 1 I 15-BDD DAMPER 7 EF-103 1 ECM WIRING PACKAGE - MANUAL OR 0-10VDC REFERENCE SPEED CONTROL -RTC- (TELC❑ MOTOR), CCW ROTATION d Z 1 2 YEAR PARTS WARRANTY > I--I FAN ACCESSORIES 3 W � FAN EXHAUST SUPPLY UNIT TAG DATE: 4/17/2025 NO GREASE GRAVITY WALL SIDE GRAVITY MOTORIZED WALL CUP DAMPER MOUNT DISCHARGE DAMPER DAMPER MOUNT DWG.#: 1 EF-IOTA YES 7189436 2 EF-10113 YES 3 MAU-101 YES DRAW ZKM 4 EF-102A YES 5 EF-102B YES SCALE: 6 MAU-102 YES 3/4" = V-13" 7 EF-103 YES MASTER DRAWING CITY APPROVED PLANS w.ela�n c..olb.n PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS SHEET NO. 1 2 3 4 5 rw y 0 GENERAL LANDSCAPE NOTES V, N 1 DISCREPANCIES EXIST, N SHALL DICTATE QUANTITIES TO BE USED.AND 2. TOPSOIL TO BE IMPLEMENTED AT THE FOLLOWING DEPTHS. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FORBIDDING A N EXISTING NATIVE VEGETATION INSTALLATION PURPOSES IF DISCREPA -------- '- TO REMAIN IN THIS AREA. _ - 2.1 NS 6"DEPTH IN ALL PLANTER BED AREAS. ` f ♦♦ PROVIDE PATCH AND REPAIR 2.2. 6'DEPTH IN ALL SOD AREAS. N _ I"I a N k (2)SYA(` - LANDSCAPE STABILIZATION - _ iL OZ I�'I =_ TO MATCH EXISTING IN tI -' '-` 3. LANDSCAPE ROCK AND BARK MULCH COLOR AND TYPE TO BE APPROVED BY OWNER,SUBMIT SAMPLES FOR L DISTURBED AREAS APPROVAL PRIOR TO INSTALLATION.MULCH MATERIAL SHALL BE IMPLEMENTED IN ALL PLANTER BED AREAS F"I LL OD --.-- N 25z _ .1. O 5 �)PM�I � � -_ "-- _ �', '3ggs r4 INDICATED ON THE PLANS AT THE FOLLOWING DEPTHS: � � �s N -38g9 '3888 4"-6"WASHED RIVER COBBLE:e"DEPTH -�O ll3 _ (1)PP5, - PLAYFIELD - O _ PERMABAR FRACTURED STONE:4"DEPTH _ AREA 3.2. MINI K (1)AG 3.2.1, PULL MULCH MIN.OF 3"AWAY FROM BASE OF ALL PERENNIALS AND SHRUBS AND MIN.6"AWAY FROM i ALL TREES. to N STORM�I �� {1`"*u y.'!a� -_ __ -_ - _ - _ 4. INSTALLATION SHALL COMPLY WITH ALL NATIONAL,STATE AND LOCAL LAWS AND ORDINANCES. S POND 5. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE N r h S SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION OF THE OWNER OR LANDSCAPE r R - _ _ _ __ _ __ ARCHITECT __ SPECIFIED AND SHALL MEET THE REQUIREMENTS OF THIS SYSTEM.USE MATERIALS AS SPECIFIED NO W • --__, rn SUBSTITUT ON O Z I - '(3)PM9 I� /1 (3)JCO f$ , -- ---_ - 8. BASE PLAN&LOCATION OF EXISTING EQUIPMENTARE SCHEMATIC IN NATURE.FIELD VERIFY ALL BASE& z -=p EXISTING ELEMENTS PRIOR TO CONSTRUCTION&PROVIDE NECESSARY ADJUSTMENTS. 1 W F f UN _ - i 4 ♦ 7. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING U Z r� /a w a w a \ \ FOLLOWING THE FIRST 24 HOURS ALL PLANTS SHALL BE WATERED ROUTINELY TO ENSURE SURVIVABILITY AND � <o Z �}\ \ ` PROMOTE ESTABLISHMENT.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A WATERING SCHEDULE LL m N �, ss- ss ss w `e, ♦1 `\\>; FOR THE OWNER'S REVIEW AND REFERENCE. yNC7 Z JHR QQ (3) ty ♦' 2 W- II t 3 SAJ 3 HSE l 8. THE CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR ONE YEAR AFTER DATE OF FINAL ACCEPTANCE.I O r� 3 I' \ s I tt§ I I ♦ t 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND AVOIDANCE OF ALL UNDERGROUND - 7 a" —(3)HSEe.w (3)GKF—e��wTgw gw I `♦t ;-\ (3)CSK I s ' I \1 \ I� UTILITIES DURING THE INSTALLATION OF LANDSCAPE AND IRRIGATION ELEMENTS.SHOULD ANY DAMAGE N I I - (P) I (P) I (P) �(3)HSE 0 v A `) OCCUR TO UNDERGROUND UTILITIES THE CONTRACTOR SHALL REPLACE OR REPAIR THE DAMAGE AT NO e �. rc I I (3)HSE`♦ - m� 1 a Y.1 ADDITIONAL COST TO THE OWNER. (3)I JHR O q (3)S� .l 11 tt"♦ 10.PRIOR TO STREET/PUBLIC TREE INSTALLATION,PRUNING CROWN/ROOT OR REMOVAL PLEASE HAVE THE 9 5 ( 1 CONTRACTED LICENSED CERTIFIED ARBORIST SUBMIT A COMPLETE PUBLIC TREE PERMIT APPLICATION AT 1 LEAST 10 DAYS PRIOR TO WORK BEING PERFORMED FOR THIS PROJECT TO INCLUDE CERTIFIED ARBORIST N I 1111 CSK INFORMATION AND START AND COMPLETION DATES." N w I I (3) I p II \` W N 2 p 3 PMS t 11.DIMENSIONS SHOWN ON LANDSCAPE PLAN ARE SHOWN FOR REFERENCE AND TO AID IN INSTALLATION.SLIGHT p W i I I O �g> tt(P) (3)GKF ♦ q () - Q (3)VTB II \t It r DEVIATIONS(+/-1')FROM THE DIMENSIONS SHOWN ARE ACCEPTABLE AS LONG AS THE OVERALL INTENT OF THE N Q (4)JHR a 9 (3)CSK l { DESIGN IS MAINTAINED. j❑ o I I 'Q• (S)?A (9)RTY 1 t4 t �`e�. 12.THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY EXISTING TREES DAMAGED DURING CONSTRUCTION W "a VTB (3) HSE AT NO ADDITIONAL COST TO THE OWNER OR DEVELOPER. h� I I I I ' C5K (1)UAC `I 4 SAJ I O ' I Q n)FGM tI,• 4. `�tt r'� I 13.IRRIGATION SYSTEM FOR ALL LANDSCAPE AREAS SHALL BE PROVIDED USING EXISTING PRESSURIZED W O I ;IS •Q I (P) �3u.. (2)GKF () O p t 1. - -- \I IRRIGATION LINES AND THE SOURCE.THE SYSTEM SHALL BE A COMBINATION OF SPRAYIROTARY HEADS FOR Lu $ I (3)SYA 0' W UAG I(2)HSE 'I,t TURF GRASS AREAS AND DRIP TUBING WITH IN LINE EMITTERS FOR SHRUB AND TREE PLANTING AREAS.SEE I l7) t n)UA,C t♦ ( II IRRIGATION PLANS FOR EXACT LAYOUT. ( ) �.°p 4♦ ♦1tt� 14.UTILITY LAYOUTS FOR THE SITE PLAN SUBMITTAL ARE DIAGRAMMATIC AND SUBJECT TO CHANGE AS THE p N P \ m , DESIGN PROGRESSES.THE LANDSCAPE PLAN WILL BE UPDATED ACCORDINGLY TO RESOLVE CONFLICTS 0 ` F F 8 O ' ( u• { BETWEEN UTILITIES/UTILITY EASEMENTS AND PLANTINGS. Z Z III O C)PGM \ 1 B I, P) (3>Sv m REFERENCE NOTES SCHEDULE 3 3)GSK p o e STORM w o 3B9S (3JGA5 (3)CAS 4 '0 `♦ `'�y POND _ SYMBOL DESCRIPTION QTY DETAIL a z z Y w } 31 SYA tt O O __�)PCM - \'(1 \ m H t/1 W p SAS 0 I ()I I„ '•� (3) \ "• P Q �y\w `I Fe'11 I) PLANTER BED CUT EDGE 297 LF 6/L.2.0 � O O I. U d ? 1 0 ° cr w � a rw t \t ff^^ \ h)PGM 1J \/ 35'HT.FLAG POLE 1 9/L.2.0 v! 3)Hse\ p INTERIM REVIEW o�we �, }g 13 11 V t v 2 qq (1)Vf8 Ct _ t\\,f \ THIS DOCUMENT IS RELEASED �f m \ �\ 7 MINI PERMABARK FRACTURED STONE 33,984 SF ]/L2.0 (P)—L (3)SYA 'Q !� t 1 ,Il W FOR THE PURPOSE OFINTERIM III (� £ \t- 4'DEPTH llI Y' O REVIEW IT IS NOT TO BE USED (3)CMS tp p 1 \A' N Q) f 0W6"WASHED RIVER COBBLE 19,067 SF 7/L.2.0 FOR CONSTRUCTION PURPOSES. II ♦\t t 0 (3)PMS TJ(T\ \ (-1 t t III CEY �!e (�.. 6"DEPTH W LICENSED LANDSCAPE n)FPS Y `\ y' a I NU\ �)RTM ) ♦ \ \ I ARCHITECT REGISTRATION k I A-18 20 W o 2 O n)V7B N r PLANT SCHEDULE (3)�TB o T o_ CODE QTY BOTANICAL/COMMON NAME SIZE CAL. V b(n (3)6YA tt (3)PMS 2(7i w II \I \ � Z CONIFERS O I(P) CAT 4 CEDRUS ATLANTICA B&B 6'T HT 0)AGF Q)VTB i \ I BLUE ATLAS CEDAR #(n I I Y/1\XV \ ♦ PGM 5 PICEA GLAUCA PENDULA'MORTON TOWER' B&S 6'.7'HT bgy� �s b I sa Iw _ WEEPING WHITE SPRUCE P5L PNO 7 PINUS NIGRA OREGON GREEN' B&B 6'7'HT a/ ILK lQ �I (P) / PPB 5 PICEA PUNGENS'BAKERI'OREGON GREEN PINE B&B 6'-7'HT PGM BAKERI SPRUCE (3)IVMs mBNI i e ♦ 0)PM C1 ORNAMENTALTREES II�I3 P]--♦t tl t ♦q (9)5YA \ AGF 4 ACERGINNALA'FLAME' B&B 11/2' rr\t\ I Re FLAME AMUR MAPLE fp RTY 6 RHUS TYPHINA B&B 11/2" �)1 (P STAGHORN SUMAC STORM 3)PMs (,` (3)SYA 1 POND �, SHADE TREES h ' t rl / APC 2 CAC R RIMSO AKI NOIDES CRIMSON KING B&B 1 1/2' I ` ,t I (3)SYA --- CRIMSON KING MAPLE � \I (P)� `� `I I I I I ,t ' BNI 2 BETULA NIGRA B&B 11/2' Q I ' I (1)PpB �s t I r I I RIVERATANU CH LU a_ PBL 1 PLATANUSXACERIFOLIA'BLOODGOOD' 68B 11/2' II P \ l LONDON PLANE TREE AC ( 1 /a ¢R O C, UAC 6 ULMUSX'ACCOLADE' B&B 11/2' C) F © pp-- i � , 1 ti.I - -/ � � / „/ O .(' ACCOLADE ELM � 0 II b _ / Z' 1r16 II 0)1AG` 0)UAC ♦t t g.(2)cKF � ♦ r CODE QTY BOTANICAL/COMMON NAME SIZE (P) 0)uAc (3)Ix1s q ' ,----__i', (A YFc w Q n>i / SHRUBS REMARKS a 0 `I y ♦ I =__= I'38 G,(3)PM/a F. CSK 20 CORNUS SERICEA'KELSEYI' 2 GAL 111 Z III / ♦/ IP) II `� 92 connectioFire drants ns(FDC)shal be and lrkept dean for all ent �C E¢_ DWARF REDTWIG DOGWOOD W (3)PMS 1 ( Q, y` JCO 3 JUNIPERUS UNINENSIS'OLD GOLD' 2GAL EVERGREEN ISS. w have a 6'diameter clear area and FDIC shall have OLD GOLD JUNIPER r Q /N E k. O Q weather,all hour,emergency access. FH shall 0 39 50' JHR 16 JUNIPERUS HORIZONTALIS'BLUE RUG' 2GAL EVERGREEN J 113 } g y BLUE RUG JUNIPER I I„ I _ x _ PMS 45 PINUS MUGO SLOWMOUND' 2GAL EVERGREENLU lift li I SCALE:1'=30' SLOW MOUND MUDD PINE 1 (3)JH n 1 w `♦ $ ° $ �� a 3'path of clearance from the emergency access VTB 13 VIBURNUM TRILOBUMSAILEY COMPACT 2GAL I rc 1 anrx> BAILEY'S COMPACT CRANBERRYBUSH LU w (4)CAT • road to the FDIC on the bldg. YFC 27 YUCCAFILAMENTOSA'COLOR GUARD' 2GAL EVERGREEN e•w�S.w-$ a°w-—e w e w e w t6 w ' +`'° s" COLOR GUARD ADAM'S NEEDLE 13 " I (4)PNo SITE LANDSCAPE REQUIREMENTS W - ANNUALS/PERENNIALS CHAPTER 4:ZONING DISTRICT REGULATIONS GAS 12 GAILLARDIA X GRANDIFLORA'ARIZONA SUN' IGAL ARIZONA SUN BLANKETFLOWER I / SECTION 10J 5.3 PROPERTY DEVELOPMENT STANDARDS(REZONING) LEQUR® PROVE® SAJ 13 SEDUM SPECTABILE'AUTUMN JOY' 1 GAL EVERGREEN (G)LANDSCAPING:ALL USES,E)Q-UDING SINGLE HOUSEHOLDAND DUPLEXBULDINGS,SHALL HAVE AUTUMN JOY STONECROP Ilk 11 SYA 29 SALVIAYANGII 1CAL TEN PERCENi(10%)OF THE SIZE LANDSCAPED. 10%120,835 S.F.) 18%(38,1455.F.) RUSSIAN SAGE "g`y, 208,353 S.F.(DEVELOPED AREA-)z IM=20,835 S.F.REQUIRED LANDSCAPING I . Title 10-11-12 Required CHAPTER 10:OFF-STREET PARKING AND LOADING ORNAMENTAL GRASSES II MJ-`a✓r"'/ CKF 10 CALAMAGROSTIS XACUTIFLOFtA'KARL 1GAL I I STORM POND Improvements to be completed for final Certificate of Occupancy SECTION 10.10.11 PARKING LOT LANDSCAPING REQUIRED PROVIDED FOERSTER' (3)PM51 3 ONE(1)TREE REQUIRED FOR EACH LANDSCAPE ISLAND AND PARKING ROW ENO.' 13 LANDSCAPE ISLAND TREES 13 LANDSCAPE ISLAND TREES FEATHER REED GRASS o Landscaping Required: CHAPTER 11:REQUIRED IMPROVEMENTS HSE 20 BLUE OAT GRASS HELICTOTRICHON SEMPERVIRENS GAL D iro v ei 42 trees+13 pkg lot trees SECTION 10.11-3:LANDSCAPING REQUIRED PROVIDED 210 shrubs ONE(1)TREE PER FIVE HUNDRED(500)SQUARE FEET OF REQUIRED LANDSCAPED AREA, SYMBOL QTY BOTANICAL/COMMON NAME SIZE )SYAI f - Alternative landscape approved so trees not in islands PZ24-0144 20.835 S.F.(RED'D LANDSCAPE AREA)15D0=42 TREES MIN.42 TREES 42TREE3 i I �`— AT LEAST FIFTY PERCENT(50%)OF REQUIRED TREES SHALL BEEVERGREEN. MIN.21 EVERGREEN TREES 21 EVERGREEN TREES SOD/SEED I POA PRATENSIS II �° Parking Lot Lighting required:yes ONE(1)SHRl18 PER ONE HUNDRED(100)SQUARE FEET OF REQUIRED LANDSCAPED AREA. �58.D]2$F KENTUCKY BLUEGRASS SOD I I I I)\\- MIN_208 SHRUBS 208 SHRUBS SEE SOD/SEEDING NOTES I 20,835 S.F.(REDO LANDSCAPE AREA)1100=208 SHRUBS ' ae REFER TO L.3.0 IRRIGATION PERFORMANCE Parking:116 spaces AT LEAST FIFTY PERCENT(50%)OF REQUIRED SHRUBS SHALL BE EVERGREEN. MIN.104 EVERGREEN SHRUBS 10/EVERGREEN SHRU88 q` mPlp^K I' SPECIFICIATONS FOR LANDSCAPE IRRIGATION 9'x20'space dimensions 'REQUIRED LANDSCAPE(BLAND TREES ARE DESIGNATED ON PLANS WIR1 A"(P)-INDICATON ADJACENTTO TREE SYMBOL. CITY APPROVED PLANS FLOW AND PRESSURE REQUIREMENTS � f I 10-10-11 B(5)All landscaped areas shall be protected by a raised six PANS ALL INS EC JOB inch(6")concrete curb.Pavement shall not be placed closer than OR ALL INSPECTIONS four feet(4')from the trunk of a tree unless a root barrier is provided. LA ■ PAGE 13 HA1202MID-10484-24 Elevate Academy(TF)-Harrison Site\Project Date\02 CAD\2.03 Sheet Files\Construdon Drawings\SITE PLANLL.1.0_SITE LANDSCAPE PLAN.tlwg-L.1.0 SITE LANDSCAPE PLAN-4/21/2025 10:22am,kendall.hancey age 9 7 O 1 2 3 4 5 rn y N NOTES: FLEX STRAPTM TREE TIE. CLEAN TOPSOIL,IMPORTED OR TIGHTEN ONLY ENOUGH TO EVERGREEN TREE PER PLAN, REMOVE j 1 pq n o E STOCKPILED.DEPTH PER PLANS AND KEEP RUBBER STRAP FROM NURSERY STAKE IMMEDIATELY. INSTALL SHRUB v m r� N c°� PLANTING DETAILS 1. PLANT PIT r�2�UH To TAPER DOWN 3 w SLIPPING. ROOT BALL EVEN OTH OF x o � Y BEITLESS 4'GALVANIZED VINYL COATED GUY MULCH AT WITH FINISH i z EL— N FOR FLAT AREAS PLACE WIRES WITH TURN BUCKLES FOR GRADE AND KEEP = MIX LOWER 2"OF THAN ^ w w m o STAKES PARALLEL TO ADJUSTMENT.ARRANGE IN A CROWN OF > L of c TOPSOIL AND ROOTBALL PLANT MULCH AWAY O o UPPER 2"OF PREVAILING WINDS. TRIANGULAR PATTERN AROUND TREE. FROM BASE OF x m TILLED FOR SLOPE AREAS PLACE a PLANT m a DEPTH. PLANTING SOIL U m CROWN STAKES PARALLEL TO ` SUB-GRADE. BOTTOM OF EXISTING a O z N CONTOUR. o CONSTRUCT 2-3" A TILL UPPER 6"OF PIT SO THAT 6-MIN. LODGEPOLE PINE STAKES WONDER CINCH TIES. SUBGRADE TALL WATERING x N TREE WILL MULCH a 2"DIAMETER "em SUBGRADE PRIOR RING AROUND EDGE III - III III III- TO INSTALLATION SIT AT 3" ROOTBALL,SCORE SIDES WITH OF PLANTING PIT w —III III III III—III 1-1 —I 1-1 = I_ OF TOPSOIL GRADE. 6"TALL BERM TO MAKE ABOVE VERTICAL CUTS 1/2"DEEP AT 6"D.C., Q I' III WATER BASIN. SET TOP OF ROOTBALL FLUSH WITH OR \//// ////�\/� SCARIFY SIDES OF �/ 0,0 SLIGHTLY ABOVE FINISH GRADE,PLACE \\\\\ \ \ PLANTING HOLE Z LU E-H- MIN. ON UNDISTURBED SOIL. / o~~ \\/\/\\/\\/\/\ Z ❑w a UNDISTURBED SUBGRADE /\ /\ i\//\//\//\/NITE,ROCK,MULCH,GRASS OR a 1,w NOTES: OTHER GROUND COVER PER PLANS, 2 X ROOTBALL Q _w z \�/\\ \\\\ DO NOT ALLOW TO TOUCH TRUNK. > LL 1. LANDSCAPE CONTRACTOR SHALL CONFIRM SUBBASE FINISH GRADE WITH z /j \ MULCH PER PLANS DIAMETER GENERAL CONTRACTOR PRIOR TO INSTALLATION OF TOPSOIL. '\\ \\ NOTES: ,�� ❑ N i REMOVE NURSERY STAKE& TILL SOIL TO A DEPTH EQUAL TO THE o UNDISTURBED \ \\ TIES 2. LANDSCAPE CONTRACTOR RESPONSIBLE TO LEAVE TOPSOIL FINISH NATIVE OR \ ROOTBALL DEPTH,REMOVE ROCKS 1. EXCAVATE SHRUB PITS AS ROUND PLANTING HOLES. COMPACTED PREPARED PLANTING AREA GRADE AT THE CORRECT LEVEL TO ACCOMMODATE TURFGRASS OR \ LARGER THAN 2"DIA.,ADD 1" - .� SCARIFY SIDES OF PLANTING AMENDMENTS PER SOIL PREPARATION 2. LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE SHALL APPROVE MULCH AND STILL BE 2 BELOW ADJACENT HARDSCAPES. IMPORT HOLE PLANT MATERIAL HEALTH AND CONDITION PRIOR TO PLANTING. DIRECTLY 2x DIA.OF SPECIFICATIONS.UNDISTURBED SOIL h 3. LANDSCAPE CONTRACTOR RESPONSIBLE TO COMPACT AND ALLOW z z SETTLING OF TOPSOIL AND SUB-GRADE PRIOR TO PLANTING,SEEDING,OR UNDER ROOTBALL PLANTING SOIL FIRM BUT NOT TO HAVE SLOPING ROUGH SIDES. LAYING OF TURF SOD. ROOTBALL COMPACTED a c >o o w CUT CIRCLED AND MATTED w a Q w ROOTS FROM NURSERY w TOPSOIL 2 DECIDUOUS TREE ROOTBALL 3 CONIFER TREE 4 SHRUB AND PERENNIAL w 0 NOT TO SCALE H-PLT-SOL-35 NOT TO SCALE H-PLT-TR-27 NOT TO SCALE H-PLT-TR-21 NOT TO SCALE H-PLT-SHR-26 � N NOTES: CONCRETE CURB, N o _ Co DO SIDEWALK OR K ; Z 1. KEEP TOP OF DECORATIVE ROCK 1/2"BELOW ADJACENT WALKS AND EDGING IF APPLICABLE- z o 0 g INSTALL GRASS/ CURBS.DO NOT ALLOW MULCH TO TOUCH THE TRUNK OF ANY PLANT. SEE PLAN. 3 ❑ TAPER DOWN DEPTH PERENNIAL ROOT BALL INSTALL MULCH AFTER INSTALLATION OF WEED BARRIER FABRIC AND LU Z Y w OF MULCH AT CROWN EVEN WITH FINISH PLANT MATERIAL. SOD ROOT AREA w 3 ❑ OF PLANT GRADE AND KEEP 2. CONTRACTOR TO ENSURE THAT TOP OF WEED BARRIER FABRIC IS a w _ 0 MULCH AWAY FROM FREE OF SOILS AND DEBRIS PRIOR TO PLACING MULCH. H ❑ ❑ ❑ a 1.1.1 PLANTING SOIL BASE OF PLANT 3. ROCK/STONE MULCH COLOR AND SIZE PER LEGEND AND 4"DEPTH OF CLEAN (n SPECIFICATIONS. TOPSOIL. INTERIM REVIEW PREPARED PLANTING CONSTRUCT2-3"TALL a a _ THIS DOCUMENT I8RELEASED AREA MULCH,TYPE AND DEPTH AS SPECIFIED pN pH W FOR THE PURPOSE OF INTERIM WATERING RING AROUND ` MULCH EDGE OF PLANTING PIT - N N LU LJJ REVIEW.ITISNOTTOREUSED FOR CONSTRUCTION PURPOSES. v w� $" ADJACENT LICENSEDLANDSCAPE HARDSCAPE OR � � O� \\�\��\`��\\ T\��\�� � ARCHITTECTTKE KENDALL J.HANCEY ";ao(aoo;rioo{aao{ EDGING. �Z \ IDAHO REGISTRATION au-1ee2o ::c,;Q.::a°.: CROSS RIP OR TILL ti ( 'a°" III III I a �I SUBGRADE.11 BOULDER,IF APPLICABLEiSCARIFY SIDES OF — III d �PLANTING HOLE �it - 1��� g —III— —1 -I' III—III—III—III—III—III—III I I1-111 DEWITT 50Z WEED —I 1 —III=III—I11=III=11I=I11=III=11I—III-1I_ BARRIER OR OWNER NOTES: 2 DIAMETER ER SUBGRAD FINISH E AS SPECIFIED CUT EDGE =1I I=III=III=III=III=1 =1I1=1 APPROVED EQUAL 1. ROOT MAT THICKNESS WILL VARY ENSURE TOP OF ROOT MAT IS 1"BELOW DECORATIVE LANDSCAPE TOP OF CURB,WALK,OR EDGING.ADJUST DEPTHS AND DIMENSIONS SHOWN ROCK.TYPE AND DEPTH AS NECESSARY. NOTES: PER NOTES AND LEGENDS. 2. SOD SHALL BE 100%KENTUCKY BLUEGRASS OR BID GRASS BIO-NATIVE AS 1. EXCAVATE ORNAMENTAL GRASS/PERENNIAL PITS AS ROUND HOLES. EXISTING SUBGRADE SPECIFIED ON PLANS. c 5 ORNAMENTAL GRASS 6 PLANTER BED CUT EDGE - DECORATIVE LANDSCAPE ROCK 8 TURF SOD 5� NOT TO SCALE H-PLT-SHR-25 NOT TO SCALE H-PAV-CRB-138 NOT TO SCALE H-PAV-MLC-22 NOT TO SCALE H-PLT-GRS-29 ` W J GOLD ANODRED TOP BALL a 0 W CAST ALUMINUM STATIONARY TRUCK Q HALYARD,#10(A'DIAMETER)BRAIDED � J w ROPE,POLPROPYLENE TOP DIAMETER SHALL BE < A MINIMUM OF T', U. Lu TWO SNAPHOOKS,SWIVEL,CHROME 3 U PLATED BRONZE WITH NEOPRENE NOTES: COVERS ``^^ VJ 1, FLAGPOLE DETAIL IS BASED ON COLONIALFWGEXTERNAL SINGLE TAPERED ALUMINUM TUBE WALL \ z STATIONARY 35'FLAGPOLE.IF OTHER ALLOY 6083-TB WITH MINIMUM.125° MANUFACTURERSISUPPLIERS ARE USED WALL THICKNESS.TOTAL TAPER ,11 Q THEN SHOP DRAWINGS SHALL BE LENGTH SHALL BE II'MAXIMUM. W J SUBMITTED TO OWNER FOR APPROVAL. 2, UGIRING FOR FLAGPOLES SHALL BE TOP MOUNT FIXTURES.SEE LIGHTING 11 1 PLANS AND SHOP DRAWINGS BY 35' W LIGHTING CONTRACTOR FOR DETAILS. S. CONTRACTOR IS RESPONSIBLE FOR VERIFYING WIND LOADS FOR THE REGION AND CERTIFYING THAT THIS DESIGN MEETS THOSE LOAD REQUIREMENTS. 4. FLAG SUPPLIED BY OWNER. CLEAT(S")CAST ALUMINUM WITH}"-20 NT FLAT STAINLESS STEEL SELF DRILLING SCREWS(FIELD INSTALL). STANDARD SPUN ALUMINUM COLLAR T (CAULK PERIMETER) CEMENTOR WATERPROOF COMPOUND BY INSTALLER. 4'E' GROUND SLEEVE ASSEMBLY,IB GA. GAIN STEEL TUBE D DRY SAND(BY INSTALLER) BUTT DIAMETER SHALL BE 3£ j-THICK STEEL PLATE WELDED TO A MINIMUM OF 5". SLEEVE. B }}'THICK STEEL SUPPORT PLATE LIGHTNING SPIKE, STEEL r 12' LIGHTNING SPIRE. 35 FLAGPOLE CITY APPROVED PLANS J NOTTOSCALE H-FRN-FLG-39 xN,MUS wE ON JOB S. PLANS MUST S EC IONSITE L■2■0 FOR ALL INSPECTIONS PAGE 14 H:\12024\id-10484-24 elevate academy(t<)-hamspn siteWroject dahM02 CAD\2.03 sheet files\construction ftwings\site plan\LA D_SITE LANDSCAPE PLAN.dwg-L.2.0 LANDSCAPE DETAILS-4/21/2025 09:11am,Ni&.Croft age 98 O 1 2 3 4 5 SITE WORK Vl N 0 N EXAMINATION SYSTEM PERFORMANCE REQUIREMENTS COMPONENTS D. GRA SAND DRAINING r l to N DE E A. SITE VERIFICATION OF CONDITIONS 1. GRADE PIPING SO SYSTEM CAN BE COMPLETELY DRAINED. U >.7 M O 1. 48 HOURS MINIMUM PRIOR TO PERFORMING ANY WORK ON SITE,CONTACT A. MINIMUM WATER COVERAGE:100 PERCENT OF TURF AND PLANTING AREAS. A TTINGS: 1.1. SLOPE PIPE TO DRAIN TO CONTROL VALVE BOX WHERE POSSIBLE. 3 W N U IDAHO DIGLINE OR OTHER LOCALLY RECOGNIZED AND REPUTABLE B. LOCATION OF SPRINKLERS AND SPECIALTIES:DESIGN LOCATION WILL BE APPROXIMATE. tUS PERMAry nY MARKED WITH MANUFACTURERS NAME SIZE, 1.2. WHERE THIS IS NOT POSSIBLE,SLOPE PIPE TO A MINIMUM NUMBER OF LOW {� y Y UNDERGROUND UTILITY LOCATOR SERVICE COMPANY TO ARRANGE FOR MAKE MINOR ADJUSTMENTS NECESSARY TO AVOID PLANTINGS AND OBSTRUCTIONS rvG PRESSURE,EN POINTS.AT THESE LOW POINTS,INSTALL AN AUTOMATIC KING DRAIN. O N U UTILITY LOCATION SERVICES. 2. DNG SHALL BE POLYETHYLENE PIPE.MAIN LINE PIPING SHALL BE SCHEDULE 1.3. INSTALL 2 INCH CLASS 200 PVC PIPE OVER TOP OF MANUAL DRAIN AND CUT AT oil p_ N O SUCH AS SIGNS AND LIGHT STANDARDS. oR Plpss y4 iHROUGH3 AND CLASS 200 FOR PIPE SIZES 4"AND LARGER OR APPROVED EQUAL FINISH GRADE. = N 2. POTHOLE TO VERIFY LOCATION OF EXISTING VARIOUS UNDERGROUND C. BASED ON THE CURRENT PROPOSED LANDSCAPE PLAN,THE IRRIGATION SYSTEM SHALL PE 1+AF IRRIGAnON PIPI 1.4, DO NOT USE AUTOMATIC DRAIN VALVES ON MAINLINES. LL W L FACILITIES AT SUFFICIENT LOCATIONS TO ASSURE THAT NO CONFLICT WITH BE DESIGNED TO FUNCTION WITH A MINIMUM DYNAMIC WATER PRESSURE OF 70 PSI AT 3. PVCSCHEDULE 40 FITTING FOR MAINLINE PIPE SIZES J'THOUGH 14',PVC SCHEDULE 8D FOR PIPE SIZES 2' 1.5. SLOPE UESUTOMATINDER DRAINKING VALVES REAS SONOR MAINLINES. TO DRAIN OUTSIDE THESE IL/y/II Fy THE PROPOSED WORK EXISTS AND SUFFICIENT CLEARANCE IS AVAILABLE TO A MINIMUM RATE OF 62 GPM AT THE DISCHARGE POINT OF THE IRRIGATION PUMP THROUGH 3"AND PUSH ON DUCTILE OR MECHANICAL CAST IRON FITTINGS ON PVC MAINLINE FITTING 4" AREAS. (�, 0 N 25 AVOID DAMAGE TO EXISTING FACILITIES. (DESIGN-BUILD BY OTHERS). AND LARGER. 1.6. PROVIDE AND INSTALL QUICK-COUPLING VALVE OR VALVES IN LOCATION FOR EASY 11 y t6 v 2 3. PERFORM POTHOLING AT LEAST IO WORKING DAYS IN ADVANCE OF . THREADED PIPE CLAMP ALL FOLY PIPE FITTINGS.DOUBLE-CLAMP ALL CONNECTIONS 1 i-OR GREATER. BLOWOUT OF ENTIRE SYSTEM. C 55 PERFORMING ANY EXCAVATION OR UNDERGROUND WORK. s. INE SHALL BE PVC SST TEE,EPDXY COATED DOUBLE GUARANTEE 4. UPON DISCOVERY OF CONFLICTS OR PROBLEMS WITH EXISTING FACILITIES siaAR SADDLE,m..I.TEE,oR HAaoco DU IRory SERVICE TEES z V) NOTIFY ARCHITECT BY PHONE OF FAX WITHIN 24 HOURS,FOLLOW TELEPHONE A. SUBMIT 1-YEAR WRITTEN GUARANTEE SIGNED BY UNDERGROUND SPRINKLER E. PIPE INSTALLATION ORE"NOTIFICATION WITH LETTER AND DIAGRAMS INDICATING CONFLICT OR CONTRACTOR,AGREEING TO REPAIR OR REPLACE ALL DEFECTS IN MATERIAL, B. SLEEVES: 1. INSTALL PIPE IN MANNER TO PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY O) A PROBLEM AND SUFFICIENT MEASUREMENTS AND DETAILS TO EVALUATE EQUIPMENT AND WORKMANSHIP. 1. SLEEVES DIAMETER SHALL BE TWO TIMES LARGER THAN PIPE THAT IS TO BE MANUFACTURER. PROBLEM. INSTALLED IN SLEEVE.SLEEVES UNDER 4'DIAMETER SHALL BE PVC SCHEDULE 40. 2. UNLESS OTHERWISE INDICATED ON APPROVED DRAWINGS,INSTALL MAINLINES AND LATERAL LINES N B. GUARANTEE SHALLALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES SLEEVES 4"AND LARGER SHALL BE CIASS 200 PVC SEWER PIPE. CONNECTING ROTOR POP-UP SPRINKLERS WITH MINIMUM COVER OF 18 ING ES BASED ON RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL,EQUIPMENT AND 2. WIRE SLEEVES SHALL BE PVC PIPE OR ELECTRICAL TUBING.WIRE SLEEVES SHALL BE 2" FINISHED GRADE.INSTALL REMAINING LATERAL LINES WITH MINIMUM OF 12 INCHES OF COVER B. PROTECTION WORKMANSHIP TO THE SATISFACTION OF THE OWNER.REPAIRS,IF REQUIRED,SHALL BE UP TO 40 WIRES AND 221 INCH FOR 41 TO 56 WIRES AND 3"FOR 57 TO 88. BASED ON FINISH GRADE. N W 1. AVOID SPILLAGE BY COVERING AND SECURING LOADS WHEN HAULING ON OR DONE PROMPTLY AT NO COST TO THE OWNER. 3. INSTALL PIPE AND WIRES UNDER DRIVEWAYS OR PARKING AREAS IN SPECIFIED SLEEVES 181NCHES ADJACENT TO PUBLIC STREETS OR HIGHWAYS. C. SPRINKLER HEADS: MINIMUM BELOW FINISH GRADE DRAB SHOWN ON APPROVED DRAWINGS. 2. REMOVE SPILLAGE AND SWEEP,WASH,OR OTHERWISE CLEAN PROJECT, SUBMITTALS 1. SPRAY HEADS:HUNTER MP ROTATOR OR MP ROTATOR SR SERIES FOR ALL SPRAY 4. LOCATE SPRINKLER HEADS NO CLOSER THAN 12 INCHES FROM BUILDING FOUNDATION.HEADS v Z W N STREETS,AND HIGHWAYS. SPRINKLER HEADS OR APPROVED EQUAL. IMMEDIATELY ADJACENT TO MOWSTRIPS,WALKS,OR CURBS SHALL BE ONE INCH BELOW TOP OF Z N=O 3. DUST CONTROL- MOWSTRIP,WALK OR CURB AND HAVE ONE TO 3 INCHES CLEARANCE BETWEEN HEAD AND WFf 3.1. TAKE PRECAUTIONS NECESSARY TO PREVENT DUST NUISANCE,BOTH A. PRODUCT DATA:INCLUDE PRESSURE RATING,RATED CAPACITY,SETTINGS,AND D. SPRINKLER RISERS: MOWSTRIP,WALK,OR CURB. O` f ON SITE AND ADJACENT TO PUBLIC AND PRIVATE PROPERTIES. ELECTRICAL DATA OF SELECTED MODELS FOR THE FOLLOWING: 1. QUICK COUPLING VALVES SHALL HAVE AN ADJUSTABLE RISER,THREE ELL SWING 5. CUT PLASTIC PIPE SQUARE.REMOVE BURRS AT CUT ENDS PRIOR TO INSTALLATION SO Z ,W O 3.2. CORRECTOR REPAIR DAMAGE CAUSED BY DUST. 1. VALVES:INCLUDE ABOVEGROUND AND UNDERGROUND;GENERAL-DUTY, JOINT ASSEMBLY,UNLESS DETAILED OTHERWISE ON THE DRAWINGS.THESE SWING UNOBSTRUCTED FLOW WILL RESULT, n/ a of GG 3.3. EROSION CONTROL- MANUAL AND AUTOMATIC CONTROL,AND QUICK-COUPLER TYPES. JOINT FITTINGS SHALL BE SCHEDULE 80 GRAY PVC FOR NIPPLES AND ELBOWS UNLESS 6. MAKE SOLVENT WELD JOINTS AS FOLLOWS: LL DD0- 3.3.1. TAKE PRECAUTIONS NECESSARY TO PREVENT EROSION AND 2. VALVE BOXES. OTHERWISE APPROVED.HORIZONTAL NIPPLE PARALLEL TO SIDE OF LATERAL LINE 6.1. DO NOT MAKE SOLVENT WELD JOINTS IF AMBIENT TEMPERATURE IS BELOW 4 DEG.F. to DO TR Z MAN OF SOIL DOWNSTREAM,TO ADJACENT PROPERTIES, 3. SPRINKLERS. SHALL BE 81NCHES LONG MINIMUM.ALL OTHER NIPPLES ON SWING JOINT RISER SHALL 6.2. CLEAN MATING PIPE AND FITTING WITH CLEAN,DRY CLOTH AND APPLY ONE COAT OF P-70 ` 2 Ul AND INTO ON-SITE OR OFFSITE DRAINAGE SYSTEMS. 4. SPECIALTIES. BE OF LENGTH REQUIRED FOR PROPER INSTALLATION OF QUICK COUPLING VALVE. PRIMER TO EACH. / 2i 3.3.2. DEVELOP,INSTALL AND MAINTAIN AN EROSION CONTROL PLAN IF 5. CONTROLLERS.INCLUDE WIRING DIAGRAMS. 2. STATIONARY SPRAY POP-UP SPRINKLER HEADS,SHRUB SPRAY HEADS,STATIONARY 6.3. APPLY UNIFORM COAT OF 711 SOLVENT TO OUTSIDE OF PIPE. > LL KQ REQUIRED BY LAW. SPRAY SPRINKLER HEADS AND ROTORS HEADS SHALL HAVE RISERS MADE UP ONE OF 6.6. APPLY SOLVENT TO FITTING IN A SIMILAR MANNER. p 3.3.3. REPAIR AND CORRECT DAMAGE CAUSED BY EROSION. B. SHOP DRAWINGS:COMPLETE IRRIGATION DESIGN.SHOW IRRIGATION PIPING,INCLUDING THE FOLLOWING WAYS: 6.5. RE-APPLY LIGHT COAT OF SOLVENT TO PIPE AND QUICKLY INSERT INTO FITTING. O PLAN LAYOUT AND LOCATIONS,TYPES SIZES CAPACITIES,AND FLOW CHARACTERISTICS 2.1. RISERS FOR IRRIGATION SPRAY HEADS WITH INLET SIZE OF 3INCH SHALL BE 6.6. GIVE PIPE OR FITTING A QUARTER TURN TO ENSURE EVEN DISTRIBUTION OF SOLVENT AND C. IF SPECIFIED PRECAUTIONS ARE NOT TAKEN OR CORRECTIONS AND REPAIRS MADE OF PIPING AND PIPE COMPONENTS,VALVES,SPRINKLERS,ROTORS AND DRIP SYSTEMS, SWING PIPE 14 INCHES LONG MINIMUM AND 24 INCHES MAXIMUM.SWING PIPE MAKE SURE PIPE IS INSERTED TO FULL DEPTH R FITTING SOCKET. PROMPTLY,OWNER MAY TAKE SUCH STEPS AS MAYBE DEEMED NECESSARY AND LIGHTING PROTECTION,ACCESSORIES SUCH AS AIR RELIEF VALVE,DRAINS ETC AND WITH SPIRAL BARB FITTINGS AND STREET ELBOWS SHALL BE ASSEMBLED 6.]. HOLD IN POSITION FOR I5 SECONDS MINIMUM OR LONG ENOUGH TO SECURE JOINT. DEDUCT COSTS OF SUCH FROM MONIES DUE TO CONTRACTOR.SUCH ACTION OR IRRIGATION CONTOLLER(S)AND CONTROLLER WIRING.SHOW AREAS OF SPRINKLER ACCORDING TO PAN DETAILS.EQUAL AS APPROVED BY ARCHITECT BEFORE 8.8. WIPE OFF SOLVENT APPEARING AT OUTER SHOULDER OF FITTING. LACK OF ACTION ON OWNER'S PAR DOES NOT RELIEVE CONTRACTOR FROM SPRAYAND OVERSPRAY. BIDDING. 6.9. DO NOT USE EXCESSIVE AMOUNT OF SOLVENT THEREBY CAUSING OBSTRUCTION TO FORM UJ ON INSIDE OF PIPE. V' RESPONSIBILITY FOR PROPER PROTECTION OF THE WORK. 2.2. RISER FOR IRRIGATION ROTOR HEADS WITH'1 TO 1 INCH INLETS SHALL HAVE A 6.10. ALLOW JOINTS TO SET AT LEAST 24 HOURS BEFORE APPLYING PRESSURE TO PVC PIPE. Z N i 1. AD JUST EXISTING COVERS,BOXES,AND VAULTS TO GRADE. C. COORDINATION DRAWINGS:SHOW PIPING AND MAJOR SYSTEM COMPONENTS,INDICATE SWING JOINT ASSEMBLY.INSTALL ACCORDING TO DETAILS ON DRAWINGS. 6.11. TAPE THREADED CONNECTIONS WITH TEFLON TAPE. W 2 AND Q . REPLACE BROKEN OR DAMAGED COVERS,BOXES AND VAULTS. INTERFACE SPATIAL RELATIONSHIP BETWEEN PIPING,SYSTEM COMPONENTS, H O ADJACENT UTILITIES,AND PROXIMATE STRUCTURES. E. VALVES: 6.12. IF PIPE IS LARGER THAN 21NCHES,INSTALL CONCRETE THRUST BLOCKS WHEREVER GG Q a 3. INDEPENDENTLY CONFIRM SIZE,LOCATION,AND NUMBER OF COVERS,BOXES CHANGE OF DIRECTION OCCURS ON PVC MAIN PRESSURE LINES,UNLESS OTHERWISE j❑ o K AND VAULTS WHICH REQUIRE ADJUSTMENT. 1. HOSE BIBS: "ANGLE TYPE HOSE BIB.INSTALL ON MAIN LINE IN VALVE BOXES ON DETAILED ON APPROVED DRAWINGS. W w D. MAINTENANCE DATA:TO INCLUDE IN MAINTENANCE MANUALS SPECIFIED IN DIVISION 1. THREE-ELL SWING JOINT ASSEMBLY. a a D. FIELD QUALITY CONTROL INCLUDE DATA FOR THE FOLLOWING: 2. CONTROL VALVES:HUNTER PGV-151 VALVES. O 1. IF WORK HAS BEEN INTERRUPTED BY WEATHER,SCHEDULING,OR OTHER 1. SUBMIT THREE(3)COPIES OF TYPEWRITTEN INSTRUCTIONS,BOUND IN 3. MANUAL DRAIN VALVES:NIBCO BRASS BALL GAS COCK WITH TEFLON SEAT OR F. BACKFLOW PREVENTER INSTALLATION1. 1. INSTALL BACKFLOW PREVENTER ACCORDING TO MANUFACTURER'S RECOMMENDATION AND STATE REASON,NOTIFY ARCHITECT 24 HOURS MINIMUM PRIOR TO INTENDED SUITABLE SIZED RING BINDERS,RECOMMENDING PROCEDURES TO BE APPROVED EQUAL.BRASS BALL VALVE SHALL BE'T'HANDLE ON MAIN LINES AND SHALL AND LOCAL CODES. W RESUMPTION OF GRADING OR COMPACTING. ESTABLISHED BY THE OWNER FOR THE MAINTENANCE OF THE SYSTEM BE IN VALVE BOXES ON LATERAL LI N ES. 2. SET THE HEIGHT OF THE BACKFLOW PREVENTER TO PROVI DE A MINIMUM CLEARANCE OF 12 INCHES of2. OWNER RESERVES THE RIGHT TO REQU IRE ADDITIONAL TESTI NG TO FROM YEAR TO YEAR.THIS SHALL INCLUDE COMPLETE INSTRUCTIONS 4. AUTOMATIC DRAIN VALVES-KING DRAIN OR APPROVED EQUAL. BETWEEN THE BOTTOM OF THE BACKFLOW PREVENTER AND THE GROUND BELOW. I RE-AFFIRM SUITABILITY OF COMPLETED WORK INCLUDING COMPACTING SOILS FOR SYSTEM OPERATION AND MAINTENANCE INCLUDING WINTERIZING 5. ISOLATION VALVES:APOLLO INTERNATIONAL,FULL PORT BRASS BALL VALVE OR WHICH HAVE BEEN EXPOSED TO ADVERSE WEATHER CONDITIONS. AND COMPLETE INSTRUCTIONS ON HOW TO DRAIN ENTIRE BACKFLOW APPROVED EQUAL AS SHOWN ON DRAWINGS. G. IRRIGATION CONTROLLER PREVENTER TO PREVENT FREEZING.SUBMIT MANUALS WITH RECORD 1. INSTALL IRRIGATION CONTROLLER ACCORDING TO MANUFACTURERS RECOMMENDATION AND WITH O N Go U GO LANDSCAPE FINISH GRADING DRAWINGS.THE MANUAL SHALL ALSO CONTAIN: F. DRIP IRRIGATION: PROPER GROUNDING FOR SURGE AND LIGHTNING PROTECTION. R F H 1.1. IDENTIFICATION READABLE FROM THE OUTSIDE OF THE COVER STATING 1. DRIP IRRIGATION VALVES: Z Zz Z BV WHOM THE INFORMATION WAS COMPILED. 1.1. HUNTER ICZ 1'LF OR APPROVED EQUAL. H. REMOTE CONTROL VALVES AND VALVE BOXES 0G O_ SUMMARY 1.2. NEATEN TYPEWRITTEN INDEX NEAR THE FRONT OF THE MANUAL, 2. DRIP TUBING SHALL BE: 1. INSTALL CONTROL WIRES,VALVES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS Z FURNISHING IMMEDIATE INFORMATION AS TO THE LOCATION IN THE 2A HUNTERHDL-0&12-CV AND ACCORDING TO ELECTRICAL CODE. B 3. DRIP TUBING FITTINGS SHALL BE: 3 0 MANUAL OF ALL EMERGENCY DATA REGARDING THE INSTALLATION. 2. INSTALL VALVES,PLASTIC BOXES WITH LOCKING REINFORCED HEAVY DUTY PLASTIC COVERS. O A. INCLUDES BUT NOT LIMITED TO 1.3. COMPLETE NOMENCLATURE OF ALL REPLACEABLE PARTS,THEIR PART 3.1. HUNTER"HDL-LOC"FITTINGS. LOCATE VALVE BOX TOPS AT FINISH GRADE.DO NOT INSTALL MORE THAN TWO VALVES IN A Z Z Y U 1. PERFORM FINISH GRADING WORK REQUIRED TO PREPARE SITE FOR NUMBERS,CURRENT COST,MD NAME AND ADDRESS OF THE NEAREST 4. DR I P LINE TIE DOWNS STAKE SHALL BE BENT 12 GAUGE GALVANIZED STEEL STAPLE OR SINGLE BOX. W C7 3 O W INSTALLATION OF LANDSCAPING AS DESCRIBED N CONTRACT VENDOR OF REPLACEMENT PARTS. APPROVED EQUAL. 3. PLACE PEA GRAVEL A MINIMUM OF 61NCHES DEEP BELOW VALVE FOR DRAINAGE.EXTENU PEA H N Q W O DOCUMENTS. 1.4. COMPLETE OUTLINE OF FUTURE WATERING SCHEDULES AND WHEN THEY H. EXPANSION CURLS: GRAVEL 31NCHES MINIMUM BEYOND LIMITS OF VALVE BOX AND MAINTAIN 41NCHES MINIMUM O O O U d SHOULD BE CHANGED FROM THE INITIAL INSTALLATION SCHEDULE.THE 1. EXPANSION CURLS SHALL BE PROVIDED WITHIN THREE 3 FEET OF EACH WIRE BETWEEN BOTTOM OF VALVE AND TOP OF PEA GRAVEL.SET VALVE BOXES OVER VALVE SO ALL INITIAL SCHEDULE IS CALCULATED FOR A WATERING RATE TO ESTABLISH () PARTS OF VALVE CAN BE REACHED FOR SERVICE.SET COVER OF VALVE BOX EVEN WITH FINISH W MATERIALS NEW LAWN. CONNECTION TO SOLENOID AND AT LEAST EVERY THREE HUNDRED(300)FEET IN GRADE.VALVE BOX SHALL BE REASONABLY FREE FOR DIRT AND DEBRIS. N LENGTH.(EXPANSION CURLS ARE FORMED BY WRAPPING AT LEAST 5 TURNS OF WIRE A. IMPORTED TOPSOIL TO MEET THE FOLLOWING CRITERIA: 1.5. COPY OF ALL GUARANTEES AND WARRANTIES ISSUED ON THE AROUND A ROD OR PIPE 1"OR MORE INDIAMETER,THEN WITHDRAWING THE ROD). I. WIRING INTERIM REVIEW INSTALLATION,SHOWING ALL DATES OF EXPIRATION. 1. TAPE CONTROL WIRE TO SIDE OF MAIN LINE EVERY 10 FEET.WHERE CONTROL WIRE LEAVES MAIN 1. FERTILE,LOOSE,FRIABLE SOIL MEETING FOLLOWING CRITERIA I. VALVE BOXES: OR LATERAL LINE,ENCLOSE IT IN CLASS 200 PVC CONDUIT. THIS DOCUMENT IS RELEASED 1.1. CHEMICAL CHARACTERISTICS- E. RECORD DRAWINGS: 1. FOR MANUAL DRAIN BALL VALVE-12'DIAMETER VALVE BOX WITH APPROPRIATE LID. 2. USE WATERPROOF WIRE CONNECTORS AT SPLICES AND LOCATE ALL SPLICES WITHIN VALVE BOXES. W FOR THE PURPOSE OF INTERIM 1.1.1. ACIDITY/ALKALINITY RANGE-PH 5.5 TO 7.7 1. AS INSTALLATION OCCURS,PREPARE ACCURATE RECORD DRAWING TO BE LARGER SIZE OR SQUARE IF REQUIRED FOR ACCESS TO VALVE HANDLES. 3. USE WHITE OR GRAY COLOR FOR COMMON WIRE AND OTHER COLORS FOR ALL OTHER WIRE. REVIEW.IT IS NOT TO BE USED 1.1.2. SOLUBLE SALTS-LESS THAN 2.0 MMHOS/CM SUBMITTED PRIORTO FINAL INSPECTION,INCLUDING: 2. FOR CIRCUIT AND ISOLATION VALVES JUMBO BOX OR APPROVED EQUAL. COMMON WIRE MAY SERVE ONLY ONE CONTROLLER.PROVIDE 12 INCHES OF EXPANSION LOOP FOR CONSTRUCTION PURPOSES. 1.1. DETAIL AND DIMENSION CHANGES MADE DURING CONSTRUCTION. 3. VALVE BOX SUPPORTS-STANDARD SIZE FIRED CLAY PAVING BRICKS WITHOUT HOLES. SLACK WIRE AT ALL CONNECTIONS INSIDE VALVE BOX. W 1.1.3. SODIUM ABSORPTION RATIO(SAR)-LESS THAN 3.0 LICENSED LANDSCAPE 1.1.4. ORGANIC MATTER-GREATER THAN ONE PERCENT 1.2. SIGNIFICANT DETAILS AND DIMENSIONS NOT SHOWN IN THE APPROVED 4. RUN ONE EXTRA CONTROL WIRE FROM PANEL CONTINUOUSLY FROM VALVE TO VALVE Lf ARC HITECTKENDALLJ.HANCEY CONTRACT DOCUMENTS. J. AUTOMATIC CONTROLLER: THROUGHOUT SYSTEM SIMILAR TO COMMON WIFE FOR USE IF A WIRE FAILS.WIRE SHALL BE IDAHO REGISTRATION 1LA-16820 1.2. PHYSICAL CHARACTERISTICS- 1.3. FIELD DIMENSIONED LOCATIONS OF VALVE BOXES,MANUAL DRAINS, 1. AUTOMATIC CONTROLLER:HUNTER HC INCLUDING PROGRAMS AND CONNECTIONS DIFFERENT COLOR THAN ALL OTHER WIRES AND SHALL BE MARKED IN CONTROL BOX AS AN 1.2.1. GRADATION AS DEFINED BY USDA TRIANGLE OF PHYSICAL AUTOMATIC DRAIN VALVES,QUICK-COUPLER VALVES,CONTROL WIRE REQUIRED FOR OPERATION. EXTRA WIRE.EXTEND EXTRA CONTROL WIRES 24 INCHES AND LEAVE COILED IN EACH VALVE BOX. CHARACTERISTICS AS MEASURED BY HYDROMETER. RUNS NOT IN MAINLINE DITCH,AND BOTH ENDS OF SLEEVES. 2. INCLUDE ANY WIRING,COMMUNICATION LINKS,AND COMPUTER PROGRAMS TO MAKE SAND-15 TO 60 PERCENT 1A. TAKE DIMENSIONS FROM PERMANENT CONSTRUCTED SURFACES OR WEATHER STATION AND CONTROLLER OPERATIONAL. J. OTHER VALVES U SILT-10 TO 60 PERCENT EDGES LOCATED AT OR ABOVE FINISH GRADE. 1. INSTALL(1)QUICK COUPLING VALVES IN APPROPRIATE LOCATIONS IN VALVE BOXES. 1.5. TAKE AND RECORD DIMENSIONS AT TIME OF INSTALIATION. K. BACKFLOW PREVENTER(IF REQUIRED):WILKINS 375 REDUCED-PRESSURE BACKFLOW 2. ISOLATION VALVES,AND AN V OTHER EQUIPMENT REQUIRED BY LOCAL AUTHORITIES SHALL BE CLAY-5 TO 30 PERCENT 2. THE RECORD DRAWINGS SHALL BE PROVIDED ELECTRONICALLY IN AUTOCAD(OR IN ASSEMBLY OR APPROVED EQUAL. INSTALLED ACCORDING TO LOCAL CODES AND REQUIREMENTS IN ORDER TO MAKE THIS SYSTEM 1.2.2. CLEAN AND FREE FROM TOXIC MINERALS AND CHEMICALS, SOFTWARE COMPATIBLE WITH AUTOCAD)AND ON REPRODUCIBLE MATERIAL 1. SUBMIT OTHER COMPONENTS RECOMMENDED BY MANUFACTURER FOR ARCHITECTS COMPLETE. NOXIOUS WEEDS,ROCKS LARGER THAN 1 INCH IN ANY (I.E.,SEPIA). REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION. 3. INSTALL ISOLATION VALVES TO SEGMENT THE SYSTEM FOR MAINTENANCE. 2. PROVIDE COMPONENTS NECESSARY TO COMPLETE AND MAKE SYSTEM OPERATIONAL. DIMENSION,AND OTHER OBJECTIONABLE MATERIALS. 3. PROVIDE REDUCED COPY OF RECORD DRAWING AT HALF-SIZE WITH COLOR KEY 4. INSTALL ANY OTHER EQUIPMENT REQUIRED BY LOCAL AUTHORITIES ACCORDING TO LOCAL CODES 1.3. SOIL SHALL NOT CONTAIN MORE THAN 2 PERCENT OF PARTICLES CIRCUITS,AND IAMINATE BOTH SIDES WITH 5 MIL THICK OR HEAVIER PLASTIC.I L. CONTROLLER: AND REQUIREMENTS IN ORDER TO MAKE THIS SYSTEM COMPLETE. MEASURING OVER 2.0 MM IN LARGEST SIZE. MOUNT ON INCH PLYWOOD BOARD.DRILL TWO INCH HOLES AT TOP OF a 1. CONTROLLER SHALL BE HUNTER HCC HYDRAWISE ENABLED MODEL WITH SUFFICIENT BOARD AND HANG ON HOOKS IN ELECTRICAL ROOMOM OR AS DIRECTED BY STATIONS TO ACCOMODATE LAYOUT AND PROVIDE 5 ADDITIONAL STATIONS FOR FUTURE K. SPRINKLER HEADS ARCHITECT OR OWNER. USE 7. PRIOR TO INSTALLATION SPRINKLER HEADS,OPEN CONTROL VALVES AND USE FULL HEAD OF . PREPARATION WATER TO FLUSH OUT SYSTEM. QUALITY ASSURANCE M. OTHER COMPONENTS: 3. SH GRADE. DO NOT IINKLER HEADS AND QUICK-COUPLING NSTALLL SPRINKLERS USING SIDE IIN ETSL VES NSTALLUSING BASE INLETS PERPENDICULAR TO IONLY. Z A. PRIOR TO GRADING,DIG OUT WEEDS FROM PLANTING AREAS BY THEIR ROOTS 1. SUBMIT OTHER COMPONENTS RECOMMENDED BY MANUFACTURER FOR ARCHITECT'S 4. SET SPRINKLER HEADS AT A CONSISTENT DISTANCE FROM EXISTING WALKS,CURBS AND OTHER O REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION. PAVES AREAS AND TO GRADE.SEE"PIPE INSTALLATION-SECTION. AND REMOVE FROM SITE.BEFORE PLACING TOP SOIL IN LANDSCAPE AREAS, A. PRODUCT OPTIONS:DRAWINGS SHALL INDICATE SIZE,PROFILES,AND DIMENSIONAL 2. PROVIDE COMPONENTS NECESSARY TO COMPLETE AND MAKE SYSTEM OPERATIONAL. 5. SHRUB SPRAY HEADS SHALL BE INSTALLED ON RISERS A MINIMUM OF 12 INCHES ABOVE FINISH REMOVE ROCKS LARGER THAN 1 INCH IN SIZE AND FOREIGN MATTER SUCH AS REQUIREMENTS OF IRRIGATION PIPING AND COMPONENTS BASED ON SPECIFIC TYPES 3. IF REQUIRED,PROVIDE PRESSURE BOOSTER PUMP AND ALL ASSOCIATED EQUIPMENT AS GRADE OF PLANTING AREA WHERE NOT ADJACENT TO PEDESTRIAN AREAS.AT SHRUB AREAS BUILDING RUBBLE,WIRE,CANS,STICKS,CONCRETE,ETC. AND MODELS INDICATED. REQUIRED TO MAKE PUMP OPERATIONAL. ADJACENT TO PEDESTRIAN ACCESS USE POP-UP SPRAY HEADS. B. WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH LATEST RULES AND MIXES L. DRIP IRRIGATION C)B. PRIOR TO PLACING TOPSOIL,REMOVE ANY IMPORTED BASE MATERIAL REGULATIONS,AND OTHER APPLICABLE STATE OR LOCAL LAWS,NOTHING IN 1. POINT SOURCE DRIP LINE TUBING SHALL BE INSTALLED TO CONFORM TO THE FOLLOWING: C PRESENT N PLANTING AREAS DOWN TO NATURAL SUBGRADE OR OTHER APPROVED CONTRACT DOCUMENTS IS TO BE CONSTRUED TO PERMIT WORK NOT 1.7. PLACE TUBING ON TOP OF LANDSCAPE FABRIC AND UNDER PLANTING BED MULCH. MATERIAL ACCEPTABLE TO ARCHITECT. CONFORMING TO THESE CODES. A. CONCRETE FOR THRUST BLOCKS: 1.2. ALL DRIP LINE TUBING SHALL BE HELD IN PLACE BY SOIL STAPLES.SOILD STAPLES SHALL C)1. ONE CU.FT.CEMENT,2 CU.FT.SAND,4 CU.FT.GRAVEL,AND 5 GALLONS MINIMUM TO CONFORM TO THE FOLLOWING: PERFORMANCE C. FIR E-INSTALIATION MEETING:SCHEDULE MEETING AFTER EXCAVATION OF TRENCHES GALLONS MAXIMUM WATER. 1.2.1. SANDY SOIL:ONE STAPLE EVERY THREE(3)FEET AND TWO(2)STAPLES ON EACH LLI AND INSTALLATION OF SLEEVES,BUT PRIOR TO INSTALLATION OF PIPE. 2. MIX THOROUGHLY BEFORE PLACING. CHANGE OF DIRECTION(TEE,ELBOW OR CROSS). W 0- 1.2.2. LOAM SOIL:ONE STAPLE EVERY FOUR(4)FEET AND TWO(2)STAPLES ON EACH A. SITE TOLERANCES EXAMINATION CHANGE OF DIRECTION(FEE,ELBOW OR CROSS). Q VJ 1. TOTAL TOPSOIL DEPTH- PROJECT CONDITIONS 1.2.3. CLAY SOIL:ONE STAPLE EVERY FIVE(5)FEET AND TWO(2)STAPLES ON EACH CHANGE 1.1. LAWN PLANTING AREAS-4INCHES MINIMUM A. SITE VERIFICATION OF CONDITIONS:PERFORM PRESSURE TEST AT STUB-OUT ON MAIN OF DIRECTIONL ENDSOF T BINGOR WHEN Q 0 LLI 1.2. SHRUBB GROUNDCOVER PLANTING AREAS-12 INCHES MINIMUM A. INVESTIGATE AND DETERMINE AVAILABLE WATER SUPPLY,WATER PRESSURE,WATER WATER LINE PROVIDED FOR IRRIGATION SYSTEM,OR AT NEAR-BY FIRE HYDRANT. 1.3. JOIN TOGETHER ALL ENDS OF TUBING WHEN POSSIBLE.INSTALLAREMOVABLE FLUSHING U THROUGHOUT ENTIRE SHRUB BED AREA. QUALITY AND FLOW CHARACTERISTICS.REPORT ANY DISCREPANCIES FROM DESIGN CAP AT POINTS ON THE SYSTEM TO DRAIN THE TUBING.AT ENDS NOT USED FOR FLUSHING (/j Z TO ARCHITECT INSTALL A FIGURE EIGHT CLOSURE. . J 2. ELEVATION OF TOPSOIL RELATIVE TO WALKS,CURBS OR OTHER PREPARATION 2. POINT SOURCE DRIP LINE EMITTERS INSTALLATION SHALL CONFORM TO THE FOLLOWING: PAVEMENTS BEFORE PLANTING AND AFTER ADDITION OF SOIL 2.1. ALL DRIP TUBING SHALL HAVE BUG CAP AT END OF i INCH DISTRIBUTION TUBING. U. < C AMENDMENTS- SEQUENCING AND SCHEDULING A. DURING CONSTRUCTION AND STORAGE,PROTECT MATERIALS FROM DAMAGE AND 2.2. ALL DRIP TUBING SHALL BE HELD ABOVE MULCH BY INCH TUBING STAKE. Z G 2. Lu 1. SODDED LAWN AREAS-2 INCHES BELOW PROLONGED EXPOSURE TO SUNLIGHT. 2.3. THE FOLLOWING EMITTERS SHALL BE INSTALLED FOR EACH PLANT: > 2.2. SHRUB&GROU NDCOVER AREAS-2 INCHES BELOW A. MAINTAIN UNINTERRUPTED WATER SERVICE TO BUILDING DURING NORMAL WORKING B. 2.3.1. SMALL SHRUB:TWO(2)0.5 GPH EMITTERS. ` F O HOURS.ARRANGE FOR TEMPORARY WATER SHUTOFF WITH OWNER. WORK DAMAGED DURING COURSE OF WORK OF THIS SECTION SHALL BE REPLACED OR 2.3.2. LARGE SHRUB:TWO(2)0.5 GPH EMITTERS. r RE PAIRED AT NO ADDITIONAL COST TO OWNER.IF DAMAGED WORK IS NEW,REPAIR OR 2.3.3. SMALL TREE:FOUR(4)0.5 GPH EMITTERS. ALL B. DO NOT EXPOSE OR DAMAGE EXISTING SHRUB OR TREE ROOTS. B. COORDINATE IRRIGATION PIPING WITH UTILITY WORK. REPLACEMENT SHALL BE PERFORMED BY INSTALLER OR ORIGINAL WORK.AN 24.34 SPACET HE POINT OF WATER APPLICAT GE TREE FOUR(4)0.5 GPH EMITTERS.ON EVENLY AROUND THE PLANTS. /\ LL EXTRA MATERIALS C. ALL LATERAL LINES SHALL RUN AS IS POSSIBLE WITHIN PLANTING AREAS D AVOID 2.5. FORTREES REQUIRING EMITTER FLOWS GREATER THAN 2 GPH INSTALL A WATER WELL TO L I. CONFLICT WITH THE LOCATION OF PLANT MATERIALS.WHERE TRENCHING IS REQUIRED IN HOLD THE WATER SO IT CAN ADEQUATELY SOAK IN. C. DISTRIBUTE IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO SPECIFIED PROXIMITY TO PLANT MATERIALS CARE SHALL BE TAKEN TO AVOID DAMAGE TO ROOTS.DO LuL.L ELEVATION RELATIVE TO WALK OR CURB. A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED NOT CUT EXISTING TREE ROOTS MEASURING OVER 21NCHES IN DIAMETER. M. TESTING AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED 1. NOTIFY ARCHITECT TWO WORKING DAYS MINIMUM PRIOR TO TESTING. WITH IABELS DESCRIBING CONTENTS.DELIVER EXTRA MATERIALS TO OWNER. INSTALLATION 2. TEST PRESSURE LINES AT 100 PSI MINIMUM FOR 6 HOURS MINIMUM AND MAKE CERTAIN THERE ARE 111 O 1. TWO VALVE BOX COVER KEYS. NO LEAKS BEFORE BACKFILLING. Lu D. SLOPE GRADE AWAY FROM BUILDING FOR 12 FEET MINIMUM FROM WALLS AT 3. AFTER BACKFILLING,PERFORM AN OPERATING TEST OF THE ENTIRE SYSTEM.OPERATE THE ENTIRE 2. TWO QUICK COUPLER KEYS WITH BRASS HOSE SWIVEL. SLOPE OF'2 INCH PER FT MINIMUM UNLESS OTHERWISE NOTED.HIGH POINT OF 3. TWO MANUAL DRAIN VALVE KEYS, A. TRENCHING AND BACKFILLING SYSTEM THROUGH ONE CYCLE OF THE CONTROLLER FOR THE PURPOSE OF CHECKING 4. TWO SETS OF SPRINKLER WRENCHES FOR ADJUSTING,CLEANING OR 1. PULLING OF PIPE IS NOT PERMITTED. COVERAGE AND ASSURING THE ABSENCE OF LEAKS.REPAIR WATER LINES,VALVES,OR FINISH GRADE AT BUILDING FOUNDATION SHALL BE 6 INCHES MINIMUM BELOW 2. OVER-EXCAVATE TRENCHES 21NCHES AND BRING BACK TO INDICATED DEPTH BY FILLING CONNECTIONS WHICH SHOW EVIDENCE OF LEAKAGE. F NISH FLOOR LEVEL,DIRECT SURFACE DRAINAGE IN MANNER INDICATED ON TWOODISASS ANYOTHMBL OF E TOOLSCH TYPEEQ SPRINKLER. WITH BACKFILL MATERIAL AS SPECIFIED UNDER PART 2-PRODUCTS,SEPARATE OUT 4. ANYPORTION OF THE SYSTEM WHICH SHOWS DEFECTS OR LEAKAGE SHALL BE REPAIRED TO THE lJ DRAWINGS BY MOLDING SURFACE TO FACILITATE NATURAL RUN-OFF OF 5. TWO OF ANY OTHER TOOLS REQUIRED FOR ANY OTHER EQUIPMENT. ROCKS LARGER THAN I-1/2 INCH IN ANY DIRECTION UNCOVERED IN TRENCHING SATISFACTION OF THE ARCHITECT AND THE OWNER OR BE REPLACED.AFTER ALL REPAIRS OR N WATER.FILL LOW SPOTS AND POCKETS WITH TOP SOIL AND GRADE TO DRAIN OPERATION FROM EXCAVATED MATERIAL AND REMOVE FROM AREAS TO RECEIVE REPLACEMENTS HAVE BEEN MADE AND APPROVED BY THE ARCHITECT,THE ABOVE REQUIRED L.I. PROPERLY. MATERIALS LANDSCAPING. TEST SHALL BE MADE AGAIN. - 3. COVER PIPE BOTH TOP AND SIDES WITH 2 INCHES OF BACKFILL MATERIAL AS SPECIFIED IRRIGATION SYSTEMS A. BACKFILL MATERIAL UNDERPART2-PRODUCTS.PLACE ANDCOMPACTREMAINDEROFBACKFILLTOWITHIN N. ADJUSTMENT 1. BACKFILL MATERIAL SHALL CONSIST OF SAND,NATIVE MATERIAL OR TOPSOIL WITH 51NCHES OF FINISH GRADE SHALL BE AS SPECIFIED IN RELATED SECTIONS.TOP 5 1. ADJUST HEADS TO PROPER GRADE WHEN TURF IS SUFFICIENTLY ESTABLISHED TO ALLOW WALKING INCHES OF BACKFILL SHALL BE TOPSOIL AS SPECIFIED IN RELATED SECTION. ON IT WITH OUT APPRECIABLE HARM.SUCH LOWERING OR RAISING OF HEADS SHALL BE PART OF NO ROCKS LARGER THAN}INCH IN ANY DIMENSION.ARCHITECT SHALL APPROVE 4. DO NOT COVER PRESSURE MAIN,SPRINKLER PIPE,OR FITTINGS UNTIL PRESSURE TEST ORIGINAL CONTRACT WITH NO ADDITIONAL COST TO OWNER. SUMMARY ON-SITE MATERIAL FOR BACKFILL OPERATION. HAS BEEN COMPLETED AND ARCHITECT HAS INSPECTED AND APPROVED THE SYSTEM. 2. ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION AND TRIM SO SPRAY DOES NOT FALL ON 2. IMPORTED BACKFILL MATERIAL,AS REQUIRED,SHALL BE CLEAN SOIL,FREE FORM BUILDING. D A. THIS SECTION INCLUDES PIPING,VALVES,SPRINKLERS,LAWN SPRINKLER SPECIALTIES, ORGANIC MATERIAL,TRASH,DEBRIS,RUBBISH,BROKEN CEMENT,ASPHALT B. EXCAVATION BEYOND EXCAVATION LIMITS 3. ADJUST WATERING TIME OF VALVES TO PROVIDE PROPER AMOUNTS OF WATER TO ALL PLANTS. CONTROLS,AND WIRING. MATERIAL,OR OTHER OBJECTIONABLE SUBSTANCES AND APPROVED BY THE 1. WHERE IT BECOMES NECESSARY TO EXCAVATE BEYOND THE LIMITS OF NORMAL ARCHITECT. EXCAVATION LINES IN ORDER TO REMOVE ROCK OR OTHER INTERFERING OBJECTS, O. CLEAN-UP SYSTEM DESCRIPTION THE VOID REMAINING AFTER THE REMOVAL OF THE OBJECT SHALL BE BACKFILLED 1. REMOVE FROM SITE ALL DEBRIS RESULTING FROM WORK OF THIS SECTION. B. DRAINAGE FILL MATERIAL WITH SUITABLE MATERIAL AND COMPACTED AS PER THE"EARTHWORK"SECTION AND 1. A. PROVIDE UNDERGROUND IRRIGATION SYSTEM DESIGN AND INSTALLATION WASHED,EVENLY GRADED MIXTURE OF CRUSHED STONE,OR CRUSHED OR THIS SPECIFICATION SECTION.THE REMOVAL OF ALL ROCK OR OTHER INTERFERING REQUIRED DIN RUSHED GRAVEL,WITH 100%PASSING A 1-112'SIEVE AND NOT MORE THAN OBJECTS AND THE BACKFILLING OF VOIDS LEFT BY SUCH REMOVALS SHALL BEAT THE FOR ALL LANDSCAPING.DESIGN SYSTEM AS REQUIRED ACHIEVE FULL,EVEN COVERAGE EXPENSE OF THE CONTRACTOR. WITHOUT SPRAYING ONTO BUILDINGS,SIDEWALKS,FENCCEES,ETC. 5%PASSING A NO.d SIEVE. B. CONTRACTOR SHALL VERIFY AVAILABLE PRESSURE(PSI)AND FLOW(GPM). C. SLEEVING 1. CONTRACTOR IS RESPONSIBLE TO COORDINATE THE INSTALLATION OF THE SLEEVING CITY APPROVED PLANS DEFINITION WITH THE WORK IN OTHER TRADES,(I.E.,CONCRETE,ASPHALT PAVING,ETCE n.vaww� 2. SLEEVE 6INCH IS MI IMID MUM BEYOND WIRES UNDER WALKS AND PAVING EXTEND PLANS MUST BE ON JOB SITE A. CIRCUIT PIPING:DOWNSTREAM FROM CONTROL VALVES TO SPRINKLERS,SPECIALTIES,AND SLEEVESD WIRES MINIMUM BEYOND WALK LE PAVEMENT EDGE.CAP SLEEVES UNTIL DRAIN VALVES.PIPING IS UNDER PRESSURE DURING FLOW. PIPES AND WIRES ARE INSTALLED TO KEEP SLEEVE CLEAN AND FREE OF DIRT AND FOR All INSPERIONS B. DRAIN PIPING:DOWNSTREAM FROM CIRCUIT-PIPING DRAIN VALVES.PIPING IS NOT UNDER DEBRIS. PRESSURE. 3. USE ONE WATER PIPE MAXIMUM PER SLEEVE.SLEEVE CONTROL WIRING IN SEPARATE C. IRRIGATION MAIN PIPING:DOWNSTREAM FROM POINT OF CONNECTION TO WATER SLEEVE. DISTRIBUTION PIPING TO INCLUDING CONTROL VALVES PIPING IS UNDERWATER 4. POSITION SLEEVES WITH RESPECT TO BUILDINGS AND OTHER OBSTRUCTIONS SO PIPE DISTRIBUTION SYSTEM PRESSURE, CAN BE EASILY REMOVED. PAGE 15 HA12024Md-10484-24e1evate acatlemy(tl)-harnson siteWrolect data\02 CAD\2.D3 sheet files\oonstrudon dm,mgMsite plan\L.1.0_SITE LANDSCAPE PLAN.d g-L.3.0 IRRIGATION PERFORMANCE SPECIFICATIONS-4/21/2025 09:11am,Ni&.Cmft age 99 O MUSGROVE ENGINEERING,P.A. z3a s.wnrsPar..'ooa war 55\ONAL FNa ( 0oiu,LD 83'!09 208.3M.0585 U5 wm 251h S,-,,daho 133ri 7 A I Falh,ID 83402 208.523.2M2 2/132025 t� MPROJECT22-m FOF/A.. R\ MECHANICAL ABBREVIATIONS MECHANICAL AND PLUMBING DRAWINGS LEGEND ENERGY CODE COMPLIANCE A/C or AC AIR CONDITIONING KW KILOWATT FLEXIBLE DUCTWORK THREE WAY CONTROL VALVE A. COMPLIANCE WITH THE LATEST ADOPTED EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE IS REQUIRED FOR THIS AFF ABOVE FINISHED FLOOR KWH KILOWATTHOUR AHU AIR HANDLING UNIT PROJECT.THESE NOTES COVER MANDATORY REQUIREMENTS OF THE CODE.ADDITIONAL REQUIREMENTS ARE NOTED ON THE AMEEATING,REFRIGERATION,AND AIR DRAWINGS AND IN THE SPECIFICATIONS. ASHRAE LAT LEAVING AIR TEMPERATURE CONDITIONING ENGINEERS DUCTWORK TWO WAY CONTROL VALVE LAV LAVATORY B. MINIMUM REQUIREMENTS FOR SUPPLY AND RETURN DUCTWORK INSULATION: BTU BRITISH THERMAL UNITS LEED LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN DUCTWORK BREAK PRESSURE REDUCING VALVE BTUH BTUS PER HOUR LWI LEAVING WATER TEMPERATURE 1.R-6:DUCTS LOCATED IN UNCONDITIONED SPACES(SPACE NEITHER HEATED NOR COOLED SUCH AS ABOVE CEILING SPACES, CA COMBUSTION AIR MAX MAXIMUM O DUCTWORK OR PIPING RISE D4 GATE VALVE WALL SPACES,DUCT CHASES,SOFFITS,ATTICS,CRAWL SPACES,UNHEATED BASEMENTS,AND UNHEATED GARAGES). CC COOLING COIL MCA MINIMUM CIRCUIT AMPS 2.R8:DUCTS LOCATED OUTSIDE OF THE BUILDING'S INSULATION ENVELOPE(SUCH AS ABOVE THE ATTIC INSULATION). CFM AIR FLOW RATE CUBIC FEET PER MINUTE MOCP MAXIMUM OVERCURRENT PROTECTION CONCENTRIC SQUARE TO ROUND REDUCER CHWR CHILLED WATER RETURN MIN MINIMUM TRANSITION CHWS CHILLED WATER SUPPLY TYPICAL INSULATION THICKNESS REQUIRED TO MEET THESE REQUIREMENTS: CLG CEILING NC NOISE CRITERIA o--- MOTORIZED DAMPER GLOBE VALVE CW COLD WATER NFPA NATIONAL FIRE PROTECTION ASSOCIATION 1.FIBERGLASS DUCT WRAP:R-6,R-8. MS NOT TO SCALE -- MANUAL VOLUME DAMPER BALL VALVE DEG or° DEGREE 2.FIBERGLASS DUCT LINER:R-6,R-8. DIAorO DIAMETER OSA OUTSIDEAIR SPIN-IN FITTING W/AIR EXTRACTOR AND DB DRY BULB +I BUTTERFLY VALVE PD PRESSURE DROP AIRFLOW HAND DAMPER HHH---NNW C. CONTRACTOR SHALL VERIFY WITH THE MANUFACTURER,THE R-VALUES OF THE ACTUAL INSULATION USED.R-VALUES SHALL BE EA EXHAUST AIR PH or PHASE INSTALLED VALUES. EAT ENTERINGAIRTEMPERATURE PRV PRESSURE REDUCING VALVE ' �p EER ENERGY EFFICIENCY RATIO AIRFLOW HIGH EFFICIENCY FITTING W/HAND DAMPER (pJ IFm11 d\i BALANCE VALVE D. WHERE DUCTS USED FOR COOLING ARE EXTERNALLY INSULATED,THE INSULATION SHALL BE COVERED WITH AVAPOR RETARDER ESP EXTERNAL STATIC PRESSURE RA RETURN AIR LL�W W-I HAVING A MAXIMUM PERMEANCE OF 0.05 PERM OR ALUMINUM FOIL HAVING A MINIMUM THICKNESS OF 2 MILS.INSULATION HAVING EWT ENTERING WATER TEMPERATURE RPM REVOLUTIONS PER MINUTE SWITCH (V CHECKVALVE PERMEANCE OF 0.05 PERMS OR LESS SHALL NOT BE REQUIRED TO BE COVERED.ALL JOINTS AND SEAMS SHALL BE SEALED TO RTU ROOFTOP UNIT MAINTAIN THE CONTINUITY OF THE VAPOR RETARDER. FCO FLOOR CLEANOUT FD FIRE DAMPER SA SUPPLYAIR QT THERMOSTAT ��EC-0 FLOOR CLEANOUT E. ALL DUCT JOINTS,SEAMS,AND CONNECTIONS SHALL BE FASTENED AND SEALED WITH WELDS,GASKETS,ADHESIVES, FLA FULL LOAD AMPS SEER COMBISEASONALONERGYEFFICIENCY RATIO MASTIC-PLUS-EMBEDDED-FABRIC SYSTEMS,OR TAPES.TAPES AND MASTICS SHALL BE LISTED AND LABELED PER UL181A OR FLR FLOOR SFD STATIC PRESSURE DAMPER © HUMIDISTAT ���WCO WALL CLEANOUT UL181B.DUCT TAPE IS NOT PERMITTED AS A SEALANT ON ANY METAL DUCTS.DUCT CONNECTIONS TO FLANGES OR EQUIPMENT FPM FEET PER MINUTE SP STATIC PRESSURE FT FEET SYM SYMBOL QS TEMPERATURE SENSOR GCO GRADE CLEANOUT SHALL BE SEALED AND MECHANICALLY FASTENED. GA GAUGE T&P TEMPERATURE AND PRESSURE F. MINIMUM REQUIREMENTS(THICKNESS)FOR PIPING INSULATION SHALL BE AS FOLLOWS: GCO GRADE CLEANOUT TEMP TEMPERATURE CARBON DIOXIDE SENSOR T WATER HAMMER ARRESTOR GPM WATER FLOW RATE GALLONS PER MINUTE TYP TYPICAL FLUID NOMINAL PIPE DIAMETER HC HEATING COIL UPC UNIFORM MECHANICAL CODE CARBON MONOXIDE SENSOR FLOOR DRAIN 112"T01 112" 2'AND ABOVE '�HP HORSE POWER UPC UNIFORM PLUMBING CODE 1.REFRIGERANT SEE SPECIFICATIONS HVAC HEATING VENTILATING AIR CONDITIONING URL URINAL �0 NITROUS OXIDE SENSOR �® �® FLOOR SINK HW HOT WATER THE ABOVE INSULATION IS BASED ON HAVING CONDUCTIVITY NOT EXCEEDING 0.27 BTU-INCH/HOUR-FT2-*F. HWR HOT WATER RETURN VTR VENT THROUGH ROOF HWS HOT WATER SUPPLY V VOLTS SD DUCT SMOKE DETECTOR GAS PRESSURE REGULATOR WI GAS COCK G. DOMESTIC HOT WATER PIPING SYSTEMS SHALL BE INSULATED WITH V INSULATION HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 BTU-INCH/HOUR-FT2-'F. This document is the IBC INTERNATIONAL BUILDING CODE W/ WITH property of erstad IEEC INTERNATIONAL ENERGY CONSERVATION CODE WB WET-BULB COMBINATION SMOKEIFIRE DAMPER PRESSURE RELIEF VALVE H. DOMESTIC WATER HEATERS WHICH ARE NOT PROVIDED WITH INTEGRAL HEAT TRAPS AND SERVE NONCIRCULATING SYSTEMS ARCHITECTS and is IFC INTERNATIONAL FIRE CODE WC WATER CLOSET SHALL BE PROVIDED WITH HEAT TRAPS ON THE SUPPLY AND DISCHARGE PIPING AT THE WATER HEATER. protected by U.S. and IFGC INTERNATIONAL FUEL GAS CODE WCO WALL CLUNOUT international laws. Use, IMC INTERNATIONAL MECHANICAL CODE I WH WATER HEATER FIRE DAMPER f o VENT-THROUGH-ROOF I. DOMESTIC HOT WATER SYSTEMS WITH RECIRCULATION PUMPS OR ELECTRIC HEAT TRACE SHALL BE CONTROLLED WITH 7-DAYTIME reproduction, or !PC INTERNATIONAL PLUMBING CODE /� CLOCK& modification of this document without first NOTE: THIS IS A STANDARD LIST OF COMMONLY USED MECHANICAL ABBREVIATIONS.SOME OF THE ABBREVIATIONS SHOWN ABOVE MAY SMOKE DAMPER -4 VENT J. AN OPERATING AND MAINTENANCE MANUAL SHALL BE PROVIDED PRIOR TO ISSUANCE OFACERTIFICATE OF OCCUPANCY.THE O&M obtaining written NOT BE USED IN THIS DRAWING PACKAGE. MANUAL SHALL CONTAIN THE FOLLOWING INFORMATION AS A MINIMUM: permission of erstad EQUIPMENT CALLOUT { SOIL,WASTE,OR SANITARY SEWER ARCHITECTS is prohibited. # 1.EQUIPMENT CAPACITY(INPUT&OUTPUT). This document may not be used in any unauthorized TURNING VANES �AW� ACID WASTE LINE 2.EQUIPMENT OPERATING AND MAINTENANCE INSTRUCTIONS. manner. ®2022 INTAKE OR EXHAUST AV-- ACID VENT LINE 3.CONTROL SYSTEM MAINTENANCE AND CALIBRATION INFORMATION,INCLUDING WIRING DIAGRAMS,SCHEMATICS,AND -- CONTROL SEQUENCES. MECHANICAL GENERAL NOTES DIRECTION OF AIRFLOW LSD STORM DRAIN 4.CONTROL SYSTEM SETPOINTS SHALL BE SHOWN ON CONTROL DRAWINGS,AT CONTROL DEVICES,OR IN PROGRAMMING COMMENT ON DDC SYSTEMS. 1. ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE ® re SUPPLY DIFFUSER RD ROOF DRAIN LINE (IMC)LATEST EDITION,AND ALL LOCAL&STATE CODES. ® 5.A COMPLETE WRITTEN NARRATIVE ON HOW EACH MECHANICAL SYSTEM IS INTENDED TO OPERATE. y/ O R-x M 2. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST ADOPTED IDAHO PLUMBING xo RETURN GRILLE OD OVERFLOW DRAIN LINE CODE,AND ALL LOCAL&STATE CODES. ® cFN 00 EXHAUST GRILLE BCD � CONDENSATE DRAIN LINE �� 3. ALL MECHANICAL AND PLUMBING EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. 4. MECHANICAL CONTRACTORS SHALL RECEIVE PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER BEFORE MAKING CUTS ® cErn FLOOR GRILLE - DOMESTIC COLD WATER(CM THROUGH ANY STRUCTURAL MEMBER. ® N -- 5. MECHANICAL CONTRACTORS SHALL COORDINATE INSTALLATION WITH CONSTRUCTION SUPERVISOR AND WITH ALL OTHER CEILING EXHAUST FAN DOMESTIC HOT WATER(HW) TRADES TO AVOID CONFLICTS. TEMPERATURE GAUGE DOMESTIC HOT WATER RETURN(HWR) 6. THE MECHANICAL CONTRACTORS SHALL VERIFY MOTOR VOLTAGES WITH THE ELECTRICAL DRAWINGS BEFORE ORDERING PRESSURE GAUGE(LIQUID FILLED WI �TW C MOTORIZED EQUIPMENT AND CONTROLS. ISOLATION VALVE) TEMPERED WATER(TW) 7. SEE MECHANICAL SCHEDULE SHEET FOR SCHEDULED CAPACITIES OF ALL MECHANICAL EQUIPMENT AND MATERIALS SPECIFIED. TS � TEMPERATURE SENSOR(DUCT OR PIPING) MPG MEDIUM PRESSURE NATURAL GAS 8. DOMESTIC WATER SERVICE IS PROVIDED WITH A DOUBLE CHECK BACKFLOW PREVENTER. 9. ALL MECHANICAL EQUIPMENT TO BE PROPOSED MUST BE ON THE APPROVED LIST PRIOR TO SUBMITTALS.ALL APPROVED FS FLOW SWITCH G LOW PRESSURE NATURAL GAS MANUFACTURERS MUST BE CAPABLE OF MEETING THE REQUIREMENTS OF THE SPECIFIED EQUIPMENT. STAINLESS STEEL BRAIDED FLEX o O 10. RUNOUT AND HOOKUP SIZES TO INDIVIDUAL PLUMBING FIXTURE CAN BE FOUND ON THE PLUMBING FIXTURE SCHEDULE. CONNECTION F FIRE SPRINKLER LINE L 11. PROVIDE REMOTE CEILING ACCESS BALANCE DAMPERS WITH CONCEALED CHROME PLATE COVERS FOR BALANCE DAMPERS ELASTOMETRIC FLEX CONNECTOR GWS GEOTHERMAL WATER SUPPLY LOCATED ABOVE HARD CEILINGS. GWR GEOTHERMAL WATER RETURN �/� 12. PAINT ALL VTR'S,FLUES,EXHAUST CAPS,AND OTHER MECHANICAL ITEMS ON THE ROOF TO MATCH THE ROOF COLOR. SUCTION DIFFUSER CD 13. INSULATED FLEXIBLE DUCTWORK MAY BE USED FOR RUNOUTS TO GRILLES AND DIFFUSERS,IN LENGTHS OF 6'-0"OR LESS. 'Y' Y TYPE STRAINER(1 112'OR LARGER CWS CHILLED WATER SUPPLY o PROVIDED WI BLOW DOWN VALVE) 14. MAINTAIN MINIMUM OF 10'-0"DISTANCE BETWEEN ALL FRESH AIR INTAKES AND EXHAUST OR GAS FLUE DISCHARGES. FLOW DIRECTION CWR CHILLED WATER RETURN ♦. 15. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL BACKFLOW DEVICES TO BE INSPECTED BY CERTIFIED BACKFLOW L TECHNICIAN BEFORE THE USE OF THE BUILDING POTABLE WATER SYSTEM. DEMOLITION(EQUIPMENT TO BE REMOVED CS CONDENSER WATER SUPPLY `J 16. LOCATE ACCESS HATCHES SO AS TO PROVIDE OPTIMUM SERVICEABILITY TO EQUIPMENT AND/OR VALVING.SEE ARCHITECTURAL NEW TO EXISTING CONNECTION POINT �CR� CONDENSER WATER RETURN I�{/� SPECIFICATION FOR TYPE AND COLOR.COORDINATE LOCATION WITH STRUCTURAL&LIGHTING. (E) EXISTING HWS HEATING WATER SUPPLY r 17. WHENEVER THERE IS A DISCREPANCY BETWEEN THE RUNOUT DUCT SIZE SHOWN ON THE PLANS AND THAT SHOWN IN THE (F) FUTURE �HWR� HEATING WATER RETURN N SCHEDULE,ALWAYS USE THE LARGER OF THE TWO DUCT SIZES. 18. MECHANICAL CONTRACTOR IS TO VERIFY ALL FIELD CONDITIONS PRIOR TO FABRICATING ANY DUCTING. (N) NEW L LIQUID REFRIGERANT LINE m REDUCED PRESSURE BACKFLOW PREVENTER S SUCTION REFRIGERANT LINE ® DOUBLE CHECK BACKFLOW PREVENTER SLOPE PIPE IN DIRECTION OF ARROW 0 UNION J�� PIPE ANCHOR revision: AIRVENT IPEGUIDE no. desc. date TRIPLE DUTY VALVE J CAP WWW--ill THIS IS A LIST OF COMMONLY USED MECHANICAL AND PLUMBING SYMBOLS.SOME OF THE SYMBOLS SHOWN ABOVE NOTE: MAY NOT BE USED IN THIS DRAWING PACKAGE. CITYIAPPROVED PLANS project: 231106 PLANSM BE ONlORsITE date: 02.11.2025 FOR ALL INBPERIONB permit set mechanical cover sheet m0.01 Page 100 of 180 MUSGROVE ENGINEERING,P.A. z34 s.wndD1137dwar 55\oNAL [io FNa ( iu,ID83709 F� 1SST 208.384.0585 / 615 wm 25rh S,-,,340 133r17 A Idaho Fid,ID 82 208.523.2862 2/132025 t� PRo3EmaECT2dra �11E, m �TFOF/A.. R\ H i ENERGY CODE COMMISSIONING COMPLIANCE NOTES SECTION 408.2.5 DOCUMENTATION REQUIREMENTS IT SHALL BE THE COMMISSIONING AGENTS RESPONSIBILITY TO PROVIDE ALL BELOW NOTED DOCUMENTS WITHIN 90 DAYS OF CERTIFICATE OF OCCUPANCY: A. AS-BUILT DRAWINGS-DRAWINGS SHALL INCLUDE THE LOCATION AND PERFORMANCE DATA OF ALL PIECES OF MECHANICAL EQUIPMENT. A.1. AS BUILT DRAWINGS TO BE FURNISHED TO THE COMMISSIONING AGENT BY THE MECHANICAL CONTRACTOR. B. OPERATING AND MAINTENANCE MANUALS-MANUALS SHALL INCLUDE THE FOLLOWING: 1. SUBMITTAL DATA ON ALL PIECES OF EQUIPMENT REQUIRING MAINTENANCE. ///��/� COMcheck software Version 4.1.5.5 ouantlty systen Type aDescnpgm 2. MANUFACTURER'S OPERATIONS AND MAINTENANCE DATA ON ALL PIECES OF EQUIPMENT.ROUTINE MAINTENANCE ACTIONS SHALL BE E., I HVAC SYssem 61Sagte zone). CLEARLY IDENTIFIED, Mechanical COmFn-�liance Certificate Hwbng-.twith Other.Gas,CalN3 kBWh 3. NAME AND ADDRESS AND PHONE NUMBER OF OF AT LEAST ONE(1)SERVICE PROVIDED, L" NonwwnonemoenayrewrnnwrsappI_ 4. MECHANICAL CONTROL SYSTEMS MAINTENANCE AND CALIBRATION INFORMATION INCLUDING WIRING DIAGRAMS,EQUIPMENT AND SYSTEM Fan System'None SCHEMATICS,AND CONTROL SEQUENCES OF OPERATIONS.DESIRED OR FIELD DETERMINED SETPOINTS SHALL BE PERMANENTLY RECORDED ON CONTROL DRAWINGS AT ALL CONTROL DEVICES,OR FOR DIGITAL CONTROL SYSTEMS,IN THE SYSTEM PROGRAMMING INSTRUCTIONS. Project Information Mechanical Complianq Stalamtmt 5. A NARRATIVE ON HOW EACH MECHANICAL SYSTEM IN INTENDED TO OPERATE,INCLUDING RECOMMENDED SETPOINTS. Energy Cods, 2018IECC .'nmisiff-e Statement The proposed mechaotal design represented In this document is consistent with the building plans. vmiod Tin. Eievale Acadwny specifications,and other calculations submitted with Mrs permit apptitabon.The proposed n-hanica)systems have been C. SYSTEM BALANCE REPORT-REPORT SHALL BE INCOMPLIANCE WITH IECC 408.2.2 AND INCLUDE THE FOLLOWING :-igned to meet the 20181ECC requirements in CONlcheck version 4.1.5.5 and to comply with any applicatte mandatory Location Twit Fags Idatw nquin ments listed in the Inspe"ion Checklist. 1. ALL AIR SYSTEMS BALANCED.THIS SHALL INCLUDE ALL AIR OUTLETS.SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH IMC CHAPTER C- Tyne New Conawcpm Jason Rice-PE .._,_f.=� 2/13/2024 6.AND IECC SECTION C408.2.2 me- tt i)iggn.Ture 2 Dete, This document is the 2. ALL HYDRONIC SYSTEMS BALANCED.THIS SHALL INCLUDE ALL HYDRONIC BALANCING VALVES.EACH SYSTEM SHALL BE PROPERLY property of erstad BALANCED TO MINIMIZE THROTTLING LOSSES,AND THEN THE PUMP IMPELLER SHALL BE TRIMMED OR PUMP SPEED SHALL BE ADJUSTED TO Cmsrnaaion 54e amenagent Om9nerlCarradoo ARCHITECTS and is MEET DESIGN FLOW CONDITIONS. HYDRONIC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH IMC CHAPTER 6.AND IECC SECTION Twin Fats,ID Musgrove Enguwenng protected by U.S. and C408.2.2.2. 2345 vmaperwood way international laws. Use, Additional Efficiency Package(s) Boise.to 83709 reproduction, or D. FINAL COMMISSIONING REPORT-A REPORT OF TEST PROCEDURES AND RESULTS IDENTIFIED AS THE"FINAL COMMISSIONING REPORT"SHALL BE 208-384-0585 modification of this DELIVERED TO THE BUILDING OWNER.THE REPORT SHALL INCLUDE THE FOLLOWING: document without first Cradns t.ORowrma 10P.-o obtaining written 1. LIST OF FUNCTIONAL TESTS USED DURING THE COMMISSIONING PROCESS ON EACH PIECE OF EQUIPMENT. Redu-sa ugmmg Power.I a r adn permission of erstad 2. RESULTS OF ALL FUNCTIONAL TESTS ON ALL PIECES OF EQUIPMENT. ARCHITECTS is prohibited. 3. LIST OF DEFICIENCIES FOUND AND CORRESPONDING CORRECTIVE MEASURES EITHER IMPLEMENTED OR PROPOSED ON EACH PIECE OF M m Li Mechanical Systems List This document may not be EQUIPMENT. used in any unauthorized Querltlry System Type PS6 a zone) manner. 02022 4. LIST OF EQUIPMENT NOTABLE TO BE FUNCTIONALLY TESTED DUE TO CURRENT CLIMATE CONDITIONS.THESE PIECES OF EQUIPMENT WILL ea Hvne sysoem+ISrgie Zone). FUNCTIONALLY TESTED ONCE CLIMATE CHANGES ALLOW. HasoN 23 earn-Omar Gas,Capacey=115 1,81ati SECTION 408.2.1 COMMISSIONING REQUIREMENTS No mnmum emuency rewinnw,t"I.- Codmg 23 with-Sing%Package OX Una.CApaosy=45 k9PsVh,AirCmlednansa Cana-Ar Ecawrnuer PRIOR TO PASSING THE FINAL MECHANICAL INSPECTION,THE REGISTERED DESIGN PROFESSIONAL(OR OTHERWISE APPROVED INDIVIDUAL)SHALL PROVIDE Proposed EAaonty=u Oo SEER.Rowre4 Ea¢Nr1cy N 00 SEER EVIDENCE OF THE MECHANICAL SYSTEMS COMMISSIONING AND COMPLETION IN ACCORDANCE WITH THE BELOW NOTED REQUIREMENTS: Fan System-None T HVAC System 2lSrgie Zone)'. A. COMMISSIONING PLAN-A COMMISSIONING PLAN SHALL BE DEVELOPED BY A REGISTERED DESIGN PROFESSIONAL(OR OTHERWISE APPROVED Hohng.7 with ohm.Gas.Capaary=120 keknh INDIVIDUAL)AND SHALL INCLUDE THE FOLLOWING: No mnmrm.m.on,rawirenwnt app- O Cooling/na+dr-Singe Paduge D%Urw.Cap.ly=57 k8tuh.AlCoated Cmdmuar,Air Emnains- M 1. A NARRATIVE OF THE ACTIVITIES THAT WILL BE ACCOMPLISHED DURING EACH PHASE OF THE COMMISSIONING PROCESS,INCLUDING THE Pmp)wa Ef s v y=1400 SEER Rewsw Emcwrvy-14 OD SEER M NECESSARY INTENDED TO ACCOMPLISH EACH OF THE ACTIVITIES IN THE COMMISSIONING PROCESS DURING EACH PHASE. Fan synem:None 2. A LISTING OF THE MECHANICAL EQUIPMENT,APPLIANCE,OR SYSTEMS INTENDED TO BE COMMISSIONED ALONG WITH AN EQUIPMENT 2 HVAC System 315agte Zone) 00 SPECIFIC NARRATIVE ON THE TESTS FOR EACH SPECIFIC MECHANICAL EQUIPMENT,APPLIANCE,OR SYSTEM. Heating 2 with olheo Gas.Cony=224 k8Emh 3. A LISTING OF THE FUNCTIONS TO BE TESTED ON EACH MECHANICAL EQUIPMENT,APPLIANCE,OR SYSTEM.FUNCTIONAL TESTING SHALL No---eM.-Y reW.-appin INCLUDE COMPLETE CALIBRATION ON ALL COMPONENTS,CONFIRMATION OF ALL APPLICABLE MODES OF OPERATION INCLUDING BUT NOT coamg.2--Sr ge gte Pooka Dz ww.Capaaly=e6 k8toh.Ar-Cooke CondHuar.Arc Emnomxs LIMITED TO HEATING,COOLING,VENTILATION,AND ECONOMIZER. Pmposod Er000ncy=12.00 EER,Raqured Enrooncy I 00 PEER•12.6 PEER 4. CONDITIONS UNDER WHICH THE ABOVE NOTED TESTS ARE TO BE PREFORMED.IF CLIMATE CONDITIONS PROHIBIT THE FUNCTIONAL Fen Syelam None is TESTING OF CERTAIN MODES OF OPERATIONS,THEN THOSE SPECIFIC TESTS MAY BE POSTPONED UNTIL SUCH CLIMATE CONDITIONS z Hvac syekem 4lSrgie Zonef ALLOW FOR CORRESPONDING TESTS. Noterg:2 wim�Dm a er.Gas. p=ty=240 kB wh 5. MEASURABLE PASS/FAIL CRITERIA FOR ALL FUNCTIONAL TESTS. Nommmran emaemy rewinment apP'- }S r Caoltng.2 aafp-Srgie Paduge Dk um Capsaly=140 k8Wrh.airCooled Condo war Ar Ecapmaer B. SYSTEM ADJUSTING AND BALANCING-THE ENTIRE MECHANICAL SYSTEM SHALL BE BALANCED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND Proposed El6pmcy=12 20 EER.Regwad Eenency 10,00 PEER•12,21EER THE FOLLOWING: Fan System-None 1. ALL AIR SYSTEMS BALANCED.THIS SHALL INCLUDE ALL AIR OUTLETS AND ZONE TERMINAL DEVICE.SYSTEMS SHALL BE BALANCED IN 4 HVAC Sye 6/Sagie Zone). ACCORDANCE WITH IMC CHAPTER 6.AND IECC SECTION C408.2.2.1. C-9 4 odr Sole system,capaory=12 mtu».A,-Cmra Coneerwsr,No Eomvnder.Emnamao esanpbm:Nme 2. ALL HYDRONIC SYSTEMS BALANCED.THIS SHALL INCLUDE ALL HYDRONIC BALANCING VALVES.EACH SYSTEM SHALL BE PROPERLY Prop sed Elkowicy=19.00 SEER Rsasi a Emcwr.cy 13.00 SEER Fan System-Now BALANCED TO MINIMIZE THROTTLING LOSSES,AND THEN THE PUMP IMPELLER SHALL BE TRIMMED OR PUMP SPEED SHALL BE ADJUSTED TO � YO ate MEET DESIGN FLOW CONDITIONS.HYDRONIC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH IMC CHAPTER 6.AND IECC SECTION I HVAC SysE6m 715mgie Zore) C408.2.2.2. Hwibrg�1 wicn-Otter,Gas,capaory=373 k&oh 3. ALL CONTROLS SHALL BE CALIBRATED AND ADJUSTED TO ENSURE PROPER SEQUENCE OF OPERATIONS IN ACCORDANCE WITH APPROVED No mnmoo emow,ny rewiwment apples }F L PLANS AND SPECIFICATIONS. Fan Sysem:wine 4. ALL ECONOMIZERS SHALL BE ADJUSTED TO OPERATE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. Pro)ect Title Eievate Academy Report date:OIJ23R4 Protect Title- Ebvay Academy 0.eporc date:01123J24 C. PRELIMINARYPRELIMINARY COMMISSIONINGREPORT-A PRELIMINARY REPORT OF COMMISSIONING TEST PROCEDURES AND RESULTS SHALL BE COMPLETED AND Data filename P'%Fden202312342gCALC%MECH123424 MKhanical-Compliance.cck Page 1 of 14 Day filename: P:4FdP n2023k234243CALC"ECM23424 Mechanical Camplbnce.cck Page 2 of 14CD CERTIFIED BY THERE, DESIGN PROFESSIONAL(OR OTHERWISE APPROVED INDIVIDUAL)AND PROVIDED TO THE BUILDING OWNER.THE REPORT SHALL INCLUDE THE FOLLOWING: O 1. LIST OF DEFICIENCIES FOUND DURING THE TESTING REQUIRED BY THE COMMISSIONING PLAN THAT HAVE NOT YET BEEN CORRECTED AT THE TIME OF THE REPORT. 2. LIST OF EQUIPMENT OR SYSTEMS NOTABLE TO BE FUNCTIONALLY TESTED DUE TO UNFAVORABLE CURRENT CLIMATE CONDITIONS.THESE 4/t�a�+ PIECES OF EQUIPMENT AND SYSTEMS WILL BE FUNCTIONALLY TESTED ONCE CLIMATE CHANGES ALLOW.TESTING IS DEFERRED UNTIL V CLIMATE CONDITIONS ALLOW PROPER TESTING. O 3. DESCRIPTION OF NECESSARY CLIMATE CONDITIONS REQUIRED FOR FUNCTIONAL TESTING OF DEFERRED EQUIPMENT AND OR SYSTEMS. 0 " THE BUILDING,OR PORTION THEREOF,SHALL NOT PASS THE FINAL MECHANICAL INSPECTION UNTIL SUCH TIME AS THE CODE OFFICIAL HAS RECEIVED A LETTER OF TRANSMITTAL FROM THE BUILDING OWNER ACKNOWLEDGING THAT THE BUILDING OWNER HAS RECEIVED THE PRELIMINARY r COMMISSIONING REPORT.THE CODE OFFICIAL MAY REQUIRE A COPY OF THE PRELIMINARY REPORT FOR REVIEW. N to revision: no. desc. date project: 231 106 date: 02.11.2025 permit set CITY APPROVED PLANS Reviewed for Code Compliance mechanical PLANS MUST BE ON JOB SITE comcheck FOR ALL INSPECTIONS m0.02 Page 101 of 180 MUSGROVE ENGINEERING,P.A. SXONAL F 234 S.3a'nispee -I w47 �5 N eo ,11383709 208.384.0585 .5-25.s-, a 133 7 A 1a .Fes,M 8340 z 208.523.2862u5rc . s 4/21/2015 PROJECT 22414 ✓,9TgTF oF Q- A. R C Z ZONE 15 ZONE 14 ZONE 12 ZONE 10 ZONE 8 � _ J r ZONE2 099, I V I 0 --------�� yi ZONE 16 Fz= MUSGROVE ENGINEERING PA F L�Z ' ZONE 13 N 9 ZONE 7 xxalMa5PE1tW000 1rAr 904sE IOA108a7'aa Z0114, ary R; 1wa69ACed9mY 43se Ctr40-5 I r/1tIw .6 1N ` ZONE 1 43a1lwTeo By: JAR DA,E 1 234tw T4 CM ar JAR t Lde of melt Tdd COON" Unn SNNL1Mn �Ia c0o0n9 LoOd Load au � - � ZONE 17 aeewwlLe KOOK a21M ksF STUN .11. s43.NpM1AL r08 T' NUMBER Oc OSA TONG am FT. 11D4.4tTLOLTO,M I ONWAL TON P9Qft5 r -R 2 Reoption 10, 35e Me 3 6.t95 7.318 0.5 603.4 4 P21 3 OR.w . 124 3 71 1 178 Z 459 0.2 SM t 1 4 Off-103 120 $300 2 4,174 4,455 04 3446 1 D11oc104 too 424e 1 Selo 4.091 03 z9sa 5 Calk Fb 11 190 6.232 2 7.Sam 7.361 0.6 309.9 first floor mechanical zoning plan .'NbA R11an,05 t72 6232 5606 6387 0.5 3242 7 /�a 1etice t r, , o , . .1. , , In r ' 19G4ew toe9M 40203 13 94.fe0 99,7T:� e.3 114A 20 10 gCMn 11 h360 46566 14 620 7I16 7.6 131.5 1• 1/16"=1,-0" 11 SRO 110 3255 1 2511 3,07: 03 4297 ) 12 Settle,Ill 113 3.350 1 2551 3.1% 0. 4633 21 13 Ca w 11 +292 112,661 24 26,212 25,212 2.2 1964.9V30 322 This document is the 145L.th 019d.119 W 52,933 16 27,451 35 a66 3.0 281.4 -01 property of erstad 5 Is 1 I W 41 ARCHITECTS and is 165etealn Grapy IZI fat 02.933 16 274•1 35FW. 3.0 2814501 protected by U.S. and 17543N141O&ad4122 541 52933 16 - 37.BD5 3.2 266.9S01 international laws. Use, 18 S*~Ih Gra1dt 123 14, 52,233 16 35ahc 30 2814501 reproduction, or t9 rsUe1 MI 1 7. 3. 9 120 On.&125 141 52.903 16 35B86 3.0 281A501 modifiCatw h this document ithout first 21 OrodA t26541 52 3 16 37a05 32 2869Sot22 elldcta Am1126 1Tda 779a3 23 4 - 54,992 4a 2544 .0 obtaining written 23 Buiontss 129 819 51.144 15 38.02c. 1.z 256.5 2R 495 permission of erstad ARCHITECTS is prohibited. 24 GenIVI Amw 127 1166 76739 23 5424E 4.5 257.9 4• 687 25 Ilr-bMU1N P-133 266 14213 4 - 1012C. O.a 314.2 li 'is This document may not be 26 1 4 1 21 1 3 used in any unauthorized manner. ®2022 27 Nlim Qmm o03 841 5503T t6 37.72e 1+ 267.5 3n Sol 28 Nnl6 Clam 204 84t 55 037 16 24E 257.1 3n 501 F 29 Teal CIetM 205 M3 551X7? 18 � 97.7Y. 2B7 5 :lu 501 30 Tenth Tads 206 84' 55IX1T 16 A, 257.1 30 501 31 Ela. 0OTad4207 WI 5503T 16 - 37.72E 267.5 30 6a1 32 EW-0 01Ada 206 841 55t73T 16 - 4.W 257.1 30 SOt 33 k.,W e 1 1, 1 21. 11 :111 1 I^ 34 EW,"Glade210 84' 551W 16 79.24E 3.3 257.1 3u 501 35 T.um&BOB 211 853 5s 16 220 3,2 267 6 w 503 ZONE 28 :FZ7C %T-U,GNdt 212 M3 5917 4147L i5 2468 :lu V1339 C4,4.V111N FD:A:m 21fl 290 SiA72 4 MAXlOkII4 a ° a• rn7rn F 1, IF �I38 CBrg6rZ00 38f0 e/b72 21 -I 316X 26 1661.9 C :BB es..C.B 3411 3 91 .. .. .. .. .. .. T 00 4 40 4gy1Pn: 1 1 tR al Gasttnlam 317 671 45.035 Il Y.G7: 7L404 2.7 2465 2: 401 .2 Wt., 307 2882 63880 25 43695 51.97i 4.3 6E154 29 795 �0 0991 �I o °9 N •3 Wor SnK, 5608 te388fl 48 a0384 96.0G: 60 fivo.lG&S4 `9 =95 , � a� - ehl Lo4deN s1019 x.7992e0 703 1.41e.45S 1,T3LT5s 144.4 3" 11.9 1-4 r rr r ZONE 29 r rr r Enerigy Compliance CBlculaaons Not Equiprinswit Schadufa E B.P111.n .YN1I.61.�:. .. .. .. .. .. .. . � r I IC ❑I I I It �I I 1 � ,� � I I I I C ❑ � ZONE 24 ZONE 22 ZONE 20 ZONE 18 0 E MUSGROVE ENGINEERING,PA G� o 234 a WORSPel RNOOD WAY 110M.NBA00 ntw �4 L OSA Calculatlon Summary ECT Lk;1, mY C.naol.n.: W- s a N....: 90 O o4APUTEO BY. JAR BATE: IT'Ap.m CNK 8Y: ZONE 27 ZONE 26 ❑ ❑ ; RET KAT GOOLNG nIONK OfA FATE RII 04A IYTF ARA TOTAL Zd4E ANJ,lelm v Sen.Rwl.l.nr» NVAC UNI FLO011 9TW 6ENa TOTAL TO1Q MIMY MCdI! PERSON �OPLE OeA weN OM OBA ER. e11FAMtq � � Ion tU 9n n31tl 06 tU 50 20 006 23 43 254 r"102 RTU-1 ,24 'a 2i59 02 5 1 50 5 006 a 13 as +7 V 1N RTU-1 12e 1"l N66 04 5 1 50 S 006 a 13 Oa 17 RTLLI 10: 4091 03 5 1 GOB 6 ,1 04 11 i RTLLI Ilk ;U 1380 06 5 1 50 5 '�I)d 12 11 OB z2 a1 LLI , , 1 50 10 T06 11 21 Z) "TUI a R,3. 12 11 50 9a 12 22 12 oe 26 second floor mechanical zoning e/�Ian 1�:8 ' RTU1 953 n.nD e.3 20 2C 100 200 D 2 115 ]15 Oa 394 m g plan 104 RTLLI 105C _.'O6 7.6 f0 tt too 110 1 256 0B 323 / ' 1 N RTLLI ,1C 03 10 5C 10 i06 7 11 OE 22 w 11.. 5C 1N 1� 11 22 1/16"=1'-0" RTLLI 42� zz o 0 o N 1�0512 x01 401 oe S02 N i' RTU-I eat 10 35 y; Ion 20D 112 02 322 OB 402 11.120 RTLLI 617 - 75 2i 100 240 J 12 B2 1?? as i0] � 1Y m Or.M 121 RTLLI 041 i0 35 Ion 30a "2 101 401 OE 502 Rill too 700 401 502 LL, s.� 5 100 300 )lz 401 a 5N2 'A RTLLI eat N too 30D 312 401 us 502 - 125 RTLLI "1 35 Y: 100 300 312 "1 DB 502 .1M RTLLI W 35 to 300 tnt Da SA2 n 0 10 'I 1144 -11 too 29U 487 11Un,:e 127 RIU1 1IN 7a7 45 35 4, 100 410 Da 6Ba revision: 9-133 RTU1 263 W, as 20 6 100 6a 32 Be 115 .]112 2TLL1 139 4✓.: -S1J 03 10 2 'a.) 9 a8 37 no. desc. date :-a1NM20] RTLLI "I '- '18 31 35 30 too ]W 12 101 OB xq w 1�• 35 3D too 300 ,1z 1 iu1 wz e 3 city 04.21.2 1nC 200 RTLLI 0•t 35 30 too 31 312 tot 401 Oa SB2 comments -11 G`BW 206 RTU 1 64, 13 35 30 too 300 D 12 lot 401 O a 502 -.11N Ga0.2aT RTLLI 841 it 35 S too 300 101 401 as 5C2 .-B,C+m":nfi RTLLI $41 i3 35 t*.) 300 '12 101 40, 0d Sot too IN, "2 101401 M2 BE PROVIDED BEFORE .- wa- LL u I 0 RTLLI 41 35 too INN 112 101 401 Be 1N2 .h G.d.211 RTLLI e53 35 Y, too 300 ]12 '03 403 0a Sot 17 Or$-21 RT11 952 35 ton 410 J,2 140 405 Be an FINAL INSPECTION r1 d.e1.1n 21! RTLLI ltfc 35 4, IOA 4t0 :1 12 UO 560 08 B0a 00 u 0 1 Itl9 1w ,u 'a0 30 D,z 35m a e2 „n,won 306 "U, 45" i3 a t00 n0 3,x 1N2 91z as 1140 �mm317 RTLLI filt 27 35 24 too NO ]12 61 32I Be 402 1u14307 RTLLI 28B2 43 10 29 t 0 - 346 c:)k 0B ?A iw 5n,o Bn1.1 SIYc 5n IN % lou Se11 �2 612 1233 Na ,.Sto 3 project: 231106 date: 02.11.2025 To1alLwea" 10319 21BB2B01.1°4s31732750 IM.4 1,148 IO.T2T S1M 17eA 19 aa7 NO OCCOPAWY OINERW IS BEING TAKEN FOR rMS SYSTEM bid set mechanical CITY APPROVED PLANS zoning e47w mm c"m"lunn PLANS MUST BE ON JOB SITE plans FOR ALL INSPECTIONS m0.03 Page 102 of 180 MUSGROVE ENGINEERING,P.A. SXONAL F 2M s.wm.x -I w.y �5 N B°iw,ID83709 208.384.0585 .5-25.s—, a 1 133 7 A a .e.u.,M 834mz 208.523.2862°rrc . s 4/21/1015 —ECT 22414 OF Q- A. R uIIIII� III - - �_ EH - - - uuu Illlllllllllllul IIIIII - -1 -R-9 - - - - - - - - - - - - - - - - - 102 - - - - - - - - - - 1 22710" R-11 22M0 - - - - - - 5 - - 3 QIII Illllllluuuul uuuuuuulu 11IIU _ ° ,m EH 204 � 1 B 6 0�° 1 1 y" M 1 1 1 1 1 3so 0 zoz ° - - 8�5 22"x10 16" - - --—-— = 12EH 1 "3 - - - ter -0 R-11 204 EH� 14'm .�., a. t FCFC16"m101T = - 'a ~ 14"x14"18"m 1 - nn�P«• 210 18"m - TL33R-9 R-y 14"x14'/ 1 - 1„: � t - r gmn a. mn�a. inn u_,a - _ _ R-6 8 ' - Rro.ns R-11 R-11 i6"xi6" • •�sl+zci R-10 R-10 SLJa 0 - uo4A - 16"x16" � �� i6"xi6" 16"x16" �� � + R-10 °++z r i 1 � 10'0 22X10 12X10 22"X22' 71w2" .122, ` 209 - This document is the �i6"xi6 _ i -� -�" R-9 •_ _ _ _ 207 1 ®_ 1 property of erstad � � rr 12= R-10 - 16"x%" i6"x16" i6"xi6" 1 R-12 ~ °m�, 22"xt°" /` EF ARCHITECTS and is i6"xi6" t R-9 R-9 +V 5 protected by U.S. and T_____ 22'X22"_ __ _ _ 209 09 20"X20' 227U0" 22"X10" mX.. 101 i B international laws. Use 20" 12"m na« � ► � i6'ki6" reproduction, or ,+s 18"m 22"x10" 2"x10" 22N10" i6"m IL 22X10 21X10 22X10 %215 modification of this Q 1document without first [ I R-5 ,� obtaining written 8'B permission of erstad _ _ yARCHITECTS is rohibitet may n t .215 215 20 ~RTLL1181 1 ° used dinCa Ynu nauthorizedbe This .+.Irz 14" 16"m 18" _ -.- p214 y'LUp81J 214 20 ,a manner. ®2022 R-10 8" 209 209 209 209 Iu-,os 208 245 i6"xi6" R-10 n.. .r°«. 2TX22' - - - - - - - 16N16" 16N16" - - - 16NI6' 9° - RISE 16"x16" F152' 1 1 Xrans~ EF 202 R-10 i i R-10 R-10 i mE, 36"AT 106 16"x16" 16"x,6" 201 0 =❑+- - i6"xi6" q «mmx �nn .a. 22'Xz2" 22X22' „a. 22'X22' 16"x16" Rn,+ m °Viz,�° mu.+as� m-,or bl.atn.w+«.rwa.e i6"xi6" - «� - - a 206 1 1 N O 209 4 4 4 - 18"m 18"m 18" i1' \iaz r I R-10 1 1 1 1 208 I 201 18'm iVN16' - \ 8" 22"X22" 18"m - Li I I I 20"m 20'x16' 00 _ I I t I 1 1 1 i 215 � I 1 1 ..r - ... 4"x24„ 211 g - - - 202 05 _ _ +.rOmm - 1 - - - - 2Fx12' X4 - 210 i,i° LJ i B 14"m ,4"m 14"m 14"m '� 215 t 10"m 2 18"x18" - - - 1 1 1 1 ®®®� H /14" , H / F - - - - - - J 1028 102A Ai 4-- 208 T 1 ewari EF 1 H 210 0 z16 1aa — a 400 zo°x1s° 18"xi8" 1 - R-10 8"0 245 210 - - _ _ 2z"X22" me ® ® '«i RTu-,ot °,m 1 _ - - - - 0 20"x36• - - - 201 LI 204 104 "x12" - z° 1V0 22N14" - 201L 1 ^L J: 206 24k1' 101B I I i� L 1 r - - - - H 16"® 1 ®® , 1 21 16•m 22"x14" 21, - \V V 20' t - -_- =__- J - C^D, =_J J /�/�� W 215 - j4H - 1 \IJ ®® �22'x10• c�EX°n 101A 218 (TYP IL O o c� - - -I 22 0- - - - - - - - - - - - - - - + - - - - - - - - - — - J - - - — - - > 0 EH 204 10 7@ N g f.5 f e.8 e.6 e.4 e.3 e d c b a PROJECT NORTH floor hvac plan revision: 1/8"=1'-0° no. desc. date 1 addendum 1 03.05.2 3 city 04.21.2 comments project: 231 106 date: 02.11.2025 keyed notes: keyed notes: ,�J.J OSYMBOL USED FOR NOTECALLOUT. O SYMBOLUSEDFORNOTCALLOUT. bid set 201 ROUTE RETURN AND SUPPLY DUCTS UP THRU ROOF AND TRANSITION TO UNIT 208 ROUTE SUPPLY MAIN THROUGH ROOF TRUSSES.COORDINATE WITH TRUSS AS REQUIRED.PROVIDE TURNING VANES IN ELBOWS AND A FLEXIBLE DUCT MANUFACTURER. CONNECTION AT UNIT,INTERNALLY INSULATE THE FIRST 15'-0"OF DUCTWORK 209 SUPPLY AND RETURN DUCTS DOWN FROM ABOVE. FROM THE UNIT, 210 EXHAUST DUCT UP THROUGH ROOF TO ROOF MOUNTED EXHAUST FAN. 202 CEILING CABINET FAN WITH HANGING VIBRATION ISOLATORS AND FLEXIBLE 211 SUPPLY AIR DUCT DOWN FROM ROOF MOUNTED MAKE-UP AIR UNIT. CONNECTION AT OUTLET.ROUTE EXHAUST DUCT OVER AND OUT MANUFACTURERS WALL CAP. 214 ROUTE SUPPLY MAIN TIGHT TO BOTTOM OF STRUCTURE. 203 DUCTLESS AIR CONDITIONING UNIT MOUNTED HIGH ON WALL.INSTALL PER 215 MOUNT GRILLE AT 45 DEG ANGLE.(TYPICAL) MANUFACTURER'S INSTALLATION INSTRUCTIONS PROVIDING THE REQUIRED 217 LOCATE BOTTOM OF GRILLE AT 1T-6"ABOVE FINISHED FLOOR. 1 S}` floor CLEARANCES FOR MAINTENANCE. 218 PROVIDE BALANCE DAMPER AT EACH DROP.(TYPICAL) 204 ELECTRIC WALL HEATER WITH INTEGRAL THERMOSTAT,INSTALL PER 245 SMOKE DUCT DETECTOR IN RETURN DUCT SHALL SHUT DOWN UNIT UPON hvac plan MANUFACTURER'S RECOMMENDATIONS. DETECTION OF SMOKE.SMOKE DETECTOR SHALL BE PROVIDED AND WIRED BY CITY APPROVED PLANS 206 OPENING ON TOP OF RETURN DUCT.PROVIDE EXPANDED METAL GRATE OVER ELECTRICAL CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR. ,..em.r°a.m.,Pu=•« OPENING. PLANS MOST S ON108 SITE 207 CEILING CABINET FAN WITH ROUTE EX AUST DUCT UP TTORS AND FLEXIBLE m 1 ■ 11 FOX ALL INSPERIONS CONNECTION AT OUTLET.TERMINATE WITH ROOF CAP.UTE EXHAUST DUCT UP THRU ROOF AND Page 103 of 180 MUSGROVE ENGINEERING,P.A. z34 s.wm,p<,wooa war 55\ONAL FN so-.ro1 310 Q� 1ST G 208.384.0585 ,I 645wm25.s—, 13 1 I�/. A Laano E«�,ro a34mz 208.523.2862 21 3@025 PXaec zz-a,a ✓qT Q or V A. R\ H i 1 �°° 1 - - - - - - - - � - - - - � - - - - � - - � - - - - — — — — IF 22^x10" 2rX10' 1 1 1 1 — ® 1 — — — — 4 — — — — 6"m r _ 4 r 1 1 a z,e 233 1 1 1 203 R 9 } e�,,ae eM�,ao 1 « 2rX10' 1 EF 'a"m `I`V`2zs a` zza 14�� ia��m z zzuz ti„m� _ _ _ _ �z3z 14^m 1 1 204 "0 6'0 4 � 350 EF "m 12'0 6" EF 1 1 1 1 o 207 201 «z3o 202 207 _ ® ® ® ■ EF 20 m 1 � 1 ' t � 1 1 1 1 1 1 1 I 1 1 I 1 102 I�I� ' •_ 18"x18" ❑o e'=' 1 Xrosos 1 212 1 A10 Xmmz R-10 18 1 _ 18"m R-10 Xr R-10 18" ,8"m 8'm 2rX22' 22'X22' rrX22' RTU e x1a 1 16"xi6' 6"z " " " i6'x16' 16'x16' " " 118 This document is the — — — — — — — — 5 property of erstaARCHITECTS and is rows `` - 1 ``` - 201 i6"xi6" -` 16"zi6" ` 16"zi6NM�Xr� 4 IA ` 201 16"zi6" ifi"zifi 1 Gm document r eproduction, protected,by U.S.0 S and 1111 212 ` •, titer fticat on1 of rthis Use, .ze 12'm ment without first 201 `0' i6"xi6" 100 i6"xi6" i6"xi6" 2a, zo1 EFzm obtaining written x 2YX22' n, 18"z18" ——————— 201 — — — — — — i6' — — — — — 18" 201 10" 201 �+ 201 \ / R03 Permission Y f e�stad R-f0 p13 ARCHITECTS is rohibited. 1Xm 18'x18' ifi"xifi" i6"zi6" 201 i6'x16" i6"xi6" "x20" i6"zi6" \ / This document may not be 201 201 201 201 \ / u a nner. 02022 authorized 16'x16' ., i6"xi6^ 212 X RTU /. 16'x16' 16"x16" 16'x16' z i6"zi6" 16"xi6" I I I 201 201 7 - _7 u - - I I _ I 1 18'm R ,0 _0 _p§ R 10 18"m 1 212 212 1 18•m R 10 ` R 110 18" k 201 . _ 12"X2r 22•X22' .12r— 2rX22' sxs^ J s°xis° p4 i6'x16' 8^x18" 1 1 1 1 - M 4"z14" 00 n R-10 18"x18" ,, T jE= 1 ► 1 ® MAU M XnF 102 bm R-10 EF z1z ° 2rxz2^ ,a°m 1a•m ,a'm 14"m °';'„«• zos ifi"x16" olae ei mW11 nirW N LJ _ _ 1 4 1 400 1 1 4 ► 1 2w: _ ,w szz.,a t m I I ® I ® I RTU 18.m vmm d, — — — n — — r K F MAU 14"m 10 B 101 1 — -J LJ 0 4- 1 _ 1 4 44 1 - _ 1 4 ROS 00A V V e V — — — —1 — — — _— — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I I I I I I I N g f.5 f e.8 e.6 e.4 e.3 e d c b a PROJECT NORTH second floor hvac planfloor hvac plan revision: 1/8"=1'-0^ no. desc. date project: 231 106 date: 02.11.2025 keyed notes: OSYMBOL USED FOR NOTECALLOUT. permit Set 201 ROUTE RETURN AND SUPPLY DUCTS UP THRU ROOF AND TRANSITION TO UNIT AS REQUIRED.PROVIDE TURNING VANES IN ELBOWS AND A FLEXIBLE DUCT CONNECTION AT UNIT.INTERNALLY INSULATE THE FIRST 15'-0"OF DUCTWORK FROM THE UNIT. 207 CEILING CABINET FAN WITH HANGING VIBRATION ISOLATORS AND FLEXIBLE CONNECTION AT OUTLET.ROUTE EXHAUST DUCT UP THRU ROOF AND TERMINATE WITH ROOF CAP. 212 SUPPLY AND RETURN DUCTS DOWN TO BELOW. n d floor 213 EXHAUST DUCT UP FROM BELOW.PROVIDE ROOF CURB FOR EXHAUST DUCT CITY�APPROVED PLANS PENETRATION AND TERMINATE WITH MANUFACTURES ROOF CAP. _aama _PI"� hvac plan PLANS MUST BE ON JOB SITE FOX ALL INSPERIONS m1 . 12 Page 104 of 180 MUSGROVE ENGINEERING,P.A. 55�pNAL FN 234 s.Whisperv.'ood Wxy Bois,ID83T09 208.384.0585 M5 Wm 25rh S— 133 7 A Idaho ems,M 834Bz 208.523.2862 31 1/2025 s PaaE�22414 0, ✓rg7F OF SOP�( q`RIV A. RAG H i 1 - - - - � - - - - - � - - � - - - - - - - - - - -T - 3 241 20s 0 24 zos UU 213 O 6" 213 ® ® G•-4"VTR 241 205 HOP 6" 213 6" 2 3 ■ EF 237 4 102 RTU O 211 Q ❑ 8"e 213 RTU RTU RTU RTU - RTU RTU RTU RTU - — RTU RTU - - - - - 118 236 This document is the 114 208 206 112 110 204 202 108 10fi ❑ property of erstad ❑ ❑ ❑ ❑ ARCHITECTS and is po Oo po P y or. b U.S. and Q international laws. Use, RTU ❑ reproduction, or 115 ❑ ❑ ❑ ❑ u modification of this 6"m document without first ❑ ❑. obtaining written _ RTU permission of erstad 213 103 236 ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. 02022 _ RTU RTU RTU RTU RTU RTU RTU RTU RTU i 00 113 207 20s 111 Q 109 203 212 236 201 236 107 236 u p ❑ RTU 1oa - ❑ o � M VxU - - MAU (V) RTU RTU RTU EF 238 Do �� 236 102 `� QO 116 117 El 206 ❑ ❑ ❑ ❑ ❑ El vi ❑ 02A 239 02B 239 IM RTU "VTR ❑ ❑ ❑ ❑ ❑ G KEF 210 Q 103 237 }� is RTU - - ❑ 0---4'VTR KF 10 B a +^ -J IL' 21s W 0 0 MAU 236 236 219 v g O 10 I I I I I I I I I I I I IL. � N g f.5 f e.8 e.6 e.4 e.3 e d c b a PROJECT NORTH hvac plan revision: 4 118"=1'-0° no. desc. date 1 addendum 1 03.05.2 project: 231 106 date: 02.11.2025 keyed notes: OSYMBOL USED FOR NOTE CALLOUT. b I d Set 205 ROUTE REFRIGERANT LINE FROM CONDENSING UNITS TO INDOOR UNIT. INSULATE ALL SUCTION LINES WITH FLEXIBLE FOAM PIPE INSULATION OF THICKNESS INDICATED IN THE SPECIFICATIONS.COVER ALL INSULATED SUCTION LINES EXPOSED ON THE EXTERIOR OF THE BUILDING WITH E-FLEX GUARD BY AIREX MANUFACTURING INC.PROVIDE REFRIGERATION STATION FOR REFRIGERANT PIPING PENETRATIONS PER DETAIL. 213 EXHAUST DUCT UP FROM BELOW.PROVIDE ROOF CURB FOR EXHAUST DUCT PENETRATION AND TERMINATE WITH MANUFACTURES ROOF CAP. 236 SEE RTU MOUNTING DETAIL FOR FURTHER INFORMATION. roof hvac 237 SEE EXHAUST FAN MOUNTING DETAIL FOR FURTHER INFORMATION. 23B SEE UTILITY SET EXHAUST FAN PLATFORM DETAIL FOR FURTHER plan CITY APPROVED PLANS INFORMATION. xa.H.wN. � 230 SEE KITCHEN HOOD TYPE 1 EXHAUST FAN DETAIL FOR FURTHER INFORMATION. PLANS MUST BE ON JOB SITE 241 MOUNSEE T CONDEN CURB SING GRT ON MIRL PLATFORMFOR . SEE DETAIL FOR FOR ALL INSPECTIONS 241 MOUNT CONDENSING UNIT ON MIRO PLATFORM.SEE DETAIL FOR FURTHER INFORMATION. ■ Page 105 of 180 MUSGROVE ENGINEERING,P.A. zJa s.wnrsPar..'ooa war 55\ONAL FNC Uoiu,ID BJT09 208.J84.0585 U5wm251h Sldaho 133ri 7 A I Falh,ID 8J402 208.523.2862 2/132025 t� PRWECT2241a m �qTq�OF iV A. R\ HIGH EFFICIENCY DUCT TAKE-OFF (SEE NOTES 1&3) 1.5' MINIMUM RECTANGULAR STEEL BAND DUCT(SEE PLAN BALANCE NOTES: FOR SIZE) DAMPER(SEE NOTE 2) 1. FOR TAKE-OFFS LARGER THAN 12"DIAMETER,USE A FACTORY MANUFACTURED DAMPER. SUSPEND ELBOW LOUVERS&DAMPERS,INC.MODEL CD-600 WITH A LOCKING AND QUADRANT OR F EQUAL. FROM STRUCTURE 2. ROD CONTINUOUS ON 2"W.G.CLASS AND ON ALL DAMPERS OVER 12"DIAMETER. RIGID SHEET METAL 3. BLADE 22 GAGE MIN.,BUT NOT LESS THAN TWO GAGES MORE THAN THE DUCT GAGE. DUCT(SEE PLAN FOR SIZE) 4. PROVIDE REMOTE CEILING OPERATOR WHERE DAMPER IS INACCESSIBLE. SEE SECTION 1 5. FOR DUCTS OVER 12"HIGH USE MULTIPLE BLADE DAMPERS(SEE FIG.C). �—� y \ OPTION 1 IN. ff—�6. ALTERNATE MANUFACTURERS:AMERICAN WARMING,SAFE-AIR/DOWCO,JBJ,LOUVERSB m,•M Tv v � z� DAMPERSKIN,AILER,ARROW UNITED,POTTORFF&CESCO. L —� AIR X PROVIDE PLASTIC ELBOW SUPPORT WIRE — — ON ALL AFLEX FLEX-FLOW OR TITUS FLEX-RIGHT) WING GIs" jy/ ON ALL FLEX DUCT ELBOWS AT DIFFUSERS,SIZED NUT 3/8"QUADRANT sp FLOW TO FIT DUCT.ALTERNATE:CONTRACTOR MAY VOLUME DAMPER DAMPER ARM DUCT HEMMED LOCKING QUADRANT USE BEOHW. DUCT ELBOW IN PLACE OF FLEXIBLE (SEE NOTE 1) (SEE NOTE 4) EDGE h. x HANDLE OR REMOTE ��� 1.5' SQUARE TEE W/ SQUARE TEE WI CEILING OPERATOR WHERE 318"PIN MINIMUM DUCT RADIUS WYE TURNING VANES DUCT INSULATED FLEX STEEL BAND TAKE-OFF TAKEOFFS DAMPER IS INACCESSIBLE DUCT.MAXLENGTH DAMPER 6'-0' BLADE(SEE STAND OFF (SEE NOTE 4) NOTE 3) m•TuRNixcvnra=s CEILING DIFFUSER GA.BLADE OPTION 2 NYLON OR STAINLESS STEEL RIGID CLAMP OVER INSULATION NOTES: r� SEE SECTION 1 il8" DUCT OR ROUND NYLON OR STAINLESS STEEL ` ROUND DUCT CLEARANCE 1. SUPPORT SYSTEM SHALL NOT DAMAGE,CRIMP,OR INHIBIT DUCT FREE AREA IN ANY WAY. ALL AROUND DIFFUSER CLAMP OVER FLEX DUCT \ RODSEE NOTE 2) UPTO18" V I a—MMIMM 4=20-MIMM COLLAR e\ ( ) 2. FLEX DUCT MUST NOT EXCEED 6'-0"FROM CONNECTION TO TERMINATION. h FIG.A FIG.B INSULATION "16, 3. MAXIMUM LENGTH BETWEEN SUPPORTS MUST NOT EXCEED 3'-0'O.C. SQUARE ELBOW W/TURN G VANE CONCENTRIC TRANSITION ECCENTRIC TRANSITION (SEE NOTE 4) DUCT 0°ELBOW HEAD248 LONGSHHEETEET PAN METAL 4. ATTACH BANDS OR WIRES TO SUPPORT STRUCTURE ABOVE. (SEE NOTE CEILING TRACK HEAD FLEX DUCT SUSPENDED 1/2"QUADRANT DUCT 5. FLEXIBLE DUCTWORK SHALL BE FLEXMASTER 8-M,THERMAFLEX MK-E OR AN APPROVED EQUAL. q) SCREW THRU CEILING ate'Mix. TRACK INTO DIFFUSER 6. FLEXIBLE DUCTWORK SHALL BE INSULATED WITH A MINIMUM R-VALUE OF 5. �') 112"ROD x 1 x Iu In This document is the NOTES: 7. FLEXIBLE DUCT FOR INDOOR USE ONLY;DO NOT INSTALL OR STORE PRODUCT WHERE EXPOSURE TO DIRECT SUNLIGHT CAN �_ xi M „i x x property of erstad OCCUR.PROLONGED EXPOSURE TO SUNLIGHT MAY CAUSE DETERIORATION OF VAPOR BARRIER. + TI "11 ARCHITECTS and is 1. TAKE-OFFS SHOULD NOT BE INSTALLED CLOSER THAN TWO WIDTHS 18"GAGE MINIMUM �MiN protected by U.S. and TO ELBOWS OR INTERSECTIONS. 8. TERMINAL DEVICES SHALL BE SUPPORTED INDEPENDENTLY OF THE FLEXIBLE DUCT. + International laws. Use, LISTED AND LABELED TAPE OR BLADE 6"T09"WIDE. a=Is°NsnEUM mx MaxnSxEa xmucnox reproduction, or MASTIC PER UL181A OR 18 GA.BLADE MIN. 9. REPAIR TORN OR DAMAGED VAPOR BARRIER/JACKET WITH DUCT TAPE LISTED AND LABELED TO ILL 181B;IF INTERNAL CORE IS modification of this UL181B 2. SEE BALANCE DAMPER DETAIL. PENETRATED,REPLACE FLEXIBLE document without first SECTION DUCT. 45°ELBOW MITERED RADIUS OFFSET OBSTRUCTION obtainin written r41 3. X NOT LESS THAN Y. 1/8" REDUCTION 9 I 10. AVOID BENDING DUCT ACROSS SHARP CORNERS OR INCIDENTAL CONTACT WITH METAL FIXTURES PIPES OR CONDUITS. f �f CLEARANCE OFFSET permission often 4. FLEXIBLE DUCTWORK SHALL BE FLEXMASTER B-M,THERMAFLEX M-KE ALL AROUND ARCHITECTS is prohibited. OR AN APPROVED EQUAL.FLEXIBLE DUCTWORK SHALL BE INSULATED 19"T048" 11. SHALL NOT BE INSTALLED WITHIN 4INCHES OF HOT EQUIPMENT(FURNACES, STEAM PIPES,ETC.)THAT IS ABOVE 250°F. NOTE: This document may not be FIG.0 used in any unauthorized WITH A MINIMUM R VALUE OF 5. ALL DUCTWORK TRANSITIONS SHALL BE CONSTRUCTED AND INSTALLED TO SMACNA,SPECIFICATIONS AND THE ABOVE NOTED ELEVATION,TWO FIG. 12, SHALL NOT BE INSTALLED IN CONCRETE,BURIED BELOW GRADE OR IN CONTACT WITH THE GROUND. STANDARDS.ANY DEVIATIONS SHALL BE COORDINATED WITH THE manner. ®2022 5. RUN-OUT SHALL BE SAME SIZE AS COLLAR. BLADE ARRANGEMENT D ENGINEER, 1 HIGH-EFFICIENCY TAKE-OFF DETAIL 2 BALANCE DAMPER DETAIL 3 FLEXIBLE SUPPORT DETAIL 4 RECTANGULAR DUCT FITTING DETAILS_ n.t.s. n.t.s. n.t.s. n.t.s. ( M cM 00 N �..� r � � C E O_ p TUFNixevNes � i+ L z� ,�+ V r:i sx xvNc � � O MITERED ELBOW WELDED Z STRIP TO DUCT CONTINUOUS }+ MI RADIUS ELBOW 90°GORED ELBOW 5 GORE MI TURNING VANES 45°GORED ELBOW 3 GORE METAL FASTENERS: WELD TO BE WEATHER TIGHT L EXHAUST FAN.REFER TO FAN O v�.a z�• vx-Ia•zs OMARK INSUL-PINS,DURO DYNE FASTENERS OR GRIP NAILS SCHEDULE FOR SPECIFIED MODEL v ux v=zs•uP,z=lr INSTALLED BY GRIP NAIL AIR HAMMER OR AUTO FASTENER SEAL AROUND LAG BOLTS TO 2x HAMMER L EQUIP. BE WEATHER TIGHT,TYPICAL 24 GA GALVANIZED COUNTER � DUCT LINER PROVIDE SHEET METAL NOSING OR FLASHING.EXTEND UP SIDE OF mo to N z SLEEVE OVER ANY EXPOSED LINER COUNTER FLASHING ROOF CURB BETWEEN FAN e• WHICH FACES THE OPPOSITE BASE AND WOOD RAILER. I I \ DIRECTION AS THE AIRFLOW Y / 2X12 WOOD NAILER FACTORY WOOD ROOF INSULATION MINIMUM NAILER 12" �f� \�` SHEET METAL DUCT ON ROOF DECK TOP AND BOTTOM LAG FAN BASE TO WOOD 90°TEE CONICAL`— 90°TEE 45'LATERAL TAP `� ROOFING.EXTEND UP NAILER,TWO SCREWS ON W/OVAL TO SECTION OF LINER DUCT TBVISIOn: FITTING FITTING SHALL OVERLAP ROOFING MATERIAL SIDE OF ROOF CURB EACH SIDE OF CURB ROUND TAP SPACING- THE SIDES. ETWEEN FANANDOODNAILERE 12"ABOVE no. desc. date PER SMACNA EXISTING ROOF 11/2"INSULATION ROOF, r (TYPICAL) INSULATION MIN. Ix T �x EXISTING ROOF DECK 18 GA GALVANIZED STEEL f — x FACTORY ROOF CURB FACTORY DAMP—Iz��z fv�� / 4 IfJFfY TRAY ER \ DUCT LINER(TO BE PROVIDE 20 GAUGE SHEETMETAL PLATE ROOF DECK z=x.rp•MRI v=ax;z=sEE Rxs ' ADHEREDTODUCTWIJ BETWEEN ROOF DECK AND ROOF CURB.CUT 100%ADHESIVE SEE HOLE IN PLATE TO SIZE OF DUCT.EXTEND USE SILICONE CAULK AND SPECIFICATIONS) FLANGED DUCT DOWN THRU OPENING AND SHEETMETAL SCREWS TO SEAL CONCENTRIC TRANSITION ECCENTRIC TRANSITION OFFSET WYE TRANSITION TO SIZE SHOWN ON PLANS. FLANGE TO PLATE FITTING LAG CURB AND DUCT SUPPORT PLATE TO ROOF project: 231106 ALL ENDS OF LINER ADHESIVE N BLOCKING BETWEEN ROOF STRUCTURE: MOTORIZED DAMPER OR BACKDRAFT DAMPER DECK AT TWO PLACES ON EACH SIDE OF CURB.USE NOTE: SHALL D W1 BE WOOD-4X4BLOCKINGW/4X4HANGER SET ON FACTORY DAMPER TRAY.REFER TO THE FOLLOWING:FOR METAL DECK,USE date: 02.11.2025 ALL DUCTWORK TRANSITIONS SHALL BE CONSTRUCTED AND INSTALLED TO SMACNA AND THE ABOVE NOTED STANDARDS.ANY SHALL BE BUTTED FIRMLY ON EACH END FAN SCHEDULE FOR DAMPER INFO.PROVIDE SHEETMETAL SCREWS.FOR WOOD DECK,USE LAGS. DEVIATIONS SHALL BE COORDINATED WITH THE NOT MORE THAN 2" TOGETHER. GASKET TYPE SEAL BETWEEN DAMPER AND FOR CONCRETE DECK,USE EXPANSION ANCHORS. ENGINEER. FROM EDGE OF LINER LAG BOLTS ARE TO BE EVENLY SPACED TRAY TO PREVENT WATER LEAKAGE. EVERY 8"OF LENGTH OF CURB,LAG BOLT SHALL BE 1/2"0 AND PENETRATE .01 NAILER 5 ROUND DUCT FITTING DETAILS 6 DUCT LINER DETAIL 7 DUCT THROUGH ROOF CURB DETAIL FOURINCHES 8 EXHAUST FAN MOUNTING DETAIL permit set n.t.s. n.t.s. NTS NTS CITY APPROVED PLANS hvac details Au, n..:. PIANS MUST BE ON LOB SITE FOR ALL INSPERIONS m3. 11 Page 106 of 180 MUSGROVE ENGINEERING,P.A. zM S.wn'Per..004 war 55�oNAL FNG 2.25" Boise,ID 93709 Q4' tsT M208.384.0585 FASTEN TO a5 ww 25m SB A UNIT CURB Idaho Falh,ID 8J402 WITH(2)N0.12 SUSPEND FROM SCRE NIT HOLD DOWN CLIP. o P SUPPORT DIMENSIONS PER JOB 1i STRUCTURE AS REQUIRED ww...m Sz Parom 2/132025 t� S. 0 o PRaec 22-aia ✓T,y� gyp'(` 14 GAUGE GALVANIZED SPECIFIC REQUIREMENTS. PROVIDE WITH GRATING. PAINT LOCKED SPIRAL % q G STEEL.ALL DIMINSIONS SUPPLY DUCT. A' ARE I.D.(TYPICAL OF 4). DIM.BASED ON FASTEN TO UNIT ROOFTOP BASE RAIL WITH DUCT FLANGE __- �`ii ROOFTOP UNIT OPPOSED BLADES.ADJUSTAS MANUFACTURER. (2)NO.12 CONNECTION AT -. i II REQUIRE FOR BALANCING ROOFTOP UNIT SCREWS. J jl (4)No.2 SCREWS,TOP AND BOTTOM ROOFTOP CURB. 2"HIGH DENSITY RUBBER II AT EACH CORNER OF 14AGAUGE -SUPPLY GRILLE GALVANIZED STEEL PLATE,4'LONG (BY n ..-'i UNIT BASE RAIL DUCTFLANGE `"- --.� it �_ ______________ __- CONNECTION AT ---=-I MECHANICAL CONTRACTOR). P i i o I 2X4 FACTORY WOOD NAILER ROOFTOP CURB ij SHEET METAL FLASHING UNIT HOLD DOWN CLIP CONTINUOUS 318"LAG BOLT,SEE SCHEDULE FOR (BY MECH. UNIT SUPPORT NUMBER REQUIRED. CONTRACTOR) REMOVABLE SHEET METAL COVER FOR (BY MECH COUNTER FLASHING '� ADJUSTMENT AND INSPECTION o z CONTRACTOR) (PROVIDED BY CURB MANUFACTURER) u FLEXIBLE CONNECTION NEOPRENE WEATHERSEAL TO ROOFTOP COUNTER FLASHING(BY MECH. t CURB z CONTRACTOR) 45• 45" ROOFING N FLEXIBLE MATERIAL(SEE TRANSITION CONNECTION ARCH.PLANS) RIGID INSULATION(BY MECH. TO UNIT BASE SIZE DETERMINED FOR JOB SPECIFIC LOADING TO ROOFTOP ROOF INSULATION CONTRACTOR) OPENING REQUIREMENTS: CURB (VERIFY LOCATION W/ SPIRAL DUCT DETAIL 1 -750 LBS OR LESS REQUIRES(4)16N1" � Z ARCH.PLANS) N.T.S. j CLOSED CELL ROOFING MATERIAL SEE ARCH. -750 LBS OR LESS REQUIRES(4)16'x18" TRANSITION G y NEOPRENE AIRSEAL, ( -1000 LBS OR LESS REQUIRES(4)19'x23" UNIT OPENING x > PLANS) 1 L . TOP&BOTTOM(BY �1" RIGID INSULATION(BY >. PROVIDE AN ADDITIONAL LAYER OF ROOFING MEMBRANE MIRO RECYCLED RUBBER SUPPORT PADS.SIZE a > MECH.CONTRACTOR). ROOF INSULATION(VERIFY LOCATION FACTORY CURB MECH.CONTRACTOR) BENEATH PLATFORM BASE.COORDINATE REQUIREMENTS DETERMINED BY THE BASE SIZE USED: 318"ROD,SECURE TO WITH MOUNTING �_ W/ARCH.PLANS) WITH THE ROOFING CONTRACTOR. -9'x15-114'REQUIRES SUPPORT PAD 22 x 20 STRUCTURE ABOVE,SEE ROOF DECK(SEE ARCH. FACTORY CURB WITH -16"A8'REOUIRES SUPPORT PAD 22z 20 STRUCTURAL HANGING DETAIL. FRAME PLANS) MOUNTING FRAME ROOF DECK(SEE ARCH.PLANS) -19"z23'REOUIRES SUPPORT PAD 24 z 27 SEE SCHEDULE FOR DUCTM-TTE META STRAP CONNECTION TYPE& TO ALL-THREAD ADAPTOR NUMBER REQUIRED. SEE ROOF CURB CUT SHEETS FOR 1"WIDE,20 GAUGE ROOF STRUCTURE.SEE TYPE&NUMBER REQUIRED. SHEETMETAL STRAP 2 LAYERS 112'GYPSUM BOARD BLOCKING BETWEEN ROOF STRUCTURE: STRUCTURAL PLANS. ROOF STRUCTURE.SEE ROOF 0 r 0 B 1 112"RIGID INSULATION WOOD-4X4 BLOCKING W/4X4 HANGER ON EACH END. STRUCTURAL PLANS. 1 0 0 FOR SOUND PROOFING METAL-4X4X1l4 ANGLE BLOCKING WELDED TO JOIST TOP CHORDS. 2LAYERS 5/8"GYPSUM BOAR o 0 (BY MECH.CONTRACTOR) CONCRETE-NO BLOCKING REQUIRED. (BY MECH.CONTRACTOR) BLOCKING BETWEEN ROOF STRUCTURE: AS NOTED BY THE STRUCTURAL ENGINEERS CURB TO ROOF CONNECTION SCHEDULE T RIGID INSULATION NOTES: FOR SOUND PROOFING NOMINAL TOTAL NO.&TYPE OF CONNECTION(EQUALLY SPACED) (BY MECH.CONTRACTOR) 1. PROVIDE WITH MIRO INDUSTRIES MODEL HD,HEAVY DUTY MECHANICAL GALVANIZED ROOF SUPPORT WITH ADJUSTABLE SUPPORT LEGS. ROOFTOP MAX. LATE? ROOF STRUCTURE TYPE UNIT WEIGHTS FORCE 2. SUPPORT SHALL EXTEND A MINIMUM OF 6'BEYOND EQUIPMENT IN EACH DIRECTION. EXPOSED SPIRAL DUCTWORK CAPACITY (Fp) METAL WOOD CONCRETE DUCTWORK SHALL BE PAINT 3. BOLT EQUIPMENT TO MECHANICAL SUPPORT,AMINIMUM OF(4)LOCATIONS. LOCKED.REFERTO 3.6 TONS 750 LBS 810 LBS (4)112"LAG BOLT (4)1IT LAG BOLT (4)3/8"EXPANSION BOLT MANUFACTURER SHALL PROVIDE CALCULATIONS FOR THE CURB MOUNTED SPRING RAIL SHOWING SPECIFICATIONS FOR JOINT FINISH COMPLIES WITH THE INTERNATIONAL BUILDING CODE COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE(LATEST ADOPTED EDITION). 4. APPROVED ALTERNATE MANUFACTURERS:UNISTRUT AND ROOF-PRO REQUIREMENTS. This document is the property of erstad ARCHITECTS and is 1 ROOFTOP UNIT - MOUNTING DETAIL 2 RTU UNIT - CURB SPRING RAIL DETAIL 3 CONDENSING UNIT PLATFORM DETAIL 4 EXPOSED SPIRAL DUCT SUPPORT DETAIL protected by U.S and nternatio nal laws. Use, reproduction, or modification o n.t.s. n.t.s. n.t.s. n.t.s. Is document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ®2022 CAPTURE AND CONTAINMENT AND LIGHT TEST REQUIRED ON TYPE 1 HOOD N «� M ACCESS DOOR THREADED ROD �� 00 MAKE UP AIR UNIT TO BE FOR SECURE INSTALL THERMAL CERAMICS BY(FIRE PER MANUFACTURERS RECOMMENDATIONS. MASTER)FASTWRAPXL(TWO GREASE DUCT LAYERS EQUAL.NSTAL,OR AN APPROVED INTERCONNECTED WITH EXHAUST SEE PLANS FORCONTINATIOON. N EQUAL.INSTALL PER SUPPLY DUCT.SEE PLANS FOR HOOD AND CONTINUATION. _ 1"MIN.CLEARANCE BETWEEN DUCT MANUFACTURER'S TYPE AND MAKE-UP METHOD. 1I21N.STEEL BANDING PLACED AND COMBUSTIBLE CONSTRUCTION RECOMMENDATIONS. FAN SO THAT IT RUNS WHILE HOOD JOINSAND TRANSVERSE (� JOINTS AND MAXIMUM 121N.O.C. CONJOIN WRAP PER IS OPERATIONAL. .� MANUFACTURER'S RECOMMENDATION 1 1� CENTRIFUGAL UPBLAST EXHAUST \\\\\ 16 GA.EXHAUST DUCT WELDED ,__ �� �� LNON-COMBUSTIBLE CEILING SYSTEM, �\ MINIMUM OF 3l8"DIAMETER. LIQUID-TIGHT.CONSTRUCT IN = MINIMUM 18"FROM HOOD. r� FAN WITH HINGED BASE AND UL \ \\ ---- O O ACCORDANCE WITH SPECIFICATIONS AND - 762 LISTING.HIGH TEMPERATURE \\\ IMC. BELT REQUIRED.REFER TO FAN \\�� STEEL ANGLE OR SMACNA L ® SCHEDULE FOR SPECIFIED MODEL. \\ EQUIVALENT SUPPORT SYSTEM. PROVIDE CLOSUREMAT BETWEEN HOOD& ® HINGED BASE \ \\\\ �y�[ MINIMUM OF 2X2X118IN. CEILING-SAME MATERIAL AS HOOD. - - 3'UN-INSULATED BACK STANDOFF FACTORY0 CD \\ INSTALLED.MEETS NFPA 96 REQUIREMENTS \ Q FOR CLEARANCE TO LIMITED COMBUSTIBLE U.L.CLASSIFIED FACTORY INSTALLED,MINIMUM 1"THICK,LAYER OF z THERMAL CERAMICS BY(FIRE MASTER) SURFACES. BAFFLE-TYPE GREASE OWENS CORNING TYPE 475 OR EQUAL. FAST WRAP.(TWO LAYERS REQ'D),OR V/ FILTER AN APPROVED EQUAL.INSTALL PER FASTDOOR XL OR EQUAL-UL / MANUFACTURER'S RECOMMENDATIONS L 4-0ISTED DUCT ACCESS AND ROOFING,EXTEND UP 2-HOUR RATED INSULATION V SIDE OF ROOF CURB SUPPORT AS SEAL ROOFING TO REQUIRE `J COVER INSTALLED PER CODE. Q D. HOOD SHALL OVERHANG COOKING SURFACE 6"MINIMUM CURB WEATHER TIGHT C ON ALL OPEN SIDES. GREASE DUCT z ROOF INSULATION SEE PLANS FOR SIZING 1/2IN.STEEL BANDING PLACED . r ROOF CURB N ON ROOF DECK AND CONTINUATION. 1-1D M FROM TRANSVERSE JOINTS EXPOSED CHARCOAL AND CHARBROIL-TYPE FIRES REQUIRE - - MOUNTING FLANGE AND MAXIMUM 12 IN.O.C. A MINIMUM DISTANCE OF 42"BETWEEN THE LOWEST EDGE N 00 to OF THE GREASE FILTER AND THE HEATING SURFACE. OVERLAP WRAP PER GREASE DRIP TROUGH MANUFACTURERS WITH REMOVABLE PAN RECOMMENDATIONS ROOF DECK TIGHT COMPRESSION JOINT 1"MIN.CLEARANCE BETWEEN FAST DUCT ACCESS&WRAP DETAIL. ON BOTH LAYERS. NON-COMBUSTIBLE CONSTRUCTION WRAP.OR AN APPROVED EQUAL FROM `°"`"°"°""` revision: LAG CURB TO ROOF DECK AT TWO COMBUSTIBLE CONSTRUCTIONS PLACES ON EACH SIDE OF CURB. �p Q- USE THE FOLLOWING:FOR METAL NOTES: n0. (�@SC. date(o G 16 GA.EXHAUST DUCT WELDED LIQUID TIGHT DECK,USE SHEET METAL WITH TOP FLANGE TURNED OUT OVER TOP OF SCREWS.FOR WOOD DECK,USE 1. THERMAL CERAMICS FIREMASTER FASTWRAP XL OR APPROVED EQUAL IS TESTED TO ASTM E2336 AND UL LISTED CURB.TRANSITION AS REQUIRED TO FAN LAGS.FOR CONCRETE DECK,USE PER HNKT.G18 TO PROVIDE ZERO CLEARANCE TO COMBUSTIBLES AND TO PROVIDE A 1-OR 2-HOUR ENCLOSURE. APPLIANCE BY INLET.CONSTRUCT IN ACCORDANCE WITH EXPANSION ANCHORS. THROUGH PENETRATIONS FIRESTOP SYSTEMS ARE TESTED IN ACCORDANCE WITH ASTM E 814(UL 1479).ICC CODE OTHERS SPECIFICATIONS AND IMC. EVALUATION PER REPORT UL ER 14229-01. 2. COMPLIANT TO THE FOLLOWING CODES: NOTES: NFPA 96 MECHANICAL CONTRACTOR SHALL PROVIDE AND NTERNATIONAL MECHANICAL CODES INSTALL STAINLESS STEEL WALL COVERING AT 1. EXHAUST FAN SHALL HAVE A MINIMUM OF 10 FEET CLEARANCE BETWEEN THE OUTLET AND AIR INTAKES,ADJACENT UNIFORM MECHANICAL CODE AL CODE BACK OF COOK LINE.SEE ARCHITECTURAL WALLS OR BUILDINGS,AND PROPERTY LINES. ECHANIC DRAWINGS FOR COMPLETE AREA OF COVERAGE REQUIREMENTS. 2, EXHAUST DUCT SEAMS AND JOINTS SHALL BE CONTINUOUSLY EXTERNALLY WELD OR BRAZED LIQUID TIGHT. 3. INSULATION APPLIED IN TWO LAYERS WITH TIGHT COMPRESSION JOINT ON BOTH LAYERS AT ALL JOINTS. project: 231 106 3. HORIZONTAL DUCT RUNS LESS THAN 75 FEET IN LENGTH SHALL SLOPE NOT LESS THAN 1/4INCH PER FOOT TOWARD 4. CHANGINSTALL UL ANIRECTI N AND THERMAL MINIMUM CERAMICS FASTDOOR IZ OR TAL RUNS S OR ASSH DOORS ONAPLL GREASE DUCT date: 02.1 1.2025 CHANGES IN DIRECTION AND AT MINIMUM EVERY 20 Fr. HORIZONTAL RUNS OR AS SHOWN ON PLANS. THE HOOD.HORIZONTAL DUCT RUNS GREATER THAN 75 FEET SHALL SLOPE NOT LESS THAN 1 INCH PER FOOT TOWARD THE HOOD. 5. THERMAL CERAMICS DUCT WRAP SHALL BE INSTALLED DIRECTLY ONTO THE DUCT AND APPLIED FROM THE GREASE ° 4. EXHAUST DUCT SYSTEM SHALL HAVE CLEANOUTS AT ALL BENDS,AND NOT MORE THAN 20'ON HORIZONTAL RUNS AS HOOD CONNECTION TO THE CONNECTION TO THE GREASE FAN. REQUIRED BY CODE, 6. THERMAL CERAMICS DUCT ENCLOSURE SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE WITH �+et MANUFACTURERS INSTRUCTIONS AND UL LISTINGS. permit J 5. ANY STEEL EXHAUST DUCT SYSTEM EXPOSED TO THE OUTSIDE ATMOSPHERE SHALL BE PROTECTED AGAINST CORROSION WITH GALVANIZATION,PAINTING,OR WATERPROOF INSULATION. 5 TYPE-1 KITCHEN HOOD DETAIL 6 KITCH HOOD - TYPE 1 EXHAUST FAN DUCT DETAIL 7 GREASE DUCT WRAP DETAIL n.t.s. NTS NTS hvac details CITY APPROVED PLANS waeh.mee eemnrnnn PAFNSRM UOOBBSITE OAL O m 3. 12 Page 107 of 180 MUSGROVE M ENGINEERING,P.A. S\oNAL z34 s.wnnperwom war 5 NG eo�:r,to 83'!09 F� VST 208.3M.0585 / ee5 F.1z5I SM 133r17 Idaho Falh,ID 83402 208.521.2862 2/13/2025 BEUMINUM DUCT UP TWEEN JOISTS TO MIEN w.w.na=�va.con, q p- EXHAUST FAN.SEE ATEACH OR ER �S AF aaascT z2-aia ST PLANS FOR DUCT SIZE (TYPICAL OF 4) f�18'���JJJttt MIN 18'�ft CEILING _ z MIN 'I m� i 1/4"ALUMINUM ROD = REFRIGERANT STATION CONFIGURATIONS(TOP VIEW) y (TYPICAL OF 2) - ALUMINU�ODD P PAN 1 SLOPED -INTOTE TRO PERIMEUGH WALL SURFACE GASKET ——_— ————————— � ————————— SEALED PER MANUFACTURER'S RECOMMENDATION SHEET METAL TOP,SLOPE AT 1/4"PER FOOT 0 o WALL ANCHOR SCREW(S) ROOF ENCLOSURE MECHANICAL 2X4 FACTORY WOOD NAILER REFRIGERANT CURB AIREX WALL PENETRATION OUTLET OR EQUAL WITH FRONT VIEW SIDE VIEW ELASTOMERIC LINE-SET SLEEVED PENETRATION COMPRESSION SLEEVE REFRIGERANT PIPING FRAMED CURB (� WALL (LIQUID&SUCTION)TO CANT STRIP(BY MECH. CONNECT EXHAUST FAN TO OUTDOOR UNIT,SEE CONTRACTOR) CURB AS REQUIRED. SPECIFICATIONS FOR LIQUID AND SUCTION INSULATION REQUIREMENTS 24 GA.GALV.METAL OVER ROOFING MATERIAL TOP AND FLASHING-ALL (SEE ARCH.PLANS) JOINTS TO BE WATER TIGHT UV CABLE TIE ROOF INSULATION (2)LAYERS OF 3/4' SPACE PER (VERIFY LOCATION W/ 12"MIN. PLYWOOD DECKING MANUFACTURER'S ARCH PLANS) CONDENSATE DRAIN RECOMMENDATION FILL VOIDS WITH BATT TROUGH AT PERIMETER 2" INSULATION OF HOOD 112"SLIP CONNECTOR STAINLESS STEEL FOR DRAIN AT REAR CLAMP —� BUILT-UP ROOF TO71T�IN) 2"X12'AT 16"O.C.RUN CORNER OF HOOD ROOF DECK(SEE EXTEND UP UNDEROPPOSITE DIRECTION OF (TYPICAL OF 2) ARCH.PLANS) FLASHING ROOF STRUCTURAL ELEMENTS BELOW NOTES: WOOD PLATFORM,MINIMUM HEIGHT EQUAL TO DEPTH OF 1. HOODS SHALL BE CONSTRUCTED OF 16 GAUGE ALUMINUM. ROOF INSULATION.USE 2' ANCHOR TO ROOF AS REQUIRED ROOF STRUCTURE(SEE WIDE WOOD ON 16"CENTER. 2. PROVIDE ALUMINUM SHEET METAL CLOSURE BETWEEN HOOD AND CEILING. REFRIGERANT PIPING INSULATED REFRIGERANT PIPING STRUCTURAL PLANS) This document is the TO INDOOR UNIT SEE SPECIFICATIONS FOR REQUIREMENTS, ANCHOR TOT HE ROOF DECK property of erstad 3. HOOD SHALL OVERHANG DISHWASHER 12"ON ALL OPEN SIDES.SEE PLANS FOR HOOD SIZE. SEAL ROOF PENETRATIONS THROUGH DECK BUILT-UP ROOF INSULATION. (2)2"X12" VERIFY ROOF FRAMING ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this 1 TYPE II DISHWASHER HOOD (SINGLE WALL MOUNTED) 2 ROOFTOP REFRIGERANT STATION DETAIL 3 UTILITY SET EXHAUST FAN PLATFORM DETAIL document without first obtaining written permission of erstad ARCHITECTS is prohibited. NTS NTS NTS This document may not be used in any unauthorized manner. 02022 N � 00 M M '� fn O � � C z E CD O p M V O a) 75 � v M O_ N revision: no. desc. date project: 231106 date: 02.11.2025 permit set CITY APPROVED PLANS Reviewedfor Code Compliance hvac details PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS m31. 13 Page 108 of 180 MUSGROVE ENGINEERING,P.A. 55�pNAL FN 2M&We�xy Ro.M83709 208.384.0585 M5 Wm 25e Sv 133 7 A DUCTLESS SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE 91dah28.523.2W 208.52J.2862 311/2045 s PaaE�22414 m ✓rq)F( \OP 7( SUPPLY FAN COOLING REQUIRED AT 95°F HEATING REQUIRED ELECTRICAL INDOORI NOMINAL OSA,80°F EDB,62°F EWB AT 70°F OSA OUTDOOR UNIT MINIMUM OUTDOOR SYMBOL AREA SERVED TONS UNIT TYPE SEER OPERATING MANUFACTURER AND MODEL REMARKS WEIGHT CFM HP V/0 TOTAL MBH SENSIBLE MBH TOTAL MBH MCA MOCP Vl0 (LBS) FC101 HIGH WALL THROUGH DAIKIN FAN COIL MODEL FTKN12NMVJU CU.101 ELEVATOR EQUIP.112B 1.0 COOLING ONLY 425 N/A OUTDOOR 12.0 9.8 NIA S.fi 15 20811 19.0 25/75 CONDENSING UNIT MODEL RKI2NMVJU 1,2,3,4,5,6 UNIT UNIT HIGH WALL THROUGH FCFC 102 DAIKIN FAN COIL MODEL FTKN12NMVJU CU-102 I.T.118A 1.0 COOLING ONLY 425 N/A OUTDOOR 12.0 9S NIA 8.6 15 20811 19.0 25/75 CONDENSING UNIT MODEL RK12NMVJU UNIT UNIT REMARKS: APPROVED1. APPROVED UAL BY ENGINEER. 2. PROVDEMANUFATURE SACRANKCASE HEATER,NOLOWIAMBEINTICONTROLS&(TO 0-F)WIND RAFFLES,REF IGERATIONELLIINE SET SIZED BY MANUFACTURER,AND TAMPER PROOF PORT CAPS. PACKAGED AIR CONDITIONING SCHEDULE 3. CONTROL UNIT WITH MANUFACTURER'S HARD-WIRED WALL MOUNTED THERMOSTAT(WITH AUTO CHANGEOVER FOR HEAT PUMP VERSION ONLY). COOLING REQUIRED GAS HEATING SUPPLY FAN RTU ELECTRICAL ELECTRICAL POWER EXHAUST OPER. 95°OSA,80°EDB,fit°EWB ELEVATION NOM. OSA MIN. 4. PROVIDE WITH MIRO INDUSTRIES HEAVY DUTY MECHANICAL GALVANIZED ROOF SUPPORT WITH ADJUSTABLE SUPPORT LEGS.SUPPORT SHALL EXTEND A MINIMUM OF 6"BEYOND EQUIPMENT IN EACH DIRECTION.BOLT EQUIPMENT TO MECHANICAL SYMBOL AREA SERVED TONS CFM SEER/EER WEIGHT MANUFACTURER AND MODEL REMARKS SUPPORT. CFM ESP BRAKB DRIVE TOTAL SENSIBLE INPUT OUTPUT MCA MOCP Vl0 STATIC MCA MOCP V/0 (LBS) HP MBH MBH MBH MBH 5. PROVIDE WITH MANUFACTURER'S CONDENSATE PUMP,CONCEAL PUMP BEHIND UNIT WITHIN MOUNTING BRACKET ASSEMBLY. RTU-101 CAFETERIA/COMMONS 12.5 5000 0.75 3.88 DIRECT 137.5 110.8 200 164 68 80 20813 0.75 11.5 20.7 20813 1325 10.2 EER 1500 CARRIER48FEFM14 1 2 3,4,5,6,7 15.0IEER STANDARD EFFICIENCY DUCTLESS SPLIT CEILING CASSETTE COOLING & HEATING UNIT SCHEDULE fit EER CARRIER 48FEFM14 HEATING REQUIRED CARRIER 48FEDA04 COOLING REQUIRED AT 95°F ELECTRICAL INDOOR/ RTU-103 ADMIN 3 1150 0.60 0.51 DIRECT 32.9 35.5 53.6 43.2 18 25 20813 0.5 2.3 2.9 20813 350 14.0 SEER 1000 1,2,3,4,5,7 SUPPLY FAN AT 32°F OSA, STANDARD EFFICIENCY NOMINAL OSA,80°F EDB,62°F EWB OUTDOOR UNIT MINIMUM OUTDOOR 1 SYMBOL AREA SERVED UNIT TYPE 69°F EDB. SEER OPERATING MANUFACTURER AND MODEL REMARKS YA TONS HSPF WEIGHT CFM HP Vl0 TOTAL MBH SENSIBLE MBH TOTAL MBH MCA MOCP Vl0 (LBS) R -1 UL 20 0. 1. IR T .2 2.1 1 2 3 0. 2. 2. 2 3 2 14. SE 12 STANDARD EFFICIENCY 2, CEILING THROUGH CARRIER48FE-6 FG103 CARRIER INDOOR UNIT MODEL 40MBCQ24 RTU-105 KITCHEN 5 2000 0.60 1.07 DIRECT 54.2 42.1 120 96 30 45 20813 0.5 2.3 2.9 20813 285 14.0 SEER 1200 1,2,3,4,5,7 HP103 CONFERENCE ROOM 2.0 CASSETTE 625.878 .067 OUTDOOR 25.5 19.0 30.0 20 30 20811 20.0111.5 501150 CARRIER OUTDOOR UNIT MODEL 38MBRQ24 1,2,3,4,5,6 STANDARD EFFICIENCY COOLIHEAT UNIT UNIT REMARKS: RTU 106 CORRIDOR 1151 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 325 14.0 SEER 12DO CARRIER48FEEA05 1,2,3,4,5,7 SUPPORT STANDARD EFFICIENCY 1. APPROVED ALTERNATE MANUFACTURERS:LENNOX,MITSUBISHI,PANASONIC,SAMSUNG,LG,DAIKIN,OR APPROVED EQUAL BY ENGINEER. CARRIER48FE-05 RTU-107 SEVENTH GRADE 119 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 STANDARD EFFICIENCY 1,2,3,4,5,7 2. CONTROL UNIT WITH MANUFACTURER'S HARD-WIRED WALL MOUNTED 7 DAY PROGRAMMABLE THERMOSTAT WITH AUTO CHANGE OVER. 3, PROVIDE MANUFACTURERS CRANKCASE HEATER,LOW AMBIENT CONTROLS&(TO-13°F COOLING TO-22°F HEATING)WIND BAFFLES,REFRIGERATION LINE SET SIZED BY MANUFACTURER (LONG LINE APPLICATION),AND TAMPER PROOF PORT CAPS. RTU-108 SIXTH GRADE 120 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 405 14.0 SEER 1200 CARRIER48FEEA05 1,2,3,4,5,7 STANDARD EFFICIENCY 4, PROVIDE WITH MIRO INDUSTRIES HEAVY DUTY MECHANICAL GALVANIZED ROOF SUPPORT WITH ADJUSTABLE SUPPORT LEGS.SUPPORT SHALL EXTEND A MINIMUM OF 6"BEYOND EQUIPMENT IN EACH DIRECTION.BOLT EQUIPMENTTO MECHANICAL SUPPORIPROVIDE 18"CURB,REFERENCE CONDENSING CURB DETAIL. RTU-109 SEVENTH GRADE 121 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 CARRIER48FE-5 1 2,3,4,5,7 STANDARD EFFICIENCY 5. PROVIDE WITH MANUFACTURER'S CONDENSATE PUMP,OR LITTLE GIANT MINI CONDENSATE PUMP,CONCEAL PUMP BEHIND UNIT WITHIN MOUNTING BRACKET ASSEMBLY.ELECTRICAL CIRCUIT FOR PUMP SHALL BE INTEGRATED TO FAN COIL. This document is the CARRIER48FEEA05 property of erstad 6. ELECTRICAL TO PROVIDE DISCONNECT AND HEAT TRACE BENEATH UNIT AND TO ROOF DRAIN. AlRTU-110 SIXTH GRADE 122 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 STANDARD EFFICIENCY 1,2'3,4,5,7 ARCHITECTS and is protected by U.S. and RTU-111 SEVENTH GRADE 123 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 2DB13 505 14.0 SEER 1200 CARRIER48FE-5 1 2 3 4 5 7 international laws. Use, ELECTRIC HEATER SCHEDULE STANDARD EFFICIENCY reproduction, or modification of this CARRIER48FE-5 document without first FAN ELECTRICAL RTU-112 EIGHTH GRADE 124 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 2DB13 505 14.0 SEER 1200 STANDARD EFFICIENCY 1,2,3,4,5,7 obtaining written permission of erstad SYMBOL AREA SERVED UNIT TYPE MANUFACTURER AND MODEL REMARKS CARRIER 48FEEA05 ARCHITECTS is prohibited. RTU-113 EIGHTH GRADE 125 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 2DB13 505 14.0 SEER 1200 CARRIESTANDARDEFECIENCY 1,2,3,4,5,7 This document may not be CFM RPM HP KW STEPS Vl0 AMPS used in any unauthorized manner. 02022 RTU-114 EIGHTH GRADE 126 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 CARRIER48FE-5STANDARD EFFICIENCY 1,2,3,4,5,7 EH101 ENTRY 100 RECESSED WALL MOUNTED 245 1400 118 2.0 1 2081 9.6 MARKEL MODEL 3420 SERIES 1,2,3 11.0 EER CARRIER48FEEA05 RTU-115 MEDICAL ARTS 128 6 2300 0.60 1.2 DIRECT 66.1 55.9 120 96 28 45 20813 0.5 2.3 2.9 20813 690 151EER 1200 STANDARD EFFICIENCY 1,2,3,4,5,7 EH102 FIRE RISER 113 SURFACE WALL MOUNTED 245 1400 118 2.0 1 2081 9.6 MARKEL MODEL 3420 SERIES 1,2,3 RTU-116 BUSINESS 129 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 CARRIER48FEEA05STANDARD EFFICIENCY 1,2,3,4,5,7 EH103 MECHANICAL 114 RECESSED WALL MOUNTED 245 1400 118 2.0 1 2081 9.6 MARKEL MODEL 3420 SERIES 1,2,3 M RTU-117 GRAPHIC ARTS 127 5 2000 0.60 1.07 DIRECT 54.2 42.1 120 96 30 45 20813 0.5 2.3 2.9 20813 285 14.0 SEER 1200 CARRIER48FE-6STANDARD EFFICIENCY 1,2'3,4,5,7 EH104 ELECTRICAL 117 RECESSED WALL MOUNTED 245 1400 118 2.0 1 2081 9.6 MARKEL MODEL 3420 SERIES 1,2,3 \V CULLINARY CLASSROOM CARRIER 48FEDA04 00 RTU-118 146 3 1200 0.60 0.51 DIRECT 32.9 35.5 53.6 43.2 18 25 20813 0.5 2.3 2.9 20813 315 14.0 SEER 1000 STANDARD EFFICIENCY EHEH105 KITCHEN 155 SURFACE WALL MOUNTED 245 1400 118 2.0 1 2081 9.6 MARKEL MODEL 3420 SERIES 1,2,3 1,2,3,4,5,7 •� CARRIERMFEEA05 REMARKS: RTU-201 NINTH GRADE 219 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 STANDARD EFFICIENCY 1 2,3,4,5,7 (n 1. APPROVED ALTERNATE MANUFACTURERS:BRASCH,QMARK,INDEECO,OUELLET,AND CHROMALOX. CARRIER 48FEEA05 RTU-202 NINTH GRADE 220 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 STANDARD EFFICIENCY 1,2,3,4,5,7 2. MOUNT BOTTOM OF HEATER 18'ABOVE FINISH FLOOR. 3. PROVIDE UNIT WITH AN INTEGRAL THERMOSTAT.THERMOSTAT SHALL BE COVERED WITH A TAMPER-PROOF ACCESS COVER. RTU-203 TENTH GRADE 221 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 CARRIER 1,2,3,4,5,7 ' STANDARDD E EFFICIENCY FA05 F _ •� RTU-204 TENTH GRADE 222 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 CARRIERMFEFA05STANDARD EFFICIENCY 1,2,3,4,5,7 EXHAUST FAN SCHEDULE RTU-205 ELEVENTH GRADE 223 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 2DB13 505 14.0 SEER 1200 CARRIER48FE-5 2 3 4 5 7 A\ O STANDARD EFFICIENCY V/ O �E L BLOWER ELECTRICAL RTU-206 TENTH GRADE 224 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 2DB13 505 14.0 SEER 1200 CARRIER48FEEA05 ,2,3,4,5,7 MAXIMUM OPERATING STANDARDD EFFICIENCY 1FICIENCY Q� SYMBOL AREA SERVED UNIT TYPE WEIGHT MANUFACTURER AND MODEL REMARKS BONES CFM ESP MAXIMUM DRIVE HPW V/0 (LBS) CARRIER48FEEA05 /��/ RPM RTU-207 ELEVENTH GRADE 225 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 2DB13 505 14.0 SEER 1200 STANDARD EFFICIENCY 1,2,3,4,5,7 \V CD EF 101 BATH 148 CEILING CABINET 75 .375 950 DIRECT 80.2 W 11511 1.0 15 GREENHECK MODEL SP-13110 1,2,5 CARRIER48FEEA05 O RTU-208 ELEVENTH GRADE 226 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 1 2,3,4,5,7 STANDARD EFFICIENCY EF 102 GIRLS 103,BOYS 104 ROOF UP-BLAST 600 .25 1596 BELT 114 HP 11511 5.8 75 GREENHECK MODEL CUBE-099 1,4,6 CARRIER48FEEA05 4_0 RTU-209 TWELFTH GRADE 227 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 STANDARD EFFICIENCY 1,2,3,4,5,7 /I•I EF 103 MECHANICAL 114 CEILING CABINET 150 .375 1050 DIRECT 128 W 11511 3.5 15 GREENHECK MODEL SP-13150 1,3,7 CARRIER48FEEA05 �V O RTU-210 TWELFTH GRADE 229 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 STANDARD EFFICIENCY 1,2,3,4,5,6,7 EF104 ELECTRICAL 117 CEILING CABINET 150 .375 1050 DIRECT 128 W 11511 3.5 15 GREENHECK MODEL SP-B150 1,3,7 11.0 EER CARRIER 48FEFM07 •••� RTU-211 CRIMINAL JUSTICE 226 6 2300 0.60 1.2 DIRECT 66.1 55.9 120 96 28 45 20813 0.5 2.3 2.9 20813 690 151EER 1200 STANDARD EFFICIENCY 1,2,3,4,5,6,7 /l (V �1/ (o EF 105 UNISEX 131 CEILING CABINET 75 .375 950 DIRECT 80.2 W 115/1 1.0 15 GREENHECK MODEL SP-B110 1,3,5 CORRIDOR 2151 CARRIER48FEEA05 RTU-212 SUPPORT 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 325 14.0 SEER 1200 STANDARD EFFICIENCY 1,2,3,4,5,7 EF 106 UNISEX 132 CEILING CABINET 75 .375 950 DIRECT 80.2 W 11511 1.0 15 GREENHECK MODEL SP-13110 1,3,5 REMARKS: 1. APPROVED ALTERNATE MANUFACTURERS:BRYANT,TRANE,AAON,LENNOX,AND YORK, EF-201 UNISEX 230 CEILING CABINET 75 .375 950 DIRECT 80.2W 11511 1.0 15 GREENHECK MODEL SP-13110 1,2,5 rE;VISIOfI: 2. PROVIDE UNIT WITH SEVEN-DAY PROGRAMMABLE AUTO-CHANGEOVER WITH 5 DEGREE DEADBAND,ADAPTIVE INTELLIGENT AUTOMATIC STARTI CONTROL,3 STAGE HEAT,2 STAGE COOLING THERMOSTAT HONEYWELL VISIONPRO MODEL TH8321R1001 WITH ECONOMIZER FAULT DETECTION.THERMOSTAT SHALL BE POWERED BY A 24VAC WIRE CONNECTION. no. desc. date EF-202 UNISEX 231 CEILING CABINET 75 .375 950 DIRECT 80.2W 115/1 1.0 15 GREENHECK MODEL SP-13110 1,2,5 1 addendum 1 03.05.2 3. PROVIDE UNIT WITH MANUFACTURER'S ROOF CURB,(SEE DETAIL FOR SEISMIC RESTRAINTS),FLUE EXTENDER,HAIL GUARDS,HIGH ALTITUDE KIT,THRU-THE-BOTTOM OF CURB ELECTRICAL CONNECTION KIT,HINGED ACCESS PANELS,MICROMETL GEAR DRIVEN INTEGRATED DRY BULB ECONOMIZER WITH BELIMO LOGIC ACTUATORS AND AUX END SWITCH,MICROMETL MODULATING POWER EXHAUST WITH VARIABLE SPEED MOTOR CONTROLLER(100%RELIEF)AND WIRING HARNESS,PRESSURE SENSOR EF-203 UNISEX 232 CEILING CABINET 75 .375 950 DIRECT 80.2 W 115/1 1.0 15 GREENHECK MODEL SP-13110 1,2,5 SET TO.02 POSITIVE PRESSURE.ELECTRICAL CONTRACTOR TO PROVIDE THE POWER CONNECTION BETWEEN RTU AND THE POWER EXHAUST AND PROVIDE FUSED DISCONNECT AS REQUIRED. 4. PROVIDE 2'PLEATED MERV 8 FILTER AND FILTER RACK WITH 4 EXTRA SETS PER UNIT. EF204 UNISEX 233 CEILING CABINET 75 .375 950 DIRECT 80.2W 115/1 1.0 15 GREENHECK MODEL SP-13110 1,2,5 5. MAXIMUM"A-WEIGHTED"SUPPLY AIR SOUND RATINGS FOR UNITS 2-18 TONS=95 DB@125 HI 90 DB@ 250 HZ,PER ARI STANDARDS 270&370. EF 205 JANITOR ROOM 235 CEILING CABINET 135 .375 1041 DIRECT 80.0 W 115/1 1.5 17 GREENHECK SP-B110 1,2,5 6. PROVIDE UNIT WITH MICROMETL WELDED SPRING ISOLATION CURB. 7. PROVIDE A WATER LEVEL MONITOR IN THE PRIMARY DRAIN PAN INTERLOCKED WITH UNIT FOR UNIT SHUT-DOWN ON DETECTION OF WATER WHEN THE PRIMARY DRAIN IS PLUGGED. EF-206 SLIDE ENCLOSURE 240 UTILITY SET 500 .375 1021 DIRECT 1/4 HP 11511 -- 150 GREENHECK MODEL USF-10-B3 1,7,8 project: 231106 date: 02.11.2025 REMARKS: 1. APPROVED ALTERNATE MANUFACTURERS:COOK,PENNBARRY,TWIN CITY FAN COMPANY,SOLER&PALAU,ACME,AND BARRY BLOWER. 2. PROVIDE UNIT WITH MANUFACTURER'S ALUMINUM ROOF CAP(FLAT ROOF)EQUAL TO GREENHECK MODEL RCC OR GRS(WI INTEGRAL BIRD SCREEN AND ROOF CURB),BACKDRAFT DAMPER,OUTLET FLEX DUCT CONNECTION,STANDARD PLUG bid set DISCONNECT,PRE-WIRED FAN SPEED CONTROLLER,THERMAL OVERLOAD PROTECTION,HANGING VIBRATION ISOLATORS,AND WHITE ALUMINUM GRILLE. 3. PROVIDE UNIT WITH MANUFACTURER'S WALL CAP EQUAL TO COOK MODEL WCG(WI INTEGRAL BIRDSCREEN),BACKDRAFT DAMPER,OUTLET FLEX DUCT CONNECTION,STANDARD PLUG DISCONNECT,PRE-WIRED FAN SPEED CONTROLLER,THERMAL OVERLOAD PROTECTION,HANGING VIBRATION ISOLATORS,AND WHITE ALUMINUM GRILLE. 4. PROVIDE UNIT WITH MANUFACTURER'S ROOF CURB W/DAMPER TRAY AND BACKDRAFT DAMPER,THERMAL OVERLOAD PROTECTION(120 VOLT ONLY),PRE-WIRED NEMA 313 ELECTRICAL DISCONNECT SWITCH,AND INTEGRAL BIRD SCREEN. 5. CONTROL FAN WITH SEPARATE WALL SWITCH. ,Q 1 6. CONTROL FAN WITH 7-DAY PROGRAMMABLE TSTAT. h V a c 7. CONTROL FAN WITH HEAT-RISE TSTAT. schedules 8. UNIT IS TO BE MOUNTED ON EQUIPMENT PLATFORM WITH VIBRATION ISOLATION,SEE EQUIPMENT PLATFORM DETAIL FOR FURTHER INFORMATION.PROVIDE UNIT WITH MANUFACTURER'S BACKDRAFT DAMPER,THERMAL OVERLOAD PROTECTION(120 VOLT ONLY),PRE-WIRED NEMA 3R ELECTRICAL DISCONNECT SWITCH,AND INTEGRAL BIRD SCREEN. CITV APPROVED PLANS m4. 11 PLANS MUST BE ON IOR SITE FOR ALL INSPECTIONS Page 109 of 180 MUSGROVE ENGINEERING,P.A. SXONAL F 234&Wm.p<nwooa wxy �5 N 9ois,ID83709 208.384.0585 .5-25.s-, a 133 7 A Iaano ems,M 8W 208.523.2852u5w . s a21/1015 P-ECT 22414 ✓,9TgTF oF Q- A. R DIFFUSER SCHEDULE KITCHEN EXHAUST HOOD SCHEDULE(BUILDING A) BUILDING VENTILATION KITCHEN VENTILATION NECKIRUNOUT SYMBOL NOMINAL SIZE SIZE CFM RANGE REMARKS HOOD DIMENSIONS EXHAUSTAIR MAKE-UPAIR REQUIRED OSA REQUIRED OSA SYMBOL TYPE MANUFACTURER AND MODEL REMARKS RTU-101 1325 CFM RTU-101 1325 CFM 6Xfi 6"0 0-90 1,4,5,6,7,8 LENGTH WIDTH AIRFLOW DUCT MLOAX S.P. AIRFLOW DUCT MLOAX S.P. CFM CoNNECITON LOSS CFM CONNECTION LOSS RTU-102 1325 CFM RTU-102 1325 CFM RTU-103 275 CFM RTU-104 285 CFM KITCHEN EXHAUST HOOD 9X9 8"0 90-200 1,4,5,6,7,8 H-101A (FRONT MAKE-UP) 12'-0" 4'8" 2,700 16'1 -1.008 2,160 (3)12'X 28" 0.195 CAPTIVE AIRE MODEL:5424 ND-2-PSP-F 1,2,4 RTU-104 285 CFM RTU-105 285 CFM RTU-105 285 CFM MAU-101 4320 CFM KITCHEN EXHAUST HOOD 12X12 10"0 200-350 1,4,5,6,7,8 H-1016 (FRONT MAKE-UP) 12'-0" 4'8" 2,700 16'1 -1.008 2,160 (3)12'X28" 0.195 CAPTIVE AIRE MODEL:5424 ND-2-PSP-F 1,2,4 RTU-106 325 CFM MAU-102 3030 CFM KITCHEN EXHAUST HOOD RTU-107 505 CFM ® H-102A 8'-5" 4'8" 1894 14'1 -0.843 1,515 (2)12'X28" 0.215 CAPTIVE AIRE MODEL:5424 ND-2-PSP-F 1,2,4 15X15 12"0 300-500 1,4,5,6,7,8 (FRONT MAKE-UP) RTU-108 405 CFM TOTAL 10570 CFM RTU-109 505 CFM BUILDING EXHAUST KITCHEN EXHAUST HOOD 20X10 20X10 500-700 2,4,6,7,8 H-1026 (FRONT MAKE-UP) 8-5" 4'8" 1894 14'1 -0.843 1,515 (2)12'X28" 0.215 CAPTIVE AIRE MODEL:5424 ND-2-PSP-F 1,2,4 RTU-110 405 CFM EF-101A 2700 CFM RTU-111 505 CFM EF-101B 2700 CFM ® 10X3 10X3 75-175 3,4,6,7,8 H-103 DISHWASHER HOOD 4'-0" 4'4" 600 10'1 4090 N. NIA WA CAPTIVE AIRE MODEL 4624 VHB-G 1,3,5 RTU-112 505 CFM EF-102A 1894 CFM ® REMARKS: RTU-113 505 CFM EF-002B 1894 CFM 18X6 18X6 400-600 2,4,6,7,8 RTU-114 505 CFM EF-103 612 CFM 1. APPROVED ALTERNATE MANUFACTURERS:GREENHECK,E-CON AIR,AND DUO-AIRE. RTU-,15 690 CFM 8'0 150-225 4,6,7,6,9 2. PROVIDE WITH PRE-WIRED HOOD MOUNTED CONTROLS(INCLUDING ALL STARTERS,CONTACTORS,AND DUCT TEMPERATURE SENSOR).PROVIDE REMOTE SURFACE-MOUNTED SWITCHES FOR FANS,AND LIGHTS. 8"0 RTU-116 505 CFM TOTAL 9800 CFM 3. PROVIDE WITH EXHAUST COLLARS,SUPPLY COLLARS,INTERIOR LIGHTS. RTU-117 285 CFM TOTALBUILDING PRESSURIZATION 7. CFM 10'0 1WO 225-350 4,6,7,6,9 4. PROVIDE HOOD WITH MANUFACTURER'S CHEMICAL FIRE SUPPRESSION SYSTEM INCLUDING MECHANICAL GAS VALVE FOR SHUTDOWN OF MAIN GAS LINE TO COOKING EQUIPMENT.SYSTEM SHALL BE CONNECTED TO BUILDING FIRE ALARM SYSTEM BY RTU-118 315 CFM FIRE ALARM CONTRACTOR.THE FIRE SUPPRESSION SYSTEM SHALL BE DESIGNED FOR A UNIVERSAL CONFIGURATION AND SHALL ALLOW EQUIPMENT UNDER THE HOOD TO BE RECONFIGURED WITHOUT ALTERATIONS TO THE SPRINKLER HEAD LOCATIONS RTU-201 505 CFM REMARKS: OR STYLES,OR REOU IRE ADDITIONAL HEADS TO BE ADDED. RTU-202 505 CFM 1. SIZES BASED ON TITUS MODEL TDC SERIES.APPROVED ALTERNATE MANUFACTURERS INCLUDE ANEMOSTAT, 5. CONTROL EF-103 WITH SEPARATE WALL SWITCH. RTU-203 505 CFM J&J REGISTER,NAILOR,METAL-AIRE,TUTTLE&BAILEY,KRUEGER,PRICE,AND UNITED ENERTECH. RTU-204 505 CFM 2. DRUM LOUVER,SIZES BASED ON TITUS MODEL DL.ADJUSTABLE VERTICAL AND HORIZONTAL THROW-HIGH RTU-205 505 CFM DISCHARGE FOR LONG THROWS,WHITE FINISH.APPROVED ALTERNATE MANUFACTURERS INCLUDE ANEMOSTAT,CARNES,J&J REGISTER,TUTTLE&BAILEY,NAILOR,METAL-AIRE,KRUEGER,PRICE,AND UNITED RTU-206 505 CFM ENERTECH. KITCHEN EXHAUST FAN SCHEDULE(BUILDING A) RTU-207 505 CFM 3. CURVE SPIRAL DUCT MOUNTED GRILLE,SIZES BASED ON TITUS MODEL S300FL.DOUBLE DEFLECTION,314" RTU-208 505 CFM BLADE SPACING,INDIVIDUALLY ADJUSTABLE BLADES,AIR EXTRACTOR,WHITE FINISH AND GRILLE SHALL MATCH BLOWER ELECTRICAL CURVE OF DUCTWORK.APPROVED ALTERNATE MANUFACTURERS INCLUDE ANEMOSTAT,CARNES,J&J MAXIMUM OPERATING RTU-209 505 CFM REGISTER,TUTTLE&BAILEY,NAILOR,METAL-AIRE,KRUEGER,PRICE,AND UNITED ENERTECH. SYMBOL AREASERVED UNIT TYPE WEIGHT MANUFACTURER AND MODEL REMARKS RTU-210 505 CFM CFM ESP MAXIMUM DRIVE HP Vl0 BONES (LBS) 4. SIZES BASED ONAMAXIMUM INC LEVEL OF 25, RPM This document is the RTU-211 690 CFM property of erstad 5. ALL DIFFUSERS LOCATED IN LAY-IN CEILING AREAS SHALL BE BORDER TYPE3ANDBEMOUNTEDIN ARCHITECTS and is RTU-212 325 CFM EF-101A KITCHEN 155 ROOF UP-BLAST 2,700 1.4 1,266 DIRECT 3 20813 20.4 200 CAPTIVE AIREMODEL:DU180HFA 1,2,4 protected by U.S. and MANUFACTURER TURERPEVELED) SURFACE MOUNTED.NELS.ALL SEEARDIFFUSERITECTU AL PLANS FOR LOCATIOING NS SHALLIO international laws. Use, MAU-101 4320 CFM BORDER TYPE6(BEVELED)SURFACE MOUNTED.SEE ARCHITECTURAL PLANS FOR LOCATIONS OF VARIOUS reproduction, or CEILING TYPES.MAU-102 3030 CFM EF-1018 KITCHEN 155 ROOF UP-BLAST 2,700 1.4 1,266 DIRECT 3 20813 20.4 200 CAPTIVE AIRE MODEL:DU180HFA 1,2,4 modification document wi of this thout first 6. SEE HVAC FLOOR PLANS FOR DIRECTIONAL THROW REQUIREMENTS FOR EACH DIFFUSER. obtaining written TOTAL 22870 CFM 7. WHENEVER THERE IS A DISCREPANCY BETWEEN THE RUNOUT DUCT SIZE SHOWN ON THE PLANS AND THAT EF-102A CULINARY 150 ROOF UP-BLAST 1,894 1.35 1,069 DIRECT 2 20813 17.1 175 CAPTIVE AIRE MODEL:DU180HFA 1 2 4 permission of erstad SHOWN IN THE SCHEDULE,ALWAYS USE THE LARGER OF THE TWO DUCT SIZES. ARCHITECTS is prohibited. BUILDING EXHAUST This document may not be used in any unauthorized EF-101 75 CFM 8. WHITE FINISH. EF-102B CULINARY 150 ROOF UP-BLAST 1,894 1.1 1,069 DIRECT 2 20813 12.5 175 CAPTIVE AIRE MODEL:DU180HFA 1,2,4 manner. ®2022 EF-102 600 CFM 9. SIZES BASED ON TITUS MODEL TMRA,TYPE 3,ROUND CEILING DIFFUSER,STEEL CONSTRUCTION.APPROVED EF-103 150 CFM ALTERNATE MANUFACTURERS INCLUDE ANEMOSTAT,J&J REGISTER,NAILOR,METAL-AIRE,TUTTLE&BAILEY, EF 103 PREP ROOM 153 ROOF UP-BLAST 612 0.. 1,316 DIRECT .33 11511 12.7 75 CAPTIVE AIRE MODEL:DU30HFA 1,3,5 EF-104 150 CFM KRUEGER,PRICE,AND UNITED ENERTECH. EF-105 75 CFM REMARKS: EF-106 75 CFM 1. APPROVED ALTERNATE MANUFACTURERS:ACME,COOK,GREENHECK,PENNBARRY,TWIN CITY FAN COMPANY,SOLER&PALAU AND BARRY BLOWER. 0 EF-201 75 CFM M EF-202 75 CFM 2. PROVIDE UNIT WITH MANUFACTURER'S ROOF CURB(VENTED ROOF CURB IF EXHAUST DUCT IS SHAFTED RATHER THAN WRAPPED), THERMAL OVERLOAD PROTECTION(120 VOLT ONLY), PRE-WIRED NEMA3R ELECTRICAL DISCONNECT SWITCH, M HINGED SUBBASE,GREASE TERMINATOR,AND U.L.762 RATING, EF-203 75 CFM RETURN &EXHAUST GRILLE SCHEDULE 00 EF-204 75 CFM 3. PROVIDE UNIT WITH MANUFACTURER'S ROOF CURB WI DAMPER TRAY AND BACKDRAFT DAMPER,THERMAL OVERLOAD PROTECTION(120 VOLT ONLY),PRE-WIRED NEMA 3R ELECTRICAL DISCONNECT SWITCH,AND INTEGRAL BIRD SCREEN. EF-205 135 CFM SYMBOL NOMINAL SIZE NECK/RUNOUT CFM RANGE REMARKS 4. FAN TO BE CONTROLLED THROUGH HOOD CONTROL PANEL. " SIZE EF-206 500 CFM 5. CONTROL FAN WITH SEPARATE WALL SWITCH. (n EF-101A 2700 CFM s-0 8X8 6"0 0-80 1,3,4,5,6,7 EF-101B 2700 CFM �� {M EF-102A 1894 CFM B0 B'o &0-180 1,3,4,5,6,7 KITCHEN GAS FIRED MAKE-UP AIR UNIT SCHEDULE(BUILDING A) .0 EF-102B 1894 CFM EF-103 612 CFM R-3 Q SUPPLY FAN ELECTRICAL GAS HEATING EVAP COOLER OPERATING CONDITIONSff)3 10"0 12X12 10"0 180-300 1,3,4,5,6,7 TEMP WEIGHT SYMBOL AREA SERVED TYPE RISE (LBS) MANUFACTURER AND MODEL REMARKS � TOTAL 11860 CFM R-0 CFM ESP HP RPM Vl0 MCA MOCP (F) INPUT OUTPUT INDOOR UTDOOR TDOOR SUPPLY GPM 6'0 22X10 6"0 M 1,3,4,5,6,7 MBH MBH DID AIRDB TOTAL BUILDING PRESSURIZATION 11010 CFM Q O R-5 22X10 810 &0-180 1,3,4,5,6,7 MAU-101 KITCHEN 155 OUTDOOR,INDIRECT GAS FIRED 4,320 .5 5.0 1791 20813 18.8 30 110 437.7 402.6 72 93 65 74 6 1,200 CAPTIVE AIRE MODEL:A2-D.500.261) 1,2,3,4,5,6 i� L RE 22X10 10"0 1&0-300 1,3,4,5,6,7 MAU-102 CULINARY 150 OUTDOOR,INDIRECT GAS FIRED 3,030 .5 2 1392 20813 7.7 15 110 307.0 282.4 72 93 65 73 4.35 1,200 CAPTIVE AIRE MODEL:A2-D.500.26D 1,2,3,4,5,6 ,+ 0"0 CID REMARKS: R-7 22- 12"0 300-500 1,3,4,5,6,7 Q 12 0 1. APPROVED ALTERNATE MANUFACTURERS:DAIKIN APPLIED,STERLING,HASTINGS,GREENHECK,MCQUAY-DAIKIN,TRANE,ESSICK,RUPP AIR,AND WEATHERITE. RA 22X22 14"0 500-750 1,3,4,5,6,7 2. PROVIDE UNIT WITH E-3(409)STAINLESS STEEL HEAT EXCHANGER,FILTER RACK AND FILTERS,INSULATED DOWN DISCHARGE CABINET,MOTORIZED DAMPER,INTAKE AIR HOOD WITH EZ FILTERS,LOW FIRE START AND FULL ROOF CURB. ♦. 4"0 3. PROVIDE SEPARATE 120VAC WIRING PACKAGE FOR MAKE-UP AIR UNITS.OPTION MUST BE SELECTED WHEN MOUNTING VFD IN PREWIRE PANEL OR WITH DCV PACKAGE.PROVIDES SEPARATE 120VAC INPUTTO SUPPLY FAN.THIS 120V SIGNAL MUST BE RUN IL R-9 22X10 22X10 500-1100 1 3 4 5 6 7 BY ELECTRICIAN FROM DCV TO MUA SWITCH. ` C 22x10 4, PROVIDE UNIT WITH TOTALLY ENCLOSED,PREMIUM EFFICIENCY MOTORS AND MOTOR STARTER. / R-10 22-2 22X22 1100-2000 1,3,4,5.6.7 5. UNIT TO BE CONTROLLED THROUGH HOOD CONTROL PANEL. 22x22 6. SEE MAKE-UP AIR UNIT EVAPORATIVE COOLER PIPING DETAIL FOR FURTHER REQUIREMENTS. N R-11 22X10 22X10 500-1100 2,3,4,5,6,7 to 22x16 R-12 20-0 20X20 1100-2000 2,3,4,5,6,7 26x26 R-13 14X,4 1.14 500 2,3,4,5,6,7 14X14 revision: REMARKS: I10. desc. date city 1. SIZES BASED ON TITUS MODEL 50F,ALUMINUM EGGCRATE RETURN GRILLE,112"x 112'x 1"SPACING(SINGLE 3 comments 04.21.2 CORE).PROVIDE SQUARE TO ROUND TRANSITION(WHERE ROUND RUN-OUT INDICATED).APPROVED ALTERNATE MANUFACTURERS INCLUDE,ANEMOSTAT,CARNES,PRICE,NAILOR,METAL-AIRE,TUTTLE& BAILEY,KRUEGER,J&J REGISTER,AND UNITED ENERTECH. 2. HIGH WALL GRILLE SIZES BASED ON TITUS MODEL 355 RL,STEEL BAR GRILLE,FIXED BLADES,1l2'SPACING, 35'DEFLECTION,ADJUSTABLE OPPOSED BLADE DAMPER.APPROVED ALTERNATE MANUFACTURERS INCLUDE ANEMOSTAT,CARNES,J&J REGISTER,NAILOR,TUTTLE&BAILEY,KRUEGER,PRICE,AND UNITED ENERTECH. 3. SIZES BASED ON A MAXIMUM NC LEVEL OF 25. 4. ALL GRILLES LOCATED IN LAY-IN CEILING AREAS SHALL HAVE BORDER M3,UNLESS OTHERWISE INDICATED. ALL GRILLES LOCATED IN HARD CEILING AREAS SHALL HAVE BORDER M1,UNLESS OTHERWISE INDICATED. project: 231106 REFER TO ARCHITECTURAL PLANS FOR LOCATIONS OF VARIOUS CEILING TYPES.SHEET METAL DUCTWORK date: 02.1 1.2 0 2 5 VISIBLE BEHIND GRILLE SHALL BE PAINTED FLAT BLACK. 5. ALL OF THE GRILLES SHOWN IN THIS SCHEDULE MAY NOT BE USED.REFERENCE THE HVAC PLAN FOR GRILLE CALL-OUTS AND THE QUANTITY OF EACH SIZE REQUIRED. 6. WHENEVER THERE IS A DISCREPANCY BETWEEN THE RUNOUT DUCT SIZE SHOWN ON THE PLANS AND THAT SHOWN IN THE SCHEDULE,ALWAYS USE THE LARGER OF THE TWO DUCT SIZES. bid set 7. WHITE FINISH. CITY APPROVED PLANS Reviewed for Code Compliance h va c PLANS MUST BE ON JOB SITE schedules FOR ALL INSPECTIONS m4. 12 Page 110 of 180 MUSGROVE ENGINEERING,P.A. 2M s.wn'Per..om war 55\ONAL FN .o IDs3Tw Q4' tsT O' 208.3M.0585 dd5 wm 25,n S, 133ri 7 A 208.531.286 Idaho F 23ID 83402 2 2/132025 PROJEtl'®T122—2 �qT OF gyp'(` +V A. R\ H i — 404 422 17 rt i rt 2 2'm 3.0 1 — — 415 — — — — — — — — — — - — - - - - - - - - - - - - - - - - - - - - v114 5 ----------- --------- - - - 3 70 FD-1 FD-1 o k. m.a I, 1 LAV-1 EmdSS-1 F- 0 I< FD-1 TYP OF 3 - 2" I ® 0 - - 4"DOWN WG1 W-1 W 1 W 1 W 1 LAV-11 LAV-1 FROM ABOVE Q Q O O O O TYP OF4 TYP OF4 elglil�grMs elgMM1 pretle elxln pred. ❑ Q" I — I —�— —E— 00 0 0 :m a. FCO I �d0 0 �.. �E 4• a• L I OD.1 u— u—z u-z a m;,o .. 4. � — 1m1 aw12b I FD-1 I+ 1 2"m' GCO „a DF-1 I 401 s"m „mom "m `v This document is the _ _ _ _ ® property of erstad ARCHITECTS and is LJ \ 5 nterratio'al laws. Use, ----------- -- - - .w,utl, / protected by U.S. and 0 BELOW INISHEDIOFLOOR2 reproduction, or INVERVTELEVATIONAT36" INVERVT BELOW FINISHED FLOOR 6" R- ___-_____= m tl'ns• "m 'm .m LAV-1 4' WG1 "m m btain ngmodificatiowritten of this 2"0 document thout first GCQ 8 2^m FFF6O FF 140 r - - - , FD-1 permission o ers a GCO 401 ARCHITECTS is prohibited. 4"m az m y v is document may no e r ------- --- --i---- ----- used in any unauthorized manner. 02022 GCO Wco — — — — — — — — — — — — — — — — — — — — — I — — — I 6 DF-1 DF-1 °;,,,, -o- -o— wQ Q-; i i N o nwma..,ma,x.wm , III D-1 1z � I i00 � M P T 401 —0— —❑+— LAV-m1 �W"ew u.. .imldnyrea. �e I EM I 6„m �FD-1I "m LJJ LJ s� LJ I FD.1 I N 1z3 L .ww a^m I a 401 WV FCO I FS-2EJ E GCO' wleleda,con,n,o.s I F 2 WC-1 4" e0 ,oz 416 I I 414 I JFo, ES-2 GCO GCO GCO — — — i FD-1— — — — TD 1 FCO • �/ INVERVTELEVATIONAT36" R��nn''��ii//--44"m INVERVTELEVATIONAT W' RD INVERVT ELEVATION AT 36' R I FS-1 L >BELOW FINISHED FLOOR BELOW FINISHED FLOOR "m BELOW FINISHED FLOOR .m I F 1 I CD O O 12Tan. 401 401 401 I FS-1 XI ++ L FD-1 Xi M kI AF.1 Xi p 0 F 1 I 8 O C.)— — — — — — -- -- -- -- — -- -- -- — -- -- -- -- -- -- —i — — o — — — -- � — — — — --- 9 `JM L ——————— -- GC3•m I 1 INVERVT ELEVATION AT 46 / BELOW FINISH D FLOORGI-1 1 r 04 0 I G�J a PROJECT 401 .m Noll foundation plumbing plan revision: 1/8"=1'-0° no. desc. date project: 231 106 date: 02.11.2025 keyed notes: keyed notes: A OSYMBOL USED FOR NOTE CALLOUT. O SYMBOL USED FOR NOT CALLOUT. permit Set 401 SEE CIVIL SITE UTILITY PLANS FOR CONTINUATION. 414 SEE WATER PIPING RISER DIAGRAM k2 AND WASTE AND VENT RISER DIAGRAM 402 FIRE SPRINKLER LINE TO BE SIZED AND INSTALLED BY FIRE SPRINKLER #1. CONTRACTOR.FIRE SPRINKLER CONTRACTOR SHALL DESIGN THE FIRE 415 SEE WATER PIPING RISER DIAGRAM#4 AND WASTE AND VENT RISER DIAGRAM SPRINKLER SYSTEM ACCORDING TO A STATIC PRESSURE OF 60 PSI AND A 03. FLOW OF 2156 GPM AT 20 PSI RESIDUAL PRESSURE.(FIRE FLOW INFORMATION 416 SEE ENLARGED KITCHEN PLAN FOR MORE INFORMATION. PROVIDED BY FALLS WATER)FIRE LINE CONNECTION TO MAIN WATER SERVICE 422 NEW Y DOMESTIC CW LINE FROM NEW 2"METER.SEE CIVIL SITE UTILITY SHALL MEET STATE AND LOCAL UTILITY REQUIREMENTS. PLANS FOR CONTINUATION. 404 GAS SERVICE AND GAS METER FURNISHED AND INSTALLED BY INTERMOUNTAIN foundation GAS COMPANY.CONNECT 2"GAS LINE TO METER.PROVIDE A PIPE SLEEVE AND SEALANT AROUND GAS PIPE PENETRATION THRU EXTERIOR WALL.PAINT ALL plumbing GAS PIPING OUTSIDE THE BUILDING TO MATCH THE BUILDING COLOR. (CAPACITY=5,486.6 MBH,DELIVERY PRESSURE AT 5-PSI) 405 MAIN DOMESTIC WATER SHUT-OFF VALVE FOR BUILDING.LOCATE VALVE IN AN CITY APPROVED PLANS plan ACCESSIBLE LOCATION AT LEAST 12"ABOVE THE FINISH FLOOR AND NO HIGHER THAN 60-INCHES.PROVIDE A METAL VALVE TAG THAT IS A MINIMUM SIZE OF 1.5"X 2".TAG SHALL BE RED WITH WHITE ENGRAVED LETTERS THAT PU1Ns MUST BE ON lOm SITE 1 11 READS'MAIN WATER SHUT OFF." POA ALL wsvernaes Page 111 of 180 MUSGROVE ENGINEERING,P.A. 24 S.wnrsperwoad war 55\ONAL FN .o ID 83'/09 Q4' tsT O' 208.J84.0585 do5 wm 25m daho S— 133ri 7 A I Falh,ID 8J402 208.523.2862 2/132025 t� PRWECT2241OF gyp•(` +V A. R\ MID H i HB-1 403 emc. sn HB-1 - � - - ----------- ------ --- - - - - 3 TYR OF 3 - - - — — — — — LAV.1 — — — 3I4"m" m 5 HB-1 425 — — — — — — — — — — 199MBH WH-1 0 FD e100 °"C° 4"WASTE DOWN ET-1 — 13 448 1 RP-1 l: FD 1 ® L'mJ 2'm I 0 4 RPBP 1 2112"m I TS-1 FD-1 1114" 0 112"m SS-1 W-1 -1 -1 -1 -1 -1 1l YP OF4 AV-1 314E uT 4E 2"m .Igan r.a. eimmn reaa .L,n mae Cp 2"m I n SA-1 p p p p p I T1P OF 4 p„m W „m ,,��� ,,__ss__,, M 3 e - CO IJ LJ L'J � • 2" I •m m ae l_ mea«:.i.a 3l4" ` 120' t 4"VTR L 0 4 $p — a __ 2" 0 C wC-1 u— 11 u-2 I ";a�°" 1112, rm '} "E WC-1 Gi DF-1 423 To 423 I nzn°m•m FD-1 ire 1 0 amce l 424 2ofine I n..,, 212"m I� J 411 O 3"m 425 1 3"m oa 1 112 I 419 „,elme.a.ce 2"m 413 0 I .wwno -- - - -- - - - - ___ 'DN-1 412 4 m I'm ___ ___ _ _ _ ___ __ _ 4"m t ___ ___ __ - _ - _ em om e 0 426 2m 2„m 3l4" I This docu ment of stsdth Aroperty RCHITECTS and is r_ _ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___- _ __ yam 411 0 ..0 0 protected by U.S. and rery du ____-______ __ - - _ _ O ^�« 5 �� 'DoT omce R ell l _ _ _ _ _ _ _ _ _ r _ _ _ _ _ _ _ _ _ _ 00° international O.S.l Use, :.oe,e i,sa 6"m 6'm reproduction, or OD i 2"0 2112E 6'0 6" I 1112E I 1112E 1112E once WC'1 doccdoment it this RD C___ __________ i I 3/4" ins` 3/4" 314"m 0 V-1 SA-1409 obtaining written ARCHITECTS is prohibited. a"m m permission of erstad 412 4"DN-1 4^m S-3 3/4"m FD-1 + lam n a2 1"m ♦�1"m I III This document may not be 2"m i-- - --I -- ----j----- I anner. ®2022 ------ used in an unauthorized HB-1 IT .-... — — — — — — — — — — 1 6 r2"m 11 DF-1 DFDF-1 1 411 D 411 411 i:,m, I 445 1 446 SA-1 I I N WC-1 ux I 31a.m 4.m =- aos ;m` "m 4^m I M ® To /� M oc:O.x. 2.m 2.m 4"m 4"m •L"J I 6 1 V 4'm _ 00 LAV-1-1 4'm k10 1 �� I I I � I I "DN-1412 T 411 LAV 1 - D elyu,__nss__re,a. R ,min,aae F I u J„a Ix OD LJ eewrae L"J I oso III AB-1 _ 2"o I'm 3/4"m LJ OD „I___ _ _ " OD I I I "m I a I 412 4 DN-1 a„ t-4-0 S-A-1 3"0 .de.. Iloa �L 1 411 ,wN 419 0 R, WC-1 I 413 1418 0)eaNMde,eommem 1 ® ' 3"V.UPTQ 419 e'0'T ,oz 414 I _ _ - I 1418 •__ 416 Ire- � 3 419 FF. 4"DN-1 @ O 412 4"DN-1 - - - - - - - - I - 412 DN-1 HB-1 419 1 I E^+ a0 ET-1____ R-1 ..f O _ _ - - r L 4a6 x RPBP-1 >< I ,M V ® 445 I V o ® I 8 M ID 75 v ^' V — — —I — — — I-- -- -- -- — -- -- -- — -- 4 — — — -- — — — I 9 ♦..� t M r- -- ------- --------- — -- 10 _ HB 1 W r N g f.5 f e.8 e.6 e.4 e.3 e d c b a PROJECT mfirst floor plumbing plan revision: 1/8"=1'-0° no. desc. date CITVPPROVED PU1N5 p.rm.ew,Pa.Ee• PIANS MUST BE ON IOB SITE fOR ALL INSPECTIONS keyed notes: keyed notes: date: 02.11.20225 OSYMBOL USED FOR NOTE CALLOUT. O SYMBOL USED FOR NOT CALLOUT. 403 FIRE SPRINKLER RISER LOCATION.FIRE RISER SHALL PROVIDE A WET PIPE 415 SEE WATER PIPING RISER DIAGRAM#4 AND WASTE AND VENT RISER DIAGRAM SPRINKLER SYSTEM THAT INCLUDES A TAMPER SWITCH,FLOW SWITCH,ALARM #3. AA*BELL,AND FIRE DEPARTMENT CONNECTION. 416 SEE ENLARGED KITCHEN PLAN FOR MORE INFORMATION. permit {. SGl 404 GAS SERVICE AND GAS METER FURNISHED AND INSTALLED BY INTERMOUNTAIN 418 ALL PIPING ON EXTERIOR WALL TO BE INSULATED COPPER.INSTALL WATER GAS COMPANY.CONNECT 2"GAS LINE TO METER.PROVIDE A PIPE SLEEVE AND PIPING ON WARM SIDE OF INSULATION. SEALANT AROUND GAS PIPE PENETRATION THRU EXTERIOR WALL.PAINT ALL 419 ROOF DRAIN LINE DOWN TO BELOW. GAS PIPING OUTSIDE THE BUILDING TO MATCH THE BUILDING COLOR. 423 PIPING UP TO RESTROOM ABOVE. (CAPACITY=5,486.6 MBH,DELIVERY PRESSURE AT 5-PSI) 405 MAIN DOMESTIC WATER SHUT-OFF VALVE FOR BUILDING.LOCATE VALVE IN AN 424 PIPING UP TO SERVIE SINKABOVE. ACCESSIBLE LOCATION AT LEAST 12"ABOVE THE FINISH FLOOR AND NO 425 PIPING UP TO SINK ABOVE.HIGHER THAN 60-INCHES.PROVIDE A METAL VALVE TAG THAT IS A MINIMUM 426 PIPING UP TO DRINKING FOUNTAIN ABOVE. 'I St fIOOP SIZE OF 1.5"X 2".TAG SHALL BE RED WITH WHITE ENGRAVED LETTERS THAT 445 PROVIDE 1l2"NOWPOTABLE WATER LINE UP TO EVAPORATIVE COOLER READS"MAIN WATER SHUT OFF." SECTION ON MAKE-UP AIR UNIT.SEE MAKE-UP AIR UNIT EVAP COOLER PIPING 409 WATER HAMMER ARRESTER.SIZE AND LOCATE PER MANUFACTURERS DETAIL FOR FURTHER INFORMATION. plumbing RECOMMENDATIONS.PROVIDE ACCESS PANEL FOR ACCESS TO WATER 446 PROVIDE 2"WASTE LINE FROM EVAP COOLER SECTION ON MAKE-UP AIR UNIT HAMMER ARRESTER. ABOVE.ROUTE TO FLOOR SINK AS SHOWN.SEE MAKE-UP AIR UNIT EVAP 411 ROOF DRAIN AND OVERFLOW LINES DOWN FROM ABOVE. COOLER PIPING DETAIL FOR FURTHER INFORMATION. plan 412 LOCATE DOWN SPOUT AT 24"ABOVE FINISHED FLOOR. 448 PROVIDE COMBUSTION AIR AND FLUE FROM WATER HEATER UP THROUGH 414 314E CW LINE UP TO ROOF HYDRANT LOCATED ON ROOF. ROOF. 2. 11 414 SEE WATER PIPING RISER DIAGRAM I{2 AND WASTE AND VENT RISER DIAGRAM #1. Page 112 of 180 MUSGROVE ENGINEERING,P.A. z34 s.wnrsaerwar 55\ONAL FNa [ioise,ID 93709 83709 (44i 4ST 208.384.0585 / 945 ww 25,h aho 8mem 133r17 A Id Falh,ID 83402 208.523.2862 2 132025 aaaETz2417 m OF gyp(` +V A.. R\ H i 1 - - - - � - - - - � - - - - � - -b °' - - - - - 5_1 — — — — — — — — — — — — — — — — — — — — .line. 2" 2"GAS LINE UP FD�-2� LJ 3"V.UP LJ FD-2 WC-iJ �LAV-1 -1 LAV-1 wC�i) ele.emn m.eae wmh�a. w as u�„m�m, .me.m. �4"VrR - L_I LJ �0 2"m i 409 onmine�unlw 420 LAV-1 LAV-1 A 1 EF LJ W' ® i FD 2®WGi 102 FD-T 411 r7 zB� zmJ71 «.moo To SS-1 314-0 RTU 18 This document is the _ _ _ _ _ _ _ _ _ _ — _ _ _ ��C,\� property of erstad 428 "R5-1 ARCHITECTS and is DF-1 Pnd P "OD-1 internattional laws. a Use, 1112" 1114'm reproduction, or modification of this 2 ser 3l4" document without first obtaining written RTU permission of erstad \ / 103 ARCHITECTS is prohibited. b O I I I I I MPG I I \ / III This document may not be 11 \ / II ❑ ❑ /�\ used a dne�.®202u2 authorized MPG 18z / / \ 3141, ICI rm 4'm 420 420 420 ❑ ❑ ❑ MPG e ❑ , N 314"m o RTU MAU M EF 11/4"m 104 102 408 M 00 ° z6s 1� „ae rae ae 14"m ❑ Y clew ei mn e.eae � m e., e°°'1ea' ❑ 408 ❑ 420 II L—I u ❑ •_OD-1 ` N 6"RD-1 RH-1 KEF 5 71 Pm 430 KEF KEF 103 �� 3"V.UP � PG 102A O1Ik(`v�11 102B ' � °� 3 4"0J 1.0 _ — — MP LJ RTU 314'm I'm 4� 10 qpg 3l 7 IN F 3/4'm 431 11B CD 3/4"m W o mo MPG ❑ Rp59 1A 446 M01 445 Q. /NM+ 0 — — — — — — — -- -- — -- -- -- — -- -- -- -- -- -- -- — — — — — — — — — 3"VTR�3'VTR — 0 I I I I I I I I I I I I IJJJJJ� � 7 N g f.5 f e.8 e.6 e.4 e.3 e d c b a PROJECT NORTH m second floor plumbing plan revision: 118"=1'-0° no. desc. date project: 231 106 keyed notes: date: 02.11.2025 OSYMBOL USED FOR NOTE CALLOUT. 408 PROVIDE SHUT-OFF&PRV VALVE(5-PSI TO 7-W.C.).VENT PER MANUFACTURER'S RECOMMENDATIONS.SEE GAS LOAD CHART,THIS SHEET, permit Set FOR LOW PRESSURE GAS CONNECTION SIZES TO INDIVIDUAL FIXTURES. I'� (TYPICAL) 409 WATER HAMMER ARRESTER.SIZE AND LOCATE PER MANUFACTURERS RECOMMENDATIONS.PROVIDEACCESS PANEL FOR ACCESS TO WATER HAMMER ARRESTER, 411 ROOF DRAIN AND OVERFLOW LINES DOWN FROM ABOVE. 420 ROOF DRAIN AND OVERFLOW LINES DOWN TO BELOW. 427 VENT LINE UP FROM BELOW. 2 n d floor 428 314'CW LINE UP FROM BELOW UP TO ROOF HYDRANT ABOVE. CITY APPROVED PLANS 430 1 1/2"LOW PRESSURE(7"W.C.)GAS LINE DOWN FROM ABOVE. 431 3/4'LOW PRESSURE(7"W.C.)GAS LINE DOWN TO BELOW. plumbing FIANS MUST BE ON JOB SITE 445 PROVIDE I/2"NON-POTABLE WATER LINE UPTO EVAPORATIVE COOLER FOB ALL INSFECTIONB SECTION ON MAKE-UP AIR UNIT.SEE MAKE-UP AIR UNIT EVAP COOLER PIPING plan DETAIL FOR FURTHER INFORMATION. 446 PROVIDE WASTE LINE FROM EVAP COOLER SECTION ON MAKE-UP AIR UNIT ■ ABOVE.ROUTE TO FLOOR SINK SHOWN.SEE MAKE-UP AIR UNIT EVAP COOLER PIPING DETAIL FOR FURTHER INFORMATION. Page 113 of 180 MUSGROVE ENGINEERING,P.A. zJ4 s.wnrsaar..'oo4 war 55\oNAL FNa [ioiu,ID BJ709 208.J84.0585 U5wm25m S—daho 133ri 7 A I Falh,ID 8J402 208.5212862 2/132025 t� PRWECT2241aOF +V A.. R\ H i 1 - - - - � - - - - � - - - - � - - � - - - - - - - - - - -r - 3 — — — — — 429 MP 2"m 4 G-3"VTR 0 02 01 ® C9-4"VTR 0 MPG . EF 102 "OD-1 "RD-1 a 2 m RTU 115 MBH 115 MBH 115 MBH 115 MBH 115 MBH 115 MBH (RH1115 MBH 115 MBH 115 MBH RTU 211 120 MBH 408 12 — — — — RTU RTU RTU RTU — RTU — RTURTU RTU RTU — — — 118 \ '' / This document is the 114 208 206 112 110 204202 108 _ property of erstad ❑ ❑ ❑ ❑ "RD-1 ARCHITECTS and is 120 MB o o O o protected by U.S. and O I QO QO o PG MI I 'OD-1 I international laws. Use, RTU ❑ — 112 11/4"m reproduction, or 115 408 408 408 408 \ 408 1408 0 3l4"m modificatio withoun of this 1114"m obtaidocun ngt wrttent first ❑ uMPMPG RTU i20 MBH permission of erstad 103 ARCHITECTS is prohibited. 3/4"m 408 408 1"m 408 408 1 m 408 408 11/4"m 408 408 11/4"m 1114"e 1114" This document may not be used in any unauthorized 408 manner. ®2022 — — — — RTU 40 RTU RTU RTU RTU RTU RTU RTU RTU RTU V 3l4"m 14"m 3l4"m 115 MBH ❑ 113 207 205 111 115 MBH 115 109 203 212 201 107 MP 408 408 115 MBH 115 MBH 115 MBH MBH 115 MBH 120 MB 115 MBH p yqm 445 N 4"R-1 "OD-1 4"RD-1 "OD-1 D-1 "RD-1 ❑ ❑ 4 MPG M02 PG O I , 120 MBH E. MBH 314"m RTU RTU 1114" RTU 446 � (�'� 04 00 408 "oD-1 117 209 �� MBH 115 MBH 120 MB 115 MBH ❑ ❑ ❑ 4"m ❑ ❑ ❑ ❑ ❑ 314" 11 0 �'l 6 RD 1 KEF KEF RH-1 0 K03 �� r a _ RTU 3"VTR PG � 102A 102B ' 210 1.00 v i G RTU MBH 79 I'm C9�4'VTR — M = 4� K F PG 3l4"m 3/4" 10 B W^+ I'm MAU O O 120 MBH RTU 3/4"m 0 101 7Q 4+ L- 105 0 A 446 343.3 MBH Q� 234 MBH 436 445 g O v 9 � - 4 - - - - - - - - - - - - � - - - - 4- - - - - - - - � - - 10 0 I I I I I I I I I I I I 7 N g f.5 f e.8 e.6 e.4 e.3 e d c b a PROJECT NORTH plumbing planplumbing plan revision: 1/8"=1'-0" no. desc. date project: 231 106 date: 02.11.2025 keyed notes: OSYMBOL USED FOR NOTE CALLOUT. permit set 408 PROVIDE SHUT-OFF&PRV VALVE(5FSI TO 7"W.C.).VENT PER MANUFACTURER'S RECOMMENDATIONS.SEE GAS LOAD CHART,THIS SHEET, FOR LOW PRESSURE GAS CONNECTION SIZES TO INDIVIDUAL FIXTURES. (TYPICAL) 429 2"MEDIUM PRESSURE(5-PSI)GAS LINE UP FROM BELOW. 436 GAS LINE DOWN TO BELOW. 445 PROVIDE 1/2"NON-POTABLE WATER LINE UP TO EVAPORATIVE COOLER SECTION ON MAKE-UP AIR UNIT.SEE MAKE-UP AIR UNIT EVAP COOLER PIPING COO DETAIL FOR FURTHER INFORMATION. 446 PROVIDE 2"WASTE LINE FROM EVAP COOLER SECTION ON MAKE-UP AIR UNIT plumbing ABOVE.ROUTE TO FLOOR SINK AS SHOWN.SEE MAKE-UP AIR UNIT EVAP CITY APPROVED PLANS COOLER PIPING DETAIL FOR FURTHER INFORMATION. plan Reviewed for Code Comp/i-- PLANS MUST BE ON JOB SITE 3 11 FOR ALL INSPECTIONS Page 114 of 180 MUSGROVE ENGINEERING,P.A. 55�pNAL FN 2M s.wmep—I w.y B.is,ID83709 208.384.0585 M5 Wen 250,S— 133 7 A men.Fe ,TO 83amz 208.523.2862 311/2025 s PaaE�cT zzdl4 0, ✓rg7F OF 5pP�( q`RIV A. �VG H F — — — r III L — — — —1 -- — _ - — _— — — — 4"FCO ITI "m a 446 445 2„_ l - __ ___ I 112"m 3Wo FD-1 FD-1 2„mI 34„Bl i2° 1 o -- R I "DN-1 412 i "m 419 .--GCO "e GCO u� m LJ �Q I I I HB-1 This document is the so 4'F ® 360 MBH e 3l4"m ® property of erstad ARCHITECTS and is 30 --- — — — protected by U.S. and p-1 "m m ~I international laws. Use, 150 MBH 144 MB reproduction, or 29 26 ea5i 29 135 MBH 26 314"CW UP F.p modification of this 30 27 � I m 27 2" 1"m document without first LE2 2 m1/2 m ® FS-2 permi sion written411 ® — — Q ARCHITECTS fserstad 1 prohibite2"m "m 430 — — — This document may not be ZZL •—p—• "m n n n u nn p --- - - use in any d 4>2022 authorized n u u .- 1114"m 3I4"m a 314'm 3l4"m t © m —� W1-1 2" I "m 2'm a , LJ 19 11@"m — — — i 6 53 314"m FS- 410 u—I� - "m 2"m a 2 EP 77 .m 1"m 3WEI ELI 1.m yI D —16 4"m FD1 1.0 4"V.UP TD1 4"FCO 23.2 LZ m--�---} I SS-1 I 437 M 2"m 13 120 MBH 2" i m FS-1 00 19 I m FS-1 PF11 3"m "m F 1 ® 3/^"m u�y� 3l4 446 ��' ' E71 3O99 MBH a FS11 _ n n n'un n RP-1 •� (n —______ FS-1 ❑ r2 3/4"m m m 1 1——1I 1 �1 410 1"m �I — a 2„m 0FD-1 .� FD 1 2„ 3"m o ® 3'e 445 .0 100 MBH 134 MBH 3 21 RPBP-1 •� }F FD-1 FD-1® 1/2" t 0 FS-1 O 0 i I 3I4„m ---------I---- r — — --1---- �' L "m ] 114^ 3"v.UP ] V — 8 ,+ a — 4/ 4"GCO 3„mom HB 1 i � N O i i I I I i revision: C b J a C b a no. desc. date 1 addendum 1 03.05.2 4"GCO 4"m m enlarged kitchen foundation plumbing plan (I) enlarged kitchen plumbing plan 1/4"=1'-0" 1/4"=1'-0" project: 231 106 date: 02.11.2025 keyed notes: ,J OSYMBOL USED FOR NOTE CAL-OUT. b i u Set 410 PROVIDE MECHANICAL SOLENOID VALVE ON GAS LINE,INTERLOCK WITH FIRE SUPPRESSION SYSTEM AND FIRE ALARM FOR HOOD. 411 ROOF DRAIN AND OVERFLOW LINES DOWN FROM ABOVE. 412 LOCATE DOWN SPOUT AT 24'ABOVE FINISHED FLOOR. 419 ROOF DRAIN LINE DOWN TO BELOW. ,J CITY APPROVED PLANS 430 1112"LOW PRESSURE IT'W.C.)GAS LINE DOWN FROM ABOVE. enlarged ..w.<e� 437 3I4"LOW PRESSURE T W.C.)GAS LINE DOWN FROM ABOVE. �.7 PLANS MOST S EC ION SITE 445 PROVIDE V2"MAKE-UP U WATER LINE E-TO EVAPORATIVE COOLER kitchen FOR ALL INSPECTIONS SECTION ON MAKE-UP AIR UNIT.SEE MAKE-UP AIRUNIT EVAP COOLER PIPING DETAIL FOR FURTHER INFORMATION. plumbing 446 PROVIDE 2"WASTE LINE FROM EVAP COOLER SECTION ON MAKE-UP AIR UNIT ABOVE.ROUTE TO FLOOR SINK AS SHOWN.SEE MAKE-UP AIR UNIT EVAP COOLER PIPING DETAIL FOR FURTHER INFORMATION. plans448 PROVIDE COMBUSTION AIR AND FLUE FROM WATER HEATER UP THROUGH ■ 1 1 ROOF. Page 115 of 180 MUSGROVE ENGINEERING,P.A. S\ONAL FN 234&Whealw.oa war Eb'M 8'70 208.384.0585 .5-25.s—, men.F�,M 8W 133 7 208.523.2M2 311112025 PROJECT 22414 OF 19 >>RHA 2"2"a 314'm 31,Vo 0 3 "o 3" 2"a FD-1 '„mA;Z % FS-1 2'a .a 1'0---1 2'- FS-2 YVTR3 VT TD-1 �0 Wo 000 WB 1 3/4" FS 1 2"o FS 1 'j i ♦ 4"o 4'o 0 FS-2 —2"0 2" ET-1 4"FCO 'HB-1 N, FS-2 FD-T 11 ' FS-2 HSA 4'10o� This d c urr ent is the OF SS-1 I propero of erstod 10 4-0 ty ARCHITECTS and is FS-1 protected by U.S. and RPBP! WH-2 international laws. Use, FC 4"0 SS-1 reproduction, or m modification f this 4' document without first OFID obta inin, -Itten permission of erstad 4"GCO 0 0 I / ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. 02022 00 1 kitchen waste and vent riser diagram 2 kitchen water riser diagram vi 0) M r > E CD 0 0 M C) M a) 75 M r- 112'o > 0- 2"o cm to _> 2112"o 2112"o 2"0 revision: 4"VTR 1 11,Vo 1114"o no. desc. date 1 addendum 1 03.05.2E WC-1 > WC-1 • 112"o WC-1 11/2" WC-1• FD- 2n. J- 112'01 4"0 �J WC 1� U-2- WC-1 14 1 1 U-2. V-1 4" '00"00000ro & I o WC-1 U-21 LAV-1 LAV- LAV- .0 LAV-1 -Av- FD-2 WC 1 LAV-1,-:< project: 231106 LAV-1 LAV- " ;' 1/70 �'F WC-1 ILAV-1 —7 date: 02.11.2025 LAW; WC-1 LAV-1 AV-1 -AV-1 >�o V1 1q^m LAV-1 1100, LAB-' bid set DF-1 DF�/� -1 plumbing 4". 3 restroom waste and vent riser diagram 4 restroorn water riser diagram riser FC I---- diagrams PLANS MUST BE ON lOm SITE FOR ALL INSPECTIONS P5. 11 Page 116 of 180 MUSGROVE ENGINEERING,P.A. SUNK BRONZE CLEANOUT SEE THE PLULUGMBING BINGFIITH LINTER 5\ONAL F SUNK HEAD.SEE THE PLUMBING FIXTURE zw s.wnrsperwoad way y 4ST NC FINISH GRAD i�18, SCHEDULE FOR MANUFACTURER AND 2083M.05859 MODEL. US w zxS_zz; 13J I / A Idaho TO S23ID 88M3402 M- A ISwww.na:ao ev+.con, 2/13/2025 zae.sn.zsz PRWEc 22414 or�P'g /A. R\ SAME SIZE AND EXHAUST MATERIAL AS THE SEWER SEE PLANS 45'ELBOW PIPING NOTE: 45°WYE ±APROX4. 1. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL BACKFLOW FLASHING SEE PLUMBING FIXTURE DEVICES TO BE INSPECTED IL ICERTIFIED BACKFLOW TECHNICIAN CAP AT TERMINUS SCHEDULE FOR BOWL& BEFORE THE USE OF THE BUILDING POTABLE WATER - r FAUCET SPECIFICATIONS SYSTEM. J 2. THIS BACKFLOW PREVENTER CAN BE INSTALLED IN A VERTICAL 18" 20 GA.GALVANIZED MID MINIMUM SLEEVE.ALLOW PIPING CONFIGURATION WHEN SPACE IN ROOM IS LIMITED.REFERENCE PLANS SANITARY SEWER LINE(PVC, CHROME PLATED TO MOVE FREELY FOR CONFIGURATION OR CONTACT THE ENGINEER FOR ASTM D30330R D3034,SDR II COPPER TUBING APPROVAL. 35,WITH ELASTOMERIC ROOF THROUGH SLEEVE WATER RISERS 3. THIS SYSTEM IS FOR INDOOR INSTALLATIONS ONLY.THIS VALVE SHALL GASKETS) CAST BRONZE TAPER THREAD PLUG MAY EXTEND AS A TYPICAL CONDENSATE DRAIN BE EASILY ACCESSIBLE TO FACILITATE TESTING AND SERVICING.DO NOT WASTEORVENTLINE CONNECTION INTO LAVATORY AND INSTALL IN A CONCEALED PEDESTRIAN TRAFFIC AREAS/NON-PAVED AREAS SINK DRAIN PIPING.SEE MECHANICAL LOCATION. WALL FLOOR PLANS FOR FAN COIL STAINLESS STEEL ROUND COVER BRANCH TAIL PIECE EXTENSION SECTION WITH 3l4' CONNECTIONS,SIZES AND PIPING REDUCED PRESSURE ZONE ASSEMBLY ROUND FLANGED HOUSING WITH HEAVY ROUTES. BACKFIL PREVENTER RPBP-1 SCREW CAP/PLUG DUTY CAST IRON COVER.COVER TO BE AND VANDAL PROOF SCREW. --- CONDENSATE DRAIN CONNECTION.(PROVIDED MINA PIPE SIZE DIA MIN,4 PIPE SIZE DIA FINISH PAVEMENT INSCRIBED"SAN".SEE THE PLUMBING AND INSTALLED BY PLUMBING CONTRACTOR.) FIXTURE SCHEDULE FOR MANUFACTURER I PLUGGED TEE OTHER PIPING MATERIALS.SEE PRESSURE GAGE AND MODEL. CHROME PLATED PIPE AND FITTINGS. SPECIFICATIONS (0-100 PSI RANGE) ° - - TYPICAA ATORI ES.SEELO TES BE AND LAVATORIES.SEE NOTES BELOW. 01 n 20 GA.GALV.SHEET CHROME ESCUTCHEON TO POTABLE SAME SIZE AND SCREW SLEEVE WATER SYSTEM AIR GAP BALL VALVE(TYP SECURELY TO 2z4 METAL STRAP CLEANOUT PLUG MATERIAL AS THE YSTRAINER SEE PLANS 45°ELBOW 9" BRACING.SCREW HEAD SCHEDULE 40 SEWER PIPING TO BE INSTALLED INSIDE RUN DRAIN TO SEE SPECIFICATIONS OF SLEEVE. 4) PVC OR NOTES: FLOOR DRAIN z 45°WYE FOR PIPE MATERIAL CPVC 1. INTERIOR EXPOSED PIPE,VALVES AND FIXTURE TRIM,INCLUDING TRIM BEHIND CASEWORK DOORS,SHALL BE CHROME PLATED. m 4 CAPATTERMINUS - r FLOOR LINE CLAMP 2. ALL PIPING PENETRATIONS THROUGH FINISHED WALLS SHALL BE PROVIDED WITH CHROME ESCUTCHEONS. PVC PIPE SLEEV e - 3. ALL SINK AND LAVATORY TRAPS SHALL BE PROVIDED WITH A CLEANOUT PLUG IN THE BOTTOM OF THE TRAP. O O O O O O SANITARY SEWER LINE a a INSULATE VENT PIPING IN �O O p 00 O p 00 O p000 O 00 O p Op O p 00 O p 00 O OO O O OO O p Op O p 00 O O 0 ATTIC WITH ill"THICK 4. ALL PLUMBING FIXTURES SHALL BE CAULKED AND SEALED TO SURROUNDING SURFACES. O O O O O O p 0 O p O O O O O O. O O O (PVC,, R D3033 OR . ° ARMAFLEX 520 D3034,SDR 35,WITH INSULATION. FROM STREET ELASTOMERIC - FF-TI 5. PLUMBING CONTRACTOR SHALL VERIFY THE LOCATION OF ALL LAVATORIES AND SINKS THAT NEED TO BE INSTALLED WITH THE BRANCH SUPPLY GASKETS) a V TAIL PIECE SECTION WITH 3/4"DRAIN CONNECTION.THE PLUMBING CONTRACTOR WILL BE RESPONSIBLE TO VERIFY THE PLUMBING FROM STREET VEHICULAR TRAFFIC AREAS PAVED AREAS EXHAUST INTAKE ROUGH-IN DIMENSIONS AND SHALL TAKE INTO ACCOUNT THE TAIL PIECE EXTENSION DIMENSIONS. 1 BUILDING WATER SERVICE DETAIL 2 GRADE CLEANOUT (GCO) DETAIL 3 WALL CLEANOUT (WCO) DETAIL 4 CONCENTRIC GAS VENT DETAIL 5 SINK/LAV. TAILPIECE & TRAP DETAIL n.t.s. n.t.s. n.t.s. n.t.s. n.t.s. This document is the VENTING NOTES: property of erstad ARCHITECTS and is EQUIPMENT CONNECTION NOTES: 1. VENT REGULATORS PER MANUFACTURER'S AND LOCAL GAS protected by U.S. and COMPANY'S REQUIREMENTS. PRESSSURE ACTIVATED TRAP PRIMER NOTES: reintepro ational laws. Use, 1. INSTALL FLEX CONNECTION AT ALL ROOF TOP UNITS WHICH reproduction, or HAVE SPRING ISOLATION 1. THE PRIMING VALVE MUST BE INSTALLED ON AFRESH COLD WATER LINE OF modification of this 2. DO NOT REDUCE THE VENT PIPE SIZE FROM THE REGULATOR. document without first ( f4n9.X.) 112"T01-i12"DIAMETER. obtaining written 3. TO LIMIT THE CONSEQUENCES OF RAIN,SNOW OR DEBRIS FLUSH VALVE TRAP PRIMER NOTES: permission of erstad 2. INSTALL SOLID PIPE CONNECTION TO ALL ROOF TOP UNITS GETTING INTO THE VENT,ALWAYS TURN THE OUTLET OF THE 2. DISTRIBUTION UNIT MUST BE INSTALLED LEVEL WITH AN ACCESS DOOR FOR ARCHITECTS is prohibited. WHICH DO NOT HAVE SPRING ISOLATION VENT DOWN AND ABOVE POTENTIAL WATER OR SNOW LINES. 1. THE FLUSH VALVE PRIMER IS DESIGNED TO PRIME ONE FLOOR DRAIN TRAP AT A PERIODIC INSPECTION. This document may not be CURBS. DISTANCE NOT TO EXCEED 20 FEET FROM POINT OF INSTALLATION. 3. DO NOT SUBJECT TRAP PRIMER VALVE TO ROUGH-IN PRESSURE TEST. used in any unauthorized 3. PAINT PIPE WITH RUSTOLEUM#866 PRO-GUARD PRIMER,RED 4. PROVIDE A BUG SCREEN ON THE VENT OUTLET TO DETER INSECTS manner. .2022 OR GRAY,OR APPROVED FROM NESTING IN THE LINE.NEVER PAINT OVER THE BUG 2. THE FLUSH VALVE PRIMER SHALL BE INSTALLED WITH A VACUUM BREAKER. iV, ROOFTOP UNIT VACUUM BREAKER EQUAL. 4. DISTANCE FROM DISTRIBUTION UNIT TO FLOOR MUST BE 12"FOR EVERY 20' SCREEN. REGULATOR VENT. TO ATMOSPHERE 3. FLUSH VALVE PRIMER IS INTENDED FOR USE WITH WATER CLOSETS CONSUMING HORIZONTALLY. L ii 3.5 TO 1.0 GAUFLUSH. II5. A VENT LINE PROTECTOR MAY BE USED IN OUTDOOR PIPEDRAIN FULL SIZE TO THE NEAREST ROOF 5. TRAP PRIMER SHALL BE PRECISION PLUMBING PRODUCTS MODEL CPO-500 APPLICATIONS TO PREVENT ENTRY O WATER,INSECTS ORDRAIN ONLY IFAUTHORITY HAVING JURISDICTION 4. TRAP PRIMER SHALL BE PRECISION PLUMBING PRODUCTS MODEL FVP-iVB WITH WITH DU DISTRIBUTION UNIT IF REQUIRED.APPROVED ALTERNATES: n PROVIDE GALVANIZED STEEL OTHER FOREIGN MATERIALS THAT COULD CAUSE BLOCKAGE.REQUIRES. PIPE STRAP. VACUUM BREAKER.APPROVED ALTERNATES:MIFAB,SIOUX CHIEF,AND ZURN. MIFAB,SIOUX CHIEF,AND ZURN. 6. VENTMUSTBE PIPED A MINIMUM 3 FEET ABOVE OR 10 FEET AWAY T_ III III FLUSH VALVE NEQUIPMENT CONNECTION NOTES: II FROM ALL FRESH AIR INTAKES.INSTALL GAS COCK _ " UPPLYWITHIN 36"OF UNIT 7. VENTS SHALL RUN INDEPENDENTLY TO THE OUTDOORS AND 1. PROVIDERUNNING TRAP WITH AIR VENT AT EACHEQUIPMENT SHALL SERVE ONLY A SINGLE DEVICE VENT. 1-i12"z12"17 GA.FLUSH VALVE PRIMER TUBE DOMESTIC WATER LINE \VVENT LIMITING DEVICE CONNECTION. FOR INDOOR USE ONLY. WITH ill"COMPRESSION FITTING8. REGULATOR VENT PIPING SHALL NOT EXCEED THE LENGTH 2. ALL CONDENSATE DRAIN PIPING ON ROOF (MUST POINT UP) �_TRAP SPECIFIED IN THE REGULATOR MANUFACTURER'S INSTRUCTIONS. 1/2"CHROME PLATED TRAP PRIMER LINE BALL TYPE SHUT-OFF VALVE � •� AND/OR AT UNIT SHALL BE TYPE L COPPER. UNION UNION SUPPORT ALL GAS PIPING 6" POSITION BEVELED END FACING UP,TRAP PRIMER TUBING MIN.ABOVE ROOF STRUCTURE OAS LINE TO EQUIPMENT GAS COCK(TYR) SHALL BE INSTALLED OFF BACK OF FLUSH VALVE N 3"DRIP LEG TRAP PRIMER (GAS PRESSURE IS 7"WC) III III III " WATER CLOSET �_�r DISTRIBUTION UNIT }0 1I�I PIPE SUPPORTS PIPEAS FOLLOWS SHALL II III III II 'vc' �1/2°TRAP PRIMER LINE •� APPROVED PIPE SUPPORT SYSTEMS: SHALL BE AS APPROVED PIPE SUPPORT SYSTEMS: BE AS FOLLOWS: _ MINIMUM 10 PIPE GAS PRESSUREVULLOW _ ¢U� I{U�V/ - DIAMETERSBEFORE REGULATOR MAIN GAS LINE(SEE MIRO MODEL 1.5 WITH SPACERS. SIZE OF SUPPORT MIRO MODEL 1.5 WITH SPACERS. SIZE OF SUPPORT = CHANGING DIRECTIONS = DRAWINGS FOR GAS z a••E PIPE REQUIRED PIPE REQUIRED GAS COCK PRESSURE) MIRO INDUSTRIES 1-800-768-6978 MIRO INDUSTRIES 1-800-768-6978 FLOOR 1/2" 8'O.C. 112' 6'O.C. ADVANCED SUPPORT PRODUCTS 3/4"-1" 8'O.C. ADVANCED SUPPORT PRODUCTS 314'-1' 8'O.G I w I FLOOR DRAIN SLEEVE FLOOR DRAIN FLOOR O O ASP,INC.1-800-941-5737 1 114" 10'O.C. ASP,INC.1-800-941-5737 1 114" 10'O.C. r THRU SLAB OR LARGER OR LARGER CAPPED 3-INCH DRIP LEG POSITIONED CAPPED 3-I NCH DRIP LEG POSITIONED _ �J•� '� L VERSABLOCK BY FREEDOM INC., VERSABLOCK BY FREEDOM INC., TO ALLOW THE CONNECTION OF A TO ALLOW THE CONNECTION OF A ' VERSABLOCK.COM 1-866-612-5625 VERSABLOCK.COM 1-866-612-5625 PRESSURE MEASURING INSTRUMENT. PRESSURE MEASURING INSTRUMENT. OR 1-208-861-0229 OR 1-208-861-0229 112"TRAP PRIMER LINE P-TRAP 1 G) 6 ROOFTOP UNIT - COND. DRAIN DETAIL 7 ROOFTOP UNIT - GAS PIPING DETAIL 8 GAS PRESSURE REGULATOR DETAIL 9 TRAP PRIMER CONNECTION DETAILS n.t.s. n.t.s. n.t.s. NTS ROUTE THROUGH ROOF o CITY APPROVED PLANS N UNLESS OTHERWISE _ •L„ i � NOTED ON THE PLANS. to NOTES: P WNS MUST BE ON JOB SITE 1. AL DIMENSIONS SHOWN SHALL BE VERIFIED WITH LOCAL AUTHORITY HAVING FOR ALL INSPECTIONS 4"PVC OR CPVC SCHEDULE 40 JULRISDICTION. EXHAUST AND INTAKE PIPE ROUTE THROUGH ROOF 2. INTERCEPTOR EXCEEDING 6'-6'IN DEPTH MUST BE CONSTRUCTED OF 4 V (i MAX EQUIV.LENGTH) UNLESS OTHERWISE REINFORCED CONCRETE. G45 COCK(TYP.) NOTED ON THE PLANS. i U = � 3. ALL SURFACE WATER TO DRAIN AWAY FROM INTERCEPTOR. rEfVISIOn: GAS PRESSURE _ REGULATOR 4"PVC OR CPVC SCHEDULE 40 4. FRAME STRUCTURE FOR TRAFFIC LOADING. SAMPLING STATION PORT. no. deSc. date THERMOMETER(TYP) I FT EXHAUST AND INTAKE PIPE CAPPED TEE(TYP.) V (80 MAX EQUIV.LENGTH) T THERMAL EXPANSION TANK. 5. GREASE INTERCEPTOR SHALL COMPLY WITH THE CURRENT EDITION OF THE THERM-X-TROL MODEL ST-12 LATEST ADOPTED PLUMBING CODE,AND ALL LOCAL AND STATE CODES. 16"SQUARE CONCRETE PAD. RECIRC.PUMP(RP-1) 0 OR AN APPROVED EQUAL. TROWEL SMOOTH AND EDGE. AIR INTAKE I RECIRC.PUMP RP-2 AIR INTAKE SECURE TANK TO WALL. ( ) NOTES: CAST IRON CLEANOUTWITH o o° CHECK VALVE(TYP) ° ° IH 1. PROVIDE A 3/4-INCH NON-POTABLE WATER LINE.EXTEND LINE DOWN IN SLOPE PAVEMENT OR GRADE AWAY FROM MANHOLES. COVER FOR DUTY ❑❑°❑ PRESSURE OO 0 0 0 0 - WALL SPACE TO A REDUCED PRESSURE BACKFLOW PREVENTER RPBP-1 REQUIRED.COVER TO BE 000o I� 1/2" INSCRIBED"SANITARY PRESSURE �0 RELIEF VALVE TWO 24"DIAMETER CAST IRON RELIEF VALVE BALANCE VALVE(TYP) ° - 2. PROVIDE A UN 1-DRAIN LINE.SLOPE DRAIN LINE AT SPACE PER FOOT SEWER CLEANOUT'. I MINIMUM.RUN 1-1/2"DRAIN LINE DOWN IN WALL SPACE AND TERMINATE 3"MIN. MANHOLE RINGS WITH HEAVY LINE INDIRECT INTO AN APPROVED INDIRECT RECEPTOR DUTY GASTIGHT COVERS. - RUN LINE FULL SIZE RUN LINE FULL SIZE MAKE-UP AIR UNIT 6" BALL VALVE(TYP) -- WITH EVAP COOLER _ _ TO AN APPROVED -- e ® TO SERVICE SINK. 3, APRESSURE SWITCH SHALL BE INSTALLED UPSTREAM OF THE 2-WAY -III_ III-III III- r0 ect: 231 106 INDIRECT RECEPTOR SOLENOID VALVE IN MAKE-UP AIR UNIT.THE SWITCH AND VALVE IS TO BE _- P 314 FURNISHED AND INSTALLED BY THE MAKE-UP AIR UNIT MANUFACTURER I date: 02.1 1.2 02 5 TEMPERING STATION DIELECTRIC UNION(TYP) -III III- 24"0 PRECAST I DIELECTRIC UNION(TYP) TS-1 WATER I- 1 1l2" - 1 1l2' ROOF 120V 3-WAY FILL AND DRAIN VALVE - MANHOLE BARREL WATER THERMAL EXPANSION TANK. HEATER BALL VALVE(TYP) HEATER +++ - THERM-X-TROL MODEL ST-12 THERMOMETER(TYP) NJH- FURNISHED WITH MAKE-UP AIR UNIT AND SECTION. THERMOMETER(TYP) WH-1 T OR AN APPROVED EQUAL. 2 INSTALLED BY PLUMBING CONTRACTOR, SEE PLANS WH-3 1 + SECURE TANK TO WALL. RECIRC.PUMP RP-1 WIRING BY ELECTRICAL CONTRACTOR SEE PLANS. •tz I FOR CONT. ANCHOR WATER HEAT ER FLEXIBLE * Ay ANCHOR WATER HEATER TO WALL.USE 1"X18 GA. ° 1112" 3/4" `V 6"MIN. permit Set TO WALL.USE 1"X18 GA. GALV.STRAP WITH#10X2 CHECK VALVE P CONNECTOR GALV.STRAP WITH#10X2 �) (TYPICAL) :7 BALL SERVICE VALVE-CONTRACTOR SUPPLIED(TYPICAL) 112'WOOD SCREWS. ` 112'WOOD SCREWS. �t NON-CORROSIVE METAL DRIP PAN. TYPICAL OF 2 PLACES. a ° - L SEE PLANS FOR SIZE.S TYPICAL OF 2 PLACES. a �� RUN 3/4"DRAIN LINE TO AN WATER LEVEL. PVC TWO WAY APPROVED INDIRECT RECEPTOR. NON-CORROSIVE METAL DRIP PAN.RUN 3/4'DRAIN 3/4 PVC SAN TEE. NP�3/4"NON-POTABLE WATERLINE CLEANOUT TEE. FLUE EXHAUST J LINE TO SERVICE SINK. STRAIGHT TEE. FLUE EXHAUST 7 FLOOR � � FLOOR 1-1/2'DRAIN LINE RUN FLUE EXHAUST SLOPE PRECAST RUN FLUE EXHAUST ° °°°°°°oa00000°oo GREASE SANITARY TEE CONDENSATE DRAIN °o o°J.°°°o °o o°°o° o CONCRETE SEAL WATERTIGHT. CONDENSATE DRAIN LINE FULL SIZE TO ° ° TRAP. '� '� GRQDT. plumbing LINE FULL SIZE TO AN SERVICE SINK. 12 1Y BED OF UNDISTURBED details � } DRAIN CONNECTION THREADED SEARTH OR AND BACKFIOLMP6"CMIN MUM. �e+a I I S APPROVED INDIRECT DRAIN VALVE WITH THREADED RECEPTOR. HOSE CONNECTION HOSE CONNECTION CONCRETE BAFFLE. 10 WATER HEATER PIPING DETAIL (WH-1) 11 WATER HEATER PIPING DETAIL (WH-2) 12 MAU EVAP PIPING DETAIL 13 GREASE INTERCEPTOR DETAIL (1500 GALLONS) n.t.s. n.t.s. NTS NTS 6■ 11 Page 117 of 180 MUSGROVE ENGINEERING,P.A. 55�pNAL FN z34 s.wm.an•, way Bo ,ID83709 208.384.0585 M5 wm 25m s— 133 7 A mono eau.,M 83aez 208.523.2M2 3/11/2025 s PROJECT 414 m ✓rg7F OF SOP el q`RIV A. RAG KITCHEN PLUMBING FIXTURE SCHEDULE PLUMBING FIXTURE SCHEDULE GAS SIZING CHART CONNECTION SIZE CONNECTION SIZE SYMBOL FIXTURE DESCRIPTION TRA C HS MANUFACTURER MODEL NUMBER I DESCRIPTION I ADDITIONAL COMMENTS SYMBOL FIXTURE DESCRIPTION MANUFACTURER I MODEL NUMBER I DESCRIPTION/ADDITIONAL COMMENTS RUN UT SIZE EQUIPMENT CONNECTION WASTE VENT WASTE VENT TRAP CW HW SYMBOL INPUT(MBH)@ELEVATION (5 PSI)(INCHES) SIZES(7"WC)(INCHES) INDIRECTTO __ _ PROVIDED BY OTHERS. SEE WATTS,SERIES LF 007 DOUBLE CHECK VALVE ASSEMBLY.MODEL NO.LF 007 WITH REPLACEABLE SEATS 0 DISHWASHER FLOOR SINK FS2 314 Q ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. DCBP-1 DOUBLE CHECK BACKFLOW PREVENTER - - - PLANS - AND SEAT DISCS,CAST BRONZE BODY CONSTRUCTION-1l2"THRU 2",2-112"THRU 10"757 SERIES.PROVIDE RTU-101 200 3l4 1 WITH STRAINER.LEAD FREE ® SOILED DISHTABLE INDIRECTTO _ PROVIDED BY OTHERS. DRINKING FOUNTAIN WITH BOTTLE RTU-102 200 314 1 FLOOR SINK FS2 ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. FILLING STATION ELKAY MODEL LZSTL8WSLP,HIGHILOW COOLER WITH BOTTLE FILLING STATION WITH FLU-GUARD (INTERIOR DUAL BUBBLERS) STREAMSAVER BUBBLER.OPERATED BY FRONT OR SIDE PUSH BARS AND BOTTLE FILLING STATION DF-1 1112 1112 1112 1/2 - RTII-103 88 3I4 314 INDIRECTTO _ PROVIDED BY OTHERS. (ELECTRIC WATER COOLER) OPERATED BY SENSORACTIVATION WITH AUTOMATIC 30-SECOND SHUT-OFF TIMER.115 VOLT,4.5 AMP,60 © 3-COMPARTMENT FLOOR SINK FS-2 1� 1� ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. (ADACOMPLIANT) HERTZ,AND FILTER PROVIDE WITH JAY R.SMITH 0834 FLOOR MOUNTED SUPPORT CARRIER. (HIGHILOW) RTU-104 120 W4 3/4 8 PROVIDED BY OTHERS. CONVECTION OVEN(144 MBH) -- -- - - - 3l4 DN-1 DOWN SPOUT NOZZLE - - - - - JAY R.SMITH FIGURE NUMBER 1770-NB,CAST IRON NOZZLE WITH WALL FLANGE,NICKEL-BRONZE FINISH. ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. RTU-105 120 314 314 �IIII�, II ET-1 EXPANSION TANK - - - 314 _ AMTROL THERM-X-TROL ST-12,ORAPPROVED EQUAL,NON ASME SERIES THERMAL EXPANSION ABSORBER, YI�'VWW 9 4 BURNER COOKTOP(100 MBH) 3l4 PROVIDED BY OTHERS. ANTIMICROBIAL LINER,AND 5 YEAR WARRANTY. RTU-106 88 314 3/4 ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. ACORN SAFETY MODEL 50406-CH12-BFP,WALL MOUNTED WITH DUAL 45'ANGLED HEADS AND RECOIL HOSE, EYE-1 EMERGENCY EYE WASH _ - 112 1/2 PROVIDE WITH FLIP TOP DUST COVERS,UNIVERSAL EMERGENCY SIGN,DOUBLE CHECK BACKFLOW, RTU-107 88 3/4 3/4 INDIRECTTO PROVIDED BY OTHERS. (WALL MOUNTED) STAINLESS STEEL 90'WITH SHEET NIPPLE,AND ACORN MODEL ET71-1-BVS-OTG THERMOSTATIC MIXING 11 TILTING SKILLET BRAISING PAN(120 MBH) 1/2 - 3l4 FLOOR SINK TD-1 ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. VALVE OR EQUAL,LEAD FREE,WITH TEMPERATURE GAUGE ON OUTLET. RTU-108 88 3l4 314 PROVIDED BY OTHERS. GUARDIAN MODEL GBF1848,RH,RIGHT HAND,OR LH,LEFT HAND,WALL MOUNTED,SWING-DOWN EYEWASH IIIIII IIIIIIII�.IIIIII INDIRECTTO WITH POLISHED CHROME PLATED BRASS SWING PIPE,TWIN EYE WASH HEADS WITH COVERS,AND 13 STEAMER,CONVECTION,BOILERLESS 1Y2 - - ROUGHEN AND CONNECTED BY PLUMBING CONTRACTOR. EMERGENCY EYE WASH RTU-109 88 3l4 3/4 FLOOR SINK FS1 PROVIDE WITH REDUCED PRESSURE BACKFLOW PREVENTER. EYE-2 -- - - 112 12 GUARDIAN BALL MODEL G360O F THERMOSTATIC STATIC DOWN VERTICALLYEQUAL, EASINK-FR ACTIVATE.PROVIDE WITH (WALL MOUNTED) GUARDIAN MODEL G3600LF THERMOSTATIC MIXING VALVE OR EQUAL,LEAD-FREE,WITH TEMPERATURE INDIRECTTO PROVIDED BY OTHERS. GAUGE ON OUTLET. RTU-110 88 314 3/4 L IIIIII 16 ICE MACHINE FLOOR SINK FS1 1Y2 - - ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. PROVIDE WITH REDUCED PRESSURE BACKFLOW PREVENTER. FCO FLOORCLEANOUT SEE _ _ _ _ JAY R.SMITH 4020 SERIES WITH ADJUSTABLE TOP AND ABS PLUG.PROVIDE WITH FIGURE NUMBER 9912 FOR RTU-111 88 3/4 314 PLANS HEIGHT ADJUSTMENT AFTER CONCRETE POUR. INDIRECTTO PROVIDED BY OTHERS. 17 2-COMPARTMENT SINK 1l2 1l2 - SIOUXCHIEF SERIES NUMBER 832-2P,WITH CONSTRUCTION CTRAINER AND FLOOR PRIMER.INSTALL OUTLET, FLOOR SINK FS2 ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. FD1 FLOOR DRAIN 2 p p _ _ 6112"ROUND,NICKEL BRONZE FINISH,WITH ADJUSTABLE STRAINERANDTRAP PRIMER.INSTALL TOP OF RTU-112 88 3l4 314 (CONCRETE FLOOR) DRAIN 118"BELOW FINISH FLOOR AND CAULK EDGE. 0 19 HAND SINK 1112 1112 1112 112 112 - PROVIDED BY OTHERS. RTU-113 88 314 314 ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. FLOOR DRAIN SIOUXCHIEFSERIESNUMBERNISH, IT POSTCONSTRUCTIONLEVELINGFLOORDRAIN,NO-HUBOUTLET, FD-2 (CONCRETE FLOOR) 3 3 3 - - DRAIN 118"BEL W BRONZE FINISH, CAULK EDGE. ESTRAINERANDTRAP PRIMER.INSTALL TOP OF RTU-114 88 314 3/4 21 SERVING COUNTER,HOT FOOD INDIRECTTO _ - - PROVIDED BY OTHERS. DRAIN 118"BELOW FINISH FLOOR AND CAULK EDGE. FLOOR SINK FSI ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. FLOOR SINK RTU-115 120 3l4 314 (HALF GRATE) _ _ JAY R.SMITH FIGURE NUMBER 3100Y-12:CAST IRON RECEPTOR,ALUMINUM DOME STRAINER,NICKEL 23 SERVING COUNTER,COLD FOOD INDIRECT TO _ _ _ PROVIDED BY OTHERS. FS-1-1 (F DEEP) 2 2 2 BRONZE GRATE,AND TRAP PRIMER.INSTALL TOP OF SINK II8"BELOW FINISH FLOOR AND CAULK EDGE. FLOOR SINK FS-1 ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. (FOOT TRAFFIC RATED) RTU-116 88 3/4 3/4 FLOOR SINK INDIRECT TO PROVIDED BY OTHERS. RTU-117 120 314 314 24a WALK-IN COOLER -- - - (HALF GRATE) JAY R.SMITH FIGURE NUMBER MER.INSTALL CAST OPOFSIINK10 RECEPTOR,ALWFINI H ME FLOOR AND NICKEL FLOOR SINK FSI ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. FS-2 (10"DEEP) 4 2 4 BRONZE GRATE,AND TRAP PRIMER.INSTALL TOP OF SINK IIB"BELOW FINISH FLOOR AND CAULK EDGE. (FOOT TRAFFIC RATED) RTU-118 53.6 314 314 24b WALK-IN FREEZER INDIRECTTO _ _ _ PROVIDED BY OTHERS. FLOOR SINK FSI ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. GRADE CLEANOUT SEE GCO (NON-PAVED AREAS) PLANS - - - - JAY R. 4220 SERIES WITH ABS PLUG. RTU-201 88 3I4 314 This document is the F-26-1 CONVECTION OVEN(144 MBH) -- -- _ _ - 3/4 PROVIDED BY OTHERS. GRADE CLEANOUT property of erstad ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. SEE _ _ _ _ JAY R.SMITH 4250 SERIES,ROUND FLANGED HOUSING WITH HEAVY DUTY CAST IRON COVER.FURNISH WITH RTU-202 88 3/4 3/4 ARCHITECTS and is GCO (PAVED AREAS) PLANS ASS PLUG.COVER TO BE INSCRIBED"SAN". protected by U.S. and (VEHICULAR TRAFFIC) international laws. Use, PROVIDED BY OTHERS.CONNECTED RTU-203 88 3l4 3/4 27 GRIDDLE(135 MBH) -- -- - - - 314 reproduction, or ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. GREASE INTERCEPTOR PRE-CAST CONCRETE,1500 GALLON CAPACITY,GREASE INTERCEPTOR.SEE DRAWING FOR DETAILS.NO GI-1 4 3 - - - modification of this (1500 GALLONS) SPLIT DESIGN VAULTS WITH GASKETS BELOW FLUID LEVEL ALLOWED. PROVIDED BY OTHERS. RTU-204 88 3/4 3l4 document without first INDIRECTTO HOSE BIBS obtaining written 28 STEAMER,CONVECTION,BOILERLESS 1l2 - - ROUGH-INAND REDUCED PRESSURE PLUMBING CONTRACTOR. WOODFORD MODEL 67-EXPOSED STYLE WITH MODEL SOHA BACKFLOW PREVENTER 314"INLET,AND FLOOR SINK FS1 HB-1 (EXTERIOR) -- - - 3l4 - permission of erstad PROVIDE WITH REDUCED PRESSURE BACKFLOW PREVENTER. CHROME PLATED.PROVIDE WITH TEE KEY AND INSTALL AT 18'ABOVE FINISH GRADE. RTU-205 88 3I4 314 (NON-FREEZE) ARCHITECTS is prohibited. PROVIDED BY OTHERS. This document may not be 29 6BURNERCOOKTOP(150 MBH) -- -- - - - 3/4 PROVIDED AND CONNECTED BY PLUMBING CONTRACTOR. MOTION SENSOR LAVATORY KOHLER KINGSTON MODEL K-20D5,WITH GRID STRAINER SLOAN OPTIMA PLUS MODEL EAF-350 BATTERY RTU-206 88 3/4 3/4 used in any unauthorized LAV1 (WALL MOUNTED) 1112 1112 1114 1l2 1l2 POWERED FAUCET WITH 4"TRIM PLATE.PROVIDE WITH JAY R.SMITH FIGURE NUMBER 0700-Z SUPPORT manner. 02022 PROVIDED BY OTHERS. (BATTERY LIANT)ED) WITH CONCEALED ARMS.PROVIDE WITH LS-1 LAV SHIELD. RTU-207 88 314 314 30 FLOOR FRYER(360 MBH) -- -- - - - 1114 (ADA COMPLIANT) ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. LAVATORY SHIELD RTU-208 88 314 3/4 PROVIDED BY OTHERS. LS1 (WALL MOUNTED SHIELD FOR TRUEBRO"LAV SHIELD"ADA COMPLIANT,TOTAL ENCLOSURE.SINGLE-PIECE CONSTRUCTION,SLOAN W HAND SINK 1112 1112 1112 112 112 - ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. CONCEALING PIPING,VALVES,AND -- - - - - OPTISHIELD ETF-529,OR APPROVED EQUAL. INSTANTANEOUS WATER HEATERS) RTU-209 88 3/4 3/4 NOTES: 1. ALL ADA COMPLIANT FIXTURES MUST COMPLY WITH ICC/ANSI At 17.1.SEE ARCHITECTURAL PLANS FOR HANDICAPPED FIXTURE DESIGNATIONS,LOCATIONS,CLEARANCES,AND MOUNTING HEIGHTS. OVERFLOW ROOF DRAIN RTU-210 88 3/4 3/4 OD-1 (LOW PROFILE DOME STYLE) -- - - - - JAY R.SMITH FIGURE NUMBER 1070Y-R-C4tS-CID WITH CAST IRON DOME GRATE AND RAIN SHIELD. M 2. ALL EXPOSED HW PIPING,CW PIPING,AND DRAIN LINES BENEATH ALL LAVATORIES AND ALL ADA COMPLIANT SINKS MUST BE INSULATED TO PREVENT INJURY.REFER TO ARCHITECTURAL PLANS.INSULATE WITH MOLDED CLOSED (METAL GRATE) RTU-211 120 314 3/4 (A"' CELL VINYL INSULATION-TRUEBRO,PLUMBEREX,OR EQUAL. _ _ _ �� 3. PROVIDE P-TRAP PRIMERS FOR ALL FLOOR DRAINS AND FLOOR SINKS.PROVIDE A BALL TYPE SHUT-OFF POT FILLER FAUCET 114 FF VALVE UPSTREAM OF PRIMER VALVE.SEE SPECIFICATIONS. - TBS BRASS MODEL B-0592 WALL MOUNTED FAUCET,SINGLE CONTROL,18"DOUBLE JOINT NOZZLE, RTU-212 88 314 3/4 00 INSULATED ON-OFF CONTROL. 4. SEE SPECIFICATIONS FOR ALTERNATE APPROVED MANUFACTURERS. WH-1 199 3/4 3/4 " ROOF DRAIN 5. HIGH EFFICIENCY WATER HEATERS:PROVIDE WITH CONDENSATE NEUTRALIZATION KIT BY JJM BOILER WORKS MODEL JM(OR EQUAL),SIZED PER EQUIPMENT CAPACITY. RD-1 (LOW PROFILE DOME STYLE) -- - - - - JAY R.SMITH FIGURE NUMBER 1010Y-R-C-CID WITH CAST IRON DOME GRATE. WH 2 399 3141 •' N (METAL GRATE) 5 RH-1 ROOF HYDRANT _ _ 3/4 CONVECTION WOODFORD MODEL SRH-MS FREEZELESS ROOF HYDRANT WITH 3/4"HOSE CONNECTION,INTEGRAL CONVECTION OVEN(8) 144 314 314 (NON FREEZE) DOUBLE CHECK BACKFLOW PREVENTER,AIR VENT,AND MOUNTING SYSTEM.NO DRAIN LINE REQUIRED. BELL AND GOSSETT BRONZE MODEL NBF-22,115 VOLT,0.8 AMPS,92 WATTS,AND SHALL PROVIDE 7 GPM AT 4 BURNER COOKTOP 1D0 3/4 3l4 RP1 RECIRCULATION PUMP -- _ _ _ 3/4 10 FEET HEAD.INCLUDE 7-DAY PROGRAMMABLE ELECTRONIC TIME CLOCK WITH BATTERY BACKUP, " (HOT WATER RETURN SYSTEM) INTERMATIC MODEL GM40AVE-RD89.APPROVED ALTERNATE:ARMSTRONG,TACO,GRUNDFOS. TILTING SKILET WATTS,SERIES 009 REDUCED PRESSURE ZONE ASSEMBLY,MODEL NO.009 WITH QUARTER TURN BALL BRAZING PAN(11) 120 3I4 314 RPBP1 REDUCED PRESSURE BACKFLOW INDIRECT - - VALVES,BRONZE STRAINER,AND AIR GAP.BRONZE BODY CONSTRUCTION-1I2'THRU 2",PROVIDE WITH PREVENTER CONVECTION OVEN(26) 144 3l4 3l4 STRAINER.LEAD FREE.SEE NOTE 6. ELKAY LUSTERTONE MODEL LRAD172065:6-1/2"DEEP,STAINLESS STEEL SINK PROVIDE AND INSTALL GRIDDLE(27) 135 314 3l4 SINK-SINGLE COMPARTMENT ELKAY MODEL LK3001CR SINGLE LEVER CHROME FAUCET WITH SWING SPOUT AND HOSE SPRAY,ELKAY O O S_1 (17"X20"X61I2") 2 1112 1112 V2 112 MODEL LK35 STAINLESS STEEL STRAINER BASKET AND TAILPIECE,AND WATTS SERIES LFUSG-B LEAD-FREE, (ADA COMPLIANT) THERMOSTATIC MIXING VALVE,ASSE STANDARD 1070 LISTED,BRONZE BODY,INTEGRAL CHECK VALVES, B BURNER COOKTOP 150 3/4 3l4 AND SELECTABLE TEMPERATURE RANGE FROM 80'F TO 120'F. FRYER(30) 360 3/4 11/4 SINK-SINGLE COMPARTMENT ELKAY LUSTERTONE MODEL LRAD312265:6-1/2"DEEP STAINLESS STEEL SINK.ELKAY MODEL LK3001 U CD S_2 (31"X22"X61I2") 2 1112 1112 112 112 SINGLE LEVER FAUCET AND SWING SPOUT.PROVIDE WITH ELKAY MODEL LK35 CHROME PLATED (ADACOMPLIANT) TAILPIECE AND STAINLESS STEEL BASKET,AND WATTS SERIES USGB THERMOSTATIC MIXING VALVE. MAU-101 438 3l4 1 SA-1 MAU102 308 3l4 1 (WATER HAMMER ARRESTOR) AN ACCESS PANEL AND A BALL TYPE SHUT-OFF VALVE UPSTREAM OF SHOCK ABSORBER SHOCKABSORBER __ _ _ _ _ JAY R.SMITH FIGURE NUMBER 5005 TO 5050,OR APPROVED EQUAL,SIZED PER FIXTURES SERVED.PROVIDE 4 - SERVICE SINK ACORN TERRAllO-WARE MODEL TRH-242410:PROVIDE AND INSTALL WITH STAINLESS STEEL BUMPER EQUIVALENT LENGTH=450 FT 4/ SS1 (24"X 24"X 10") 3 2 3 1I2 1/2 GUARD,DRAIN GASKET,CHROME FAUCET,36"HOSE AND WALL HANGER,MOP HANGER,AND 2 SIDE TOTAL 5486.6 PRESSURE=5 PSI //�� }E (FLOOR MOUNTED) STAINLESS STEEL WALL GUARD.MOUNT FAUCET 36"AFF. MAIN SIZE=2'0 \V L TRENCH DRAIN JAY R.SMITH FIGURE NUMBER 9812 10"WIDE TRENCH DRAIN SYSTEM.SLOPE DRAIN SYSTEM WITH NOTE:GAS SIZES TO EQUIPMENT ARE AS NOTED IN SCHEDULE ABOVE.ROUTE NOTED(5 PSI)GAS LINE TO GAS `/ C TD-1 (10"WIDE) 4 2 2 _ _ INTEGRAL METAL RAIL,PROVIDE WITH END CAPS,OUTLETS,CATCH BASIN(9812G-880-CB24-BP),AND HEAVY EQUIPMENT.PROVIDE GAS COCK AND PRESSURE REGULATOR(5 PSI-7"WC)SIZED FOR GAS LOAD AT EACH ^+ DUTY(CLASS C)GALVANIZED STEEL BAR GRATE(MODEL 9812-G).REFER TO ARCHITECTURAL PLAN FOR PIECE OF EQUIPMENT.VENT TO ATMOSPHERE PER MANUFACTURERS RECOMMENDATIONS.ROUTE NOTED IT' W (HEAVY TRAFFIC RATED) EXACT LENGTH REQUIREMENTS. WC)GAS LINE TOGAS FIRED EQUIPMENT WITH GAS COCK AND FLEX CONNECTOR AT UNIT.SEEGAS CONNECTION DETAILS ON SHEET P6.11. /1\ N TRAP PRIMER PRECISION PLUMBING PRODUCTS MODEL CPO5W WITH DU DISTRIBUTION UNIT IF REQUIRED FOR SERVING �1/ to TP.1 (PRESSURE ACTIVATED) -- - - 1/2" - MORE THAN ONE TRAP. (1 TO TRAPS) APPROVED ALTERNATES:MIFAB,SIOUX CHIEF,SLOAN,AND ZURN AP PRIMER PRECISION PLUMBING PRODUCTS MODEL FVP-1VB WITH VACUUM BREAKER. TP TRAP -2 (FLUSH VALVE PRIMER) 1 TRAP) -- - - 112" - APPROVED ALTERNATES:MIFAB,SIOUX CHIEF,SLOAN,AND ZURN ( TS-1 TEMPERING STATION _ _ _ SEE SEE SYMMONS TEMPERATURE CONTROL VALVE MODEL_WITH 5 PSI PRESSURE DROP AT GPM.PROVIDE PLANS PLANS WITH WALL MOUNTING BRACKET AND 3"BIMETAL DIAL THERMOMETER. revision: URINAL KOHLER BARDON MODEL KA991-ET WALL MOUNTED URINAL WITH3/4"TOP SPUD. no. desc. date U_1 (FLUSH VALVE) 2 1 112 INT. 3/4 _ SLOAN REGAL XL MODEL 186-0.5 FLUSHOMETER. (PUBLIC STANDARD) INCLUDE BEEHIVE STRAINER AND JAY R.SMITH FIGURE NUMBER 0637 ADJUSTABLE FIXTURE SUPPORT 1 addendum 1 03.05.2 (SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT) URINAL KOHLER BARDON MODEL K4991-ET WALL MOUNTED URINAL WITH 3/4"TOP SPUD. U_2 (FLUSH VALVE) 2 1 1r2 INT. 314 _ SLOAN REGAL XL MODEL 186.0.5 FLUSHOMETER. (ADA COMPLIANT) INCLUDE BEEHIVE STRAINER AND JAY R.SMITH FIGURE NUMBER 0637 ADJUSTABLE FIXTURE SUPPORT (SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT) WALL BOX __ _ _ _ OATEY FIREMASTER MODEL 39121 WITH FACEPLATE,ADJUSTABLE METAL SUPPORT BRACKET.FIRE-RATED, -1 (WATER SUPPLY TO ICE MAKER) 1/2 LOW LEAD,OR APPROVED EQUAL. WATER CLOSET KOHLER HIGHCLIFF MODEL K-960571 FLOOR MOUNTED,WITH ELONGATED BOWL. WC_, (FLUSH VALVE) 4 2 INT. 1 - KOHLER LUSTRA MODEL K4666-C I ELONGATED OPEN FRONT SEAT WITH HINGE. (FLOOR MOUNTED)COMFORT HEIGHT/ADA COMPLIANT) SLOAN REGAL XL MODEL 111 FLUSHOMETER. project: 231106 ( date: 02.11.2025 WOO WALL CLEANOUT SEE _ _ _ _ JAY R.SMITH 4472T SERIES WITH CAST BRONZE TAPER THREAD PLUG,STAINLESS STEEL ROUND COVER, PLANS AND A STAINLESS STEEL VANDAL PROOF SCREW. WATER HEATER SEE SEE BRADFORD WHITE MODEL EF-100T-199E-3N(A).199 MBH INPUT,110V/10,28'DIAMETER,78"TALL WITH SIDE WH-1 (NOMINAL 100 GALLON) -- - - PLANS PLANS CONNECTIONS.PROVIDE WITH PVC CONCENTRIC INTAKENENT KIT AND SEISMIC STRAP. (NATURAL GAS-HIGH EFFICIENCY) WATER HEATER100G SEE SEE BRADFORD WHITE MODEL EF-100T399E-3N(A).399 MBH INPUT,110V/10,28'DIAMETER,78"TALL WITH SIDE bid set WH-2 (NOMINAL GA GALLON) -- - - PLANS PLANS CONNECTIONS.PROVIDE WITH PVC CONCENTRIC INTAKENENT KIT AND SEISMIC STRAP. (NATURAL GAS-HIGH EFFICIENCY) NOTES: 1. ALL ADA COMPLIANT FIXTURES MUST COMPLY WITH ICCIANSI Al17.1.SEE ARCHITECTURAL PLANS FOR HANDICAPPED FIXTURE DESIGNATIONS,LOCATIONS,CLEARANCES,AND MOUNTING HEIGHTS. 2. ALL EXPOSED HW PIPING,CW PIPING,AND DRAIN LINES BENEATH ALL LAVATORIES AND ALL ADA COMPLIANT SINKS MUST BE INSULATED TO PREVENT INJURY.REFER TO ARCHITECTURAL PLANS.INSULATE WITH MOLDED CLOSED CELL VINYL INSULATION-TRUEBRO,PLUMBEREX,OR EQUAL. 3. PROVIDE P-TRAP PRIMERS FOR ALL FLOOR DRAINS AND FLOOR SINKS.PROVIDE A BALL TYPE SHUT-OFF VALVE UPSTREAM OF PRIMER VALVE.SEE SPECIFICATIONS. CITY APPROVED P-NS plumbing 4. SEE SPECIFICATIONS FOR ALTERNATE APPROVED MANUFACTURERS. n�,ee� VlANS MNST BE ON lOB SITE schedules 5. HIGH EFFICIENCY WATER HEATERS:PROVIDE WITH CONDENSATE NEUTRALIZATION KIT BYJJM BOILER WORKS MODEL JM(OR EQUAL),SIZED PER EQUIPMENT CAPACITY. Eoa ALL INSPE. 7. 11 Page 118 of 180 STRUCTURAL ABBREVIATIONS SHEET INDEX # NUMBER MIN MINIMUM CURRENT & AND MISC MISCELLANEOUS = SHEET CURRENT REVISION age\0NAI @ AT NTS NOT TO SCALE "-- NUMBER SHEET NAME REVISION DATE suctural O DIAMETER OC ON CENTER \ 3 ss0.020.03 general notesheet cover s N�isa 8 ALT ALTERNATE OD OUTSIDE DIAMETER ARCH ARCHITECT OPP OPPOSITE - _ s101 foundation r ARCHITECTURAL - - -- - ,� on plan y OF\OPT OSB ORIENTED STRAND BOARD _ _ ---- _ 9 SU0 �T- s1.02 secondtfoorframingplan M. RI BOD BOTTOM OF DECK `T. PERP PERPENDICULAR - - � ' -- T A BPL BASE PLATE -' - s1.03 roof framing plan PL PLATE _=r ------- -- 0 CONTROL JOINT s2.01 brace frame elevations CONSTRUCTION JOINT �71y�- - _ -- _--- _ --�p3 _ CL CENTER LINE I� k &, s3.01 wall sections - - LLJ - __ -- s3.02 wall sections CLR CLEAR REINFORCED ✓ eLJ1 m7 s4.01 enlarged plans CMU CONCRETE MASONRY UNITS REINF REINFORCE --i - L �6 Ig s5.01 concrete details REINFORCEMENT !gam REINFORCING f-� �fl ,p 55.03 foundation details 'ry s5.02 foundation details CONC CONCRETE f+-9 CONN CONNECTION REQD REQUIRED � i � ii _ -- ----------- - CONT CONTINUOUS SCHED SCHEDULE - - n l s5.21 masonry details DIA DIAMETER SHTHG SHEATHING s5.22 masonry details El EXPANSION JOINT SIM SIMILAR s5.31 steel details EL ELEVATION SPEC SPECIFICATION t1�1 � - _, ' I'- s5.32 steel details ELEC ELECTRICAL STD STANDARD Imo, s5.33 steel details II EMBED EMBEDMENT STRUCT STRUCTURAL _ s5.34 steel details EQ EQUAL T&B TOP AND BOTTOM s5.51 cold formed details A, EQUIP EQUIPMENT T&G TONGUE AND GROOVE s5.52 cold formed details 1, Ilr EXST,(E) EXISTING THRU THROUGH s6.01 schedules EXT EXTERIOR TOB TOP OF BEAM ullllll FTG FOOTING TOC TOP OF CONCRETE GENERAL SYMBOL LEGEND STRUCTURAL SYMBOL LEGEND GA GAGE OR GAUGE TOCP TOP OF CONCRETE PIER GC GENERAL CONTRACTOR TOF TOP OF FOOTINGIIIIII II HORIZ HORIZONTAL TOM TOP OF MASONRY SLOPE DIRECTION(DOWN) 5.5 FD FLOOR/ROOF DECK,SEE SCHEDULE 9/s6.01 NUMBER OF HEADED SHEAR STUDS TOP TOP OF PARAPET REQD OR NUMBER OF STUDS PER EACH CAMBER UP ID INSIDE DIAMETER BAY IF SPECIAL STUDS ARE REQD TOS TOP OF STEEL F#,CF#,MF# DENOTES FOOTING TYPE,SEE SCHEDULE: 1/s6.01 JB JOIST BEARING SPAN DIRECTION 2x C LONG LONGITUDINAL TOW TOP OF WALL .- .I W1 19(10]OR(2,4,4,2] =3/4" H LT MAXTRANS TRANVERSE LIGHT WEIGHT CP## DENOTES CONCRETE PIER,SEE SCHEDULE: 2/s6.01 DISC BEAM TWS THREADED WELD STUD � MISCELLANEOUS ELEVATION X MAXIMUM DESIGNATIONA*M MECH MECHANICAL TYP TYPICAL CW## DENOTES CONCRETE WALL,SEE SCHEDULE: 4/s6.01 N N N N N MFD MANUFACTURED UNO UNLESS NOTED OTHERWISE A ELEVATION REFERENCE ua"I dI L.aw,"*I uluyumque,"N VERT VERTICAL BPL# DENOTES BASE PLATE TYPE,SEE SCHEDULE:8/s6.01 MFG MANUFACTURING EQUAL SPACED EQ EQ EQ EQ MFR MANUFACTURER VIF VERIFY IN FIELDMW## DENOTES MASONRY WALL,SEE SCHEDULE:7/s6.01 JOISTS UNO r WP WORK POINT ON PLAN "�®R�""� SECTION CUT F7751 STRUCTURAL UNITS �� ML## DENOTES MASONRY LINTEL,SEE SCHEDULE:6/s6.01 H H F LB POUND SLIP CRITICAL DETAIL CUT CONNECTION This document is the FT/LB FOOT POUND CJ DENOTES MASONRY CONTROL JOINT LOCATION COORDINATE property of erstad K KIP(1000 LBS) WITH ARCHITECTURAL FOR LOCATIONS.FOR CONSTRUCTION, ARCHITECTS and is SEE DETAIL:3/s5.21 protected by U.S. and KSI KIPS PER SQUARE INCH * international laws. Use, PCF POUNDS PER CUBIC FOOT e roduction, or 0 A REVISION DENOTES RECESS,SLOPED,OR STEPPED FLOOR ELEVATIONS. FULL DEPTH PLATE 3/55.31 DEEP JOIST SEAT modification of this PLF POUNDS PER LINEAL FOOT COORDINATE SIZE AND LOCATION WITH ARCHITECT. 0 18K Or 24LH document without first PSF POUNDS PER SQUARE FOOT SEE DETAIL:5/s5.02 obtaining written PSI POUNDS PER SQUARE INCH 0'-0' EMBED PLATE,SEE 17/s5.22 STANDARD JOIST CALLOUT permission of erstad Q __ FINISH FLOOR OR 18/s5.22 ARCHITECTS is SF SQUARE FOOT ELEVATION S S- DENOTES STEP IN FOOTING.SEE:3/s5.02 This document prohibited ay i not beMOMENT CONNECTION used in any unauthorized BOD X'-X" DENOTES BOTTOM OF DECK ELEVATION.WORK POINT IS A SLIP CRITICAL 1/s5.31 SEE 10/s5.32 manner. 02024 STRUCTURAL ORGANIZATIONS CHANGE(STEP) PROJECTION UP FROM OUTSIDE FACE OF STRUCTURAL WALL. ACI AMERICAN CONCRETE INSTITUTE IN ELEVATION AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION 000# ROOF SUPPORTED MECHANICAL UNIT WITH OPERATING WEIGHT. AISI AMERICAN IRON AND STEEL INSTITUTE PROVIDE FULL DEPTH BRIDGING BETWEEN MAIN FRAMING UNDER ANSI AMERICAN NATIONAL STANDARDS INSTITUTE MECHANICAL UNIT CURB.COORDINATE EXACT LOCATION,SIZE AND NUMBER OF DECK PENETRATIONS WITH MECHANICAL.FOR TYPICAL IA r APA AMERICAN PLYWOOD ASSOCIATION SUBFRAMING AT OPENINGS,SEE 9/s5.32 M ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ___ BOTTOM FLANGE Or) AMERICAN WELDING SOCIETY r000#, ROOF HUNG MECHANICAL WITH OPERATING WEIGHT.PROVIDE CONNECTION, L___J UNIT SUPPORT,SEE: 14/s5.31 I 00 SEE 4/s5.31 �� HORIZONTAL BRACE OR 7/s5.31 ^ DENOTES SNOW DRIFT,SEE SCHEDULE: 1/s0.02 Y .2 y FIFE INDICATES FINISH FLOOR ELEVATION, / COORDINATE WITH ARCH r 1ST FLOOR FFE=100'-0" 2ND FLOOR FFE=114'-0" GENERAL NOTES GENERAL REQUIREMENTS GENERAL REQUIREMENTS(CONY) GENERAL REOUIREMENTS(CONY) W O o .E o GOVERNING CODE:THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY TEMPORARY SHORING AND BRACING:THE CONTRACTOR IS RESPONSIBLE FOR THE ALTERNATES:ALTERNATE PRODUCTS OF SIMILAR STRENGTH,NATURE AND FORM FOR THE"INTERNATIONAL BUILDING CODE(IBC)",2018 EDITION,HEREAFTER REFERRED TO AS STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL SPECIFIED ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION TO THE IBC,AS ADOPTED AND MODIFIED BY THE LOCAL BUILDING DEPARTMENT WITH PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. THE ARCHITECT/ENGINEER FOR REVIEW.ALTERNATE MATERIALS THAT ARE SUBMITTED AUTHORITY HAVING JURISDICTION. SUCH MEASURES SHALL INCLUDE(BUT ARE NOT LIMITED TO):BRACING AND SHORING FOR WITHOUT ADEQUATE TECHNICAL DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM 0 LOADS DUE TO HYDROSTATIC,EARTH,WIND OR SEISMIC FORCES,CONSTRUCTION THE DESIGN INTENT OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT REVIEW. O REFERENCE STANDARDS:REFER TO CHAPTER 35 OF IBC.WHERE OTHER STANDARDS ARE EQUIPMENT,ETC IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED NOTED IN THE DRAWINGS,USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR UNLESS AUTHORIZED BY THE OWNER. DATE IS INDICATED.REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THE EXECUTING IT PROPERLY.THE CONTRACTOR SHALL AT HIS DISCRETION EMPLOY A 4/ CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD.ALL SPECIFICATIONS AND REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF ANY TEMPORARY BRACING AND MECHANICAL,PLUMBING AND ELECTRICAL ANCHORAGE:ANCHORAGE AND SUPPORT OF A! i CODES NOTED SHALL BE THE LATEST APPROVED EDITIONS AND REVISIONS BY THE SHORING. MECHANICAL AND ELECTRICAL EQUIPMENT,PIPING AND DUCTWORK IS TO BE DESIGNED BY / o AUTHORITY HAVING JURISDICTION OVER THIS PROJECT. OTHERS.SEE ASCE 7-10 SECTION 13.2 AND TABLE 13.2-1.USE ISOLATORS,FASTENERS AND 0 CONSTRUCTION LOADS:CONSTRUCTION LOADS AND MATERIALS SHALL BE SPREAD OUT BRACING APPROVED BY ICC-ES REPORT CAPABLE OF TRANSMITTING CODE REQUIRED A SPECIFICATIONS:REFER TO THE PROJECT SPECIFICATIONS ISSUED AS PART OF THE WHEN PLACED ON FRAMED FLOORS OR ROOFS.LOADS ON THE STRUCTURE DURING LATERAL LOADS.ALL SUSPENDED EQUIPMENT IS TO BE SECURED WITH LATERAL BRACING. r CONTRACT DOCUMENTS FOR INFORMATION SUPPLEMENTAL TO THESE DRAWINGS. CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA SEETHE LATEST EDITION OF"GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL ^+ N AND LOADS BELOW OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTION AS SYSTEMS"BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL Y/ to OTHER DRAWINGS:REFER TO THE ARCHITECTURAL,MECHANICAL,ELECTRICAL,CIVIL AND DETERMINED BY THE CONTRACTOR'S PROFESSIONAL ENGINEER FOR BRACING/SHORING. ASSOCIATION. PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO: DIMENSIONS,ELEVATIONS,SLOPES,DOOR AND WINDOW OPENINGS,NON-BEARING WALLS, CHANGES IN LOADING:THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE SER OF OBSERVATION VISITS:OBSERVATION VISITS(SITE VISITS)BY REPRESENTATIVES OF STAIRS,FINISHES,DRAINS,WATERPROOFING,RAILINGS,CURBS,DEPRESSIONS, ANY ARCHITECTURAL,MECHANICAL,ELECTRICAL,OR PLUMBING LOAD IMPOSED ONTO THE ARCHITECT/STRUCTURAL ENGINEER DO NOT INCLUDE INSPECTION OF CONSTRUCTION MECHANICAL UNIT LOCATIONS,AND OTHER NON-STRUCTURAL ITEMS. STRUCTURE THAT DIFFERS FROM,OR THAT IS NOT DOCUMENTED ON THE ORIGINAL MEANS AND METHODS.SITE VISITS DURING CONSTRUCTION ARE NOT CONTINUOUS AND CONTRACT DOCUMENTS(ARCHITECTURAL/STRUCTURAL/MECHANICAL/ELECTRICAL OR DETAILED INSPECTION SERVICES(WHICH ARE TO BE PERFORMED BY OTHERS). STRUCTURAL DETAILS:THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE PLUMBING DRAWINGS).PROVIDE DOCUMENTATION OF LOCATION,LOAD,SIZE AND OBSERVATIONS ARE PERFORMED SOLELY FOR THE PURPOSE OF DETERMINING IF THE revision: GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 300 POUNDS.PROVIDE MARKED- CONTRACTOR UNDERSTANDS DESIGN INTENT SHOWN IN THE CONTRACT DRAWINGS. no. desc. date DETAILS OF THE WORK. DETAILS,SECTIONS,AND NOTES SHOWN ON THESE DRAWINGS ARE UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW EQUIPMENT OR LOADS NOT OBSERVATIONS DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND ARE NOT TO BE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR CONDITIONS ELSEWHERE UNLESS PREVIOUSLY DOCUMENTED.SUBMIT PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW AND CONSTRUED AS SUPERVISION OR VERIFICATION OF CONSTRUCTION. OTHERWISE SHOWN OR NOTED. IF LOCATIONS ARE FOUND WHERE NO TYPICAL DETAIL, APPROVAL PRIOR TO INSTALLATION. TYPICAL SCHEDULE,OR SPECIFIC DETAIL APPLIES,NOTIFY THE ARCHITECT/STRUCTURAL SHOP DRAWINGS:SHOP DRAWINGS SUBMITTED TO THE STRUCTURAL ENGINEER FOR ENGINEER. ROOF DRAINAGE:THE ROOF DRAINAGE SYSTEM SHALL BE DESIGNED SO THAT RAINWATER REVIEW SHALL CONSIST OF(1)ELECTRONIC PDF SET OR(1)MARKUP SET(FOR OUR LOADS DO NOT EXCEED THE ROOF SNOW OR LIVE LOADS AS SHOWN IN THE DESIGN RECORDS)AND(1)REPRODUCIBLE SET.NO MODIFICATIONS OR SUBSTITUTION OF STRUCTURAL RESPONSIBILITIES:THE STRUCTURAL ENGINEER(SER)IS RESPONSIBLE FOR CRITERIA AND LOADS SECTION. DRAWINGS AND SPECIFICATIONS WILL BE ACCEPTED VIA SHOP DRAWING REVIEW. THE STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED FORM.THE STRUCTURAL DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE NOTE PRIORITIES:PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON 1. CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMISSION TO CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE THE ARCHITECT/STRUCTURAL ENGINEER.CONTRACTOR SHALL REVIEW FOR DURING CONSTRUCTION. STRUCTURAL GENERAL NOTES AND PROJECT SPECIFICATIONS. COMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS. project: 231106 2. SUBMIT SHOP DRAWINGS TO THE ARCHITECT/STRUCTURAL ENGINEER AS INDICATED Pro 1 COORDINATION:THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND DISCREPANCIES:IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, OR SPECIFIED FOR REVIEW PRIOR TO FABRICATION.REVIEW WILL BE FOR GENERAL date: 02.1 1.2025 ACCURACY OF THE WORK;FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND SPECIFICATIONS PLAN/DETAILS OR REFERENCE STANDARDS,THE ARCHITECT/ENGINEER CONFORMANCE WITH DESIGN INTENT CONVEYED IN THE CONTRACT DOCUMENTS. DIMENSIONS;FOR SELECTING FABRICATION PROCESSES;FOR TECHNIQUES OF ASSEMBLY; SHALL DETERMINE WHICH SHALL GOVERN.DISCREPANCIES SHALL BE BROUGHT TO THE 3. WHEN AN ENGINEER IS REQUIRED TO SIGN AND STAMP SHOP DRAWINGS AND AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER. ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK.SHOULD CALCULATIONS,ENSURE SEAL INDICATES ENGINEER AS BEING REGISTERED IN THE ANY DISCREPANCY BE FOUND IN THE CONTRACT DOCUMENTS,THE CONTRACTOR WILL BE STATE OF THE PROJECT SITE. DIMENSIONS:DO NOT SCALE THE DRAWINGS.THE CONTRACTOR SHALL VERIFY ALL DEEMED TO HAVE INCLUDED IN THE PRICE THE MOST EXPENSIVE WAY OF COMPLETING THE 4. SHOP DRAWINGS ARE NOT A PART OF CONTRACT DOCUMENTS.THEREFORE, DIMENSIONS PRIOR TO STARTING CONSTRUCTION.THE ARCHITECT SHALL BE NOTIFIED OF WORK,UNLESS PRIOR TO THE SUBMISSION OF THE PRICE,THE CONTRACTOR ASKS FOR A ARCHITECT'S/STRUCTURAL ENGINEER'S REVIEW DOES NOT CONSTITUTE AN permit set ANY DISCREPANCIES OR INCONSISTENCIES.STRUCTURE NOTED IN THE DRAWINGS AS DECISION FROM THE ARCHITECT AS TO WHICH SHALL GOVERN.ACCORDINGLY,ANY AUTHORIZATION TO DEVIATE FROM TERMS AND CONDITIONS OF THE CONTRACT. EXISTING SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCIES SHALL CONFLICT IN OR BETWEEN THE CONTRACT DOCUMENTS SHALL NOT BE A BASIS FOR 5. SHOP DRAWINGS WILL BE REJECTED FOR INCOMPLETENESS,LACK OF COORDINATION BE REPORTED TO THE ARCHITECT/STRUCTURAL ENGINEER. ADJUSTMENT IN THE CONTRACT PRICE. WITH OTHER PORTIONS OF CONTRACT DOCUMENTS,LACK OF CALCULATIONS(IF REQUIRED),OR WHERE MODIFICATIONS OR SUBSTITUTIONS ARE INDICATED WITHOUT MEANS,METHODS AND SAFETY REQUIREMENTS:THE CONTRACTOR IS RESPONSIBLE FOR SITE VERIFICATION:THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR REVIEW PER PARAGRAPH ABOVE. THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS AT THE SITE.CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL 6. SUBMIT SHOP DRAWINGS AND CALCULATIONS TO GOVERNING CODE AUTHORITY WHEN SUCH AS OSHA(OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION)AND DOSH BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH SPECIFICALLY INDICATED OR REQUESTED. (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH).THE CONTRACTOR IS TO PROVIDE THE WORK.THE CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND 7. MAINTAIN A COPY OF ALL SHOP DRAWINGS REVIEWED BY THE ARCHITECT/STRUCTURAL structural ADEQUATE EXCAVATION PROCEDURES,SHORING,BRACING AND ERECTION PROCEDURES EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS ENGINEER AT SITE DURING CONSTRUCTION PERIOD. COMPLYING WITH NATIONAL,STATE AND LOCAL SAFETY ORDINANCES. CESSPOOLS,CISTERNS,FOUNDATIONS,UTILITIES,ETC IF ANY SUCH STRUCTURES ARE 8. STRUCTURAL ENGINEER REQUIRES 10 WORKING DAYS AFTER RECEIPT OF SHOP CITY APPROVED PLANS cover sheet FOUND,NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY. DRAWINGS AND CALCULATIONS FOR PROCESSING. ,,,..�m,res.r"m,,,•"„ 9. REPRODUCTION OF ANY PORTION OF THE STRUCTURAL CONTRACT DRAWINGS FOR PLANS MUST RE ON JOB SITE ADJACENT UTILITIES:THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED.SHOP DRAWINGS PRODUCED IN FOR ALL INSPECTIONS 0 O ADJACENT UNDERGROUND UTILITIES PRIOR TO EARTH-WORK,FOUNDATIONS,SHORING, SUCH A MANNER WILL BE REJECTED AND RETURNED. AND EXCAVATION.ANY UTILITY INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS ■ AND DETAILS ARE INTENDED FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. Page 119 of 180 GENERAL NOTES DESIGN CRITERIA AND LOADS TESTS AND INSPECTIONS SPECIAL INSPECTIONS AND TESTING SHALL BE DONE IN TESTS AND INSPECTIONS(CON" SOIL AND FOUNDATIONS(CON CAST-IN-PLACE CONCRETE ACCORDANCE THE TT O�ONPS: SS\ AI INSPECTIONS PER IBC SECTIONS 1704 AND 1705 INSPECTION FOR SEISMIC RESISTANCE:SPECIAL INSPECTION IN ACCORDANCE WITH THE FOUNDATIONS AND FOOTINGS:FOUNDATIONS SHALL BEAR ON A MINIMUM OF 1 FT MEASURING.MIXING AND DELIVERY:CONFORM TO ACI 301 SECTION 4.3-EXECUTION. RISK CATEGORY OF BUILDING III AS APPLICABLE.FOR SPECIFIC F��2 1705.11(WIND SPECIAL INSPECTIONS) REQUIREMENTS OF IBC SECTION 1704,1705,AND STRUCTURAL TESTING IN ACCORDANCE COMPACTED GRANULAR STRUCTURAL FILL OVER COMPETENT,UNDISTURBED NATIVE SOILS 1. DO NOT ADD WATER TO CONCRETE DURING DELIVERY,AT PROJECT SITE,OR DURING y1�' WIND DESIGN-ASCE7-16 CHAPTER 26.27,&30(STRENGTH LEVEL UNLESS NOTED) 1705.12(SEISMIC SPECIAL INSPECTIONS) WITH THE REQUIREMENTS OF IBC SECTION 1705.12 SHALL BE REQUIRED FOR: AS PER THE GEOTECHNICAL REPORT.EXTERIOR PERIMETER FOOTINGS SHALL BEAR NOT PLACEMENT. 18 8 -WIND ANALYSIS PROCEDURE USED DIRECTIONAL PROCEDURE 1705.13(SEISMIC SPECIAL TESTING) 1. DESIGNATED SEISMIC FORCE RESISTING SYSTEMS DENOTED BY[SFRS]ON PLAN OR LESS THAN 24"BELOW FINISH GRADE,UNLESS OTHERWISE SPECIFIED BY THE P o4/Is/25 0 -BASIC WIND SPEED 110 MPH(ULT) FOUNDATIONS,FOOTINGS,UNDER SLAB SYSTEMS AND FRAMING ARE SUBJECT TO DETAIL GEOTECHNICAL ENGINEER AND/OR THE BUILDING OFFICIAL. HANDLING.PLACING.CONSTRUCTING AND CURING:CONFORM TO ACI 301 SECTION 5.IN 'y�of t0p.11 -EXPOSURE CATEGORY C INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC SECTION 110.3. 2. ALL SEISMIC FORCE RESISTING SYSTEMS(SFRS)SHOWN IN ELEVATION ADDITION,HOT WEATHER CONCRETING SHALL CONFORM TO ACI 305R-10 WITH 305.1-14 Y41 -TOPOGRAPHIC FACTOR(Ka) 1.0 CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING 3. EXISTING SEISMIC FORCE RESISTING SYSTEMS DENOTED ON PLAN OR DETAIL BY FOOTING DEPTH:FOOTINGS SHALL BE PLACED ACCORDING TO THE DEPTHS SHOWN ON THE UPDATES AND COLD WEATHER CONCRETING SHALL CONFORM TO ACI 306R-10.CONCRETE -INTERNAL PRESSURE COEFFICIENT(GCPI) +0.18 OFFICIAL. [ESFRS].ANY DEFICIENCIES OR DISCREPANCIES FROM THAT SHOWN ON THE DRAWINGS.TOPS OF FOOTINGS SHALL BE AS SHOWN ON PLANS WITH VERTICAL CHANGES CURING:PROVIDE CURING COMPOUNDS FOR CONCRETE AS FOLLOWS: GROUND ELEVATION FACTOR(Ke) 0.86 STRUCTURAL DRAWINGS SHALL BE REPORTED TO THE STRUCTURAL ENGINEER OF AS INDICATED WITH STEPS IN THE FOOTINGS;LOCATIONS OF STEPS SHOWN AS 1. USE MEMBRANE CURING COMPOUNDS THAT ARE COMPATIBLE WITH AND WILL NOT WIND DESIGN BASE SHEAR SPECIAL INSPECTORS:SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO RECORD. APPROXIMATE AND SHALL BE COORDINATED WITH THE CIVIL GRADING PLANS TO ENSURE AFFECT SURFACES TO BE COVERED WITH FINISH MATERIALS APPLIED DIRECTLY TO (N/S) 231 KIPS PROVIDE SPECIAL INSPECTIONS FOR THE PROJECT.SPECIAL INSPECTORS SHALL BE THAT THE EXTERIOR PERIMETER FOOTINGS BEAR NO LESS THAN 24"BELOW FINISH GRADE, CONCRETE. CONTRACTORS ENGINEERING REQUIREMENTS QUALIFIED PERSONS WHO DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE OR AS OTHERWISE INDICATED BY THE GEOTECHNICAL ENGINEER OR BUILDING OFFICIAL. 2. APPLY CURING COMPOUNDS AT A RATE EQUIVALENT TO THE RATE OF APPLICATION AT (E/W) SEE KIPS Q Q (DEFERRED SUBMITTALS) -COMPONENTS AND CLADDING LOAD(C&C) SEE TABLE BELOW AUTHORITY HAVING JURISDICTION PER 1704.1. EXCAVATIONS FOR FOOTINGS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR WHICH CURING COMPOUND WAS ORIGINALLY TESTED FOR IN CONFORMANCE TO THE TO PLACING CONCRETE AND REINFORCING.THE GEOTECHNICAL ENGINEER SHALL SUBMIT A REQUIREMENTS OF ASTM C 309-11 AND THE MANUFACTURER'S RECOMMENDATIONS. STATEMENT OF SPECIAL INSPECTIONS:SPECIAL INSPECTIONS AND TESTING ARE REQUIRED GENERAL CONTRACTOR'S PRIOR REVIEW:ONCE THE CONTRACTOR HAS COMPLETED HIS LETTER OF COMPLIANCE TO THE OWNER.SHOULD SOIL AT THESE PRESCRIBED DEPTHS NOT SEISMICDE51GN-ASCE 7-16CHAPTER 11 AND 12(STRENGTH LEVEL UNLESSNOTED BY 1704 AND 1705 FOR THE FOLLOWING: REVIEW OF THE SPECIALTY STRUCTURAL ENGINEER'S(SSE)COMPONENT DRAWINGS,THE SER MEET THE APPROVAL OF THE GEOTECHNICAL ENGINEER,FOOTING ELEVATIONS OR DESIGNS CONSTRUCTION JOINTS:CONFORM TO ACI 301 SECTIONS.2.2.2.5,5.2.2.1 AND 5.3.2.6. -SEISMIC ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE(ELF) WILL REVIEW THE SUBMITTAL FOR GENERAL CONFORMANCE WITH THE DESIGN AND IMPACT WILL BE ALTERED BY CHANGE ORDER. CONSTRUCTION JOINTS SHALL BE LOCATED AND DETAILED AS ON THE CONSTRUCTION -MAPPED MCE: Ss=0.202 St=0.083 SOIL AND FOUNDATION CONSTRUCTION:PER IBC SECTION 1705.6: TO STRUCTURE OF THE BUILDING AND WILL STAMP THE SUBMITTAL ACCORDINGLY.REVIEW DRAWINGS.SUBMIT ALTERNATE LOCATIONS PER ACI 301 SECTION 5.1.2.3A FOR REVIEW SOIL SITE CLASSIFICATION C 1. PERIODIC INSPECTION OF SOILS EARTHWORK PER TABLE 1705.6 IS REQUIRED FOR: OF THE SSE SHOP DRAWINGS(COMPONENT DESIGN DRAWINGS)IS FOR COMPLIANCE WITH SLABS-ON-GRADE:ALL SLABS-ON-GRADE SHALL BEAR ON 4"COMPACTED STRUCTURAL FILL AND APPROVAL BY THE SER(2)WEEKS MINIMUM PRIOR TO FORMING.USE OF AN DESIGN ACCEL: SDs=0.1759 SDI=0.083g A. FOOTING SOIL BEARING SURFACES PRIOR TO PLACING ANY REINFORCING DESIGN CRITERIA AND COMPATIBILITY WITH THE DESIGN OF THE PRIMARY STRUCTURE AND PER THE GEOTECHNICAL REPORT.ALL MOISTURE SENSITIVE SLABS-ON-GRADE OR THOSE ACCEPTABLE ADHESIVE,SURFACE RETARDANT,PORTLAND CEMENT GROUT OR ROUGHENING SEISMIC DESIGN CATEGORY(SDC) B STEEL. DOES NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN.ALL NECESSARY SUBJECT TO RECEIVE MOISTURE SENSITIVE COATINGS/COVERING SHALL BE PROVIDED WITH THE SURFACE IS NOT REQUIRED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. -SEISMIC IMPORTANCE FACTOR(Ie) 1.25 B. EXCAVATION DEPTH AND BEARING LAYER PRIOR TO PLACING ANY BRACING,TIES,ANCHORAGE,PROPRIETARY PRODUCTS SHALL BE FURNISHED AND INSTALLED AN APPROPRIATE CAPILLARY BREAK AND VAPOR BARRIER/RETARDANT OVER THE SUBGRADE pIIIII REINFORCING STEEL. PER MANUFACTURER'S INSTRUCTIONS OR THE SSE'S DESIGN DRAWINGS AND CALCULATIONS. PREPARED AND INSTALLED AS NOTED IN THE GEOTECHNICAL REPORT,BARRIER EMBEDDED ITEMS:POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL,ANCHORS III -BASIC STRUCTURAL SYSTEM BUILDING FRAME SYSTEMS C. COMPACTED FILL MATERIAL CLASSIFICATION AND TESTING. THESE ELEMENTS INCLUDE BUT ARE NOT MANUFACTURER'S WRITTEN RECOMMENDATIONS AND COORDINATED WITH THE FINISHES AND OTHER STRUCTURAL(REINFORCING BARS,ANCHOR BOLTS AND OTHER EMBEDDED -SEISMIC FORCE-RESISTING SYSTEM INTERMEDIATE REINFORCED BEARING D. SUBGRADE PREPARATION PRIOR TO FILLING. LIMITED TO: SPECIFIED BY THE ARCHITECT. ITEMS)AND NON-STRUCTURAL EMBEDDED ITEMS BEFORE PLACING CONCRETE. MASONRY SHEAR WALL&STEEL SYSTEMS 2. CONTINUOUS INSPECTION PER TABLE 1705.6 REQUIRED TO VERIFY: 1. OPEN WEB STEEL JOISTS AND GIRDERS CONTRACTOR SHALL REFER TO MECHANICAL,ELECTRICAL,PLUMBING AND ARCHITECTURAL NOT SPECIFICALLY DETAILED FOR A. FILLING OPERATIONS TO SATISFY REQUIREMENTS OF IBC TABLE 1705.6 AND 2. STEEL STAIRS,HANDRAILS AND GUARDRAILS PREPARATION:THE CONTRACTOR SHALL PROVIDE FOR PROPER DEWATERING OF DRAWINGS AND COORDINATE OTHER EMBEDDED ITEMS. SEISMIC RESISTANCE THE GEOTECHNICAL REPORT LISTED UNDER SOILS AND FOUNDATIONS 3. BUILDING EXTERIORS EXCAVATIONS FROM SURFACE WATER,GROUND WATER,SEEPING ETC IIII IIIIIIIIIIIIIIV -RESPONSE MODIFICATION FACTOR(R) 3.0 SECTION. 4. BUILDING INTERIORS GROUT:USE 5000 PSI NON-SHRINK GROUT UNDER COLUMN BASE PLATES. IIIIII V SYSTEM OVER STRENGTH FACTOR(go) 3.0 B. COMPACTED FILL DENSITY TESTING OF EACH LIFT,PROPER LIFT THICKNESS 5. ANCHORAGE AND SUPPORT FOR MECHANICAL AND ELECTRICAL EQUIPMENT SHORING:THE CONTRACTOR SHALL PROVIDE FOR THE INSTALLATION AND DESIGN OF ALL DEFLECTION AMPLIFICATION FACTOR(Cd) 3.0 AND MATERIAL CLASSIFICATION. CRIBBING,SHEATHING AND SHORING REQUIRED TO SAFELY AND ADEQUATELY RETAIN THE CONCRETE PLACEMENT TOLERANCE:CONFORM TO ACI 117 FOR CONCRETE PLACEMENT SEISMIC RESPONSE COEFFICIENT(Cs) 0.073 OPEN WEB STEEL JOISTS:OPEN WEB STEEL JOISTS AND GIRDERS AND THEIR CONNECTIONS EARTH BANKS,NEW WALLS AND SUPPORT ANY EXISTING STRUCTURES IN ACCORDANCE TOLERANCE.CONCRETE FORMS SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE THEIIIIII IIIIIIIIIIIIIII IIIIII -DESIGN BASE SHEAR(V) 457 KIPS CONCRETE CONSTRUCTION:PER IBC SECTION 1705.3 AND TABLE 1705.3 INCLUDING: SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF THE WITH ALL NATIONAL,STATE AND LOCAL SAFETY ORDINANCES. SPECIFIED CAMBERS INDICATED IN THE STRUCTURAL DRAWINGS.CONCRETE PLACEMENT 1. PERIODIC INSPECTION REQUIRED FOR: PROJECT.SHOP DRAWINGS FOR THE TRUSSES AND ALL COMPONENTS RELATED TO THE SHALL BE IN ACCORDANCE WITH ACI STANDARD 304R-00 AND PROJECT SPECIFICATIONS. -REDUNDANCY FACTOR(p) 1.0 A. SIZE AND PLACEMENT OF ALL REINFORCING STEEL PRIOR TO THE POUR. TRUSSES SHALL BE SEALED AND SUBMITTED ALONG WITH SEALED ENGINEERED EXISTING CONDITIONS:ALL ABANDONED UTILITIES,FOOTINGS,ETC,THAT INTERFERE B. PLACEMENT CLEARANCES AROUND REINFORCING STEEL AT EMBEDDED CALCULATIONS PREPARED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF THE WITH NEW CONSTRUCTION SHALL BE REMOVED.NOTIFY THE STRUCTURAL ENGINEER CONCRETE PREPARATION AND FINISH:CONCRETE SURFACES TO BE ROUGHENED TO 1/4" SNOW LOAD-ASCE 7-16 CHAPTER 7 CONDUIT. PROJECT.SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD TO BE SHOULD EXISTING FOUNDATIONS OR STRUCTURES BE ENCOUNTERED THAT ARE NOT AMPLITUDE WHERE MASONRY WALLS INTERSECT CONCRETE OR WHERE NEW CONCRETE -GROUND SNOW LOAD(pg)PER AHJ 15 PSF C. SHAPE,LOCATION AND DIMENSIONS OF MEMBERS FORMED. REVIEWED FOR COMPATIBILITY WITH THE BASE STRUCTURE. SHOWN ON THE STRUCTURAL DRAWINGS. INTERFACES WITH EXISTING CONCRETE.THE PROJECTING CORNERS OF COLUMNS,BEAMS, ■ -SNOW EXPOSURE FACTOR(Ce) 1.0 D. USE OF THE REQUIRED DESIGN CONCRETE MIX. AND WALLS,ETC,SHALL BE FORMED WITH A 3/4"CHAMFER,UNLESS OTHERWISE NOTED ON -THERMAL FACTOR(Ct) 1.0(TYP)/1.2(CANOPY) E. MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. STEEL STAIRS.HANDRAILS.AND GUARDRAILS:ALL STAIRS,LANDINGS AND HANDRAILS SHALL BACKFILL:ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED.FOOTING BACKFILL AND ARCHITECTURAL DRAWINGS OR SPECIFICATIONS. SLOPE FACTOR(CS) 1.0 F. VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO REMOVAL OF BE DESIGN/BUILD AND MAINTAIN THE DESIGN INTENT ON THE ARCHITECTURAL DRAWINGS UTILITY TRENCH BACKFILL WITHIN THE BUILDING PERIMETER SHALL BE MECHANICALLY SNOW LOAD IMPORTANCE FACTOR(Is) 1.10 SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. AND STRUCTURAL DRAWINGS.ALL STAIRS AND LANDINGS SHALL BE FREE STANDING,UNLESS COMPACTED IN LAYERS,TO THE APPROVAL OF THE GEOTECHNICAL ENGINEER.FLOODING ELEVATED SLAB PLACEMENT:IF COLUMNS AND WALLS ARE PLACED WITH A FLOOR,(2) °�1 a°"'°r bop0e` "" FLAT ROOF/BALANCED SNOW LOAD(Pf OR PS) 11.6 PSF(TYP)/13.9 PSF(CANOPY) 2. CONTINUOUS INSPECTION REQUIRED DURING THE: COORDINATED WITH THE ENGINEER OF RECORD.ALL REQUIRED SLAB EMBEDS FOR VERTICAL WILL NOT BE PERMITTED.SEE THE GEOTECHNICAL REPORT FOR REQUIREMENTS.BACKFILL HOURS MUST ELAPSE BETWEEN END OF COLUMN OR WALL PLACEMENT AND BEGINNING OF -MINIMUM ROOF SNOW LOAD(Pm) 25 PSF A. PLACING OF REINFORCED CONCRETE,INCLUDING CONCRETE ON METAL DECK AND LATERAL SUPPORTS ARE TO BE COORDINATED WITH THE ARCHITECT AND ANY OTHER BEHIND RETAINING OR PIT WALLS BELOW GRADE SHALL NOT OCCUR UNTIL THE WALLS THE FLOOR PLACEMENT.MECHANICAL PIPES OR ELECTRICAL CONDUIT SHALL NOT PASS FOR PROPER APPLICATION TECHNIQUES. DISCIPLINE THAT MAY BE AFFECTED.SHOP DRAWINGS FOR THE STAIRS AND ALL HAVE REACHED FULL DESIGN STRENGTH.PROPER BRACING TO PROTECT THE STRUCTURE THROUGH CONCRETE COLUMNS OR BEAMS UNLESS SPECIFICALLY DETAILED. SEE ROOF PLAN FOR DRIFT LOADING B. PLACING AND STRESSING OF POST-TENSIONING COMPONENTS RELATED TO THE STAIRS SHALL BE SEALED AND SUBMITTED ALONG WITH AGAINST LATERAL LOADS SHALL BE IN PLACE PRIOR TO BACKFILL UNTIL THE ATTACHING C. PLACING AND SIZE OF CAST-IN-PLACE BOLTS AND EMBEDDED FABRICATIONS SEALED ENGINEERED CALCULATIONS PREPARED BY A LICENSED PROFESSIONAL ENGINEER FLOORS ARE IN PLACE AND HAVE REACHED FULL DESIGN STRENGTH. SLABS:UNLESS OTHERWISE INDICATED IN THE MECHANICAL OR ELECTRICAL DRAWINGS OR DESIGN LIVE LOADS-ASCE 7-16CHAPTER 4 PRIOR TO THE POUR. LICENSED IN THE STATE OF THE PROJECT.THE CONTRACTOR SHALL PROVIDE SHOP PROJECT SPECIFICATIONS,MECHANICAL PIPES AND ELECTRICAL CONDUITS WHICH PASS AREA LIVE LOADS(PSF)LINO REMARKS AND NOTES D. PLACING OF MECHANICAL BAR SPLICES DRAWINGS,DETAILS,AND STRUCTURAL CALCULATIONS FOR THE ITEMS PER THE THROUGH SLAB ON GRADE,CONCRETE ON STEEL DECK,FRAMED CONCRETE FLOORS AND ARCHITECTURAL AND STRUCTURAL DRAWINGS AND DESIGN CRITERIA. CAST-IN-PLACE CONCRETE WALLS DO NOT REQUIRE SLEEVES.IF SLEEVES ARE REQUIRED,THE SLEEVES SHALL BE This document is the ASSEMBLY 100 E. PLACING OF CONCRETE AROUND CAST-IN-PLACE BOLTS AND EMBEDS. Q Q property of erstad STAIRS AND EXIT WAYS 100 300 LBS CONIC LOAD(11 F. SAMPLING OF FRESH CONCRETE. A. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED FOR INSTALLED PRIOR TO PLACING CONCRETE.DO NOT CUT ANY REINFORCING WHICH MAY ARCHITECTS and is FIRST FLOOR CORRIDORS 100 G. DETERMINATIONS OF SLUMP,AIR CONTENT AND TEMPERATURE. REVIEW TO THE ARCHITECT AND ENGINEER-OF-RECORD. REFERENCE STANDARDS:CONFORM TO: INTERFERE WITH SLEEVE PLACEMENT.CORING OPENINGS IN CONCRETE IS NOT PERMITTED. protected by U.S. and CORRIDORS ABOVE FIRST FLOOR 80 B. THE ARCHITECT,AND ENGINEER-OF-RECORD SHALL REVIEW ALL DEFERRED SUBMITTAL 1. ACI 301-10"SPECIFICATIONS FOR STRUCTURAL CONCRETE",WITH MODIFICATIONS AS NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE international laws. Use, CLASSROOMS 40 1000 LBS CONICLOAD[21 STRUCTURAL MASONRY CONSTRUCTION:PER IBC SECTION 1705.4 AND ACI 530: ITEMS,SIGN AND STAMP THEM AS APPROVED,AND FORWARD THEM TO THE BUILDING NOTED ON THE PROJECT DRAWINGS AND SPECIFICATIONS STRUCTURAL DRAWINGS. reproduction, or d LIGHT STORAGE 125 1. PERIODIC INSPECTION REQUIRED FOR: OFFICIAL WITH A NOTATION INDICATED THE DEFERRED SUBMITTAL DOCUMENTS HAVE 2. IBC 2018 CHAPTER 19"CONCRETE" doculment without first ROOF 20 (OR SNOW LOAD) A. SIZE,GRADE,PLACEMENT AND TYPE OF REINFORCING STEEL AND CONNECTORS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING 3. ACI 318-14 WITH MODIFICATIONS AS NOTED ON THE PROJECT DRAWINGS AND WITH THE EXCEPTION OF SLABS ON GRADE AND CONCRETE ON STEEL DECK,THE OUTSIDE obtaining written HANDRAIL/GUARDRAIL 50 PLF 200 LBS CONIC LOAD[31 B. PROPORTIONS OF SITE-PREPARED MORTAR AND NO EXPECTATIONS ARE TAKEN. SPECIFICATIONS DIAMETER OF MECHANICAL PIPES AND/OR EMBEDDED ELECTRICAL CONDUITS(OTHER THAN permission of erstad C. CONSTRUCTION OF MORTAR JOINTS C. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND 4. ACI 117-10:SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND THOSE PASSING THROUGH)SHALL NOT EXCEED 1/3 OF THE SLAB THICKNESS AND SHALL BE ARCHITECTS is prohibited. SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. This in may of be D. CLEANLINESS OF GROUT SPACE PRIOR TO GROUTING MATERIALS AND COMMENTARY RE-APPROVED 2018 CENTERED BETWEEN THE TOP AND BOTTOM REINFORCING,UNLESS SPECIFICALLY DETAILED used i any unauthorized (11 NOT APPLIED CONCURRENT WITH UNIFORM LOAD;APPLIED OVER 2 IN.x 2 IN.AREA E. PROTECTION OF MASONRY DURING COLD WEATHER(TEMP BELOW 400 F) OTHERWISE.CONCENTRATIONS OF MECHANICAL PIPES AND/OR ELECTRICAL CONDUITS manner. 02024 (21 NOT APPLIED CONCURRENT WITH UNIFORM LOAD;APPLIED OVER 2.5 FT x 2.5 FT AREA F. PROTECTION OF MASONRY DURING HOT WEATHER(TEMP ABOVE 900 F) BUILDING EXTERIORS:ALL ENGINEERING REQUIRED FOR,CURTAIN WALLS,CLADDING, FIELD REFERENCE:THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED.CONDUIT AND PIPE [31 NOT APPLIED CONCURRENT WITH UNIFORM LOAD;APPLIED AT ANY LOCATION/DIRECTION G. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE VENEER AND GLAZING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.THE DRAWINGS MANUAL,SP-15,"STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE(ACI 301-10) SHALL BE SPACED @ 3"OR 3 DIAMETERS ON CENTER,WHICHEVER IS LARGER. CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS. SHALL MAINTAIN THE DESIGN INTENT OF THE ARCHITECTURAL DRAWINGS AND SHALL BE WITH SELECTED ACI AND ASTM REFERENCES." DESIGN SUPERIMPOSED DEAD LOADS H. SIZE,TYPE AND PLACEMENT OF ALL ANCHORS BOLTS AND EMBEDDED REVIEWED BY THE ENGINEER OF RECORD FOR COMPATIBILITY WITH THE BASE STRUCTURE. FOR SLABS ON GRADE AND CONCRETE ON STEEL DECK NO PIPES OR CONDUITS SHALL BE AREA DEAD LOADS(PSF)LINO REMARKS AND NOTES FABRICATIONS WITH HEADED STUDS THE CONTRACTOR'S ENGINEER SHALL BE A LICENSED PROFESSIONAL CIVIL ENGINEER IN THE CONCRETE MIXTURES:CONFORM TO ACI 301 SECTION 4"CONCRETE MIXTURES"AND ACI PLACED WITHIN THE INDICATED CONCRETE SLAB THICKNESS AND SHALL BE LOCATED ROOF 23 I. OBSERVATION OF ANY REQUIRED GROUT SPECIMENS,MORTAR SPECIMENS STATE OF THE PROJECT. 318 SECTION 26.4. BELOW THE SLAB UNLESS SPECIFICALLY DETAILED OTHERWISE. �A r FLOOR 81 INCLUDES ALLOWANCE FOR 1/2" AND/OR PRISMS. 0 PONDED CONCRETE 2. CONTINUOUS INSPECTION REQUIRED DURING/FOR THE: BUILDING INTERIORS:ALL ENGINEERING REQUIRED FOR THE INTERIOR CEILING SYSTEMS, MATERIALS:CONFORM TO ACI 301 SECTION 4.2.1"MATERIALS"FOR REQUIREMENTS FOR CLEAR COVERAGE TO REINFORCING:CLEAR COVERAGE OF CONCRETE REINFORCING SHALL M A. PLACING OF GROUT FOR PROPER APPLICATION TECHNIQUES AND CODE STUD WALLS,HANGING CHANDELIERS,SIGNAGE,ETC SHALL BE THE RESPONSIBILITY OF THE CEMENTITIOUS MATERIALS,AGGREGATES,MIXING WATER AND ADMIXTURES. BE PER ACI 318 SECTION 20.6.1.3.1 AS FOLLOWS: CO) SNOW DRIFT SCHEDULE COMPLIANCE CONTRACTOR.THE DRAWINGS SHALL MAINTAIN THE DESIGN INTENT OF THE ` QQ B. INSTALLATION OF POST-INSTALLED ADHESIVE ANCHOR BOLTS IN CMU ARCHITECTURAL DRAWINGS AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD FOR 1. CEMENT MARK DRIFT LENGTH DRIFT LOAD AT PEAK[1] COMPATIBILITY WITH THE BASE STRUCTURE.THE CONTRACTOR'S ENGINEER SHALL BE A A. PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE II. CLEAR CO VERA GE OF REINFORCING A 4'-3" 8.4 PSF C. WELDING OF REINFORCING BARS. LICENSED PROFESSIONAL CIVIL ENGINEER IN THE STATE OF THE PROJECT. B. IF SULFATES ARE IN SOIL,PER GEOTECHNICAL REPORT,PROVIDE CEMENTITIOUS B 5'-9" 22.8 PSF STRUCTURAL STEEL FABRICATION:PER IBC SECTION 1705.2:SPECIAL INSPECTOR SHALL MATERIAL,MAXIMUM W/CM AND MINIMUM Pc CONCRETE STRENGTH PER EXPOSURE LOCATION OF CONCRETE CONCRETE COVER y C 7'-6" 15 PSF REVIEW THE FABRICATION SHOP'S QUALITY CONTROL PROCEDURES FOR ANCHORAGE AND SUPPORT FOR MECHANICAL AND ELECTRICAL EQUIPMENT:ALL CATEGORY S"X"AND ACI 301 TABLE 4.2.2.7.a CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED 3" 2 D 16'-7"[21 66.1 PSF COMPLETENESS AND ADEQUACY RELATIVE TO AISC 360 CHAPTER M AND N,OF THE AISC ENGINEERING REQUIRED FOR THE ANCHORAGE AND SUPPORT FOR MECHANICAL AND C. DO NOT USE CONCRETE OR GROUT CONTAINING CHLORIDES. / CODE OF STANDARD PRACTICE,AWS D1.1-2015 STRUCTURAL WELDING CODE AND IBC ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.DRAWINGS TO EARTH: �/ r � E 10'-3" 20.4 PSF CODE REQUIREMENTS FOR THE FABRICATOR'S SCOPE OF WORK. AND CALCULATIONS FOR THE EQUIPMENT ANCHORAGE AND SUPPORT SHALL BE SEALED AND SUBMITTALS:PROVIDE ALL SUBMITTALS REQUIRED BY ACI 301 SECTION 4.1.2.SUBMIT MIX F 13'-11"[2] 49.6 PSF CONCRETE EXPOSED TO EARTH AND WEATHER: 1 "_ STRUCTURAL STEEL INSPECTION:PER IBC SECTION 1705.2 AND AISC 360 CHAPTER M SUBMITTED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT.THE DESIGNS TO THE SER FOR EACH MIX IN THE TABLE BELOW.SUBSTANTIATING STRENGTH #6 THROUGH#18 BAR 2" _ G 8'-4" 33.2 PSF AND N AT THE SITE AND THE FABRICATION SHOP,SHALL BE DONE IN ACCORDANCE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS,DETAILS AND STRUCTURAL CALCULATIONS RESULTS FROM PAST TESTS SHALL NOT BE OLDER THAN 24 MONTHS PER ACI 318 SECTION #5 BAR AND SMALLER 1 1/2" WITH THE FOLLOWING REQUIREMENTS: FOR THE ITEMS PER THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND DESIGN 26.12.ALL MIX DESIGNS SHALL BE VERIFIED BY A QUALIFIED TESTING LABORATORY.WHERE •� +� DRIFT LENGTH tE o 1. PERIODIC INSPECTION REQUIRED: CRITERIA. REQUIRED BY THE AUTHORITY HAVING JURISDICTION,MIX DESIGNS SHALL BE WET ADDITIONAL O A. PRIOR TO THE START OF FABRICATION FOR: CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT ¢a A. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED FOR STAMPED BY A CIVIL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS WITH THE GROUND UNO: H REVIEW TO THE ARCHITECT AND ENGINEER-OF-RECORD. SNOW DRIFT ¢ a. VERIFICATION OF SHOP COMPLIANCE WITH AISC CHAPTER N,SECTIONS N2 LOCATED. SLABS,WALLS AND JOISTS: ^^++ &N3 FOR COMPLETENESS AND ADEQUACY OF FABRICATION AND QUALITY B. THE ARCHITECT,AND ENGINEER-OF-RECORD SHALL REVIEW ALL DEFERRED SUBMITTAL W o 0 #14 AND#18 BAR 1 1/2" WALL OR ROOF CONTROL PROCEDURES ITEMS,SIGN AND STAMP THEM AS APPROVED,AND FORWARD THEM TO THE BUILDING TABLE OF MIX DESIGN REQUIREMENTS #11 BAR AND SMALLER 3/4 � = L OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS " PROJECTION b. VERIFICATION OF SHOP COMPLIANCE WITH AWS Dl.l STRUCTURAL (1) �cc WELDING CODE HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE �V � B. VERIFICATION OF SHOP COMPLIANCE WITH AISC 360 CHAPTER M,N,AND CODE BUILDING AND NO EXCEPTIONS ARE TAKEN. BEAMS AND COLUMNS: V/ OF STANDARD PRACTICE C. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND = w PRIMARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS 1 1/2" z C. DURING WELDING OF SINGLE-PASS FILLET WELDS NOT EXCEEDING 5/16 SIZE SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. u z M Q) p a AS NOTED IN AISC TABLES N5.4-1,2 AND 3 ¢w^ �_ o N 3 SLAB ON GRADE: SEE PLAN Z D. DURING FIELD WELDING OF ALL METAL FLOOR AND METAL ROOF DECK PER MEMBER Oe v: X o In '^ SOIL AND FOUNDATIONS oo a E w ri AWS D1.3 AS NOTED IN AISC TABLE N6.1 TYPE/LOCATION ry rn f¢ w u f ¢u a' n= E. DURING THE WELDING OPERATIONS-VERIFICATION OF WELDER REFERENCE STANDARDS:CONFORM TO IBC CHAPTER 18"SOILS AND FOUNDATIONS." o L S II In FOOTINGS 3,000 3/4" C1 0.45 5/o 0 ROOF JOIST z C)In QUALIFICATIONS ¢0 F. DURING THE WELDING OPERATIONS-VERIFICATION OF VALID WELDING OR TRUSS p GEOTECHNICAL REPORT:RECOMMENDATIONS CONTAINED IN GEOTECHNICAL ENGINEERING SLABS ON GRADE(INTERIOR) 3,000 3/4" - 0.40 - 2 PROCEDURE SPECIFICATIONS PER AWS D1.1 REPORT OF PROPOSED COMMERCIAL DEVELOPMENT"ELEVATE ACADEMY"IN TWIN FALLS, Y/ [11 DRIFT LOAD SHALL BE COMBINED WITH FLAT ROOF SNOW LOAD AND NEED NOT BE G. PRIOR TO PAINTING,SHIPPING TO SITE AND ERECTION-VERIFICATION OF ALL IDAHO WAS USED FOR DESIGN. SLABS ON GRADE(SHOP BUILDING) 3,000 3/4" 0.40 COMBINED WITH MINIMUM SNOW LOAD.DESIGN FOR WHICHEVER VALUE IS GREATER WELDED JOINTS PER AWS D1.1 TABLE 6.1 PROJECT T241598g BY ATLAS TECHNICAL CONSULTANTS,LLC DATED OCTOBER 14, VIA (MINUMUM SNOW LOAD OR DRIFT+FLAT ROOF SNOW LOAD) H. PRIOR TO THE START OF ERECTION-VERIFICATION OF FRAMING 2024 STEMWALLS 4,500 3/4" F1,C1 0.45 5% [21 TRUNCATE SNOW LOAD AT LENGTH OF ROOF WHERE OCCURS. REQUIREMENTS AND BOLTING PROCEDURES PER AISC I. DURING HIGH STRENGTH BOLTING PER AISC TABLES N5.6-1,2 AND 3 CONTRACTOR'S RESPONSIBILITIES:CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE SLAB ON METAL DECK 3,500 3/4" - 0.40 - COMPONENTSAND CLADDING WIND LOAD DIAGRAMS J. DURING WELDING OF WELDED HEADED SHEAR(WHS)STUDS USED IN THE GEOTECHNICAL REPORT AND SHALL FOLLOW THE RECOMMENDATIONS SPECIFIED THEREIN FLOOR SYSTEM PER AISC TABLES N6.1 INCLUDING,BUT NOT LIMITED TO,SUBGRADE PREPARATIONS,PILE INSTALLATION TABLE OF MIX DESIGN REOUIREMENTS NOTES: 18 FT K. DURING WELDING OF STAIRS,HAND-RAILING AND GUARDRAILS PROCEDURES,GROUND WATER MANAGEMENT AND STEEP SLOPE BEST MANAGEMENT L. DURING ERECTION OF OPEN WEB STEEL JOISTS AND GIRDERS PRACTICES." 1. W/C RATIO:WATER-CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL revision: ZONE 3 2. CONTINUOUS INSPECTION REQUIRED DURING: WEIGHT OF CEMENTITIOUS MATERIALS.MAXIMUM RATIOS ARE CONTROLLED BY A. WELDING OF COMPLETE OR PARTIAL JOINT PENETRATION(CIP OR PJP)GROOVE GEOTECHNICAL SUBGRADE INSPECTION:INSPE�ION:THE GEOTECHNICAL ENGINEER SHALL INSPECT ALL STRENGTH NOTED IN THE TABLE OF MIX DESIGN REQUIREMENTS AND DURABILITY no. desc. date WELDS PER AISC TABLES N5.4-1,2 AND 3 "�10.5 FT '"4 10.5 FT B. WELDING OF MULTI-PASS FILLET WELDS AND FILLET WELDS EXCEEDING 5/16° SUB-GRADES AND PREPARED SOIL BEARING SURFACES,PRIOR TO PLACEMENT OF REQUIREMENTS GIVEN IN ACI 318 SECTION 4.3. `* `* FOUNDATION REINFORCING STEEL AND CONCRETE.GEOTECHNICAL ENGINEERS SHALL 2. CEMENTITIOUS MATERIALS: ZONE 2 SIZE PER AISC TABLES N5.4-1,2 AND 3 PROVIDE A LETTER TO THE OWNER STATING THAT SOILS ARE ADEQUATE TO SUPPORT THE A. THE USE OF FLY ASH,OTHER POZZOLANS,SILICA FUME,OR SLAG SHALL CONFORM ZONE 1 "ALLOWABLE FOUNDATION BEARING PRESSURE(S)"SHOWN BELOW. TO ACI 318 SECTIONS 4.3.1 AND 4.4.2.MAXIMUM AMOUNT OF FLY ASH SHALL BE ZONE 4 ZONE 5 MISCELLANEOUS INSPECTIONS:PER IBC SECTION 1705: 20%OF TOTAL CEMENTITIOUS CONTENT UNLESS REVIEWED AND APPROVED 1. PILING,DRILLED PIERS AND CAISSONS OTHERWISE BY SER. 2. WELDING OF: DESIGNSOIL VALUES B. CEMENTITIOUS MATERIALS SHALL CONFORM TO THE RELEVANT ASTM STANDARDS A. WELDED GUARDRAIL LISTED IN ACI 318 SECTION 3.2.1. ROOF PLAN WALL ELEVATION B. COLD-FORMED STEEL -ALLOWABLE FOUNDATION BEARING PRESSURE 2,000 PSF(NET) 3. AIR CONTENT:CONFORM TO ACI 318 SECTION 4.4.1.MINIMUM STANDARDS FOR 3. SPRAY APPLIED FIREPROOFING AS INDICATED IN THE ARCHITECTURAL DRAWINGS -PASSIVE PRESSURE 312 PCF EXPOSURE CLASS ARE NOTED IN THE TABLE.IF FREEZING AND THAWING CLASS IS NOT -COEFFICIENT OF SLIDING FRICTION 0.35 NOTED,AIR CONTENT GIVEN IS THAT REQUIRED BY THE SER.CONCRETE SURFACES IN project: 231106 POST INSTALLED ANCHORS TO CONCRETE AND MASONRY:SHALL COMPLY WITH IBC CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR.TOLERANCE IS±1-1/2%.AIR date: 02.1 1.2025 EFFECTIVE +PRESSURE -PRESSURE OVERHANGS SECTION 1705.INSPECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SET CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT. ZONE AREA(FTz) (PSF) (PSF) (PSF) FORTH IN THE APPROVED ICC EVALUATION REPORT AND AS INDICATED BY THE DESIGN 4. HARDROCK AGGREGATES SHALL CONFORM TO ASTM C33.LIGHT-WEIGHT AGGREGATES 10 16.0 -42.3 - REQUIREMENTS SPECIFIED ON THE DRAWINGS.REFER TO THE POST INSTALLED SHALL CONFORM TO ASTM C330. 1 ANCHORS SECTION OF THESE NOTES FOR ANCHORS THAT ARE THE BASIS OF THE 5. SLUMP:CONFORM TO ACI 301 SECTION 4.2.2.2.SLUMP SHALL BE DETERMINED AT 100 16.0 -33.0 - DESIGN.SPECIAL INSPECTOR SHALL VERIFY ANCHORS ARE AS SPECIFIED IN THE POST POINT OF DELIVERY. 2 10 16.0 -55.7 -51.7 INSTALLED ANCHORS SECTION OF THESE NOTES OR AS OTHERWISE SPECIFIED ON THE 6. CHLORIDE CONTENT:CONFORM TO ACI 318 SECTION 4.3.1 AND TABLE R4.3.1. permit set 100 16.0 -43.8 -35.8 DRAWINGS.SUBSTITUTIONS REQUIRE APPROVAL BY THE SER AND REQUIRE 7. NON-CHLORIDE ACCELERATOR:NON-CHLORIDE ACCELERATING ADMIXTURE MAY BE 10 16.0 -76.0 -71.9 SUBSTANTIATING CALCULATIONS AND CURRENT IBC RECOGNIZED ICC-ES REPORT. USED IN CONCRETE PLACED AT AMBIENT TEMPERATURES BELOW 50°F AT THE 3 SPECIAL INSPECTOR SHALL DOCUMENT IN THEIR SPECIAL INSPECTION REPORT CONTRACTOR'S OPTION. 100 16.0 -52.2 -44.1 COMPLIANCE WITH EACH OF THE ELEMENTS REQUIRED WITHIN THE APPLICABLE ICC-ES 8. ACI 318,SECTION 4 EXPOSURE CLASSES SHALL BE ASSUMED TO BE FO,SO,PO,AND CO 10 24.3 -26.3 - REPORT. UNLESS DIFFERENT EXPOSURE CLASSES ARE LISTED IN THE TABLE OF MIX DESIGN 4 REQUIREMENTS THAT MODIFY THESE BASE REQUIREMENTS. 100 2 - - INSPECTION REPORTS:SPECIAL INSPECTION REPORTS SHALL BE PROVIDED AS SOON AS 10 24..3 32.2.4 PRACTICAL AFTER COMPLETING INSPECTIONS. FINAL SPECIAL INSPECTION REPORTS WILL 9. DO NOT ADD WATER TO CONCRETE DURING DELIVERY,AT PROJECT SITE OR DURING 5 100 20.7 -25.2 - BE REQUIRED BY EACH SPECIAL INSPECTION FIRM PER IBC 1704.2.4.SUBMIT COPIES OF ALL PLACEMENT. genera INSPECTION REPORTS TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING notes • POSITIVE PRESSURES ACT TOWARDS THE INTERIOR OF STRUCTURE. NEGATIVE JURISDICTION FOR REVIEW. PRESSURES ACT AWAY FROM STRUCTURE(SUCTION ON WALLS,UPLIFT ON ROOF). aTvppRoveo ptaNs • PRESSURES IN TABLE ABOVE ARE'NET'PER ASCE 7,MEANING SUM OF EXTERNAL AND PREFABRICATED CONSTRUCTION:ALL PREFABRICATED CONSTRUCTION SHALL CONFORM TO INTERNAL WIND PRESSURE COMPONENTS. IBC SECTION 1703. PUNS MUST BE ON JOB SITE 0■O • WIND UPLIFT PRESSURES ON ROOFS SHALL BE COMBINED WITH PROPER DEAD LOAD FOR ALL INSPEUIONS ACCORDING TO APPROPRIATE STRENGTH OR SERVICE LOAD COMBINATIONS FROM IBC AND ASCE 7. Page 120 of 180 GENERAL NOTES REINFORCED CONCRETE MASONRY REINFORCING STEEL/FOR CONCRETE AND MASONRY) STRUCTURAL STEEL(CONY) OPEN WEB STEEL JOISTS AND JOIST GIRDERS(CONY) COLD-FORMED STEEL FRAMING SS\0 N A L FN REFERENCE STANDARDS:CONFORM TO: REINFORCING STEEL:ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN HIGH-STRENGTH BOLTING:HIGH STRENGTH BOLTS SHALL BE OF THE ASTM GRADE AND JOIST DESIGN: REFERENCE STANDARDS:CONFORM TO: 1. IBC CHAPTER 21"MASONRY." ACCORDANCE WITH THE SUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'(ACI TYPE SPECIFIED IN THE DRAWINGS.UNLESS NOTED OTHERWISE,INSTALL BOLTS IN JOINTS 1. JOISTS SHALL BE DESIGNED FOR THE FOLLOWING LOADS(IN ADDITION TO SELF 1. AISI S100-16"NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED 2. TMS 402-16"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES."HEREIN 318-14)AND THE WANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE IN ACCORDANCE WITH THE RCSC SPECIFICATION AS JOINT TYPE ST,"SNUG TIGHT"-PER WEIGHT),UNLESS DESIGNATIONS ARE SHOWN ON FRAMING PLANS.JOIST SHALL ALSO STEEL STRUCTURAL MEMBERS." 8 8 REFERENCED AS TMS 402. CONSTRUCTION'BY CRSI AND WCRSI AS MODIFIED BY THE PROJECT DRAWINGS AND RCSC SPECIFICATION TABLE 4.1 AND SECTION 8.1.INSPECTION IS PER RCSC SECTION 9.1. BE DESIGNED FOR ANY OTHER UNIFORM OR CONCENTRATED LOADS SHOWN ON 2. AISI S200-12"NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING- P I4/18/25 0 3. TMS 602-16"SPECIFICATION FOR MASONRY STRUCTURES."HEREIN REFERENCED AS SPECIFICATIONS. BOLTS HAVE BEEN DESIGNED AS ASTM F3125 GRADE A325-N BOLTS-"THREADS INCLUDED FRAMING PLANS OR OTHER STRUCTURAL DRAWINGS,INCLUDING BUT NOT LIMITED TO GENERAL PROVISIONS" OF taP� TMS 602. IN THE SHEAR PLANE". MEP,ARCHITECTURAL,EQUIPMENT,FIRE SPRINKLER,ETC. 3. AISI S212-07"NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING- y41N R`i% 4. ACI SP-66"ACI DETAILING MANUAL"INCLUDING ACI 315"DETAILS AND DETAILING OF REINFORCING MATERIAL:DEFORMED REINFORCING BARS SHALL CONFORM TO THE 2. WIND AND SEISMIC LOADS ARE STRENGTH LEVEL UNLESS NOTED OTHERWISE. HEADER DESIGN" CONCRETE REINFORCEMENT." REQUIREMENTS OF ASTM A615 GRADE 60 AND ASTM A706 GRADE 60 FOR DEFORMED PROTECTIVE COATING REQUIREMENTS: 3. JOIST DEFLECTION SHALL MEET MINIMUM REQUIREMENTS FROM IBC CHAPTER 16.IF NO 4. AISI S211-07 S1-12"NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING- 5. ANSI/AWS DIA-2017"STRUCTURAL WELDING CODE-REINFORCING STEEL INCLUDING WELDABLE BARS. 1. SHOP PAINTING:CONFORM TO AISC 360 SECTION M3 AND AISC 303 SECTION 6.5 CRITERIA IS PROVIDED,JOISTS SHALL BE DESIGNED FOR A MAXIMUM LIVE LOAD WALL STUD DESIGN" METAL INSERTS AND CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION." UNLESS A MULTI-COAT SYSTEM IS REQUIRED PER THE PROJECT SPECIFICATIONS. DEFLECTION EQUAL TO SPAN/360. S. AISI S213-07 S1-09"NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING- WELDING:WELDING OF REINFORCING IS PERMITTED ONLY WHERE SHOWN ON THE 2. INTERIOR STEEL: 4. JOIST MANUFACTURER SHALL CHECK JOIST BRIDGING AND MODIFY AS REQUIRED TO LATERAL DESIGN." QUALITY ASSURANCE:CONFORM TO IBC CHAPTER 17 AND TMS 602. DRAWINGS OR WHEN APPROVED BY THE STRUCTURAL ENGINEER.WELDING OF A. UNLESS NOTED OTHERWISE,DO NOT PAINT STEEL SURFACES TO BE: ADEQUATELY BRACE THE BOTTOM CHORDS AGAINST LATERAL MOVEMENT DUE TO NET 6. AWS D1.3-2018"STRUCTURAL WELDING CODE-SHEET STEEL." COMPRESSIVE STRENGTH SHALL BE CONFIRMED BY THE UNIT STRENGTH METHOD REINFORCING BARS SHALL BE WITH LOW HYDROGEN ELECTRODES IN ACCORDANCE WITH a. CONCEALED BY THE INTERIOR BUILDING FINISHES, UPLIFT PRESSURE. ACCORDING TO THE FOLLOWING ITEMS 1-3 AND THE MINIMUM STRENGTHS TABLE FURTHER THE'RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL,ETC',AMERICAN b. FIREPROOFED, MATERIALS:STRUCTURAL SECTIONS:54,68 AND 97-MIL;ASTM A653 GRADE D OR ASTM BELOW. AS AN ALTERNATIVE TO UNIT STRENGTH METHOD,COMPRESSIVE STRENGTH MAY WELDING SOCIETY,AWS D1.4 AND ACI 318 SECTION 26.6.4 ALL REINFORCING TO BE c. EMBEDDED IN CONCRETE, JOIST DESIGN LOADS SCHEDULEtI>ts>t11J A1011 GRADE 50,MIN FY=50 KSI 33 AND 43-MIL;ASTM A653 GRADE A,OR ASTM A1011 BE DETERMINED BY THE PRISM TEST METHOD ACCORDING TO ITEM 4. WELDED SHALL CONFORM TO ASTM A706 GRADE 60 UNO d. SPECIALLY PREPARED AS A"PAYING SURFACE"FOR TYPE-SC"SLIP-CRITICAL" LOADINGM SEISMIC WIND(5)(6)(10) GRADE 33,MIN FY=33 KSI 1. MASONRY UNITS:A LETTER OF CERTIFICATION FROM THE MANUFACTURER OF THE BOLTED CONNECTIONS,UNLESS THE COATING CONFORMS TO REQUIREMENTS UNITS SHALL BE PROVIDED TO THE SER AT THE TIME OF,OR PRIOR TO,THE DELIVERY REINFORCING BAR BENDS:ALL REINFORCING BAR BENDS SHALL BE MADE COLD. OF THE RCSC BOLT SPECIFICATION AND IS APPROVED BY THE ENGINEER. DL LR S/RM ADD-LOADB) AXIAL DOWN NET NET NET SHEET METAL SCREWS GRABBER SELF-DRILLING,#10 SCREWS(ASTM C1513)UNLESS NOTED OF THE UNITS TO THE JOBSITE TO ENSURE THE UNITS HAVE BEEN TESTED ACCORDING e. WELDED;IF AREA REQUIRES PAINTING,DO NOT PAINT UNTIL AFTER WELD TL/LL TEN/COMPR UPLIFT UPLIFT UPLIFT OTHERWISE ON DRAWINGS OR SER APPROVED ALTERNATE TO ASTM C140 AND COMPLY WITH THE COMPRESSIVE STRENGTH SPECIFIED AND ASTM DOWELS:REINFORCING DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE INSPECTIONS AND NON-DESTRUCTIVE TESTING REQUIREMENT,IF ANY,ARE ZONE 1 ZONE 2 ZONE 3 C90. THE SAME NUMBER,SIZE,SPACING AND GRADE AS THE SPECIFIED VERTICAL REINFORCING, SATISFIED. FASTENERS TO STEEL HILTI X-U POWDER ACTUATED FASTENERS 2. MORTAR:NO MORTAR TESTING IS REQUIRED.MORTAR SHALL COMPLY WITH ASTM UNO B. INTERIOR STEEL,EXPOSED TO VIEW,SHALL BE PAINTED WITH ONE COAT OF SHOP UNIFORM l C270. PRIMER UNLESS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS.FIELD SURFACE 20 PSF 20 PSF 25 PSF 300/300 LBS 1.4 KIP 16 PSF-13 PSF-24 PSF-32 PSF FASTENERS TO CONCRETE HILTI X-U POWDER ACTUATED FASTENERS PER THE i 3. GROUT:A LETTER OF CERTIFICATION FROM THE SUPPLIER OF THE GROUT SHALL BE INSPECTION:ALL REINFORCING BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE TOUCH-UPS TO MATCH THE FINISH COAT OR AS OTHERWISE INDICATED IN THE LOADS(2) "SHOT PINS"SECTION BELOW PROVIDED TO THE SER AT THE TIME OF,OR PRIOR TO,DELIVERY OF THE GROUT TO MADE WHEN THE FINAL IN-PLACE INSPECTION OCCURS. PROJECT SPECIFICATIONS 1. JOIST SHALL BE DESIGNED FOR THE ABOVE LOADS(IN ADDITION TO SELF WEIGHT)AND ANY THE JOBSITE TO ENSURE THAT THE GROUT COMPLIES WITH ASTM C476. 3. EXTERIOR STEEL:EXPOSED EXTERIOR STEEL SHALL BE PROTECTED BY EITHER: WELD MATERIAL E60XX ELECTRODES CONFORMING TO AWS D1.3 4. MASONRY PRISMS:MASONRY PRISM TESTING TO CONFORM TO THE REQUIREMENTS OF WIRE FABRIC:WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064.MINIMUM LAP OF A. PAINT WITH AN EXTERIOR MULTI-COAT SYSTEM AS PER THE PROJECT STRUCTURAL DRAWINGS PER LEAD CASE COMBINATIONS FROM MEP OR EQUIPMENT LOADS ADSASC SHOW7-16 N ON THE S COMBINING LOADS USING STRENGTH DESIGN TMS 602 SECTION 1.4 B.3.DURING CONSTRUCTION,BUILD AND TEST SETS OF(3) WELDED WIRE FABRIC SHALL BE 6"OR ONE FULL MESH AND ONE HALF,WHICHEVER IS SPECIFICATIONS. . STUDS AND TRACK SPECIFIED AS GALVANIZED SHALL BE GALVANIZED IN ACCORDANCE WITH PRISMS IN ACCORDANCE WITH ASTM C1314.BUILD PRISMS UNDER OBSERVATION OF GREATER. B. FIELD TOUCH-UP PAINTING SHALL AS PER THE PROJECT SPECIFICATIONS. 2. LINE LOADS IN TABLE ARE BASED ON MAX JOIST SPACING.JOIST DESIGNER OPTION TO USE ASTM A653,G60,UNLESS IN CONTACT WITH PRESSURE TREATED WOOD.IF IN CONTACT THE SPECIAL INSPECTOR OR AN APPROVED AGENCY AND TEST BY AN APPROVED C. GALVANIZED PER ASTM A123 TO PROTECT AGAINST CORROSION. UNIFORM SURFACE LOADS MULTIPLIED BY ACTUAL JOIST SPACING IN LIEU OF LINE LOADS WITH PRESSURE TREATED WOOD,USE G90 OR GREATER COATINGS.FASTENINGS NOT AGENCY.TEST A SET OF PRISMS FOR EACH 5000 SF OF WALL AREA.PRISM TESTS PRIOR IN TABLE. SHOWN ON THE DRAWINGS SHALL BE AS RECOMMENDED BY THE MANUFACTURER. TO CONSTRUCTION ARE NOT REQUIRED. POST-INSTALLED ANCHORS[INTO CONCRETE AND MASONRY) METAL ROOFAND FLOOR DECK 3. REFER TO THE FRAMING PLANS FOR ANY ADDITIONAL CONCENTRATED OR UNIFORM LOAD DESIGN REQUIREMENTS.(MECHANICAL UNITS,PARTITIONS,SNOW,SNOWDRIFT,AND SIZE AND PROFILE:COLD-FORMED STEEL FRAMING MEMBERS SHALL BE AS SPECIFIED IN THE DESIGN STANDARDS:POST-INSTALLED ANCHORS INTO CONCRETE FOR THIS PROJECT ARE REFERENCE STANDARDS:CONFORM TO: WIND/SEISMIC,ETC.) STRENGTH:THE MINIMUM COMPRESSIVE STRENGTH OF THE MASONRY ASSEMBLAGE,F.,IS STEEL STUD MANUFACTURER'S ASSOCIATION ICC EVALUATION REPORT ESR-3064P AND OF DESIGNED IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE,ACI 318-14 CHAPTER 17 1. ICC REPORT ESR-1735P ISSUED FEBRUARY 1,2014(RENEWED MARCH 1,2015) 4. PROVIDE BOTH TOTAL AND LIVE LOAD FOR JOIST DESIGN IN SUBMITTAL. 2,00E PSI(UNLESS OTHERWISE NOTED). THE MINIMUM REQUIRED DAY COMPRESSIVE DESIGNED ASCE 8-14 5. WIND UPLIFT VALUES SHOWN ARE NET COMPUTED FROM ASCE7-16 SECTION 2.3 LOAD CASE THE SIZE AND PROFILE AS SHOWN ON THE DRAWINGS.ALTERNATE MEMBERS EQUIVALENT STRENGTHS FOR GROUT,MORTAR AND BLOCK SHALL BE THE FOLLOWING: ING: POST-INSTALLED ANCHORS:ALL ANCHORS AND THREADED RODS INSTALLED IN EXTERIOR 3, AMERICAN IRON AND STEEL INSTITUTE(AISI)S100-NORTH AMERICAN SPECIFICATION COMBINATION 0.9*D+1.0*W IN SHAPE,SIZE,AND STRENGTH BY MANUFACTURERS NOT MEMBERS OF THE STEEL STUD MANUFACTURER'S ASSOCIATION SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE OR DAMP ENVIRONMENTS SHALL BE GALVANIZED OR STAINLESS STEEL TO PROTECT FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS 2016. 6. JOIST MANUFACTURER SHALL CHECK JOIST BRIDGING AND MODIFY AS REQUIRED TO ■ MASONRY28DAYCOMPRESSIVESTRENGTHS ARCHITECT/ENGINEER. (FOR GROUT,MORTAR AND BLOCK) AGAINST CORROSION.INSTALL ONLY WHERE SPECIFICALLY SHOWN IN THE DETAILS OR 4. AWS D1.3-2008"STRUCTURAL WELDING CODE-SHEET STEEL." ADEQUATELY BRACE THE BOTTOM CHORDS AGAINST LATERAL MOVEMENT DUE TO NET ALLOWED BY SER.ALL POST-INSTALLED ANCHORS TYPES AND LOCATIONS SHALL BE UPLIFT PRESSURES. JOISTS:SPANS ARE ASSUMED TO BE CONTINUOUSLY SHEATHED AT THE TOP FLANGE.ALL APPROVED BY THE SER AND SHALL HAVE A CURRENT ICC-EVALUATION SERVICE REPORT SUBMITTALS:SUBMIT SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR REVIEW.SHOP 7. THE MAX OF ROOF SNOW OR RAIN LOAD. fm 2,00E PSI JOISTS MUST BE BRACED LATERALLY AT EACH END BY RIM TRACK OR BLOCKING.JOIST ­,l"i d,vLaw,"*INe°a°•ro••."" THAT PROVIDES RELEVANT DESIGN VALUES NECESSARY TO VALIDATE THE AVAILABLE DRAWINGS SHALL INCLUDE MATERIAL TYPE,DESIGN LOADS,DIAPHRAGM CAPACITIES,SPAN 8. A MOVING CONCENTRATED LOAD APPLIED AT ANY PANEL POINT ON BOTH THE TOP CHORD BRIDGING SHALL BE A MAXIMUM 8'-0"OC WEB PUNCH-OUTS SHALL BE LOCATED A MINIMUM GROUT 2,000 PSI STRENGTH EXCEEDS THE REQUIRED STRENGTH.SUBMIT CURRENT MANUFACTURER'S DATA LAYOUT BY SSE,DECK ATTACHMENTS,METAL DECK EDGE FORM DESIGN AND AND BOTTOM CHORD. OF 10"AWAY FROM BEARING POINTS.IF A PUNCH-OUT FALLS WITHIN 10"OF A BEARING AND ICC-ES REPORT TO SER FOR APPROVAL REGARDLESS OF WHETHER OR NOT IT IS A PRE- CALCULATIONS,AND SHORING REQUIREMENTS.ALL OPENINGS SHALL BE INDICATED.ANY 9. JOIST BEARING CONNECTION SHALL BE DESIGNED TO RESIST THE SAME AXIAL LOADS POINT,REINFORCEMENT IS REQUIRED. MORTAR 1,800 PSI APPROVED ANCHOR.ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE TO ICC-ES ALTERNATE DECK TYPES AND GAGES SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER ACTING PARALLEL TO THE JOIST. REPORT AND MANUFACTURER'S INSTRUCTIONS.NO REINFORCING BARS SHALL BE DAMAGED FOR REVIEW PRIOR TO FABRICATION AND SHALL INCLUDE A VALID ICC EVALUATION 10. SEE COMPONENTS AND CLADDING WIND LOAD DIAGRAMS FOR WIND ROOF ZONES. (SEE NOTE 2) TYPES CONNECTORS AND FASTENERS:CONNECTORS SHALL BE INSTALLED PER THE DURING INSTALLATION OF POST-INSTALLED ANCHORS.SPECIAL INSPECTION SHALL BE PER REPORT,CALCULATIONS AND SHOP DRAWINGS(COMPONENT DESIGN DRAWINGS)STAMPED 11. DEFLECTION LIMITS THE TESTS AND INSPECTIONS SECTION.ANCHOR TYPE,DIAMETER AND EMBEDMENT SHALL BY THE SSE. L=L/240 MANUFACTURER'S INSTRUCTIONS.ALL SCREWS SHALL BE SNUG WITH THE STEEL SURFACE BLOCK 2,00E PSI AND SHALL PENETRATE INTO STEEL STUDS BY A MINIMUM OF(3)EXPOSED THREADS. BE AS INDICATED ON DRAWINGS. S or W= 180 (SEE NOTE 3) CONNECTIONS SHALL NOT BE STRIPPED.SCREWS SHALL BE INSTALLED A MINIMUM OF 3/8" This document is the MATERIAL: ALL ROOF DECK SHALL BE GALVANIZED AND SHALL CONFORM TO ONE OF THE TL= 180 NOTES: 1. ADHESIVE ANCHORS:THE FOLLOWING ADHESIVE-TYPE ANCHORING SYSTEMS HAVE U FROM STEEL EDGES AND WITH NO LESS THAN 3/4"OC SPACING. property of erstad FOLLOWING MATERIAL SPECIFICATIONS: ARCHITECTS and is 1. THE STRENGTHS IN THIS TABLE ARE MINIMUM REQUIREMENTS.IF GREATER BEEN USED IN THE DESIGN AND SHALL BE USED FOR ANCHORAGE TO CONCRETE AND 1. GALVANIZED DECK-ASTM A653 GRADE 33,G60 protected by U.S. and 2. GALVANIZED CORRUGATED DECK-ASTM A653 GRADE 80 STRENGTHS ARE REQUIRED TO MEET THE fm FOR THE COMBINED ASSEMBLY,THE MASONRY,AS APPLICABLE AND IN ACCORDANCE WITH CORRESPONDING CURRENT ICC- WHEN FASTENING TO STEEL,POWDER ACTUATED FASTENERS SHALL BE INSTALLED A international laws. Use,GREATER STRENGTHS SHALL BE USED TO ACHIEVE THE fm REQUIRED. ES REPORT.DRILLED-IN ANCHOR EMBEDMENT LENGTHS SHALL BE AS SHOWN ON 3. PAINTED DECK-ASTM A1008 STEEL STAIRS MINIMUM OF 1/2"FROM STEEL EDGES AND WITH NO LESS THAN 1"OC SPACING.WHEN reproduction, or FASTENING TO CONCRETE,POWDER ACTUATED FASTENERS SHALL BE INSTALLED A modification of this 2. ALL MASONRY BELOW GRADE SHALL USE TYPE M MORTAR REGARDLESS OF fm DRAWINGS,OR NOT LESS THAN 7 TIMES THE ANCHOR NOMINAL DIAMETER(7D). document without first 3. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS ON THE NET AREA. TYPE:DECK SHALL BE'VERCO"TYPE AS SHOWN ON THE STRUCTURAL DRAWINGS BASED ON MINIMUM OF 3"FROM CONCRETE EDGES AND WITH NO LESS THAN 4"OC SPACING. A. HILTI"HIT HY-200"-ICC ESR-3187 FOR ANCHORAGE TO CONCRETE ONLY REFERENCE STANDARDS:CONFORM T0: obtaining written SPECIAL INSPECTION:SPECIAL INSPECTIONS SHALL BE PERFORMED PER THE"TESTS AND " " B. HILTI"HIT HY-270"-ICC ESR-4143 FOR ANCHORAGE TO MASONRY,ICC ESR-4144 3-SPAN,UNSHORED CONDITION.SHORING FOR CONCRETE FILLED DECK IS RE. , REQUIRED FOR 1. IBC CHAPTER 10"MEANS OF EGRESS",IBC TABLES 1607.1(30) permission of erstad BUNDLED STUDS AND JOISTS:STUD OR JOIST GROUPS OF(2)OR MORE MEMBERS SHALL BE ARCHITECTS is prohibited . FOR ANCHORAGE TO UNREINFORCED MASONRY CONDITIONS OTHER THAN(3)SPAN TO ELIMINATE SHORING THE CONTRACTOR MAY 2. NAAMM"METALS STAIRS MANUAL" This document may not be INSPECTIONS"SECTION OF THE STRUCTURAL GENERAL NOTES. CHOOSE TO USE A HEAVIER GAGE DECK WITH APPROVAL BY THE SER. 3. AISC 360-16"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" SHOP WELDED TOGETHER WITH DOUBLE FLARE BEVEL WELDS BY 1 LONG @ 12 OC,BOTH used in any unauthorized 1. EXPANSION ANCHORS: 4. AISI 100-16"SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL SIDES.STUD OR JOIST GROUPS OF(2)DO NOT REQUIRE WELDING IF THEIR WEBS ARE manner. 02024 ANCHORS.TIES AND CONNECTORS:MASONRY ANCHORS,TIES AND CONNECTORS SHALL BE A. HILTI"KB-TZ"-ICC ESR-1917 FOR ANCHORAGE TO CONCRETE ONLY MEMBERS" BACK-TO-BACK AND SCREWED TOGETHER WITH(2)#10 @ 12"OC BUNDLED JOISTS THAT INSTALLATION:INSTALL DECK IN ACCORDANCE WITH SUPPLIER'S INSTRUCTIONS AND SHOP AS SPECIFIED ON STRUCTURAL DRAWINGS.CONSULT ARCHITECTURAL DRAWINGS FOR ARE FRAMED IN A BOX BEAM HEADER STYLE WITH A TOP AND BOTTOM TRACK DO NOT MASONRY ANCHOR TIES NOT INCLUDED ON THE STRUCTURAL DRAWINGS. B. HILTI"KWIK BOLT 3"-ICC ESR-1385*FOR ANCHORAGE TO MASONRY ONLY DRAWINGS.ATTACHMENTS SHALL RESIST THE UPLIFT FORCES AND THE DIAPHRAGM SHEAR 5. AWS DIA 3-2008"STRUCTURAL WELDING CODE-STEEL" REQUIRE WELDING.BOX BEAM FRAMING SHALL HAVE#10 SCREWS @ 24"ON CENTER ALONG FORCES SHOWN ON THE DRAWINGS.WELDING SHALL CONFORM TO AWS D1.3.WELDERS 6. AWS D1.3-2008"STRUCTURAL WELDING CODE-SHEET STEEL." SHALL HAVE CURRENT AWS LIGHT GAGE CERTIFICATION.MINIMUM END LAP SHALL BE 2" EACH THE FOUR TRACK FLANGES.BOX BEAM JOIST AND TRACK MEMBERS SHALL BE EMBEDDED ITEMS:EMBEDDED ITEMS AND ACCESSORIES SHALL BE IN ACCORDANCE WITH STRUCTURAL STEEL SUBMITTALS:STEEL STAIRS ARE TO BE PREPARED BY A SSE.REFERENCE DEFINITIONS AND CONTINUOUS.BOX BEAMS OR HEADERS SHALL BE FRAMED WITH UNPUNCHED JOISTS. TMS 402 SECTION 3.2.2 AND INSTALLED IN ACCORDANCE WITH TMS 602 SECTION 3.3 D. CENTERED OVER SUPPORTS.MINIMUM BEARING OF STEEL DECK ON SUPPORTS SHALL BE 2". POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL,ANCHORS AND OTHER DESIGN STANDARDS:STRUCTURAL STEEL FOR THIS PROJECT IS DESIGNED IN ACCORDANCE ALL 3"DEEP STEEL DECK SHALL HAVE MINIMUM BEARING OF 3".SHEETS SHALL BE DEFERRED SUBMITTALS ABOVE.SUBMIT STRUCTURAL CALCULATIONS AND SHOP DRAWINGS ,^ r STRUCTURAL AND NON-STRUCTURAL EMBEDDED ITEMS BEFORE PLACING GROUT. WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)SPECIFICATIONS FOR ATTACHED TO ALL SUPPORTING STEEL MEMBERS BY WELDING AS INDICATED ON DRAWINGS (COMPONENT DESIGN DRAWINGS)STAMPED BY A PROFESSIONAL CIVIL ENGINEER MEMBER CONDITION:ALL STRUCTURAL COLD-FORMED FRAMING MEMBERS MUST BE IN V, 0 CONTRACTOR SHALL REFER TO STRUCTURAL,ARCHITECTURAL,MECHANICAL,ELECTRICAL, STRUCTURAL STEEL BUILDINGS.STRUCTURAL STEEL FOR THIS PROJECT IS DESIGNED PER AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.UPON COMPLETION OF REGISTERED IN THE STATE OF THE PROJECT. GOOD CONDITION.DAMAGED MEMBERS,MEMBERS WITH CRACKING IN THE STEEL AT THE M ERECTION,ALL WELDS ON STEEL DECK AREAS EXPOSED TO WEATHER SHALL BE DE- BEND RADIUS LOCATIONS,AND MEMBERS WITH SIGNIFICANT RED RUSTING OR SCALING OF CO) PLUMBING,ETC AND COORDINATE ALL EMBEDDED ITEMS. AISC STEEL CONSTRUCTION MANUAL,FOURTEENTH EDITION. MATERIALS:MATERIALS SHALL MATCH THE MATERIALS SPECIFIED IN THE STRUCTURAL THE PROTECTIVE COATING ARE UNACCEPTABLE AND MUST BE REPLACED,UNLESS APPROVED SLAGGED,CLEANED AND TOUCHED-UP WITH A ZINC RICH PRIMER. ER.MEMBERS NOT MEETING TOLERANCES LISTED BELOW SHALL BE REPLACED 00 POST INSTALLED ANCHORS:ANCHOR LOCATION,TYPE,DIAMETER AND EMBEDMENT SHALL REFERENCE STANDARDS: STEEL SECTION. PRIOR BY THE SS LOADING. BE AS INDICATED ON DRAWINGS.REFERENCE THE POST INSTALLED ANCHORS SECTION FOR 1. IBC,CHAPTER 22 STEEL,HEREAFTER REFERENCED AS IBC. OPENINGS:DECK OPENINGS LESS THAN 6"DO NOT REQUIRE REINFORCEMENT.FOR LARGER •- APPLICABLE POST-INSTALLED ANCHOR ADHESIVES.ANCHORS SHALL BE INSTALLED AND 2. ANSI/AISC 303-16-CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, OPENINGS,REFER TO TYPICAL DETAILS.SEE ARCHITECTURAL,MECHANICAL,ELECTRICAL, STRUCTURAL REQUIREMENTS: 1. SCOPE:INCLUDE TREADS,RISERS,STRINGERS,LANDINGS,RAILINGS AND ALL ERECTION AND TOLERANCES:AXIAL LOAD BEARING COLD-FORMED STEEL FRAMING SHALL HEREAFTER REFERENCED AS AISC 303. ETC,FOR SIZES AND LOCATIONS OF DECK OPENINGS AND FOR DECK OPENINGS SMALLER INSPECTED IN STRICT ACCORDANCE WITH THE APPLICABLE ICC-ES REPORT.SPECIAL INSPECTION SHALL BE PER THE TESTS AND INSPECTIONS SECTION. 3. ANSI/AISC 360-16-AS BE ERECTED TRUE AND PLUMB PER THE REQUIREMENTS AND WITHIN THE SPECIFIED AS A I SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS,HEREAFTER THAN 12"NOT SHOWN N THE STRUCTURAL DRAWINGS.OPENINGS LARGER THAN 12" CONNECTIONS INCLUDING CONNECTIONS TO THE PRIMARY STRUCTURE UNLESS NOTED REFERENCED AISC 360. SHALL NOT BE PLACED N DECK UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL OTHERWISE.ALL INSERTS REQUIRED FOR ATTACHMENT TO THE PRIMARY STRUCTURE TOLERANCES LISTED BELOW.FOR PURPOSES OF THIS SECTION,CAMBER IS DEFINED AS THE CIO MASONRY REINFORCING STEEL:MASONRY REINFORCING SHALL NOTED ON PLANS 4. RCSC 2014-SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS, DRAWINGS. AND IN SCHEDULES AND SHALL BE SECURELY PLACED IN ACCORDANCE 2. LOADS:STAIR TREADS SHALL BE DESIGNED FOR 100 PSF LIVE LOAD OR A 300 LB RESPECT TO ITS MAJOR AXIS,AND SWEEP IS DEFINED AS THE DEVIATION FROM SHALL BE DESIGNED AND PROVIDED BY THE STAIR SUPPLIER. DEVIATION FROM STRAIGHTNESS OF A MEMBER OR ANY PORTION OF A MEMBER WITH E WITH IBC SECTION PREPARED BY"RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS,HEREAFTER 2103.4 AND TMS 402 SECTION 6.1. REFERENCED AS RCSC. ACCESSORIES:DECK MANUFACTURER SHALL FURNISH SHORING PLANS,CLOSURE PLATES, CONCENTRATED LOAD PLACED TO PRODUCE MAXIMUM STRESS,WHICHEVER CONTROLS. STRAIGHTNESS OF A MEMBER OR ANY PORTION OF A MEMBER WITH RESPECT TO ITS MINOR RIDGE AND VALLEY PLATES,CANT STRIPS,SUMP PANS,FLASHING AND ALL OTHER LIGHT CONTINUOUS BOND BEAMS WITH HORIZONTAL BAR OR BARS SHALL STRINGERS AND LANDINGS SHALL BE DESIGNED FOR 100 PSF LIVE LOAD.LIVE LOAD AXIS. A PROVIDED PER 5. AWS Dl.1-2015-STRUCTURAL WELDING CODE-STEEL,HEREAFTER REFERENCED AS AWS DEFLECTION SHALL NOT EXCEED 1/360 OF THE SPAN.THE STAIR ASSEMBLY AND •� MASONRY WALL SCHEDULE AND AT ALL FLOOR AND ROOF LINES AND AT THE TOP OF THE DIA. GAGE STEEL MATERIAL REQUIRED TO COMPLETE THE WORK. 1. FOR JOISTS,TRACK,AND AXIAL LOAD BEARING STUDS,OUT OF PLUMBNESS AND OUT OF WALL.PROVIDE A BOND BEAM WITH HORIZONTAL BAR OR BARS OVER ALL OPENINGS,AND ATTACHMENT TO THE MAIN STRUCTURE SHALL BE DESIGNED FOR LATERAL LOADS PER STRAIGHTNESS(CAMBER AND SWEEP)SHALL NOT EXCEED 1/1000TH OF THE MEMBER EXTEND THESE BARS T-0"PAST THE OPENING AT EACH SIDE.PROVIDE A BAR OR BARS SUBMITTALS: CONCRETE FILL:CONFORM TO NOTES THIS SHEET FOR CAST-IN-PLACE CONCRETE AND IBC CHAPTER 16. VERTICALLY FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS,WALL ENDS 1. SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH AISC 360 SECTION MA CONCRETE REINFORCEMENT.STEEL DECK UNITS WITH CONCRETE FILL SHALL BE 3. RAILINGS:THE COMPLETED HANDRAIL,GUARDRAIL,AND SUPPORTING STRUCTURE AND LENGTH FRAMING OVER CCO). � o � AND INTERSECTIONS.DOWELS TO MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF AND AISC 303 SECTION 4. CONTINUOUS OVER(3)OR MORE SPANS.IF STEEL DECK UNITS WITH CONCRETE FILL SPAN THEIR CONNECTIONS SHALL BE DESIGNED TO RESIST LOADS AS SPECIFIED IN IBC 2• ERECT FRAMING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. o V-6"OR HOOKED INTO THE SUPPORTING STRUCTURE AND BE OF THE SAME SIZE AND 2. SUBMIT WELDER'S CERTIFICATES VERIFYING QUALIFICATION WITHIN PAST 12 MONTHS. LESS THAN(3)SPANS,THE DECK UNITS SHALL BE SHORED UNLESS NOTED OTHERWISE. SECTION 1607.8. 3. STUDS SHALL SEAT INTO TOP AND BOTTOM TRACKS.THE GAP BETWEEN THE END OF E L THE STUD AND THE WEB OF THE TRACK SHALL NOT EXCEED 1/16"FOR AXIAL LOAD SPACING AS WALL REINFORCING.PROVIDE CORNER BARS TO MATCH THE HORIZONTAL 3. AFFIDAVIT STATING THE STEEL PROVIDED MEETS THE REQUIREMENTS OF THE PROVIDE MINIMUM 300E PSI CONCRETE AND WWF 6x6-W1.4xW1.4 UNLESS NOTED BEARING STUDS. WALL REINFORCING AT WALL INTERSECTIONS.ALL BARS SHALL BE LAPPED PER THE TYPICAL GRADE(S)SPECIFIED. OTHERWISE. ARCHITECTURAL REQUIREMENTS:CONFORM TO SHAPE AND CONFIGURATION SHOWN ON THE ARCHITECTURAL DRAWINGS.CONSULT THE PROJECT SPECIFICATIONS FOR ADDITIONAL 4. JOISTS AND END STIFFENERS SHALL BE LOCATED DIRECTLY OVER AXIAL LOAD BEARING ,+ DETAILS UNLESS NOTED ON THE PLANS. 4. MANUFACTURER'S ENGINEERING AND INSTALLATION INFORMATION FOR POST- V HANGING LOADS:MEP&CEILING LOADS SUSPENDED FROM DECK SHALL NOT EXCEED 7 PSF INFORMATION.ALL STEEL SHALL BE PAINTED PER PROJECT SPECIFICATIONS WITH ONE STUDS.THE USE OF TRACK AS A LOAD DISTRIBUTION MEMBER IS NOT PERMITTED. INSTALLED ANCHORS INCLUDING APPLICABLE ICC EVALUATION SERVICE(ESR-XXXX) COAT OF STANDARD SHOP PRIMER UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN OVER A DECK AREA,OR 100 LB AT ANY INDIVIDUAL LOCATION. LOADS EXCEEDING THESE CONSTRUCTION:MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH IBC SECTION REPORT. THE SPECIFICATIONS. FIELD CUTS AND NOTCHES:FIELD CUTS AND NOTCHES OF ANY KIND ARE NOT ALLOWED IN 2104"CONSTRUCTION",AND TMS 602 PART 3"EXECUTION." 5. QA PLAN AND PROCEDURES OF FABRICATION SHOP. LIMITS SHALL BE SUSPENDED FROM JOIST OR BEAMS WITH SUPPORT SYSTEM DESIGNED BY ANY STRUCTURAL COLD-FORMED STEEL MEMBER WITHOUT PRIOR APPROVAL FROM SER. V CONTRACTOR,OR OTHERWISE PROVIDE LOADS TO STRUCTURAL ENGINEER FOR FURTHER CONCRETE FILL:CONFORM TO NOTES,THIS SHEET FOR CAST-IN-PLACE CONCRETE AND �0 L STEEL MATERIALS EVALUATION AT THE COST OF THE CONTRACTOR. WHERE LOADS ARE SUSPENDED FROM COLD AND HOT WEATHER CONSTRUCTION:COLD AND HOT WEATHER CONSTRUCTION SHALL CONCRETE REINFORCEMENT.PROVIDE MINIMUM 300E PSI CONCRETE AND WWF 6X6- TEMPORARY BRACING:REFERENCE"TEMPORARY SHORING,BRACING"IN THE"GENERAL �+ BE IN ACCORDANCE WITH TMS 602 SECTION 1.8 C AND 1.8 D. DECK IN ACCORDANCE WITH LIMITS ABOVE,HANGER SELECTION/DESIGN AND ATTACHMENT REQUIREMENTS"SECTION ABOVE. M L WIDE FLANGE(W), ASTM A992,Fy=50 KSI TO DECK ARE THE RESPONSIBILITY OF THE CONTRACTOR. W1.4XW1.4 OR FIBERMESH UNLESS NOTED ON THE DRAWINGS. o BLOCK PATTERN:USE RUNNING BOND UNLESS NOTED.FOR STACK BOND,FOLLOW CRITERIA TEE(WT)SHAPES SHOT PINS:SHOTPINS AND OTHER POWDER-ACTUATED FASTENERS SHALL BE LOW ^+ IN TMS 402 SECTION 4.5. OPEN WEB STEEL JOISTS AND JOIST GIRDERS VELOCITY TYPE FASTENERS AS MANUFACTURED BY HILTI CORPORATION.AS SPECIFIED IN Y/ CHANNEL(C),ANGLES(L), ASTM A36, Fy=36 KSI THE DRAWINGS: ^�^+ N GROUTED CELLS:MINIMUM GROUTING SPACES AND CONSTRUCTION SHALL BE IN PLATES(PL),AND BARS REFERENCE STANDARDS: 1. SHOT PINS USED TO ATTACH LIGHT GAGE MATERIAL TO STRUCTURAL STEEL SHALL BE W to ACCORDANCE WITH TMS 402 SECTION 6.1 AND TMS 602 SECTION 3.5. PROVIDE GROUTED 1. STEEL JOIST INSTITUTE(SJI)"STANDARD SPECIFICATION FOR K-SERIES,LH-SERIES, HILTI X-U 19 P8 TH(ESR-2269). CELLS AT ALL REINFORCING,EMBEDDED HEADED ANCHOR STUDS AND POST INSTALLED HOLLOW STRUCTURAL SECTION AND DLH-SERIES OPEN WEB STEEL JOISTS AND FOR JOIST GIRDERS."ISSUED FOR 2015 2. SHOT PINS USED FOR LIGHT GAGE ATTACHMENT TO CONCRETE SHALL BE HILTI X-U 27 ANCHOR LOCATIONS. SQUARE/RECT(HSS) ASTM A500,GRADE C Fy=50 KSI 2. SJI STANDARD LOAD TABLES. P8 S15(ESR-2269). ROUND(HSS) ASTM A500,GRADE C Fy=46 KSI 3. SJI CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS. 3. SHOT PINS USED FOR LIGHT GAGE ATTACHMENT TO GROUTED CMU SHALL BE HILTI X-U GROUT POUR HEIGHT:GROUT POUR HEIGHT SHALL NOT EXCEED HEIGHT SPECIFIED IN 4. IBC SECTION 2207,"STEEL JOISTS." 32 P8 S15(ESR-2269). TMS 602 SECTION 3.5C. WELDED HEADED STUDS ASTM A108 SUBMITTALS:COMPLY WITH IBC.SUBMIT STRUCTURAL CALCULATIONS AND SHOP revision: GROUT LIFTS:UNLESS OTHERWISE NOTED,GROUT LIFTS AND POUR HEIGHT SHALL NOT WELDING ELECTRODES E70XX,E71TXX UNLESS NOTED OTHERWISE WITH DRAWINGS(COMPONENT DESIGN DRAWINGS)STAMPED BY A SSE.REFERENCE DEFERRED PRE-MANUFACTURED METAL BUILDINGSMUCTURE no. desc. date EXCEED T-4". GROUT LIFTS BETWEEN 5'-4"AND 12'-8"ARE TO MEET REQUIREMENTS PER A MINIMUM TOUGHNESS OF 20 FT-LBS AT 40'F SUBMITTALS ABOVE FOR ADDITIONAL INFORMATION. TMS 602 SECTION 3.5D AND APPROVED BY SER. METAL BUILDING FRAMING,INCLUDING RIGID FRAMES,RAFTER BEAMS,COLUMNS,PURLINS, ANCHOR RODS(UNO) ASTM F1554,GRADE 36,Fy=36 KSI SIZE:JOISTS AND GIRDERS SHALL BE DESIGNED AND FABRICATED BY A MEMBER OF THE GIRTS,LATERAL BRACING AND METAL ROOFING AND SIDING SHALL BE DESIGNED BY THE CONTROL AND EXPANSION JOINTS:REFERENCE DRAWINGS FOR TYPICAL DETAILS OF STEEL JOIST INSTITUTE(SJI)FOR THE LOADS INDICATED IN THESE NOTES AND ON THE MANUFACTURER FOR THE STRUCTURE DEAD LOAD AND THE LIVE AND LATERAL LOADS MASONRY CONTROL AND EXPANSION JOINTS.LOCATION OF CONTROL AND EXPANSION ALL MEMBERS ARE TO BE ERECTED WITH THE NATURAL MILL CAMBER OR INDUCED CAMBER DRAWINGS.DESIGN SHALL INCLUDE THE EFFECTS OF WIND UP-LIFT AS WELL AS DRIFTING INDICATED ON THESE DRAWINGS.ALL DESIGN SHALL BE COMPLETED IN ACCORDANCE WITH JOINTS SHALL BE COORDINATED WITH THE ARCHITECT AND APPROVED BY SER.UNLESS UP,UNLESS OTHERWISE NOTED ON THE DRAWINGS.BEAM CAMBER ON THE DRAWINGS IS AND SLIDING SNOW,WHEN APPLICABLE,IN ACCORDANCE WITH IBC SECTION 1608&1609 THE IBC WITH APPROPRIATE STATE AMENDMENTS AND SEALED BY AN ENGINEER LICENSED OTHERWISE INDICATED ON DRAWINGS,INSTALL CONTROL AND EXPANSION JOINTS AT THE THE UPWARD CAMBER REQUIRED IN THE BEAM AS DELIVERED TO THE JOBSITE. AS SHOWN ON THE STRUCTURAL PLANS,AND FOR FIRE SPRINKLER SUPPORT LOADS,WHERE IN THE APPROPRIATE STATE PER THE APPROPRIATE DISCIPLINE.PROVIDE STRUCTURAL FOLLOWING: CONTRACTOR TO CONSIDER CAMBER LOSS,IF ANY,DUE TO SHIPPING AND HANDLING. APPLICABLE. MEMBERS AS REQUIRED BY DESIGN AND CONSISTENT WITH LOCATIONS SHOWN ON THESE 1. CONTINUOUS WALLS:VERTICAL JOINTS AT THE LESSER OF 1.5 TIMES THE WALL HEIGHT DRAWINGS.MODIFICATIONS OF BUILDING CONFIGURATION WILL BE PERMITTED ONLY OR 25'-0"ON CENTER MAXIMUM. WELDING: ERECTION AND STABILITY:THE OVERALL STABILITY OF THE JOIST SYSTEM IS THE WITH WRITTEN APPROVAL OF THE ARCHITECT AND ENGINEER.SUBMIT DESIGN 2. CORNERS:FIRST VERTICAL JOINT FROM THE CORNER AT HALF THE MAX SPACING FROM 1. WELDING SHALL CONFORM TO AWS D1.1 AND VISUALLY CONFORM TO AWS SECTION 6 RESPONSIBILITY OF THE SSE(SJI SUPPLIER).CAREFUL ATTENTION SHALL BE GIVEN TO THE CALCULATIONS AND FRAMING/ERECTION PLAN FOR ENGINEER REVIEW PRIOR TO REQUIREMENT ABOVE. AND TABLE 6.1.FABRICATION/ERECTION INSPECTIONS BY THE CONTRACTOR PER AWS STABILITY OF THE JOISTS DURING ERECTION IN ACCORDANCE WITH IBC AND ALL SECTIONS FABRICATION.AS MINIMUM,THE SUBMITTAL SHALL INCLUDE FOUNDATION REACTIONS, project: 231106 3. ABRUPT CHANGES IN WALL HEIGHT AND WALL THICKNESS,SUCH AS ADJACENT TO DI.1 SECTION 6,SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS(CAWI/CWI)PER AWS OF THE SJI MANUAL.SPECIFICALLY,SECTIONS IN THE SJI MANUAL ON"BRIDGING", ANCHOR BOLT PLACEMENT AND SIZES,COLUMN BEARING AREA REQUIREMENTS,MEMBER date: 02.1 1.2025 COLUMNS OR PILASTERS. QCI OR AWS B5.1.SPECIAL INSPECTIONS(VERIFICATION INSPECTIONS)SHALL BE BY A "ERECTION STABILITY AND HANDLING"AND"HANDLING AND ERECTION"SHALL BE SIZES AND SPACING,AND ALL CONNECTION DETAILS.BUILDING MANUFACTURER SHALL BE CERTIFIED WELDING INSPECTOR(CWI)OR SENIOR WELDING INSPECTOR(SCWI)PER CAREFULLY FOLLOWED BY THE SSE(SJI SUPPLIER)TO PROVIDE STABILITY OF ALL MEMBERS RESPONSIBLE FOR REDESIGN IF THE MAXIMUM REACTIONS OR REQUIRED PIER AND MECHANICAL AND ELECTRICAL:MECHANICAL AND ELECTRICAL PIPES AND CONDUIT AWS B5.1. AT ALL TIMES. FOOTING SIZES EXCEED THOSE STATED ON THESE DRAWINGS.SNOW DRIFTS FROM PENETRATING THE WALLS DO NOT REQUIRE SLEEVES UNLESS SPECIFIED IN THE PROJECT 2. WELDERS SHALL BE QUALIFIED FOR THE SPECIFIC PRE-QUALIFIED JOINTS REQUIRED BY ADJACENT BUILDINGS SHALL BE ACCOUNTED FOR PER ASCE-7-10. SPECIFICATIONS THE DESIGN AND CERTIFIED IN ACCORDANCE WITH AWS REQUIREMENTS. ACCESSORIES:ALL BRIDGING,COLLECTORS,DRAG STRUTS,DRAG SPLICE PLATES,BOTTOM 3. WELDER QUALIFICATIONS AND WPS'S SHALL BE MAINTAINED AT THE SITE OF THE CHORD BRACING,GIRDERS AND RELATED CONNECTION HARDWARE SHALL BE PROVIDED permit set TEMPORARY BRACING:CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF WORK AND SHALL BE READILY AVAILABLE FOR INSPECTION UPON REQUEST,BOTH IN AND DESIGNED BY THE SUPPLIER.ALL ADDITIONAL ERECTION BOLTS,STABILIZER PLATES, MASONRY DURING CONSTRUCTION.REFERENCE"GENERAL REQUIREMENTS"SECTION FOR THE SHOP AND IN THE FIELD. AND ANY OTHER ADDITIONAL STEEL TO MEET OSHA STANDARDS,SHALL BE COORDINATED FURTHER INFORMATION AND REQUIREMENTS. 4. USE E70 OR E717,70 KSI STRENGTH ELECTRODES APPROPRIATE FOR THE PROCESS BY THE JOIST MANUFACTURER AND SHALL BE PROVIDED BY THE STEEL DETAILER/SUPPLIER. SELECTED. STRUCTURAL DETAILS SHOW ALL JOIST BEARINGS AS FLAT.SUPPLIER TO PROVIDE SLOPED 5. WELDING OF SHEAR STUDS ON STEEL BEAMS FOR COMPOSITE CONSTRUCTION:HEADED BEARING SEATS WHERE REQUIRED FOR ROOF SLOPE.PROVIDE CONTINUOUS 14 GAGE L- SHEAR STUDS WELDED TO TOPS OF WIDE FLANGE BEAMS,SHALL BE WELDED IN SHAPED STRIP IF SUPPORTING STEEL MEMBERS ARE NOT FLAT WITH RESPECT TO DECKING. ACCORDANCE WITH AWS DIA CHAPTER 7"STUD WELDING". REFERENCE DRAWINGS FOR NON-STANDARD JOIST END BEARING LENGTHS. 6. WELDING OF HEADED STUDS ON EMBEDDED STEEL PLATES FOR ANCHORAGE TO general CONCRETE:HEADED STUDS WELDED TO STEEL EMBEDMENT PLATES CAST MONOLITHIC PRIMER COLOR:ALL EXTERIOR/EXPOSED STEEL SHALL BE PAINTED GRAY UNLESS NOTED WITH CONCRETE AND SHALL BE WELDED IN ACCORDANCE WITH AWS D1.1 CHAPTER 7 OTHERWISE ON THE DRAWINGS OR IN THE SPECIFICATIONS. CITY APPROVED PLANS notes "STUD WELDING",UNLESS NOTED OTHERWISE ON PLANS. 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SEE GEOTECHNICAL REPORT FOR UNDERSLAB AND FOOTING ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS REQUIREMENTS. SHALL BE VERIFIED BY THE CONTRACTOR WITH THE LATEST ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.ANY 2. FINISH FLOOR REFERENCE ELEVATION(FEE)=100'-0"=SEE CIVIL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE TYPICAL LINO ARCHITECT AND ENGINEER IMMEDIATELY. revision: • CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL no. desc. date 3. TOP OF EXTERIOR FOOTING-98'-0"TYPICAL LINO CONDITIONS.IF ANY DISCREPANCY OCCURS BETWEEN EXISTING TOP OF INTERIOR FOOTING-99'-4"TYPICAL UNO CONDITIONS AND PROPOSED ALTERATIONS,CONTRACTOR SHALL TOP OF CONCRETE PIERS=99'-4"TYPICAL UNO CONTACT ARCHITECT AND STRUCTURAL ENGINEER BEFORE PERFORMING ALTERATION WORK. 4. CONTRACTOR TO COORDINATE SLAB ON GRADE CONTROL AND COLD JOINTS WITH 5/s5.01.PROVIDE SPACING/LOCATION TO ARCHITECT GENERAL NOTES: sO.00 SERIES SHEETS AND ENGINEER FOR APPROVAL.FOR TRIM BARS AT RE-ENTRANT WALL SECTIONS: s3.00 SERIES SHEETS CORNERS SEE 8/s5.01. CONCRETE STANDARD DETAILS: s5.00 SERIES SHEETS MASONRY STANDARD DETAILS: s5.20 SERIES SHEETS 5. CONCRETE SLAB ON GRADE.FOR REINFORCING,SEE SCHEDULE 3/s6.01 STEEL STANDARD DETAILS: s5.30 SERIES SHEETS COLD-FORMED STANDARD DETAILS: s5.50 SERIES SHEETS 6. TYPICAL STRUCTURAL COLD FORMED STUD SIZES AS FOLLOWS: SCHEDULES: s6.00 SERIES SHEETS project: 231106 A. TYPICAL EXTERIOR FRAMING:600S162-54 AT 16"OC UNO date: 02.1 1.2025 B. HORIZONTAL BRIDGING:SEE 11/s5.51 C. HEADERS:SEE 5/s5.51 a. OPENINGS 8'-0"OR LESS:(2)60OS162-54 b. 8'-0"<OPENINGS<13'-4":(2)80OS200-68 D. JAMB STUD:SEE 8/s5.51 a. OPENINGS8'-0"OR LESS:(2)60OS162-54 permit set b. 8'-0"<OPENINGS<13'-4":(3)6005162-54 7. �SHADED MASONRY WALLS INDICATE EXTENTS OF"HI-R H" BLOCK. 8. SEE ARCH FOR ALL WALL DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. CITY APPROVED PLANS foundation 9. SLOPED SLAB TO MEET FLUSH WITH BOUNDARY AT CAFETERIA Reviewed for Code Compliance plan 10. PIPE PENETRATION PER 1/s5.02,REFERENCE PLUMBING DRAWINGS FOR PLANS MUST BE ON JOB SITE LOCATION FOR ALL INSPECTIONS s1 .01 Page 122 of 180 "6 �, l d / c.9 b.9 b.l boNAL26'-0' 26'-0" 29'-3" 29'-6" 29'-6" 29'-5" IT-2" II 34'-11" 5" 16'-8" 1V-2' 5" 30'-0" 0 18 8 TYP AT EXT CM U N o4/1s/zs p WALL s3.o1 2 TYP AT qsA T9�of 5 ill s4.01 VESTIBULEy41 -1 - - - - - - - - - - - - - ------ - -- - - - - -----------------------] - - ----- 11 ------ 1 ---- --------- 1 TYP AT ---- �,,---------------------------- - - - - - - { -H---------------------------- 1 _ s3.01 EXT STUD -�I - ----- P WALL g II 11 HSSSx4x3/8 _ _ _ _ _ _ ry .}_a - _' --- - X HSS8x4x3/8 _-HSSSx5x3/8 = _ _ _- 2 so ry 53.01 ___ t ;f-:=' W16x26 24 - - - o - *=.- -----[241 • - - - - - - - - - - - - - - - - --------- -- - - - SIM HSSSx4 / ^ it CARRIED ^ 2.1 3 W16x26 24 W21x44[24] J W21x44[241 W21x44[24 W21x44[24) -_�__t.2F421- _-_- x3 8 x R r o - - ~ 3.3 N x " - - 12 ~ W12x26 W12x26 ~ - - - - - - p - - o s512 * II ry •'s 52.01 _ N 4.1 3. x x HSSSx5x3 8 F 32LH / 28K a ,W16x26[24]�''• - W16x26[24] '+fYP;: .. -- •d'-• - 1 - -- CARRIED * °J - - - - - - - - - - - - --- 3 - - - :, 4.3 - - - - - - - - - - - - -- - - - - - ---- - -- 2 - ems. •a 32LH 28K s5.22 N v N v Nam' v� ry N •v v^ v- 'v 1 ^ W16x26[24]`_. W16x26[24].:';; N, ry N• N' N. zo - x.- x x x. x x <x .2 s3.01 a s3 0 v o TYP AT- ,o �.:- �:- ,n _ OVILJVIIIIIII _ ,-� :.<. ..:• 32LH 28K .: t ".' w 3 EXr CMU , 3 3 3 3 3° 3 3 3 3 3 3 3: 3: 3 3 wlaxzz a1z1 LA N N. P... !. {+ I 1 F in WALL: - D O N ,P .W16x26[24] u° �. W16x26[24] .' .}'.�,; HSS8X4X3/8 32LH 28K 3. .I W12x14[4� `£. W12x14[4] W12x14[4] �, 2' -•. ^'^' 16 IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIV. 4.9 W12x14[2] _ ,� _ P I 'a.r. i 12x14[Z] W12x14[2] s532 '..` 3~ s5.33 m SLOPE SLOPE m -' -' N W12x14[2] •• :. -: 5 - --- `�a�3 - - 17 -- - -- -- - - - - - - - - --- --- H556x6x3 /8 ��' W21x50[28]c 3/4' W21x50[281 c=3/4 W21x50[281 c 3/4' W21x50[28]c 3/4' CARRIED 32LH 28K IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII �� 5.1 - --- W 16x26[24] G W16x26[24] s5 22 - -- - [ l W 16x26 8 .. N - .. - ••, - - _ TYP AT 15 CARRIED TYP AT 7 W12x14[10] x •- ti ; ti v T ti` s5.31 COLUMN EXT LMU s3.0 x o �. .' _ �r �. .� �. 27x84 0 28K •4 W12x14 10 'v a v •�`~'y.a v:- l ti �- 3 [ ] x x x x' x ' x x x x x r. x x x x x` x- x ROOF v .-I o 1200# TYP AT 53.02 4 N N •N N N N N N N• N N N N N • N -N SO 2 ■ EAST SHAFT a- .3- 3n 3 3 3 3. 3 3 -a. POP-UP 3 . 3 3 3 3 ;', 3 3 s3.az FRAMIN N s5.22 •;:,•. - n'~ 17 cv'i 32LH 3 ¢ 28K N o STAIR W16x26[24] W12x14[3] W16x26[24] `d', p TYP BEAM POCKET W16x26[12} m o ,, ' AT END OF WALL s5.22 ",.•I sd,L.L.ary"* .Ie.,..,,.."" .W12x14 4 ..° ry - - - - - - - - - - -- - - - - - - - - - - - - - - -1 \ I b= = LL _ =RE ENTRANT = y.. [. I W21x50 28 c 3 4'- W21x50 28 c=3.4" W21x50 28 c 3 4'; W21x50 28 c 3 4" W36x26 4 BAR TYP,PER [ l / [ l / [ l / [ l / [l 32LH 28K 6.1 x ° L r I' 4 W 14x22 NL - :I -°W12x14 2 [6] 8 sS.OL [ ] W12x14 3 �"a ff o"� ��W12x14 2� W12x14 2, ( •4� -W12x14 3 []'• [ []° W12x14 3J':TYP AT W12x14 4 []" H556x6x3/8 W12x14[4] ,'COLUMNS s5.32 [ W12x14 4 - - 11 a ;W16x26[24];, ,W16x26[24] ]- W12x14^[4] RRIED _ _ _ _ z SEE NOTE 6•. s532 w 6.2 '..• B W27x84 28K u-! : d B z- SLOP -SLOPE E " 'FD S 0 S 0 This document is the - 5.5.. V7 1. A�•' 0 w property of erstad _ m 55.33 1200# w A P Y ARCHITECTS and is ry '3� 3• - 1 - :N N N- N,- N-,= - N.: N m 32LH u+ 28K _ protected by U.S. and ` x x. ' x - x:y x x x x " { 1200# x F international laws. Use, W16x26[24] W16x26[24]:'. :a .n -.. �� w. ,n`,-` e - - �:- ,n_ - io .o �o ,o II 17 m _ •: w .. - .e'• - - m F, reproduction, or r a s5.31 3 * modification of this •' O document without first W 12x14 z p w Q 32LH 28K --- ^?i 11 13y :5 L3x3x1/4,TYP N NOTE 9 obtaining written -- TYP DECK AT - - p `p. - O NOTE 9 permission of erstad s5.22 \\ Z 67 CMU WALL •sz.01 12X14[7] w ARCHITECTS is prohibited. W16x26 24 W16x26 24 •"• - - \-- LH w * This document may not be [ ] [ ] -- 2 - R. 6.8 h rl used an uncut o'zed 28K Y 6.9 ® a manner. 202 4, N `�.' ,. ., . .... .... ...:, .°-... -,- .''.: �... W10x12TYPAT --- - - - - --- -- -- - °.-` - ------- - ?.., :- ,: '. ----------- - - HSSSx5x3/8 �MECH UNIT 7 _ _ -- 21x44[24]--------- ----- v 21x44[24} 21x44[24] ---- - 21x44[24]�V16x26[12-- - CARRIED 1500# * FRAMING 2gK ^� W16x26[24] N - W16x26[2 'ION I Y� �Y EMBED PLATE-� 7YP AT MECH 32LH I -s' - _ CONNECTION, PER 17 s5.22 TYP TYP AT 3 UNIT FRAMING m / WEST s3.02 \ 0 1200# 1200# r - m• - - STAIR - W10x1 m 0 32LH 3 28K M W16x26[241. - x' -.-W16x26(24]. NOTE 9 9- 13 (� M 00 s5.31 W10x12 \\V1\\2\\ 32LH O' 28K O' $ - - ".•' - '•�- W10x1 i.., n 8 ---- ---- I IiSS8x_4x3/8. 32LH 4J, 28K O' 8.5 - ML1056 _ _ HSS8x4x3/8 HSS8x4x3/8 - - - - -28K - - - - - -- - 9 ------------------------------------------------- ----------------------- ------------------------i-------- - ----- - - -�- - - - - - 10 s3.01 12 JOIST BRIDGING, bo "XESIM 1 6 TYP AT CARRIED HS / s5.33 TYP,PER SJI,SEE ^' is •a s4.01 EXT STORE RD 1.5 8 11/s5.310R 15/s5.22 1 s3.o1 l CONNECTION FRONT 5 PER SEE NOTE 6 s3.01 •� ++ 26'-0" 26'-0" 29'-3" 29'-6" 29'-6" 29'-5" 13'-8" 5" 11'-10" 24'-1" 15'-8" 41'-7" 27T-4" O o f!5 U e.8 e.6 e.4 e.3 U d.9 dl6 c.S c b.9 U SECOND FLOOR FRAMING PLANJ1/�\ o 1 SCALE: 1/8"=V-0" TRUE W A V ^/+ O W � FRAMING PLAN NOTES GENERAL NOTES G� to 1. TOP OF STEEL(TOS): ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS 2ND LEVEL FLOOR FRAMING=1IT-6 1/2"TYP UNO SHALL BE VERIFIED BY THE CONTRACTOR WITH THE LATEST LOW ROOF FRAMING=VARIES,SEE PLAN ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.ANY ROOF FRAMING=VARIES,SEE PLAN DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE JOIST BEARING(JB)=TOP OF STEEL,SEE PLAN FOR ELEVATIONS. ARCHITECT AND ENGINEER IMMEDIATELY. revision: 2. COORDINATE EDGE OF ROOF DECK WITH ARCHITECT. CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL no. desc. date CONDITIONS.IF ANY DISCREPANCY OCCURS BETWEEN EXISTING 3. JOISTS/BEAMS LOCATED EITHER ON COLUMN CENTERLINE OR EQUALLY CONDITIONS AND PROPOSED ALTERATIONS,CONTRACTOR SHALL SPACED BETWEEN TYP,UNO CONTACT ARCHITECT AND STRUCTURAL ENGINEER BEFORE PERFORMING ALTERATION WORK. 4. COORDINATE ALL FLOOR/ROOF DECK PENETRATIONS WITH MECHANICAL AND ELECTRICAL DRAWINGS.FRAMING SHOWN AROUND GENERAL NOTES: s0.00 SERIES SHEETS OPENINGS SHALL BE SET 6"FROM EDGE OF OPENING TO CENTERLINE WALL SECTIONS: s3.00 SERIES SHEETS OF BEAM.SMALL OPENINGS MAY REQUIRE SUPPLEMENTAL FRAMING CONCRETE STANDARD DETAILS: s5.00 SERIES SHEETS PER DETAILS 6/s5.32 OR 9/s5.32 MASONRY STANDARD DETAILS: s5.20 SERIES SHEETS STEEL STANDARD DETAILS: s5.30 SERIES SHEETS 5. WHERE INDICATED WITH*AT END OF JOISTS,PROVIDE NOW COLD-FORMED STANDARD DETAILS: s5.50 SERIES SHEETS STANDARD JOIST SEAT DEPTH.K SERIES JOISTS IN SAME ROOF PLANE SCHEDULES: s6.00 SERIES SHEETS project: 231106 AS LH SERIES JOISTS SHALL HAVE 5"DEEP JOIST SEATS TO MATCH LH date: 02.1 1.2025 JOISTS. 6. FOR DETAILED INFORMATION REGARDING FLOOR/ROOF DECK CONSTRUCTION SEE SCHEDULE 9/s6.01 7. JOIST SUPPORTED MECHANICAL UNITS ARE SHOWN ON PLAN WITH permit set MAX OPERATING WEIGHTS.CONTRACTOR TO COORDINATE EXACT LOCATION.SEE DETAILS 8/s5.32 AND 9/s5.32 FOR SUPPORT DETAILS AND REQUIRED FRAMING AROUND OPENINGS. 8. ALL JOISTS ARE CONSIDERED"SPECIAL JOISTS".JOIST MANUFACTURER TO DESIGN JOISTS TO SUPPORT LOADS AS SHOWN.SEE STEEL JOISTS second SECTION OF GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. clTv nccRovEo vtaNs floor CLANS MUST BE ON 1OB SITE framing 9. COORDINATE JOIST BRIDGING WITH MECHANICAL DUCT. E0 ALLwsaEalorvs plan s 1 .02 Page 123 of 180 d. �6- a 5'9 34'-11" 5"� c g 16'-8" 1P-2^ 5" 30-0"26'-0" 26'-0" 29'-3" 29'-6" 29'-6" 29'-5" 13'-2" �SS\ONAL FN p0 E R�2 I I I I I I I jll II I II I �. I 4 I I I I I I Ijl II I II I 18 8 53.01 j l l TYP AT Si i0T9 o4n8/25 Pao VESTIBULE s3.01 y 1 of to p Ijl II 91 �. Rl% s3.01 10 _ °p III HSS5x5x3/8 HSS5x5x3/8 II .4_-_ _ _ _ _ M N JB=129'-3" SIM s5.33 -_-"s�'F ' ^---__-________----t - 2 3~ 20K - - - - - TYP AT GRID 3.3 - - - - N ti TOS=11T-0" TOS=11T-0" N 2.1 --3.3 --- ---- - O_ _ _______201C---------- m---------201- - W18x4 W18x40 W18x40 W18x40 W16x26 -_ 40 3 N sz.ol II m 4.1 ^I 20K 20K 1 4.3 - --- --------- ------- ---- - - ----------- -------- ---- --- ---- --- ---- --- ---- --- ---- --- ---- ---- -------- -- ---- -- ---- ---- --- - - 4.4 - 3. 20K 26K CO 3.1 N N N N N N J N N N N N N N N N N N N N Y Y 53.02 SLOPE C p SLOPE o� N N N IIIIIIIIIIIIII on TYP FRAMING 9 0 20K a x AT OPENING s531 GIST BRIDGING, JOISTS TO BE DESIGNED FOR 20K II P,PER SJI,SEE ELEVATOR HOIST BEAM LOADING. 17 HOIST BEAM LOADING WILL BE r� s5.33 - W8x15 -+ a al ., ACCESS HATCH, O 11/s5.31 OR 1S/55.22 I m __ SEE NOTE 6 HOIST BEAM IIII IIIIIIIIIIIIIIV 3 SEE ARCH 7 PROVIDED WITH FINAL ELEVATOR 4,g M 20K 20K Typ s5.31 JB=128'-4 1/2" SEE, 1.5 W10x12 TYP AT SELECTION. j - - - ------ ---- - I -J TYP AT GRID 4.9 r-- --1 ------ PER _ _ I _ --J --1- I L__ __J I MECHUNITFRAMING I JI EMBED PLATE ___ =_=_ _______-_- - _-- ----------W21x44------ - ---- --W21x44 --------- ----------W21x4------ --- i--- - ---W21x44---------- W16x26 ----- = 11 -CONNECTION,-- - - - - - - - - - - - - - 1200# / s5.52 PER18/s5.22 j "UIII IIIIIIIIIIIII � 5.1 20K N W16x26 -- 1200# 1200# 1200# 1200#, 1200# 1200# ' 1200# 1200 j EMBED PLATE x HSS6x6x3/8 CONNECTION, 1200# 3 o O PER 17/s5.22 4 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y TYP(2)LOCATIONS 20K W16x26 ro, o s3.02 � v ,� 1200# 1200# 797F 1200# FF9- 1200# 1200#/ 1200# A*M W8x15 N � `" o 20K W16x26 5;ri n x o "u,•i�,uw.aw,"*iaea.ro.."" _=m- __________________= m --- - - - - -- ---- ---- - T - - - --- ---- -- ----- --- - - - ---- = SLOPE In N P"" :,111», 1 ,o O N z W21x44 W21x44 r W21x44 W21x44 L--' W16x2 = II L_ JB=127'-9 1/2" --- WSx15 6.1 20K 20K --� --J TYP AT GRID 6.1 L ❑ O L.UZ "% ff�"". H556x6x3/8 RD 1.5 6 2 1200# 1200# ,� 1200# 1200# -- - ---------------------- --------------------------------- - - - r_.oxo a I 8 SEE NOTE 6 This document is the 20K 20K s533 property of erstod N N ARCHITECTS and is protected by U.S. and W N N N N N N N N N N N N N N N N N N N N N N Inte fn OtlOna O.S. Use, EMBED PLATE 20K Oz o 20K j CONNECTION, modification reproduction, or fthis w 2 PER 18/s5.22 document without first obtaining written 6.7 % ----- - --- _-_ s2.01 permission of ep rohibited.ARCHITECTS is 6.9 20K 20K - SLOPE K ---- 2 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Thisman dorc®2024 may not be 6•B used in any unauthorized s3.02 - 18x4 N36x2- - - - - -20K - - - - - OK - - - -- IV N TYP AT GRID 6.9 x 0 20K 3 20K x ti V _ O N N M M zoK T 20K CY j = o 00 20K 20K a 491 HSS5x5x3/8 HSS5x5x3/8 HSS5x5x3/ •� (/� TOS=116'-0" TOS=116'-O" TOS=116'-O" TOM=116'-0" SO - - - - - - - - - - - - j- - - - T SO }/ b? I I I I I I I I I I 6 TYP AT I I I I � 1 �_ .� 53.01 EXT FRONTORE j 26'4" 26'-0" 29'-3" 29'-6" 29'-6" 29'-5" 13'-8" 5-A, 11'-10" j 24'-1" 15'-8" 5" 41'-7" I I I I 27T-4" O o ROOF FRAMING PLAN ^+ 1 SCALE: 1/8"=V-0" TRUE W ^/ o W � FRAMING PLAN NOTES GENERAL NOTES G� to 1. TOP OF STEEL(TOS): ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS 2ND LEVEL FLOOR FRAMING=IIT-6 1/2"TYP UNO SHALL BE VERIFIED BY THE CONTRACTOR WITH THE LATEST LOW ROOF FRAMING=VARIES,SEE PLAN ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.ANY ROOF FRAMING=VARIES,SEE PLAN DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE JOIST BEARING(JB)=TOP OF STEEL,SEE PLAN FOR ELEVATIONS. ARCHITECT AND ENGINEER IMMEDIATELY. revision: 2. COORDINATE EDGE OF ROOF DECK WITH ARCHITECT. CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL no. desc. date CONDITIONS.IF ANY DISCREPANCY OCCURS BETWEEN EXISTING 3. JOISTS/BEAMS LOCATED EITHER ON COLUMN CENTERLINE OR EQUALLY CONDITIONS AND PROPOSED ALTERATIONS,CONTRACTOR SHALL SPACED BETWEEN TYP,UNO CONTACT ARCHITECT AND STRUCTURAL ENGINEER BEFORE PERFORMING ALTERATION WORK. 4. COORDINATE ALL FLOOR/ROOF DECK PENETRATIONS WITH MECHANICAL AND ELECTRICAL DRAWINGS.FRAMING SHOWN AROUND GENERAL NOTES: s0.00 SERIES SHEETS OPENINGS SHALL BE SET 6"FROM EDGE OF OPENING TO CENTERLINE WALL SECTIONS: s3.00 SERIES SHEETS OF BEAM.SMALL OPENINGS MAY REQUIRE SUPPLEMENTAL FRAMING CONCRETE STANDARD DETAILS: s5.00 SERIES SHEETS PER DETAILS 6/s5.32 OR 9/s5.32 MASONRY STANDARD DETAILS: s5.20 SERIES SHEETS STEEL STANDARD DETAILS: s5.30 SERIES SHEETS 5. WHERE INDICATED WITH*AT END OF JOISTS,PROVIDE NOW COLD-FORMED STANDARD DETAILS: s5.50 SERIES SHEETS STANDARD JOIST SEAT DEPTH.K SERIES JOISTS IN SAME ROOF PLANE SCHEDULES: s6.00 SERIES SHEETS project: 231106 AS LH SERIES JOISTS SHALL HAVE 5"DEEP JOIST SEATS TO MATCH LH date: 02.1 1.2025 JOISTS. 6. FOR DETAILED INFORMATION REGARDING FLOOR/ROOF DECK CONSTRUCTION SEE SCHEDULE 9/s6.01 7. JOIST SUPPORTED MECHANICAL UNITS ARE SHOWN ON PLAN WITH permit set MAX OPERATING WEIGHTS.CONTRACTOR TO COORDINATE EXACT LOCATION.SEE DETAILS 8/s5.32 AND 9/s5.32 FOR SUPPORT DETAILS AND REQUIRED FRAMING AROUND OPENINGS. CITY APPROVED PLANS 8. ALL JOISTS ARE CONSIDERED"SPECIAL JOISTS".JOIST MANUFACTURER TO DESIGN JOISTS TO SUPPORT LOADS AS SHOWN.SEE STEEL JOISTS SECTION OF GENERAL STRUCTURAL NOTES FOR ADDITIONAL Reviewed for Code Compliance roof INFORMATION. 9. COORDINATE JOIST BRIDGING WITH MECHANICAL DUCT. PLANS MUST BE ON JOB SITE framing plan FOR ALL INSPECTIONS S l ■O A Page 124 of 180 \'E AL '8 8 NT a4/18/25�O 29'6" 29'6" 9jF OF\�P R'i s W 18x40 W 18x40 I I I I I I I I I I I I I I I I I I Bi g TYP 2 61 TYP 3 TYP 2 B1 s5.34 Al 5s.34 ulu uuuuuullV — W21x44 i � I � � � I�IIII Illllllluuu uuuuuu pIIU , C_ _J I ICI III IIIII L-- _J I i I yss �T' It ���`O+6 s+s+�i� ° ��`'15 s+s+die X In N TYP 4 Ln = = X TYP = F,�u,loi sdlL.L.aw,".iue�a�.ro,o�"M _ x�aereu. C1 s534 —— —— C1 4 55.34 i I I This document is the p I h property of erstad _ ARCHITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. 02024 N � 0 BRACE ELEVATION BRACE ELEVATION M 1 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" M REF SHEET:s1.01 REF SHEET:s1.01 1�^ 00 �i r E W o Q W � }+ +�+ `� L ^/ O W � B1• r N revision: no. desc. date project: 231 106 date: 02.1 1.2025 permit set brace frame CITY APPROVEDPLANS elevations PLANS MUST BE ON lOB 5RE FOR ALL INSVFRIONS s2■O Page 125 of 180 WALL SECTION NOTES 1. TYPICAL STRUCTURAL COLD FORMED STUD SIZES AS FOLLOWS: A.B. TYPICA EXTERIORTAL FRAMING: 600S162-54 AT 16"OC LINO SS�E AI C. HORIZOHEADERS:SEE 5/s5.51 a. OPENINGS 8'-0"OR LESS:(2)600S162-54 8 8 b. 8'-0"<OPENINGS>13'-4":(2)800S200-68 N 34/18f25 p D. aAM OPENINGS 8'0°OR STUD:SEE ILESS:(2)600S162-54 Y OF tOPV 1 o� b. 8'-0"<OPENINGS>13'-4":(3)600S162-54 4 M. R{S STUD TO 8 STUD TO 8 2, ROOF DECK s5.52 ROOF DECK s5.52 _SHADED MASONRY WALLS INDICATE EXTENTS OF"HI-R H"BLOCK. I -T.0 F.2 PARAPET 4U T.O F.2 PARAPET _ - F.2 PARAPET _ --- _ _ _ _ T.O F.2 PARAPET-, �J 130'-8" 4J 130'-8" �J 130 130'-8" � �J 130'4" u 22 I I I I 1 I I EDGE OF 8 EDGE OF 8 -J ROOF DECK s5.32 -J ROOF DECK - I 5 s5.22 I III STUD WALL FRAMING, STUD WALL FRAMING,- CMU WALL CMU WALL, SEE NOTE 1 SEE NOTE 1 SEE NOTE 2 SEE NOTE 2 I I i IIIIIIIIIIIIuuullllllllllllllulllllll STUD TO 7 STUD TO FLOOR DECK I FLOOR DECK 7 2 SECOND FLOOR SO II � II ECOND FLOOR !s5.22 1 _I CN _ _ O _ 11ON OR 114'O � t4' EDGE O EDGE OF s J FJFLOOR DEC L IIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIII FLOOR DECK s5.32 J_JA*M I Mi.,ID I MI ft UT 1 Nbueueryue,Pn xsnlauaer[xs. _ IP�xE zoaws,sm�mreucm+. Je i �,D�,�ao-euab 9 4 9 ss.o3 55.03 s5.03 s5A3 _ _ This document is the property of erstad ARCHITECTS and Is FIRST FLOOR _ _ FIRST FLOOR _ _ I ��'007 FLOOR_ __ ,FIRST FLOOR_ _ _ protected by U.S. and v 100'-0" 100'-0" t 100'-0" international laws. Use, I reproduction, or I I I I I � modification of this .c I {; ` I I. obtaindocument wr ttent first permission of erstad J ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. 02024 N � WALL SECTION WALL SECTION WALL SECTION WALL SECTION M 1 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=V-0" SCALE: 1/4"=1'-0" M REF SHEET:s1.01 REF SHEET:s1.01 REF SHEET:s1.01 `^ 00 Y GD O O ( Z ) 2.1 l 9 /8.5 10 8.5 U Y Y a I I I I I L O Ij Ij I I I � N 13 Ij Ij s5.5z j l ILA 13 11 I I I T.O.F.1.HIGH PA714 s5.52STUD WALL FRAMING, T.O.1F PARAPET I T.O1F PARAPET __ QPITT.O.1F PARAPETv 116'-0" v 116'-0" 116'-0" revision: SEE NOTE 1 rSECOND FLOOR SECOND FLOOR s5.22 no. desc. date �J 114,_0" - - �J 114,_p„ -CANOPY������ CANOPY PER s4.0m PER s4.01A '� J CMU WALL, CMU WALL, SEE NOTE 2 SEE NOTE 2 11 I I j I project: 231 106 j SIM date: 02.1 1.2025 4 4 5 3 s5.03 s5.03 s5.03 s5.03 FRST„FLOOR - I_ - - IRT^F LOOR - _ IRST FLOOR I IOSTFLOOR permit Set -0 100S_0 '00_0„ �,JJ O wall sections CITY APPROVED PLANS .USTBEONJO SITE s3.01 PLANS MUST BE ON 10B SITE WALL SECTION G WALL SECTION WALL SECTION WALL SECTION FORAU-INSPECTONS 5 SCALE:NTS v SCALE: 1/4"=1'-0" SCALE: 1/4"=V-0" 8 SCALE: 1/4"=1'-0" Page 126 of 180 WALL SECTION NOTES d.9 a e.3 1. TYPICAL STRUCTURAL COLD FORMED STUD SIZES AS FOLLOWS: A. TYPICAL EXTERIOR FRAMING:600S162-54 AT 16"OC UNO �%%\ONAL FN�� B. HORIZONTAL BRIDGING:SEE d.9 a C. HEADERS:SEE 5/s5.51 �,►GyI.�' a. OPENINGS 8'-0"OR LESS:(2)600S162-54 8 8 b. 8'-0"<OPENINGS>13'-4":(2)800S200-68 NT 34/18f25 0 STUD:SEE 11 D. aAM OPENINGS 8'0°OR LESS:(2)600S162-54 y'F of`OPT 9/� b. 8'-0"<OPENINGS>13'-4":(3)6005162-54 M. RtS II I II 2. SHADED MASONRY WALLS INDICATE EXTENTS OF"HI-R H"BLOCK. -1300 F8.2 PARAPET - - - - - - - 7 tJ T.O F.2 PARAPET 55.22 i L _J - CMU WALL, SEE NOTE 2 Y��EEII���YII�VV j I I -- I I � J j STUD WALL FRAMING, 18 s5 j SEE NOTE 1 5522 IIIIIIIIIIIIIIIII IIIIIIII� --- j 12 s5.52 CMU WALL, SEE NOTE 2 SECOND FLOOR I I,,,, III IIIIIIIIIIIIIIIII JJk SECOND FLOOR 3 s5.22 55.22 * xoiu,lol sYtlaFeary,uil Nbueueryue,xm xfn>puaei[u. s5.03 7 This document is the ro ert of erstad �'00_0FLOOR A P y �lU0'-0° - I I ARCHITECTS and is FIRST FLOOR protected by U.S. and �'i00�_0^ - - international O.S.l Use, eproduction, or modification of this document without first -I J obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. 02024 WALL SECTION WALL SECTION 1 SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" REF SHEET:s1.01 REF SHEET:s1.01 M 00 1 7 1 6.9 6.8 6.2 6.1 1 6 Y Y r_ STUD TO 8 ROOF DECK s5.52 j j A\ O O ;Ji �130'-8" s5.31 PROOF LEVEL _-_ _ ROOF LEVEL _ v lzs'-1 1/z" 128�-1 1/z" - Q� O EDGE W 8 V ROOF DECK s5.32 J_J __ _J + 1 I I 7 I ss.31 I L s5.31 STUD WALL FRAMING, SEE NOTE 1 to I j j Ij I STUD TO 7 2 FLOOR DECK s5.52 revision: �ECOND FLOOR-_ _ SECOND F 4�-p'�LOOR_ I no. desc. date I I I I EXTENDED 11 EDGE OF s532 i__J __J FLOOR DECK STAIRS, BY j STAIRS OTHERS BY OTHERS I I I II I j i j 'Ij project: 231106 date: 02.1 1.2025 69 - s5.03 55.03 j s5.03 s5.03 1 1 1 FIRST FLOOR_-I- FIRST FLOOR _ �D0'_o' � permit set I i I I I I I I L----J CITY APPROVED PLANS .� wall PLANS MUST BE ON 1*1 SITE FOR ALL INSVERIONS sections WALL SECTION WALL SECTION s3.02 3 SCALE: 1/4"=V-0" SCALE: 1/4"=1'-0" REF SHEET:s1.01 REF SHEET:s1.01 Page 127 of 180 GENERAL NOTES • ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS VERIFIEDSHALL BE CONTRACTOR SS\ AL ARCHITECTURAL DRAWINGS PRIOR TOCONST CONSTRUCTION.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 8 8 N o4/18/25 p� • CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL 'y CONDITIONS.IF ANY DISCREPANCY OCCURS BETWEEN EXISTING 41M, �ORlo CONDITIONS AND PROPOSED ALTERATIONS,CONTRACTOR SHALL CONTACT ARCHITECT AND STRUCTURAL ENGINEER BEFORE PERFORMING ALTERATION WORK. • GENERAL NOTES: s0.00 SERIES SHEETS WALL SECTIONS: s3.00 SERIES SHEETS CONCRETE STANDARD DETAILS: s5.00 SERIES SHEETS MASONRY STANDARD DETAILS: s5.20 SERIES SHEETS STEEL STANDARD DETAILS: s5.30 SERIES SHEETS COLD-FORMED STANDARD DETAILS: s5.50 SERIES SHEETS j SCHEDULES: s6.00 SERIES SHEETS I I i�uuu II HSS10x5x1/4 j TOS=109'-8" 3 I� Illlllllllluuullllllllllllllul.IIIIII s5.33 TYP BEAM TO COLUMN �WIIIIII II T5_� 16'-8" I II jA*M 2TY I o \ II i s5.33 p ��u,IPI SY,L•Letiqurl uluyueryue.PP m HSS10x5x1/4 TOS=109'-8" n' RD 1.5 o / O u� x ii+ x o TYP BEAM 3 o 0 SLOPE l + TO COLUMN s5.33 N ul MO HSS6X3X14 2 This document is the property of ersto ___—___—_—___—__ ~_ _ ___—_—_—_—_—_—_—_—___—___—_ _—___—_—___—_—_—_—___—_—_ —___—___— ARCHITECTS and dis I^ protected by U.S. and international laws. Use, 5 2.1 1 reproduction, or 5533 5 modification of this s533 s5.33 obtaining HSSSXSxl/4 j document without first 8.5 ______ — 8.5 prmission CHITECTSritseprohibited.of erstad —1—_ _—_—_—_—_—_—_—___—___—___—___—_—_ —_—_—_—_—___—___ ^ is document maynotbe ____ _ — — HSS5X3X1/4 _____—_—_—_—_—_—__ ed in any unauthorized 2anner. TYP s5.33 _ o III= N 2 O 4 _ HSS10x5x1/4 TOS=109'-8" — ----------- M 6 s533 4'1 CO) s5.33 j l Q 2'-9" 5"� I 11'-101, I I vi d.9 dl6 •� CANOPY FRAMING PLAN 1 CANOPY 7 FRAMING PLAN 2 O O 1 SCALE: 1/2"=V-0" SCALE: 1/2"=V-0" L REF SHEET:s1.02 REF SHEET:s1.02 G) � � O W V �\ 4_1 leJ � L > C N 10 s5.02 -- --� -- - -- --J CW8 I � I I 9 I I s5A2 --J I revision: no. desc. date I I 15 I s5.33 I I H558X4X3/8 SEE NOTE 2 MF18 TOF=95'-0" i NOTES: project: 231 106 date: 02.1 1.2025 1. VERIFY FINAL ELEVATIO PIT DIMENSIONS WITH FINAL ELEVATOR MANUFACTURER. 2. SIZE AND GUIDE RAIL SUPPORT REQUIREMENTS TO BE VERIFIED WITH FINAL ELEVATOR MANUFACTURER. 3 ENLARGED ELEVATOR PIT PLAN permit set SCALE: 1/4"=V-0" REF SHEET:s1.01 C. IPPPROVE.PLANS enlarged PIANS MUST BE ON LOB SITE FOR ALL INSPERIONS plans s4.01 Page 128 of 180 f�=3000 PSI fc=4000,4500 PSI fc=5000 PSI fa=3000 PSI fc=4000-5000 PSI fc=3000-5000 PSI BAR TOP OTHER BAR TOP OTHER BAR TOP OTHER BAR ALL BAR ALL BAR ALL 10 SIZE BARS BARS SIZE BARS BARS SIZE BARS BARS SIZE BARS SIZE BARS SIZE BARS 6 MIN K xO #4 29" 22" #4 25" 19" #4 23" 17" #4 8" #4 7" #4 15" O 1 o�`SS\E AI F c� #5 36" 28" #5 31" 24" #5 28" 22" #5 10" #5 9" #5 19.1 Lb TYP . #6 43" 33" #6 37" 29" #6 34" 26" #6 12" #6 10" #6 23" o BAR OFFSETO 4\° �$ $ #7 63" 48" #7 54" 42" #7 49" 38" #7 14" #7 12" #7 27" G 90°STD NT 04/18/25�o #8 72" 55" #8 62" 48" #8 56" 43" #8 16" #8 14" #8 30" #9 81" 62" #9 70" 54" #9 63" 48" #9 18 #9 15" #9 34 ^LA d HOOK y.4 Mokio�� #10 91" 70" #10 79" 61" #10 71" 54" #10 20" #10 17 #10 39" PRINCIPLE REINFORCING d :.#11 101" 78" #11 87" 67" #11 78" 60" #11 22" #11 19" #11 43" FOR BAR HOOKS AND BENDS(FOR GRADE 60,UNCOATED BARS,NORMAL WEIGHT CONCRETE) MINIMUM EMBEDMENT LENGTHS MINIMUM LAP SPLICE LENGTHSBAR DCOLUMN TIES BEAM STIRRUPSMINIMUM STRAIGHT DEVELOPMENT LENGTH FOR BARS IN TENSION(Ld) FOR STANDARD END HOOKS(Lan) FOR BARS IN COMPRESSION(LIx) #3-#8 6dS(#9-#11 8d D IN LIEUf"=3000 PSI f<=4000,4500 PSI f"=5000 PSI f<=3000 PSI fc=4000-5000 PSI NOTES: #14 AND#18 lOd 00° lOd NF FOR LAP BAR TOP OTHER BAR TOP OTHER BAR TOP OTHER BAR ALL BAR ALL 1. 'TOP BARS"ARE HORIZ BARS WITH MORE THAN 12"DEPTH OF �'- O SIZE BARS BARS SIZE BARS BARS SIZE BARS BARS SIZE BARS SIZE BARS CONCRETE CAST BELOW THEM. SEISMIC STIRRUP AND TIES HOOK �'r2 #3 28" 22" #3 25" 19" #3 22- 17" #3 9" #3 8" 2° IF CLEAR CONCRETE COVER IS NOT GREATER THAN THE DIMENSIONS ALL GRADES OF STEEL INTER CORNER DIAMETER OF THE BAR OR THE CENTER TO CENTER SPACING IS #4 38" 29" #4 33" 25" #4 29" 23" #4 11" #4 101, O BAR D H(APPROXIMATE) x c NOT GREATER THAN 2 BAR DIAMETERS,THEN VALUES SHALL BE #5 47" 36" #5 41" 31" #5 36" 28" #5 14" #5 12" #3 1 1/2" 3" r 1 INCREASED BY A FACTOR OF 1.5. #6 81" 63" #6 49" 37" #6 63" 49" #6 20" #6 15 #4 2" 3" NOTES: 3. END COVER FOR HOOKS MUST BE EQUAL TO OR GREATER THAN 6d #7 93" 72" #7 81" 62" #7 72" 56" #7 20" #7 17" 2".SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2 1/2" d � #5 2 1/2" 3 314" 1. WHERE MORE THAN(2)LONGITUDINAL FOOTING BARS ,w #8 93" 72" #8 91" 62" #8 72" 56" #8 22" #8 19" 4. CLASS B-MORE THAN HALF OF THE BARS ARE SPLICED WITHIN 12d UNO OCCUR,ALL LONGITUDINAL BARS SHALL DOWEL AS SHOWN. Y�F #9 105 81" #9 91" 70" #9 81" 63" #9 25" #9 22., NOTES: d pIIIII #10 118" 91" #10 102" 79" #Jo 92" 71" #10 28" #10 25" A REQUIRED LAP LENGTH.CLASS A-LAP SPLICES MAY BE USED 1. D=FINISHED BEND DIAMETER III #11 131" 101" 1 #11 1 114" 87" #11 102" 78" #11 31" #11 27" WHERE LESS THAN HALF OF THE BARS ARE SPLICED WITHIN A BAR HOOKS&BENDS 2. d=BAR DIAMETER REQUIRED LAP LENGTH BY DIVIDING THE CLASS B LENGTH BY A n STIRRUPS&TIES n SPANDREL STIRRUPS MINIMUM STRAIGHT DEVELOPMENT FACTOR OF 1.3. MINIMUM CLASS"B"LAP SPLICE LENGTH FOR BARS IN TENSION(Lb) LENGTH FOR BARS IN COMPRESSION(Lai) 5. REBAR BENDS FOR HOOKS,SEE 2/S5.01 REINF SPLICE&DEVELOPMENT LENGTH SCHEDULE REBAR BENDS REINFORCING AT FOOTING INTERSECTIONS uuuul uuuuu°°ul IIIIII 1 SCALE:NTS SCALE:NTS SCALE:NTS FOR DIMENSIONS, m_z 2'-0" CONTROL JOINT,SAW CUT 1/8"WIDE x 1/4 SLAB SEE PLAN,ARCH, g a g THICKNESS DEEP MIN SAWING MUST OCCUR AS SOON MECH,ETC ILL.M 3 O_ (1)#4 x 2'-0" CONSTRUCTION ui z AS CONCRETE SURFACE IS FIRM ENOUGH SO O � AT MID-DEPTH OF /CONTROL JOINTS z g CONCRETE WILL NOT BE DAMAGED,BUT NO LATER cw7 0 u SLAB ON GRADE(4) 2" 2" '�¢a THAN 12 HOURS AFTER CONCRETE HAS BEEN PLACED. w O ril SIDES (4)VERT SLAB REINFORCING, SLAB BARS w DO NOT CUT OR DAMAGE SLAB REINFORCING. A*M BARS TYP STD HOOK SEE PLAN o ^ d 1/8"MASTIC JOINT � 'L AROUND COLUMN, ul z <+S' CONCRETE NP "� a _ _ _ _ _ z g j SLAB-ON —� a — — w GRADE a w n GREASE DOWELS ONE SIDE SUB-GRADE,SEE o`^ I °'""'"°"°°'°°"®R"'°""" CORNER 2 VERT OF JOINT ONLY GEOTECH REPORT SUB-GRADE,SEE I. r c) LINO CONSTRUCTION JOINT GEOTECH REPORT CONTROL JOINT 'L LJ A CUT EVERY OTHER BAR AT JOINT B RECTANGULAR This document is the OR ROUND property of erstad SLAB SMOOTH DOWEL MAXIMUM CONTROL OPENING ARCHITECTS and is INTERSECTION DEPTH SIZE SPACING SLAB DEPTH JOINT SPACING A PLAN W COLUMN,HSS, v� protected by U.S. and WAYS ,a a°. SEE PLANE temational laws. Use, .iy 0'Q epoduction, or UN0 RT 7-8" 31"DIA xx 14 12"16" 1 1211 SLAB-ON-GRADE,UNLESS NOTED-4- (2)#4x 4-NE OF SLAB, 3" document modification of this ° BEND ALT OR CONC COLUMN AT ment without first 9 10 1 1/4 DIA x 18 12 EXPOSED ARCHITECTURAL SLAB REINF BARS FILL WITH CONCRETE obtaining written 8'0" TYPICAL AT ALL SLAB AFTER FLOOR AND permission of erstad ARCHITECTS is prohibited. - CORNERS BASE PLATE OR ROOF SLABS ARE This document may not be PIER BELOW POURED used in any unauthorized Lb TYP NOTES: manner. 02024 CORNER BARS(Ld)MAY —III—III III 1. CONTRACTORS SHALL OBTAIN ARCHITECT/ENGINEER APPROVAL FOR ALL JOINT LOCATIONS. BE USED IN LIEU OF SUB-GRADE SEE BA VERT BENT WALL REINF FOR 2. COMPLY WITH JOINT T RATIO T AND AS DETAILING MATERIAL(SP66). GEOTECH REPORT SECTION PLAN VIEW BARS TYP DOUBLE MAT LAP SPLICES SINGLE MAT 3. SLAB CONTROL JOINT ASPECT RATIO TO BE AS CLOSE TO 1:1 AS POSSIBLE,1.5:1 MAXIMUM. SLAB-ON-GRADE JOINT DETAILS OPENING IN SLAB ON GRADE SLAB-ON GRADE ISOLATION JOINT AT COLUMN N � C G M 4 REINFORCING AT WALL INTERSECTIONS SCALE:NTS `I SCALE:NTS v SCALE:NTS SCALE:NTS M 00 2'-6" PROVIDE BOLT WITH HEAVY HEX- PROVIDE 3"DIA HEAD AND NUT OR PLAIN BAR GROUT HOLE • (n CONTROL JOINT OR THREADED AT BOTH ENDS WITH — ---- — NEAR CENTER OF y` SLAB EDGE CONSTRUCTION HEAVY HEX NUT AT EACH END, BASE PLATE JOINT IN SLAB ANCHOR BOLTS SEE NOTE 1 AS REQD r 14— SEE SCHEDULE C TYP ;,� oo oo WASHER BASE PLATE — -----� — 3 SEE SCHEDULE - NON-SHRINK GROUT, z z �TOC _ SEE 11/s5.01 a a W SEE PLAN NON-SHRINK GROUT SCHEDULE ^' O 0 0 x LEVELING NUT MAY BE �v O #4 x 5'-0" o a _ PROVIDED IF REQUIRED BY BASE PLATE MINIMUM NON-SHRINK GROUTE L j p p o= CONTRACTOR MINIMUM WIDTH THICKNESS(SEE NOTE 1) (Q LU N UP TO 16" 1 1/2" ; SLAB EDGE O m LU WASHER v d h w Ln 17"TO 23" 2" (1)#4 TOP AND - _ HEAVY HEX NUT OR 24"TO 35" 2 1/2'. #4 CENTERED #4 CENTERED ^+ BOTTOM AS SHOWN BOLT HEAD 36"AND OVER 3" A IN SLAB IN SLAB TYPICAL LINO SPOIL THREADS TWO 40 PLACES BELOW NUT a••E EXTERIOR INTERIOR NOTES: L 1 l 1. MINIMUM GROUT THICKNESS SHALL BE 2 TIMES ' O NOTES: THE ANCHOR BOLTS DIAMETER. 1. WHERE OVERSIZE HOLES OCCUR IN BASE PLATES FOR 2. SEE GENERAL NOTES FOR GROUT STRENGTH. NOTES: COLUMNS IN BRACED/MOMENT FRAMES,PROVIDE 1. REINFORCING SHALL BE ORIENTED OPPOSITE DIRECTION OF SLAB EDGE WELDED PLATE WASHERS PER AISC DESIGN GUIDE 1 N OR CONTROL/CONSTRUCTION JOINT. WITH STANDARD SIZE HOLES PER AISC 360. to 8 TRIM BARS AT RE-ENTRANT CORNERS THRESHOLD 9 REINFORCING AT DOOR OPENING 10 HEADED ANCHOR BOLT 11 NON SHRINK GROUT AT BASE PLATE SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS revision: no. desc. date project: 231 106 date: 02.1 1.2025 permit set concrete details CITY APPROVED PLANS wwlw coe.mmPuo". PLANS MUST BE ON JOB SITE FOR ALL INSPERIONS S 5 ■O Page 129 of 180 CENTERLINE SLAB OR WALL DO NOT PASS PIPES THRU THIS AREA - - 10'-0" ~ w �4;yG 91 PROVIDE DOWELS TO SS\E AL TFPIPE SLEEVES AS SFF rh MATCH VERT WALL, NOTES: EXCAVATION REQD,SEE NOTE 7. 1 1 �f I/SSOI SPACING,SIZE AND 18' 8 1. CONTRACTOR SHALL LOCATE BOTTOM OF FOUNDATION FOUNDATION NUMBER 3D OR 4" 0 M N o4/18fz5 p EXCAVATION TO AVOID SURCHARGE ON _ THE LARGER F- BEND AS SHALL MATCH LONG T9�of taP� UTILITIES AND OTHER FOUNDATIONS. FINISH GRADE FINISH GRADE N _ _ _ = CONDUIT IN SLAB OR WALLS REQD FOOTING SIZE AND y41 M Rt gU��' 2. CONTRACTOR SHALL COORDINATE ALL i 1 I 1 _ '•: x NUMBER EXCAVATIONS WITH FOUNDATION REQUIREMENTS. it BOTTOM OF FOOTING ELEVATION 3 SHOWN ON PLAN 3. STEP FOUNDATION AS REQUIRED PER 3/s5.02 4. CONTRACTOR SHALL ADHERE TO THE L0 1 INDICATES THIS POINT RECOMMENDATIONS IN THE GEOTECHNICAL OF THE STEPPED NOTES,FOR ALL EXCAVATIONS, i i 2 FOOTING BACKFILL REQUIREMENTS ETC i 1 V-6"MIN i 5. PIPES PASSING THROUGH FOOTINGS: \ LESS THAN 3'0"BELOW FOUNDATION,PROVIDE ,h - SLEEVE AND CONCRETE. MORE THAN T-0"BELOW 3D OR 4" FOUNDATION,STEP FOUNDATION BOTTOM OF EXCAVATION /�� THE LARGER PER 3/55.02 TO MAINTAIN 3'-0"MAXIMUM. I I SHALL NOT EXTEND BELOW - SEE CIVIL DRAWINGS in v 9,� 9„ PIPING THRU SLAB OR WALL N -III 6. FOR PIPES ETC WITHIN THE FOOTING THICKNESS, I O I i� FOR EXISTING UTILITIES 1 L-----�� THIS LINE ,y 1 STEP FOOTING AS REQUIRED TO PASS PIPES SUB-GRADE,SEE THROUGH STEM WALL. 2 MIN NOTES: GEO-TECH REPORT "t"MIN 2x"S"MIN 7. SLEEVES SHALL BE A MINIMUM 1"CLR ALL JII AROUND PIPES,CONDUIT,ETC 1. PIPES MUST RUN PERPENDICULAR NOTES: 1 THROUGH WALL(NOT SKEWED) 1. WHERE CLEAR DISTANCE BETWEEN SLEEVES IS IMPOSSIBLE THIS AREA 3"CLR FOR LAP LENGTH FOUNDATION PARALLEL TO EXCAVATION EXISTING UTILITY PARALLEL TO FOUNDATION SHALL BE TREATED AS A SLAB OPENING OR AS A WALL OPENING.SEE TYP SEE:1/s5.01 DETAIL 12/s5.02 1 PIPE AND TRENCH LOCATIONS FOR FOUNDATIONS 2 PIPING CONDUIT IN OR THRU WALL OR SLAB 3 STEPPED FOOTING uul uuuuuullul llllll SCALE:NTS SCALE:NTS SCALE:NTS LI IIIIIIIIIIII URB WIDTH AS REQD (1)#4x WITH 1'-6"BENDS OR 8"OR LESS,4"MIN z O L9 CURB WHERE OCCURS 1'-6"xI'-6"OWLS AT CORNERS 1 O?z 3 AND ENDS 3 w H M un E a= 900 STD HOOK ANCHOR SIZE AND LOCATION TOP OF CONC `O�- w 0 TfCZ i CO w SLAB ON GRADE PER MANUFACTURER. a - _ o '�¢ DO NOT CUT OR DAMAGE N CHAMFER EDGE IF REQD SLAB REINFORCING WHENA*WA _ - SEE MECH AND ARCH DWGS INSTALLING ANCHORS. CONCRETE SLAB, #4 DOWELS @ 24"AROUND REINF PER PLAN i'°'b'�1aFeO""Nb"°""' "" #4 DOWELS @ 24"OC GREATER THAN 8" _° I- III-III o zn z PERIMETER OF PAD,AND 1'-8"MAX III I I 1-6"MIN OR I III III I ¢u NOT LESS THAN ONE AT � #4 CONT �30" 1"CLR m SUB-GRADE,SEE =3 - FINISH GRADE, w w 6(t)WHICH EVER E w n AB's AS REQD EACH CORNER OF PAD.SEE ^' SEE CIVIL #4x I SPACING TO MATCH SLAB GEOTECH REPORT = TOP OF CONC N~O IS GREATER a w 0 BY OTHERS NOTE 1 z _ _ z ~� #4 DOWELS @ 16"OC 1 6 w¢ � •• _ I -_ - _ SLAB ON GRADE TOP OF SLAB ON - _ -� -� - SLAB ON GRADEV�J#4 GRADE OR z w This document is the (2)#4 CONT WITH 1'-6"BENDS I" a a STRUCTURAL SLAB w _ - in v ° h'-0" a property of erstad g - - III-III III III-III ARCHITECTS and is uJ uJ.u U1 1'-4"MIN OR 1'-6"x1'-6"OWLS AT ¢ Co4 u'°� ` - ' 2 #4 CONT protected by U S. and = w (2)#5 CONT O international laws. Use, 00 3 w CORNERS AND AT END OR CURB N 1'-0"MIN @ 12"EACH WAY + 90°STANDARD re roduct on, or 3 o {' z =g W WHERE CONC OR CMU WALL 6"WALL WITH#4 @ 24"OC EACH IF THESE MIN DIMENSIONS LNON-FROST SUSCEPTIBLE HOOK modification of this f a H a H OCCURS WAY,MIN HORIZ SAND AND GRAVEL FILL document without first in w - o (1)#4 TOP AND BOTTOM ROUGHEN AND CLEAN CANNOT BE MET BECAUSE TO FROST DEPTH,PER #5 CONT obtaining written u CLEAN AND ROUGHEN - - - - OF SITE GRADING OR OTHER permission of erstad JOINTTYP TO1/4"AMPLITUDE GEO-TECH REPORT ARCHITECTS is NOTES: OFFTHE PAD SHALL BENESS prohibited. This document may not be SUB-GRADE,SEE used in an unauthorized 1. SIZE AND LOCATE CURBS AS REQUIRED. - I I STD 90°HOOK INCREASED UNIFORMILY manner. ®2024 2. PROVIDE INSERTS IN CURBS AS PER ARCH AND MECH DRAWINGS GEOTECH REPORT V-0" NOTES: OVER THE ENTIRE PAD AREA. 3. FOR HEIGHT SEE ARCH OR MECH 10"MAX 1. WHERE PADS OCCUR AT EXISTING SLABS,DOWEL VERTICAL REINFORCING TO 4. CURBS SHALL MAINTAIN THE SAME CRACK CONTROL SCHEME AS THE SLAB BY EXISTING SLAB WITH STRUCTURAL ADHESIVE AND 3"MINIMUM EMBEDMENT. NOTES: PROVIDING CRACK CONTROL IN THE CURB AT CRACK CONTROL LOCATIONS IN NOTES: 2. VERIFY PAD SIZING WITH FINALIZED EQUIPMENT PRIOR TO PAD 1. VERIFY PAD SIZING WITH FINALIZED EQUIPMENT PRIOR TO PAD THE SLAB. 1. FOR LOCATION AND DEPTH,SEE PLAN OR ARCH DRAWINGS. CONSTRUCTION. CONSTRUCTION. N � CONCRETE CURB STEP IN SLAB ON GRADE HOUSEKEEPING PAD EXTERIOR MECHANICAL PAD TURNED DOWN SLAB AT INTERIOR CONDITIONS (� Q M 4 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS " SCALE:NTS M `4- 00 SLAB ON GRADE, SEEP N L4x3x3/8x LLV WITH 3/4" _ ? - DIA x 6"HEADED ANCHOR C0 a STUDS @ 24"OC,EACH SIDE H II III 111�111 24" III III-III r SUB GRADE,SEE�' #4 x 24"TOWELS,T 24"OC - L3x2x1/4 LLV WITH(2)1/2" #4 DOWELS @ 24"OC _ 3 TRENCH DRAIN =E GEOTECH REPORT I.'. - EACH SIDE 1 _ I .' DIA EXPANSION ANCHORS SEE MECH SHORE CONCRETE WALL UNTIL WITH 3 1/2"EMBEDMENT a _ w N MATCH AND ALIGN MATCH AND ALIGN - / .' CONNECTING SLABS HAVE EACH SIDE CONCRETE SLAB SUB-GRADE SEE - VERT REINF WITH CMU VERT REINF WITH ;.� LL WALL REINF ABOVE REACHED DESIGN STRENGTH CMU WALL REINF - ON GRADE GEOTECHNICAL REPORT o 8"UNO ON PLAN ABOVE SUMP PIT 2'-0"x2'-0"x2'-0" (2)#5 BARS - , #4 @ 18"OC HORIZ DEEP(CONFIRM WITH ELEV FF_ u Ow WATERPROOFING OR 1'_0" it...._, WATER STOP MFR) ,_,. u o DAMPROOFING SEE , KEYWAY AT CONSTRUCTION 1 1/2"BAR GRATE O Y ARCH UNO JOINT .. - / EACH L2x2x3 8x Co --- --- - SIDE _ #4 U BARS @ :. - ------ .,- 24'OC 2-0' 2 6 MAX BLOCKOUTAS O _- 6" SEE MECH 1 4 2-12 REQUIRED ^' V u (2)#4x TYP TYP Q `r 900 STD HOOK SUB GRADE,SEE a? 1/4 2-12 }/ PIT SLAB WITH#4 @ #4 U-BARS BOTTOM OF PIT PROVIDE CLASS B LAP GEOTECH REPORT L N EACH WAY,TOP SPLICE WITH VERT (3)EACH SLAB BEYOND AND BOTTOM SIDE EACH 0 DIRECTION _ _ -J 1 SUB GRADE, SEE H - III- - �-III-III-III- 1 r NOTES: NOTES: ^+ N 1. CMU WALL REINFORCING NOT SHOWN FOR CLARITY. 1. FOR INFORMATION NOT SHOWN SEE 9/s5.02 W (� 2. COAT STRUCTURAL STEEL WITH ZINC RICH PAINT. 3. CMU WALL REINFORCING NOT SHOWN FOR CLARITY. 9 ELEVATOR PIT 10 ELEVATOR SUMP PIT 11 FLOOR TRENCH DRAIN 12 BLOCKOUT IN CONCRETE WALL FOR UTILITIES SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS REF SHEET:s4.01 REF SHEET:s4.01 revision: no. desc. date project: 231 106 date: 02.1 1.2025 permit set foundation CITY APPROVED PLANS details PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS s 5■O Page 130 of 180 COLUMN AND FOOTING CE COLUMN AND FOOTING COLD FORMED STEEL COLUMN AND FOOTING WALL INSULATION, CONTROL JOINT- I SEE WALL SECTIONS INSIDE FACE OF CMU ALIGN WITH ADJACENT STEM STUD WALL,SEE PLAN SEE PLAN FOR BASE FOR EXTENTS,SEE ARCH FLUSH WITH INSIDE �l�r SEE PLAN FOR BASE WALL BEYOND, WALL AND SLAB EDGE WF,HSS,OR WF,HSS,OR PLATE AND ANCHOR FOR ADDITIONAL INFO FACE OF FOUNDATION #4 DOWEL 24" SS\0NAL F PLATE AND ANCHOR SEE PLAN N WF,HSS,OR HSS ROUND COLUMN BOLTS 0 �i HSS ROUND,OLUMN SEE PLAN FOR BOLTS DOWELS TO MATCH SIZE a @ 24"OC 6"r o`s S F SEE PLAN FOR SIZE HSS ROUND COLUMN SEE PLAN FOR SIZE NON-SHRINK GROUT CMU WALL, BASE PLATE AND AND SPACING OF VERT g SEE PLAN FOR SIZE NON-SHRINK GROUT ANCHOR BOLTS 2"CUR MIN FROM SEE:11/s5.01 WALL REINF FOR LAP > u SEE PLAN 1$ 8 SEE:11/s5.01 2, HORIZ WALL BASEPLATE TO z ISOLATION JOINT ISOLATION JOINT ISOLATION JOINT SPLICE SCHEDULE O N REINF CONT CONCRETE NT I14/1R/25 O SEE TYP ISOLATION NON-SHRINK GROUT SEE TYP ISOLATION CONCRETE PIER, WALL EDGE SEE TYP ISOLATION SEE 1/55.21 CONCRETE SLAB ON AT OPENING j j SLAB ON GRADE, ,Y PF OF\aP� JOINT DETAILS SEE:11/s5,01 JOINT DETAILS SEE SCHEDULE JOINT DETAILS 41 U� CONCRETE PIER, SEE PLAN M. RtS _ FIFE _ FIFE SEE SCHEDULE ___ FIFE 3/4"CHAMFER GRADE,SEE PLAN FINISH GRADE d 7DE EE PLAN _ - __ SEE PLAN v _- _ _ FINISH GRADE — L' FINISH GRADE zSEE PLAN v —III— L. 1 L L SEE PLAN v — —1 SEE PLAN :d .,TOP REINF WHERE CONCRETE STEM WALL BEVEL INSULATION AT SLABTP REINF WHERE , ,o _ THRESHOLD TOP REINF WxNOTED IN SPREAD STEM WALL AND ON GRADE SEE DETAIL:8 s5.03NOTED IN SP 'j :=°. a x FOOTING SCHEDULE ___ _TOF FOOTING BEYOND NOTED IN SPREAD SEE PLAN / REINFORCING, FOOTING SCHEDULE FOUNDATION INSULATION CONCRETEFOOTING SC o N J SEE PLAN J SEE 9/s5.01 LU ' _ TOF SEE ARCH STEM WALL, CONCRETESEE PLAN 33= SEE PLAN v FSEE OO LAN ROUGHEN AND CLEAN w vv u BOTTOM REINF PER L u BOTTOM REINF PER TO 1/4"AMPLITUDE ROUGHEN AND u 2"CLR BOTTOM REINF, o �. _ o ° "^ 3"IF PLACED AGAINST SEE SPREAD FOOTING w n SPREAD FOOTING w M �' SPREAD FOOTING CLEAN TO 1/4" `^ ° - SCHEDULE `^ - a` SCHEDULE 90°STD HOOK —III—III— ALTERNATE III—III—I AMPLITUDE UNDISTURBED SOIL SCHEDULE — — III— - —III — ALTERNATE BENDS BENDS CONT FTG, 900 STD HOOK pIIIII SPREAD FOOTING,SEE SCHEDULE 2 CUR,- —2 CUR, — SEE SCHEDULE III 3"IF PLACED AGAINST 3"IF PLACED AGAINST UNDISTRUBED SOIL UNDISTRUBED SOIL w SPREAD FOOTING,SEE SCHEDULE SPREAD FOOTING,SEE SCHEDULE 1, III 1 INTERIOR COLUMN FOOTING 2 COLUMN FOOTING WITH PIER 3 COLUMN FOOTING WITH PIER AT EXTERIOR STEM WALL 4 HI-R-H CMU EXTERIOR WALL FOOTING 5 EXTERIOR WALL OPENING - SINGLE MAT STEM WALL ul uuuuuuuul IIIIII SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS IIIIII III IIIIII REF SHEET:s1.01 REF SHEET:s1.01 REF SHEET:s3.01 REF SHEET:s3.01 REF SHEET:s1.01III IIIIIIIIIIIII DOWELS TO MATCH SIZE CMU WALL AND SPACING OF VERT CMU WALL, BEYOND, FINISH LAYER, WALL REINF FOR LAP SEE PLAN SEE PLAN SEE ARCH SPLICE SCHEDULE I I SEE 1/55.21 I SAW CUT,SEE COLD FORMED STEEL (1)#5 CONT DETAIL 5/s5.01 1/2"MAX STUD WALL,SEE PLAN A*M BOTTOM TRACK °°� ROUGHEN AND WALL SEE PLAN BEVEL INSULATION u,�Pi�,vL°w,".I uEu�uep•o"" AND CONNECTION, CLEAN TO 1/4" CONCRETE SLAB ON CONCRETE SLAB ON AMPLITUDE GRADE,SEE PLAN GRADE,SEE PLAN SLAB ON GRADE SEE PLAN PER 3/s5.52 CONCRETE SLAB ON STAIRS DESIGN BUILD �� GRADE,SEE PLAN FINISHGRADE • "�®ff,�""� III II II--III III II I--1II - - I I -III I _ EXTERIOR �j CONCRETE SLAB ON FELT PAPER OR ° CONTRACTOR OPTION TO FOUNDATION \ — r GRADE,SEE PLAN This document is the OTHER BOND _ PLACE FULLY GROUTED _ _ BEVEL INSULATION AT SLAB THRESHOLD WALL property of erstad FELT PAPER OR —III—III—III— CONCRETE STEM WALL, ON GRADE,SEE DETAIL:B/s5.03 ARCHITECTS and is _ OTHER BOND _ REINFORCING, SEE PLAN BREAKER G •• CMU BELOW FINISH FLOOR protected by U.S. and BETWEEN SLAB IN LIEU OF CONCRETE BREAKER SEE 9/s5.01 FOUNDATION INSULATION _ international laws. Use, — — CONCRETE SEE ARCH reproduction, or — P BETWEEN SLAB - — ..AND FOOTING STEM WALL - _ CONT FTG, III I III I AND FOOTING SEE SCHEDULE FOUNDATION INSULATION FOOTING, --- - cation of this docrroument without first CONCRETE FOOTING, 90°STD HOOK SEE ARCH SEE PLAN ROUGHEN AND CLEAN '~' r _ SEE PLAN ,a �1, �: (2 #5 CONT obtaining written ALTERNATE BENDS _ - TO EXTEND I—III—III ARCHITECTS is prohibited ) permission of erstad SLAB FOR STAIR WIDTH 1'-6" P ALTERNATE —III—III—I 90°STD HOOK PLUS V-6"ON EACH This document may not be BENDS SIDE used a dneo.02024 authorized NOTES: 1. REINFORCING NOT SHOWN FOR CLARITY. N � CMU INTERIOR WALL FOOTING THICKENED SLAB AT WALL OPENING SLAB ON GRADE AT EXTERIOR WALL INSULATION EXTERIOR METAL STUD WALL FOOTING i CONCRETE/STEEL PAN STAIR AT SLAB ON GRADE M 6 SCALE:NTS SCALE:NTS SCALE:NOT 9 SCALE:NTS 1 O SCALE:NTS M REF SHEET:s1.01 REF SHEET:s1.01 REF SHEET:s3.01 REF SHEET:s3.02 ` 00 q COLUMN&FOOTING STEEL COLUMN, SEE PLAN FOR BASE SEE PLAN r PLATE AND ANCHOR • (/� r / BOLTS SUPPLEMENTAL U-BAR SLAB ON GRADE, rr/'rr TENSION SEE PLAN rr rr NON-SHRINK GROUT REINFORCEMENT �i r ,fir SEE 11/55.01 ' •� r/ r 4'-0"LONG SUPPLEMENTAL SHEAR REINFORCEMENT _ PAPRALLEL WITH COLUMN III STRONG AXIS WITH 90 r•+ DEGREE STANDARD HOOKS CMU WALL, y ISOLATION JOINT AT EACH END.ALL BARS TO SEE PLAN m L SEE TYP ISOLATION _ BE LOCATED WITHIN 12"OF a O CONCRETE PIER TOP OF CONCRETE AND O FINISH GRADE JOINT DETAILS .x SEE SCHEDULE d O O O ° CENTERED LENGTHWISE g ADDITIONAL VERTICAL PROVIDE SUPPLEMENTAL ;o a ABOUT THE COLUMN,SEE z a l l /,�+ (,� REINF NOT SHOWN FOR SHEAR REINF SEE 12/55.03 ;.. w NOTE 2 (2)#5 CONT -III-III— m —III_ V CLARITY d O O O PIER WHERE OCCURS, o SEE PLAN FOOTING, COLUMN AND BASEPLATE, SEE PLAN _ w SEE PLAN w W SEE SCHEDULE w Na - FOR FOOTING s5.03 a•+ O vwi REINFORCEMENT ALTERNATE BENDS 90°STD HOOK III-1 —III-1 -1 -1 -1 -1 -1 -1 -1 -1 I— FOOTING SEE PLAN 90°STD HOOK 04 NOTES: � N 1. UTILIZE(7)#4 TENSION U-BARS 2. UTILIZE(4)#5 x 4'-0"SHEAR BARS i FOOTING AT BRACE FRAME WITH PIER i SUPPLEMENTAL REINFORCING AT BRACE FRAMES i MASONRY WALL FOUNDATION 11 SCALE:NTS 12 SCALE:NTS 1 SCALE:NTS REF SHEET:s5.03 revision: no. desc. date project: 231 106 date: 02.1 1.2025 permit set CITY APPROVED PLANS foundation Iw�rwnaronn PLANS MUST BE ON JOB SITE details FOR ALL INSPECTIONS s5.03 Page 131 of 180 TENSION DEVELOPMENT AND LAP SPLICE LENGTH (FOR MASONRY ONLY) _ - HORIZONTAL REBAR(S)IN „ v � y, CONTACT WITH VERTICAL REBAR N MASONRY - - -� -- --- �_ -_ ,_ v N Pm=2000 PSI fm=2500 PSI f'n,=3000 PSI NOTES: Y v w DESIGN STRENGTH Z 1. ALL LENGTHS ARE IN U u 2. FOR BAR PLACEMENT, DISTANCE(D DIMENSION)SEE 2/s5.21 SS\ONAL Y PLACEMENT VERTICAL REBAR IN CENTER OF CELL VERTICAL REBAR PLACED FOR MAXIMUM d ``• E 2 BAR OF BAR CENTER EDGE CENTER EDGE CENTER EDGE 3. WHERE(2)BARS PER CELL OCCUR THEY SHALL BE PLACED PER EDGE ~ SIZE CONDITION,SEE NOTE 2. $ 8 4. 8"CMU(2)BARS PER CELL UP TO#5 ARE PERMITTED.12"CMU(2)BARS HORIZONTAL REBAR IN CONTACT WITH N o4/18/25 p #3 13.1 13.1 12.0 12.0 12.0 12.0 HORIZONTAL REBAR IN CONTACT AND INSIDE OF VERTICAL REBAR PER CELL T TO#7 ARE PERMITTED. /-WITH VERTICAL REBAR of S #4 17.4 20.5 15.6 18.4 14.2 16.8 5. NP INDICATES NOT PERMITTED. 'Y9/� kt9�d� 8" #5 21.8 33.0 19.5 29.5 17.8 27.0 6. #10 AND#11 BARS WHERE SHOWN ON PLANS OR DETAILS REQUIRE Av v - - - #6 37.1 NP 33.2 NP 30.3 NP MECHANICAL SPLICE. '-' - - - - -- --- - -- - "� .. BAR PLACEMENT IN HI-R-H CMU #7 51.4 NP 46.0 NP 42.0 NP SINGLE CURTAIN HORIZONTAL BAR DOUBLE CURTAIN HORIZONTAL BAR #3 13.1 13.1 12.0 12.0 12.0 12.0 (VERTICAL BAR CENTERED) (VERTICAL REBAR PLACED FOR MAXIMUM 40 #4 17.4 20.5 15.6 18.4 14.2 16.8 VERTICAL REBAR CENTERED VERTICAL REBAR PLACED FOR MAXIMUM d VERTICAL REBAR PLACEMENT IN HI-R-H SO" #5 21.8 33.0 19.5 29.5 17.8 27.0 d(inches) NORMAL ACTUAL d NORMAL ACTUAL NORMAL ACTUAL #6 34.0 54.0 30.4 54.0 27.8 52.1 THICKNESS THICKNESS(t) (INCHES) THICKNESS THICKNESS(t) #3-#6 #7 #8 #9 THICKNESS THICKNESS(t) dJNr(inches) dExT(inches) #7 39.7 NP 35.5 NP 32.4 NP 8"CMU 7 5/8" 3.8 8"CMU 7 5/8" 5.25 5 4.625 NP 10"CMU 9 5/8" 3 3/8" 6 3/8" #4 36.0 NP 33.0 NP 30.0 NP SO"CMU 9 5/8" 4.8 10"CMU 9 5/8" 7.25 7 6.625 6.25 10" #5 60.0 NP 53.0 NP 49.0 NP ♦w HI-R H #6 118.0 NP 106.0 NP 96.0 NP pYpIIIII � #7 172.0 NP 154.0 NP 140.0 NP III NOTES: 1. WHERE TWO VERT REINF BARS OCCUR IN A CELL,BARS SHALL BE SECURED IN PLACE BY A BAR POSITIONER AT THE TOP AND BOTTOM,AND AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS. TENSION DEVELOPMENT AND LAP SPLICE LENGTH MASONRY ONLY) REBAR PLACEMENT IN CMU uuu Illlllllllllllul IIIIII 1 SCALE:NTS L SCALE:NTS PROVIDE SASH TYPICAL VERTICAL BLOCKS AT CONTROL JOINT FULL HEIGHT GROUT AND BREAK SHELL AT EMBEDMENT SCHEDULE BOLT MIN EMBED MIN WALL JOINTS FILL WITH U-SHAPED INSULATION INSERTS REINFORCE(3) HORIZ REINF,TYP U-SHAPED INSULATION BREAK SHELLS AND DIA LINO THICKNESS POLYSULFIDE AT STANDARD BLOCK CELLS AS SHOWN INSERTS AT STANDARD OMIT INSULATION AS SEALANT EACH SIDE, AT CORNER _ BLOCK REQUIRED AT HORIZ REINF 1/2" 4" 7 5/8" TYPICAL VERTICAL SEE SPECS OR ARCH w w9777 5/8" 5" 7 5/8" PREFORMED RUBBER JOINT FULL HEIGHT PREFORMED RUBBER z U z O GROUT AND REINF A*M 180a STD HOOK FILLER,TYP FILLER,TYP a Ii (3)CELLS MIN AT 3/4" 6" 11 5/8" TYP AS INDICATED w Na CORNER w a GROUT AND CORNER w 7/8" 6" 11 5/8" °°iu'°'�1aFe°ry°*'ubop0e1^ "" ON PLAN g OPEN END g REINFORCE(3) z0 n MINIMUM BLOCK,TYP CELLS AS SHOWN SEE NOTE 3, - AT CORNER m HI-R-H BLOCK EMBEDMENT 8"BLOCK AND FILLER w a STOP EVERY BLOCK PROVIDED AT g WASHER SEE NOTE 2 OTHER HORIZ SEE NOTE 3, STANDARD BLOCKS OR HORIZ REINF AT FLOOR LINES, CORNER CONDITIONS 8"STANDARD BLOCK WASHER . "�®ff�oM� BAR EXCEPT AS STOP EVERY OTHER HALF BLOCKS ADJACENT ROOF LINES,AND LINTEL LINES WHERE BLOCK WIDTH BREAK SHELL AT AND FILLER BLOCK SPOIL THREADS NOTED BELOW HORIZ BAR EXCEPT TO JOINT. SHALL BE CONTINUOUS THROUGH EXCEEDS STANDARD PROVIDED AT CORNER TWO PLACES ANCHOR BOLT AS NOTED BELOW JOINT;OTHER HORIZ REINF SHALL HORIZ REINF,TYP TYP 8"BLOCK CONDITIONS BELOW NUT This document is the TYP HI-R-H BLOCK HAVE ONE BAR CONTINUOUS THROUGH BEND ALT OPEN END PROVIDE BOLT WITH property of erstad JOINT AND ONE BAR TERMINATED BLOCK,TYP HEAVY HEX HEAVY HEX-NUT ARCHITECTS and is PLAN SINGLE MAT PLAN DOUBLE MAT &L INTERSECTION WAYS HI-R-H BLOCK protected by U.S. and 1 1 WITH 180 DEGREE STD HOOK. NUT OR PLATE OR OTHER international laws. Use, BOLT HEAD CONNECTED ELEMENT reproduction, or NOTES: SHELL-I, modification of this HI-R-H CMU WELL/1 SEE NOTE 3 Y All MASONRY SHOWN, document without first 1. CONTRACTOR SHALL OBTAIN ARCHITECT'S APPROVAL OF JOINT LOCATIONS,WHICH SHALL NOT CONCRETE IS SIMILAR obtaining written EXCEED 24'-0"OC GROUT AND TENSION permission of erstad 2. HORIZ REINF AT FLOOR LINES,ROOF LINES,LINTEL LINES,AND EVERY OTHER HORIZ BAR(OR GROUT AND TENSION REINFORCE (4) LAP SPLICE ARCHITECTS is prohibited. BAR SET)SHALL BE CONTINUOUS THROUGH JOINT. REINFORCE (4) LAP SPLICE CELLS AS SHOWN This document may not be 3. PROVIDE VERT WALL REINF EACH SIDE OF JOINT,#5 BARS MIN CELLS AS SHOWN AT INTERSECTION NOTES: used in any unauthorized 1. MINIMUM BOLT SPACING SHALL BE 12 BOLT DIAMETERS LINO,MINIMUM Im.nner. 02024 4. WHEN MASONRY CONTROL JOINTS ARE LOCATED AT JAMBS,OFFSET JOINT AROUND LINTEL AT INTERSECTION DOUBLE MAT SINGLE MAT HI-R-H CMU CORNER EDGE DISTANCE SHALL BE 6 BOLT DIAMETERS. BEAMS AT TOP OF OPENINGS,SEE 7/s5.21 OTHERWISE,MASONRY CONTROL JOINTS SHALL 2. 1"MIN GROUT ALL AROUND BOLTS IN MASONRY SHELL. NOT BE LOCATED CLOSER THAN 5'-0"TO JAMB. NOTES: 3. GROUT CELL FOR A MINIMUM OF 6"ABOVE AND BELOW THE BOLTS. 5. DO NOT PLACE CONTROL JOINT WITHIN(1)BLOCK OF BEAM POCKETS OR BEAM EMBED PLATES. 1. TENSION LAP SPLICE PER SCHEDULE 1/s5.21 CMU WALL CONTROL JOINT CMU WALL INTERSECTIONS ANCHOR BOLT EMBEDMENT N � 3 M SCALE:NTS SCALE:NTS 5 SCALE:NTS Or) WHERE STRAIGHT MASONRY CONTROL JOINT LOCATION TOP OF WALL,SILL, EXTENSIONS IS NOT WHEN REQD AT JAMB,SEE NOTE 4 TOP OF WALL,SILL,OR OR LINTEL DEPTH HORIZ WALL REINF •- POSSIBLE,EXTEND ON DETAIL 3/s5.21 LINTS DEPTH PER PER SCHEDULE y BARS AS FAR SCHEHORIZ WALL HORIZ AS POSSIBLE A INSULATION INSERT W AND HOOK E (2)#5 MIN EACH JAMB, REINF U-BARS TO MATCH VERT WALL ONLY(NO INSERT'B' VERT WALL REINF }+ z WALL REINF TYPICAL REINF SEE NOTE 1 TYP ALLOWED AT LINTELS) 180 DEG HOOK, BOND BEAM OVERLAP m w `3 (2)#5 EACH j I VERT WALL REINF z u ROTATE ABOUT VERT �_ •�EQUAL TO TENSION LAP 0 n HI-R-H BLOCK Q z o..¢ JAMB �_ EMBED, SPLICE FROM 1/s5.21 O z B SEE SCHEDULE Ln a- AXIS AS REQ'D TO FIT m 0�0 LINTEL REINF z M ++ U EMBED, 2'-0"MIN �s_ w a STANDARD U-BLOCK .z._=w SEE SCHEDULE SEE DETAIL H g 2'-0"MIN w N/ 180a HOOK SCHEDULE (NO INSULATION) LINTEL REINF SEE MASONRY WALL p L�p U w ^+ SEE PLAN _ z SINGLE MAT DOUBLE MAT HI-R-H CMU WALL SCHEDULE W O O B 5N FLOOR LINE WALL R TO MATCH HORIZ a U-SHAPED INSULATION BOND BEAM, w WALL REINF,AS INDICATED INSERTS AT STANDARD BLOCK SEE SCHEDULE, co N WALL REINF STD 1800 HOOK AS ON PLAN NOTES,OR (2)#5 TYP INDICATED ON PLAN STANDARD BLOCKS ^+ O DETAILS SEE NOTE 3 (2)#5 VERT MIN- HI-R-H BLOCK OR HALF BLOCKS W V PROVIDE DOWELS TO MATCH JAMB Ld OR Ldh FOR CONC ADJACENT TO JAMB BARS,TYP LAP SPLICE SEE NOTE 2 i TERMINATE ONE `V HORIZ BAR WITH ' O NOTES: 180 DEGREE STD 1. EXTEND JAMB BARS FULL HEIGHT OF WALL WHEN SINGLE MAT DOUBLE MAT HI-R-H CMU WALL HOOK r WIDTH OF OPENING IS MORE THAN 4'-0". N 2. TYPICAL TENSION LAP SPLICE PER SCHEDULE 1/s5.21 B to 3. HOOK MAYBE TURNED UP OR DOWN AS REQUIRED. STEP IN BOND BEAM CMU WALL OPENINGS AND DETAILS 6 SCALE:NTS SCALE:NTS revision: no. desc. date project: 231 106 date: 02.1 1.2025 permit set CITY APPROVED PLANS masonry M cmecomrmna PLANS MUST BE ON JOB SITE details FOR ALL INSPECTIONS s5.21 Page 132 of 180 CMU WALL, PROVIDE(2)3/4"DIA THREADED CMU WALL, PROVIDE(2)3/4"DIA THREADED SEE PLAN STUDS,WELDED TO BEARING SEE PLAN STUDS,WELDED TO BEARING PLATE.INSTALL STUDS IN PLATE.INSTALL STUDS IN CMU WALL, 1/4 3 CMU WALL, LDE SEE DECK CENTER OF SHORT SLOTTED CENTER OF SHORT SLOTTED SEE PLAN SEE PLAN CMU WALL, SS\0NAL FN LEDGER DETAIL HOLES IN BEAM FLANGE SEE DECK HOLES IN BEAM FLANGE CONCRETE SLAB AB SEE PLAN FOR BOND BEAM (SLOTS PARALLEL TO BEAM SPAN) LEDGER DETAIL OVER STEEL DECK, ECK, REQUIREMENTS FOR BOND BEAM -~ (SLOTS PARALLEL TO BEAM SPAN) SEE PLAN FOR (WHERE DECK STEEL BEAM,SEE PLAN REQUIREMENTS ' STEEL BEAM,SEE PLAN DECK DIRECTION ON ANGLE LEDGER, 18 8 OCCURS) (WHERE DECK ..3„ SOLID GROUT OCCURS) _ y p 24"DEEP BOND OF\� BEAM POCKET 2"-, SOLID GROUT BEAM WITH BEAM WITH S]I MIN y9/ BEAM POCKET 2 #4 CONT TOP (2)#4 CONT TOP BEAM WITH M. RI9 STIFF PL 3/8" DO NOT WELD O L4x4x1/4XCONT L4x4x1/4xCONT (2)#4 CONT TOP EACH SIDE, STIFF PL 3/8" DO NOT WELD &BOTTOM &BOTTOM w w BEAM FLANGE .. SPLICE,IF REQD SPLICE,IF REQD &BOTTOM SEE 3/s5.31 M O TO PLATE EACH SIDE, w w BEAM FLANGE AT EMBED PLATE AT EMBED PLATE Z SEE 3/s5.31 w H TO PLATE GROUT AROUND `a1-9 0 ANCHOR STUDS SHALL BEARING PL 3/4x6XBEAM EMBED PL 3/8x6x0'-6" EMBED PL 3/8x6x0'-6" io BE PLACED FLANGE WIDTH+6" BEARING PL 3/4x5xBEAM WITH(2)3/4"DIA x 6" WITH(2)3/4"DIA x 5" AT LEAST 2 HOURS FLANGE WIDTH+6" #4 DOWELS LONG HEADED STUDS #4 DOWELS-­""""' OWELS LONG HEADED STUDS BEARING PL 3/4x6x1'-2" VERTICAL REBAR, (MIN 12"OVERALL PLATE LENGTH) I AFTER THE GROUT SEE NOTE 2 WITH(2)3/4"x8"HEADED STUDS ON (MIN 12"OVERALL PLATE LENGTH) @ 24"OC 24" @ 3"GA;SPACE @ 24"OC 24" @ 3"GA;SPACE WITH HE 3/4"DIA x8" ---- -- POUR IMMEDIATELY 8'GAGE.FLUSH PLATE TO INSIDE WITH(2)3/4"x8"HEADED STUDS ON 24„ PLATES @ 48"OC 24„ PLATES @ 48'OC LONG HEADED STUDS @ BELOW WALL INSULATION, FACE OF CMU.OMIT INSULATION AT T8'GAGE.FLUSH PLATE TO INSIDE SEE WALL SECTIONS 8 GA.PLATE N BE FOR EXTENTS,SEE ARCH EMBEDS. VERTICAL REBAR, FACE OF CMU FLUSH WITH INSIDE FOR ADDITIONAL INFO (2)#5x5'-0"CENTERED SEE NOTE 2 (2)#5x5'-0"CENTERED FACE OF CMU WALL. PILASTER WHERE APPLICABLE; UNDER BEAM UNDER BEAM (2)#4 x 4'-0" OTHERWISE PROVIDE TYPICAL -w NOTES: NOTES: CENTERED UNDER VERTICAL WALL REINFORCING v� 1. GROUT AROUND ANCHOR STUDS SHALL BE PLACED A MINIMUM OF 2 HOURS 1. GROUT AROUND ANCHOR STUDS SHALL BE PLACED A MINIMUM OF 2 HOURS JOIST IN(3)CELLS UNDER BEARING I� AFTER GROUT POUR IMMEDIATELY BELOW. AFTER GROUT POUR IMMEDIATELY BELOW. PLATEII 2. PILASTER WHERE APPLICABLE;OTHERWISE PROVIDE TYPICAL VERTICAL 2. PILASTER WHERE APPLICABLE;OTHERWISE PROVIDE TYPICAL VERTICAL NOTES: WALL REINFORCING IN MIN(3)ADJACENT CELLS FROM BEARING PLATE TO WALL REINFORCING IN MIN(3)ADJACENT CELLS FROM BEARING PLATE TO 1. COORDINATE ROOF SLOPE WITH PLAN AND ARCH FOUNDATION. FOUNDATION. 2. GROUT JOIST POCKETS SOLID. 1 BEAM BEARING PERPENDICULAR TO 10" HI-R CMU WALL 2 BEAM BEARING PERPENDICULAR TO 8"CMU WALL 3 SLAB ON DECK LEDGER TO 10" HI-R CMU WALL 4 SLAB ON DECK LEDGER TO 8" CMU WALL 5 STEEL JOIST POCKET AT 10" HI-R CMU WALL uul uuuuuullul llllll REF SHEET:s3.01 REF SHEET:s1.02 REF SHEET:s3.01 REF SHEET:s1.02 REF SHEET:s3.01 LIII IIIIIIIIIIIII CMU WALL, ANGLE LEDGER, CMU WALL,SEE PLAN SEE PLAN SEE 8/s5.22 TYP TYP BOLSTER ANGLE SJI MIN 16"DEEP BOND BEAM 3/16 2 3/16 2 L2 1/2x2 1/2x1/4 AT SOLID GROUT BEAM POCKET, 16"DEEP BOND BEAM 16"DEEP BOND BEAM WITH(2)#4 CONT TOP K SERIES JOISTS PLACE GROUT BEFORE ANYA*M &BOT,STEP AS REQD SJI MIN WITH(2)#4 CONT TOP ROOF DECK,SEE WITH(2)#4 CONT TOP ROOF DECK,SEE UPPER BEAMS ARE STACKED FOR ROOF SLOPE &BOT,STEP AS REQD - PLAN FOR DECK ABOVE &BOT,STEP AS REQD - PLAN FOR DECK _ FOR ROOF SLOPE DIRECTION FOR ROOF SLOPE DIRECTION Ni SEE DECK LEDGER _ 3/16 3-12 ROOF DECK, STEEL BEAM,SEE PLAN "'°I M'vFeaw,u* ulunuemvoo"" _ SEE PLAN (2)#5 DETAIL FOR BOND o� BEAM REQUIREMENTS SEE NOTE 1EAC WEB STIFFENER BEARING PL3/4x5 1/2x1'-2" CO L3x3x1/4x SPLICE L3x3x1/4x SPLICE SEE 3/s9 31k(2) /4 4 �"�®ff ""� WITH(2)3/4"DIA x8" AT WELD PLATE AT WELD PLATE LONG HEADED STUDS /4 4 @ 8"GA,PLATE TO BE 1 1/2" This document is the jz FLUSH WITH INSIDE FACE EMBED PL3/8x6x0'-6" EMBED PL3/8x6x0'-6" property of erstad WITH(2)3/4"DIA x 6" WITH(2)3/4"DIA x 5" JOIST PER PLAN JOIST WHERE OCCURS NON-SHRINK ARCHITECTS and is OF CMU WALL LONG HEADED STUDS LONG HEADED STUDS GROUT __ BEARING PL 3/4x6x1'-0" protected by U.S. and VERTICAL REBAR,SEE NOTE 2 CMU WALL, AT 3"GA;SPACE CMU WALL, AT 3"GA;SPACE PL 3/4"x6"xl'-4"WITH BOND BEAM,SEE GSN WITH(2)3/4"DIAx8" international laws. Use, (2)#4 x 4'-0" SEE PLAN :: PLATES 48"OC SEE PLAN PLATES 48"OC `�' ANCHOR STUDS @ 8"GA reproduction, or _i� CENTERED �a @ AN HO DIA x6"LONG CMU WALL,SEE PLAN docament modification without of this UNDER JOIST ANCHOR STUDS @ 8"OC obtaining written SEE NOTE 1 VERTICAL REBAR, 24a - "• permission of erstad NOTES: SEE NOTE 2 (3)#4 x �' ARCHITECTS is prohibited. 1. GROUT AROUND ANCHOR STUDS SHALL BE PLACED A MINIMUM OF 2 HOURS HAIRPINS �- °° This document may not be AFTER GROUT POUR IMMEDIATELY BELOW. #5 MIN VERT used in any unauthorized 2. PILASTER WHERE APPLICABLE;OTHERWISE PROVIDE TYPICAL VERTICAL WALL NOTES: manner. 02024 REINFORCING IN MIN(2)ADJACENT CELLS FROM BEARING PLATE TO 1. COORDINATE ROOF SLOPE WITH PLAN AND ARCH. NOTES: FOUNDATION. 2. PILASTER WHERE APPLICABLE;OTHERWISE PROVIDE TYPICAL 1. GROUT AROUND ANCHOR STUDS SHALL BE PLACED A MINIMUM OF 2 3. COORDINATE ROOF SLOPE WITH PLAN AND ARCH. VERTICAL WALL REINFORCING IN MIN(2)ADJACENT CELLS FROM HOURS AFTER GROUT POUR IMMEDIATELY BELOW. 4. GROUT JOIST POCKETS SOLID. BEARING PLATE TO FOUNDATION. N STEEL JOIST POCKET AT 8"CMU WALL ROOF DECK LEDGER TO 10" HI-R CMU WALL ROOF DECK LEDGER TO 8"CMU WALL JOIST BEARING ON CMU WALL BEAM BEARING PARALLEL TO WALL C M 6 SCALE:NTS SCALE:NTS SCALE:NTS 9 SCALE:NTS 10 SCALE:NTS M REF SHEET:s3.01 ` QQ CMU WALL,SEE PLAN Y PL 3/8x8xCONT WITH CMU WALL,SEE PLAN 1/4 3 L3x3x1/4 WITH(3)KWIK BOLT 3 y PROVIDE(2)3/4"DIA THREADED _ 3/4"DIA x 6"HEADED CONCRETE SLAB STEEL BEAM,SEE PLAN WITH 5"MIN EMBEDMENT STUDS @ 24"OC,LINO OVER STEEL (2)#5 WT4x29xAS REQUIRED- #4x5'-0"DOWEL AT 24"OC. CONCRETE SLAB STUDS,WELDED TO BEARING EXPANSION BOLT.SEE JOIST DECK,SEE PLAN 1'-6"MIN,EMBED IN CMU STAGGER STRAIGHT DOWEL OVER STEEL DECK, PLATE.INSTALL STUDS IN DECK NOT SHOWN FOR MANUFACTURER FOR LENGTH }+ SPACING WITH HOOKED SEE PLAN FOR CENTER OF SHORT SLOTTED c WEB STIFFENER BAR SPACING DECK DIRECTION HOLES IN BEAM FLANGE AND AND SPACING REQUIREMENTS C EACH SIDE,SEE 3/s5.31 1 ___ ___ TZ1/163 rn STEEL BEAM,SEEPLAN _ _ _ _ BEAMSPAN)LLELTO -- T .." -- - -- 2„ SOLID GROUT I BEAM POCKET a I I � L4x4x1/4xCONT STIFF PL 3/8" I 'L I I E j SPLICE,IF REQD EACH SIDE, DO NOT WELD A\ O (2)#5 CONT 16"DEEP BOND BEAM r SEE 3/55.31 w w V/ 1/4 10"MIN AT EMBED PLATE BEAM FLANGE BOND BEAM WITH(2)#4 CONT TOP w 0 " L on&BOTTOM EMBED PL 3/8x6x0'-6" o TO PLATE a .. ` WITH(2)3/4"DIA x 5" BEARING PL 3/4x5xBEAM -- MT CMU WALL, LONG HEADED STUDS CMU WALL, FLANGE WIDTH+6" SEE PLAN SOLID GROUT #4 DOWELS @ 3"GA.SPACE SEE PLAN / POCKET @ 24"OC 24" (MIN 12"OVERALL PLATE LENGTH) :: BRIDGING PER JOIST - NON-SHRINK 24„ PLATES R LA ES WITH(2)FLUSH"HEADED STUDS ON MANUFACTURER 3/8"PL x AS REQD STAGGER PLATES ON 8"GAGE.FLUSH PLATE TO INSIDE A\ C� GROUT LOCATE HOOKED DOWELS OPPOSING SIDES OF VERTICAL REBAR, FACE OF CMU CMU OR BRIDGING CONNECTIONS PER W VERT REINF SEE PLAN IN SAME CELL 40 o AND PILASTER SCHEDULE WALL SEE NOTE 2 CONC WALL JOIST MANUFACTURER (2)#5x5'-0"CENTERED RECOMMENDATIONS L M UNDER BEAM / O NOTES: 1. GROUT AROUND ANCHOR STUDS SHALL BE PLACED A MINIMUM OF 2 HOURS NOTES: AFTER GROUT POUR IMMEDIATELY BELOW. r 1. FOR ADDITIONAL INFORMATION,SEE 10/s5.22 2. PILASTER WHERE APPLICABLE;OTHERWISE PROVIDE TYPICAL VERTICAL NOTES: N WALL REINFORCING IN MIN(3)ADJACENT CELLS FROM BEARING PLATE TO 1. SEE PLAN,JOIST NOTES AND MANUFACTURER FOR BRIDGING NOTES. to FOUNDATION. i EMBED PLATE AT SLAB ON DECK OVER WALL i'1 DRAG STRUT PARALLEL TO WALL i SLAB ON DECK LEDGER AT BOTH SIDES OF CMU WALL i BEAM BEARING PERPENDICULAR TO 8"CMU WALL i STEEL JOIST BRIDGING AT CMU WALL 1 i SCALE:NTS i L SCALE:NTS i SCALE:NTS i 4 SCALE:NTS i SCALE:NTS REF SHEET:s1.02 REF SHEET:s1.02 revision: no. desc. date CMU WALL, CMU WALL, PL 5/8x12xBEAM DEPTH SEE PLAN SEE PLAN SEE DECK LEDGER DETAIL +3"(MIN V-6"OVERALL SEE DECK PLS/8x12xBEAM DEPTH SEE DECK PL5/8xI2XBEAM DEPTH FOR BOND BEAM PLATE HEIGHT) ROOF DECK, LEDGER DETAIL +3"(MIN V-6"OVERALL LEDGER DETAIL +3"(MIN V-6"OVERALL REQUIREMENTS(WHERE WITH(6)3/4"DIA x 5" SEE PLAN FOR BOND BEAM PLATE HEIGHT) FOR BOND BEAM PLATE HEIGHT) DECK OCCURS) HEADED STUDS REQUIREMENTS . . WITH(6)3/4"DIA x 5" REQUIREMENTS WITH(6)3/4"DIA x 5" @ 8"GA (WHERE DECK HEADED STUDS (WHERE DECK HEADED STUDS OCCURS) @ 8"GA OCCURS) @ 8"GA PL 3/8x6"WIDE x CONT - j WITH 3/4"x 6"HEADED o STUDS @ 24",LINO 0 ® project: 231 106 (2)#5 x 5'-0" (2)#5 x 5'-0" date: 02.1 1.2025 TOP&BOTTOM, - ® TOP&BOTTOM, - CENTERED ON °D o CENTERED ON 00 BEAM -= BEAM -_ (2)#5 x 5'-0"TOP& STEEL BEAM,SEE BOTTOM,CENTERED PLAN (2)#5 CONT --- CMU WALL, w m STEEL BEAM,SEE w O m STEEL BEAM,SEE ON BEAM,FOR v x PLAN u F PLAN BALANCE OF INFO, CONNECTION PLATE, SEE PLAN z o w z P w �p'w �p'w SEE BOLTS AND WELD, permit set O a CONNECTION PLATE, a CMU WALL, SEE 1/s5.31 Lin z BOLTS AND WELD, ,z 1/4 SEE PLAN SKEW PLATE AS LU SEE 1/s5.31 Lu NEEDED VERTICAL REBAR, SKEW PLATE AS VERTICAL REBAR, VERTICAL REBAR, SEE NOTE 1 NEEDED SEE NOTE 1 SEE NOTE 1 CITY APPROVED PLANS masonry NOTES: NOTES: NOTES: """."wm.r"„.r=m,,;"M. NOTES: 1. PILASTER WHERE APPLICABLE;OTHERWISE PROVIDE TYPICAL 1. PILASTER WHERE APPLICABLE;OTHERWISE PROVIDE TYPICAL 1. PILASTER WHERE APPLICABLE;OTHERWISE PROVIDE TYPICAL PLANS MUST BE ON JOB SITE details 1. GROUT AROUND ANCHOR STUDS SHALL BEAT LEAST VERTICAL WALL REINFORCING IN MIN(3)ADJACENT CELLS FROM VERTICAL WALL REINFORCING IN MIN(3)ADJACENT CELLS FROM VERTICAL WALL REINFORCING IN MIN(3)ADJACENT CELLS FROM FOR ALL INSPECTIONS (2)HOURS AFTER THE GROUT POUR IMMEDIATELY BELOW. BEARING PLATE TO FOUNDATION. BEARING PLATE TO FOUNDATION. BEARING PLATE TO FOUNDATION. 16 ROOF DECK BEARING AT TOP OF CMU WALL 17 BEAM EMBED AT WALL 18 HSS BEAM EMBED TO CMU 1g BEAM AT TOP OF CMU WALL s5.22 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS REF SHEET:s1.02 REF SHEET:s3.02 Page 133 of 180 3"MAX 3"MAX 1 1/2" 3"MAX BEAM CONNECTION SCHEDULE 1 1/2" a TYP TYP 1 1/2"TYP` SHEAR PLATE,TYP NOMINAL SHEAR SIZE OF SHEAR PLATE,TYP C a SHEAR PLATE,TYP a MEMBER BOLT COUNT PLATE FILLET 3"MAX AISC MIN 3"MAX DEPTH AND SIZE THICKNESS WELD COMMENTS 1/4"CAP PLATE, SEE SCHED �SS�UNAL FNG 6" (2)7/8"DIA 3/8 1/4 SEE TYPE E FLUSH WITH BEAM AISC MIN F y WHERE APPLIES l,( 8"-10" (2)7/8"DIA 3/8 1/4 - 1 SIDED OR 2 SIDED 1 12"-14" (3)7/8"DIA 3/8 1/4 - 1$ 8 W BEAM BOLTS,CONN N °4/iarz5 p a SEE a SEE 16" (4)7/8"DIA 3/8 1/4 - ==0"WHERE- == PLATE,WELDS,ETC T9� p'Z' SEE -+ SCHEDULE, .. SCHEDULE, 18" (4)7/8"DIA 3/8 1/4 - CO UMN IS ®I I SEE 1/s5.31 SEE SCHED y9/M�Rt 0�� SCHEDULE, SEE NOTE 1 TYP TYP 21" (5)7/8"DIA 1/2 5/16 FLUSH WITH I ®I 2 SIDED BEAM TO BEAM. TYP SINGLE SIDED BEAM TO BEAM o BEAM TO COLUMN FLANGE 24" (6)7/8"DIA 1/2 5/16 STUD WALL -- -- (7)7/8"DIA 1/2 5/16 - BOLTS,CONN 3"MAX. 27" PLATE,WELDS, PLATE TOP A*KNESS 3"MAX \d 1 1/2" COPE OR BLOCK 30" (8)7/8"DIA 1/2 5/16 - ETC SEE 1/s5.31 SEE SCHED THICKNESS T 3 TYP BOTTOM FLANGE 33" (9)7/8"DIA 1/2 5/16 - CUT TUBE,SLIDE 1 1/2" SHEAR PLAT .. HSS COLUMN KNIFE PLATE ASSEMBLY 2 SIDED OR 3 SIDED TYp SEE SHEAR 1 1/2" 1 1/2" 36" (10)7/8"DIA 1/2 3/8 - IN AND REPLACE TUBE SCHEDULE, TYP TYP�,P PLATE vWi �. ? 40" (11)7/8"DIA 1/2 3/8 SECTION WITH FULLMAIN44" (12)7/8"DIA 1/2 3/8 - PENETRATION WELD® MEMBER TOP AND BOTTOM SEE SCHED ® NOTES:�® 1. WHERE(6)OR MORE BOLTS ARE REQUIRED,PROVIDE FULL HEIGHT Z 3"MAX STIFFENER PLATE.(THICKNESS TO MATCH THICKNESS OF SHFAR SIDE (3)SIDES,SEE pLATE ON SIDE INDICATED.) SEESCHED 1/4 PLATE TO COL MEMBER a SEE SCHEDULE,TYP 2, ALL BOLTS SHALL BE A325-N,EXCEPT AT SLIP CRITICALCOL1/4 FLANGES,TYP SCHEDULE, OL CONNECTIONS.(SEE NOTE 3) NOTES: 4 SIDEDTYP 1. DRILL STRESS RELIEVING HOLE PRIOR TO SLOTTING TUBE, (+1/2,-0) 3. PROVIDE A490-SC BOLTS FOR ALL SLIP CRITICAL CONNECTIONS. HOLE SHALL BE 1/8"LARGER THAN PLATE WIDTH. BEAM TO COLUMN WEB D BOLTED CONNECTION AT 6"DEPTH OR LESS MEMBER� BEAM TO BEAM WITH FULL HEIGHT STIFFENERS 0- 4. PROVIDE ADDITIONAL PLATE WHEN d>D/3 PER 13/s5.33 1 BEAM CONNECTION DETAILS 2 W BEAM TO HSS COLUMN CONNECTION ul uuuuuuuul llllll SCALE:NTS SCALE:NTS REF SHEET:s3.02 (2)3/4"DIA BOLTS III IIIIIIIIIIIII EACH END PRIMARY ROOF REQUIRED JOIST BEARING 2 1/2" BEAMS,SEE FOR K SERIES,4"FOR LH AND DLH L3x3x1/4 FOR L<=6'-0" PLAN SERIES.WHERE REQD BEARING IS L4x4x3/8 FOR L<=10'-0" 1/2 GA NOT AVAILABLE PROVIDE SPECIAL A*M LSx5x1/2 FOR L<=14'-0" SEE SCHEDULE FOR C6 ROD SUPPORT 1/8"x 1 FOR K JOIST AISC MIN 1"AT K JOIST SEATS BEAM,SEE PLAN STIFFENER PL 3/8" a AND SIR F BOLTS AND NOTE CONT EDGE PL— 1/4"x 2 FOR LH JOIST 2"AT AIS1" MINC STIFFENER ;D �L - -- - - ----- -8--- - ---_ �,»awTiue .ro,o"" x�aereu. TYPICAL ZL I NOTED OR DETAILEFOR ADDITIONAL OTHERWISE ® 1/4 2 INFO SEE DETAIL 1/s5.31 3/16 TYP 1/4 2 �DOUBLE NUT ON 3/4"CAP PLATE .,"�®R�""� 3/16 THREADED ROD THRU _ BOTTOM FLANGE EXTEND PLATE ® j j This property of er is the HSS COLUMN 1 4"PL W COLUMN ARCHITECTS and tls AS REQD FOR SEE PLAN FOR / CONNECTIONS BEAM SIZE W BEAM SIMILAR protected by U.S. and SEE PLAN JOIST WHERE BOTTOM FLANGE international laws. Use, reproduction, or 3/16 OCCURS BRACE WHERE modification of this AISC MIN INDICATED ON PLAN document without first MECHANICAL UNIT (3)SIDES 1" obtaining written --- PL 1/4X3X0'-3" permission of erstad HANGER RODS PER W-BEAM ARCHITECTS is prohibited. MECHANICAL(3/8"DIA This document may not be In PLAN SYMBOL THREADED ROD MIN) AISC MIN mausenner.®2024 authorized NOTES: NOTES: NOTES: NOTES: 1. USE LARGER PLATES AND WELDS AS MAY BE REQD BY BEAM 1. CONTRACTOR OPTION TO REPLACE BOLTS 1. COORDINATE EXACT LOCATION AND SPACING OF SUPPORT MEMBERS 1. COORDINATE ROOF SLOPE WITH PLAN. CONNECTION SCHEDULE. WITH 3/16"WELD EACH SIDE OF ANGLE. WITH MECHANICAL CONTRACTOR. 2. ADD BOLSTER IN BETWEEN JOISTS PER 8/s5.31. STIFFENER PLATE DETAIL BOTTOM FLANGE BRACE SUSPENDED MECHANICAL UNIT STEEL JOIST BEARING AT COLUMN STEEL JOIST BEARING AT BEAM N C ` M 3 SCALE:NTS SCALE:NTS 5 SCALE:NTS 6 SCALE:NTS SCALE:NTS M REF SHEET:s1.03 ` 00 TYP EACH END 1/8 TYPICAL PANEL POINTS PLATE TO 1/4 1/4 (3)SIDES,TYP 2 PROVIDE 1/4"ANGLE OR BENT JOIST 1/4 1/4 EACH BEAM / PLATE CONT BETWEEN }/ r � JOISTS,DEPTH TO MATCH DECK ATTACHMENT JOIST BEARING SEAT DEPTH 2" 3 16 2-12 L2x2x3/16 BRACE PL 5/SxBEAM WIDTH-1'x2'-0' 1 3/16 2-12 1/4"PL 3/16 1" 2" 2" SEE PLAN LINO ;� •� 3 _--_-------------- ----------------- --- ------ - ---- .. -- -------- - _ jjl ®®��-- --��®ate---- jj / 3/16"x4"jDIA O � - W �_ PL 1 4' JOIST SQUARE PL M WIDH1/2" O L THRU-BOL3/16 2 AND BOTT3/16 2 BEAM WHERE OCCURS, BEAM SEE PLANWHERE CONCENTRATED LOAD DOESSEE PLANNOT OCCUR AT PANEL POINTS ADD TYPICAL FOR CONNECTION,Ll 1/2xl 1/2x5/16 EACH SIDE,OR CONCENTRATED 3/16SEE 1/s5.31V MATCH JOIST WEB MEMBERS, LOAD TO OCCUR AT BRIDGING BRIDGING PER JOIST L5x3xl/4 WHICHEVER IS LARGER,FROM POINT PANEL POINTS, 3 16 2 TYP PER JOIST MANUFACTURER MANUFACTURER }/ +� OF CONCENTRATED LOAD TO SEE NOTE 1 3/16 2 RECOMMENDATIONS M III- NEAREST PANEL POINT ON OPPOSITE 3/16 TYP ' 0 CHORD,SEE NOTE 1 3/16 C � r NOTES: ^+ N 1. MAXIMUM POINT LOAD ON JOIST IS 200 LB IF 200 LB POINT LOAD OCCURS W to WITHIN 6"OF PANEL POINT,NO ADDITIONAL FRAMING IS REQD BOLSTER ANGLE AT BEAM JOINT REINFORCEMENT DETAIL i BOTTOM FLANGE W BEAM BRACE TO STEEL JOIST i i STEEL JOIST BRIDGING AT STEEL BEAM i W BEAM DRAG TO JOIST $ SCALE:NTS SCALE:NTS 1 O SCALE:NTS 11 SCALE:NTS 1 SCALE:NTS revision: no. desc. date ROOF DECK, SEE PLAN _--CENTERLINE OF COLUMN 2 3/4„ 1 3/4"MIN BEAM MAX ¢ CLBEAM N SIZE DIMENSION DECK ATTACHMENT „A„ 0 1" Y BEAM,SEE PLAN ROOF JOIST, 1^ 2^ y' -SEE PLAN SEE PLAN W12 1 1/2" 7/8"DIA BOLTS, r OR AISC BASE PL 3/4 x COLUMN WIDTH+ W14 3" MIN 1/4 TYP PROVIDE AISC = a ADDITIONAL DECK SUPPORT ANGLE 1"x COLUMN WIDTH+1' W16 2" STANDARD ROUND '"� REINF EXISTING FOR SNOW DRIFT,SEE PLAN.COPE JOISTS AT W18 4" HOLES IN ® FLANGE AS REQUIRED TO FRAME 41 CONCENTRATE W21 31/2" CONNECTION I INTO DECK LEDGE ANGLE. project: 231106 („ LOAD,SEE 9/s5.31 W24 3 1/2" PLATE "^ GR 50 CONNECTION P date: 02.1 1.2025 DEPRESSED PLATE,TYP FOR W27 3 BEAM,SEE PLAN CL PLATE THICKNESS ANGLE W30 3" BEAM AND NO OF BOLTS L4x4x3 8 AT/ SEE SCHEDULE BEAM SEE PLAN TO EACH W33 3" EACH ET C 5 114 1 EXISTING W36 2 1 2 ONSs5.31 " . F HANGER ermit set 0 3 8"FULL HEIGHT STIFFENER PLATE 2 3 4"DIA A325JOIST / 3 SIDES TYP W40 1 3 SIDES RODS EACH SIDE EXTEND PLATE AS 3 16 BOLTS SEE NOTE 1 3/16 SEE SCHEDULE 58"DIA THREADED REQUIRED FOR CONNECTION TO W44 2 1 2 3 16 Q / / N . 1 LSx3x1 4 0 SS 3 / MECH UNIT AND ROD,QUANTITY AND INTERSECTING BEAMS 0 .' ". 3 16 MOUNTING LOCATION PER BRACKET BY 3/16 EQUIPMENT Q 3 16 T,P OTHERS SUPPLIER.,MIN(4) 3/16 HANGERS(ONE AT NOTES: MAX WEIGHT= EACH CORNER) 1. USE LARGER PLATE AND WELD AS MAY BE REQD BY BEAM CONNECTION NOTES: CITY APPROVED PLANS 200 LBS ADDITIONAL SCHEDULE OR BY AISC SPECIFICATION SECTION 32 WELDS. 1. FOR SIZE AND NUMBER OF BOLTS,PLATE THICKNESS AND WELD SIZE, —ro, steel details HANGERS AS REQD 2• FOR BOLTS,WELDS AND SHEAR PLATE,SEE BEAM CONNECTION SEE 1/s5.31 P:NSMusTBE ON JOB SITE SCHEDULE 1/s5.31 2. USE A572 GR50 STEEL FOR ALL CONNECTION PLATES IN THIS DETAIL. FOR ALL INSPECTIONS 13 W BEAM BRACE TO JOIST 14 SUSPENDED E UIPMENT SUPPORT DETAIL 15 CARRIED COLUMN DETAIL 16 DEPRESSED GIRDER TO BEAM 17 DECK SUPPORT ANGLE AT DRIFTING SNOW s5.31 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS REF SHEET:s1.02 REF SHEET:s1.02 REF SHEET:s1.02 Page 134 of 180 BEAM LENGTH AT A V-6"MAXI L/5 #4 @ 24"OC (LI)/3 (L2)/3 #4 @ 12"AT A 1"CLR FROM TYP TYP AT 24"OC MAX AT 24"OC AT B V-0"MAX L/5 #4 @ 24"AT B TOP CONC TYP MAX (201 2"MIN BEARING— 1"CLEAR FROM L2x2x1/4 Ili TYP 3/16 ASS\ONAL F,y� EX1 L=SPAN TOP OF CONC III III STUDS EQUALLY SPACED FULL LENGTH OF BEAM ti TYPICAL v�A W a u,o TYP L2x2x1/4 t1.�. r ICI r I'I 18 w -- CY DECK SEE PLAN REINF Z ti G rr rr NT 04/18/25�0, Type A I BENT PL 3/16"x CONT, MIN DECK " a 9�OF\QP l [20-8-20] T EX2 WITH 1/2"x6"H%3/16 BEARING PER SEE PLAN REINF W O z —___ -- -- _ ____ __ - -- --- 'Yq/N. RISpO� T. 20 STUDS 8 STUDS 20 STUDS T STUDS @ 12" GENERAL NOTES BEAM �, (L1) (L2) 1 STUD 1 STUD I 900 HOOK,SKE r PER AT 24"OC MAX PER 12"f AS REQD 3-12 L DECK SPAN PERPENDICULAR TO BEAM �� Iq rr ill l VALLEY VALLEY TYP PLAN EXAMPLES DECK SPAN PERPENDICULAR TO BEAM l� III BEAM,SEE STUDS /-#4x3'-O"@ 24",1"CLR -Q/. I;I PLAN FOR fl AT A 1'-6"MAX 1'-9" #4 @ 12"AT A FROM TOP OF CONIC SIZE,TYP #4 @ 24"AT B CENTER LINE $— _ _ AT B V-0"MAX V-9" 1"CLEAR FROM TOP OF CONC PLAN DETAIL SPACING SYMMETRICAL 1/2" "HEADED ° ' yoe 6 ABOUT CENTERLINE l STUDS,MATCH 2 STUDS 2 STUDS SINGLE LINE SPACING PLAN SPACING OF#4 BARS ° 1/2"MIN SPACING SHEAR STUDS SEE 1/s5.32 l PER 1 STUD PER VALLEY PER 12"t 1 24"MAX SPACING SHEAR STUDS DETAILS ARE SIMILAR SEE 1/s5.32 l VALLEY VALLEY TYP _ —� —o— —a— �— _ WHERE SLAB OPENINGS DECK SPAN PARALLEL TO BEAM NOTES: Ii CE_NTE_R LINE ________________ ___________________ OCCUR SEE 9/s5.32 1. ALL DECK MUST BE CONTINUOUSLY SUPPORTED AROUND COLUMNS.— II --- — DECK SPAN PARALLEL TO BEAM PROVIDE ANGLES AS SHOWN WHERE SUPPORT IS REQUIRED. NOTES: 2. ANGLES MAYBE OMITED WHERE BEAMS PROVIDE FULL SUPPORT,OR DOUBLE ROW SPACING PLAN NOTES: 1. FOR INFORMATION NOT SHOWN SEE DETAIL ABOVE. WHERE DECK MANUFACTURER DOES NOT REQUIRE SUPPORT. TypeSPACING SYMMETRICAL 7 STUDS 1. FOR INFORMATION NOT SHOWN SEE DETAIL ABOVE. C IIIIII IIIIII IIIIIIIIIIIIIIV IIIIII ABOUT CENTERLINE 2 EDGE OF COMPOSITE SLAB 3 COMPOSITE STEEL CONSTRUCTION 4 SUPPORT OF STEEL DECK AT COLUMNS WELDING PER MFR SCALE:INTS STUD NOTES: REF SHEET:s1.02 SCALE:NTS REF SHEET:s1.02 L III IIIIIIIIIIIII IIIIII RECOMMENDATIONS. 1. HEADED SHEAR STUDS SHALL BE 3/4"DIA NELSON OR EQUAL(D INDICATES DIA OF HEADED SHEAR STUDS STICK WELDING IS STUD). NOT ALLOWED.WELD 2, [#]INDICATES REQUIRED NUMBER OF STUDS.PROVIDE STUDS @ 24"ON CENTER �' WELD STUDS THRU DECK. MINIMUM,ON ALL MEMBERS WITH CONCRETE COVER. PARTIAL CLOSURE STUD TO BE ALIGNED 2 0 TYP ?. TOP OF CONCRETE 3. DECK PERPENDICULAR TO BEAMS:STUDS SHALL BE PLACED IN VALLEYS,EQUALLY STRIP OVER WITH CENTER OF LOW -`° SPACED ALONG BEAMS. RAISED RIBS ONLY FLUTE ONLY Top bF BEAM��- A. WHERE THE NUMBER OF STUDS IS LESS THAN THE NUMBER OF VALLEYS,PLACE A*M STUDS PER TYPE A OR B. 2"MIN 2"MIN B. WHERE THE NUMBER OF STUDS EXCEEDS THE NUMBER OF VALLEYS,PLACE N; (2)#4 x 4'-0"IN CENTER OF u,�PI sd,uL.ary STUDS PER TYPE C. ' 4. DECK PARALLEL TO BEAM:STUDS SHALL BE PLACED EQUALLY ALONG MEMBER,SEE CONCRETE,TYPICAL ALL #4 x 4'-0"@ 24"OC CORNERS DECK CENTERED DECK SPLIT PARALLEL DECK CONDITIONS DETAIL. PLACED 1"CLR FROM �1 n Detail-A 2"MIN TOP OF CONCRETE (PREP ERRS(PREF ERRE D MIN DECK °'".':UZ"� D.ON 3"MINd MIN BEARING PER LESS (1)#4,1"CLR FROM 2 3/4"MIN 1 1/2"MIN GENERAL NOTES TOP OF CONCRETE,TYP 2"MIN WELD WELD THAN 6" PLAN ALL EDGES WELD 1 1/2"MIN A2 ' IN <; WELD S eandodshe STUD TO BE ALIGNED Is document,. T ARCHITEC CONTINUOUS T CLOSER STRIP WITHCENTER OF LOW EDGE PLATE 3/16" --� r-- rprotected by U.S. and '. L JFLUTE ONLY international laws. Use, OR BENT PLATEVERIFY CONDITION, reproduction, or 13/8"MIN 2"MIN LES modification of this SEE 9s5.32CONT 14 GA document without first PLATE obtaining written 1 3/8"MIN permission of erstad TYP ARCHITECTS is prohibited. #4 X 4'-0"@ 24"OC This document may not be PLACED 1"CLR FROM SEE PLAN OR 9/s5.32 DECK NOT CENTERED WELDS AT DECK PARALLEL TO BEAMSn unauthorized y DOUBLE OFFSET SPLIT PREFERRED EDGE 2"MIN TOP OF CONCRETE 3/16 used in an 16 3-12 manner. ®2024 MIN DECK BEARING PER SE CTION PARALLEL DECK CONDITIONS DETAIL GENERAL NOTES GREATER A NOTES: THAN 6' 1. SEE STEEL DECK WELDING SCHEDULE,NOTES AND OTHER DETAILS. SHEAR STUD DETAILS COMPOSITE STEEL DECK CHANGE OF DIRECTION OPENING IN SLAB ON METAL DECK DECK WELDING DETAIL N C G M :�>HEADED CALE:NTS 5 SCALE:NTS 6 SCALE:NTS SCALE:NTS ("') i� 00 SEE PLAN OR ARCH V-6"MAX SEE NOTE 4 1/4"CLOSURE SEE NOTE 4 NOTES: ^ SEE PLAN OR ARCH STEEL DECK -------1/4"CLOSURE PLATE PL.—.—LL OUND ___ ___ 1. ADDED FRAMING IS NOT REQD FOR OPENINGS WHERE CIP TYP Y FOR ROOF MATERIALS ALL AROUND LONG OPENING DIMENSION IS LESS THAN 6". y CONT BENT SUPPORTING 2. FOR STRUCTURE REQUIRED TO SUPPORT PLATE 3/16 MECHANICAL UNIT USE C6x8.2 UNDER ENTIRE MEMBERS,TYP CHANNEL OR 3/16 2-12 3/16 2-12 � (a SEE ARCH FOR ANGLE,(i) OPENING OPENING PERIMETER LINO ON PLAN. DEPTH OF ROOF SEE TABLE + CHANNEL OR ANGLE, 3. SEE MECH FOR EQUIPMENT MOUNTING,ATTACHMENT ®I ® _ 1/2"DIA NET EFFECTIVE (ii)SEE TABLE OPENINGS,ETC SEE PLAN FOR DECK PUDDLE WELDS EACH 5'-0'MAX A B 4. COMPOSITE SLAB OR ROOFING SEE PLANS AND ARCH 3/16 3-12 SIZE,WELDING, VALLEY AND @ 12"OC E B p DRAWINGS.WHERE HARD ROCK CONC OCCURS DIRECTION,ETC PARALLEL EDGES,TYP A TYP I. 2" 1/2"CLR 2" 1/2"CLR PROVIDE 3/4"DIA x 8"NELSON HEADED STUDS @ 24" BEAM SEE PLAN 2"MIN EQUALS THICKNESS OC FOR SIZE SEE SCHEDULE FOR NUMBER DECK BEARING TYP C A OF ANGLE 5. CONNECTION AT TOP CHORD PANEL POINT.IF NOT O (3)SIDES (3)SIDES 3/16 AT PANEL POINT,FIELD INSTALL L2x2x1/4 FROM OF BOLTS AND SIZE OF TYP 3/16 �(i)SEE TABLE TYP 3/16 �116VPLATES FOR ADDITIONAL a..E ' SEE TABLE FOR FRAMING POINT OF LOAD TO NEAREST PANEL POINT ON PROVIDE EDGE OF DECK SUPPORT MEMBERS SIZE 12'-0"MAXJOIST TOP CHORD INFO SEE DETAIL ANGLE 3 16 3-12 L5x3x1/4 LLV-LH SERIES E FRAMING MEMBER, BOTTOM CHORD. SHORE JOIST DURING WELDING. TO BEAM 3/16 3-12 L2 1/2x2 1/2x1/4-K SERIES E B TYP FOR OW]SEEOp C]P,T� V 8"DIA OR A SERIES OF JOIST WEB MEMBER FRAME MEMBER SIZES � PENETRATIONS WITHINEff 3/16 6 AN E SQUARE MAX IS (iii)SEE TABLE SEE NOTE 5 3/16 TYP OPENINGS WITH LONGEST DIMENSION CONSIDERED TO BE A v BETWEEN 2'-0"-5'-0" ®I SINGLE OPENING (i) C6x8.2 ®I I® /�� (,� L4x3x1/4 LLVCONT ®I ® V/ SEER BENT ®I ® �0 PLATE 3/16 L3x3xl/4 EXTEND FRAME (iii) L7x4x1/2xO'-3"LLV MIN � L SEE ARCH FOR ANGLES 4 FLUTES MEMBER DEPTH OF ROOF PAST OPENING TYP 3/16 ' 3'-6"MIN CL OPENINGS WITH LONGEST DIMENSION w, C OF ADJ OPENINGS LESS THAN 2'-0" 4) *TYPICAL ANGLE TO ANGLE OR (i) L3x3x1/4 BACKING BAR AS BEAM SEE PLAN ^^++ 04 ANGLE TO CHANNEL WELD (ii) L3x3x1/4 REQD FOR SIZE W (� n 8 EDGE OF ROOF DECK 9 OPENING IN STEEL DECK 10 BEAM TO BEAM MOMENT CONNECTION SCALE:NTS SCALE:NTS SCALE:NTS REF SHEET:s3.01 REF SHEET:s1.03 revision: no. desc. date 3'-0"MAX 3 16 2-12 4'-0"MAX T-O"MAX 4'-0"MAX 3/16 2-12 3/16 2-12 3/16 2-12 3/16 2-12 ROOFING,SEE ARCH 3/16 2-12 BENT PL 1/4"CONT SEE STEEL 1 WITH 3/4"DIA x 6" #5x12'-0"@ 12"OC, BENT PL 1/4"CONT #5x12'-O"@ 12'OC, MIN DECK BEARING, l ROOFING,SEE ARCH MIN DECK BEARING, NELSON STUDS @ 24"l DECK 1"CLR FROM WITH 3/4"DIA x 6"NELSON 1"CLR FROM SEE GENERAL NOTES L4x4x5/16 SEE GENERAL NOTES OC SCHEDULE TOP OF CONCRETE STUDS @ 24"OC l TOP OF CONCRETE L4x4x5/16 I ——————————— --------------------- ----------------- --1 -- --- - ------ --- +I Project: 231106 PL 3/8 +I +I date: 02.11.2025 +I PL 3/8 PL 3/8 3/16 6 +I PL 3/8 3/16 6 3/16 3 3 16 3 FULL DEPTH STIFF 3/16 3/16 3 TYP 3/16 3/16 3 PLATE EACH SIDE, TYP 3 16 6 3/16 3/16 6 TYP 3 16 L3x3x1/4 BRACE FULL DEPTH STIFF L4x4x1/4 BRACE SEE 3/s5.31 / @ 4'-0"OC PLATE EACH SIDE, L3x3x1/4 BRACE L3x3x1/4 TYP ALIGNED WITH EACH L3x3x1/4 BRACE SEE 3/s5.31 @ 6'-0"OC MAX permit set TYP @ 4'-0"OC TYP 3/16 2 TYP PL 1/4xAS REQD BEAM,6'-0"OC MAX 3/16 3 PL 1/4xAS REQD 3/16 3 TYP 3/16 3 steel details CITY APPROVED PLANS w.dM ma,rompu,".. PLANS MUST BE ON JOB SITE 11 EXTENDED EDGE OF FLOOR SLAB 12 EXTENDED EDGE OF ROOF DECK FOR ALL INSPECTIONS s5 32 SCALE:NTS SCALE:NTS REF SHEET:s1.02 Page 135 of 180 COLUMN,SEE PLAN 5\ONAL SEE PLAN F ROOF DECK, FINISH LAYER,SEE ARCH�I I I o��S 1 i i BEAM,SEE PLAN I.\,p 1/4 L3x3x1/4 CON 1 FASCIA BEAM, P/16"LAT CAP ROOF LDAEECK AND 1/4 1/4 BEAM,SEE PLAN 1o�LiaLz 8 SEE PLAN PLATE 3/16"CAP DECK SUPPORT (3)SIDES SLOPE PER ARCH I I ------------- ------ PLATE 3/16 ATTACHMENT, np 4 4'OF\Qp ---- - I 1 BEAM, L4x4x3/8x0'_4" 9jM. RIs I SEE PLAN i I I ----f ---- ---------- ---J1 I I f---- --- L4x4x1/4x0'-31/2" I I ----- - - ----- I 1 3/16 COLUMN, 1 1 1 SEE PLAN 1 4 1 4 SEE NOTE 2 1 1 BEAM,SEE PLAN 3/16 3-12 wo BEAM,WHERE BEAM, I 1/4 1/4 OCCURS 1 1 1 COLUMN,SEE PLAN 3/16 1 SEE PLAN CAP PLATE 1 1 --------------------------------1 3 SIDES I/4 1/4 AS REQUIRED L1� II 3/16 NOTES: NOTES: II 1. WHERE EXTERIOR FINISH IS BRICK VENEER,14 GA CONT U-SHAPED BENT 2. ORIENTATION VARIES BY 1. GRIND AND PROVIDE 1 BY LOCATION. FILET WELD AT INTERSECTION. w. PLATE IS TO HAVE BENT LEG LAID IN GROUT BED. ■, Ilr 1 ENTRY CANOPY SECTION 2 BEAM TO BEAM DETAIL 3 BEAM TO COLUMN DETAIL 4 CANOPY SECTION 5 BEAM CONNECTION TO COLUMN DETAIL uul uuuuuullul llllll SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS III REF SHEET:s4.01 REF SHEET:s4.01 REF SHEET:s4.01 REF SHEET:s4.01III IIIIIIIIIIIII TOP AND 9 11 GRID 1/4 3"MIN BOTTOM s5.33 s5.52 BENT PLATE, 1 1/2"DIA HILTI KB-3 SEE 2/s5.32 1 1 WITH 3 1/2"EMBED,TYP -7CAP PL 1/4 1 PL 1/4xCOLUMN A*M WIDTHxAS REQD COLUMN 1 CONCRETE OVER _ J WIDTH 6" BEAM, FLOOR solo,�PlsYOaLeOqu*lulunuemue,PN BTC-P4 1 4 L5x5x5/16x0'-5"EACH SIDE 2" METAL DECK, SEE PLAN 3/8 BEAM,SEE PLAN OF COLUMN WITH(2)3/4" '`'�` SEE PLAN I (1/4) DIA THRU BOLTS CENTERED I I ----------- IN -- - ----- 1 _______ ___ -- MODIFIED 3"LONG SLOTTED HOLES TYPICAL STUD WALL . '- -. FRAMING,SEE PLAN1 1 1 --------- - TYP AT CARRIED COLUMN 12 ---------- 1TO STEEL BEAMEACH 1 --�- - This document is the 3/8"x3"TALL PLATE 1/4 CONNECTION, 1 1 _ property of erstad ANGLE BEASEE 15/s5.31 L6x6x1/4xO'-4" COLUMN, ARCHITECTS and is 3 SIDES CO SEE PLANprotected by U.S. and 1/4 WH 1 1 1 international laws. Use, BEAM,SEE PLAN SEELJ V-6"MAX 4" 4" 2" reproduction, or COLUMN,SEE PLAN FULL DEPTH OO TYP 1 modification of this i STIFFENER PLATE l o MIN document without first 1 EACH SIDE,FOR obtaining written ANGLE,SEE PLAN OO / permission of erstad CONNECTION I po BENT PL: 2x8 ARCHITECTS is prohibited. SEE 1/s5.31 L CMU WALL,SEE PLAN This document may not be COLUMN, 28 used in any unauthorized SEE PLAN 6"� manner. 02024 BEAM,SEE PLAN BEAM,SEE PLAN NOTES: 1. VERIFY LOCATION OF WALL REINFORCING PRIOR TO INSTALLING ANCHORS. 2. DO NOT CUT OR DAMAGE WALL REINFORCING. BEAM CORNER DETAIL OFFSET COLUMN TO EDGE OF FLOOR DECK POP-UP FRAMING HSS BEAM TO COLUMN COLUMN TO MASONRY PLATE CONNECTION N � U10 6 SLE:NTS SCALE:NTS SCALE:NTS 9 SCALE:NTS SCALE:NTS Or)REF SHEET:s4.01 REF SHEET:s1.02 REF SHEET:s5.33 REF SHEET:51.02 1 00 FULL DEPTH ^ CONNECTION/STIFF PLATE FRAME BEAM SO KSI FULL HEIGHT Y " BENT PLATE, EACH SIDE(36 KSI), STIFFENER PLATE EACH • (/� SEE 2/s5.32 THICKNESS TO BEAM CONNECTION MATCH BEAM CONNECTION T' SIDE PER 3/55.31 SEE METAL ROOF DECK, PER MINIMUM BEAM,SEE PLAN SEE PLAN THICKNESS=3/8" W BEAM AS OCCURS }/ ----------- FULL HEIGHT MOMENT 1 "� CAP PL 1/4 Z STIFFENER PLATE FRAME BEAM ®® BEAM,SEE PLAN BLOCK N EACH SIDE OF BEAM W BEAM A5 OCCURS FLANGE WEB PER 3/s5.31 LSx5x5/16x0'-5"EACH SIDE ®® ROOF DECK, 12a HSS,SEE PLAN ONES __________ OF COLUMN WITH(2)3/4" SEE PLAN s5,33 _ t -- ----------- DIA THRU BOLTS CENTERED _ r �z IN 3"LONG SLOTTED HOLES 11 ® O 2„ v BEAM,SEE PLAN ---- 1� +in 14 ------ 11 ---- 1 in x p -- ------------ 1/4 HSS BEAM,SEE PLAN I1 FOR BRACE Il 1 L_ L3x3x1/4x4'-0"MAX INFORMATION, COPE AS REQUIRED JOIST,SEE PLAN j1 (3)SIDES 1 1/4 3�, WELD SIZE PER 1/s5.31 v 1 WHERE REQUIRED(SEE NOTES) COLUMN,SEE PLAN SEE 4/s5.31 1/4"MIN THICKNESS CAP BOTTOM PLATE ^+ O PLATES,TYP CAP PL 1/4"MIN WHERE REQUIRED ADD AS MANY BOLTS AS GEOMETRY W V JOIST,SEE PLAN L-A BEAM,SEE PLAN 4 THICKNESS SEE NOTES 2 AND 3 ALLOWS.THESE BOLTS ARE THE / PLAN VIEW ~ SAME DIAMETER AS THOSE ++�11 PLAN SYMBOL TYP EACH REQUIRED BY SCHEDULE ON 1/s5.31 END OF > L 1/4 ' NOTES: BRACE 1. BOLT CONNECTIONS SHALL BE SLIP CRITICAL. 2. PROVIDE BOTTOM PLATE WITH THICKNESS TO MATCH STIFF PLATE THICKNESS IIIIIIII. r FOR d>D/3 A+ CV 3. CONTRACTOR OPTION TO PROVIDE ANGLE BRACE PER DETAIL 14/s5.33 IN Y/ to LIEU OF BOTTOM PLATE. 11 COLUMN TO ROOF BEAM CONNECTION 12 HSS BEAM TO W-BEAM 13 FULL HEIGHT CONNECTION 14 ALTERNATE FULL HEIGHT STIFFENER CONNECTION SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS REF SHEET:s1.02 revision: HSS GUIDE RAIL, STEEL DECK,SEE PLAN no. desc. date SEE PLAN CONCRETE FILLED METAL a o_ DECK(DECK ORIENTATION 1"MAX BASE PLATE AND j VARIES),SEE PLAN SEE NOTES ANCHORAGE, CONCRETE FILLED SEE 15/s5.33 METAL DECK OR N CONCRETE SLAB ON GRADE,SEE PLAN FULL HEIGHT STIFFENER 1 - _ PLATE EACH SIDE FULL HEIGHT STIFFENER TO ALIGN WITH - --0 PLATE EACH SIDE BEAM,SEE PLAN GUIDE RAIL,SEE 3/S5.31 project: 1 1. 1 06 TO ALIGN WITH date: 02.1 1.2025 3-SIDES HOIST BEAM, 1 1/4 GUIDE RAIL,SEE 3/55.31 SEE PLAN I ELEVATOR J 1/2"THICK PLATE 1 o C a permit set OPENING WITH(4)5/8"DIA _ 3/16 7- 1 1 Q 7/8"DIA THUR BOLT WITH HILTI KB-TZ WITH 4" 3/16 1 WASHER.HAND TIGHTEN 1 MIN EMBED NUT AND SPOIL THREADS KICKERS TO ALIGN 1 ON BOLT.PLACE BOLT IN WITH HSS TYP,SEE 8/S5.32 1 71 00 CENTER OF SLOT -, L7x4x1/2(LLV)EACH 3/4"DIA THRU BOLT 1 L7x4x1/2(LLV)EACH SIDE OF HSSS WITH j CENTERED IN o j SIDE OF HSSS WITH 3"VERT SLOTTED HOLE SLOTTED HOLE EDGE OF CONCRETE HSS GUIDE RAIL, 1 3"VERT SLOTTED HOLE SEE PLAN 1 TYP EACH HSS GUIDE RAIL, steel details 2 1/2"TY 3"TYP 5/16 ANGLE SEE PLAN CITY APPROVED PLANS PLANS MUST BE ON JOB SITE A( A( ELEVATOR GUIDE RAIL POST BASE � GUIDE RAIL FRAMING AT ELEVATOR OPENING GUIDE RAIL FRAMING AT ROOF FOR ALL INSPECTIONS S 5 33 1 SCALE:NTS 1"j SCALE:NTS 1� SCALE:NTS REF SHEET:s4.01 REF SHEET:s1.02 REF SHEET:s1.03 Page 136 of 180 DRILL STRESS RELIEVING HOLE PRIOR TO SLOTTING SEE PLAN FOR BEAM SIZE S\0NAL F TUBE,HOLE SHALL o�ES BE 1/8"LARGER THAN PLATE WIDTH , / STIFF PL 3/8 EACH (3)SIDES,TYP ' SIDE OF BEAM WEB 3/16 $ $ 04/18/25�O OF t0P __—_—_ /, ' BRACE CONNECTION SCHEDULE A y9/M Rt% /r _ _ ________ � r__________ ---CENTERLINE GUSSET PLATE SLOT BRACE AT ' %\ BEAM LINO TYPE THICKNESS W1 Ll CENTERLINE UNO, j �� WIDTH SHALL BE i Al 1 1/2" 1 1/4" 24" PLATE WIDTH Wl Ll NS AND FS PLUS 1/16" GUSSET PLATE SEE SCHEDULEy NOTES: IBRACE I Wl Ll 1. WELD LENGTH"L"SHALL BE AT LEAST HSS 6X6 5/16 6 Wl LS SEE EQUAL TO THE WIDTH OF THE BRACE. 2. WELD SHALL START FROM THE END r' Wl Ll NOTE 1 � OF THE BRACE. 3. WELD LENGTH SHOWN IS MINIMUM BRACE MEMBERS SEE PLAN OR REQUIRED. ELEVATION FOR SIZE. FOR pIIIII WELDING,SEE 1/s5.34 III HSS BRACE CONNECTION -TYPICAL HSS BRACE CONNECTION A 1 SCALE:NTS SCALE:NTS VI IIIIII REF SHEET:52.01 CENTERLINE OF COLUMN LIIII IIIIIIIIIIIII IIIIII Ip wQ GUSSET PLATE,SEE CENTERLINE OF COLUMN t SCHEDULE = w O w O m BRACE MEMBER,SEE PLAN In 0 w�S x a J BRACE CONNECTION SCHEDULE B Wl Ll O w O z 'A',SEE OR ELEVATION FOR SIZE GUSSET PLATE CONNECTION ADDED Wl Ll SEE NOTE 1 10 N 3 w a O NOTE 3 AND SEE 1/55.34 FOR TYPE THICKNESS PLATE THICKNESS Wl Ll W2 BOLTS o �*Z w r 0 r WELDINGA*WA no E w w o in r',/r Bl 1/2" 1/2" 1/4" 12" 1/4" 3 BRACE MEMBER,SEE PLAN ¢ n o o a¢Ud " '/ ' BRACE CONNECTION SCHEDULE C 12 l r r OR ELEVATION FOR SIZE '/'' W1 Ll NOTE 1 l MAX AND SEE 1/s5.34 FOR GUSSET PLATE xwx�.E�. W1 -I SEEIbl sawFeary,ui I Nbueueryue,xm X, r WELDING TYPE THICKNESS Wl Ll W2 L2 „ BEAM,SEE PLAN /.fir Cl 1/2" 1/4" 12" 1 1/4" 12" . M - - - - - - - - 0 I, FOR SIZE 1/2„ ®ff D.0,N I I ! NOTES: I I I GUSSET PLATE,SEE - - - - - - a w M 1. WELD LENGTH SHOWN IS MINIMUM,PROVIDE WELD FOR FULL LENGTH OF + r' SCHEDULE 0 _ _ _ N F _ CENTERLINE JOINT WHERE LONGER PLATE IS REQUIRED. ' X r NOTES: `O BEAM LINO 2. ALL BOLTS SHALL BE 1"DIA A325-SC. ��/r 1. WELD LENGTH SHOWN IS MINIMUM,PROVIDE WELD FOR FULL LENGTH OF This document is the ' - m Z ' W2 L2 JOINT WHERE LONGER PLATE IS REQUIRED. property of erstad — — — — — -�__ ® 3. A 1"MAX OFFSET FROM EDGE OF SHEAR PLATE OR TOP OF BEAM TO BRACE ' SEE NOTE 1 ARCHITECTS and is w WILL APPLY TO WHICHEVER DISTANCE,EITHER W OR'B',IS SHORTER. W2 L2 protected by U.S. and p BEAM ®II ` BLOCK FLANGE /I WHERE OCCURS �` \` CONNECTION PLATE, TOF international laws. Use, F O ®J ` doc ment;onithout first N ` CONNECSEE TION modification of this w ` w E,N BRACE, W2 obtaining written WHERE OCCURS W2 This permIssion 0,documentemayd of be ARCHITECTS is prohibited. used in any unauthorized manner. 02024 HSS BRACE CONNECTION B HSS BRACE CONNECTION C N T- 3 SCALE:NTS 4 SCALE:NTS M REF SHEET:s2.01 REF SHEET:s2.01 M 00 IM �i r E 0 p W V }+ +�+ `� L ^/ O W � N revision: no. desc. date project: 231 106 date: 02.1 1.2025 permit set CITY APPROVED PLANS PLANS MUST BE O ONN JOB SITE steel details S FOR ALL INSPECTIONS s5.34 Page 137 of 180 CONVERSION CHART SHAPE DESIGNATION FLANGE WIDTH 'A' DEPTH OF TRACK STUD SCREWS TO TRACK SCREWS TO MIL GAUGE NOTES Fy(KSI) S125 1.25" SECTION THICKNESS WELD SIZE Fy Fu OR STUDS JAMB JAMB 18 25 DRYWALL 33 S137 1.375" (mils) (IN) (GA) (IN) (ksi) (ksi) 12" (2)ROWS OF (1)ROW OF 4 TOP 43 0.0451 18 0.0451 33 36 4 EACH SIDE AND BOTTOM S�0NAL F / 27 22 DRYWALL 33 S-SECTIONS 5162 1.625" s Nc 54 0.0566 16 0.0566 33 36 (16)TOTAL (8)TOTAL UPTURNED T125 TRACK, o� E F 9 30 20 DRYWALL 33 S-SECTIONS S200 2" USE SAME GAGE AND 33 20 STRUCTURAL 50 5250 2.5" 68 0.0713 14 0.0713 33 36 10" (2)ROWS OF (1)ROW OF 4 TOP #10 SCREWS DEPTH AS WALL.TURN 3 EACH SIDE AND BOTTOM I8 8 43 18 STRUCTURAL 50 U-SECTIONS U50 .50" 97 0.1017 12 0.1017 33 36 (12)TOTAL (8)TOTAL @ 24"OC TO DOWN WHERE NEEDED N o4LiRrz5 p EACH MEMBER �I r 54 16 STRUCTURAL 50 F-SECTION5 F125 1.25" 43 0.0451 18 0.0451 50 54 8" (2)ROWS OF (1)ROW OF 3 TOP BELOW .1 OF taP� 68 14 STRUCTURAL 50 T125 1.25" 54 0.0566 16 0.0566 50 54 3 EACH SIDE AND BOTTOM y41 M. 97 12 STRUCTURAL 50 T-SECTIONS T150 1.5" 68 0.0713 14 0.0713 50 54 (12)TOTAL (6)TOTAL ®o� U-SECTIONS 97 0.1017 12 0.1017 50 54 6" (2)ROWS OF (1)ROW OF 3 TOP 118 10 STRUCTURAL 50 T200 2" LIGHT GA STEEL 3 EACH SIDE AND BOTTOM EXAMPLE CALL OUT: 60OS162-54 (12)TOTAL (6)TOTAL III HEADER,SEE 600: SIZE=6" A' PLAN F-SECTIONS S: SECTION DESIGNATION(STYLE)=S STUD 4 2 EACCH SIDE WS OF (1AND BOTTOM OP III �.�4+ 162: 1.625"FLANGE WIDTH UPTURNED T125 54: .054 THICKNESS (8)TOTAL (6)TOTAL III TRACK,USE SAME GAGE D DEPTH REFER TO STEEL STUD MANUFACTURERS AS WALL ASSOCIATION(SSMA) NOTES: 1. FY=THE MINIMUM YIELD STRENGTH OF THE CONNECTED PARTS #10 SCREWS T-SECTIONS FU=THE MINIMUM TENSILE STRENGTH OF THE CONNECTED PARTS ADDITIONAL HEADER 2. WHEN CONNECTING MATERIALS OF DIFFERENT THICKNESS OR TENSILE STUDS IF SPECIFIED @ 8"EACH SIDE TYP STRENGTHS,USE THE WELD SIZE FOR THE LIGHTER GAUGE SECTION. Vlllu.. II 3. WELD PROCEDURES ARE BASED ON SECTION E2 OF THE AISI CODEAND NOTES: YYYVYYYYYI AWS D1.3. 1. ALL CONNECTIONS ARE TO BE MADE WITH#10 SCREWS. NOTES: 4. STEEL STUD SECTIONS MUST BE AT LEAST 18 GAUGE MINIMUM FOR WELDING. 1. FOR CONNECTION TO JAMB,SEE 6/s5.51 1 LIGHT GAUGE STEEL THICKNESS TABLE 2 STEEL STUD/JOIST SECTION INDENTIFICATION 3 STEEL STUD/JOIST WELDING 4 STEEL STUD/JOIST CONNECTION SCHEDULE 5 TYPICAL BOX HEADER ul uuuuuuuul llllll SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS BEND PORTION OF WEB USE THIRD STUD CUT TRACK TO ALLOW WHERE APPLICABLE JAMB WITH(3)#10 SCREWS DOWN AND FASTEN TO I EXTENSION FLANGES i FOR CONNECTION I I SCREWS PLACED 00 WITH(2)#10 SCREWS SCREWS TOP AND -�,/ 1/2"FROM EDGE OFA*M BOTTOM TO MATCH i STUD 6"STRAPuJAMB #10 SCREW @ 24"OC BOXED HEADER TAB NUMBER AND SIZE ® \ �. i JAMB.EACH SIDE AS X� u,J"I"+Ivw.aw,"*INluyueryue,"" SPECIFIED FOR SILL � 1 1/2"x STUD WALL JAMB STUDS PER PLAN I I TOP AND BOTTOM JAMB.EACH SIDE OF WIDTH x HEADER GA TRACK WITH 1 1/2" i� I I FLANGE AND BENCONNECTION SCREWS FROM TRACK TRACK FLANGE-MATCH TYP JAMB @ 24"OC �.�� (3"MIN)FOR TO JAMB TO MATCH (2)#10 SCREWS CONNECTION TO J TOTAL NUMBER FROM WALL STUD GAUGE i @ 24"OCR"�®ff ""� CUT TRACK OPTION II J SCREWS, HEADER TO TRACK A JAMB STUD SEE PLAN I - N SEE SCHEDULEJAMB STUD/TRACK TRACK WITH 1 1/2" CLIP ANGLE L2x2 x STUD GA SEE SCHEDULE This document is the TRACK OPTION TRACK OPTIONFLANGE-MATCH TYP NOT LESS THAN 1"SMALLER property of erstad WALL STUD GAUGE THAN THE STUD DEPTH (3)#10 ELEVATION PLAN VIEW ARCHITECTS and is JAMB STUDS, STRAP OPTION protected by U.S. and SEE PLAN WITH(3)#10 SCREWS IN SCREWS international laws. Use, SCREWS,EACH \ EACH LEG AT EACH PLAN VIEW reproduction, or SIDE OF HEADER, STUD 2-24 modification of this SEE PLAN AND 4/s5.51 JAMB STUDS PER PLAN 224 document without first FOR TYPICAL HEAD FOR TYPICAL HEADER E EQ r o alning written permission of erstad CONSTRUCTION, CONSTRUCTION, I ARCHITECTS is prohibited. SEE 5/s5.51 SEE 5/s5.51 JAMB STUDS, STRAP OPTION I USE THIRD This document may not be SEE PLAN CLIP ANGLE OPTION o ELEVATION JAMB STUDSTUD WHERE used in any unauthorized SEE PLANS I APPLICABLE manner. ®2024 I L CUT FLANGE/BENT WEB OPTION TRACE JJ NOTES: STRAP WELD OPTION 1. INVERT DETAILS FOR HEAD TRACK CONDITION. PLAN VIEW BOXED HEADER TO JAMB CONNECTION SILL AND HEAD TRACK CONNECTIONS TYPICAL JAMB DETAIL N � M 6 SCALE:NTS SCALE:NTS 8 SCALE:NTS Or) TRACK BLOCKING @ 48"OC HORIZONTALLY AND AT WALL e y DOUBLE STUDS, ENDS.GAUGE TO MATCH WALL (2)#10 SCREWS AT SEE PLAN-BACK STUDS. VERT TAB,TYP AT 4 TO BACK EACH END STUD SIZE AND SPACING WELD OPTION: 4./ r 14- (4)#10 EACH FLANGE, PER PLAN CLIP FLANGE BLOCKING TOP TRACK 1-18 4 BOTH SIDES AND BEND TO FORM AISC MAX 1 � FULL HEIGHT CLADDING 1/8 1 TYP (8)#10 SCREWS @ VERT TAB.ATTACH TO (2)#10 SCREWS @ 12"OC TO SIDE(MIN).ATTACH STUD SIZE AND (T OC STAGGERED I TO BLOCKING WITH#10 STUD WEB WITH(2)#10 SPACING PER PLAN (TYP � �+ d 2"EACH SIDE OF CENTER LINE (15)#10 TOTAL SCREWS AT 8"OC AND SCREWS AT EACH END. EACH SIDE OF EACH SIDE OF SPLICE (3)ROWS OF(4)#10 MIN(1)#10 SCREW AT ® SPLICE). ^^++ AT WEB EACH STUD,TYP ® CONTINUOUS W O BACKED.WELDED BACKED.SCREW ATTACHED e 18 GA x 1 1/2"STRAP � �F z ® WITH(1)#10 SCREW 1�l (Q CENTER OF SPLICE__ _ f ® ® ® TO EACH STUD AND � o e #10 SCREWS AT 8'OC SCREW OPTION: I" D DOUBLE STUDS, U SEE PLAN-FACE M TO BLOCKING.KEEP BRIDGE CLIP WITH(2)#10 CENTER SPLICE TO FACE I STRAP TAUT. SCREWS TO STUD AND(2) BETWEEN ADJOINING 1-18 #10 SCREWS TO BRIDGING STUDS. ^+ CLIP WEB TO FORM A CHANNEL,TYP W V ® HORIZ TAB.ATTACH METAL STUD TO D STUDS AS NOTED TO STUD WITH(1) MATCH SIZE AND GAGE ON PLAN #10 SCREW EACH SIDE 16 N COLD ROLLED OF WALL STUDS L I CHANNEL AT 48"OC MAX STUD ` o NOTES:PROVIDE HORIZ IS 1/2" / 0 BOXED,WELDED T125-54 TRACK AT SPLICE STRAPPING/BLOCKING MAX MIN TRACK TO MATCH AT 3RD POINTS OF STUD �' r STUD SIZE HEIGHT OR 48"OC ^+ (V BLOCKING OPTION WHICHEVER IS SMALLER CRC OPTION W to DOUBLE STUD DETAIL i VERTICAL SPLICE DETAIL WALL STUD BRIDGING i TOP TRACK SPLICE 9 SCALE:NTS 10 SCALE:NTS 11 SCALE:NTS 1 SCALE:NTS revision: no. desc. date project: 231 106 date: 02.1 1.2025 permit set cold formed CITY APPROVED PLANS details ew.eh.r*e.mmW.a. PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS s5.51 Page 138 of 180 EDGE OF sA92 CONCRETE ply )p DOUBLE STUD EDGE DISTANCE #12 MAXIMUM CONNECT w SCREW EDGE - _ O�F9S\0 E AI F Gay #10 SCREW(TYP) MINIMUM MEMBER THICKNESS OF CONNECTED PARTS w¢ DISTANCE � CONNECTION MINIMUM MINIMUM TYPE L~iJ _ STUDS MUST BE FULLY 18 8 DESCRIPTION FASTENER SPACINC FASTENER EDGE MINIMUM EDGE - SEATED AGAINST N 34/18/25 O SPACING 11 w z DISTANCE TO COLD- _ BOTTOM TRACK WALL STUD SIZE, r DISTANCE `'Ia-.�-� 9� 10P SCREWS IN COLD- 3/4" 3/8" A r Q FORMED MEMBER TO ° - COLD-FORMED GAUGE AND SPACING,SEE PLAN y9j�oRts��� FORMED STEEL LL N BE THE SAME AS J�FASTENER MEMBER PROVIDE DOUBLE STUD HOLDOWN(SEE FOR SCREW �I` SPACING ADDITIONAL SHOT #10 SCREW WHERE PLAN FOR SIZE SHOT PINS IN 4" 3" B SCREW CONNECTION SHOT PIN CONCRETE CONNECTIONS PINS WITHIN 3"OF FASTENING CHART CONCRETE o EACH SIDE OF JAMBS t�P) HOLDOWN AND LOCATION) WALL CONDITION FASTENING REQUIREMENT OCCURS SHOT PINS IN STEEL 1" 1/2" C STEEL EDGE OF 1 1/2"MIN TRACK FLANGE 1 AND 2 STORY (1)SHOT-PIN @ 12"OC,PROVIDE TYPICAL EXT OR INT CORNER EXT CORNER WITH HOLDOWN EDGE MEMBER w EDGE MASONRY EXTERIOR (1)SHOT-PIN WITHIN 3"OF WALL SHOT PINS IN 1 PIN PER 4" D u DISTANCE TOP OF DISTANCE w z BOTTOM TRACK IS SAME STUD WALLS END OR JAMB #10 SCREW MASONRY INDIVIDUAL COLD- a MASONRY PER INDIVIDUAL 1 AND 2 STORY (1)SHOT-PIN @ 24"OC,PROVIDE �•P) #10 SCREW CONCRETE FORMED w I~iJ GAUGE AS STUD �P) MASONRY UNIT MEMBER L o CELL FP INTERIOR BEARING (1)SHOT-PIN WITHIN 9"OF WALL CELL w z CONCRETE SLAB OR a STUD WALLS END OR JAMB I~iJ •I• LIGHT DECK,SEE PLAN NOTES: o - �..�, GAUGE 1. FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS AND FASTENER �w DGER #10 SCREW EACH +' C7 H LE SPECIFICATIONS WHEN INSTALLING FASTENER. z a¢ SIDE AT EACH STUD 2. IF MANUFACTURER REQUIRES LARGER SPACING OR EDGE SPACING a 0 z MORTAR NOTES: plllll, DISTANCE,THOSE SHALL GOVERN OVER DRAWINGS. LL [�f 1"MIN AT JOINT SEE CHART FOR 1. ALL"SHOT-PINS"SHALL BE POWDER ACTUATED FASTENERS PER THE YYYVYYYYYI BEARING WALL BEARING WALL TYPICAL 3. ALL'SHOT PINS'SHALL BE POWDER ACTUATED FASTENERS MOTAR JOINTS SHOT-PIN COLD FORMED SECTION OF THE GENERAL STRUCTURAL NOTES. TYPICAL INT CORNER INT INTERSECTION PER THE COLD-FORMED SECTION OF THE GENERAL LINE OF WEB REQUIREMENTS STRUCTURAL NOTES. SHOT PIN STEEL SHOT PIN MASONRY OF CMU WALL INTERSECTION CONNECTION SPACING AND EDGE DISTANCES BOTTOM TRACK ANCHORAGE TO CONIC SLAB-ON-GRADE OR ELEVATED DECK uuuul Illllllluuuul IIIIII 1 SCALE:NTS SCALE:NTS SCALE:NTS CONCRETE OVER (3)SHOT PINS AT CONCRETE OVER (3)SHOT PINS AT STEEL DECK, EACH STUD STEEL DECK, EACH STUD SEE PLAN SEE PLAN ROOF DECK M _ _ (3)FLUTES MIN ATTACH TO STUD WITH ;r � (3)#10 SCREWS A*M 2"SLOTTED SLIP T150 TRACK CONT, L3x3x14 GA BENT PL #10 SCREW EACH I I #10 SCREW EACH I I �°` sou,IPIsdIL.L.aw,"*INluyueryue,"N SIDE OF EACH STUD TRACK,SEE SCHEDULE SIDE OF EACH STUD MATCH STUD GAUGE ATTACH TO DECK WITH ��° ` CLOSURE PLATE FOR GAUGE (4)#10 SCREWS (3)FLUTES MIN AT EACH S SLB OR EQUAL � AT EACH STUD AND ONE ON ATTACH TO STUD WITH I I CONCRETE OVER „„„„",,,„„,•,,..,,,a, STUD ALIGNMENT WITH DECK FLUTE STUD ALIGNMENT WITH DECK FLUTE `� CONCRETE OVER EACH SIDE OF JAMBS, STEEL DECK METAL DECK (3)#10 SCREWS COORDINATE APPROPRIATE L KICKER CLIP SIZE WITH STUD SIZE. _ CONCRETE OVER (3)SHOT PINS AT EACH STUD CONCRETE OVER ROOF DECK PARALLEL INSTALL PER MANUF j O O Hi STEEL DECK, STEEL DECK, (2)SHOT PINS AT EACH FLUTE, L3x3x14 GA BENT ------- SEE PLAN (3)#10 SCREWS EACH PLATE SEE PLAN (4)SHOT PINS TOTAL PER STUD PLATE,ATTACH TO This document is the �• DECK WITH(4)SHOT I 1„ property of erstad ROOF DECK ��• PINS ATTACH CLIP TO CLOSURE MAX ARCHITECTS and is PLATE WITH(4)SHOT PIN I I protected by U.S. and PL316"AT EACH KICKER ________________________ KICKER �� \ FASTENERS. international laws. Use, 18x4"x 2 DECK #10 SCREW EACH 18x4"x 2 DECK or � O I O I I modification of this FLUTES @ 16"OC SIDE OF EACH STUD FLUTES @ 16"OC `� document without first ^'u / TYPICAL STUD/JAMB obtaining written #10 SCREW EACH 2"SLOTTED SLIP TRACK, (3)#10 SCREWS T150 TRACK CONT, SEE PLAN permission of erstad SIDE OF EACH STUD SEE SCHEDULE FOR GAUGE EACH PLATE MATCH STUD GAUGE ROOF JOIST FLOOR DECK ARCHITECTS is prohibited. 316 This document may not be 3/16 used in any unauthorized STUD ALIGNMENT NOT WITH DECK FLUTE STUD ALIGNMENT NOT WITH DECK FLUTE J L NOTE: NOTE: imanner. 02024 KICKER ATTACH TO 1. ALL"SHOT PINS"SHALL BE POWDER ACTUATED FASTENERS PER THE COLD FORMED 1. ALL"SHOT PINS"SHALL BE POWDER ACTUATED FASTENERS PER NOTE: NOTE: STUD WITH SECTION OF THE GENERAL STRUCTURAL NOTES. THE COLD FORMED SECTION OF THE GENERAL STRUCTURAL NOTES. 1. ALL"SHOT PINS"SHALL BE POWDER ACTUATED FASTENERS PER 1. ALL"SHOT PINS"SHALL BE POWDER ACTUATED FASTENERS PER ROOF DECK PERPENDICULAR (3)#10 SCREWS 2. FLOOR DECK PERPENDICULAR IS SIMILAR. THE COLD FORMED SECTION OF THE GENERAL STRUCTURAL NOTES. THE COLD FORMED SECTION OF THE GENERAL STRUCTURAL NOTES. SLIP CONNECTION AT FLOOR FIXED CONNECTION AT FLOOR KICKER ATTACHMENT AT DECK VERITCAL SLIP CONNECTION AT FLOOR N 4 C (� M SCALE:NTS `� SCALE:NTS SCALE:NTS SCALE:NTS M REF SHEET:s3.01 ` QQ Y STUD FRAMING SEE PLAN I 40OS137-33 BRACE 2"MIN BEARING 1 I I T150 TRACK WITH#10 @ 48"OC UNO SCREW EACH SIDE OF VERTICLIP SLB OR EQUAL DECK PER PLAN EACH STUD.TRACK TO •� �+ AT EACH STUD AND ONE ON MATCH GAUGE OF STUDS. EACH SIDE OF JAMBS, CLOSURE PLATE 600S137-43 J 1 COORDINATE APPROPRIATE STRONGBACK WITH 1 DECK PER PLAN CLIP SIZE WITH STUD SIZE. ROOF DECK (2)#10 SCREWS TRACK TO MATCH GAGE OF WHERE OCCURS CONT BENT PLATE INSTALL PER MANUF 0 TO EACH STUD ANGLE 4x4x14 GA x4" STUDS. ATTACH TO BEAM WITH LONG BENT PLATE WITH BENT PL PER + O (2)SHOT PINS @ 16"OC PER 8/s5.32 (4)#10 SCREWS TO 8/s5.32 WHERE BEAM SEE PLANIM ATTACH CLIP TO STRONGBACK AND(4)# OCCURS (Y EACH CLOSURE PLATE 10 SCREWS AT BRACE TO BEAM SEE PLAN M u #10 SCREW EACH SIDE w w 2-12 SIDE WITH(4)SHOT PIN BENT PLATE OF EACH STUD,CENTER > FASTENERS CONNECTION IN SLOT (V O I I STUD FRAMING I SLOTTED DEEP TRACK TO HSS10x5x1/4 L2x2"SHINY 90"WITH i�� 600T125-33 TRACK SEE PLAN MATCH GAUGE OF STUDS. SLOTTED DEEP TRACK BELOW BEAM SEE PLAN (2)#10 SCREW STAGGERED TYPICAL STUD/JAMB LINO WITH(1)#10 (AS OCCURS)ATTACH TO }/ AT EACH STUD TO MATCH GAGE OF STUDS. �+ SEE PLAN SCREW EACH SIDE OF BEAM WITH(2)SHOT PINS � L EACH STUD. (AS OCCURS)ATTACH TO BEAM AT EACH STUD STAGGERED 0 NOTE: WITH(2)SHOT PINS @ 16"OC ^' 1. ALL"SHOT PINS"SHALL BE POWDER ACTUATED FASTENERS PER W r THE COLD FORMED SECTION OF THE GENERAL STRUCTURAL NOTES. N (� to VERTICAL SLIP CONNECTION AT ROOF 9 TYPICAL KICKER CONNECTION AT STUD i STUD TO BEAM i i SLIP CONNECTION i BOTTOM TRACK CONNECTION 8 SCALE:NTS SCALE:NTS 1 O SCALE:NTS 1 1 SCALE:NTS 1 2 SCALE:NTS REF SHEET:s3.01 REF SHEET:s1.03 REF SHEET:s3.02 revision: no. desc. date Fiq COPING/CAP, SEE ARCH I I SEE 10/s5.52 FOR SLOTTED TRACK TO I I BEAM CONNECTION INFILL METAL STUDS, project: 231106 SAME SIZE AND SPACING date: 02.1 1.2025 AS STUDS BELOW I I I I EXTEND DECK TO OUTSIDE FACE OF STUD.ATTACH BOTTOM TRACK WITH(1)#10 SCREW AT EACH DECK FLUTE permit set BEAM,SEE PLAN METAL STUDS,SEE PLAN cold formed HEADER,SEE PLAN CITY APPROVEDPLANS details PUNS MUST BE ON JOB SITE 13 PARAPET OVER OPENING FOR ALL INSPFRIONS SCALE:NTS S 5■5 2 REF SHEET:s3.01 Page 139 of 180 CONCRETE CONTINUOUS FOOTING SCHEDULE CONCRETE PIER SCHEDULE SIZE REINFORCING WIDTH LENGTH REINFORCING MARK WIDTH DEPTH TOP BOTTOM COMMENTS MARK "W" "L" VERTICAL HORIZONTAL PIER TYPE COMMENTS CF1.5 1'-6" 1'-0" (3)#5 CONT LONGITUDAL CP2424 24" 24" (8)#6 #3 TIE SETS AT 8"OC A,B,C %%\0 E AI F Gy CF4 4'-0" V-6" (5)#5 CONT LONGITUDINAL (5)#5 CONT LONGITUDINAL CP2654 26" 54" (32)#7 #4 TIE SETS AT 10"OC B #5 AT 9"OC TRANSVERSE #5 AT 9"OC TRANSVERSE CF5 5'-0" 1'-6" (7)#5 CONT LONGITUDINAL (7)#5 CONT LONGITUDINAL 8 8 #5 AT 12"OC TRANSVERSE #5 AT 12"OC TRANSVERSE r N oa iafzs�p CF6 6'-0" 2'-6" ( )#6 CONT 6 LONGITUDINAL )#6 CONT L AT 8"OC TTRANSVEERSE (#6 AT 8"OC TRANSVERSE 1. PROVIDE ROVIDE MIN(3)#3 TIES OR(2)#4 TIES WITHIN TOP 5"OF PIER TO ENCLOSE ANCHOR BOLTS. yq�oRl%�� 2. PROVIDE CROSS TIE REINF AT EACH VERTICAL REINF AS SHOWN IN PIER TYPE. 3. ALTERNATE TIES WHERE OCCURS. 4. REBAR LAYOUT TYPES ARE FOR CONFIGURATION ONLY,FOR QUANTITIES,SEE SCHEDULE ABOVE. L' 'L' CONT HORIZ BAR THRU PIER 01 P' CONCRETE MAT FOUNDATIONS SIZE REINFORCING O' w MARK WIDTH LENGTH DEPTH TOP BOTTOM COMMENTS I I t�± 7771 MF12 SEE PLAN SEE PLAN 1'-0.. - #5 AT 12"OC EACH WAY - C' MF18 SEE PLAN SEE PLAN 1'-6" #5 AT 6"OC EACH WAY 1 #5 AT 6"OC EACH WAY TYPE TYPE CONT HORIZ TYPE BAR THRU PIER CONCRETE PIER SCHEDULE AND SECTIONS uuu Illlllllllllllul IIIIII 2 SCALE:NTS CONCRETE SPREAD FOOTING SCHEDULE CONCRETE SLAB ON GRADE SCHEDULE CONCRETE WALL SCHEDULE �W SIZE REINFORCING MARK THICKNESS REINFORCING COMMENTS REINFORCING MARK WIDTH LENGTH DEPTH TOP BOTTOM COMMENTS 4"SLAB ON GRADE 4" 13x13 D5xD5 WWF MARK THICKNESS VERTICAL HORIZONTAL COMMENTS F4 4'-0" 4'-0" - " (4)#5 EACH WAY CW8 8" #4 AT 16"OC #4 AT 12"OC F7 7-0" 7-0" 1 V'-66" - (7)#6 EACH WAY CENTERED CENTERED ■ F8 8'-0" 8'-0" 1'-6" (8)#6 EACH WAY CW10 10" #5 AT 16"OC #4 AT 10"OC CENTERED CENTERED F9 9'-0" 9'-0" 1'-6" 8 #6 EACH WAY Mi.,'"I MIUh""i 1°bupu-"" xemiaereu. This document is the property of erstad ARCHITECTS and is MASONRY WALL SCHEDULE protected by U.S. and REINFORCING international laws. Use, reproduction, or MARK THICKNESS VERTICAL HORIZONTAL COMMENTS modification of this MW8B 7 5/8" #6 AT 32"OC (2)#5 AT 48"OC SEE NOTE 2 document without first obtaining written MW10 9 5/8" #6 AT 32"OC (2)#5 AT 48"OC SEE NOTE 2 permission of erstad NOTES: MW10 HR 9 5/8" #5 AT 32"OC 2 #5 AT 48"OC "HI-R H"OPEN BLOCKS ARCHITECTS is prohibited. / ( ) This document may not be 1. FOR 4"SLABS WELDED WIRE FABRIC AND REBAR SHALL BE PLACED 1 1/2" WITH TYPE A&B INSERTS used in any unauthorized CLEAR FROM TOP OF CONCRETE. SEE NOTE 2 imanner. 02024 2. FOR SLAB GREATER THAN 4"WELDED WIRE FABRIC AND REBAR SHALL BE NOTES: MW10B HR 9 5/8" #6 AT 32"OC (2)#5 AT 48"OC "HI-R H"OPEN BLOCKS PLACED 2"CLEAR FROM TOP OF CONCRETE. 1. AT LOCATIONS WITH CMU PILASTER ABOVE,HORIZONTAL TIE SETS FROM WITH TYPE A&B INSERTS 3. SEE ARCHITECTURAL DRAWINGS FOR SLAB DEPRESSIONS,SLOPES,ETC PILASTER WILL CONTINUE DOWN TO BASE OF STEM WALL. SEE NOTE 2 N � FOOTING SCHEDULES &SZNTsLAB ON GRADE SCHEDULE CONCRETE WALL SCHEDULE _ (2)ADDITIONAL VERTICAL BARS, M 1 SCALE:NTS 4 SCALE:NTS WHERE OCCURS,SEE NOTE 4 A! M TYPICAL REINFORCEMENT AROUND 1� 00 MASONRY PILASTER SCHEDULE MASONRY LINTEL SCHEDULE OPENINGS,SEE 7/s5.21 ^ WIDTH LENGTH REINFORCING PILASTER OPENING DEPTH REINFORCING LINTEL Y MARK "W" "L" VERTICAL HORIZONTAL TIE SETS TYPE COMMENTS MARK WIDTH I'D" TOP BOTTOM STIRRUPS TYPE COMMENTS �� y MP1024 10" 24" 1 #5 EACH CELL 1 #3 AT 8"OC B - 0'-0"-4'-0" 32" (2)#6 (2)#6 #4 AT 12"OC A,B,C - TYPICAL WALL - 4'-1"-6'-0" 40" (2)#6 (2)#6 #4 AT 12"OC A,B,C - REINFORCEMENT, 6'-1"-8'-0" 48" (2)#6 (2)#6 #4 AT 16"OC A,B,C SEE SCHEDULE ML840 40" (4)#5 (4)#5 #4 AT 8"OC B (2)STIRRUPS AT 8"OC SEE DETAIL FOR LOCATION ' ML848 - 48" (4)#5 (4)#5 #4 AT 8"OC B (2)STIRRUPS AT 8"OC SEE DETAIL FOR LOCATION ML1056 56" 1 (4)#6 1 (4)#6 1 #4 AT 16"OC C 1. SEE DETAIL 2/sS.21 FOR REINFORCING PLACEMENT. CONCRETE WALL a� = L- 2. ALL REBAR CENTERED IN EACH CELL,LINO SEE TOP OF WALL SEE TOP OF WALL TOP OF WALL,SILL, SEE cc V 3. PILASTERS SHOWN ON 2ND FLOOR ARE TO BE CONT TO FOUNDATION,LINO NOTES: PLAN OR SILL ETC PLAN OR SILL ETC OR LINTEL DEPTH PLAN HORIZ WALL 0) 4. PILASTER REINFORCING WILL CONTINUE TO BOTTOM OF STEM WALL. 1. FOR TYP LINTEL JAMB HORIZ WALL PER SCHEDULE REINF FOOTING V CONSTRUCTION AND REINF DOUBLE STIRRUP in ADDITIONAL INFORMATION, WHERE OCCURS, INSULATION INSERT'A' M 0 "L" "L" SEE 7/s5.21 STIRRUPS REINF SEE SCHEDULE ONLY(NO ALLOWED AT LINTELS) ^+ 2. (1)#5 EACH FACE HORIZ BARS _ ALT SIDES _ COMMENTS ALT SIDES 4-0 REINF AT 16"OC STIRRUPS REINF HI-R H BLOCK �+ --�� LINTEL ALT SIDES LINTEL REINF 1. PROVIDE ADDITIONAL REINFORCING AT WALL OPENINGS,ENDS,CORNERS,AND 0 REINF LINTEL STANDARD U-BLOCK in INTERSECTIONS WHERE SPECIAL INSPECTION IS REQUIRED,SEE MASONRY TYP DETAILS. C (NO INSULATIO -N) REINF in 2. ALL MASONRY CELLS TO BE GROUTED. HORIZ TIE HORIZ TIE 180°HOOK 180°HOOK,ROTATE 3. FOR BOND BEAM,SEE MASONRY SECTION IN GSN'S. SETS TYPE SETS TYPE 2"CLR,MIN 180°HOOK ABOUT VERT AXIS AS 4. PROVIDE MINIMUM(2)VERTICAL BARS WHEN THE DISTANCE BETWEEN ANY OPENING to TYPE TYPE T1'PE� REQD TO FIT AND THE END OF THE WALL OR THE DISTANCE BETWEEN TWO ADJACENT OPENINGS IS IS LESS THAN TYPICAL SPACING OF VERTICAL REINFORCING. MASONRY PILASTER SCHEDULE G MASONRY LINTEL SCHEDULE MASONRY WALL SCHEDULE 5 SCALE:NTS SCALE:NTS SCALE:NTS revision: "B"SEE SCHEDULE no. desc. date STEEL BASE PLATE SCHEDULE STEEL FLOOR AND ROOF DECK SCHEDULE 1 MARK THICKNESS DIM"B" DIM'IN"("H") TYPE ANCHOR BOLT 2" TOTAL CONNECTION AT BPLI 3/4" V-0" V-0" A (4)3/4"DIA BOLT WITH 9"EMBED LINO DEPTH, CONCRETE CONCRETE PERPENDICULAR CONNECTION AT END BPL2 3/4" V-0" V-0" B (4)3/4"DIA BOLT WITH 9"EMBED UNO w _ MARK GAUGE AND TYPE TOPPING DEPTH BEARING PARALLEL BEARING SIDE LAP CONNECTION BEARING REINFORCING 1'-0" 1'BPL3 3/4" -0" C (5)3/4"DIA BOLT WITH 9"EMBED UNO -_ FD 5.5 2"x 20 GA PLW2 DECK 3 1/2" 5 1/2" 4 PUDDLE WELDS PUDDLE WELD AT 18"OC PUNCHLOK AT 24"OC 3'MIN 6x6 W2.9xW2.9 WWF WITH FIBERFORCE 100 SYNTHETIC BPL4 1 1/4" 2'-0" 1'-2" D (6)1"DIA BOLT WITH 12"EMBED UNO N - MICROFIBERS AT 0.5 LBS/CY "B"SEE SCHEDULE "B"SEE SCHEDULE w 1/2"CLR RD 1.5 1 1/2"x 20 GA PLB-36 N/A N/A 7 PUDDLE WELDS WELDED AT 18"OC PUNCHLOK AT 18"OC 2"MIN 1 1/2" 1 1/2" 1 1/2" N __ + -- OR RD 1.5A 1 1/2"x 20 GA PLEB AC N/A N/A 7 PUDDLE WELDS WELDED AT 18"OC PUNCHLOK AT 18"OC 2'MIN TYP TYP TYP 2 Z N 1/4 RISC ACOUSTIC DECK MIN project: 231 106 - - - ---� - OR - -----= - OR AISC rl HSS COLUMN date: 02.1 1.2025 o - AISC o - = C a 1/4 MIN = MIN CENTERLINE OF TYpE COLUMN - -+- - -- L Lil - -- --+ - 1/2"CLR "B"SEE SCHEDULE z - - - -� z - - - 2" 4" 2" permit set P 7 HSS COLUMN _ TY HSS COLUMN TYP NOTES: l7= w r )(-- - 1. DECK SHALL BE CONTINUOUS OVER 3 SPANS 4 SUPPORTS UNLESS NOTED OTHERWISE). U CENTERINE OF CENTERLINE OF u a- 2. REINFORCING TO BE PLACED 1"CLR FROM TOP. z dw O V w.. COLUMN COLUMN = iry 3. SEE 3/s5.32 FOR ADDITIONAL REINFORCING AT SUPPORTS. u 0 ~z0TYPE TYPE 0 LOiI --------- - - - --� -- OR w 1/4 AISC NOTES: L_� --�-- -- -- MIN schedules 1. FOR GROUT THICKNESS SEE SCHEDULE ON 11/s5.01 CITY APPROVED vwNs 2. ANCHOR BOLT DETAIL,SEE 10/s5.01 TYP w " HSS COLUMN PIANS MUST ON JOB SITE FOR ALL INSS PECTIONS TYPE CENTERLINE OF01 BASE PLATE DETAILS COLUMN STEEL FLOOR AND ROOF DECK SCHEDULE ■ 8 SCALE:NTS SCALE:NTS Page 140 of 180 WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE 1 HOUR 45 to 49 STC GA FILE NO.WP 1072 GENERIC FIRE SOUND GYPSUM WALLBOARD,STEEL STUDS - One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 3-5/8", 18 mil (25 ga.), steel studs 24" o.c. �11 11 with 1"Type S drywall screws 8" o.c. at vertical joints and 12"o.c. at floor and ceiling runners and intermediate studs. Joints staggered 24" on each side and on opposite sides. Sound tested with 3- 1/2"glass fiber friction fit in stud space. (NLB) Thickness: 4-7/8" Approx.Weight: 6 psf Fire Test: See WP 1350 (FM WP-45,6-19-68; OSU T-1770,8-61; ULC 79T484,9T500,79T497, 8-12-81, ULC Design W415) Sound Test: NRCC 816-NV,2-3-81 CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Page 141 of TuO of 3 MUSGROVE ENGINEERING,P.A. M1z34 s.wnrsParRwar 55\ONAL 3709 FNa 208.384.0585 US wm 251h daho S,r 133ri 7 A I TO,ID 83402 208.523.2862 2/132025 t� PRo3EmaECTx2dra m �TFOF/A.. R\ MECHANICAL ABBREVIATIONS MECHANICAL AND PLUMBING DRAWINGS LEGEND ENERGY CODE COMPLIANCE A/C or AC AIR CONDITIONING KW KILOWATT FLEXIBLE DUCTWORK THREE WAY CONTROL VALVE A. COMPLIANCE WITH THE LATEST ADOPTED EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE IS REQUIRED FOR THIS AFF ABOVE FINISHED FLOOR KWH KILOWATTHOUR AHU AIR HANDLING UNIT PROJECT.THESE NOTES COVER MANDATORY REQUIREMENTS OF THE CODE.ADDITIONAL REQUIREMENTS ARE NOTED ON THE AMEEATING,REFRIGERATION,AND AIR DRAWINGS AND IN THE SPECIFICATIONS. ASHRAE LAT LEAVING AIR TEMPERATURE CONDITIONING ENGINEERS DUCTWORK TWO WAY CONTROL VALVE LAV LAVATORY B. MINIMUM REQUIREMENTS FOR SUPPLY AND RETURN DUCTWORK INSULATION: BTU BRITISH THERMAL UNITS LEED LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN DUCTWORK BREAK PRESSURE REDUCING VALVE BTUH BTUS PER HOUR LWI LEAVING WATER TEMPERATURE 1.R-6:DUCTS LOCATED IN UNCONDITIONED SPACES(SPACE NEITHER HEATED NOR COOLED SUCH AS ABOVE CEILING SPACES, CA COMBUSTION AIR MAX MAXIMUM O DUCTWORK OR PIPING RISE D4 GATE VALVE WALL SPACES,DUCT CHASES,SOFFITS,ATTICS,CRAWL SPACES,UNHEATED BASEMENTS,AND UNHEATED GARAGES). CC COOLING COIL MCA MINIMUM CIRCUIT AMPS 2.R8:DUCTS LOCATED OUTSIDE OF THE BUILDING'S INSULATION ENVELOPE(SUCH AS ABOVE THE ATTIC INSULATION). CFM AIR FLOW RATE CUBIC FEET PER MINUTE MOCP MAXIMUM OVERCURRENT PROTECTION CONCENTRIC SQUARE TO ROUND REDUCER CHWR CHILLED WATER RETURN MIN MINIMUM TRANSITION CHWS CHILLED WATER SUPPLY TYPICAL INSULATION THICKNESS REQUIRED TO MEET THESE REQUIREMENTS: CLG CEILING NC NOISE CRITERIA o--- MOTORIZED DAMPER GLOBE VALVE CW COLD WATER NFPA NATIONAL FIRE PROTECTION ASSOCIATION 1.FIBERGLASS DUCT WRAP:R-6,R-8. MS NOT TO SCALE -- MANUAL VOLUME DAMPER BALL VALVE DEG or° DEGREE 2.FIBERGLASS DUCT LINER:R-6,R-8. DIAorO DIAMETER OSA OUTSIDEAIR SPIN-IN FITTING W/AIR EXTRACTOR AND DB DRY BULB +I BUTTERFLY VALVE PD PRESSURE DROP AIRFLOW HAND DAMPER HHH---NNW C. CONTRACTOR SHALL VERIFY WITH THE MANUFACTURER,THE R-VALUES OF THE ACTUAL INSULATION USED.R-VALUES SHALL BE EA EXHAUST AIR PH or PHASE INSTALLED VALUES. EAT ENTERINGAIRTEMPERATURE PRV PRESSURE REDUCING VALVE ' �p EER ENERGY EFFICIENCY RATIO AIRFLOW HIGH EFFICIENCY FITTING W/HAND DAMPER (pJ 6°m1r d\E BALANCE VALVE D. WHERE DUCTS USED FOR COOLING ARE EXTERNALLY INSULATED,THE INSULATION SHALL BE COVERED WITH AVAPOR RETARDER ESP EXTERNAL STATIC PRESSURE RA RETURN AIR LL�W W-I HAVING A MAXIMUM PERMEANCE OF 0.05 PERM OR ALUMINUM FOIL HAVING A MINIMUM THICKNESS OF 2 MILS.INSULATION HAVING EWT ENTERING WATER TEMPERATURE RPM REVOLUTIONS PER MINUTE SWITCH (V CHECKVALVE PERMEANCE OF 0.05 PERMS OR LESS SHALL NOT BE REQUIRED TO BE COVERED.ALL JOINTS AND SEAMS SHALL BE SEALED TO RTU ROOFTOP UNIT MAINTAIN THE CONTINUITY OF THE VAPOR RETARDER. FCO FLOOR CLEANOUT FD FIRE DAMPER SA SUPPLYAIR QT THERMOSTAT ��EC-0 FLOOR CLEANOUT E. ALL DUCT JOINTS,SEAMS,AND CONNECTIONS SHALL BE FASTENED AND SEALED WITH WELDS,GASKETS,ADHESIVES, FLA FULL LOAD AMPS SEER COMBISEASONALONERGYEFFICIENCY RATIO MASTIC-PLUS-EMBEDDED-FABRIC SYSTEMS,OR TAPES.TAPES AND MASTICS SHALL BE LISTED AND LABELED PER UL181A OR FLR FLOOR SFD STATIC PRESSURE DAMPER © HUMIDISTAT ���WCO WALL CLEANOUT UL181B.DUCT TAPE IS NOT PERMITTED AS A SEALANT ON ANY METAL DUCTS.DUCT CONNECTIONS TO FLANGES OR EQUIPMENT FPM FEET PER MINUTE SP STATIC PRESSURE FT FEET SYM SYMBOL QS TEMPERATURE SENSOR GCO GRADE CLEANOUT SHALL BE SEALED AND MECHANICALLY FASTENED. GA GAUGE T&P TEMPERATURE AND PRESSURE F. MINIMUM REQUIREMENTS(THICKNESS)FOR PIPING INSULATION SHALL BE AS FOLLOWS: GCO GRADE CLEANOUT TEMP TEMPERATURE CARBON DIOXIDE SENSOR T WATER HAMMER ARRESTOR GPM WATER FLOW RATE GALLONS PER MINUTE TYP TYPICAL FLUID NOMINAL PIPE DIAMETER HC HEATING COIL UPC UNIFORM MECHANICAL CODE CARBON MONOXIDE SENSOR FLOOR DRAIN 112"T01 112" 2"AND ABOVE '�HP HORSE POWER UPC UNIFORM PLUMBING CODE 1.REFRIGERANT SEE SPECIFICATIONS HVAC HEATING VENTILATING AIR CONDITIONING URL URINAL �0 NITROUS OXIDE SENSOR �® �® FLOOR SINK HW HOT WATER THE ABOVE INSULATION IS BASED ON HAVING CONDUCTIVITY NOT EXCEEDING 0.27 BTU-INCH/HOUR-FT2-*F. HWR HOT WATER RETURN VTR VENT THROUGH ROOF HWS HOT WATER SUPPLY V VOLTS SD DUCT SMOKE DETECTOR GAS PRESSURE REGULATOR WI GAS COCK G. DOMESTIC HOT WATER PIPING SYSTEMS SHALL BE INSULATED WITH V INSULATION HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 BTU-INCH/HOUR-FT2-'F. This document is the IBC INTERNATIONAL BUILDING CODE W/ WITH property of erstad IEEC INTERNATIONAL ENERGY CONSERVATION CODE WB WET-BULB COMBINATION SMOKEIFIRE DAMPER PRESSURE RELIEF VALVE H. DOMESTIC WATER HEATERS WHICH ARE NOT PROVIDED WITH INTEGRAL HEAT TRAPS AND SERVE NONCIRCULATING SYSTEMS ARCHITECTS and is IFC INTERNATIONAL FIRE CODE WC WATER CLOSET SHALL BE PROVIDED WITH HEAT TRAPS ON THE SUPPLY AND DISCHARGE PIPING AT THE WATER HEATER. protected by U.S. and IFGC INTERNATIONAL FUEL GAS CODE WCO WALL CLUNOUT international laws. Use, IMC INTERNATIONAL MECHANICAL CODE I WH WATER HEATER FIRE DAMPER f o VENT-THROUGH-ROOF I. DOMESTIC HOT WATER SYSTEMS WITH RECIRCULATION PUMPS OR ELECTRIC HEAT TRACE SHALL BE CONTROLLED WITH 7-DAYTIME reproduction, or !PC INTERNATIONAL PLUMBING CODE /� CLOCK& modification of this document without first NOTE: THIS IS A STANDARD LIST OF COMMONLY USED MECHANICAL ABBREVIATIONS.SOME OF THE ABBREVIATIONS SHOWN ABOVE MAY SMOKE DAMPER -4 VENT J. AN OPERATING AND MAINTENANCE MANUAL SHALL BE PROVIDED PRIOR TO ISSUANCE OFACERTIFICATE OF OCCUPANCY.THE O&M obtaining written NOT BE USED IN THIS DRAWING PACKAGE. MANUAL SHALL CONTAIN THE FOLLOWING INFORMATION AS A MINIMUM: permission of erstad EQUIPMENT CALLOUT { SOIL,WASTE,OR SANITARY SEWER ARCHITECTS is prohibited. # 1.EQUIPMENT CAPACITY(INPUT&OUTPUT). This document may not be used in any unauthorized TURNING VANES �AW� ACID WASTE LINE 2.EQUIPMENT OPERATING AND MAINTENANCE INSTRUCTIONS. manner. ®2022 INTAKE OR EXHAUST 3.CONTROL SYSTEM MAINTENANCE AND CALIBRATION INFORMATION,INCLUDING WIRING DIAGRAMS,SCHEMATICS,AND --AV-- ACID VENT LINE CONTROL SEQUENCES. MECHANICAL GENERAL NOTES DIRECTION OF AIRFLOW LSD STORM DRAIN 4.CONTROL SYSTEM SETPOINTS SHALL BE SHOWN ON CONTROL DRAWINGS,AT CONTROL DEVICES,OR IN PROGRAMMING COMMENT ON DDC SYSTEMS. 1. ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE ® re SUPPLY DIFFUSER RD ROOF DRAIN LINE (IMC)LATEST EDITION,AND ALL LOCAL&STATE CODES. ® 5.A COMPLETE WRITTEN NARRATIVE ON HOW EACH MECHANICAL SYSTEM IS INTENDED TO OPERATE. y/ O R-x M 2. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST ADOPTED IDAHO PLUMBING xB RETURN GRILLE OD OVERFLOW DRAIN LINE CODE,AND ALL LOCAL&STATE CODES. ® cFN 00 EXHAUST GRILLE BCD � CONDENSATE DRAIN LINE �� 3. ALL MECHANICAL AND PLUMBING EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. 4. MECHANICAL CONTRACTORS SHALL RECEIVE PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER BEFORE MAKING CUTS ® cErn FLOOR GRILLE - DOMESTIC COLD WATER(CM THROUGH ANY STRUCTURAL MEMBER. ® N -- 5. MECHANICAL CONTRACTORS SHALL COORDINATE INSTALLATION WITH CONSTRUCTION SUPERVISOR AND WITH ALL OTHER CEILING EXHAUST FAN DOMESTIC HOT WATER(HW) TRADES TO AVOID CONFLICTS. TEMPERATURE GAUGE DOMESTIC HOT WATER RETURN(HWR) 6. THE MECHANICAL CONTRACTORS SHALL VERIFY MOTOR VOLTAGES WITH THE ELECTRICAL DRAWINGS BEFORE ORDERING PRESSURE GAUGE(LIQUID FILLED WI �TW C MOTORIZED EQUIPMENT AND CONTROLS. ISOLATION VALVE) TEMPERED WATER(TW) 7. SEE MECHANICAL SCHEDULE SHEET FOR SCHEDULED CAPACITIES OF ALL MECHANICAL EQUIPMENT AND MATERIALS SPECIFIED. TS � TEMPERATURE SENSOR(DUCT OR PIPING) MPG MEDIUM PRESSURE NATURAL GAS 8. DOMESTIC WATER SERVICE IS PROVIDED WITH A DOUBLE CHECK BACKFLOW PREVENTER. 9. ALL MECHANICAL EQUIPMENT TO BE PROPOSED MUST BE ON THE APPROVED LIST PRIOR TO SUBMITTALS.ALL APPROVED FS FLOW SWITCH G LOW PRESSURE NATURAL GAS MANUFACTURERS MUST BE CAPABLE OF MEETING THE REQUIREMENTS OF THE SPECIFIED EQUIPMENT. STAINLESS STEEL BRAIDED FLEX o O 10. RUNOUT AND HOOKUP SIZES TO INDIVIDUAL PLUMBING FIXTURE CAN BE FOUND ON THE PLUMBING FIXTURE SCHEDULE. CONNECTION F FIRE SPRINKLER LINE L 11. PROVIDE REMOTE CEILING ACCESS BALANCE DAMPERS WITH CONCEALED CHROME PLATE COVERS FOR BALANCE DAMPERS ELASTOMETRIC FLEX CONNECTOR GWS GEOTHERMAL WATER SUPPLY LOCATED ABOVE HARD CEILINGS. GWR GEOTHERMAL WATER RETURN �/� 12. PAINT ALL VTR'S,FLUES,EXHAUST CAPS,AND OTHER MECHANICAL ITEMS ON THE ROOF TO MATCH THE ROOF COLOR. SUCTION DIFFUSER CD 13. INSULATED FLEXIBLE DUCTWORK MAY BE USED FOR RUNOUTS TO GRILLES AND DIFFUSERS,IN LENGTHS OF 6'-0"OR LESS. 'Y' Y TYPE STRAINER(1 112'OR LARGER CWS CHILLED WATER SUPPLY o PROVIDED WI BLOW DOWN VALVE) 14. MAINTAIN MINIMUM OF 10'-0"DISTANCE BETWEEN ALL FRESH AIR INTAKES AND EXHAUST OR GAS FLUE DISCHARGES. FLOW DIRECTION CWR CHILLED WATER RETURN ♦. 15. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL BACKFLOW DEVICES TO BE INSPECTED BY CERTIFIED BACKFLOW L TECHNICIAN BEFORE THE USE OF THE BUILDING POTABLE WATER SYSTEM. DEMOLITION(EQUIPMENT TO BE REMOVED CS CONDENSER WATER SUPPLY `J 16. LOCATE ACCESS HATCHES SO AS TO PROVIDE OPTIMUM SERVICEABILITY TO EQUIPMENT AND/OR VALVING.SEE ARCHITECTURAL NEW TO EXISTING CONNECTION POINT �CR� CONDENSER WATER RETURN I�{/� SPECIFICATION FOR TYPE AND COLOR.COORDINATE LOCATION WITH STRUCTURAL&LIGHTING. (E) EXISTING HWS HEATING WATER SUPPLY r 17. WHENEVER THERE IS A DISCREPANCY BETWEEN THE RUNOUT DUCT SIZE SHOWN ON THE PLANS AND THAT SHOWN IN THE (F) FUTURE �HWR� HEATING WATER RETURN N SCHEDULE,ALWAYS USE THE LARGER OF THE TWO DUCT SIZES. 18. MECHANICAL CONTRACTOR IS TO VERIFY ALL FIELD CONDITIONS PRIOR TO FABRICATING ANY DUCTING. (N) NEW L LIQUID REFRIGERANT LINE m REDUCED PRESSURE BACKFLOW PREVENTER S SUCTION REFRIGERANT LINE ® DOUBLE CHECK BACKFLOW PREVENTER SLOPE PIPE IN DIRECTION OF ARROW 0 UNION J�� PIPE ANCHOR revision: AIRVENT IPEGUIDE no. desc. date TRIPLE DUTY VALVE J CAP WWW--ill THIS IS A LIST OF COMMONLY USED MECHANICAL AND PLUMBING SYMBOLS.SOME OF THE SYMBOLS SHOWN ABOVE NOTE: MAY NOT BE USED IN THIS DRAWING PACKAGE. project: 231 106 date: 02.11.2025 permit set CITY APPROVED PLANS w�STBEONJ BSI mechanical PLANS MUST BE ON 108 SITE FOR ALL INSPECTIONS cover sheet m0.01 Page 142 of 180 MUSGROVE ENGINEERING,P.A. z34 s.wnd away 55\oNAL FNa ( [ioiu,IDDR37 83709 F� 1SST 208.384.0585 / US wm 25kh 5r340rrer 133r17 A Idaho Fid,ID 82 208.523.2862 2/132025 t� Pno3ETeECT2dra �11E, m �TFOF/A.. R\ H i ENERGY CODE COMMISSIONING COMPLIANCE NOTES SECTION 408.2.5 DOCUMENTATION REQUIREMENTS IT SHALL BE THE COMMISSIONING AGENTS RESPONSIBILITY TO PROVIDE ALL BELOW NOTED DOCUMENTS WITHIN 90 DAYS OF CERTIFICATE OF OCCUPANCY: A. AS-BUILT DRAWINGS-DRAWINGS SHALL INCLUDE THE LOCATION AND PERFORMANCE DATA OF ALL PIECES OF MECHANICAL EQUIPMENT. A.1. AS BUILT DRAWINGS TO BE FURNISHED TO THE COMMISSIONING AGENT BY THE MECHANICAL CONTRACTOR. B. OPERATING AND MAINTENANCE MANUALS-MANUALS SHALL INCLUDE THE FOLLOWING: 1. SUBMITTAL DATA ON ALL PIECES OF EQUIPMENT REQUIRING MAINTENANCE. ///��/� COMcheck software Version 4.1.5.5 ouanhty systeRi Type aDescnpUw 2. MANUFACTURER'S OPERATIONS AND MAINTENANCE DATA ON ALL PIECES OF EQUIPMENT.ROUTINE MAINTENANCE ACTIONS SHALL BE E., I HVAC System B 1Sag1e zone). CLEARLY IDENTIFIED, Mechanical COmFn-�liance Certificate Hwbng-.twith Other.Gas,CalN3 kBWh 3. NAME AND ADDRESS AND PHONE NUMBER OF OF AT LEAST ONE(1)SERVICE PROVIDED, Y NonwwnubemaencyrewrrenwrsappI_ 4. MECHANICAL CONTROL SYSTEMS MAINTENANCE AND CALIBRATION INFORMATION INCLUDING WIRING DIAGRAMS,EQUIPMENT AND SYSTEM Fan System'None SCHEMATICS,AND CONTROL SEQUENCES OF OPERATIONS.DESIRED OR FIELD DETERMINED SETPOINTS SHALL BE PERMANENTLY RECORDED ON CONTROL DRAWINGS AT ALL CONTROL DEVICES,OR FOR DIGITAL CONTROL SYSTEMS,IN THE SYSTEM PROGRAMMING INSTRUCTIONS. Project Infotmalion Mechanical Compliance Statement 5. A NARRATIVE ON HOW EACH MECHANICAL SYSTEM IN INTENDED TO OPERATE,INCLUDING RECOMMENDED SETPOINTS. Energy Code, 2018IECC .'nmisiff-e Statement The proposed mechaorcal design represented In this document is consistent with the building plans. vmled Tin. Etevale Acadwny specifications,and other calculations submitted with this permit apptrcation.The proposed n-hanica)systems have been C. SYSTEM BALANCE REPORT-REPORT SHALL BE INCOMPLIANCE WITH IECC 408.2.2 AND INCLUDE THE FOLLOWING . Twit Fats Idatw resigned to meet the 20181ECC requ.rements in CONlcheck version 4.1.5.5 and to comply with any applicable mandatory Location nquin ments listed in the Inspe"ion Checklist. 1. ALL AIR SYSTEMS BALANCED.THIS SHALL INCLUDE ALL AIR OUTLETS.SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH IMC CHAPTER Pm Jason Rice-PE .._,_f.=� 2/13/2024 jea Tyne New Conawcpm 6.AND IECC SECTION C408.2.2 me- it i)iggn.Ture 2 Dole This document is the 2. ALL HYDRONIC SYSTEMS BALANCED.THIS SHALL INCLUDE ALL HYDRONIC BALANCING VALVES.EACH SYSTEM SHALL BE PROPERLY property of erstad BALANCED TO MINIMIZE THROTTLING LOSSES,AND THEN THE PUMP IMPELLER SHALL BE TRIMMED OR PUMP SPEED SHALL BE ADJUSTED TO Cmsrruaion site amenagenL DmgnerlCarradoo ARCHITECTS and is MEET DESIGN FLOW CONDITIONS. HYDRONIC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH IMC CHAPTER 6.AND IECC SECTION Twm Fats,10 Musgrove Engukeenng protected by U.S. and C408.2.2.2. 2345 M.perwood Way international laws. Use, Additional Efficiency Package(s) Boise.to 83709 reproduction, or D. FINAL COMMISSIONING REPORT-A REPORT OF TEST PROCEDURES AND RESULTS IDENTIFIED AS THE"FINAL COMMISSIONING REPORT"SHALL BE 208-384-0585 modification of this DELIVERED TO THE BUILDING OWNER.THE REPORT SHALL INCLUDE THE FOLLOWING: document without first Greens t.OR.wrma 10P.mposea obtaining written 1. LIST OF FUNCTIONAL TESTS USED DURING THE COMMISSIONING PROCESS ON EACH PIECE OF EQUIPMENT. Rmuea ugmmg Power.I a r adn permission of erstad 2. RESULTS OF ALL FUNCTIONAL TESTS ON ALL PIECES OF EQUIPMENT. ARCHITECTS is prohibited. 3. LIST OF DEFICIENCIES FOUND AND CORRESPONDING CORRECTIVE MEASURES EITHER IMPLEMENTED OR PROPOSED ON EACH PIECE OF Mechanical Systems List This document may not be EQUIPMENT. used in any unauthorized Querltlry System Type PS6 s zone)n manner. 02022 4. LIST OF EQUIPMENT NOTABLE TO BE FUNCTIONALLY TESTED DUE TO CURRENT CLIMATE CONDITIONS.THESE PIECES OF EQUIPMENT WILL ea Hvne sysoem+ISrgie Zone). FUNCTIONALLY TESTED ONCE CLIMATE CHANGES ALLOW. Hwbng.23 Bern-Omar Gas,Caoac.y=115 1,81Wb SECTION 408.2.1 COMMISSIONING REQUIREMENTS No nw,mum.Maw,ry rewrnnw,t"h s Codmg 23 with-Sing%Package OX Una.CApooty=45 kB sVh,AlrCmlednansa Cana-Ar Ecawkna.r PRIOR TO PASSING THE FINAL MECHANICAL INSPECTION,THE REGISTERED DESIGN PROFESSIONAL(OR OTHERWISE APPROVED INDIVIDUAL)SHALL PROVIDE Proposal EAaonty=u 00 SEER.Rowr.4 Efficiency N 00 SEER EVIDENCE OF THE MECHANICAL SYSTEMS COMMISSIONING AND COMPLETION IN ACCORDANCE WITH THE BELOW NOTED REQUIREMENTS: Fan Syssinn None T HVAC Syssem 2 lSin,;W Zone)'. A. COMMISSIONING PLAN-A COMMISSIONING PLAN SHALL BE DEVELOPED BY A REGISTERED DESIGN PROFESSIONAL(OR OTHERWISE APPROVED Hoerg.7 with aher.Gas.Capaary=120 kak.,h INDIVIDUAL)AND SHALL INCLUDE THE FOLLOWING: No mnmvn.Ma.n,rawrrenwnt app- O Cooling/na+dr-Singe Paduge D%Urw.Ca{wriN=57 k8luti.AlConisd Cmdmuar,Air Emnains- M 1. A NARRATIVE OF THE ACTIVITIES THAT WILL BE ACCOMPLISHED DURING EACH PHASE OF THE COMMISSIONING PROCESS,INCLUDING THE Propewid Ef s v y=1400 SEER Rew.ed EMcwncy 1400 SEER M NECESSARY INTENDED TO ACCOMPLISH EACH OF THE ACTIVITIES IN THE COMMISSIONING PROCESS DURING EACH PHASE. Fan sy.1- None 2. A LISTING OF THE MECHANICAL EQUIPMENT,APPLIANCE,OR SYSTEMS INTENDED TO BE COMMISSIONED ALONG WITH AN EQUIPMENT 2 HVAC Sy-315ngie Zone) 11111IBBBB 00 SPECIFIC NARRATIVE ON THE TESTS FOR EACH SPECIFIC MECHANICAL EQUIPMENT,APPLIANCE,OR SYSTEM. Heating.2 with 011ie,Gas.Cony r 224 kBu,h 3. A LISTING OF THE FUNCTIONS TO BE TESTED ON EACH MECHANICAL EQUIPMENT,APPLIANCE,OR SYSTEM.FUNCTIONAL TESTING SHALL No---eMcimcy reW.-apprn .� INCLUDE COMPLETE CALIBRATION ON ALL COMPONENTS,CONFIRMATION OF ALL APPLICABLE MODES OF OPERATION INCLUDING BUT NOT Coamg.2--S.+yte Package Dz unit.Caliaoly=es keloh.Ar-Cooked CondHuar.Arc Emnomxs LIMITED TO HEATING,COOLING,VENTILATION,AND ECONOMIZER. Pmposod Er000ncy=1200 EER,Raqured EBi ioncy I 00 EER•12.6 PEER 4. CONDITIONS UNDER WHICH THE ABOVE NOTED TESTS ARE TO BE PREFORMED.IF CLIMATE CONDITIONS PROHIBIT THE FUNCTIONAL Fan Syslern None a� TESTING OF CERTAIN MODES OF OPERATIONS,THEN THOSE SPECIFIC TESTS MAY BE POSTPONED UNTIL SUCH CLIMATE CONDITIONS z Hvac syekem 4lSrgie Zone) ALLOW FOR CORRESPONDING TESTS. Notekg:2 wim�011ie, Gas. p=ty=240 kBw,h 5. MEASURABLE PASS/FAIL CRITERIA FOR ALL FUNCTIONAL TESTS. Nomnmvn.Mawuy rewinment appwa }S r Cauling.2 wOr-Srgl.Paduge Dk Urw.Capsaly=140 k8Wm.airCooled Condo war Ar Ecamma.r B. SYSTEM ADJUSTING AND BALANCING-THE ENTIRE MECHANICAL SYSTEM SHALL BE BALANCED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND Proposed Eflomcy=12 20 EER.R.gwad EMaaency 10,00 PEER•12,21EER THE FOLLOWING: Fan System-None 1. ALL AIR SYSTEMS BALANCED.THIS SHALL INCLUDE ALL AIR OUTLETS AND ZONE TERMINAL DEVICE.SYSTEMS SHALL BE BALANCED IN 4 HVAC Sye 6/Sagie Zone). ACCORDANCE WITH IMC CHAPTER 6.AND IECC SECTION C408.2.2.1. C-9 4 odr Sole system,capaary=12 mtu».A,-Cmra Coneerw.r,No Eomvniae,Ecmama.r.sanphon Nm, 2. ALL HYDRONIC SYSTEMS BALANCED.THIS SHALL INCLUDE ALL HYDRONIC BALANCING VALVES.EACH SYSTEM SHALL BE PROPERLY Proposed Efbsicy=19.00 SEER Rossi 4 Elficwr.cy 13.00 SEER Fan System-Nnw BALANCED TO MINIMIZE THROTTLING LOSSES,AND THEN THE PUMP IMPELLER SHALL BE TRIMMED OR PUMP SPEED SHALL BE ADJUSTED TO � YO at•E MEET DESIGN FLOW CONDITIONS.HYDRONIC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH IMC CHAPTER 6.AND IECC SECTION I HVAC Sysa6m 71Srgte Zane) C408.2.2.2. Hwibrg�1 wicn-Otter,Gas,capaory=373 k&ah 3. ALL CONTROLS SHALL BE CALIBRATED AND ADJUSTED TO ENSURE PROPER SEQUENCE OF OPERATIONS IN ACCORDANCE WITH APPROVED No mnm-.MOmry rewiwment apples }I L PLANS AND SPECIFICATIONS. Fan S;7-.None 4, ALL ECONOMIZERS SHALL BE ADJUSTED TO OPERATE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. Protect Title Elevate Academy Report date:OIJ23R4 Protect Title- Ebvate Academy 0.eporc date:01123J24 C. PRELIMINARYPRELIMINARY COMMISSIONINGREPORT-A PRELIMINARY REPORT OF COMMISSIONING TEST PROCEDURES AND RESULTS SHALL BE COMPLETED AND Data filename P'%Fdes1202312342gCALC%MECH123424 MKhanical-Compliance.cck Page 1 of 14 Data III-.: P:4FdBV2023k234243CALC"ECM23424 Mach.n W C-plbnce.cck Page 2 of 14CD CERTIFIED BY THERE, DESIGN PROFESSIONAL(OR OTHERWISE APPROVED INDIVIDUAL)AND PROVIDED TO THE BUILDING OWNER.THE REPORT SHALL INCLUDE THE FOLLOWING: O 1. LIST OF DEFICIENCIES FOUND DURING THE TESTING REQUIRED BY THE COMMISSIONING PLAN THAT HAVE NOT YET BEEN CORRECTED AT �I V THE TIME OF THE REPORT. 2. LIST OF EQUIPMENT OR SYSTEMS NOTABLE TO BE FUNCTIONALLY TESTED DUE TO UNFAVORABLE CURRENT CLIMATE CONDITIONS.THESE 4/I�a�+ PIECES OF EQUIPMENT AND SYSTEMS WILL BE FUNCTIONALLY TESTED ONCE CLIMATE CHANGES ALLOW.TESTING IS DEFERRED UNTIL V CLIMATE CONDITIONS ALLOW PROPER TESTING. O 3. DESCRIPTION OF NECESSARY CLIMATE CONDITIONS REQUIRED FOR FUNCTIONAL TESTING OF DEFERRED EQUIPMENT AND OR SYSTEMS. 0 " THE BUILDING,OR PORTION THEREOF,SHALL NOT PASS THE FINAL MECHANICAL INSPECTION UNTIL SUCH TIME AS THE CODE OFFICIAL HAS RECEIVED A LETTER OF TRANSMITTAL FROM THE BUILDING OWNER ACKNOWLEDGING THAT THE BUILDING OWNER HAS RECEIVED THE PRELIMINARY r COMMISSIONING REPORT.THE CODE OFFICIAL MAY REQUIRE A COPY OF THE PRELIMINARY REPORT FOR REVIEW. N to revision: no. desc. date project: 231 106 date: 02.11.2025 permit set CITY APPROVEDPLANS baawrar�°� mechanical PPLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS c o m c h e c k m0.02 Page 143 of 180 MUSGROVE ENGINEERING,P.A. zB4 s.wn„P war 55\oNAL FNa 0oiu,ID9370 83709 �� tsT 208 3M.0585 Us ww 25,h Sim, daho 133ri 7 A I Falh,ID 83402 208.523.2M2 2/132025 t� PROJEmaECT2d,a ��16, m �TFOF gyp•(` /A.. R\ C Z F _ J Wo ZONE 15 ZONE 14 ZONE 12 ZONE 10 ZONE 8 � C 7J F - - r T1 F Z =1 r r rTil - -- ZONE 3 �0 Ogg, J I I 9 ZONE 2 i i IIII - --------, r 1n u -_3- L_ LLLL VA, ZONE 16 -- -_ MUSGROVE ENGINEERING'PA F zoNE a ZONE 13 N 9 ZONE 7 -----J 2346 IMeBPER,N000 4rAr BOIeE IOAIq 897'88 Z071f SUMMary CT; 1wamAC/Wmy 0.. Con40Ion5 I 9A.W .6 1N ZONE 1 OMPUTTBD By: JAR DATE- 234J.1-24 CMGY-JAR n�j�nL t =J I 9.n.e1. Td,M G,"- Unn S.I.,lMn to cao0n9 Lo.d Lo.d aa. r - --1 ZONE 17 N.ANw,44r IKOOR .TIM k9E STUN 6TIM N6M14L r08 1I4).R PBI MUNBEa Oc OSA TOMB am Fr. r1/114arwr,ow MMMAL TON P[OR6 r -R 2 lot 358 TIME 3 at95 7.318 0.6 603.4 4 53 3 Ortn4102 124 3 71 1 178 Z 499 0.2 sat 1 16 (Mu tOs 128 $300 2 4,174 4,456 04 3446 1 16 5011-tw 100 424e 1 aeto 4,091 0.3 z9sa1 ,A 5 W.1k Fbx+OS 190 6.232 2 7,079 7,360 0O'S.6 309.8 2, floor mechanical zoning plan .T t.ca,\R 1U6 172 9239 ?.M 2.1M to 1952 2 25 j)first 9 Wtw 70e +V 40203 13 9/.180 99TT.' 8.3 114A 20 393 10 gloor1109 1i50 46566 tt 620 7DE 7.6 ,34.5 1- 295 1/16"=1'-0" 11 SRO 110 3255 1 2.511 3107; 0.3 4297 ) 21 r2 rbeT 11 113 3.350 1 2551 3 % 0. 4435 21 13 RNEW I I +292 82.601 24 26,212 2a21. 2.2 1964.9 C 322 This document is the 14 Sikh Gntd.119 W 62,933 16 27,451 356E 3.0 281.4 3" Sol property of erstad 15 Mialo Hmit,1 t u, 25 2759 24 4I ARCHITECTS and is 16 r.-I1 Cra0e 121 fat 02.933 t6 27451 35.W.. 3.0 2814 3U 501 protected by U.S. and II .N.1h WWQ 22 541 52933 /6 - 37,BD5 3.2 266.9 30 Sol international laws. Use, 189.1M,M Or4,31123 'A1 52,233 16 xBW 3.0 2814 30 Sol reproduction, or t9 radel 'At 10 j" 3?MW. J2 2059 30 1 20 Orade 125 141 52.903 16 35866 I a 281 document 30 501 o me nt tio of this d without first 21EkIto Grad.126 54, 52.933 16 WADS 3.2 2869 30 5o1 22141d"AM 1x8 r108 77W3 23 4 - $1,997 46 2544 4• .07 obtaining written 23 Buyr,ess 129 81B 51.144 15 35.02c 3.2 236.5 29 465 permission of erstad ARCHITECTS is prohibited. 24 Cr4n1vl Amm 127 1166 76 2 23 5124E 4.5 257.9 4• 687 256rwM,V1U,M Rdwn 133 166 up13 4 - 1Q12i 0.8 3142 Ii n5 This document may not be 26 1 4 1 21 1 used in any unauthorized manner. 4J2022 27 Neth GnUe 203 841 5503T t6 37.72E TI 267.5 30 Sol 28 NAM Ciao 204 841 55 W 7 16 24E 257.t 3D Sol F 29 Twat G..%205 841 55W7 16 37.7Y. 2675 3" 541 3D T" rode 206 84, 55wr 16 A, 257.1 30 OUT 31 E11-0 Grad.207 841 5503T 16 - 37.72E 267.5 30 501 32 EW-0 GrA0.206 841 SSW` 16 4.W 257 1 30 SolH5 33 k.,W e , 11 t Tr 1 I :" . , ,^ 34 EW,"Grade210 84' 55.NT 16 79.24E 3.3 257.1 70 501 v, 35 TwM crag.211 853 55 0 16 220 3-2 267 6 30 503 ZONE 28 ZONE 25 ZONE 23 ZONE 21 ZONE 19 � M %T-It,Grrdt 212 M3 '0475 17 41 47C is 2468 :311 5113 /� M 38 Ca'W.'2 TD....m 219 1290 u,7065 21 19,2T2 31,RX 2 2 ,1 d' 257 r Tl F F \A/ 00 38 Corgor Z00 35d0 8/b72 21 315ri 316?'=� 2.6 /A6,.9 C :98 1i.II 3441 3 81 .. .. .. .. .. .. .. T 40 rO"- 1 1 4 n 1• L JL J L JL J ^ •- &ICIe1RVvan317 67, 45A36 �Rl 32404 7 2465 2: 401 (�-�42 EYoil•t 307 2882 6.073 11.97i 4.3 665.a 29 795 �° V °q� �I °� N43 Wt.I SigJ 5600 163890 %ow 80 Bpi.l h =r• �S' a ahl La.d.. 680t9 x.7992e0 1,T32.759 144.4 30 1+49 wne_ r rr r ZONE 29 r rr r 0 Ena Com Ilan Cabulttl s NW E ent Sch duly - - �I E N,Pmta a.. ,d I-d an n.aI.v imbi.�:. .. .. .. .. .. .. _ tZ 7 � ZONE 24 ZONE 22 ZONE 20 ZONE 18 o ^+ O IM V/ 0 �E L � � m ZONE 27 ZONE 26 ENE � --- - A\ 0 0 4/ t L second floor mechanical zoning plan 4) r- 7 N revision: no. desc. date project: 231 106 date: 02.11.2025 permit set mechanical CITY APPROVED PLANS zoning MANS MUST BE ON JOB SRE FOR ALL INSPECTIONS plans m0.03 Page 144 of 180 MUSGROVE ENGINEERING,P.A. 55�pNAL FN 2M s.Weise—i Wxy B°iw,ID83709 208.384.0585 n45 W«,25m. so-«, 133 7 A 1 .ems,M 834m z 208.523.2852 311/2025 s PRWEECT 22414« ✓rgxF OF XOP 7( q`RiV A. RxG H i 1 -1 -R-9 - - - - - - - - - - - - - - - - - EH 102 - - - - - - - - - - 1 1 - 22710" R-11 ' "m AAA 000 III EH 2N «.amm.m 1 1 1 ► 1 1 4 1 1 so 10 0 22"z10 g"g °O 1 4 16" - - - - - - - - - - - - = 12"m t 1 1 EH 1 m ns - - - mn Oroy.r 1 1 - 0 R-11 204 -,oa _ �� 103 14 m - -— 14 m - - 14'm - 1 203 FC FC 203 O O 16"0 L - ' °3 f 14"x14" R-10 18.0 - -4 _ - w.w�iP«. 210 1 CFG103 R_7 103 22"Y,22" 1 1 400 1B- I I 18"m 1 - - T I - ITO e 1 I 1 22"Xt0" . 2z^z1o• t 1 R7u „: 1 I - - - - 1 1 aN ,oa 1 - mnax,n ur_.a. - � R- mu+,s R-11 R-11 16"xi6" 9 R-10 R-10 LJ xN �°m.f - -—-— 1 16'k16" LJ �� i6"zifi" i6"xi6" Milo R_10 �,z r \ 1 1 ',en 100 _ 22X10 11X10 22"X22' 22"Y,22" 22"Y,2T, 2os +007 _� -I�}�„, This document is the �16"zifi i " R-9 207 1 ®_ 1 LM propertyof 16N16" ,Vx,V - - 16N16" 1 R-12 - - - , , 22"x10" - - - - EF - ARCHITECTS and is t T----- - - - - i6"xi6" x , 101 5 y U.S. and I R-9 R-9 22"X22' - 209 pg 2g^�g^ +oa x protected,by 20" 12"m nternati reproducLion laws. Use, na« ► i6'ki6" modification of or this 18'k18" ® ® ® ® ® 22X10 21X10 22X10 215 I 0 18"m 22^x10" 2"x10" 22'k10" 16"m �1 IF document without first R-5 6" 16"x16" ',, obtaining written - - - - - - - - - - - - - - - - - - - - - ®® �" 8'D permission of erstad _ _ y - - ARCHITECTS 1s rohibited. 215 ® 215 ® 215 920 ,am ~RTLL118 1 1 ° used document ynun uthorizedbe ns. This not 14" i6"m 18" 4 214 R-10 8" 209 209 209 209 3u-,os 208 2U manner. 02022 22"X22' - - - - - - - 16N16" 16N16" - - - 16N16" - - - - 2 8, - - - g t is'kis^ R-10 9°ii.. °ra«. -'- Y17;2 2" RISE i6"xi6" 22"X22' 1 1 Rrana~ EF 202 1 R-10 i i R-10 R-10 i mt, 36"z12" RI 106 16x16 x 201 so =❑+- - i6"xi6" q «mmx �nn .a 22'Xz2" 22"X22' „ae 22'X22' 16"x16" Rn+ 1 I 1 +2s� R.0 na ru n+ I,za l wiz,�� mu.,ae~ 7u-,m 24"x14" � d umW+«.rwm°m s x1s" F 1~ — 1 w� 0 I I 209 I � 4 4 18"m 18"m 18 \iaz r I R-10 r_- 1 1 1 208 I 201 18'm 1606' - \ 8" 22" " 18'm°' i20"m 1 1 i 215 � I %P-- EF RN24„ 211 g - - 202 05 ,.rOmm - 1 - - - - 28'x12• X4 - 210 B 14"m 14"m 14"m 14"m >< LJ 215215 1 10"m 18"x18" - - - 1 1 1 mn na: 1 ®®®W'"...' H /14" iq,m H F - - - - - _ J 1028 132A �i r� I .warm EF 208 I 1 H 1aa a = z16 . —— a 400 18"x18" 1 R-10 20 ® 210 zo°x1s° ----/ _ VEH 2 0 o «I 201 � �1Jr�Y�i�= 204 x12' — 16"m 22N14" - E_—_—_—_ mr 201 IH W O 24N24' L 206 24"x1' 101B /!� 1 r - - - - H 16"® 1 ®® 1 21 16,0 22"A4" 211 - V - zoe - - - -- -- V CD =_J J \IJ ®® 22'x10' can 101A 218 (ryP OF 4 O ► 0 _ U `Rm,os 9 - - R-11 - - -1 - - - - - - - - - - - - - - - - - - - - - 2271a - - - - - - - - - - - - - - - + - - - - - - - - - - J - - - - - I I I I I I I I I I I e 5 204 I 10 > � 7@ N g f.5 PROJECT NORTH floor hvac plan revision: 1/8"=1'-0° no. desc. date 1 addendum 1 03.05.2 project: 231 106 date: 02.11.2025 keyed notes: keyed notes: ,�J.J OSYMBOL USED FOR NOTECALLOUT. O SYMBOL USE.FOR NOT CALLOUT. bid set 201 ROUTE RETURN AND SUPPLY DUCTS UP THRU ROOF AND TRANSITION TO UNIT 208 ROUTE SUPPLY MAIN THROUGH ROOF TRUSSES.COORDINATE WITH TRUSS AS REQUIRED.PROVIDE TURNING VANES IN ELBOWS AND A FLEXIBLE DUCT MANUFACTURER. CONNECTION AT UNIT,INTERNALLY INSULATE THE FIRST 15'-0"OF DUCTWORK 209 SUPPLY AND RETURN DUCTS DOWN FROM ABOVE. FROM THE UNIT, 210 EXHAUST DUCT UP THROUGH ROOF TO ROOF MOUNTED EXHAUST FAN. 202 CEILING CABINET FAN WITH HANGING VIBRATION ISOLATORS AND FLEXIBLE 211 SUPPLY AIR DUCT DOWN FROM ROOF MOUNTED MAKE-UP AIR UNIT. CONNECTION AT OUTLET.ROUTE EXHAUST DUCT OVER AND OUT 214 ROUTE SUPPLY MAIN TIGHT TO BOTTOM OF STRUCTURE. MANUFACTURERS WALL CAP. 203 DUCTLESS AIR CONDITIONING UNIT MOUNTED HIGH ON WALL.INSTALL PER 215 MOUNT GRILLE AT 45 DEG ANGLE.(TYPICAL) MANUFACTURER'S INSTALLATION INSTRUCTIONS PROVIDING THE REQUIRED 217 LOCATE BOTTOM OF GRILLE AT 1T-6"ABOVE FINISHED FLOOR. 1 S}` floor CLEARANCES FOR MAINTENANCE. 218 PROVIDE BALANCE DAMPER AT EACH DROP.(TYPICAL) 204 ELECTRIC WALL HEATER WITH INTEGRAL THERMOSTAT,INSTALL PER CITY hvac plan APPROVED LAN PS MANUFACTURER'S RECOMMENDATIONS. .-7—mvo- 1 206 OPENING ON TOP OF RETURN DUCT.PROVIDE EXPANDED METAL GRATE OVER PUNS MUST mE ON 10fl SITE OPENING. FOfl ALLINBflERIONB 207 CEILING ONNECTION AT OUTLETAN . ROUTE NG EXHAUST IONDUCT UPTHRRSAND FLEXIBLE m 1 ■ 11 CONNECTION AT OUTLET.ROUTE EXHAUST DUCT UP THRU ROOF AND TERMINATE WITH ROOF CAP. Page 145 of 180 MUSGROVE ENGINEERING,P.A. 55�pNAL FN 2M s.WnWarv.'o.d way X..M8370 208.384.0585 M5 Wm 25rh S— 133 7 A man.Fa ,M 83aoz 208.523.2862 31 1/2025 s PXaE�c*22414 o, ✓rg7F OF SOP�( q`RIV A. RAG H i 1 - - - - � - - - - - � - - � - - - - - - - - - - -T - 3 241 20s 0 24 zos UU 213 O 6" 213 ® ® G•-4"VTR 241 205 HOP 6" 213 6" 2 3 ■ EF 237 4 102 RTU O 211 Q ❑ 8"e 213 RTU RTU RTU RTU - RTU RTU RTU RTU - — RTU RTU - - - - - 118 236 This document is the 114 208 206 112 110 204 202 108 10fi ❑ Property of erstad ❑ ❑ ❑ ❑ ARCHITECTS and is po Oo po P y or. b U.S. and Q international laws. Use, RTU ❑ reproduction, or 115 ❑ ❑ ❑ ❑ u modification of this 6"m document without first ❑ ❑. obtaining written _ RTU permission of erstad 213 103 236 ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. 02022 RTU RTU RTU RTU RTU RTU RTU RTU RTU i 00 113 207 20s 111 Q 109 203 212 236 201 236 107 236 u p ❑ 10 RTU F� a - ❑ o � M VxU - - MAU (V) RTU RTU RTU EF 238 Do �� 236 102 `� QO 116 117 El 206 ❑ ❑ ❑ ❑ ❑ El vi ❑ 02A 239 02B 239 IM RTU "VTR ❑ ❑ ❑ ❑ ❑ G KEF 210 Q 103 237 }� is RTU - - ❑ 0---4'VTR KF 10 B a -J I" 21s 0 0 MAU 236 236 219 v g O 10 I I I I I I I I I I I I N g f.5 f e.8 e.6 e.4 e.3 e d c b a PROJECT NORTH hvac plan revision: 4 118"=1'-0° no. desc. date 1 addendum 1 03.05.2 project: 231 106 date: 02.11.2025 keyed notes: OSYMBOL USED FOR NOTE CALLOUT. b I d Set 205 ROUrE REFRIGERANT LINE FROM CONDENSING UNITS TO INDOOR UNIT. INSULATE ALL SUCTION LINES WITH FLEXIBLE FOAM PIPE INSULATION OF THICKNESS INDICATED IN THE SPECIFICATIONS.COVER ALL INSULATED SUCTION LINES EXPOSED ON THE EXTERIOR OF THE BUILDING WITH E-FLEX GUARD BY AIREX MANUFACTURING INC.PROVIDE REFRIGERATION STATION FOR REFRIGERANT PIPING PENETRATIONS PER DETAIL. 213 EXHAUST DUCT UP FROM BELOW.PROVIDE ROOF CURB FOR EXHAUST DUCT PENETRATION AND TERMINATE WITH MANUFACTURES ROOF CAP. 236 SEE RTU MOUNTING DETAIL FOR FURTHER INFORMATION. roof hvac 237 SEE EXHAUST FAN MOUNTING DETAIL FOR FURTHER INFORMATION. 23B SEE UTILITY SET EXHAUST FAN PLATFORM DETAIL FOR FURTHER plan CITY,APPROVED PLANS INFORMATION. .aeTa,cae<cam,raM. 239 SEE KITCHEN HOOD TYPE 1 EXHAUST FAN DETAIL FOR FURTHER INFORMATION. PIANS MUST BE ON lOB SITE 240 SEE RTU CURB SPRING RAIL DETAIL FOR FURTHER INFORMATION. FOX ALL INSXERIONS 241 MOUNT CONDENSING UNIT ON MIRO PLATFORM.SEE DETAIL FOR FURTHER ■ INFORMATION. Page 146 of 180 MUSGROVE ENGINEERING,P.A. zJa s.wnrsaar..'ooa war 55\ONAL FNC Ooiu,LD BJ'!09 208.J84.0585 U5wm251h Sldaho 133ri 7 A I Falh,ID 8J402 208.523.2862 2/132025 t� PRWECT2241a m �qTq�OF iV A. R\ HIGH EFFICIENCY DUCT TAKE-OFF (SEE NOTES 1&3) 1.5' MINIMUM RECTANGULAR STEEL BAND DUCT(SEE PLAN BALANCE NOTES: FOR SIZE) DAMPER(SEE NOTE 2) 1. FOR TAKE-OFFS LARGER THAN 12"DIAMETER,USE A FACTORY MANUFACTURED DAMPER. SUSPEND ELBOW LOUVERS&DAMPERS,INC.MODEL CD-600 WITH A LOCKING AND QUADRANT OR F EQUAL. FROM STRUCTURE 2. ROD CONTINUOUS ON 2"W.G.CLASS AND ON ALL DAMPERS OVER 12"DIAMETER. RIGID SHEET METAL 3. BLADE 22 GAGE MIN.,BUT NOT LESS THAN TWO GAGES MORE THAN THE DUCT GAGE. DUCT(SEE PLAN FOR SIZE) 4. PROVIDE REMOTE CEILING OPERATOR WHERE DAMPER IS INACCESSIBLE. SEE SECTION 1 5. FOR DUCTS OVER 12"HIGH USE MULTIPLE BLADE DAMPERS(SEE FIG.C). �—� y \ OPTION 1 IN. ff—�6. ALTERNATE MANUFACTURERS:AMERICAN WARMING,SAFE-AIR/DOWCO,JBJ,LOUVERSB m,•M Tv v � z� DAMPERSKIN,AILER,ARROW UNITED,POTTORFF&CESCO. L —� AIR X PROVIDE PLASTIC ELBOW SUPPORT WIRE — — ON ALL AFLEX FLEX-FLOW OR TITUS FLEX-RIGHT) WING GIs" jy/ ON ALL FLEX DUCT ELBOWS AT DIFFUSERS,SIZED NUT 3/8"QUADRANT sp FLOW TO FIT DUCT.ALTERNATE:CONTRACTOR MAY VOLUME DAMPER DAMPER ARM DUCT HEMMED LOCKING QUADRANT USE BEOHW. DUCT ELBOW IN PLACE OF FLEXIBLE (SEE NOTE 1) (SEE NOTE 4) EDGE h. x HANDLE OR REMOTE ��� 1.5' SQUARE TEE W/ SQUARE TEE WI CEILING OPERATOR WHERE 318"PIN MINIMUM DUCT RADIUS WYE TURNING VANES DUCT INSULATED FLEX STEEL BAND TAKE-OFF TAKEOFFS DAMPER IS INACCESSIBLE DUCT.MAXLENGTH DAMPER 6'-0' BLADE(SEE STAND OFF (SEE NOTE 4) NOTE 3) m•TuRNixcvnra=s CEILING DIFFUSER GA.BLADE OPTION 2 NYLON OR STAINLESS STEEL RIGID CLAMP OVER INSULATION NOTES: r� SEE SECTION 1 il8" DUCT OR ROUND NYLON OR STAINLESS STEEL ` ROUND DUCT CLEARANCE 1. SUPPORT SYSTEM SHALL NOT DAMAGE,CRIMP,OR INHIBIT DUCT FREE AREA IN ANY WAY. ALL AROUND DIFFUSER CLAMP OVER FLEX DUCT \ RODSEE NOTE 2) UPTO18" V I a—MMIMM 4=20-MIMM COLLAR e\ ( ) 2. FLEX DUCT MUST NOT EXCEED 6'-0"FROM CONNECTION TO TERMINATION. h FIG.A FIG.B INSULATION "16, 3. MAXIMUM LENGTH BETWEEN SUPPORTS MUST NOT EXCEED 3'-0'O.C. SQUARE ELBOW W/TURN G VANE CONCENTRIC TRANSITION ECCENTRIC TRANSITION (SEE NOTE 4) DUCT 0°ELBOW HEAD248 LONGSHHEETEET PAN METAL 4. ATTACH BANDS OR WIRES TO SUPPORT STRUCTURE ABOVE. (SEE NOTE CEILING TRACK HEAD FLEX DUCT SUSPENDED 1/2"QUADRANT DUCT 5. FLEXIBLE DUCTWORK SHALL BE FLEXMASTER 8-M,THERMAFLEX MK-E OR AN APPROVED EQUAL. q) SCREW THRU CEILING ate'Mix. TRACK INTO DIFFUSER 6. FLEXIBLE DUCTWORK SHALL BE INSULATED WITH A MINIMUM R-VALUE OF 5. �') 112"ROD x 1 x Iu In This document is the NOTES: 7. FLEXIBLE DUCT FOR INDOOR USE ONLY;DO NOT INSTALL OR STORE PRODUCT WHERE EXPOSURE TO DIRECT SUNLIGHT CAN �_ xi M „i x x property of erstad OCCUR.PROLONGED EXPOSURE TO SUNLIGHT MAY CAUSE DETERIORATION OF VAPOR BARRIER. + TI "11 ARCHITECTS and is 1. TAKE-OFFS SHOULD NOT BE INSTALLED CLOSER THAN TWO WIDTHS 18"GAGE MINIMUM �MiN protected by U.S. and TO ELBOWS OR INTERSECTIONS. 8. TERMINAL DEVICES SHALL BE SUPPORTED INDEPENDENTLY OF THE FLEXIBLE DUCT. + International laws. Use, LISTED AND LABELED TAPE OR BLADE 6"T09"WIDE. a=Is°MsnLUM mx MaxnSrhn rmucnox reproduction, or MASTIC PER UL181A OR 18 GA.BLADE MIN. 9. REPAIR TORN OR DAMAGED VAPOR BARRIER/JACKET WITH DUCT TAPE LISTED AND LABELED TO ILL 181B;IF INTERNAL CORE IS modification of this UL181B 2. SEE BALANCE DAMPER DETAIL. PENETRATED,REPLACE FLEXIBLE document without first SECTION DUCT. 45°ELBOW MITERED RADIUS OFFSET OBSTRUCTION obtainin written r41 3. X NOT LESS THAN Y. 1/8" REDUCTION 9 I 10. AVOID BENDING DUCT ACROSS SHARP CORNERS OR INCIDENTAL CONTACT WITH METAL FIXTURES PIPES OR CONDUITS. f �f CLEARANCE OFFSET permission often 4. FLEXIBLE DUCTWORK SHALL BE FLEXMASTER B-M,THERMAFLEX M-KE ALL AROUND ARCHITECTS is prohibited. OR AN APPROVED EQUAL.FLEXIBLE DUCTWORK SHALL BE INSULATED 19"T048" 11. SHALL NOT BE INSTALLED WITHIN 4INCHES OF HOT EQUIPMENT(FURNACES, STEAM PIPES,ETC.)THAT IS ABOVE 250°F. NOTE: This document may not be FIG.0 used in any unauthorized WITH A MINIMUM R VALUE OF 5. ALL DUCTWORK TRANSITIONS SHALL BE CONSTRUCTED AND INSTALLED TO SMACNA,SPECIFICATIONS AND THE ABOVE NOTED ELEVATION,TWO FIG. 12, SHALL NOT BE INSTALLED IN CONCRETE,BURIED BELOW GRADE OR IN CONTACT WITH THE GROUND. STANDARDS.ANY DEVIATIONS SHALL BE COORDINATED WITH THE manner. ®2022 5. RUN-OUT SHALL BE SAME SIZE AS COLLAR. BLADE ARRANGEMENT D ENGINEER, 1 HIGH-EFFICIENCY TAKE-OFF DETAIL 2 BALANCE DAMPER DETAIL 3 FLEXIBLE SUPPORT DETAIL 4 RECTANGULAR DUCT FITTING DETAILS_ n.t.s. n.t.s. n.t.s. n.t.s. ( M cM 00 N �..� r � � C E O_ p .uN�ixevNFs � i+ L z� ,�+ V xi sx xvFx � � O MITERED ELBOW WELDED Z STRIP TO DUCT CONTINUOUS }+ MI RADIUS ELBOW 90°GORED ELBOW 5 GORE MI TURNING VANES 45°GORED ELBOW 3 GORE METAL FASTENERS: WELD TO BE WEATHER TIGHT L EXHAUST FAN.REFER TO FAN O v�.a z�• vx-Ia•zs OMARK INSUL-PINS,DURO DYNE FASTENERS OR GRIP NAILS SCHEDULE FOR SPECIFIED MODEL v ux v=zs•uP,z=lr INSTALLED BY GRIP NAIL AIR HAMMER OR AUTO FASTENER SEAL AROUND LAG BOLTS TO 2x HAMMER L EQUIP. BE WEATHER TIGHT,TYPICAL 24 GA GALVANIZED COUNTER � DUCT LINER PROVIDE SHEET METAL NOSING OR FLASHING.EXTEND UP SIDE OF mo to N z SLEEVE OVER ANY EXPOSED LINER COUNTER FLASHING ROOF CURB BETWEEN FAN e• WHICH FACES THE OPPOSITE BASE AND WOOD RAILER. I I \ DIRECTION AS THE AIRFLOW Y / 2X12 WOOD NAILER FACTORY WOOD ROOF INSULATION MINIMUM NAILER 12" �f� \�` SHEET METAL DUCT ON ROOF DECK TOP AND BOTTOM LAG FAN BASE TO WOOD 90°TEE CONICAL`— 90°TEE 45'LATERAL TAP `� ROOFING.EXTEND UP NAILER,TWO SCREWS ON W/OVAL TO SECTION OF LINER DUCT TBVISIOn: FITTING FITTING SHALL OVERLAP ROOFING MATERIAL SIDE OF ROOF CURB EACH SIDE OF CURB ROUND TAP SPACING- THE SIDES. ETWEEN FANANDOODNAILERE 12"ABOVE no. desc. date PER SMACNA EXISTING ROOF 11/2"INSULATION ROOF, r (TYPICAL) INSULATION MIN. Ix T �x EXISTING ROOF DECK 18 GA GALVANIZED STEEL f — x FACTORY ROOF CURB FACTORY DAMP—Iz��z fv�� / 4 IfJFfY TRAY ER \ DUCT LINER(TO BE PROVIDE 20 GAUGE SHEETMETAL PLATE ROOF DECK z=x.rp•Idx.l v=ax;z=sEE Re+a ' ADHEREDTODUCTWIJ BETWEEN ROOF DECK AND ROOF CURB.CUT 100%ADHESIVE SEE HOLE IN PLATE TO SIZE OF DUCT.EXTEND USE SILICONE CAULK AND SPECIFICATIONS) FLANGED DUCT DOWN THRU OPENING AND SHEETMETAL SCREWS TO SEAL CONCENTRIC TRANSITION ECCENTRIC TRANSITION OFFSET WYE TRANSITION TO SIZE SHOWN ON PLANS. FLANGE TO PLATE FITTING LAG CURB AND DUCT SUPPORT PLATE TO ROOF project: 231106 ALL ENDS OF LINER ADHESIVE N BLOCKING BETWEEN ROOF STRUCTURE: MOTORIZED DAMPER OR BACKDRAFT DAMPER DECK AT TWO PLACES ON EACH SIDE OF CURB.USE NOTE: SHALL D W1 BE WOOD-4X4BLOCKINGW/4X4HANGER SET ON FACTORY DAMPER TRAY.REFER TO THE FOLLOWING:FOR METAL DECK,USE date: 02.11.2025 ALL DUCTWORK TRANSITIONS SHALL BE CONSTRUCTED AND INSTALLED TO SMACNA AND THE ABOVE NOTED STANDARDS.ANY SHALL BE BUTTED FIRMLY ON EACH END FAN SCHEDULE FOR DAMPER INFO.PROVIDE SHEETMETAL SCREWS.FOR WOOD DECK,USE LAGS. DEVIATIONS SHALL BE COORDINATED WITH THE NOT MORE THAN 2" TOGETHER. GASKET TYPE SEAL BETWEEN DAMPER AND FOR CONCRETE DECK,USE EXPANSION ANCHORS. ENGINEER. FROM EDGE OF LINER LAG BOLTS ARE TO BE EVENLY SPACED TRAY TO PREVENT WATER LEAKAGE. EVERY 8"OF LENGTH OF CURB,LAG BOLT SHALL BE 1/2"0 AND PENETRATE .01 NAILER 5 ROUND DUCT FITTING DETAILS 6 DUCT LINER DETAIL 7 DUCT THROUGH ROOF CURB DETAIL FOURINCHES 8 EXHAUST FAN MOUNTING DETAIL permit set n.t.s. n.t.s. NTS NTS hvac details CITY APPROVEDPLANS FLAN NALL IN PEMONSNE m3. 1 1 FOP ALL INSPECTIONS Page 147 of 180 MUSGROVE ENGINEERING,P.A. zM S.wn'Perwom war 55�oNAL FNG 2.25" Boise,ID 93709 Q4' tsT M208.384.0585 FASTEN TO a5 ww 25m SL A UNIT CURB Idaho Falh,ID 8J402 WITH(2)N0.12 SUSPEND FROM SCRE NIT HOLD DOWN CLIP. o o SUPPORT DIMENSIONS PER JOB 1i STRUCTURE AS REQUIRED ww...m szu Parom 2/132025 t� S. 0 o PRaEc 22-aia ✓T,y� gyp'(` 14 GAUGE GALVANIZED SPECIFIC REQUIREMENTS. PROVIDE WITH GRATING. PAINT LOCKED SPIRAL % q G STEEL.ALL DIMINSIONS SUPPLY DUCT. A' ARE I.D.(TYPICAL OF 4). DIM.BASED ON FASTEN TO UNIT ROOFTOP BASE RAIL WITH DUCT FLANGE __- �`ii ROOFTOP UNIT OPPOSED BLADES.ADJUSTAS MANUFACTURER. (2)NO.12 CONNECTION AT I� REQUIRE FOR BALANCING ROOFTOP UNIT SCREWS. J j� (4)No.2 SCREWS,TOP AND BOTTOM ROOFTOP CURB. 2"HIGH DENSITY RUBBER AT EACH CORNER OF 14AGAUGE —SUPPLY GRILLE GALVANIZED STEEL PLATE,4'LONG n ..-'i UNIT BASE RAIL i DUCT FLANGE `"- --.� it �_ ______________ __----=-i (BY MECHANICAL CONTRACTOR). P CONNECTION AT i I a I 2X4 FACTORY WOOD NAILER ROOFTOP CURB ij SHEET METAL FLASHING UNIT HOLD DOWN CLIP CONTINUOUS 318"LAG BOLT,SEE SCHEDULE FOR (BY MECH. UNIT SUPPORT NUMBER REQUIRED. CONTRACTOR) REMOVABLE SHEET METAL COVER FOR (BY MECH COUNTER FLASHING '� ADJUSTMENT AND INSPECTION o z CONTRACTOR) (PROVIDED BY CURB MANUFACTURER) u FLEXIBLE CONNECTION NEOPRENE WEATHERSEAL TO ROOFTOP COUNTER FLASHING(BY MECH. t CURB z CONTRACTOR) 45• 45" ROOFING N FLEXIBLE MATERIAL(SEE TRANSITION CONNECTION ARCH.PLANS) RIGID INSULATION(BY MECH. TO UNIT BASE SIZE DETERMINED FOR JOB SPECIFIC LOADING TO ROOFTOP ROOF INSULATION CONTRACTOR) OPENING REQUIREMENTS: CURB (VERIFY LOCATION W/ SPIRAL DUCT DETAIL 1 -750 LBS OR LESS REQUIRES(4)16N1" � Z ARCH.PLANS) N.T.S. j CLOSED CELL ROOFING MATERIAL SEE ARCH. -750 LBS OR LESS REQUIRES(4)16'x18" TRANSITION G y NEOPRENE AIRSEAL, ( -1000 LBS OR LESS REQUIRES(4)19'x23" UNIT OPENING x > PLANS) 1 L TOP&BOTTOM(BY �1" RIGID INSULATION(BY >. PROVIDE AN ADDITIONAL LAYER OF ROOFING MEMBRANE MIRO RECYCLED RUBBER SUPPORT PADS.SIZE a > MECH.CONTRACTOR). ROOF INSULATION(VERIFY LOCATION FACTORY CURB MECH.CONTRACTOR) BENEATH PLATFORM BASE.COORDINATE REQUIREMENTS DETERMINED BY THE BASE SIZE USED: 318"ROD,SECURE TO WITH MOUNTING �_ W/ARCH.PLANS) WITH THE ROOFING CONTRACTOR. -9'x15-114'REQUIRES SUPPORT PAD 22 x 20 STRUCTURE ABOVE,SEE ROOF DECK(SEE ARCH. FACTORY CURB WITH -16"A8'REOUIRES SUPPORT PAD 22z 20 STRUCTURAL HANGING DETAIL. FRAME PLANS) MOUNTING FRAME ROOF DECK(SEE ARCH.PLANS) -19"z23'REOUIRES SUPPORT PAD 24 z 27 SEE SCHEDULE FOR DUCTM-TTE META STRAP CONNECTION TYPE& TO ALL-THREAD ADAPTOR NUMBER REQUIRED. SEE ROOF CURB CUT SHEETS FOR 1"WIDE,20 GAUGE ROOF STRUCTURE.SEE TYPE&NUMBER REQUIRED. SHEETMETAL STRAP 2 LAYERS 112'GYPSUM BOARD BLOCKING BETWEEN ROOF STRUCTURE: STRUCTURAL PLANS. ROOF STRUCTURE.SEE ROOF 0 r 0 B 1 112"RIGID INSULATION WOOD-4X4 BLOCKING W/4X4 HANGER ON EACH END. STRUCTURAL PLANS. 1 0 0 FOR SOUND PROOFING METAL-4X4X1l4 ANGLE BLOCKING WELDED TO JOIST TOP CHORDS. 2LAYERS 5/8"GYPSUM BOAR o 0 (BY MECH.CONTRACTOR) CONCRETE-NO BLOCKING REQUIRED. (BY MECH.CONTRACTOR) BLOCKING BETWEEN ROOF STRUCTURE: AS NOTED BY THE STRUCTURAL ENGINEERS CURB TO ROOF CONNECTION SCHEDULE T RIGID INSULATION NOTES: FOR SOUND PROOFING NOMINAL TOTAL NO.&TYPE OF CONNECTION(EQUALLY SPACED) (BY MECH.CONTRACTOR) 1. PROVIDE WITH MIRO INDUSTRIES MODEL HD,HEAVY DUTY MECHANICAL GALVANIZED ROOF SUPPORT WITH ADJUSTABLE SUPPORT LEGS. ROOFTOP MAX. LATE? ROOF STRUCTURE TYPE UNIT WEIGHTS FORCE 2. SUPPORT SHALL EXTEND A MINIMUM OF 6'BEYOND EQUIPMENT IN EACH DIRECTION. EXPOSED SPIRAL DUCTWORK CAPACITY (Fp) METAL WOOD CONCRETE DUCTWORK SHALL BE PAINT 3. BOLT EQUIPMENT TO MECHANICAL SUPPORT,AMINIMUM OF(4)LOCATIONS. LOCKED.REFERTO 3.6 TONS 750 LBS 810 LBS (4)112"LAG BOLT (4)1IT LAG BOLT (4)3/8"EXPANSION BOLT MANUFACTURER SHALL PROVIDE CALCULATIONS FOR THE CURB MOUNTED SPRING RAIL SHOWING SPECIFICATIONS FOR JOINT FINISH COMPLIES WITH THE INTERNATIONAL BUILDING CODE COMPLIANCE WITH THE INTERNATIONAL BUILDING CODE(LATEST ADOPTED EDITION). 4. APPROVED ALTERNATE MANUFACTURERS:UNISTRUT AND ROOF-PRO REQUIREMENTS. This document is the property of erstad ARCHITECTS and is 1 ROOFTOP UNIT - MOUNTING DETAIL 2 RTU UNIT - CURB SPRING RAIL DETAIL 3 CONDENSING UNIT PLATFORM DETAIL 4 EXPOSED SPIRAL DUCT SUPPORT DETAIL protected by U.S and nternatio nal laws. Use, reproduction, or modification o n.t.s. n.t.s. n.t.s. n.t.s. is document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. ®2022 N M M ACCESS DOOR THREADED ROD �� 00 FOR SECURE OF DOOR.INSTALL THERMAL CERAMICS BY(FIRE PER MANUFACTURERS RECOMMENDATIONS. MASTER)FASTWRAPXL(TWO GREASE DUCT LAYERS REQ'D),OR AN APPROVED SEE PLANS FOR SIZING (n EQUAL.INSTALL PER SUPPLY DUCT.SEE PLANS FOR HOOD AND CONTINUATION. 1"MIN.CLEARANCE BETWEEN DUCT MANUFACTURER'S TYPE AND MAKE-UP METHOD. 1/21N.STEEL BANDING PLACED AND COMBUSTIBLE CONSTRUCTION RECOMMENDATIONS. 1-1, 2IN.FROM TRANSVERSE M JOINTS AND MAXIMUM 12 IN,O.C. CONJOIN WRAP PER \ .� MANUFACTURER'S RECOMMENDATION \\\ 1 E 16 GA.EXHAUST DUCT WELDED �� LNON-COMBUSTIBLE CEILING SYSTEM, CENTRIFUGAL UPBLAST EXHAUST ��� \\ —MINIMUM OF 3l8"DIAMETER. O (� __= ii LIQUID-TIGHT.CONSTRUCT IN = MINIMUM 18"FROM HOOD. r� FAN WITH HINGED BASE AND UL \ \\ -- O ACCORDANCE WITH SPECIFICATIONS AND — 762 LISTING.HIGH TEMPERATURE \\\ L IMC. BELT REQUIRED.REFER TO FAN \\ STEEL ANGLE OR SMACNA ® SCHEDULE FOR SPECIFIED MODEL. \\ EQUIVALENT SUPPORT SYSTEM. PROVIDE CLOSUREMAT BETWEEN HOOD& ® HINGED BASE \ \\\\ �y�[ MINIMUM OF 2X2X118IN. CEILING-SAME MATERIAL AS HOOD. - - 3'UN-INSULATED BACK STANDOFF FACTORY0 CD \\ INSTALLED.MEETS NFPA 96 REQUIREMENTS \ Q FOR CLEARANCE TO LIMITED COMBUSTIBLE U.L.CLASSIFIED FACTORY INSTALLED,MINIMUM 1"THICK,LAYER OF z THERMAL CERAMICS BY(FIRE MASTER) SURFACES. BAFFLE-TYPE GREASE OWENS CORNING TYPE 475 OR EQUAL. FAST WRAP.(TWO LAYERS REQ'D),OR V/ FILTER AN APPROVED EQUAL.INSTALL PER FASTDOOR XL OR EQUAL-UL / MANUFACTURER'S RECOMMENDATIONS L 4-0ISTED DUCT ACCESS AND ROOFING,EXTEND UP 2-HOUR RATED INSULATION V SIDE OF ROOF CURB SUPPORT AS SEAL ROOFING TO REQUIRE `J COVER INSTALLED PER CODE. Q D. HOOD SHALL OVERHANG COOKING SURFACE 6"MINIMUM CURB WEATHER TIGHT C ON ALL OPEN SIDES. GREASE DUCT z ROOF INSULATION SEE PLANS FOR SIZING 1/2IN.STEEL BANDING PLACED . r ROOF CURB N ON ROOF DECK AND CONTINUATION. 1-1D M FROM TRANSVERSE JOINTS EXPOSED CHARCOAL AND CHARBROIL-TYPE FIRES REQUIRE - - MOUNTING FLANGE AND MAXIMUM 12 IN.O.C. A MINIMUM DISTANCE OF 42"BETWEEN THE LOWEST EDGE N 00 to OF THE GREASE FILTER AND THE HEATING SURFACE. OVERLAP WRAP PER GREASE DRIP TROUGH MANUFACTURERS WITH REMOVABLE PAN RECOMMENDATIONS ROOF DECK TIGHT COMPRESSION JOINT 1"MIN.CLEARANCE BETWEEN FAST DUCT ACCESS&WRAP DETAIL. ON BOTH LAYERS. NON-COMBUSTIBLE CONSTRUCTION WRAP.OR AN APPROVED EQUAL FROM `°"`"°"°""` revision: LAG CURB TO ROOF DECK AT TWO COMBUSTIBLE CONSTRUCTIONS PLACES ON EACH SIDE OF CURB. �p Q- USE THE FOLLOWING:FOR METAL NOTES: n0. (�@SC. date(o G 16 GA.EXHAUST DUCT WELDED LIQUID TIGHT DECK,USE SHEET METAL WITH TOP FLANGE TURNED OUT OVER TOP OF SCREWS.FOR WOOD DECK,USE 1. THERMAL CERAMICS FIREMASTER FASTWRAP XL OR APPROVED EQUAL IS TESTED TO ASTM E2336 AND UL LISTED CURB.TRANSITION AS REQUIRED TO FAN LAGS.FOR CONCRETE DECK,USE PER HNKT.G18 TO PROVIDE ZERO CLEARANCE TO COMBUSTIBLES AND TO PROVIDE A 1-OR 2-HOUR ENCLOSURE. APPLIANCE BY INLET.CONSTRUCT IN ACCORDANCE WITH EXPANSION ANCHORS. THROUGH PENETRATIONS FIRESTOP SYSTEMS ARE TESTED IN ACCORDANCE WITH ASTM E 814(UL 1479).ICC CODE OTHERS SPECIFICATIONS AND IMC. EVALUATION PER REPORT UL ER 14229-01. 2. COMPLIANT TO THE FOLLOWING CODES: NOTES: NFPA 96 MECHANICAL CONTRACTOR SHALL PROVIDE AND NTERNATIONAL MECHANICAL CODES INSTALL STAINLESS STEEL WALL COVERING AT 1. EXHAUST FAN SHALL HAVE A MINIMUM OF 10 FEET CLEARANCE BETWEEN THE OUTLET AND AIR INTAKES,ADJACENT UNIFORM MECHANICAL CODE AL CODE BACK OF COOK LINE.SEE ARCHITECTURAL WALLS OR BUILDINGS,AND PROPERTY LINES. ECHANIC DRAWINGS FOR COMPLETE AREA OF COVERAGE REQUIREMENTS. 2, EXHAUST DUCT SEAMS AND JOINTS SHALL BE CONTINUOUSLY EXTERNALLY WELD OR BRAZED LIQUID TIGHT. 3. INSULATION APPLIED IN TWO LAYERS WITH TIGHT COMPRESSION JOINT ON BOTH LAYERS AT ALL JOINTS. project: 231 106 3. HORIZONTAL DUCT RUNS LESS THAN 75 FEET IN LENGTH SHALL SLOPE NOT LESS THAN 1/4INCH PER FOOT TOWARD 4. CHANGINSTALL UL ANIRECTI N AND THERMAL MINIMUM CERAMICS FASTDOOR IZ OR TAL RUNS S OR ASSH DOORS ONAPLL GREASE DUCT date: 02.1 1.2025 CHANGES IN DIRECTION AND AT MINIMUM EVERY 20 Fr. HORIZONTAL RUNS OR AS SHOWN ON PLANS. THE HOOD.HORIZONTAL DUCT RUNS GREATER THAN 75 FEET SHALL SLOPE NOT LESS THAN 1 INCH PER FOOT TOWARD THE HOOD. 5. THERMAL CERAMICS DUCT WRAP SHALL BE INSTALLED DIRECTLY ONTO THE DUCT AND APPLIED FROM THE GREASE ° 4. EXHAUST DUCT SYSTEM SHALL HAVE CLEANOUTS AT ALL BENDS,AND NOT MORE THAN 20'ON HORIZONTAL RUNS AS HOOD CONNECTION TO THE CONNECTION TO THE GREASE FAN. REQUIRED BY CODE, 6. THERMAL CERAMICS DUCT ENCLOSURE SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE WITH �+et MANUFACTURERS INSTRUCTIONS AND UL LISTINGS. permit J 5. ANY STEEL EXHAUST DUCT SYSTEM EXPOSED TO THE OUTSIDE ATMOSPHERE SHALL BE PROTECTED AGAINST CORROSION WITH GALVANIZATION,PAINTING,OR WATERPROOF INSULATION. 5 TYPE-1 KITCHEN HOOD DETAIL 6 KITCH HOOD - TYPE 1 EXHAUST FAN DUCT DETAIL 7 GREASE DUCT WRAP DETAIL n.t.s. NTS NTS hvac details CI--A PPROVED PLANS PIANB MUBT BE ON lOB SITE FOR ALL INSPECTIONS m 3. 12 Page 148 of 180 MUSGROVE ENGINEERING,P.A. zJ4 s.wnrsaar..'ooa war 55YONAL FNG Ooiu,ID BJ'!09 208.J84.0585 U5ww25,h Svdaho 133ri 7 A I Falh,ID 8J402 ��JJee 208.52J.2W BEUMINUM DUCT UPTWEEN JOISTS TO HANGER RODMBN A'ImaParom q P 2/13/2025 or EXHAUST FAN.SEE ATEACH OR ER PRWECT22414 U'T PLANS FOR DUCT SIZE (TYPICAL OF 4) ff��18, MIN CEILING MIN m� I� r� J J� 1/4"ALUMINUM ROD = REFRIGERANT STATION CONFIGURATIONS(TOP VIEW) y (TYPICAL OF 2) - ALUMINUM DRIP PAN 1 SLOPED TO DRAIN TO ————————— PERIMETER TROUGH WALL SURFACE GASKET ————————— SEALED PER MANUFACTURER'S RECOMMENDATION SHEET METAL TOP,SLOPE AT 1/4"PER FOOT 0 o WALL ANCHOR SCREWS) ROOF ENCLOSURE MECHANICAL 2X4 FACTORY WOOD NAILER REFRIGERANT CURB AIREX WALL PENETRATION OUTLET OR EQUAL WITH FRONT VIEW SIDE VIEW ELASTOMERIC LINE-SET SLEEVED PENETRATION COMPRESSION SLEEVE REFRIGERANT PIPING FRAMED CURB WALL (LIQUID&SUCTION)TO CANT STRIP(BY MECH. CONNECT EXHAUST FAN TO OUTDOOR UNIT,SEE CONTRACTOR) CURB AS REQUIRED. SPECIFICATIONS FOR LIQUID AND SUCTION INSULATION REQUIREMENTS - 24 GA.GALV.METAL OVER ROOFING MATERIAL TOP AND FLASHING-ALL (SEE ARCH.PLANS) JOINTS TO BE WATER TIGHT UV CABLE TIE ROOF INSULATION (2)LAYERS OF 3l4' SPACE PER (VERIFY LOCATION W/ 12"MIN. \ PLYWOOD DECKING MANUFACTURER'S ARCH PLANS) CONDENSATE DRAIN RECOMMENDATIONA FILL VOIDS WITH BATT TROUGH AT PERIMETER 2" INSULATION OF HOOD 112"SLIP CONNECTOR STAINLESS STEEL FOR DRAIN AT REAR CLAMP �� BUILT-UP ROOF TO 2"X12'AT 16"O.C.RUN CORNER OF HOOD ROOF DECK(SEE EXTEND UP UNDER OPPOSITE DIRECTION OF (TYPICAL OF 2) ARCH.PLANS) FLASHING ROOF STRUCTURAL ELEMENTS BELOW NOTES: WOOD PLATFORM,MINIMUM HEIGHT EQUAL TO DEPTH OF 1. HOODS SHALL BE CONSTRUCTED OF 16 GAUGE ALUMINUM. ROOF INSULATION.USE 2' ANCHOR TO ROOF E REQUIRED ROOF STRUCTURE(SEE WIDE WOOD ON 16"CENTER. 2. PROVIDE ALUMINUM SHEET METAL CLOSURE BETWEEN HOOD AND CEILING. REFRIGERANT PIPING INSULATED SF RPIPING STRUCTURAL PLANS) This document is the TO INDOOR UNIT SEE SPECIFICATIONS FOR REQUIREMENTS, ANCHOR TO THE ROOF DECK property of erstad 3. HOOD SHALL OVERHANG DISHWASHER 12"ON ALL OPEN SIDES.SEE PLANS FOR HOOD SIZE. SEAL ROOF PENETRATIONS THROUGH DECK BUILT-UP ROOF INSULATION. (2)2"X12. (2 TON THRU 5 TON) VERIFY ROOF FRAMING ARC HITECTS and is protected by U.S. and international laws. Use, reproduction, or modification of this 1 TYPE II DISHWASHER HOOD (SINGLE WALL MOUNTED) 2 ROOFTOP REFRIGERANT STATION DETAIL 3 UTILITY SET EXHAUST FAN PLATFORM DETAIL document without first obtaining written permission of erstad ARCHITECTS is prohibited. NTS NTS NTS This document may not be used in any unauthorized manner. ®2022 N M cM 00 N 4- � � C E O p � V � O � � O � v }+ > O N revision: no. desc. date project: 231 106 date: 02.11.2025 permit set CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS hvac details m3. 13 Page 149 of 180 MUSGROVE ENGINEERING,P.A. 55�pNAL FN 2M&We�xy Ro.M83709 208.384.0585 M5 Wm 25e SN 133 7 A DUCTLESS SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE 91dah28.523.2W 208.52J.2862 311/2045 s Paas�22414 m ✓rg7F OF�pP 7( SUPPLY FAN COOLING REQUIRED AT 95°F HEATING REQUIRED ELECTRICAL INDOORI NOMINAL OSA,80°F EDB,62°F EWB AT 70°F OSA OUTDOOR UNIT MINIMUM OUTDOOR SYMBOL AREA SERVED TONS UNIT TYPE SEER OPERATING MANUFACTURER AND MODEL REMARKS WEIGHT CFM HP V/0 TOTAL MBH SENSIBLE MBH TOTAL MBH MCA MOCP Vl0 (LBS) FC101 HIGH WALL THROUGH DAIKIN FAN COIL MODEL FTKN12NMVJU CU.101 ELEVATOR EQUIP.112B 1.0 COOLING ONLY 425 N/A OUTDOOR 12.0 9.8 NIA S.fi 15 20811 19.0 25/75 CONDENSING UNIT MODEL RKI2NMVJU 1,2,3,4,5,6 UNIT UNIT HIGH WALL THROUGH FCFC 102 DAIKIN FAN COIL MODEL FTKN12NMVJU CU-102 I.T.118A 1.0 COOLING ONLY 425 N/A OUTDOOR 12.0 9S NIA 8.6 15 20811 19.0 25/75 CONDENSING UNIT MODEL RK12NMVJU UNIT UNIT REMARKS: APPROVED1. APPROVED UAL BY ENGINEER. 2. PROVDEMANUFATURE SACRANKCASE HEATER,NOLOWIAMBEINTICONTROLS&(TO 0-F)WIND RAFFLES,REF IGERATIONELLIINE SET SIZED BY MANUFACTURER,AND TAMPER PROOF PORT CAPS. PACKAGED AIR CONDITIONING SCHEDULE 3. CONTROL UNIT WITH MANUFACTURER'S HARD-WIRED WALL MOUNTED THERMOSTAT(WITH AUTO CHANGEOVER FOR HEAT PUMP VERSION ONLY). COOLING REQUIRED GAS HEATING SUPPLY FAN RTU ELECTRICAL ELECTRICAL POWER EXHAUST OPER. 95°OSA,80°EDB,fit°EWB ELEVATION NOM. OSA MIN. 4. PROVIDE WITH MIRO INDUSTRIES HEAVY DUTY MECHANICAL GALVANIZED ROOF SUPPORT WITH ADJUSTABLE SUPPORT LEGS.SUPPORT SHALL EXTEND A MINIMUM OF 6"BEYOND EQUIPMENT IN EACH DIRECTION.BOLT EQUIPMENT TO MECHANICAL SYMBOL AREA SERVED TONS CFM SEER/EER WEIGHT MANUFACTURER AND MODEL REMARKS SUPPORT. CFM ESP BRAKB DRIVE TOTAL SENSIBLE INPUT OUTPUT MCA MOCP Vl0 STATIC MCA MOCP V/0 (LBS) HP MBH MBH MBH MBH 5. PROVIDE WITH MANUFACTURER'S CONDENSATE PUMP,CONCEAL PUMP BEHIND UNIT WITHIN MOUNTING BRACKET ASSEMBLY. RTU-101 CAFETERIA/COMMONS 12.5 5000 0.75 3.88 DIRECT 137.5 110.8 200 164 68 80 2D813 0.75 11.5 20.7 2D813 1325 10.2 EER 1500 CARRIER48FEFM14 1 2 3,4,5,6,7 15.01EER STANDARD EFFICIENCY DUCTLESS SPLIT CEILING CASSETTE COOLING & HEATING UNIT SCHEDULE DZ EER CARRIER 48FEFM14 HEATING REQUIRED CARRIER 48FEDA04 COOLING REQUIRED AT 95°F ELECTRICAL INDOORI RTU-103 ADMIN 3 1150 0.60 0.51 DIRECT 32.9 35.5 53.6 43.2 18 25 20813 0.5 2.3 2.9 2DB13 350 14.0 SEER 1000 1,2,3,4,5,7 SUPPLY FAN AT 32°F OSA, STANDARD EFFICIENCY NOMINAL OSA,80°F EDB,62°F EWB OUTDOOR UNIT MINIMUM OUTDOOR 1 SYMBOL AREA SERVED UNIT TYPE 69°F EDB. SEER OPERATING MANUFACTURER AND MODEL REMARKS YA TONS HSPF WEIGHT CFM HP Vl0 TOTAL MBH SENSIBLE MBH TOTAL MBH MCA MOCP Vl0 (LBS) R -1 UL 20 0. 1. IR T .2 2.1 1 2 3 0. 2. 2. 2 3 2 14. SE 12 STANDARD EFFICIENCY 2, CEILING THROUGH CARRIER48FE-6 FG103 CARRIER INDOOR UNIT MODEL 40MBCQ24 RTU-105 KITCHEN 5 2000 0.60 1.07 DIRECT 54.2 42.1 120 96 30 45 20813 0.5 2.3 2.9 2DB13 285 14.0 SEER 12DO 1,2,3,4,5,7 HP103 CONFERENCE ROOM 2.0 CASSETTE 625.878 .067 OUTDOOR 25.5 19.0 30.0 20 30 20811 20.0111.5 501150 CARRIER OUTDOOR UNIT MODEL 38MBRQ24 1,2,3,4,5,6 STANDARD EFFICIENCY COOLIHEAT UNIT UNIT REMARKS: RTU 106 CORRIDOR 1151 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 325 14.0 SEER 12DO CARRIER48FEEA05 1,2,3,4,5,7 SUPPORT STANDARD EFFICIENCY 1. APPROVED ALTERNATE MANUFACTURERS:LENNOX,MITSUBISHI,PANASONIC,SAMSUNG,LG,DAIKIN,OR APPROVED EQUAL BY ENGINEER. CARRIER48FE-05 RTU-107 SEVENTH GRADE 119 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 STANDARD EFFICIENCY 1,2,3,4,5,7 2. CONTROL UNIT WITH MANUFACTURER'S HARD-WIRED WALL MOUNTED 7 DAY PROGRAMMABLE THERMOSTAT WITH AUTO CHANGE OVER. 3, PROVIDE MANUFACTURERS CRANKCASE HEATER,LOW AMBIENT CONTROLS&(TO-13°F COOLING TO-22°F HEATING)WIND BAFFLES,REFRIGERATION LINE SET SIZED BY MANUFACTURER (LONG LINE APPLICATION),AND TAMPER PROOF PORT CAPS. RTU-108 SIXTH GRADE 120 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 2D813 0.5 2.3 2.9 2D813 405 14.0 SEER 12DO CARRIER48FEEA05 1,2,3,4,5,7 STANDARD EFFICIENCY 4, PROVIDE WITH MIRO INDUSTRIES HEAVY DUTY MECHANICAL GALVANIZED ROOF SUPPORT WITH ADJUSTABLE SUPPORT LEGS.SUPPORT SHALL EXTEND A MINIMUM OF 6"BEYOND EQUIPMENT IN EACH DIRECTION.BOLT EQUIPMENTTO MECHANICAL SUPPORIPROVIDE 18"CURB,REFERENCE CONDENSING CURB DETAIL. RTU-109 SEVENTH GRADE 121 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 2DB13 0.5 2.3 2.9 2D813 505 14.0 SEER 12DO CARRIER48FE-5 1 2,3,4,5,7 STANDARD EFFICIENCY 5. PROVIDE WITH MANUFACTURER'S CONDENSATE PUMP,OR LITTLE GIANT MINI CONDENSATE PUMP,CONCEAL PUMP BEHIND UNIT WITHIN MOUNTING BRACKET ASSEMBLY.ELECTRICAL CIRCUIT FOR PUMP SHALL BE INTEGRATED TO FAN COIL. This document is the CARRIER48FEEA05 property of erstad 6. ELECTRICAL TO PROVIDE DISCONNECT AND HEAT TRACE BENEATH UNIT AND TO ROOF DRAIN. AlRTU-110 SIXTH GRADE 122 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 STANDARD EFFICIENCY 1,2'3,4,5,7 ARCHITECTS and is protected by U.S. and RTU-111 SEVENTH GRADE 123 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 2D813 0.5 2.3 2.9 2DB13 505 14.0 SEER 12DO CARRIER48FE-5 1 2 3 4 5 7 international laws. Use, ELECTRIC HEATER SCHEDULE STANDARD EFFICIENCY reproduction, or modification of this CARRIER48FE-5 document without first FAN ELECTRICAL RTU-112 EIGHTH GRADE 124 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 2D813 0.5 2.3 2.9 2DB13 505 14.0 SEER 12DO STANDARD EFFICIENCY 1,2,3,4,5,7 obtaining written permission of erstad SYMBOL AREA SERVED UNIT TYPE MANUFACTURER AND MODEL REMARKS CARRIER 48FEEA05 ARCHITECTS is prohibited. RTU-113 EIGHTH GRADE 125 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 2DB13 505 14.0 SEER 12DO CARRIESTANDARDEFECIENCY 1,2,3,4,5,7 This document may not be CFM RPM HP KW STEPS Vl0 AMPS used in any unauthorized manner. 02022 RTU-114 EIGHTH GRADE 126 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 CARRIER48FE-5STANDARD EFFICIENCY 1,2,3,4,5,7 EH101 ENTRY 100 RECESSED WALL MOUNTED 245 1400 118 2.0 1 2081 9.6 MARKEL MODEL 3420 SERIES 1,2,3 11.0 EER CARRIER48FEEA05 RTU-115 MEDICAL ARTS 128 6 2300 0.60 1.2 DIRECT 66.1 55.9 120 96 28 45 20813 0.5 2.3 2.9 20813 690 151EER 1200 STANDARD EFFICIENCY 1,2,3,4,5,7 EH102 FIRE RISER 113 SURFACE WALL MOUNTED 245 1400 118 2.0 1 2081 9.6 MARKEL MODEL 3420 SERIES 1,2,3 RTU-116 BUSINESS 129 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 CARRIER48FEEA05STANDARD EFFICIENCY 1,2,3,4,5,7 EH103 MECHANICAL 114 RECESSED WALL MOUNTED 245 1400 118 2.0 1 2081 9.6 MARKEL MODEL 3420 SERIES 1,2,3 M RTU-117 GRAPHIC ARTS 127 5 2000 0.60 1.07 DIRECT 54.2 42.1 120 96 30 45 20813 0.5 2.3 2.9 20813 285 14.0 SEER 1200 CARRIER48FE-6STANDARD EFFICIENCY 1,2'3,4,5,7 EH104 ELECTRICAL 117 RECESSED WALL MOUNTED 245 1400 118 2.0 1 2081 9.6 MARKEL MODEL 3420 SERIES 1,2,3 \V CULLINARY CLASSROOM CARRIER 48FEDA04 00 RTU-118 146 3 1200 0.60 0.51 DIRECT 32.9 35.5 53.6 43.2 18 25 2DB13 0.5 2.3 2.9 2DB13 315 14.0 SEER 10D0 STANDARD EFFICIENCY EHEH105 KITCHEN 155 SURFACE WALL MOUNTED 245 1400 118 2.0 1 2081 9.6 MARKEL MODEL 3420 SERIES 1,2,3 1,2,3,4,5,7 •� CARRIERMFEEA05 REMARKS: RTU-201 NINTH GRADE 219 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 STANDARD EFFICIENCY 1 2,3,4,5,7 (n 1. APPROVED ALTERNATE MANUFACTURERS:BRASCH,QMARK,INDEECO,OUELLET,AND CHROMALOX. CARRIER 48FEEA05 RTU-202 NINTH GRADE 220 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 2D813 505 14.0 SEER 12DO STANDARD EFFICIENCY 1,2,3,4,5,7 2. MOUNT BOTTOM OF HEATER 18'ABOVE FINISH FLOOR. 3. PROVIDE UNIT WITH AN INTEGRAL THERMOSTAT.THERMOSTAT SHALL BE COVERED WITH A TAMPER-PROOF ACCESS COVER. RTU-203 TENTH GRADE 221 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 2D813 0.5 2.3 2.9 2D813 505 14.0 SEER 12DO CARRIER 1,2,3,4,5,7 ' STANDARDD E EFFICIENCY FA05 F _ •� RTU-204 TENTH GRADE 222 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 CARRIERMFEFA05STANDARD EFFICIENCY 1,2,3,4,5,7 EXHAUST FAN SCHEDULE RTU-205 ELEVENTH GRADE 223 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 2D813 0.5 2.3 2.9 2DB13 505 14.0 SEER 12DO CARRIER48FE-5 2 3 4 5 7 A\ O STANDARD EFFICIENCY V/ O �E L BLOWER ELECTRICAL RTU-206 TENTH GRADE 224 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 2D813 0.5 2.3 2.9 2DB13 505 14.0 SEER 12DO CARRIER48FEEA05 ,2,3,4,5,7 MAXIMUM OPERATING STANDARDD EFFICIENCY 1FICIENCY Q� SYMBOL AREA SERVED UNIT TYPE WEIGHT MANUFACTURER AND MODEL REMARKS BONES CFM ESP MAXIMUM DRIVE HPW V/0 (LBS) CARRIER48FEEA05 /��/ RPM RTU-207 ELEVENTH GRADE 225 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 2DB13 505 14.0 SEER 12DO STANDARD EFFICIENCY 1,2,3,4,5,7 \V CD EF 101 BATH 148 CEILING CABINET 75 .375 950 DIRECT 80.2 W 11511 1.0 15 GREENHECK MODEL SP-13110 1,2,5 CARRIER48FEEA05 O RTU-208 ELEVENTH GRADE 226 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 1 2,3,4,5,7 STANDARD EFFICIENCY w` EF 102 GIRLS 103,BOYS 104 ROOF UP-BLAST 600 .25 1596 BELT 114 HP 11511 5.8 75 GREENHECK MODEL CUBE-099 1,4,6 CARRIER48FEEA05 4_0 RTU-209 TWELFTH GRADE 227 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 STANDARD EFFICIENCY 1,2,3,4,5,7 /I•I EF 103 MECHANICAL 114 CEILING CABINET 150 .375 1050 DIRECT 128 W 11511 3.5 15 GREENHECK MODEL SP-13150 1,3,7 CARRIER48FEEA05 �V O RTU-210 TWELFTH GRADE 229 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 505 14.0 SEER 1200 STANDARD EFFICIENCY 1,2,3,4,5,6,7 EF104 ELECTRICAL 117 CEILING CABINET 150 .375 1050 DIRECT 128 W 11511 3.5 15 GREENHECK MODEL SP-B150 1,3,7 11.0 EER CARRIER 48FEFM07 a_ RTU-211 CRIMINAL JUSTICE 226 6 2300 0.60 1.2 DIRECT 66.1 55.9 120 96 28 45 20813 0.5 2.3 2.9 20813 690 151EER 1200 STANDARD EFFICIENCY 1,2,3,4,5,6,7 /l (V �1/ (o EF 105 UNISEX 131 CEILING CABINET 75 .375 950 DIRECT 80.2 W 115/1 1.0 15 GREENHECK MODEL SP-B110 1,3,5 CORRIDOR 2151 CARRIER48FEEA05 RTU-212 SUPPORT 4 1600 0.60 0.72 DIRECT 43.8 32.2 88 70 26 30 20813 0.5 2.3 2.9 20813 325 14.0 SEER 1200 STANDARD EFFICIENCY 1,2,3,4,5,7 EF 106 UNISEX 132 CEILING CABINET 75 .375 950 DIRECT 80.2 W 11511 1.0 15 GREENHECK MODEL SP-13110 1,3,5 REMARKS: 1. APPROVED ALTERNATE MANUFACTURERS:BRYANT,TRANE,AAON,LENNOX,AND YORK, EF-201 UNISEX 230 CEILING CABINET 75 .375 950 DIRECT 80.2W 11511 1.0 15 GREENHECK MODEL SP-13110 1,2,5 rBVISIOfI: 2. PROVIDE UNIT WITH SEVEN-DAY PROGRAMMABLE AUTO-CHANGEOVER WITH 5 DEGREE DEADBAND,ADAPTIVE INTELLIGENT AUTOMATIC STARTI CONTROL,3 STAGE HEAT,2 STAGE COOLING THERMOSTAT HONEYWELL VISIONPRO MODEL TH8321R1001 WITH ECONOMIZER FAULT DETECTION.THERMOSTAT SHALL BE POWERED BY A 24VAC WIRE CONNECTION. no. desc. date EF-202 UNISEX 231 CEILING CABINET 75 .375 950 DIRECT 80.2W 115/1 1.0 15 GREENHECK MODEL SP-13110 1,2,5 1 addendum 1 03.05.2 3. PROVIDE UNIT WITH MANUFACTURER'S ROOF CURB,(SEE DETAIL FOR SEISMIC RESTRAINTS),FLUE EXTENDER,HAIL GUARDS,HIGH ALTITUDE KIT,THRU-THE-BOTTOM OF CURB ELECTRICAL CONNECTION KIT,HINGED ACCESS PANELS,MICROMETL GEAR DRIVEN INTEGRATED DRY BULB ECONOMIZER WITH BELIMO LOGIC ACTUATORS AND AUX END SWITCH,MICROMETL MODULATING POWER EXHAUST WITH VARIABLE SPEED MOTOR CONTROLLER(100%RELIEF)AND WIRING HARNESS,PRESSURE SENSOR EF-203 UNISEX 232 CEILING CABINET 75 .375 950 DIRECT 80.2 W 115/1 1.0 15 GREENHECK MODEL SP-13110 1,2,5 SET TO.02 POSITIVE PRESSURE.ELECTRICAL CONTRACTOR TO PROVIDE THE POWER CONNECTION BETWEEN RTU AND THE POWER EXHAUST AND PROVIDE FUSED DISCONNECT AS REQUIRED. 4. PROVIDE 2'PLEATED MERV 8 FILTER AND FILTER RACK WITH 4 EXTRA SETS PER UNIT. EF204 UNISEX 233 CEILING CABINET 75 .375 950 DIRECT 80.2W 115/1 1.0 15 GREENHECK MODEL SP-13110 1,2,5 5. MAXIMUM"A-WEIGHTED"SUPPLY AIR SOUND RATINGS FOR UNITS 2-18 TONS=95 DB@125 HI 90 DB@ 250 HZ,PER ARI STANDARDS 270&370. EF205 JANITOR ROOM 235 CEILING CABINET 135 .375 1041 DIRECT 80.0 W 115/1 1.5 17 GREENHECK SP-B110 1,2,5 6. PROVIDE UNIT WITH MICROMETL WELDED SPRING ISOLATION CURB. 7. PROVIDE A WATER LEVEL MONITOR IN THE PRIMARY DRAIN PAN INTERLOCKED WITH UNIT FOR UNIT SHUT-DOWN ON DETECTION OF WATER WHEN THE PRIMARY DRAIN IS PLUGGED. EF-206 SLIDE ENCLOSURE 240 UTILITY SET 500 .375 1021 DIRECT 1/4 HP 11511 -- 150 GREENHECK MODEL USF-10-B3 1,7,8 project: 231106 date: 02.11.2025 REMARKS: 1. APPROVED ALTERNATE MANUFACTURERS:COOK,PENNBARRY,TWIN CITY FAN COMPANY,SOLER&PALAU,ACME,AND BARRY BLOWER. 2. PROVIDE UNIT WITH MANUFACTURER'S ALUMINUM ROOF CAP(FLAT ROOF)EQUAL TO GREENHECK MODEL RCC OR GRS(WI INTEGRAL BIRD SCREEN AND ROOF CURB),BACKDRAFT DAMPER,OUTLET FLEX DUCT CONNECTION,STANDARD PLUG bid set DISCONNECT,PRE-WIRED FAN SPEED CONTROLLER,THERMAL OVERLOAD PROTECTION,HANGING VIBRATION ISOLATORS,AND WHITE ALUMINUM GRILLE. 3. PROVIDE UNIT WITH MANUFACTURER'S WALL CAP EQUAL TO COOK MODEL WCG(WI INTEGRAL BIRDSCREEN),BACKDRAFT DAMPER,OUTLET FLEX DUCT CONNECTION,STANDARD PLUG DISCONNECT,PRE-WIRED FAN SPEED CONTROLLER,THERMAL OVERLOAD PROTECTION,HANGING VIBRATION ISOLATORS,AND WHITE ALUMINUM GRILLE. 4. PROVIDE UNIT WITH MANUFACTURER'S ROOF CURB W/DAMPER TRAY AND BACKDRAFT DAMPER,THERMAL OVERLOAD PROTECTION(120 VOLT ONLY),PRE-WIRED NEMA 313 ELECTRICAL DISCONNECT SWITCH,AND INTEGRAL BIRD SCREEN. 5. CONTROL FAN WITH SEPARATE WALL SWITCH. ,Q 1 6. CONTROL FAN WITH 7-DAY PROGRAMMABLE TSTAT. h V a c 7. CONTROL FAN WITH HEAT-RISE TSTAT. schedules 8. UNIT IS TO BE MOUNTED ON EQUIPMENT PLATFORM WITH VIBRATION ISOLATION,SEE EQUIPMENT PLATFORM DETAIL FOR FURTHER INFORMATION.PROVIDE UNIT WITH MANUFACTURER'S BACKDRAFT DAMPER,THERMAL OVERLOAD PROTECTION(120 VOLT ONLY),PRE-WIRED NEMA 3R ELECTRICAL DISCONNECT SWITCH,AND INTEGRAL BIRD SCREEN. M­­T PLANS 0851TE OrvS m4. 1 1- Page 150 of 180 MUSGROVE ENGINEERING,P.A. zJa s.wnrsPar..'oo4 war 55\oNAL FNa [ioiu,ID BJ709 208.J84.0585 615 ww 25,h 6­ daho 133ri 7 A I TO,ID 8J402 MS2J.2862 2/132025 t� PRWECT2241a n, �qTq�or a A.. R\ DIFFUSER SCHEDULE KITCHEN EXHAUST HOOD SCHEDULE(BUILDING A) SYMBOL NOMINAL SIZE NECKIRUNOUTSIZE CFM RANGE REMARKS HOOD DIMENSIONS EXHAUST AIR MAKE-UP AIR ® SYMBOL TYPE MANUFACTURER AND MODEL REMARKS 6Xfi 6'0 0-90 1,4,5,6,7,8 LENGTH WIDTH AIRFLOW DUCT MS.P. AIRFLOW DUCT MAX S.P. CFM CON LO LOSS NECTION LOSS CFM CONNECTION LOSS H 101A KITCHEN EXHAUST HOOD 12'0" 4'8" 2,700 16'1 -1.008 2,160 (3)12'X 28" 0.195 CAPTIVE AIRE MODEL:5424 ND-2-PSP-F 1,2,4 9X9 8'0 90-200 1,4,5,6,7,8 (HEN EXHAUSTH H 1016 KITCHEN EXHAUST HOOD 12'0" 4'8" 2,700 16'1 -1.008 2,160 (3)12'X 28" 0.195 CAPTIVE AIRE MODEL:5424 ND-2-PSP-F 1,2,4 12X12 1WO -0-350 1,4,5,6,7,8 (HEN EXHAUSTH H 102A KITCHEN EXHAUST HOOD 8-V 4'8" 1894 14'1 -0.843 1,515 (2)12'X 28" 0.215 CAPTIVE AIRE MODEL:5424 ND-2-PSP-F 1,2,4 ® 15X15 12"0 300-500 1,4,5,6,7,8 (FRONT MAKE-UP) H 102B KITCHEN EXHAUST HOOD 8�5" 4'8" 1894 14'1 -0.843 1,515 (2)12'X 28" 0.215 CAPTIVE AIRE MODEL:5424 ND-2-PSP-F 1,2,4 20X10 2-10 500-700 2,4,6,7,8 (HEN EXHAUSTH ® 10X3 10X3 75-175 3,4,6,7,8 H-103 DISHWASHER HOOD 4'-V 4'1" 600 1011 -0.090 NIA NIA WA CAPTIVE AIRE MODEL 4824 VHB-G 1,3,5 ® REMARKS: &xs axs aao-soo 2,a,6,7,& 1. APPROVED ALTERNATE MANUFACTURERS:GREENHECK,E-CON AIR,AND DUO-AIRE. ® 8"0 8'0 150-225 4,6,7,8,9 2. PROVIDE WITH PRE-WIRED HOOD MOUNTED CONTROLS(INCLUDING ALL STARTERS,CONTACTORS,AND DUCT TEMPERATURE SENSOR).PROVIDE REMOTE SURFACE-MOUNTED SWITCHES FOR FANS,AND LIGHTS. 3. PROVIDE WITH EXHAUST COLLARS,SUPPLY COLLARS,INTERIOR LIGHTS. ® 10'0 1WO 225-350 4,6,7,8,9 4. PROVIDE HOOD WITH MANUFACTURER'S CHEMICAL FIRE SUPPRESSION SYSTEM INCLUDING MECHANICAL GAS VALVE FOR SHUTDOWN OF MAIN GAS LINE TO COOKING EQUIPMENT.SYSTEM SHALL BE CONNECTED TO BUILDING FIREALARM SYSTEM BY FIRE ALARM CONTRACTOR.THE FIRE SUPPRESSION SYSTEM SHALL BE DESIGNED FOR A UNIVERSAL CONFIGURATION AND SHALL ALLOW EQUIPMENT UNDER THE HOOD TO BE RECONFIGURED WITHOUT ALTERATIONS TO THE SPRINKLER HEAD LOCATIONS REMARKS: OR STYLES,OR REOU IRE ADDITIONAL HEADS TO BE ADDED. 1. SIZES BASED ON TITUS MODEL TDC SERIES.APPROVED ALTERNATE MANUFACTURERS INCLUDE ANEMOSTAT, 5. CONTROL EF-103 WITH SEPARATE WALL SWITCH. J&J REGISTER,NAILOR,METAL-AIRE,TUTTLE&BAILEY,KRUEGER,PRICE,AND UNITED ENERTECH. 2. DRUM LOUVER,SIZES BASED ON TITUS MODEL DL.ADJUSTABLE VERTICAL AND HORIZONTAL THROW-HIGH DISCHARGE FOR LONG THROWS,WHITE FINISH.APPROVED ALTERNATE MANUFACTURERS INCLUDE ANEMOSTAT,CARNES,J&J REGISTER,TUTTLE&BAILEY,NAILOR,METAL-AIRE,KRUEGER,PRICE,AND UNITED ENERTECH. KITCHEN EXHAUST FAN SCHEDULE(BUILDING A) 3. CURVE SPIRAL DUCT MOUNTED GRILLE,SIZES BASED ON TITUS MODEL S300FL.DOUBLE DEFLECTION,314" BLADE SPACING,INDIVIDUALLY ADJUSTABLE BLADES,AIR EXTRACTOR,WHITE FINISH AND GRILLE SHALL MATCH BLOWER ELECTRICAL CURVE OF DUCTWORK.APPROVED ALTERNATE MANUFACTURERS INCLUDE ANEMOSTAT,CARNES,J&J OPERATING REGISTER,TUTTLE&BAILEY,NAILOR,METAL-AIRE,KRUEGER,PRICE,AND UNITED ENERTECH. SYMBOL AREA SERVED UNIT TYPE MAXIMUM WEIGHT MANUFACTURER AND MODEL REMARKS BONES LB 4. SIZES BASED ONAMAXIMUM NC LEVEL OF 25. CFM ESP MRPMM DRIVE HP VIC ( S) This document is the property of erstad 5. ALL DIFFUSERS LOCATED IN LAY-IN CEILING AREAS SHALL BE BORDER TYPE 3 AND BE MOUNTED IN ARCHITECTS and is MANUFACTURER PROVIDED 24N24"PANELS.ALL DIFFUSERS LOCATED IN HARD CEILING AREAS SHALL BE EF-101A KITCHEN 155 ROOF UP-BLAST 2,700 1.4 1,266 DIRECT 3 20813 20.4 2D0 CAPTIVE AIRE MODEL:DU180HFA 1,2,4 protected by U.S. and BORDER TYPE 6(BEVELED)SURFACE MOUNTED.SEE ARCHITECTURAL PLANS FOR LOCATIONS OF VARIOUS international laws. Use, CEILING TYPES. reproduction, or EF-101B KITCHEN 155 ROOF UP-BLAST 2,700 1.4 1,266 DIRECT 3 20813 20.4 2D0 CAPTIVE AIRE MODEL:DU180HFA 1,2,4 modification of this 6. SEE HVAC FLOOR PLANS FOR DIRECTIONAL THROW REQUIREMENTS FOR EACH DIFFUSER. document without first obtaining written permission of erstad 7. WHENEVER THERE IS DISCREPANCY BETWEEN THE RUNOUT DUCT SIZE SHOWN ON THE PLANS AND THAT EF-102A CULINARY 150 ROOF UP-BLAST 1,894 1.35 1,069 DIRECT 2 20813 17.1 175 CAPTIVE AIRE MODEL:DU180HFA 1,2,4 ARCHITECTS is prohibited. SHOWN IN THE SCHEDULE,ALWAYS USE THE LARGER OF THE TWO DUCT SIZES. I This document may not be used in any unauthorized 8. WHITE FINISH. EF-102B CULINARY 150 ROOF UP-BLAST 1,894 1.1 1,D69 DIRECT 2 20813 12.5 175 CAPTIVE AIRE MODEL:DU180HFA 1,2,4 manner. ®2022 9. SIZES BASED ON TITUS MODEL TMRA,TYPE 3,ROUND CEILING DIFFUSER,STEEL CONSTRUCTION.APPROVED ALTERNATE MANUFACTURERS INCLUDE ANEMOSTAT,J&J REGISTER,NAILOR,METAL-AIRE,TUTTLE&BAILEY, EF103 PREP ROOM 153 ROOF UP-BLAST 612 0.50 1,316 DIRECT .33 11511 12.7 75 CAPTIVE AIRE MODEL:DU30HFA 1,3,5 KRUEGER,PRICE,AND UNITED ENERTECH. REMARKS: r 1. APPROVED ALTERNATE MANUFACTURERS:ACME,COOK,GREENHECK,PENNBARRY,TWIN CITY FAN COMPANY,SOLER&PALAU AND BARRY BLOWER. 0 M 2. PROVIDE UNIT WITH MANUFACTURER'S ROOF CURB(VENTED ROOF CURB IF EXHAUST DUCT IS SHAFTED RATHER THAN WRAPPED), THERMAL OVERLOAD PROTECTION(120 VOLT ONLY), PRE-WIRED NEMA3R ELECTRICAL DISCONNECT SWITCH, M HINGED SUBBASE,GREASE TERMINATOR,AND U.L.762 RATING. RETURN &EXHAUST GRILLE SCHEDULE 3. PROVIDE UNIT WITH MANUFACTURER'S ROOF CURB WI DAMPER TRAY AND BACKDRAFT DAMPER,THERMAL OVERLOAD PROTECTION(120 VOLT ONLY),PRE-WIRED NEMA 3R ELECTRICAL DISCONNECT SWITCH,AND INTEGRAL BIRD SCREEN. 00 SYMBOL NOMINAL SIZE NECK/RUNOUT CFM RANGE REMARKS 4. FAN TO BE CONTROLLED THROUGH HOOD CONTROL PANEL. SIZE 5. CONTROL FAN WITH SEPARATE WALL SWITCH. N 6'0 8X& 6"0 0-80 1,3,4,5,6,7 r 80 oxlo e"o &0-180 1,3,4,5,6,7 KITCHEN GAS FIRED MAKE-UP AIR UNIT SCHEDULE(BUILDING A) .0 R-3 SUPPLYFAN ELECTRICAL 3 10"0 12X12 10"0 180-300 1,3,4,5,6,7 GAS HEATING EVAP COOLER OPERATING CONDITIONS TEMP WEIGHT SYMBOL AREA SERVED TYPE RISE (LBS) MANUFACTURER AND MODEL REMARKS � 6'0 22X10 6"0 0-80 1,3,4,5,6,7 CFM ESP HP ("F) INPUT OUTPUT INDOOR RPM Vl0 MCA MOCP MBH MBH DIDUTDOOR TDOORW AIR OB SUPPLY GPM R-5 22X10 8"0 &0-180 1,3,4,5,6,7 MAU-101 KITCHEN 155 OUTDOOR,INDIRECT GAS FIRED 4,320 .5 5.0 1791 20813 18.8 30 110 437.7 402.6 72 93 65 74 6 1,200 CAPTIVE AIRE MODEL:A2-D.500.20D 1,2,3,4,5,6 = O RE 22X10 10"0 180-300 1,3,4,5,6,7 MAU-102 CULINARY 150 OUTDOOR,INDIRECT GAS FIRED 3,030 .5 2 1392 20813 7.7 15 110 307.0 282.4 72 93 65 73 4.35 1,200 CAPTIVE AIRE MODEL:A2-D.501.11 1,2,3,4,5,6 U 0"0 �/ REMARKS: R-7 22- 12"0 3DO-500 1,3,4,5,6,7 Q 12 0 1. APPROVED ALTERNATE MANUFACTURERS:DAIKIN APPLIED,STERLING,HASTINGS,GREENHECK,MCQUAY-DAIKIN,TRANE,ESSICK,RUPP AIR,AND WEATHERITE. RA 22-2 14"0 5DO-750 1,3,4,5,6,7 2. PROVIDE UNIT WITH E-3(409)STAINLESS STEEL HEAT EXCHANGER,FILTER RACK AND FILTERS,INSULATED DOWN DISCHARGE CABINET,MOTORIZED DAMPER,INTAKE AIR HOOD WITH EZ FILTERS,LOW FIRE START AND FULL ROOF CURB. ♦. 14"0 3. PROVIDE SEPARATE 120VAC WIRING PACKAGE FOR MAKE-UP AIR UNITS.OPTION MUST BE SELECTED WHEN MOUNTING VFD IN PREWIRE PANEL OR WITH DCV PACKAGE.PROVIDES SEPARATE 120VAC INPUTTO SUPPLY FAN.THIS 120V SIGNAL MUST BE RUN L R-g 22X10 22X10 500-1100 1 3 4 5 6 7 BY ELECTRICIAN FROM DCV TO MUA SWITCH. ` C 22X10 4, PROVIDE UNIT WITH TOTALLY ENCLOSED,PREMIUM EFFICIENCY MOTORS AND MOTOR STARTER. ` R-10 22-2 22X22 1100-2000 1,3,4,5,6,7 5. UNIT TO BE CONTROLLED THROUGH HOOD CONTROL PANEL. 22X22 6. SEE MAKE-UP AIR UNIT EVAPORATIVE COOLER PIPING DETAIL FOR FURTHER REQUIREMENTS. N R-11 22X10 22X10 5DO-1100 2,3,4,5,6,7 to 2zx1a R-12 20-0 20X20 1100-2000 2,3,4,5,6,7 2ax2a R-13 14X14 1-14 500 2,3,4,5,6,7 14X14 revision: REMARKS: no. desc. date 1. SIZES BASED ON TITUS MODEL 50F,ALUMINUM EGGCRATE RETURN GRILLE,1I2"x 1/2,x 1"SPACING(SINGLE CORE).PROVIDE SQUARE TO ROUND TRANSITION(WHERE ROUND RUN-OUT INDICATED).APPROVED ALTERNATE MANUFACTURERS INCLUDE,ANEMOSTAT,CARNES,PRICE,NAILOR,METAL-AIRE,TUTTLE& BAILEY,KRUEGER,J&J REGISTER,AND UNITED ENERTECH. 2. HIGH WALL GRILLE SIZES BASED ON TITUS MODEL 355 RL,STEEL BAR GRILLE,FIXED BLADES,1/2'SPACING, 35'DEFLECTION,ADJUSTABLE OPPOSED BLADE DAMPER.APPROVED ALTERNATE MANUFACTURERS INCLUDE ANEMOSTAT,CARNES,J&J REGISTER,NAILOR,TUTTLE&BAILEY,KRUEGER,PRICE,AND UNITED ENERTECH. 3. SIZES BASED ON A MAXIMUM NC LEVEL OF 25. 4. ALL GRILLES LOCATED IN LAY-IN CEILING AREAS SHALL HAVE BORDER M3,UNLESS OTHERWISE INDICATED. ALL GRILLES LOCATED IN HARD CEILING AREAS SHALL HAVE BORDER M1,UNLESS OTHERWISE INDICATED. Project: 231106 REFER TO ARCHITECTURAL PLANS FOR LOCATIONS OF VARIOUS CEILING TYPES.SHEET METAL DUCTWORK date: 02.1 1.2 02 5 VISIBLE BEHIND GRILLE SHALL BE PAINTED FLAT BLACK. 5. ALL OF THE GRILLES SHOWN IN THIS SCHEDULE MAY NOT BE USED.REFERENCE THE HVAC PLAN FOR GRILLE CALL-OUTS AND THE QUANTITY OF EACH SIZE REQUIRED. 6. WHENEVER THERE IS A DISCREPANCY BETWEEN THE RUNOUT DUCT SIZE SHOWN ON THE PLANS AND THAT SHOWN IN THE SCHEDULE,ALWAYS USE THE LARGER OF THE TWO DUCT SIZES. permit set 7. WHITE FINISH. I'� CITYV APPROVED PLANS hvac Mma.romPwrrc. PLANS MUST SPECIOSITE schedules FOR ALL INSPECTIONS m4. 12 Page 151 of 180 MUSGROVE ENGINEERING,P.A. 2M S.wn,Pe war 55\ONAL FN .o ID 832w Q4' tsT O' 208.3M.0585 dd5 wm 25,n Sim, 133ri 7 A Idaho F 523I 852 208.531.2862 2/132025 PRWE®T122—., �qT OF gyp"(` +V A. R\ H i — 404 422 17 rt i rt 2 2'm 3.0 1 — — 415 — — — — — — — — — — - — - - - - - - - - - - - - - - - - - - - - v114 5 ----------- --------- - - - 3 70 FD-1 FD-1 om. m..n...I LAV-1 SS-1 < FD-1 TYP OF 3 - 2" I ® 0 - - 4"DOWN WG1 W-1 W 1 W 1 W 1 LAV-11 LAV-1 FROM ABOVE W Q Q O O O O TYP OF4 TYP OF4 elgNl�grM. elgMM1 pretl. .Ixln pred. ❑ Q" I — I —EE— —EE— 00 0 0 m a. FCO Kd0 0 �.. 4• a• O u uz u-z a;m D.1 .. 4. �. aw12b I FD-1 Mi. 2"a GCO „a DF-1 I 401 6"m "m `v o This dcument is the property of erstad ARCHITECTS and is LJ \ 5 nternatio'b laws. Use, -------- �. -- - - ..,,u., / protected by U.S. and E-z0 BELOW FINISHED FLOORreproduction, or INVERVTELEVATION AT 36" BELOW FINISHED FLOOR 6" C- -__'----_= m tl'ns• "m 'm .m LAV-1 4' WG1 .m 0 obtaining document writho on of this �2"0� document thout first GCQ 8 2^m FFF64 FF�Q 1a0 r — — — , FD-1 permission o ers a GCO 401 ARCHITECTS is prohibited. 4"m ii �� � az ^m I I y v is document may no e 401 S L------ --- _-_ r ------- --- --i---- ----- used in any unauthorized manner. 402022 GCO Wco — — — — — — — — — — — — — — — — — — — 6 DF-1 DF-1 °;,,,, -o- -o- wC Q-; i i N o 00 / I I M Iy� .�. I D-1 1zm L2 e�F�1 '�,' " 1 ti LAV-1 I PCOCO T ` 401 —0— —❑+— LAY.e ~uar .imldnyrea. �e a wn...a. I I 6„m � EM FD-1I •m s�� LJ I FD.1 I N L ___ .ww a^m I a 401 WC FCO I FS-2 D GCO wleled.,..n,n,o.. I F 2 WC-1 R e0 ,oz 416 I 414 ILIEEC FS-2 r L>> GCO GCO GCO — — — i FD-1— — — — TD 1 FCO • �/ INVERVTELEVATIONAT36" R��nn''��ii//--44"m INVERVT ELEVATION AT W' RD INVERVTELEVATION AT36' R I FS-1 ^+ BELOW FINISHED FLOOR BELOW FINISHED FLOOR "m BELOW FINISHED FLOOR '0 I F 1 I W O O 12Tan, 401 401 401 I FS-1 D I = L FD-1 i M l nO FDA i p U F1 I 8 5 — — — — — — -- -- -- -- — -- -- -- —I -- -- -- -- -- —i — — o — C.)— — -- � — — — — — ----- — — — — — — — — — — — — - — — — — — — --- 9 M L ------- -- G—GCO a xxxxxxyyyxI 10 C I INVERVI ELEVATION AT 46 / BELOW FINISH D FLOOR r GI-1 ♦-3'm o CI 0 I �1/ �p g f.5 f e.8 e.6 e.4 e.3 e d c b GCO a PROJECT 401 •0 mfoundation plumbing plan revision: 1/8"=1'-T no. desc. date project: 231 106 date: 02.11.2025 keyed notes: keyed notes: A OSYMBOL USED FOR NOTE CALLOUT. O SYMBOL USED FOR NOT CALLOUT. permit Set 401 SEE CIVIL SITE UTILITY PLANS FOR CONTINUATION. 414 SEE WATER PIPING RISER DIAGRAM k2 AND WASTE AND VENT RISER DIAGRAM 402 FIRE SPRINKLER LINE TO BE SIZED AND INSTALLED BY FIRE SPRINKLER #1. CONTRACTOR.FIRE SPRINKLER CONTRACTOR SHALL DESIGN THE FIRE 415 SEE WATER PIPING RISER DIAGRAM#4 AND WASTE AND VENT RISER DIAGRAM SPRINKLER SYSTEM ACCORDING TO A STATIC PRESSURE OF 60 PSI AND A 03. FLOW OF 2156 GPM AT 20 PSI RESIDUAL PRESSURE.(FIRE FLOW INFORMATION 416 SEE ENLARGED KITCHEN PLAN FOR MORE INFORMATION. PROVIDED BY FALLS WATER)FIRE LINE CONNECTION TO MAIN WATER SERVICE 422 NEW 3"DOMESTIC CW LINE FROM NEW 2"METER.SEE CIVIL SITE UTILITY SHALL MEET STATE AND LOCAL UTILITY REQUIREMENTS. PLANS FOR CONTINUATION. 404 GAS SERVICE AND GAS METER FURNISHED AND INSTALLED BY INTERMOUNTAIN foundation GAS COMPANY.CONNECT 2"GAS LINE TO METER.PROVIDE A PIPE SLEEVE AND SEALANT AROUND GAS PIPE PENETRATION THRU EXTERIOR WALL.PAINT ALL plumbing GAS PIPING OUTSIDE THE BUILDING TO MATCH THE BUILDING COLOR. (CAPACITY=5,486.6 MBH,DELIVERY PRESSURE AT 5-PSI) 405 MAIN DOMESTIC WATER SHUT-OFF VALVE FOR BUILDING.LOCATE VALVE IN AN plan ACCESSIBLE LOCATION AT LEAST 12"ABOVE THE FINISH FLOOR AND NO CITV APPROVED PLANS HIGHER THAN 60-INCHES.PROVIDE A METAL VALVE TAG THAT IS A MINIMUM ...... SIZE OF 1.5"X 2".TAG SHALL BE RED WITH WHITE ENGRAVED LETTERS THAT PLANS MUST mE ON 108 SITE 1 11 READS"MAIN WATER SHUT OFF.' FOR ALL INSPERIONB Page 152 of 180 MUSGROVE ENGINEERING,P.A. war 24 s.wn'P woos 55\ONAL FN .o ID83Tme Q4' tsT O' 208.J84.0585 6a5 ww 25W daho Smee1 133ri 7 A I Falh,ID 8J402 208.523.2862 2/132025 t� PRWECT2241OF gyp"(` +V A. R\ H i HB-1 403 anc. sn HB-1 - � - - ----------- ------ --- - - - - 3 TYR OF 3 - - - — — — — LAV.1 HB-1 425 — — — — — — — — — — — 3I4"e" m 5 199MBH WH-1 o FD1 4"WASTE DOWN 1l ET-1 448 RP-1 l FD 1 RPBP 1 21/2"m 112"m SS-1 W-1 -1 -1 -1 -1 -1 YPOF4 LAV-1 314" - - uT 4" T. aeon r.a. eiemn reaa .L,n mae Cp 2"m I n SA-1 I T1P OF 4 p„m W „m ,,��� ,,__ss__,, M 3 e - CO IJ LJ L'J • 2^ •m elm�ae L fiI _ �_ ' L2 Q WG1 U-1 U-2 U-2 I 4 VTR L i ..,aa� Y 2m "w` WC-1 Gi DF-1 I,m 423 2"m 423 l nzn p.•m FD-1 ire 1 1 1 0 amce !I 424 2ofine I n..,, 212"m 411 O 3'm 425 1 3"m oa 1 12" I 419 „,elme"a"ce _ _ _ _ 2'm � 413 0 i I --_— — _ _ _ _ J _ 'DN-1 412 4'm rm I I I I I I I I _ 0 4'm 426 2m 2"m 314 I This d ocumentstsdthe roperty of i/2"m - - - - - - ARCHITECTS and is r_ _ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___- _ __ yam 411 0 ...0 Protected by U.S. and rery du ____-______ __ - - _ _ O "�« 5 'DoT omce R " 4 _ _ _ _ _ 00° international laws. Use, aoe,e i,sa 6"m 6'm reproduction, or OD i 2°m 2112" 6'm 6" modification of I 112" I 11/2" 1112" amce W�'1 document without this RD C-" i I 3/4" ins` 3/4" 3/4'm 0 V-1 SA-1 409 obtaining written ARCHITECTS is prohibited. a'm 9m permission of erstad 412 4"DN-1 4^m S-3 3/4"m ,ae i n az I'm ♦�1"m I III This document ma not be 419 R L______ ___ ___ 12"mm 2"m i-- — --I -- ----j----- I anner. 02022 ------ used in an unauthorized HB-1 _ .-... 3/4 — — — _ -- — — — — — — — — — — — — — — — — — — — — 1 6 r2"m 11 DF-1 DFDF-1 1 411 D 411 411 i:,ao-, I 445 1 SA-1 I I N WC-1 6 e ec:O.xe aos 31a m ' m 4' - To 2'm 4m 4'm _ LAV-1 4'm k10 1 ti00 eew rae u LAV 1 R411 OD so III AB-1 _ 2"o I'm 3/4"m LJ OD „I-- " OD I I e a II � II 412 4 DN-1 4" "m �3"e .de.. I lfea �� 1 411 ,ww 419 0 R, WC-1 1 413 1418 calelerialcommom 1 ® ' — — I r 3"V.UP 3"� 409 419 e'0'T ,oz 414 1 _ _ - I 1418 •__ 416 u�- 3 —® I 4"DN-1 412 O - 412 DN-1 TEL, RB-1 I W O Q __ ET-1 I a•+ L LJ 448 Q RP BP-1 I ,M V ® 445 I V o ® I $ M O _ _ - -- - — — — — — — — — — — — — — — — - - — � — — — — 4— — � M -- ------- --------- — -- 10 C H B 1 W r N g f.5 f e.8 e.6 e.4 e.3 e d c b a PROJECT mfirst floor plumbing plan revision: 1/8"=1'-T no. desc. date keyed notes: keyed notes: date: 02.11.20225 OSYMBOL USED FOR NOTE CALLOUT. O SYMBOL USED FOR NOT CALLOUT. 403 FIRE SPRINKLER RISER LOCATION.FIRE RISER SHALL PROVIDE A WET PIPE 415 SEE WATER PIPING RISER DIAGRAM#4 AND WASTE AND VENT RISER DIAGRAM SPRINKLER SYSTEM THAT INCLUDES A TAMPER SWITCH,FLOW SWITCH,ALARM #3. AA*BELL,AND FIRE DEPARTMENT CONNECTION. 416 SEE ENLARGED KITCHEN PLAN FOR MORE INFORMATION. permit {. SGl 404 GAS SERVICE AND GAS METER FURNISHED AND INSTALLED BY INTERMOUNTAIN 418 ALL PIPING ON EXTERIOR WALL TO BE INSULATED COPPER.INSTALL WATER GAS COMPANY.CONNECT 2"GAS LINE TO METER.PROVIDE A PIPE SLEEVE AND PIPING ON WARM SIDE OF INSULATION. SEALANT AROUND GAS PIPE PENETRATION THRU EXTERIOR WALL.PAINT ALL 419 ROOF DRAIN LINE DOWN TO BELOW. GAS PIPING OUTSIDE THE BUILDING TO MATCH THE BUILDING COLOR. 423 PIPING UP TO RESTROOM ABOVE. (CAPACITY=5,486.6 MBH,DELIVERY PRESSURE AT 5-PSI) 405 MAIN DOMESTIC WATER SHUT-OFF VALVE FOR BUILDING.LOCATE VALVE IN AN 424 PIPING UP TO SERVIE SINKABOVE. ACCESSIBLE LOCATION AT LEAST 12"ABOVE THE FINISH FLOOR AND NO 425 PIPING UP TO SINK ABOVE. } HIGHER THAN 60-INCHES.PROVIDE A METAL VALVE TAG THAT IS A MINIMUM 426 PIPING UP TO DRINKING FOUNTAIN ABOVE. 'I St fIOOP SIZE OF 1.5"X 2".TAG SHALL BE RED WITH WHITE ENGRAVED LETTERS THAT 445 PROVIDE 1l2"NON-POTABLE WATER LINE UP TO EVAPORATIVE COOLER CITY APPROVED PLANS READS'MAINWATER SHUTOFF.• SECTION ON MAKE-UP AIR UNIT.SEE MAKE-UP AIR UNIT EVAP COOLER PIPING 409 WATER HAMMER ARRESTER.SIZE AND LOCATE PER MANUFACTURERS DETAIL FOR FURTHER INFORMATION. plumbing FD1N5 MUST BE ON Jam SITE RECOMMENDATIONS.PROVIDE ACCESS PANEL FOR ACCESS TO WATER 446 PROVIDE 2"WASTE LINE FROM EVAP COOLER SECTION ON MAKE-UP AIR UNIT FOR ALL INSFECEIDNS HAMMER ARRESTER. ABOVE.ROUTE TO FLOOR SINK AS SHOWN.SEE MAKE-UP AIR UNIT EVAP 411 ROOF DRAIN AND OVERFLOW LINES DOWN FROM ABOVE. COOLER PIPING DETAIL FOR FURTHER INFORMATION. plan 412 LOCATE DOWN SPOUT AT 24"ABOVE FINISHED FLOOR. 448 PROVIDE COMBUSTION AIR AND FLUE FROM WATER HEATER UP THROUGH 414 3/4"CW LINE UP TO ROOF HYDRANT LOCATED ON ROOF. ROOF. 2. 11 414 SEE WATER PIPING RISER DIAGRAM I2 AND WASTE AND VENT RISER DIAGRAM #1. Page 153 of 180 MUSGROVE ENGINEERING,P.A. z34 s.wnrsaer..'ooa war 55\ONAL FNa [ioise,LD 83709 (L4i 4ST 208.384.0585 / 945 ww 251h aho 8mem 133r17 A Id Falh,ID 83402 208.523.2862 2 132025 aaasTz2417 m OF gyp(` +V A.. R\ H i 1 - - - - � - - - - � - - - - � - -b °' - - - - - 5_1 — — — — — — — — — — — — — — — — — — — — 2" 2"GAS LINE UP FD�-2� LJ 3"V.UP LJ FD-2 WC-1 J �LAV-1 -1 LAV-1 wC�i) eie.mna.eae wmh�a. w as u�mm�m^.me . . �4"VrR - LJ LJ LJ LBJ 2"m i 409 oamwmw 420 LAV-1 LAV-1 A I EF W' ® i FD 2®WC-1 102 FD-T 411 r7 zm� zml71 «.moo To SS-1 314-0 RTU 18 This document is the _ _ _ _ _ _ _ _ _ _ — _ _ _ ��C,\� property of erstad 428 "R5-1 ARCHITECTS and is DF-1 Pnd P "OD-1 internattional laws. a Use, 1112" 1114'm reproduction, or modification of this 2 ser 3l4" document without first obtaining written RTU permission of erstad \ / 103 ARCHITECTS is prohibited. b O I I I I I MPG I I \ / III This document may not be 11 \ / II ❑ ❑ /�\ used a dne�.®202u2 authorized MPG 18z / / \ 314" ICI rm 4'm 420 420 420 ❑ ❑ ❑ MPG e ❑ , N 314"m o RTU MAU M EF 11/4"m 104 102 408 M 00 ° z6s 1� „ae rae ae 14"m ❑ Y oiew ei mn e,eae � m e., °°°'1ea' ❑ 408 ❑ 420 II L—I u ❑ •_OD-1 ` N 6"RD-1 RH-1 KEF 5 71 Pm 430 KEF KEF 103 �� 3"V.UP � PG 102A O1Ik(`v�11 102B ' � °� 3 4"0J 1.0 LJ RTU 314'm I'm 408 10 qpg 3l 7 IN F 3/4'm 431 11B CD 3/4"m W o mo MPG ❑ Rp59 1A 446 M01 445 Q. /NM+ 0 — — — — — — — -- -- — -- -- -- — -- -- -- -- -- -- -- — — — — — — — — — 3"VTR�3'VTR — 0 I I I I I I I I I I I I 7 N g f.5 f e.8 e.6 e.4 e.3 e d c b a PROJECT NORTH m second floor plumbing plan revision: 118"=1'-0° no. desc. date project: 231 106 keyed notes: date: 02.11.2025 OSYMBOL USED FOR NOTE CALLOUT. 408 PROVIDE SHUT-OFF&PRV VALVE(5-PSI TO 7-W.C.).VENT PER MANUFACTURER'S RECOMMENDATIONS.SEE GAS LOAD CHART,THIS SHEET, permit Set FOR LOW PRESSURE GAS CONNECTION SIZES TO INDIVIDUAL FIXTURES. I'� (TYPICAL) 409 WATER HAMMER ARRESTER.SIZE AND LOCATE PER MANUFACTURERS RECOMMENDATIONS.PROVIDEACCESS PANEL FOR ACCESS TO WATER HAMMER ARRESTER, 411 ROOF DRAIN AND OVERFLOW LINES DOWN FROM ABOVE. 420 ROOF DRAIN AND OVERFLOW LINES DOWN TO BELOW. 427 VENT LINE UP FROM BELOW. 2 n d floor CITY APPROVED PLANS 428 314'CW LINE UP FROM BELOW UP TO ROOF HYDRANT ABOVE. -m.,aro,T wmnlp�tt 430 1 1/2"LOW PRESSURE(7"W.C.)GAS LINE DOWN FROM ABOVE. plumbing PLANS MUST BE aN lam SITE 431 3/4'LOW PRESSURE(T W.C.)GAS LINE DOWN TO BELOW. FOR ALL INBPERIONS 445 PROVIDE 1/2"NON-POTABLE WATER LINE UP TO EVAPORATIVE COOLER plan SECTION ON MAKE-UP AIR UNIT.SEE MAKE-UP AIR UNIT EVAP COOLER PIPING DETAIL FOR FURTHER INFORMATION. 446 PROVIDE WASTE LINE FROM EVAP COOLER SECTION ON MAKE-UP AIR UNIT ■ ABOVE.ROUTE TO FLOOR SINK AS SHOWN.SEE MAKE-UP AIR UNIT EVAP COOLER PIPING DETAIL FOR FURTHER INFORMATION. Page 154 of 180 MUSGROVE ENGINEERING,P.A. zJ4 s.wnrsaar..'oo4 war 55\ONAL FNa [ioiu,ID BJ709 208.J84.0585 U5wm25m S—daho 133ri 7 A I Falh,ID 8J402 208.5212862 2/132025 t� PRWECT2241aOF +V A.. R\ H i 1 - - - - � - - - - � - - - - � - - � - - - - - - - - - - -r - 3 — — — — — 429 MP 2"m 4 G-3"VTR 0 02 01 ® C9-4"VTR 0 MPG . EF 102 "OD-1 "RD-1 a 2 m RTU 115 MBH 115 MBH 115 MBH 115 MBH 115 MBH 115 MBH (RH1115 MBH 115 MBH 115 MBH RTU 211 120 MBH 408 12 — — — — RTU RTU RTU RTU — RTU — RTURTU RTU RTU — — — 118 \ '' / This document is the 114 208 206 112 110 204202 108 _ property of erstad ❑ ❑ ❑ ❑ "RD-1 ARCHITECTS and is 120 MB o o O o protected by U.S. and O I QO QO o PG MI I 'OD-1 I international O.S.l Use, RTU ❑ — 112 11/4"m reproduction, or 115 408 408 408 408 \ 408 1408 0 3/4"m modificatio withoun of this u 11/4"m obtaidocun ngt wrttent first MP MPG RTU 120 MBH permission of erstad 103 ARCHITECTS is prohibited. 3/4"m 408 408 1"m 408 408 1 m 408 408 11/4"m 408 408 11/4"m 1114"e 1114" This document may not be used in any unauthorized 408 manner. ®2022 — — — — RTU 40 RTU RTU RTU RTU RTU RTU RTU RTU RTU V 3l4"m /4"m 3/4"m 115 MBH ❑ 113 207 205 111 115 MBH 115 109 203 212 201 107 MP 408 408 115 MBH 115 MBH 115 MBH MBH 115 MBH 120 MB 115 MBH p yqm 445 N 4"R-1 "OD-1 4"RD-1 "OD-1 D-1 "RD-1 ❑ ❑ 4 MPG M02 PG O I , 120 MBH E. MBH 314"m RTU RTU 1114" RTU 446 � (Y'' 04 00 408 "oD-1 117 209 �� MBH 115 MBH 120 MB 115 MBH ❑ ❑ ❑ 4"m ❑ ❑ ❑ ❑ ❑ 314" 11 0 �'l 6 RD 1 KEF KEF RH-1 0 K03 �� r a _ RTU 3"VTR PG � 102A 102B ' 210 1.00 v i G RTU MBH 79 I'm C9�4'VTR — M = 4� K F PG 3l4"m 3/4" 10 B W^+ I'm MAU O O 120 MBH RTU 3/4"m 0 101 7Q 4. L 105 0 A 446 343.3 MBH Q� 234 MBH 436 445 g O v 9 � - � - - - - - - - - - - - - � - - - - � - - - - - - - � - - 10 0 I I I I I I I I I I I I 7 N g f.5 f e.8 e.6 e.4 e.3 e d c b a PROJECT NORTH plumbing planplumbing plan revision: 1/8"=1'-0" no. desc. date project: 231 106 date: 02.11.2025 keyed notes: OSYMBOL USED FOR NOTE CALLOUT. permit set 408 PROVIDE SHUT-OFF&PRV VALVE(5-PSI TO 7"W.C.).VENT PER MANUFACTURER'S RECOMMENDATIONS.SEE GAS LOAD CHART,THIS SHEET, FOR LOW PRESSURE GAS CONNECTION SIZES TO INDIVIDUAL FIXTURES. (TYPICAL) 429 2"MEDIUM PRESSURE(5-PSI)GAS LINE UP FROM BELOW. 436 GAS LINE DOWN TO BELOW. 445 PROVIDE 1/2"NON-POTABLE WATER LINE UP TO EVAPORATIVE COOLER SECTION ON MAKE-UP AIR UNIT.SEE MAKE-UP AIR UNIT EVAP COOLER PIPING COO DETAIL FOR FURTHER INFORMATION. plumbing 446 PROVIDE 2"WASTE LINE FROM EVAP COOLER SECTION ON MAKE-UP AIR UNIT CITY APPROVED PLANS ABOVE.ROUTE TO FLOOR SINKAS SHOWN.SEE MAKE-UP AIR UNIT EVAP UsT BE ON JOB COOLER PIPING DETAIL FOR FURTHER INFORMATION. plan F Ns MUST BE ON lOm SITE FOR All INSPECTIONS 3. 11 Page 155 of 180 MUSGROVE ENGINEERING,P.A. 55�pNAL FN 2M s.wm�ay B.is,ID83709 208.384.0585 M5 Wen 25B,Sv 133 7 A man.Fa ,M 83amz 208.523.2862 311/2025 s PaaE�22414 0, ✓rg7F OF 5pP 7( q`RIV A. �VG H F — — — r III L 4"FCO ITI "m a 446 445 2„_ l - __ ___ I 112"m 3Wo FD-1 FD-1 2„mI 34„Bl i2° 1 o -- R I "DN-1 412 i "m 419 .--GCO "e GCO u� m LJ �Q I I I HB-1 This document is the so 4'F ® 360 MBH a 3l4"m ® property of erstad ARCHITECTS and is 30 --- — — — protected by U.S. and p-1 "m m ~I international laws. Use, 150 MBH 144 MB reproduction, or 29 26 :a5i 29 135 MBH 26 314"CW UP F.p modification of this 30 27 � m 27 2" 1"m document without first LE2 2 m 1/2 m ® FS-2 permi sion written411 ® — — Q ARCHITECTS fserstad 1 prohibite2"m "m 430 — — — This document may not be ZZL •—p—• "m n n n u nn p --- - - used 4>2022 in any authorized n u u .- 1114"m 3I4"m a 314'm 3l4"m t © m —� WB-1 2" I "m 2'm a , LJ 19 11@"m — — — I 6 53 314"m FS- 410 u—I� - "m 2"m a 2 EP 77 .m 1"m 3Wo ELI 1.m y' D —16 4"m FD1 1.0 4"V.UP TD1 4"FCO 23.2 LZ m--�---} I SS-1 I 437 M 2"m 13 120 MBH 2" i m FS-1 00 ELL m FS-1 PF11 3"m 2"m 2'm "m "m F 1 ® 3/^"m u�y� 3l4 446 ��' ' E71 3O99 MBH a ES-1 _ n n n'un n RP-1 •� (n —______ FS-1 ❑ r2 m 3/4"m 1 1——1I 1 �1 m 410 1"0 �I — ®FD-1 a 2„m .� FD 1 2„ 3"m o ® 3'e 445 .0 100 MBH 134 MBH 3 21 RPBP-1 •� }E FDA ® 1/2" t i 0 FS-1 O 0 3 4„m ---------I---- r — — --1---- �' L "m ] 114^ 3"v.UP ] V — 8 ,+ a — 4/ 4"GCO 3„mom HB 1 i @ N O i i I I I i revision: C b J a C b a no. desc. date 1 addendum 1 03.05.2 4"GCO 4"m m enlarged kitchen foundation plumbing plan (I) enlarged kitchen plumbing plan 1/4"=1'-0" 1/4"=1'-0" project: 231 106 date: 02.11.2025 keyed notes:O SYMBOL USED FOR NOTE CALLOUT. bid Set 410 PROVIDE MECHANICAL SOLENOID VALVE ON GAS LINE,INTERLOCK WITH FIRE SUPPRESSION SYSTEM AND FIRE ALARM FOR HOOD. 411 ROOF DRAIN AND OVERFLOW LINES DOWN FROM ABOVE. 412 LOCATE DOWN SPOUT AT 24'ABOVE FINISHED FLOOR. 419 ROOF DRAIN LINE DOWN TO BELOW. 430 1 112"LOW PRESSURE(7"W.C.)GAS LINE DOWN FROM ABOVE. enlarged 437 3/4"LOW PRESSURE(7"W.C.)GAS LINE DOWN FROM ABOVE. CITY APPROVED PLANS 445 PROVIDE I/2"NON-POTABLE WATER LINE UP TO EVAPORATIVE COOLER kitchen SECTION ON MAKE-UP AIR UNIT.SEE MAKE-UP AIR UNIT EVAP COOLER PIPING DETAIL FOR FURTHER INFORMATION. PANS MAST BE ON JOB SITE 446 PROVIDE 2"WASTE LINE FROM EVAP COOLER SECTION ON MAKE-UP AIR UNIT plumbing FOR ALL INSPECTIONS ABOVE.ROUTE TO FLOOR SINK AS SHOWN.SEE MAKE-UP AIR UNIT EVAP COOLER PIPING DETAIL FOR FURTHER INFORMATION. plans448 PROVIDE COMBUSTION AIR AND FLUE FROM WATER HEATER UP THROUGH 4. 11 ROOF. Page 156 of 180 MUSGROVE ENGINEERING,P.A. S\ONAL FN 2M&Whisp —Iwar Roil'TO 8'70 208384.0585 .5-25.s—, man.F�,TO 8W 133 7 208.523.2862 311112025 PROJECT 22414 OF 19 >>RHA 2"2"a 314'11, 31,Vo 0 3 "o 3" 2"a FD-1 '„mA;Z % FS-1 2'a .a 1'0---1 2'- FS-2 YVTR3 VT TD-1 �0 Wo 000 WB 1 3/4" FS 1 2"o FS 1 'j ♦ 4"o 4'o 0 FS-2 —2"0 2" ET-1 4"FCO 'HB-1 FS-2 FD-T FS-2 HSA 4'10o� This d c um ent is the OF SS-1 I propero of erstod 10 4-0 ty ARCHITECTS and is FS-1 protected by U.S. and FC 4"0 WH SS-1-2 Zdauction, inter rep tio'01 O.orS. Use, o 0 RPBPm1 modification f this 4' document without first 6FD abta inin, -Itten permissio, of erstad 4"GCO 0 0 I / ARCHITECTS is prohibited. This document may not bel used in any unauthorized manner. 02022 00 1 kitchen waste and vent riser diagram 2 kitchen water riser diagram vi r > E CD 0 0 M M a) 75 M 112'o > 0- 2"o cm to _> 2112"o 2112"o 2"0 revision: 4"VTR 1 11,Vo 1114"o no. desc. date 1 addendum 1 03.05.2E WC-1 > WC-1 • 112"o WC-1 11/2" WC-1• FD- J- 112'01 4"0 �J WC 1� U-2 WC-1 14 1 1 U-2. V-1 4" '00"00000ro & I o WC-1 U-21 LAV-1 LAV- LAV- .0 LAV-1 'V- FD-2 WC 1 LAV-1,-:< project: 231106 LAV-1 LAV- " ;' 1/70 �'F WC-1 ILAV-1 —7 date: 02.11.2025 LAW; WC-1 LAV-1 AV-1 LAV-1 >�o V1 1q^m LAV-1 1100, LAB-' bid set DF-1 DF�/� -1 plumbing 4". riser 3 restroom waste and vent riser diagram 4 restroorn water riser diagram CITY APPROVED PLANS diagrams —NIUST BE ON JOB SITE FOR ALL INSPECTIONS P... P 5 . 11 Page 157 of 180 MUSGROVE ENGINEERING,P.A. SUNK BRONZE CLEANOUT SEE THE PLULUGMBING BINGFIITH LINTER 5\ONAL F SUNK HEAD.SEE THE PLUMBING FIXTURE zw s.wnrsperwoad way y 4ST Na FINISH GRAD i�18, SCHEDULE FOR MANUFACTURER AND 2083M.05859 MODEL. US w zxS_zz; 13J I / A Idaho TO S23ID 88M3402 M- A ISwww.na:ao ev+.con, 2/13/2025 zae.sn.zsz PRWEc 22414 or�P'g /A. R\ SAME SIZE AND EXHAUST MATERIAL AS THE SEWER SEE PLANS 45'ELBOW PIPING NOTE: 45°WYE ±APROX4. 1. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL BACKFLOW FLASHING SEE PLUMBING FIXTURE DEVICES TO BE INSPECTED IL ICERTIFIED BACKFLOW TECHNICIAN CAP AT TERMINUS SCHEDULE FOR BOWL& BEFORE THE USE OF THE BUILDING POTABLE WATER - r FAUCET SPECIFICATIONS SYSTEM. J 2. THIS BACKFLOW PREVENTER CAN BE INSTALLED IN A VERTICAL 18" 20 GA.GALVANIZED MID MINIMUM SLEEVE.ALLOW PIPING CONFIGURATION WHEN SPACE IN ROOM IS LIMITED.REFERENCE PLANS SANITARY SEWER LINE(PVC, CHROME PLATED TO MOVE FREELY FOR CONFIGURATION OR CONTACT THE ENGINEER FOR ASTM D30330R D3034,SDR II COPPER TUBING APPROVAL. 35,WITH ELASTOMERIC ROOF THROUGH SLEEVE WATER RISERS 3. THIS SYSTEM IS FOR INDOOR INSTALLATIONS ONLY.THIS VALVE SHALL GASKETS) CAST BRONZE TAPER THREAD PLUG MAY EXTEND AS A TYPICAL CONDENSATE DRAIN BE EASILY ACCESSIBLE TO FACILITATE TESTING AND SERVICING.DO NOT WASTEORVENTLINE CONNECTION INTO LAVATORY AND INSTALL IN A CONCEALED PEDESTRIAN TRAFFIC AREAS/NON-PAVED AREAS SINK DRAIN PIPING.SEE MECHANICAL LOCATION. WALL FLOOR PLANS FOR FAN COIL STAINLESS STEEL ROUND COVER BRANCH TAIL PIECE EXTENSION SECTION WITH 3l4' CONNECTIONS,SIZES AND PIPING REDUCED PRESSURE ZONE ASSEMBLY ROUND FLANGED HOUSING WITH HEAVY ROUTES. BACKFIL PREVENTER RPBP-1 SCREW CAP/PLUG DUTY CAST IRON COVER.COVER TO BE AND VANDAL PROOF SCREW. --- CONDENSATE DRAIN CONNECTION.(PROVIDED MINA PIPE SIZE CIA MIN,4 PIPE SIZE DIA FINISH PAVEMENT INSCRIBED"SAN".SEE THE PLUMBING AND INSTALLED BY PLUMBING CONTRACTOR.) FIXTURE SCHEDULE FOR MANUFACTURER I PLUGGED TEE OTHER PIPING MATERIALS.SEE PRESSURE GAGE AND MODEL. CHROME PLATED PIPE AND FITTINGS. SPECIFICATIONS (0-100 PSI RANGE) ° - - TYPICAA ATORI ES.SEELO TES BE AND LAVATORIES.SEE NOTES BELOW. 01 n 20 GA.GALV.SHEET CHROME ESCUTCHEON TO POTABLE SAME SIZE AND SCREW SLEEVE WATER SYSTEM AIR GAP BALL VALVE(TYP SECURELY TO 2z4 METAL STRAP CLEANOUT PLUG MATERIAL AS THE YSTRAINER SEE PLANS 45°ELBOW 9" BRACING.SCREW HEAD SCHEDULE 40 SEWER PIPING TO BE INSTALLED INSIDE RUN DRAIN TO SEE SPECIFICATIONS OF SLEEVE. 4) PVC OR NOTES: FLOOR DRAIN z 45°WYE FOR PIPE MATERIAL CPVC 1. INTERIOR EXPOSED PIPE,VALVES AND FIXTURE TRIM,INCLUDING TRIM BEHIND CASEWORK DOORS,SHALL BE CHROME PLATED. m 4 CAPATTERMINUS - r FLOOR LINE CLAMP 2. ALL PIPING PENETRATIONS THROUGH FINISHED WALLS SHALL BE PROVIDED WITH CHROME ESCUTCHEONS. PVC PIPE SLEEV e - 3. ALL SINK AND LAVATORY TRAPS SHALL BE PROVIDED WITH A CLEANOUT PLUG IN THE BOTTOM OF THE TRAP. O O O O O O SANITARY SEWER LINE a a INSULATE VENT PIPING IN �O O p 00 O p 00 O p000 O 00 O p Op O p 00 O p 00 O OO O O OO O p Op O p 00 O O 0 ATTIC WITH 20 THICK 4. ALL PLUMBING FIXTURES SHALL BE CAULKED AND SEALED TO SURROUNDING SURFACES. O O O O O O p 0 O p O O O O O O. O O O (PVC,, R D3033 OR . ° ARMAFLEX 520 D3034,SDR 35,WITH INSULATION. FROM STREET ELASTOMERIC - FF-TI 5. PLUMBING CONTRACTOR SHALL VERIFY THE LOCATION OF ALL LAVATORIES AND SINKS THAT NEED TO BE INSTALLED WITH THE BRANCH SUPPLY GASKETS) a V TAIL PIECE SECTION WITH 3/4"DRAIN CONNECTION.THE PLUMBING CONTRACTOR WILL BE RESPONSIBLE TO VERIFY THE PLUMBING FROM STREET VEHICULAR TRAFFIC AREAS PAVED AREAS EXHAUST INTAKE ROUGH-IN DIMENSIONS AND SHALL TAKE INTO ACCOUNT THE TAIL PIECE EXTENSION DIMENSIONS. 1 BUILDING WATER SERVICE DETAIL 2 GRADE CLEANOUT (GCO) DETAIL 3 WALL CLEANOUT (WCO) DETAIL 4 CONCENTRIC GAS VENT DETAIL 5 SINK/LAV. TAILPIECE & TRAP DETAIL n.t.s. n.t.s. n.t.s. n.t.s. n.t.s. This document is the VENTING NOTES: property of erstad ARCHITECTS and is EQUIPMENT CONNECTION NOTES: 1. VENT REGULATORS PER MANUFACTURER'S AND LOCAL GAS protected by U.S. and COMPANY'S REQUIREMENTS. PRESSSURE ACTIVATED TRAP PRIMER NOTES: reintepro ational laws. Use, 1. INSTALL FLEX CONNECTION AT ALL ROOF TOP UNITS WHICH reproduction, or HAVE SPRING ISOLATION 1. THE PRIMING VALVE MUST BE INSTALLED ON AFRESH COLD WATER LINE OF modification of this 2. DO NOT REDUCE THE VENT PIPE SIZE FROM THE REGULATOR. document without first ( f4n9.X.) 112"T01-112"DIAMETER. obtaining written 3. TO LIMIT THE CONSEQUENCES OF RAIN,SNOW OR DEBRIS FLUSH VALVE TRAP PRIMER NOTES: permission of erstad 2. INSTALL SOLID PIPE CONNECTION TO ALL ROOF TOP UNITS GETTING INTO THE VENT,ALWAYS TURN THE OUTLET OF THE 2. DISTRIBUTION UNIT MUST BE INSTALLED LEVEL WITH AN ACCESS DOOR FOR ARCHITECTS is prohibited. WHICH DO NOT HAVE SPRING ISOLATION VENT DOWN AND ABOVE POTENTIAL WATER OR SNOW LINES. 1. THE FLUSH VALVE PRIMER IS DESIGNED TO PRIME ONE FLOOR DRAIN TRAP AT A PERIODIC INSPECTION. This document may not be CURBS. DISTANCE NOT TO EXCEED 20 FEET FROM POINT OF INSTALLATION. 3. DO NOT SUBJECT TRAP PRIMER VALVE TO ROUGH-IN PRESSURE TEST. used in any unauthorized 3. PAINT PIPE WITH RUSTOLEUM#866 PRO-GUARD PRIMER,RED 4. PROVIDE A BUG SCREEN ON THE VENT OUTLET TO DETER INSECTS manner. .2022 OR GRAY,OR APPROVED FROM NESTING IN THE LINE.NEVER PAINT OVER THE BUG 2. THE FLUSH VALVE PRIMER SHALL BE INSTALLED WITH A VACUUM BREAKER. iV, ROOFTOP UNIT VACUUM BREAKER EQUAL. 4. DISTANCE FROM DISTRIBUTION UNIT TO FLOOR MUST BE 12"FOR EVERY 20' SCREEN. REGULATOR VENT. TO ATMOSPHERE 3. FLUSH VALVE PRIMER IS INTENDED FOR USE WITH WATER CLOSETS CONSUMING HORIZONTALLY. L ii 3.5 TO 1.0 GALIFLUSH. II5. A VENT LINE PROTECTOR MAY BE USED IN OUTDOOR PIPEDRAIN FULL SIZE TO THE NEAREST ROOF 5. TRAP PRIMER SHALL BE PRECISION PLUMBING PRODUCTS MODEL CPO-500 APPLICATIONS TO PREVENT ENTRY O WATER,INSECTS ORDRAIN ONLY IFAUTHORITY HAVING JURISDICTION 4. TRAP PRIMER SHALL BE PRECISION PLUMBING PRODUCTS MODEL FVP-1VB WITH WITH DU DISTRIBUTION UNIT IF REQUIRED.APPROVED ALTERNATES: n PROVIDE GALVANIZED STEEL OTHER FOREIGN MATERIALS THAT COULD CAUSE BLOCKAGE.REQUIRES. PIPE STRAP. VACUUM BREAKER.APPROVED ALTERNATES:MIFAB,SIOUX CHIEF,AND ZURN. MIFAB,SIOUX CHIEF,AND ZURN. 6. VENTMUSTBE PIPED A MINIMUM 3 FEET ABOVE OR 10 FEET AWAY T_ III III FLUSH VALVE NEQUIPMENT CONNECTION NOTES: II FROM ALL FRESH AIR INTAKES.INSTALL GAS COCK _ " UPPLYWITHIN 36"OF UNIT 7. VENTS SHALL RUN INDEPENDENTLY TO THE OUTDOORS AND 1. PROVIDERUNNING TRAP WITH AIR VENT AT EACHEQUIPMENT SHALL SERVE ONLY A SINGLE DEVICE VENT. 1-112"z12"17 GA.FLUSH VALVE PRIMER TUBE DOMESTIC WATER LINE \VVENT LIMITING DEVICE CONNECTION. FOR INDOOR USE ONLY. WITH 1l2"COMPRESSION FITTING8. REGULATOR VENT PIPING SHALL NOT EXCEED THE LENGTH 2. ALL CONDENSATE DRAIN PIPING ON ROOF (MUST POINT UP) �_TRAP SPECIFIED IN THE REGULATOR MANUFACTURER'S INSTRUCTIONS. 1/2"CHROME PLATED TRAP PRIMER LINE BALL TYPE SHUT-OFF VALVE � •� AND/OR AT UNIT SHALL BE TYPE L COPPER. UNION UNION SUPPORT ALL GAS PIPING 6" POSITION BEVELED END FACING UP,TRAP PRIMER TUBING MIN.ABOVE ROOF STRUCTURE OAS LINE TO EQUIPMENT GAS COCK(TYP.) SHALL BE INSTALLED OFF BACK OF FLUSH VALVE N 3"DRIP LEG TRAP PRIMER (GAS PRESSURE IS 7"WC) III III III " WATER CLOSET �_�r DISTRIBUTION UNIT }0 1I�I PIPE SUPPORTS PIPEAS FOLLOWS SHALL II III III II 'vc' �1/2°TRAP PRIMER LINE •� APPROVED PIPE SUPPORT SYSTEMS: SHALL BE AS APPROVED PIPE SUPPORT SYSTEMS: BE AS FOLLOWS: _ MINIMUM 10 PIPE GAS PRESSUREVULLOW _ ¢U� I{U�V/ - DIAMETERSBEFORE REGULATOR MAIN GAS LINE(SEE MIRO MODEL 1.5 WITH SPACERS. SIZE OF SUPPORT MIRO MODEL 1.5 WITH SPACERS. SIZE OF SUPPORT = CHANGING DIRECTIONS = DRAWINGS FOR GAS z a••E PIPE REQUIRED PIPE REQUIRED GAS COCK PRESSURE) MIRO INDUSTRIES 1-800-768-6978 MIRO INDUSTRIES 1-800-768-6978 FLOOR 1/2" 8'O.C. 112' 6'O.C. ADVANCED SUPPORT PRODUCTS 3/4"-1" 8'O.C. ADVANCED SUPPORT PRODUCTS 314'-1' 8'O.G I w I FLOOR DRAIN SLEEVE FLOOR DRAIN FLOOR O O ASP,INC.1-800-941-5737 1 114" 10'O.C. ASP,INC.1-800-941-5737 1 114" 10'O.C. r THRU SLAB OR LARGER OR LARGER CAPPED 3-INCH DRIP LEG POSITIONED CAPPED 3-I NCH DRIP LEG POSITIONED _ `10 L VERSABLOCK BY FREEDOM INC., VERSABLOCK BY FREEDOM INC., TO ALLOW THE CONNECTION OF A TO ALLOW THE CONNECTION OF A ' �/ VERSABLOCK.COM 1-866-612-5625 VERSABLOCK.COM 1-866-612-5625 PRESSURE MEASURING INSTRUMENT. PRESSURE MEASURING INSTRUMENT. OR 1-208-861-0229 OR 1-208-861-0229 112"TRAP PRIMER LINE P-TRAP 1 G) 6 ROOFTOP UNIT - COND. DRAIN DETAIL 7 ROOFTOP UNIT - GAS PIPING DETAIL 8 GAS PRESSURE REGULATOR DETAIL 9 TRAP PRIMER CONNECTION DETAILS n.t.s. n.t.s. n.t.s. NTS ROUTE THROUGH ROOF o UNLESS OTHERWISE _ •L„ i N NOTED ON THE PLANS. to NOTES: 1. ALL DIMENSIONS SHOWN SHALL BE VERIFIED WITH LOCAL AUTHORITY HAVING 4"PVC OR CPVC SCHEDULE 40 JURISDICTION. EXHAUST AND INTAKE PIPE ;-ROUTE THROUGH ROOF 2. INTERCEPTOR EXCEEDING 6'-6'IN DEPTH MUST BE CONSTRUCTED OF 4 V (i MAX EQUIV.LENGTH) UNLESS OTHERWISE REINFORCED CONCRETE. G45 COCK(TYP.) NOTED ON THE PLANS. i U = � 3. ALL SURFACE WATER TO DRAIN AWAY FROM INTERCEPTOR. FEfVISIOn: GAS PRESSURE _ REGULATOR 4"PVC OR CPVC SCHEDULE 40 4. FRAME STRUCTURE FOR TRAFFIC LOADING. SAMPLING STATION PORT. no. deSc. date THERMOMETER(TYP) I FT EXHAUST AND INTAKE PIPE CAPPED TEE(TYP.) V (80 MAX EQUIV.LENGTH) T THERMAL EXPANSION TANK. 5. GREASE INTERCEPTOR SHALL COMPLY WITH THE CURRENT EDITION OF THE THERM-X-TROL MODEL ST-12 LATEST ADOPTED PLUMBING CODE,AND ALL LOCAL AND STATE CODES. 16"SQUARE CONCRETE PAD. RECIRC.PUMP(RP-1) 0 OR AN APPROVED EQUAL. TROWEL SMOOTH AND EDGE. AIR INTAKE 1�7I RECIRC.PUMP RP-2 AIR INTAKE SECURE TANK TO WALL. ( ) NOTES: CAST IRON CLEANOUT WITH o o° CHECK VALVE(TYP) ° ° IH 1. PROVIDE A 3/4-INCH NON-POTABLE WATER LINE.EXTEND LINE DOWN IN SLOPE PAVEMENT OR GRADE AWAY FROM MANHOLES. COVER FOR DUTY ❑❑°❑ PRESSURE OO 0000 - WALL SPACE TO A REDUCED PRESSURE BACKFLOW PREVENTER RPBP-1 REQUIRED.COVER TO BE o00o I� 1/2" INSCRIBED"SANITARY PRESSURE �0 RELIEF VALVE TWO 24"DIAMETER CAST IRON RELIEF VALVE BALANCE VALVE(TYP) ° - 2. PROVIDE A UN 1-DRAIN LINE.SLOPE DRAIN LINE AT SPACE PER FOOT SEWER CLEANOUT'. I MINIMUM.RUN 1-1/2"DRAIN LINE DOWN IN WALL SPACE AND TERMINATE 3"MIN. MANHOLE RINGS WITH HEAVY LINE INDIRECT INTO AN APPROVED INDIRECT RECEPTOR DUTY GASTIGHT COVERS. - RUN LINE FULL SIZE RUN LINE FULL SIZE MAKE-UP AIR UNIT 6" BALL VALVE(TYP) -- WITH EVAP COOLER _ _ TO AN APPROVED -- e ® TO SERVICE SINK. 3, A PRESSURE SWITCH SHALL BE INSTALLED UPSTREAM OF THE 2-WAY -III_ III-III III- ect: 231 106 INDIRECT RECEPTOR SOLENOID VALVE IN MAKE-UP AIR UNIT.THE SWITCH AND VALVE IS TO BE _- pro 314 FURNISHEDANDINSTALLEDBYTHEMAKE-UPAIRUNITMANUFACTURER _ I date: 02.11.2025 TEMPERING STATION DIELECTRIC UNION(TYP) -III III- 24"0 PRECAST i DIELECTRIC UNION(TYP) TS-1 WATER I- 1 1l2" - 1 1/2' ROOF 120V 3-WAY FILL AND DRAIN VALVE - MANHOLE BARREL WATER THERMAL EXPANSION TANK. HEATER BALL VALVE(TYP) HEATER +++ - THERM-X-TROL MODEL ST-12 THERMOMETER(TYP) N/H- FURNISHED WITH MAKE-UP AIR UNIT AND SECTION. THERMOMETER(TYP) Vy}{-1 T OR AN APPROVED EQUAL. 2 INSTALLED BY PLUMBING CONTRACTOR, SEE PLANS WH-3 1 + SECURE TANK TO WALL. RECIRC.PUMP RP-1 WIRING BY ELECTRICAL CONTRACTOR SEE PLANS. •t; FOR CONT. ANCHOR WATER HEATER FLEXIBLE ANCHOR WATER'HEATER TOWALL.USE 1"X18GA. ° 1112" 3/4" - `1'• 6"MIN. permit Set TO WALL.USE 1"X18 GA. GALV.STRAP WITH#10X2 CHECK VALVE P CONNECTOR GALV.STRAP WITH#10X2 �) (TYPICAL) BALL SERVICE VALVE-CONTRACTOR SUPPLIED(TYPICAL) 112'WOOD SCREWS. ` 112'WOOD SCREWS. Li �t NON-CORROSIVE METAL DRIP PAN. TYPICAL OF 2 PLACES. a ° - L SEE PLANS FOR SIZE.S TYPICAL OF 2 PLACES. a RUN 3/4"DRAIN LINE TO ANWATER LEVEL. PVC TWO WAY APPROVED INDIRECT RECEPTOR. NON-CORROSIVE METAL DRIP PAN.RUN 3l4'DRAIN [3/4 PVC SAN TEE. Np 314"NON-POTABLE WATER LINE CLEANOUT TEE. FLUE EXHAUST J LINE TO SERVICE SINK. STRAIGHT TEE. FLUE EXHAUST L FLOOR FLOOR 1-1/2'DRAIN LINE RUN FLUE EXHAUST SLOPE PRECAST RUN FLUE EXHAUST ° °°°°°oo°00000°oo GREASE SANITARY TEE CONDENSATE DRAIN °o o°oo°°°o °o o°7,° o CONCRETE SEALWATERTIGHT. CONDENSATE DRAIN ° ° CITY APPROVED PLANS TRAP. �� �� GROUT. LINE FULL SIZE TOplumbing LINE FULL SIZE TO AN ANSM•ST BE ON SITE 12' 12' SERVICE SINK. DRAIN VALVE WITH THREADED APPROVED INDIRECT VLANS MUST BE ON JOB SITE BED OF UNDISTURBED RECEPTOR. DRAIN VALVE WITH THREADED HOSE CONNECTION EARTH OR COMPACTED details HOSE CONNECTION FOR/ALL INSPERIONS SAND BACKFILL:6"MINIMUM. CONCRETE BAFFLE. 10 WATER HEATER PIPING DETAIL (WH-1) 11 WATER HEATER PIPING DETAIL (WH-2) 12 MAU EVAP PIPING DETAIL 13 GREASE INTERCEPTOR DETAIL (1500 GALLONS) n.t.s. n.t.s. NTS NTS 6■ 11 Page 158 of 180 MUSGROVE ENGINEERING,P.A. 55�pNAL FN z34 s.weixpery t way Bo ,ID83709 208.384.0585 M5 wm 25m SN 133 7 A mono eau.,M 83aez 208.523.3M2 3/11/2025 s PROJECT 414 m ✓rg7F OF SOP el q`RIV A. RAG KITCHEN PLUMBING FIXTURE SCHEDULE PLUMBING FIXTURE SCHEDULE GAS SIZING CHART CONNECTION SIZE CONNECTION SIZE SYMBOL FIXTURE DESCRIPTION TRA C HS MANUFACTURER MODEL NUMBER I DESCRIPTION I ADDITIONAL COMMENTS SYMBOL FIXTURE DESCRIPTION MANUFACTURER I MODEL NUMBER I DESCRIPTION/ADDITIONAL COMMENTS RUN UT SIZE EQUIPMENT CONNECTION WASTE VENT WASTE VENT TRAP CW HW SYMBOL INPUT(MBH)@ELEVATION (5 PSI)(INCHES) SIZES(7"WC)(INCHES) INDIRECTTO __ _ PROVIDED BY OTHERS. SEE WATTS,SERIES LF 007 DOUBLE CHECK VALVE ASSEMBLY.MODEL NO.LF 007 WITH REPLACEABLE SEATS 0 DISHWASHER FLOOR SINK FS2 314 Q ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. DCBP-1 DOUBLE CHECK BACKFLOW PREVENTER - - - PLANS - AND SEAT DISCS,CAST BRONZE BODY CONSTRUCTION-1l2"THRU 2",2-112"THRU 10"757 SERIES.PROVIDE RTU-101 200 3l4 1 WITH STRAINER.LEAD FREE ® SOILED DISHTABLE INDIRECTTO _ PROVIDED BY OTHERS. DRINKING FOUNTAIN WITH BOTTLE RTU-102 200 314 1 FLOOR SINK FS2 ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. FILLING STATION ELKAY MODEL LZSTL8WSLP,HIGHILOW COOLER WITH BOTTLE FILLING STATION WITH FLU-GUARD (INTERIOR DUAL BUBBLERS) STREAMSAVER BUBBLER.OPERATED BY FRONT OR SIDE PUSH BARS AND BOTTLE FILLING STATION DF-1 1112 1112 1112 1/2 - RTII-103 88 3I4 314 INDIRECTTO _ PROVIDED BY OTHERS. (ELECTRIC WATER COOLER) OPERATED BY SENSORACTIVATION WITH AUTOMATIC 30-SECOND SHUT-OFF TIMER.115 VOLT,4.5 AMP,60 © 3-COMPARTMENT FLOOR SINK FS-2 1� 1� ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. (ADACOMPLIANT) HERTZ,AND FILTER PROVIDE WITH JAY R.SMITH 0834 FLOOR MOUNTED SUPPORT CARRIER. (HIGHILOW) RTU-104 120 W4 3/4 8 PROVIDED BY OTHERS. CONVECTION OVEN(144 MBH) -- -- - - - 3l4 DN-1 DOWN SPOUT NOZZLE - - - - - JAY R.SMITH FIGURE NUMBER 1770-NB,CAST IRON NOZZLE WITH WALL FLANGE,NICKEL-BRONZE FINISH. ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. RTU-105 120 314 314 �IIII�, II ET-1 EXPANSION TANK - - - 314 _ AMTROL THERM-X-TROL ST-12,ORAPPROVED EQUAL,NON ASME SERIES THERMAL EXPANSION ABSORBER, YI�'VWW 9 4 BURNER COOKTOP(100 MBH) 3l4 PROVIDED BY OTHERS. ANTIMICROBIAL LINER,AND 5 YEAR WARRANTY. RTU-106 88 314 3/4 ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. ACORN SAFETY MODEL 50406-CH12-BFP,WALL MOUNTED WITH DUAL 45'ANGLED HEADS AND RECOIL HOSE, EYE-1 EMERGENCY EYE WASH _ - 112 1/2 PROVIDE WITH FLIP TOP DUST COVERS,UNIVERSAL EMERGENCY SIGN,DOUBLE CHECK BACKFLOW, RTU-107 88 3/4 3/4 INDIRECTTO PROVIDED BY OTHERS. (WALL MOUNTED) STAINLESS STEEL 90'WITH SHEET NIPPLE,AND ACORN MODEL ET71-1-BVS-OTG THERMOSTATIC MIXING 11 TILTING SKILLET BRAISING PAN(120 MBH) 1/2 - 3l4 FLOOR SINK TD-1 ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. VALVE OR EQUAL,LEAD FREE,WITH TEMPERATURE GAUGE ON OUTLET. RTU-108 88 3l4 314 PROVIDED BY OTHERS. GUARDIAN MODEL GBF1848,RH,RIGHT HAND,OR LH,LEFT HAND,WALL MOUNTED,SWING-DOWN EYEWASH IIIIII////IIIIII IIIIIIII�.IIIIII INDIRECTTO WITH POLISHED CHROME PLATED BRASS SWING PIPE,TWIN EYE WASH HEADS WITH COVERS,AND 13 STEAMER,CONVECTION,BOILERLESS 1Y2 - - ROUGHEN AND CONNECTED BY PLUMBING CONTRACTOR. EMERGENCY EYE WASH RTU-109 88 3l4 3/4 FLOOR SINK FS1 PROVIDE WITH REDUCED PRESSURE BACKFLOW PREVENTER. EYE-2 -- - - 112 12 GUARDIAN BALL MODEL G360O F THERMOSTATIC STATIC DOWN VERTICALLYEQUAL, EASINK-FR ACTIVATE.PROVIDE WITH (WALL MOUNTED) GUARDIAN MODEL G3600LF THERMOSTATIC MIXING VALVE OR EQUAL,LEAD-FREE,WITH TEMPERATURE INDIRECTTO PROVIDED BY OTHERS. GAUGE ON OUTLET. RTU-110 88 314 3/4 L IIIIII 16 ICE MACHINE FLOOR SINK FS1 1Y2 - - ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. PROVIDE WITH REDUCED PRESSURE BACKFLOW PREVENTER. FCO FLOORCLEANOUT SEE _ _ _ _ JAY R.SMITH 4020 SERIES WITH ADJUSTABLE TOP AND ABS PLUG.PROVIDE WITH FIGURE NUMBER 9912 FOR RTU-111 88 3/4 314 PLANS HEIGHT ADJUSTMENT AFTER CONCRETE POUR. INDIRECTTO PROVIDED BY OTHERS. 17 2-COMPARTMENT SINK 1l2 1l2 - SIOUXCHIEF SERIES NUMBER 832-2P,WITH CONSTRUCTION CTRAINER AND FLOOR PRIMER.INSTALL OUTLET, FLOOR SINK FS2 ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. FD1 FLOOR DRAIN 2 p p _ _ 6112"ROUND,NICKEL BRONZE FINISH,WITH ADJUSTABLE STRAINERANDTRAP PRIMER.INSTALL TOP OF RTU-112 88 3l4 314 (CONCRETE FLOOR) DRAIN 118"BELOW FINISH FLOOR AND CAULK EDGE. 0 19 HAND SINK 1112 1112 1112 112 112 - PROVIDED BY OTHERS. RTU-113 88 314 314 ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. FLOOR DRAIN SIOUXCHIEFSERIESNUMBERNISH, IT POSTCONSTRUCTIONLEVELINGFLOORDRAIN,NO-HUBOUTLET, F02 (CONCRETE FLOOR) 3 3 3 - - DRAIN 118"BEL W BRONZE FINISH, CAULK EDGE. ESTRAINERANDTRAP PRIMER.INSTALL TOP OF RTU-114 88 314 3/4 21 SERVING COUNTER,HOT FOOD INDIRECTTO _ - - PROVIDED BY OTHERS. DRAIN 118"BELOW FINISH FLOOR AND CAULK EDGE. FLOOR SINK FSI ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. FLOOR SINK RTU-115 120 3l4 314 (HALF GRATE) _ _ JAY R.SMITH FIGURE NUMBER 3100Y-12:CAST IRON RECEPTOR,ALUMINUM DOME STRAINER,NICKEL 23 SERVING COUNTER,COLD FOOD INDIRECT TO _ _ _ PROVIDED BY OTHERS. FS-1-1 (F DEEP) 2 2 2 BRONZE GRATE,AND TRAP PRIMER.INSTALL TOP OF SINK II8"BELOW FINISH FLOOR AND CAULK EDGE. FLOOR SINK FS-1 ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. (FOOT TRAFFIC RATED) RTU-116 88 3/4 3/4 FLOOR SINK INDIRECT TO PROVIDED BY OTHERS. RTU-117 120 314 314 24a WALK-IN COOLER -- - - (HALF GRATE) JAY R.SMITH FIGURE NUMBER MER.INSTALL CAST OPOFSIINK10 RECEPTOR,ALWFINI H ME FLOOR AND NICKEL FLOOR SINK FSI ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. FS-2 (10"DEEP) 4 2 4 BRONZE GRATE,AND TRAP PRIMER.INSTALL TOP OF SINK IIB"BELOW FINISH FLOOR AND CAULK EDGE. (FOOT TRAFFIC RATED) RTU-118 53.6 314 314 24b WALK-IN FREEZER INDIRECTTO _ _ _ PROVIDED BY OTHERS. FLOOR SINK FSI ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. GRADE CLEANOUT SEE GCO (NON-PAVED AREAS) PLANS - - - - JAY R. 4220 SERIES WITH ABS PLUG. RTU-201 88 3I4 314 This document is the F-26-1 CONVECTION OVEN(144 MBH) -- -- _ _ - 3/4 PROVIDED BY OTHERS. GRADE CLEANOUT property of erstad ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. SEE _ _ _ _ JAY R.SMITH 4250 SERIES,ROUND FLANGED HOUSING WITH HEAVY DUTY CAST IRON COVER.FURNISH WITH RTU-202 88 3/4 3/4 ARCHITECTS and is GCO (PAVED AREAS) PLANS ASS PLUG.COVER TO BE INSCRIBED"SAN". protected by U.S. and (VEHICULAR TRAFFIC) international laws. Use, PROVIDED BY OTHERS.CONNECTED RTU-203 88 3l4 3/4 27 GRIDDLE(135 MBH) -- -- - - - 314 reproduction, or ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. GREASE INTERCEPTOR PRE-CAST CONCRETE,1500 GALLON CAPACITY,GREASE INTERCEPTOR.SEE DRAWING FOR DETAILS.NO GI-1 4 3 - - - modification of this (1500 GALLONS) SPLIT DESIGN VAULTS WITH GASKETS BELOW FLUID LEVEL ALLOWED. PROVIDED BY OTHERS. RTU-204 88 3/4 3l4 document without first INDIRECTTO HOSE BIBS obtaining written 28 STEAMER,CONVECTION,BOILERLESS 1l2 — — ROUGH-INAND REDUCED PRESSURE PLUMBING CONTRACTOR. WOODFORD MODEL 67-EXPOSED STYLE WITH MODEL SOHA BACKFLOW PREVENTER 314"INLET,AND FLOOR SINK FS1 HB-1 (EXTERIOR) -- - - 3l4 - permission of erstad PROVIDE WITH REDUCED PRESSURE BACKFLOW PREVENTER. CHROME PLATED.PROVIDE WITH TEE KEY AND INSTALL AT 18'ABOVE FINISH GRADE. RTU-205 88 3I4 314 (NON-FREEZE) ARCHITECTS is prohibited. PROVIDED BY OTHERS. This document may not be 29 6BURNERCOOKTOP(150 MBH) -- -- - - - 3/4 PROVIDED AND CONNECTED BY PLUMBING CONTRACTOR. MOTION SENSOR LAVATORY KOHLER KINGSTON MODEL K-20D5,WITH GRID STRAINER SLOAN OPTIMA PLUS MODEL EAF-350 BATTERY RTU-206 88 3/4 3/4 used in any unauthorized LAV1 (WALL MOUNTED) 1112 1112 1114 1l2 1l2 POWERED FAUCET WITH 4"TRIM PLATE.PROVIDE WITH JAY R.SMITH FIGURE NUMBER 0700-Z SUPPORT manner. 02022 PROVIDED BY OTHERS. (BATTERY LIANT)ED) WITH CONCEALED ARMS.PROVIDE WITH LS-1 LAV SHIELD. RTU-207 88 314 314 30 FLOOR FRYER(360 MBH) -- -- - - - 1114 (ADA COMPLIANT) ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. LAVATORY SHIELD RTU-208 88 314 3/4 PROVIDED BY OTHERS. LS1 (WALL MOUNTED SHIELD FOR TRUEBRO"LAV SHIELD"ADA COMPLIANT,TOTAL ENCLOSURE.SINGLE-PIECE CONSTRUCTION,SLOAN W HAND SINK 1112 1112 1112 112 112 - ROUGH-IN AND CONNECTED BY PLUMBING CONTRACTOR. CONCEALING PIPING,VALVES,AND -- - - - - OPTISHIELD ETF-529,OR APPROVED EQUAL. INSTANTANEOUS WATER HEATERS) RTU-209 88 3/4 3/4 NOTES: 1. ALL ADA COMPLIANT FIXTURES MUST COMPLY WITH ICC/ANSI At 17.1.SEE ARCHITECTURAL PLANS FOR HANDICAPPED FIXTURE DESIGNATIONS,LOCATIONS,CLEARANCES,AND MOUNTING HEIGHTS. OVERFLOW ROOF DRAIN RTU-210 88 3/4 3/4 OD-1 (LOW PROFILE DOME STYLE) -- - - - - JAY R.SMITH FIGURE NUMBER 1070Y-R-C4tS-CID WITH CAST IRON DOME GRATE AND RAIN SHIELD. M 2. ALL EXPOSED HW PIPING,CW PIPING,AND DRAIN LINES BENEATH ALL LAVATORIES AND ALL ADA COMPLIANT SINKS MUST BE INSULATED TO PREVENT INJURY.REFER TO ARCHITECTURAL PLANS.INSULATE WITH MOLDED CLOSED (METAL GRATE) RTU-211 120 314 3/4 (A"' CELL VINYL INSULATION-TRUEBRO,PLUMBEREX,OR EQUAL. _ _ _ �� 3. PROVIDE P-TRAP PRIMERS FOR ALL FLOOR DRAINS AND FLOOR SINKS.PROVIDE A BALL TYPE SHUT-OFF POT FILLER FAUCET 114 FF VALVE UPSTREAM OF PRIMER VALVE.SEE SPECIFICATIONS. - TBS BRASS MODEL B-0592 WALL MOUNTED FAUCET,SINGLE CONTROL,18"DOUBLE JOINT NOZZLE, RTU-212 88 314 3/4 00 INSULATED ON-OFF CONTROL. 4. SEE SPECIFICATIONS FOR ALTERNATE APPROVED MANUFACTURERS. WH-1 199 3/4 3/4 " ROOF DRAIN 5. HIGH EFFICIENCY WATER HEATERS:PROVIDE WITH CONDENSATE NEUTRALIZATION KIT BY JJM BOILER WORKS MODEL JM(OR EQUAL),SIZED PER EQUIPMENT CAPACITY. RD-1 (LOW PROFILE DOME STYLE) -- - - - - JAY R.SMITH FIGURE NUMBER 1010Y-R-C-CID WITH CAST IRON DOME GRATE. WH 2 399 3141 •' N (METAL GRATE) 5 RH-1 ROOF HYDRANT _ _ 3/4 CONVECTION WOODFORD MODEL SRH-MS FREEZELESS ROOF HYDRANT WITH 3/4"HOSE CONNECTION,INTEGRAL CONVECTION OVEN(8) 144 314 314 (NON FREEZE) DOUBLE CHECK BACKFLOW PREVENTER,AIR VENT,AND MOUNTING SYSTEM.NO DRAIN LINE REQUIRED. BELL AND GOSSETT BRONZE MODEL NBF-22,115 VOLT,0.8 AMPS,92 WATTS,AND SHALL PROVIDE 7 GPM AT 4 BURNER COOKTOP 1D0 3/4 3l4 RP1 RECIRCULATION PUMP -- _ _ _ 3/4 10 FEET HEAD.INCLUDE 7-DAY PROGRAMMABLE ELECTRONIC TIME CLOCK WITH BATTERY BACKUP, " (HOT WATER RETURN SYSTEM) INTERMATIC MODEL GM40AVE-RD89.APPROVED ALTERNATE:ARMSTRONG,TACO,GRUNDFOS. TILTING SKILET WATTS,SERIES 009 REDUCED PRESSURE ZONE ASSEMBLY,MODEL NO.009 WITH QUARTER TURN BALL BRAZING PAN(11) 120 3I4 314 RPBP1 REDUCED PRESSURE BACKFLOW INDIRECT - - VALVES,BRONZE STRAINER,AND AIR GAP.BRONZE BODY CONSTRUCTION-1I2'THRU 2",PROVIDE WITH PREVENTER CONVECTION OVEN(26) 144 3l4 3l4 STRAINER.LEAD FREE.SEE NOTE 6. ELKAY LUSTERTONE MODEL LRAD172065:6-1/2"DEEP,STAINLESS STEEL SINK PROVIDE AND INSTALL GRIDDLE(27) 135 314 3l4 SINK-SINGLE COMPARTMENT ELKAY MODEL LK3001CR SINGLE LEVER CHROME FAUCET WITH SWING SPOUT AND HOSE SPRAY,ELKAY O O S_1 (17"X20"X61I2") 2 1112 1112 V2 112 MODEL LK35 STAINLESS STEEL STRAINER BASKET AND TAILPIECE,AND WATTS SERIES LFUSG-B LEAD-FREE, (ADA COMPLIANT) THERMOSTATIC MIXING VALVE,ASSE STANDARD 1070 LISTED,BRONZE BODY,INTEGRAL CHECK VALVES, B BURNER COOKTOP 150 3/4 3l4 AND SELECTABLE TEMPERATURE RANGE FROM 80'F TO 120'F. FRYER(30) 360 3/4 11/4 SINK-SINGLE COMPARTMENT ELKAY LUSTERTONE MODEL LRAD312265:6-1/2"DEEP STAINLESS STEEL SINK.ELKAY MODEL LK3001 U CD S_2 (31"X22"X61I2") 2 1112 1112 112 112 SINGLE LEVER FAUCET AND SWING SPOUT.PROVIDE WITH ELKAY MODEL LK35 CHROME PLATED (ADACOMPLIANT) TAILPIECE AND STAINLESS STEEL BASKET,AND WATTS SERIES USGB THERMOSTATIC MIXING VALVE. MAU-101 438 3l4 1 SA-1 MAU102 308 3l4 1 (WATER HAMMER ARRESTOR) AN ACCESS PANEL AND A BALL TYPE SHUT-OFF VALVE UPSTREAM OF SHOCK ABSORBER SHOCKABSORBER __ _ _ _ _ JAY R.SMITH FIGURE NUMBER 5005 TO 5050,OR APPROVED EQUAL,SIZED PER FIXTURES SERVED.PROVIDE 4 - SERVICE SINK ACORN TERRAllO-WARE MODEL TRH-242410:PROVIDE AND INSTALL WITH STAINLESS STEEL BUMPER EQUIVALENT LENGTH=450 FT 4/ SS1 (24"X 24"X 10") 3 2 3 1I2 1/2 GUARD,DRAIN GASKET,CHROME FAUCET,36"HOSE AND WALL HANGER,MOP HANGER,AND 2 SIDE TOTAL 5486.6 PRESSURE=5 PSI //�� a.d (FLOOR MOUNTED) STAINLESS STEEL WALL GUARD.MOUNT FAUCET 36"AFF. MAIN SIZE=2'0 \V L TRENCH DRAIN JAY R.SMITH FIGURE NUMBER 9812 10"WIDE TRENCH DRAIN SYSTEM.SLOPE DRAIN SYSTEM WITH NOTE:GAS SIZES TO EQUIPMENT ARE AS NOTED IN SCHEDULE ABOVE.ROUTE NOTED(5 PSI)GAS LINE TO GAS `/ C TD-1 (10"WIDE) 4 2 2 _ _ INTEGRAL METAL RAIL,PROVIDE WITH END CAPS,OUTLETS,CATCH BASIN(9812G-880-CB24-BP),AND HEAVY EQUIPMENT.PROVIDE GAS COCK AND PRESSURE REGULATOR(5 PSI-7"WC)SIZED FOR GAS LOAD AT EACH ^+ DUTY(CLASS C)GALVANIZED STEEL BAR GRATE(MODEL 9812-G).REFER TO ARCHITECTURAL PLAN FOR PIECE OF EQUIPMENT.VENT TO ATMOSPHERE PER MANUFACTURERS RECOMMENDATIONS.ROUTE NOTED IT' W (HEAVY TRAFFIC RATED) EXACT LENGTH REQUIREMENTS. WC)GAS LINE TOGAS FIRED EQUIPMENT WITH GAS COCK AND FLEX CONNECTOR AT UNIT.SEEGAS IJJJJJJJJ� CONNECTION DETAILS ON SHEET P6.11. /1\ N TRAP PRIMER PRECISION PLUMBING PRODUCTS MODEL CPO5W WITH DU DISTRIBUTION UNIT IF REQUIRED FOR SERVING �1/ to TP.1 (PRESSURE ACTIVATED) -- - - 1/2" - MORE THAN ONE TRAP. (1 TO TRAPS) APPROVED ALTERNATES:MIFAB,SIOUX CHIEF,SLOAN,AND ZURN AP PRIMER PRECISION PLUMBING PRODUCTS MODEL FVP-1VB WITH VACUUM BREAKER. TP TRAP -2 (FLUSH VALVE PRIMER) 1 TRAP) -- - - 112" - APPROVED ALTERNATES:MIFAB,SIOUX CHIEF,SLOAN,AND ZURN ( TS-1 TEMPERING STATION _ _ _ SEE SEE SYMMONS TEMPERATURE CONTROL VALVE MODEL_WITH 5 PSI PRESSURE DROP AT GPM.PROVIDE PLANS PLANS WITH WALL MOUNTING BRACKET AND 3"BIMETAL DIAL THERMOMETER. revision: URINAL KOHLER BARDON MODEL KA991-ET WALL MOUNTED URINAL WITH3/4"TOP SPUD. no. desc. date U_1 (FLUSH VALVE) 2 1 112 INT. 3/4 _ SLOAN REGAL XL MODEL 186-0.5 FLUSHOMETER. (PUBLIC STANDARD) INCLUDE BEEHIVE STRAINER AND JAY R.SMITH FIGURE NUMBER 0637 ADJUSTABLE FIXTURE SUPPORT 1 addendum 1 03.05.2 (SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT) URINAL KOHLER BARDON MODEL K4991-ET WALL MOUNTED URINAL WITH 3/4"TOP SPUD. U_2 (FLUSH VALVE) 2 1 1r2 INT. 314 _ SLOAN REGAL XL MODEL 186.0.5 FLUSHOMETER. (ADA COMPLIANT) INCLUDE BEEHIVE STRAINER AND JAY R.SMITH FIGURE NUMBER 0637 ADJUSTABLE FIXTURE SUPPORT (SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT) WALL BOX __ _ _ _ OATEY FIREMASTER MODEL 39121 WITH FACEPLATE,ADJUSTABLE METAL SUPPORT BRACKET.FIRE-RATED, -1 (WATER SUPPLY TO ICE MAKER) 1/2 LOW LEAD,OR APPROVED EQUAL. WATER CLOSET KOHLER HIGHCLIFF MODEL K-960571 FLOOR MOUNTED,WITH ELONGATED BOWL. WC_, (FLUSH VALVE) 4 2 INT. 1 - KOHLER LUSTRA MODEL K4666-C I ELONGATED OPEN FRONT SEAT WITH HINGE. (FLOOR MOUNTED)COMFORT HEIGHT/ADA COMPLIANT) SLOAN REGAL XL MODEL 111 FLUSHOMETER. project: 231106 ( date: 02.11.2025 WOO WALL CLEANOUT SEE _ _ _ _ JAY R.SMITH 4472T SERIES WITH CAST BRONZE TAPER THREAD PLUG,STAINLESS STEEL ROUND COVER, PLANS AND A STAINLESS STEEL VANDAL PROOF SCREW. WATER HEATER SEE SEE BRADFORD WHITE MODEL EF-100T-199E-3N(A).199 MBH INPUT,110V/10,28'DIAMETER,78"TALL WITH SIDE WH-1 (NOMINAL 100 GALLON) -- - - PLANS PLANS CONNECTIONS.PROVIDE WITH PVC CONCENTRIC INTAKENENT KIT AND SEISMIC STRAP. (NATURAL GAS-HIGH EFFICIENCY) WATER HEATER100G SEE SEE BRADFORD WHITE MODEL EF-100T399E-3N(A).399 MBH INPUT,110V/10,28'DIAMETER,78"TALL WITH SIDE bid set WH-2 (NOMINAL GA GALLON) -- - - PLANS PLANS CONNECTIONS.PROVIDE WITH PVC CONCENTRIC INTAKENENT KIT AND SEISMIC STRAP. (NATURAL GAS-HIGH EFFICIENCY) NOTES: 1. ALL ADA COMPLIANT FIXTURES MUST COMPLY WITH ICCIANSI Al17.1.SEE ARCHITECTURAL PLANS FOR HANDICAPPED FIXTURE DESIGNATIONS,LOCATIONS,CLEARANCES,AND MOUNTING HEIGHTS. 2. ALL EXPOSED HW PIPING,CW PIPING,AND DRAIN LINES BENEATH ALL LAVATORIES AND ALL ADA COMPLIANT SINKS MUST BE INSULATED TO PREVENT INJURY.REFER TO ARCHITECTURAL PLANS.INSULATE WITH MOLDED CLOSED CELL VINYL INSULATION-TRUEBRO,PLUMBEREX,OR EQUAL. 3. PROVIDE P-TRAP PRIMERS FOR ALL FLOOR DRAINS AND FLOOR SINKS.PROVIDE A BALL TYPE SHUT-OFF VALVE UPSTREAM OF PRIMER VALVE.SEE SPECIFICATIONS. plumbing CITY APPROVED PLANS 4. SEE SPECIFICATIONS FOR ALTERNATE APPROVED MANUFACTURERS. schedules PIANS MUST BE ON JOB SITE 5. HIGH EFFICIENCY WATER HEATERS:PROVIDE WITH CONDENSATE NEUTRALIZATION KIT BYJJM BOILER WORKS MODEL JM(OR EQUAL),SIZED PER EQUIPMENT CAPACITY. FOR ALL INSPEMONS 7. 11 Page 159 of 180 GENERAL NOTES DESIGN CRITERIA AND LOADS TESTS AND INSPECTIONS SPECIAL INSPECTIONS AND TESTING SHALL BE DONE IN TESTS AND INSPECTIONS(CON" SOIL AND FOUNDATIONS(CON CAST-IN-PLACE CONCRETE(CON" ACCORDANCE THE STATEMENT OF SPECIAL INSPECTIONS PER IBC SECTIONS 1704 AND 1705 o1�Ss E AI ENGy RISK CATEGORY OF BUILDING III AS APPLICABLE.FOR SPECIFIC SECTIONS: INSPECTION FOR SEISMIC RESISTANCE:SPECIAL INSPECTION IN ACCORDANCE WITH THE FOUNDATIONS AND FOOTINGS:FOUNDATIONS SHALL BEAR ON A MINIMUM OF 1 FT MEASURING.MIXING AND DELIVERY:CONFORM TO ACI 301 SECTION 4.3-EXECUTION. 1705.11(WIND SPECIAL INSPECTIONS) REQUIREMENTS OF IBC SECTION 1704,1705,AND STRUCTURAL TESTING IN ACCORDANCE COMPACTED GRANULAR STRUCTURAL FILL OVER COMPETENT,UNDISTURBED NATIVE SOILS 1. DO NOT ADD WATER TO CONCRETE DURING DELIVERY,AT PROJECT SITE,OR DURING WIND DESIGN-ASCE7-16 CHAPTER 26.27,&30(STRENGTH LEVEL UNLESS NOTED) 1705.12(SEISMIC SPECIAL INSPECTIONS) WITH THE REQUIREMENTS OF IBC SECTION 1705.12 SHALL BE REQUIRED FOR: AS PER THE GEOTECHNICAL REPORT.EXTERIOR PERIMETER FOOTINGS SHALL BEAR NOT PLACEMENT. 18 8 -WIND ANALYSIS PROCEDURE USED DIRECTIONAL PROCEDURE 1705.13(SEISMIC SPECIAL TESTING) 1. DESIGNATED SEISMIC FORCE RESISTING SYSTEMS DENOTED BY[SFRS]ON PLAN OR LESS THAN 24"BELOW FINISH GRADE,UNLESS OTHERWISE SPECIFIED BY THE P oz/ll/zs a -BASIC WIND SPEED 110 MPH(ULT) FOUNDATIONS,FOOTINGS,UNDER SLAB SYSTEMS AND FRAMING ARE SUBJECT TO DETAIL GEOTECHNICAL ENGINEER AND/OR THE BUILDING OFFICIAL. HANDLING.PLACING.CONSTRUCTING AND CURING:CONFORM TO ACI 301 SECTION 5.IN grF OF tpP� -EXPOSURE CATEGORY C INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC SECTION 110.3. 2. ALL SEISMIC FORCE RESISTING SYSTEMS(SFRS)SHOWN IN ELEVATION ADDITION,HOT WEATHER CONCRETING SHALL CONFORM TO ACI 305R-10 WITH 305.1-14 'f41 M RtSp�c� -TOPOGRAPHIC FACTOR(Ka) 1.0 CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING 3. EXISTING SEISMIC FORCE RESISTING SYSTEMS DENOTED ON PLAN OR DETAIL BY FOOTING DEPTH:FOOTINGS SHALL BE PLACED ACCORDING TO THE DEPTHS SHOWN ON THE UPDATES AND COLD WEATHER CONCRETING SHALL CONFORM TO ACI 306R-10.CONCRETE -INTERNAL PRESSURE COEFFICIENT(GCPI) +0.18 OFFICIAL. [ESFRS].ANY DEFICIENCIES OR DISCREPANCIES FROM THAT SHOWN ON THE DRAWINGS.TOPS OF FOOTINGS SHALL BE AS SHOWN ON PLANS WITH VERTICAL CHANGES CURING:PROVIDE CURING COMPOUNDS FOR CONCRETE AS FOLLOWS: GROUND ELEVATION FACTOR(Ke) 0.86 STRUCTURAL DRAWINGS SHALL BE REPORTED TO THE STRUCTURAL ENGINEER OF AS INDICATED WITH STEPS IN THE FOOTINGS;LOCATIONS OF STEPS SHOWN AS 1. USE MEMBRANE CURING COMPOUNDS THAT ARE COMPATIBLE WITH AND WILL NOT WIND DESIGN BASE SHEAR SPECIAL INSPECTORS:SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO RECORD. APPROXIMATE AND SHALL BE COORDINATED WITH THE CIVIL GRADING PLANS TO ENSURE AFFECT SURFACES TO BE COVERED WITH FINISH MATERIALS APPLIED DIRECTLY TO (N/S) 231 KIPS PROVIDE SPECIAL INSPECTIONS FOR THE PROJECT.SPECIAL INSPECTORS SHALL BE THAT THE EXTERIOR PERIMETER FOOTINGS BEAR NO LESS THAN 24"BELOW FINISH GRADE, CONCRETE. CONTRACTOR 5 ENGINEERING REQUIREMENTS QUALIFIED PERSONS WHO DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE OR AS OTHERWISE INDICATED BY THE GEOTECHNICAL ENGINEER OR BUILDING OFFICIAL. 2. APPLY CURING COMPOUNDS AT A RATE EQUIVALENT TO THE RATE OF APPLICATION AT (E/W) SEE KIPS Q Q (DEFERRED SUBMITTALS) -COMPONENTS AND CLADDING LOAD(C&C) SEE TABLE BELOW AUTHORITY HAVING JURISDICTION PER 1704.1. EXCAVATIONS FOR FOOTINGS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR WHICH CURING COMPOUND WAS ORIGINALLY TESTED FOR IN CONFORMANCE TO THE TO PLACING CONCRETE AND REINFORCING.THE GEOTECHNICAL ENGINEER SHALL SUBMIT A REQUIREMENTS OF ASTM C 309-11 AND THE MANUFACTURER'S RECOMMENDATIONS. STATEMENT OF SPECIAL INSPECTIONS:SPECIAL INSPECTIONS AND TESTING ARE REQUIRED GENERAL CONTRACTOR'S PRIOR REVIEW:ONCE THE CONTRACTOR HAS COMPLETED HIS LETTER OF COMPLIANCE TO THE OWNER.SHOULD SOIL AT THESE PRESCRIBED DEPTHS NOT 5EISMICDE51GN-ASCE 7-16 CHAP TER Sl AND 12(STRENGTH LEVEL UNLE55NOTED BY 1704 AND 1705 FOR THE FOLLOWING: REVIEW OF THE SPECIALTY STRUCTURAL ENGINEER'S(SSE)COMPONENT DRAWINGS,THE SER MEET THE APPROVAL OF THE GEOTECHNICAL ENGINEER,FOOTING ELEVATIONS OR DESIGNS CONSTRUCTION JOINTS:CONFORM TO ACI 301 SECTIONS.2.2.2.5,5.2.2.1 AND 5.3.2.6. -SEISMIC ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE(ELF) WILL REVIEW THE SUBMITTAL FOR GENERAL CONFORMANCE WITH THE DESIGN AND IMPACT WILL BE ALTERED BY CHANGE ORDER. CONSTRUCTION JOINTS SHALL BE LOCATED AND DETAILED AS ON THE CONSTRUCTION -MAPPED MCE: Ss=0.202 St=0.083 SOIL AND FOUNDATION CONSTRUCTION:PER IBC SECTION 1705.6: TO STRUCTURE OF THE BUILDING AND WILL STAMP THE SUBMITTAL ACCORDINGLY.REVIEW DRAWINGS.SUBMIT ALTERNATE LOCATIONS PER ACI 301 SECTION 5.1.2.3A FOR REVIEW SOIL SITE CLASSIFICATION C 1. PERIODIC INSPECTION OF SOILS EARTHWORK PER TABLE 1705.6 IS REQUIRED FOR: OF THE SSE SHOP DRAWINGS(COMPONENT DESIGN DRAWINGS)IS FOR COMPLIANCE WITH SLABS-ON-GRADE:ALL SLABS-ON-GRADE SHALL BEAR ON 4"COMPACTED STRUCTURAL FILL AND APPROVAL BY THE SER(2)WEEKS MINIMUM PRIOR TO FORMING.USE OF AN DESIGN ACCEL: SDs=0.1759 SDI=0.083g A. FOOTING SOIL BEARING SURFACES PRIOR TO PLACING ANY REINFORCING DESIGN CRITERIA AND COMPATIBILITY WITH THE DESIGN OF THE PRIMARY STRUCTURE AND PER THE GEOTECHNICAL REPORT.ALL MOISTURE SENSITIVE SLABS-ON-GRADE OR THOSE ACCEPTABLE ADHESIVE,SURFACE RETARDANT,PORTLAND CEMENT GROUT OR ROUGHENING SEISMIC DESIGN CATEGORY(SDC) B STEEL. DOES NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN.ALL NECESSARY SUBJECT TO RECEIVE MOISTURE SENSITIVE COATINGS/COVERING SHALL BE PROVIDED WITH THE SURFACE IS NOT REQUIRED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. y -SEISMIC IMPORTANCE FACTOR(Ie) 1.25 B. EXCAVATION DEPTH AND BEARING LAYER PRIOR TO PLACING ANY BRACING,TIES,ANCHORAGE,PROPRIETARY PRODUCTS SHALL BE FURNISHED AND INSTALLED AN APPROPRIATE CAPILLARY BREAK AND VAPOR BARRIER/RETARDANT OVER THE SUBGRADE REINFORCING STEEL. PER MANUFACTURER'S INSTRUCTIONS OR THE SSE'S DESIGN DRAWINGS AND CALCULATIONS. PREPARED AND INSTALLED AS NOTED IN THE GEOTECHNICAL REPORT,BARRIER EMBEDDED ITEMS:POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL,ANCHORS -BASIC STRUCTURAL SYSTEM BUILDING FRAME SYSTEMS C. COMPACTED FILL MATERIAL CLASSIFICATION AND TESTING. THESE ELEMENTS INCLUDE BUT ARE NOT MANUFACTURER'S WRITTEN RECOMMENDATIONS AND COORDINATED WITH THE FINISHES AND OTHER STRUCTURAL(REINFORCING BARS,ANCHOR BOLTS AND OTHER EMBEDDED -SEISMIC FORCE-RESISTING SYSTEM INTERMEDIATE REINFORCED BEARING D. SUBGRADE PREPARATION PRIOR TO FILLING. LIMITED TO: SPECIFIED BY THE ARCHITECT. ITEMS)AND NON-STRUCTURAL EMBEDDED ITEMS BEFORE PLACING CONCRETE. A MASONRY SHEAR WALL&STEEL SYSTEMS 2. CONTINUOUS INSPECTION PER TABLE 1705.6 REQUIRED TO VERIFY: 1. OPEN WEB STEEL JOISTS AND GIRDERS CONTRACTOR SHALL REFER TO MECHANICAL,ELECTRICAL,PLUMBING AND ARCHITECTURAL W NOT SPECIFICALLY DETAILED FOR A. FILLING OPERATIONS TO SATISFY REQUIREMENTS OF IBC TABLE 1705.6 AND 2. STEEL STAIRS,HANDRAILS AND GUARDRAILS PREPARATION:THE CONTRACTOR SHALL PROVIDE FOR PROPER DEWATERING OF DRAWINGS AND COORDINATE OTHER EMBEDDED ITEMS. SEISMIC RESISTANCE THE GEOTECHNICAL REPORT LISTED UNDER SOILS AND FOUNDATIONS 3. BUILDING EXTERIORS EXCAVATIONS FROM SURFACE WATER,GROUND WATER,SEEPING ETC -RESPONSE MODIFICATION FACTOR(R) 3.0 SECTION. 4. BUILDING INTERIORS GROUT:USE 5000 PSI NON-SHRINK GROUT UNDER COLUMN BASE PLATES. SYSTEM OVER STRENGTH FACTOR(4o) 3.0 B. COMPACTED FILL DENSITY TESTING OF EACH LIFT,PROPER LIFT THICKNESS S. ANCHORAGE AND SUPPORT FOR MECHANICAL AND ELECTRICAL EQUIPMENT SHORING:THE CONTRACTOR SHALL PROVIDE FOR THE INSTALLATION AND DESIGN OF ALL DEFLECTION AMPLIFICATION FACTOR(Cd) 3.0 AND MATERIAL CLASSIFICATION. CRIBBING,SHEATHING AND SHORING REQUIRED TO SAFELY AND ADEQUATELY RETAIN THE CONCRETE PLACEMENT TOLERANCE:CONFORM TO ACI 117 FOR CONCRETE PLACEMENT SEISMIC RESPONSE COEFFICIENT(Cs) 0.073 OPEN WEB STEEL JOISTS:OPEN WEB STEEL JOISTS AND GIRDERS AND THEIR CONNECTIONS EARTH BANKS,NEW WALLS AND SUPPORT ANY EXISTING STRUCTURES IN ACCORDANCE TOLERANCE.CONCRETE FORMS SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE THE -DESIGN BASE SHEAR(V) 457 KIPS CONCRETE CONSTRUCTION:PER IBC SECTION 1705.3 AND TABLE 1705.3 INCLUDING: SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF THE WITH ALL NATIONAL,STATE AND LOCAL SAFETY ORDINANCES. SPECIFIED CAMBERS INDICATED IN THE STRUCTURAL DRAWINGS.CONCRETE PLACEMENT 1. PERIODIC INSPECTION REQUIRED FOR: PROJECT.SHOP DRAWINGS FOR THE TRUSSES AND ALL COMPONENTS RELATED TO THE SHALL BE IN ACCORDANCE WITH ACI STANDARD 304R-00 AND PROJECT SPECIFICATIONS. -REDUNDANCY FACTOR(p) 1.0 A. SIZE AND PLACEMENT OF ALL REINFORCING STEEL PRIOR TO THE POUR. TRUSSES SHALL BE SEALED AND SUBMITTED ALONG WITH SEALED ENGINEERED EXISTING CONDITIONS:ALL ABANDONED UTILITIES,FOOTINGS,ETC,THAT INTERFERE B. PLACEMENT CLEARANCES AROUND REINFORCING STEEL AT EMBEDDED CALCULATIONS PREPARED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF THE WITH NEW CONSTRUCTION SHALL BE REMOVED.NOTIFY THE STRUCTURAL ENGINEER CONCRETE PREPARATION AND FINISH:CONCRETE SURFACES TO BE ROUGHENED TO 1/4" 5NOWLOAD-A5CE7-16CHAPTER7 CONDUIT. PROJECT.SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD TO BE SHOULD EXISTING FOUNDATIONS OR STRUCTURES BE ENCOUNTERED THAT ARE NOT AMPLITUDE WHERE MASONRY WALLS INTERSECT CONCRETE OR WHERE NEW CONCRETE -GROUND SNOW LOAD(p9)PER AH] 15 PSF C. SHAPE,LOCATION AND DIMENSIONS OF MEMBERS FORMED. REVIEWED FOR COMPATIBILITY WITH THE BASE STRUCTURE. SHOWN ON THE STRUCTURAL DRAWINGS. INTERFACES WITH EXISTING CONCRETE.THE PROJECTING CORNERS OF COLUMNS,BEAMS, ■ -SNOW EXPOSURE FACTOR(CE) 1.0 D. USE OF THE REQUIRED DESIGN CONCRETE MIX. AND WALLS,ETC,SHALL BE FORMED WITH A 3/4"CHAMFER,UNLESS OTHERWISE NOTED ON -THERMAL FACTOR(CL) 1.0(TYP)/1.2(CANOPY) E. MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. STEEL STAIRS.HANDRAILS.AND GUARDRAILS:ALL STAIRS,LANDINGS AND HANDRAILS SHALL BACKFILL:ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED.FOOTING BACKFILL AND ARCHITECTURAL DRAWINGS OR SPECIFICATIONS. SLOPE FACTOR(CE) 1.0 F. VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO REMOVAL OF BE DESIGN/BUILD AND MAINTAIN THE DESIGN INTENT ON THE ARCHITECTURAL DRAWINGS UTILITY TRENCH BACKFILL WITHIN THE BUILDING PERIMETER SHALL BE MECHANICALLY SNOW LOAD IMPORTANCE FACTOR(Is) 1.10 SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. AND STRUCTURAL DRAWINGS.ALL STAIRS AND LANDINGS SHALL BE FREE STANDING,UNLESS COMPACTED IN LAYERS,TO THE APPROVAL OF THE GEOTECHNICAL ENGINEER.FLOODING ELEVATED SLAB PLACEMENT:IF COLUMNS AND WALLS ARE PLACED WITH A FLOOR,(2) °�t a°"'°r bop0e° "" FLAT ROOF/BALANCED SNOW LOAD(Pf OR PS) 11.6 PSF(TYP)/13.9 PSF(CANOPY) 2. CONTINUOUS INSPECTION REQUIRED DURING THE: COORDINATED WITH THE ENGINEER OF RECORD.ALL REQUIRED SLAB EMBEDS FOR VERTICAL WILL NOT BE PERMITTED.SEE THE GEOTECHNICAL REPORT FOR REQUIREMENTS.BACKFILL HOURS MUST ELAPSE BETWEEN END OF COLUMN OR WALL PLACEMENT AND BEGINNING OF -MINIMUM ROOF SNOW LOAD(Pm) 25 PSF A. PLACING OF REINFORCED CONCRETE,INCLUDING CONCRETE ON METAL DECK AND LATERAL SUPPORTS ARE TO BE COORDINATED WITH THE ARCHITECT AND ANY OTHER BEHIND RETAINING OR PIT WALLS BELOW GRADE SHALL NOT OCCUR UNTIL THE WALLS THE FLOOR PLACEMENT.MECHANICAL PIPES OR ELECTRICAL CONDUIT SHALL NOT PASS FOR PROPER APPLICATION TECHNIQUES. DISCIPLINE THAT MAY BE AFFECTED.SHOP DRAWINGS FOR THE STAIRS AND ALL HAVE REACHED FULL DESIGN STRENGTH.PROPER BRACING TO PROTECT THE STRUCTURE THROUGH CONCRETE COLUMNS OR BEAMS UNLESS SPECIFICALLY DETAILED. SEE ROOF PLAN FOR DRIFT LOADING B. PLACING AND STRESSING OF POST-TENSIONING COMPONENTS RELATED TO THE STAIRS SHALL BE SEALED AND SUBMITTED ALONG WITH AGAINST LATERAL LOADS SHALL BE IN PLACE PRIOR TO BACKFILL UNTIL THE ATTACHING °'""'""m°'°°"®R"°°""" C. PLACING AND SIZE OF CAST-IN-PLACE BOLTS AND EMBEDDED FABRICATIONS SEALED ENGINEERED CALCULATIONS PREPARED BY A LICENSED PROFESSIONAL ENGINEER FLOORS ARE IN PLACE AND HAVE REACHED FULL DESIGN STRENGTH. SLABS:UNLESS OTHERWISE INDICATED IN THE MECHANICAL OR ELECTRICAL DRAWINGS OR DESIGN LIVE LOADS-ASCE 7-16CHAPTER 4 PRIOR TO THE POUR. LICENSED IN THE STATE OF THE PROJECT.THE CONTRACTOR SHALL PROVIDE SHOP PROJECT SPECIFICATIONS,MECHANICAL PIPES AND ELECTRICAL CONDUITS WHICH PASS AREA LIVE LOADS(PSF)LINO REMARKS AND NOTES D. PLACING OF MECHANICAL BAR SPLICES DRAWINGS,DETAILS,AND STRUCTURAL CALCULATIONS FOR THE ITEMS PER THE THROUGH SLAB ON GRADE,CONCRETE ON STEEL DECK,FRAMED CONCRETE FLOORS AND ARCHITECTURAL AND STRUCTURAL DRAWINGS AND DESIGN CRITERIA. CAST-IN-PLACE CONCRETE WALLS DO NOT REQUIRE SLEEVES.IF SLEEVES ARE REQUIRED,THE SLEEVES SHALL BE This document is the ASSEMBLY 100 E. PLACING OF CONCRETE AROUND CAST-IN-PLACE BOLTS AND EMBEDS. Q Q property of erstad STAIRS AND EXIT WAYS 100 300 LBS CONIC LOAD(11 F. SAMPLING OF FRESH CONCRETE. A. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED FOR INSTALLED PRIOR TO PLACING CONCRETE.DO NOT CUT ANY REINFORCING WHICH MAY ARCHITECTS and is FIRST FLOOR CORRIDORS 100 G. DETERMINATIONS OF SLUMP,AIR CONTENT AND TEMPERATURE. REVIEW TO THE ARCHITECT AND ENGINEER-OF-RECORD. REFERENCE STANDARDS:CONFORM TO: INTERFERE WITH SLEEVE PLACEMENT.CORING OPENINGS IN CONCRETE IS NOT PERMITTED. protected by U.S. and CORRIDORS ABOVE FIRST FLOOR 80 B. THE ARCHITECT,AND ENGINEER-OF-RECORD SHALL REVIEW ALL DEFERRED SUBMITTAL 1. ACI 301-10"SPECIFICATIONS FOR STRUCTURAL CONCRETE",WITH MODIFICATIONS AS NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE international lows. Use, CLASSROOMS 40 1000 LBS CONICLOAD[21 STRUCTURAL MASONRY CONSTRUCTION:PER IBC SECTION 1705.4 AND ACI 530: ITEMS,SIGN AND STAMP THEM AS APPROVED,AND FORWARD THEM TO THE BUILDING NOTED ON THE PROJECT DRAWINGS AND SPECIFICATIONS STRUCTURAL DRAWINGS. reproduction, or d LIGHT STORAGE 125 1. PERIODIC INSPECTION REQUIRED FOR: OFFICIAL WITH A NOTATION INDICATED THE DEFERRED SUBMITTAL DOCUMENTS HAVE 2. IBC 2018 CHAPTER 19"CONCRETE" doculment without first ROOF 20 (OR SNOW LOAD) A. SIZE,GRADE,PLACEMENT AND TYPE OF REINFORCING STEEL AND CONNECTORS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING 3. ACI 318-14 WITH MODIFICATIONS AS NOTED ON THE PROJECT DRAWINGS AND WITH THE EXCEPTION OF SLABS ON GRADE AND CONCRETE ON STEEL DECK,THE OUTSIDE obtaining written HANDRAIL/GUARDRAIL 50 PLF 200 LBS CONIC LOAD[31 B. PROPORTIONS OF SITE-PREPARED MORTAR AND NO EXPECTATIONS ARE TAKEN. SPECIFICATIONS DIAMETER OF MECHANICAL PIPES AND/OR EMBEDDED ELECTRICAL CONDUITS(OTHER THAN permission of erstad C. CONSTRUCTION OF MORTAR JOINTS C. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND 4. ACI 117-10:SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND THOSE PASSING THROUGH)SHALL NOT EXCEED 1/3 OF THE SLAB THICKNESS AND SHALL BE ARCHITECTS is prohibited. SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. This incu y u' may of be D. CLEANLINESS OF GROUT SPACE PRIOR TO GROUTING MATERIALS AND COMMENTARY RE-APPROVED 2018 CENTERED BETWEEN THE TOP AND BOTTOM REINFORCING,UNLESS SPECIFICALLY DETAILED used i any unauthorized (11 NOT APPLIED CONCURRENT WITH UNIFORM LOAD;APPLIED OVER 2 IN.x 2 IN.AREA E. PROTECTION OF MASONRY DURING COLD WEATHER(TEMP BELOW 40o F) OTHERWISE.CONCENTRATIONS OF MECHANICAL PIPES AND/OR ELECTRICAL CONDUITS manner. 02024 (21 NOT APPLIED CONCURRENT WITH UNIFORM LOAD;APPLIED OVER 2.5 FT x 2.5 FT AREA F. PROTECTION OF MASONRY DURING HOT WEATHER(TEMP ABOVE 90o F) BUILDING EXTERIORS:ALL ENGINEERING REQUIRED FOR,CURTAIN WALLS,CLADDING, FIELD REFERENCE:THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED.CONDUIT AND PIPE [31 NOT APPLIED CONCURRENT WITH UNIFORM LOAD;APPLIED AT ANY LOCATION/DIRECTION G. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE VENEER AND GLAZING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.THE DRAWINGS MANUAL,SP-15,"STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE(ACI 301-10) SHALL BE SPACED @ 3"OR 3 DIAMETERS ON CENTER,WHICHEVER IS LARGER. CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS. SHALL MAINTAIN THE DESIGN INTENT OF THE ARCHITECTURAL DRAWINGS AND SHALL BE WITH SELECTED ACI AND ASTM REFERENCES." DESIGN SUPERIMPOSED DEAD LOADS H. SIZE,TYPE AND PLACEMENT OF ALL ANCHORS BOLTS AND EMBEDDED REVIEWED BY THE ENGINEER OF RECORD FOR COMPATIBILITY WITH THE BASE STRUCTURE. FOR SLABS ON GRADE AND CONCRETE ON STEEL DECK NO PIPES OR CONDUITS SHALL BE AREA DEAD LOADS(PSF)LINO REMARKS AND NOTES FABRICATIONS WITH HEADED STUDS THE CONTRACTOR'S ENGINEER SHALL BE A LICENSED PROFESSIONAL CIVIL ENGINEER IN THE CONCRETE MIXTURES:CONFORM TO ACI 301 SECTION 4"CONCRETE MIXTURES"AND ACI PLACED WITHIN THE INDICATED CONCRETE SLAB THICKNESS AND SHALL BE LOCATED ROOF 23 I. OBSERVATION OF ANY REQUIRED GROUT SPECIMENS,MORTAR SPECIMENS STATE OF THE PROJECT. 318 SECTION 26.4. BELOW THE SLAB UNLESS SPECIFICALLY DETAILED OTHERWISE. FLOOR 81 INCLUDES ALLOWANCE FOR 1/2" AND/OR PRISMS. 0 PONDED CONCRETE 2. CONTINUOUS INSPECTION REQUIRED DURING/FOR THE: BUILDING INTERIORS:ALL ENGINEERING REQUIRED FOR THE INTERIOR CEILING SYSTEMS, MATERIALS:CONFORM TO ACI 301 SECTION 4.2.1"MATERIALS"FOR REQUIREMENTS FOR CLEAR COVERAGE TO REINFORCING:CLEAR COVERAGE OF CONCRETE REINFORCING SHALL M A. PLACING OF GROUT FOR PROPER APPLICATION TECHNIQUES AND CODE STUD WALLS,HANGING CHANDELIERS,SIGNAGE,ETC SHALL BE THE RESPONSIBILITY OF THE CEMENTITIOUS MATERIALS,AGGREGATES,MIXING WATER AND ADMIXTURES. BE PER ACI 318 SECTION 20.6.1.3.1 AS FOLLOWS: M SNOW DRIFT SCHEDULE COMPLIANCE CONTRACTOR.THE DRAWINGS SHALL MAINTAIN THE DESIGN INTENT OF THE 00 B. INSTALLATION OF POST-INSTALLED ADHESIVE ANCHOR BOLTS IN CMU ARCHITECTURAL DRAWINGS AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD FOR 1. CEMENT MARK DRIFT LENGTH DRIFT LOAD AT PEAK[1] COMPATIBILITY WITH THE BASE STRUCTURE.THE CONTRACTOR'S ENGINEER SHALL BE A A. PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE II. CLEAR COVERA GE OF REINFORCING A 4'-3" 8.4 PSF C. WELDING OF REINFORCING BARS. LICENSED PROFESSIONAL CIVIL ENGINEER IN THE STATE OF THE PROJECT. B. IF SULFATES ARE IN SOIL,PER GEOTECHNICAL REPORT,PROVIDE CEMENTITIOUS B 5'-9" 22.8 PSF STRUCTURAL STEEL FABRICATION:PER IBC SECTION 1705.2:SPECIAL INSPECTOR SHALL MATERIAL,MAXIMUM W/CM AND MINIMUM f°CONCRETE STRENGTH PER EXPOSURE LOCATION OF CONCRETE CONCRETE COVER y C 7'-6" 15 PSF REVIEW THE FABRICATION SHOP'S QUALITY CONTROL PROCEDURES FOR ANCHORAGE AND SUPPORT FOR MECHANICAL AND ELECTRICAL EQUIPMENT:ALL CATEGORY S"X"AND ACI 301 TABLE 4.2.2.7.a CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED 3" 2 D 16'-7"[21 66.1 PSF COMPLETENESS AND ADEQUACY RELATIVE TO AISC 360 CHAPTER M AND N,OF THE AISC ENGINEERING REQUIRED FOR THE ANCHORAGE AND SUPPORT FOR MECHANICAL AND C. DO NOT USE CONCRETE OR GROUT CONTAINING CHLORIDES. / (Q TO EARTH: CODE OF STANDARD PRACTICE,AWS D1.1-2015 STRUCTURAL WELDING CODE AND IBC ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.DRAWINGS �0 E 10'-3" 20.4 PSF CODE REQUIREMENTS FOR THE FABRICATOR'S SCOPE OF WORK. AND CALCULATIONS FOR THE EQUIPMENT ANCHORAGE AND SUPPORT SHALL BE SEALED AND SUBMITTALS:PROVIDE ALL SUBMITTALS REQUIRED BY ACI 301 SECTION 4.1.2.SUBMIT MIX F 13'-11"[2] 49.6 PSF CONCRETE EXPOSED TO EARTH AND WEATHER: 1 STRUCTURAL STEEL INSPECTION:PER IBC SECTION 1705.2 AND AISC 360 CHAPTER M SUBMITTED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECT.THE DESIGNS TO THE SER FOR EACH MIX IN THE TABLE BELOW.SUBSTANTIATING STRENGTH #6 THROUGH#18 BAR 2" G 8'-4" 33.2 PSF AND N AT THE SITE AND THE FABRICATION SHOP,SHALL BE DONE IN ACCORDANCE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS,DETAILS AND STRUCTURAL CALCULATIONS RESULTS FROM PAST TESTS SHALL NOT BE OLDER THAN 24 MONTHS PER ACI 318 SECTION #5 BAR AND SMALLER 1 1/2" WITH THE FOLLOWING REQUIREMENTS: FOR THE ITEMS PER THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND DESIGN 26.12.ALL MIX DESIGNS SHALL BE VERIFIED BY A QUALIFIED TESTING LABORATORY.WHERE •� y+ DRIFT LENGTH L o 1. PERIODIC INSPECTION REQUIRED: CRITERIA. REQUIRED BY THE AUTHORITY HAVING JURISDICTION,MIX DESIGNS SHALL BE WET ADDITIONAL O A. PRIOR TO THE START OF FABRICATION FOR: CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT ¢a A. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED FOR STAMPED BY A CIVIL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS WITH THE GROUND UNO: H REVIEW TO THE ARCHITECT AND ENGINEER-OF-RECORD. SNOW DRIFT ¢ a. VERIFICATION OF SHOP COMPLIANCE WITH AISC CHAPTER N,SECTIONS N2 LOCATED. SLABS,WALLS AND JOISTS: &N3 FOR COMPLETENESS AND ADEQUACY OF FABRICATION AND QUALITY B. THE ARCHITECT,AND ENGINEER-OF-RECORD SHALL REVIEW ALL DEFERRED SUBMITTAL W 0 0 WALL OR ROOF CONTROL PROCEDURES ITEMS,SIGN AND STAMP THEM AS APPROVED,AND FORWARD THEM TO THE BUILDING #14 AND#18 BAR 1 1/2" � = L OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS TABLE OF MIX DESIGN REQUIREMENTS #11 BAR AND SMALLER 3/4" PROJECTION b. VERIFICATION OF SHOP COMPLIANCE WITH AWS Dl.l STRUCTURAL I!! U Q� WELDING CODE HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE �V M B. VERIFICATION OF SHOP COMPLIANCE WITH AISC 360 CHAPTER M,N,AND CODE BUILDING AND NO EXCEPTIONS ARE TAKEN. BEAMS AND COLUMNS: \ 0 OF STANDARD PRACTICE C. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND = w PRIMARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS 1 1/2" V z C. DURING WELDING OF SINGLE-PASS FILLET WELDS NOT EXCEEDING 5/16"SIZE SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. x< ? U z p a AS NOTED IN AISC TABLES N5.4-1,2 AND 3 ¢w^ �_ o N 3 AS ON GRADE: SEE PLAN z D. DURING FIELD WELDING OF ALL METAL FLOOR AND METAL ROOF DECK PER MEMBER vI x O In '� SOIL AND FOUNDATIONS o0 0_ x w t AWS D1.3 AS NOTED IN AISC TABLE N6.1 TYPE/LOCATION ry f¢ Iu U f ¢U }i = E. DURING THE WELDING OPERATIONS-VERIFICATION OF WELDER REFERENCE STANDARDS:CONFORM TO IBC CHAPTER 18"SOILS AND FOUNDATIONS." L S II In FOOTINGS 3,000 3/4" C1 0.45 5% ROOF JOIST z o z QUALIFICATIONS ` 0 O F. DURING THE WELDING OPERATIONS-VERIFICATION OF VALID WELDING OR TRUSS ¢p GEOTECHNICAL REPORT:RECOMMENDATIONS CONTAINED IN GEOTECHNICAL ENGINEERING SLABS ON GRADE(INTERIOR) 3,000 3/4" - 0.40 - 2 PROCEDURE SPECIFICATIONS PER AWS CIA REPORT OF PROPOSED COMMERCIAL DEVELOPMENT"ELEVATE ACADEMY"IN TWIN FALLS, Y/ [11 DRIFT LOAD SHALL BE COMBINED WITH FLAT ROOF SNOW LOAD AND NEED NOT BE G. PRIOR TO PAINTING,SHIPPING TO SITE AND ERECTION-VERIFICATION OF ALL IDAHO WAS USED FOR DESIGN. SLABS ON GRADE(SHOP BUILDING) 3,000 3/4" 0.40 COMBINED WITH MINIMUM SNOW LOAD.DESIGN FOR WHICHEVER VALUE IS GREATER WELDED JOINTS PER AWS D1.1 TABLE 6.1 PROJECT T241598g BY ATLAS TECHNICAL CONSULTANTS,LLC DATED OCTOBER 14, C14 (MINUMUM SNOW LOAD OR DRIFT+FLAT ROOF SNOW LOAD) H. PRIOR TO THE START OF ERECTION-VERIFICATION OF FRAMING 2024 STEMWALLS 4,500 3/4" F1,C1 0.45 5% [21 TRUNCATE SNOW LOAD AT LENGTH OF ROOF WHERE OCCURS. REQUIREMENTS AND BOLTING PROCEDURES PER AISC I. DURING HIGH STRENGTH BOLTING PER AISC TABLES N5.6-1,2 AND 3 CONTRACTOR'S RESPONSIBILITIES:CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE SLAB ON METAL DECK 3,500 3/4" - 0.40 - COMPONENTSAND CLADDING WIND LOAD DIAGRAMS J. DURING WELDING OF WELDED HEADED SHEAR(WHS)STUDS USED IN THE GEOTECHNICAL REPORT AND SHALL FOLLOW THE RECOMMENDATIONS SPECIFIED THEREIN FLOOR SYSTEM PER AISC TABLES N6.1 INCLUDING,BUT NOT LIMITED TO,SUBGRADE PREPARATIONS,PILE INSTALLATION TABLE OF MIX DESIGN REOUIREMENTS NOTES: 18 FT K. DURING WELDING OF STAIRS,HAND-RAILING AND GUARDRAILS PROCEDURES,GROUND WATER MANAGEMENT AND STEEP SLOPE BEST MANAGEMENT L. DURING ERECTION OF OPEN WEB STEEL JOISTS AND GIRDERS PRACTICES." 1. W/C RATIO:WATER-CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL revision: ZONE 3 2. CONTINUOUS INSPECTION REQUIRED DURING: WEIGHT OF CEMENTITIOUS MATERIALS.MAXIMUM RATIOS ARE CONTROLLED BY A. WELDING OF COMPLETE OR PARTIAL JOINT PENETRATION(CJP OR PJP)GROOVE GEOTECHNICAL SUBGRADE INSPECTION:THE GEOTECHNICAL ENGINEER SHALL INSPECT ALL STRENGTH NOTED IN THE TABLE OF MIX DESIGN REQUIREMENTS AND DURABILITY no. desc. date WELDS PER AISC TABLES N5.4-1,2 AND 3 SUB-GRADES AND PREPARED SOIL BEARING SURFACES,PRIOR TO PLACEMENT OF REQUIREMENTS GIVEN IN ACI 318 SECTION 4.3. "�10.5 FT '"�10.5 FT B. WELDING OF MULTI-PASS FILLET WELDS AND FILLET WELDS EXCEEDING 5/16" Q �`* FOUNDATION REINFORCING STEEL AND CONCRETE.GEOTECHNICAL ENGINEERS SHALL 2. CEMENTITIOUS MATERIALS: ZONE 2 SIZE PER AISC TABLES N5.4-1,2 AND 3 PROVIDE A LETTER TO THE OWNER STATING THAT SOILS ARE ADEQUATE TO SUPPORT THE A. THE USE OF FLY ASH,OTHER POZZOLANS,SILICA FUME,OR SLAG SHALL CONFORM ZONE 1 "ALLOWABLE FOUNDATION BEARING PRESSURE(S)"SHOWN BELOW. TO ACI 318 SECTIONS 4.3.1 AND 4.4.2.MAXIMUM AMOUNT OF FLY ASH SHALL BE ZONE 4 ZONE 5 MISCELLANEOUS INSPECTIONS:PER IBC SECTION 1705: 20%OF TOTAL CEMENTITIOUS CONTENT UNLESS REVIEWED AND APPROVED 1. PILING,DRILLED PIERS AND CAISSONS OTHERWISE BY SER. 2. WELDING OF: DESIGN SOIL VALUES B. CEMENTITIOUS MATERIALS SHALL CONFORM TO THE RELEVANT ASTM STANDARDS A. WELDED GUARDRAIL LISTED IN ACI 318 SECTION 3.2.1. ROOF PLAN WALL ELEVATION B. COLD-FORMED STEEL -ALLOWABLE FOUNDATION BEARING PRESSURE 2,000 PSF(NET) 3. AIR CONTENT:CONFORM TO ACI 318 SECTION 4.4.1.MINIMUM STANDARDS FOR 3. SPRAY APPLIED FIREPROOFING AS INDICATED IN THE ARCHITECTURAL DRAWINGS -PASSIVE PRESSURE 312 PCF EXPOSURE CLASS ARE NOTED IN THE TABLE.IF FREEZING AND THAWING CLASS IS NOT -COEFFICIENT OF SLIDING FRICTION 0.35 NOTED,AIR CONTENT GIVEN IS THAT REQUIRED BY THE SER.CONCRETE SURFACES IN project: 231106 POST INSTALLED ANCHORS TO CONCRETE AND MASONRY:SHALL COMPLY WITH IBC CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR.TOLERANCE IS±1-1/2%.AIR date: 02.1 1.25 EFFECTIVE +PRESSURE -PRESSURE OVERHANGS SECTION 1705.INSPECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SET CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT. ZONE AREA(FTz) (PSF) (PSF) (PSF) FORTH IN THE APPROVED ICC EVALUATION REPORT AND AS INDICATED BY THE DESIGN 4. HARDROCK AGGREGATES SHALL CONFORM TO ASTM C33.LIGHT-WEIGHT AGGREGATES 10 16.0 -42.3 _ REQUIREMENTS SPECIFIED ON THE DRAWINGS.REFER TO THE POST INSTALLED SHALL CONFORM TO ASTM C330. 1 ANCHORS SECTION OF THESE NOTES FOR ANCHORS THAT ARE THE BASIS OF THE 5. SLUMP:CONFORM TO ACI 301 SECTION 4.2.2.2.SLUMP SHALL BE DETERMINED AT 100 16.0 -33.0 - DESIGN.SPECIAL INSPECTOR SHALL VERIFY ANCHORS ARE AS SPECIFIED IN THE POST POINT OF DELIVERY. 2 10 16.0 -55.7 -51.7 INSTALLED ANCHORS SECTION OF THESE NOTES OR AS OTHERWISE SPECIFIED ON THE 6. CHLORIDE CONTENT:CONFORM TO ACI 318 SECTION 4.3.1 AND TABLE R4.3.1. permit set 100 16.0 -43.8 -35.8 DRAWINGS.SUBSTITUTIONS REQUIRE APPROVAL BY THE SER AND REQUIRE 7. NON-CHLORIDE ACCELERATOR:NON-CHLORIDE ACCELERATING ADMIXTURE MAY BE 10 16.0 -76.0 -71.9 SUBSTANTIATING CALCULATIONS AND CURRENT IBC RECOGNIZED ICC-ES REPORT. USED IN CONCRETE PLACED AT AMBIENT TEMPERATURES BELOW 50°F AT THE 3 SPECIAL INSPECTOR SHALL DOCUMENT IN THEIR SPECIAL INSPECTION REPORT CONTRACTOR'S OPTION. 100 1 16.0 -52.2 1 -44.1 COMPLIANCE WITH EACH OF THE ELEMENTS REQUIRED WITHIN THE APPLICABLE ICC-ES 8. ACI 318,SECTION 4 EXPOSURE CLASSES SHALL BE ASSUMED TO BE FO,SO,PO,AND CO 10 24.3 -26.3 - REPORT. UNLESS DIFFERENT EXPOSURE CLASSES ARE LISTED IN THE TABLE OF MIX DESIGN 4 REQUIREMENTS THAT MODIFY THESE BASE REQUIREMENTS. 100 23 -32.4 2. - INSPECTION REPORTS:SPECIAL INSPECTION REPORTS SHALL BE PROVIDED AS SOON AS 10 24.. PRACTICAL AFTER COMPLETING INSPECTIONS. FINAL SPECIAL INSPECTION REPORTS WILL 9. DO NOT ADD WATER TO CONCRETE DURING DELIVERY,AT PROJECT SITE OR DURING 5 100 20.7 -25.2 - BE REQUIRED BY EACH SPECIAL INSPECTION FIRM PER IBC 1704.2.4.SUBMIT COPIES OF ALL PLACEMENT. genera INSPECTION REPORTS TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING notes • POSITIVE PRESSURES ACT TOWARDS THE INTERIOR OF STRUCTURE. NEGATIVE JURISDICTION FOR REVIEW. PRESSURES ACT AWAY FROM STRUCTURE(SUCTION ON WALLS,UPLIFT ON ROOF). CITY APPROVED PLANS • PRESSURES IN TABLE ABOVE ARE'NET'PER ASCE 7,MEANING SUM OF EXTERNAL AND PREFABRICATED CONSTRUCTION:ALL PREFABRICATED CONSTRUCTION SHALL CONFORM TO INTERNAL WIND PRESSURE COMPONENTS. IBC SECTION 1703. PUNS MUST BE ON JOB SITE O■O • WIND UPLIFT PRESSURES ON ROOFS SHALL BE COMBINED WITH PROPER DEAD LOAD FOR ALL INSPECTIONS ACCORDING TO APPROPRIATE STRENGTH OR SERVICE LOAD COMBINATIONS FROM IBC AND ASCE 7. Page 160 of 180 GENERAL NOTES REINFORCED CONCRETE MASONRY REINFORCING STEEL(FOR CONCRETEAND MASONRY) STRUCTURAL STEEL(CONY) OPEN WEB STEEL JOISTS AND JOIST GIRDERS(CONY) COLD-FORMED STEEL FRAMING REFERENCE STANDARDS:CONFORM TO: REINFORCING STEEL:ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN HIGH-STRENGTH BOLTING:HIGH STRENGTH BOLTS SHALL BE OF THE ASTM GRADE AND JOIST DESIGN: REFERENCE STANDARDS:CONFORM TO: 1. IBC CHAPTER 21"MASONRY." ACCORDANCE WITH THE'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'(ACI TYPE SPECIFIED IN THE DRAWINGS.UNLESS NOTED OTHERWISE,INSTALL BOLTS IN JOINTS 1. JOISTS SHALL BE DESIGNED FOR THE FOLLOWING LOADS(IN ADDITION TO SELF 1. AISI S100-16"NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED 1 2. TMS 402-16"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES."HEREIN 318-14)AND THE WANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE IN ACCORDANCE WITH THE RCSC SPECIFICATION AS JOINT TYPE ST,"SNUG TIGHT"-PER WEIGHT),UNLESS DESIGNATIONS ARE SHOWN ON FRAMING PLANS.JOIST SHALL ALSO STEEL STRUCTURAL MEMBERS." 18 8 REFERENCED AS TMS 402. CONSTRUCTION'BY CRSI AND WCRSI AS MODIFIED BY THE PROJECT DRAWINGS AND RCSC SPECIFICATION TABLE 4.1 AND SECTION 8.1.INSPECTION IS PER RCSC SECTION 9.1. BE DESIGNED FOR ANY OTHER UNIFORM OR CONCENTRATED LOADS SHOWN ON 2. AISI S200-12"NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING- UP Oz/11/25�O 3. TMS 602-16"SPECIFICATION FOR MASONRY STRUCTURES."HEREIN REFERENCED AS SPECIFICATIONS. BOLTS HAVE BEEN DESIGNED AS ASTM F3125 GRADE A325-N BOLTS-"THREADS INCLUDED FRAMING PLANS OR OTHER STRUCTURAL DRAWINGS,INCLUDING BUT NOT LIMITED TO GENERAL PROVISIONS" q OF tOP TMS 602. IN THE SHEAR PLANE". MEP,ARCHITECTURAL,EQUIPMENT,FIRE SPRINKLER,ETC. 3. AISI S212-07"NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING- yqy M. RIS��G 4. ACI SP-66"ACI DETAILING MANUAL"INCLUDING ACI 315"DETAILS AND DETAILING OF REINFORCING MATERIAL:DEFORMED REINFORCING BARS SHALL CONFORM TO THE 2. WIND AND SEISMIC LOADS ARE STRENGTH LEVEL UNLESS NOTED OTHERWISE. HEADER DESIGN" CONCRETE REINFORCEMENT." REQUIREMENTS OF ASTM A615 GRADE 60 AND ASTM A706 GRADE 60 FOR DEFORMED PROTECTIVE COATING REQUIREMENTS: 3. JOIST DEFLECTION SHALL MEET MINIMUM REQUIREMENTS FROM IBC CHAPTER 16.IF NO 4. AISI S211-07 S1-12"NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING- 5. ANSI/AWS DIA-2017"STRUCTURAL WELDING CODE-REINFORCING STEEL INCLUDING WELDABLE BARS. 1. SHOP PAINTING:CONFORM TO AISC 360 SECTION M3 AND AISC 303 SECTION 6.5 CRITERIA IS PROVIDED,JOISTS SHALL BE DESIGNED FOR A MAXIMUM LIVE LOAD WALL STUD DESIGN" METAL INSERTS AND CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION." UNLESS A MULTI-COAT SYSTEM IS REQUIRED PER THE PROJECT SPECIFICATIONS. DEFLECTION EQUAL TO SPAN/360. 5. AISI S213-07 S1-09"NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING- WELDING:WELDING OF REINFORCING IS PERMITTED ONLY WHERE SHOWN ON THE 2. INTERIOR STEEL: 4. JOIST MANUFACTURER SHALL CHECK JOIST BRIDGING AND MODIFY AS REQUIRED TO LATERAL DESIGN." QUALITY ASSURANCE:CONFORM TO IBC CHAPTER 17 AND TMS 602. DRAWINGS OR WHEN APPROVED BY THE STRUCTURAL ENGINEER.WELDING OF A. UNLESS NOTED OTHERWISE,DO NOT PAINT STEEL SURFACES TO BE: ADEQUATELY BRACE THE BOTTOM CHORDS AGAINST LATERAL MOVEMENT DUE TO NET 6. AWS D1.3-2018"STRUCTURAL WELDING CODE-SHEET STEEL." COMPRESSIVE STRENGTH SHALL BE CONFIRMED BY THE UNIT STRENGTH METHOD REINFORCING BARS SHALL BE WITH LOW HYDROGEN ELECTRODES IN ACCORDANCE WITH a. CONCEALED BY THE INTERIOR BUILDING FINISHES, UPLIFT PRESSURE. ACCORDING TO THE FOLLOWING ITEMS 1-3 AND THE MINIMUM STRENGTHS TABLE FURTHER THE'RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL,ETC',AMERICAN b. FIREPROOFED, MATERIALS:STRUCTURAL SECTIONS:54,68 AND 97-MIL;ASTM A653 GRADE D OR ASTM BELOW. AS AN ALTERNATIVE TO UNIT STRENGTH METHOD,COMPRESSIVE STRENGTH MAY WELDING SOCIETY,AWS D1.4 AND ACI 318 SECTION 26.6.4 ALL REINFORCING TO BE c. EMBEDDED IN CONCRETE, JOIST DESIGNLOADS SCHEDULE t1>t1>t11) A1011 GRADE 50,MIN FY=50 KSI 33 AND 43-MIL;ASTM A653 GRADE A,OR ASTM A1011 BE DETERMINED BY THE PRISM TEST METHOD ACCORDING TO ITEM 4. WELDED SHALL CONFORM TO ASTM A706 GRADE 60 UNO d. SPECIALLY PREPARED AS A"FAYING SURFACE"FOR TYPE-SC"SLIP-CRITICAL" LOADING(4) SEISMIC WIND(5)t6x18) GRADE 33,MIN FY=33 KSI 1. MASONRY UNITS:A LETTER OF CERTIFICATION FROM THE MANUFACTURER OF THE BOLTED CONNECTIONS,UNLESS THE COATING CONFORMS TO REQUIREMENTS UNITS SHALL BE PROVIDED TO THE SER AT THE TIME OF,OR PRIOR TO,THE DELIVERY REINFORCING BAR BENDS:ALL REINFORCING BAR BENDS SHALL BE MADE COLD. OF THE RCSC BOLT SPECIFICATION AND IS APPROVED BY THE ENGINEER. DL LR S/RM ADD-LOAD(8) AXIAL DOWN NET NET NET SHEET METAL SCREWS GRABBER SELF-DRILLING,#10 SCREWS(ASTM C1513)UNLESS NOTED OF THE UNITS TO THE JOBSITE TO ENSURE THE UNITS HAVE BEEN TESTED ACCORDING e. WELDED;IF AREA REQUIRES PAINTING,DO NOT PAINT UNTIL AFTER WELD TL/LL TEN/COMPR UPLIFT UPLIFT UPLIFT OTHERWISE ON DRAWINGS OR SER APPROVED ALTERNATE TO ASTM C140 AND COMPLY WITH THE COMPRESSIVE STRENGTH SPECIFIED AND ASTM DOWELS:REINFORCING DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE INSPECTIONS AND NON-DESTRUCTIVE TESTING REQUIREMENT,IF ANY,ARE ZONE 1 ZONE 2 ZONE 3 C90. THE SAME NUMBER,SIZE,SPACING AND GRADE AS THE SPECIFIED VERTICAL REINFORCING, SATISFIED. FASTENERS TO STEEL HILTI X-U POWDER ACTUATED FASTENERS 2. MORTAR:NO MORTAR TESTING IS REQUIRED.MORTAR SHALL COMPLY WITH ASTM LINO B. INTERIOR STEEL,EXPOSED TO VIEW,SHALL BE PAINTED WITH ONE COAT OF SHOP UNIFORM l C270. PRIMER UNLESS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS.FIELD SURFACE 20 PSF 20 PSF 25 PSF 300/300 LBS 1.4 KIP 16 PSF-13 PSF-24 PSF-32 PSF FASTENERS TO CONCRETE HILTI X-U POWDER ACTUATED FASTENERS PER THE i 3. GROUT:A LETTER OF CERTIFICATION FROM THE SUPPLIER OF THE GROUT SHALL BE INSPECTION:ALL REINFORCING BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE TOUCH-UPS TO MATCH THE FINISH COAT OR AS OTHERWISE INDICATED IN THE LOADS(2) "SHOT PINS"SECTION BELOW PROVIDED TO THE SER AT THE TIME OF,OR PRIOR TO,DELIVERY OF THE GROUT TO MADE WHEN THE FINAL IN-PLACE INSPECTION OCCURS. PROJECT SPECIFICATIONS 1. JOIST SHALL BE DESIGNED FOR THE ABOVE LOADS(IN ADDITION TO SELF WEIGHT)AND ANY THE JOBSITE TO ENSURE THAT THE GROUT COMPLIES WITH ASTM C476. 3. EXTERIOR STEEL:EXPOSED EXTERIOR STEEL SHALL BE PROTECTED BY EITHER: WELD MATERIAL E60XX ELECTRODES CONFORMING TO AWS D1.3 4. MASONRY PRISMS:MASONRY PRISM TESTING TO CONFORM TO THE REQUIREMENTS OF WIRE FABRIC:WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064.MINIMUM LAP OF A. PAINT WITH AN EXTERIOR MULTI-COAT SYSTEM AS PER THE PROJECT STRUCTURAL DRAWINGS PER LOAD CASE COMBINATIONS FROM MEP OR EQUIPMENT LOADS ADSASC SHOW7-16 N ON THE S COMBINING LOADS USING STRENGTH DESIGN TMS 602 SECTION 1.4 B.3.DURING CONSTRUCTION,BUILD AND TEST SETS OF(3) WELDED WIRE FABRIC SHALL BE 6"OR ONE FULL MESH AND ONE HALF,WHICHEVER IS SPECIFICATIONS. . STUDS AND TRACK SPECIFIED AS GALVANIZED SHALL BE GALVANIZED IN ACCORDANCE WITH PRISMS IN ACCORDANCE WITH ASTM C1314.BUILD PRISMS UNDER OBSERVATION OF GREATER. B. FIELD TOUCH-UP PAINTING SHALL AS PER THE PROJECT SPECIFICATIONS. 2. LINE LOADS IN TABLE ARE BASED ON MAX JOIST SPACING.JOIST DESIGNER OPTION TO USE ASTM A653,G60,UNLESS IN CONTACT WITH PRESSURE TREATED WOOD.IF IN CONTACT THE SPECIAL INSPECTOR OR AN APPROVED AGENCY AND TEST BY AN APPROVED C. GALVANIZED PER ASTM A123 TO PROTECT AGAINST CORROSION. UNIFORM SURFACE LOADS MULTIPLIED BY ACTUAL JOIST SPACING IN LIEU OF LINE LOADSIN TABLE. WITH PRESSURE TREATED WOOD,USE G90 OR GREATER COATINGS.FASTENINGS NOT AGENCY.TEST SET OF PRISMS FOR EACH 500E SF OF WALL AREA.PRISM TESTS PRIOR POST-INSTALLED ANCHORS fIN70 CONCRETEAND MASONRY) METAL ROOFAND FLOOR DECK 3. REFER TO THE FRAMING PLANS FOR ANY ADDITIONAL CONCENTRATED OR UNIFORM LOAD SHOWN ON THE DRAWINGS SHALL BE AS RECOMMENDED BY THE MANUFACTURER. TO CONSTRUCTION ARE NOT REQUIRED. DESIGN REQUIREMENTS.(MECHANICAL UNITS,PARTITIONS,SNOW,SNOWDRIFT,AND DESIGN STANDARDS:POST-INSTALLED ANCHORS INTO CONCRETE FOR THIS PROJECT ARE REFERENCE STANDARDS:CONFORM TO: WIND/SEISMIC,ETC.) SIZE AND PROFILE:COLD-ACTUR R'S AS STEEL FRAMING MEMBERS SHALL BE AS SPECIFIED IN THE STRENGTH:THE MINIMUM COMPRESSIVE STRENGTH OF THE MASONRY ASSEMBLAGE,f'A,,IS STEEL STUD MANUFACTURER'S ASSOCIATION ICC EVALUATION REPORT ESR-3064P AND OF DESIGNED IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE,ACI 318-14 CHAPTER 17 1. ICC REPORT ESR-1735P ISSUED FEBRUARY 1,2014(RENEWED MARCH 1,2015) 4. PROVIDE BOTH TOTAL AND LIVE LOAD FOR JOIST DESIGN IN SUBMITTAL. 2,00E PSI(UNLESS OTHERWISE NOTED). THE MINIMUM REQUIRED DAY COMPRESSIVE 2. ASCE 8-14 5. WIND UPLIFT VALUES SHOWN ARE NET COMPUTED FROM ASCE7-16 SECTION 2.3 LOAD CASE THE SIZE AND PROFILE AS SHOWN ON THE DRAWINGS.ALTERNATE MEMBERS ENT STRENGTHS FOR GROUT,MORTAR AND BLOCK SHALL BE THE FOLLOWING: ING: POST-INSTALLED ANCHORS:ALL ANCHORS AND THREADED RODS INSTALLED IN EXTERIOR 3, AMERICAN IRON AND STEEL INSTITUTE(AISI)S100-NORTH AMERICAN SPECIFICATION COMBINATION 0.9*D+1.0*W IN SHAPE,SIZE,AND STRENGTH BY MANUFACTURERS NOT MEMBERS OF THE STEELTEEL STUD MANUFACTURER'S ASSOCIATION SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE OR DAMP ENVIRONMENTS SHALL BE GALVANIZED OR STAINLESS STEEL TO PROTECT FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS 2016. 6. JOIST MANUFACTURER SHALL CHECK JOIST BRIDGING AND MODIFY AS REQUIRED TO ■ MASONRY28 DAYCOMPRESSIVESJ71ENG77fS ARCHITECT/ENGINEER. (FOR GROUT,MORTAR AND BLOCK) AGAINST CORROSION.INSTALL ONLY WHERE SPECIFICALLY SHOWN IN THE DETAILS OR 4. AWS D1.3-2008"STRUCTURAL WELDING CODE-SHEET STEEL." ADEQUATELY BRACE THE BOTTOM CHORDS AGAINST LATERAL MOVEMENT DUE TO NET ALLOWED BY SER.ALL POST-INSTALLED ANCHORS TYPES AND LOCATIONS SHALL BE UPLIFT PRESSURES. JOISTS:SPANS ARE ASSUMED TO BE CONTINUOUSLY SHEATHED AT THE TOP FLANGE.ALL APPROVED BY THE SER AND SHALL HAVE A CURRENT ICC-EVALUATION SERVICE REPORT SUBMITTALS:SUBMIT SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR REVIEW.SHOP 7. THE MAX OF ROOF SNOW OR RAIN LOAD. fm 2,00E PSI JOISTS MUST BE BRACED LATERALLY AT EACH END BY RIM TRACK OR BLOCKING.JOIST e lu ID dwE.an,"*IN"°.° "" THAT PROVIDES RELEVANT DESIGN VALUES NECESSARY TO VALIDATE THE AVAILABLE DRAWINGS SHALL INCLUDE MATERIAL TYPE,DESIGN LOADS,DIAPHRAGM CAPACITIES,SPAN 8. A MOVING CONCENTRATED LOAD APPLIED AT ANY PANEL POINT ON BOTH THE TOP CHORD BRIDGING SHALL BE A MAXIMUM 8'-0"OC WEB PUNCH-OUTS SHALL BE LOCATED A MINIMUM GROUT 2,000 PSI STRENGTH EXCEEDS THE REQUIRED STRENGTH.SUBMIT CURRENT MANUFACTURER'S DATA LAYOUT BY SSE,DECK ATTACHMENTS,METAL DECK EDGE FORM DESIGN AND AND BOTTOM CHORD. OF 10"AWAY FROM BEARING POINTS.IF A PUNCH-OUT FALLS WITHIN 10"OF A BEARING "'°"`°°•""°»"""'""`"" AND ICC-ES REPORT TO SER FOR APPROVAL REGARDLESS OF WHETHER OR NOT IT IS A PRE- CALCULATIONS,AND SHORING REQUIREMENTS.ALL OPENINGS SHALL BE INDICATED.ANY 9. JOIST BEARING CONNECTION SHALL BE DESIGNED TO RESIST THE SAME AXIAL LOADS POINT,REINFORCEMENT IS REQUIRED. MORTAR 1,800 PSI APPROVED ANCHOR.ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE TO ICC-ES ALTERNATE DECK TYPES AND GAGES SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER ACTING PARALLEL TO THE JOIST. REPORT AND MANUFACTURER'S INSTRUCTIONS.NO REINFORCING BARS SHALL BE DAMAGED FOR REVIEW PRIOR TO FABRICATION AND SHALL INCLUDE A VALID ICC EVALUATION 10. SEE COMPONENTS AND CLADDING WIND LOAD DIAGRAMS FOR WIND ROOF ZONES. °'""'""m°'°°"®R"°°ON" (SEE NOTE 2) TYPES CONNECTORS AND FASTENERS:CONNECTORS SHALL BE INSTALLED PER THE DURING INSTALLATION OF POST-INSTALLED ANCHORS.SPECIAL INSPECTION SHALL BE PER REPORT,CALCULATIONS AND SHOP DRAWINGS(COMPONENT DESIGN DRAWINGS)STAMPED 11. DEFLECTION LIMITS THE TESTS AND INSPECTIONS SECTION.ANCHOR TYPE,DIAMETER AND EMBEDMENT SHALL BY THE SSE. L=L/240 MANUFACTURER'S INSTRUCTIONS.ALL SCREWS SHALL BE SNUG WITH THE STEEL SURFACE BLOCK 2,00E PSI AND SHALL PENETRATE INTO STEEL STUDS BY A MINIMUM OF(3)EXPOSED THREADS. BE AS INDICATED ON DRAWINGS. S or W= 180 (SEE NOTE 3) MATERIAL: ALL ROOF DECK SHALL BE GALVANIZED AND SHALL CONFORM TO ONE OF THE TL= 180 CONNECTIONS SHALL NOT BE STRIPPED.SCREWS SHALL BE INSTALLED A MINIMUM OF 3/8" This document is the NOTES: L/ FROM STEEL EDGES AND WITH NO LESS THAN 3/4"OC SPACING. property of erstad 1. ADHESIVE ANCHORS:THE FOLLOWING ADHESIVE-TYPE ANCHORING SYSTEMS HAVE FOLLOWING MATERIAL SPECIFICATIONS: ARCHITECTS and is 1. THE STRENGTHS IN THIS TABLE ARE MINIMUM REQUIREMENTS.IF GREATER BEEN USED IN THE DESIGN AND SHALL BE USED FOR ANCHORAGE TO CONCRETE AND 1. GALVANIZED DECK-ASTM A653 GRADE 33,G60 protected by U.S. and 2. GALVANIZED CORRUGATED DECK-ASTM A653 GRADE 80 STRENGTHS ARE REQUIRED TO MEET THE fm FOR THE COMBINED ASSEMBLY,THE MASONRY,AS APPLICABLE AND IN ACCORDANCE WITH CORRESPONDING CURRENT ICC- WHEN FASTENING TO STEEL,POWDER ACTUATED FASTENERS SHALL BE INSTALLED A International lows. Use,GREATER STRENGTHS SHALL BE USED TO ACHIEVE THE fm REQUIRED. ES REPORT.DRILLED-IN ANCHOR EMBEDMENT LENGTHS SHALL BE AS SHOWN ON 3. PAINTED DECK-ASTM A1008 STEEL STAIRS MINIMUM OF 1/2"FROM STEEL EDGES AND WITH NO LESS THAN 1"OC SPACING.WHEN reproduction, or FASTENING TO CONCRETE,POWDER ACTUATED FASTENERS SHALL BE INSTALLED A modification of this 2. ALL MASONRY BELOW GRADE SHALL USE TYPE M MORTAR REGARDLESS OF fm DRAWINGS,OR NOT LESS THAN 7 TIMES THE ANCHOR NOMINAL DIAMETER(7D). document without first 3. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS ON THE NET AREA. TYPE:DECK SHALL BE'VERCO"TYPE AS SHOWN ON THE STRUCTURAL DRAWINGS BASED ON MINIMUM OF 3"FROM CONCRETE EDGES AND WITH NO LESS THAN 4"OC SPACING. A. HILTI"HIT HY-200"-ICC ESR-3187 FOR ANCHORAGE TO CONCRETE ONLY REFERENCE STANDARDS:CONFORM TO: obtaining written B. HILTI"HIT HY-270"-ICC ESR-4143 FOR ANCHORAGE TO MASONRY,ICC ESR-4144 3-SPAN,UNSHORED CONDITION.SHORING FOR CONCRETE FILLED DECK IS REQUIRED FOR 1. IBC CHAPTER 10"MEANS OF EGRESS",IBC TABLES 1607.1(30) permission of erstad SPECIAL INSPECTION:SPECIAL INSPECTIONS SHALL BE PERFORMED PER THE"TESTS AND BUNDLED STUDS AND JOISTS:STUD OR JOIST GROUPS OF(2)OR MORE MEMBERS SHALL BE ARCHITECTS is prohibited. INSPECTIONS"SECTION OF THE STRUCTURAL GENERAL NOTES. FOR ANCHORAGE TO UNREINFORCED MASONRY CONDITIONS OTHER THAN(3)SPAN.TO ELIMINATE SHORING,THE CONTRACTOR MAY 2. NAAMM"METALS STAIRS MANUAL" SHOP WELDED TOGETHER WITH DOUBLE FLARE BEVEL WELDS BY 1" LONG @ 12"OC,BOTH This document may not be CHOOSE TO USE A HEAVIER GAGE DECK WITH APPROVAL BY THE SER. 3. AISC 360-16"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" used in any unauthorized ANCHORS.TIES AND CONNECTORS:MASONRY ANCHORS,TIES AND CONNECTORS SHALL BE 1. EXPANSION ANCHORS: 4. AISI 100-16"SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL SIDES.STUD OR JOIST GROUPS OF(2)DO NOT REQUIRE WELDING IF THEIR WEBS ARE manner. 02024 A. HILTI"KB-TZ"-ICC ESR-1917 FOR ANCHORAGE TO CONCRETE ONLY INSTALLATION:INSTALL DECK IN ACCORDANCE WITH SUPPLIER'S INSTRUCTIONS AND SHOP MEMBERS" BACK-TO-BACK AND SCREWED TOGETHER WITH(2)#10 @ 12"OC BUNDLED JOISTS THAT " AS SPECIFIED ON STRUCTURAL DRAWINGS.CONSULT ARCHITECTURAL DRAWINGS FOR 5. AWS DIA-2015"STRUCTURAL WELDING CODE-STEEL" ARE FRAMED IN A BOX BEAM HEADER STYLE WITH A TOP AND BOTTOM TRACK DO NOT MASONRY ANCHOR TIES NOT INCLUDED ON THE STRUCTURAL DRAWINGS. B. HILTI KWIK BOLT 3"-ICC ESR-1385*FOR ANCHORAGE TO MASONRY ONLY DRAWINGS.ATTACHMENTS SHALL RESIST THE UPLIFT FORCES AND THE DIAPHRAGM SHEAR REQUIRE WELDING.BOX BEAM FRAMING SHALL HAVE#10 SCREWS @ 24"ON CENTER ALONG FORCES SHOWN ON THE DRAWINGS.WELDING SHALL CONFORM TO AWS D1.3.WELDERS 6. AWS D1.3-2008"STRUCTURAL WELDING CODE-SHEET STEEL." EMBEDDED ITEMS:EMBEDDED ITEMS AND ACCESSORIES SHALL BE IN ACCORDANCE WITH STRUCTURAL STEEL SHALL HAVE CURRENT AWS LIGHT GAGE CERTIFICATION.MINIMUM END LAP SHALL BE 2" EACH OF THE FOUR TRACK FLANGES.BOX BEAM JOIST AND TRACK MEMBERS SHALL BE TMS 402 SECTION 3.2.2 AND INSTALLED IN ACCORDANCE WITH TMS 602 SECTION 3.3 D. CENTERED OVER SUPPORTS.MINIMUM BEARING OF STEEL DECK ON SUPPORTS SHALL BE 2". SUBMITTALS:STEEL STAIRS ARE TO BE PREPARED BY A SSE.REFERENCE DEFINITIONS AND CONTINUOUS.BOX BEAMS OR HEADERS SHALL BE FRAMED WITH UNPUNCHED JOISTS. POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL,ANCHORS AND OTHER DESIGN STANDARDS:STRUCTURAL STEEL FOR THIS PROJECT IS DESIGNED IN ACCORDANCE ALL 3"DEEP STEEL DECK SHALL HAVE MINIMUM BEARING OF 3".SHEETS SHALL BE DEFERRED SUBMITTALS ABOVE.SUBMIT STRUCTURAL CALCULATIONS AND SHOP DRAWINGS ,^ r STRUCTURAL AND NON-STRUCTURAL EMBEDDED ITEMS BEFORE PLACING GROUT. WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)SPECIFICATIONS FOR ATTACHED TO ALL SUPPORTING STEEL MEMBERS BY WELDING AS INDICATED ON DRAWINGS (COMPONENT DESIGN DRAWINGS)STAMPED BY A PROFESSIONAL CIVIL ENGINEER MEMBER CONDITION:ALL STRUCTURAL COLD-FORMED FRAMING MEMBERS MUST BE IN V/ 0 CONTRACTOR SHALL REFER TO STRUCTURAL,ARCHITECTURAL,MECHANICAL,ELECTRICAL, STRUCTURAL STEEL BUILDINGS.STRUCTURAL STEEL FOR THIS PROJECT IS DESIGNED PER AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.UPON COMPLETION OF REGISTERED IN THE STATE OF THE PROJECT. GOOD CONDITION.DAMAGED MEMBERS,MEMBERS WITH CRACKING IN THE STEEL AT THE M BEND RADIUS LOCATIONS,AND MEMBERS WITH SIGNIFICANT RED RUSTING OR SCALING OF PLUMBING,ETC AND COORDINATE ALL EMBEDDED ITEMS. AISC STEEL CONSTRUCTION MANUAL,FOURTEENTH EDITION. ERECTION,ALL WELDS ON STEEL DECK AREAS EXPOSED TO WEATHER SHALL BE DE- MATERIALS:MATERIALS SHALL MATCH THE MATERIALS SPECIFIED IN THE STRUCTURAL THE PROTECTIVE COATING ARE UNACCEPTABLE AND MUST BE REPLACED,UNLESS APPROVED SLAGGED,CLEANED AND TOUCHED-UP WITH A ZINC RICH PRIMER. ER.MEMBERS NOT MEETING TOLERANCES LISTED BELOW SHALL BE REPLACED 00 POST INSTALLED ANCHORS:ANCHOR LOCATION,TYPE,DIAMETER AND EMBEDMENT SHALL REFERENCE STANDARDS: STEEL SECTION. PRIOR BY THE SS LOADING. BE AS INDICATED ON DRAWINGS.REFERENCE THE POST INSTALLED ANCHORS SECTION FOR 1. IBC,CHAPTER 22 STEEL,HEREAFTER REFERENCED AS IBC. OPENINGS:DECK OPENINGS LESS THAN 6"DO NOT REQUIRE REINFORCEMENT.FOR LARGER •- APPLICABLE POST-INSTALLED ANCHOR ADHESIVES.ANCHORS SHALL BE INSTALLED AND 2. ANSI/AISC 303-16-CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, OPENINGS,REFER TO TYPICAL DETAILS.SEE ARCHITECTURAL,MECHANICAL,ELECTRICAL, STRUCTURAL REQUIREMENTS: ERECTION AND TOLERANCES:AXIAL LOAD BEARING COLD-FORMED STEEL FRAMING SHALL INSPECTED IN STRICT ACCORDANCE WITH THE APPLICABLE ICC-ES REPORT.SPECIAL HEREAFTER REFERENCED AS AISC 303. ETC,FOR SIZES AND LOCATIONS OF DECK OPENINGS AND FOR DECK OPENINGS SMALLER 1. SCOPE:INCLUDE TREADS,RISERS,STRINGERS,LANDINGS,RAILINGS AND ALL INSPECTION SHALL BE PER THE TESTS AND INSPECTIONS SECTION. 3. ANSI/AISC 360-16-SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS,HEREAFTER THAN 12"NOT SHOWN ON THE STRUCTURAL DRAWINGS.OPENINGS LARGER THAN 12" CONNECTIONS INCLUDING CONNECTIONS TO THE PRIMARY STRUCTURE UNLESS NOTED BE ERECTED TRUE AND PLUMB PER THE REQUIREMENTS AND WITHIN THE SPECIFIED REFERENCED AS AISC 360. SHALL NOT BE PLACED IN DECK UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL OTHERWISE.ALL INSERTS REQUIRED FOR ATTACHMENT TO THE PRIMARY STRUCTURE TOLERANCES LISTED BELOW.FOR PURPOSES OF THIS SECTION,CAMBER IS DEFINED AS THE MASONRY REINFORCING STEEL:MASONRY REINFORCING SHALL BE AS NOTED ON PLANS 4. RCSC 2014-SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS, DRAWINGS. SHALL BE DESIGNED AND PROVIDED BY THE STAIR SUPPLIER. DEVIATION FROM STRAIGHTNESS OF A MEMBER OR ANY PORTION OF A MEMBER WITH LOADS:STAIR TREADS SHALL BE DESIGNED FOR 100 PSF LIVE LOAD OR A 300 LB RESPECT TO ITS MAJOR AXIS,AND SWEEP IS DEFINED AS THE DEVIATION FROM 2. AND IN SCHEDULES AND SHALL BE SECURELY PLACED IN ACCORDANCE WITH IBC SECTION PREPARED BY"RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS,HEREAFTER 2103.4 AND TMS 402 SECTION 6.1. REFERENCED AS RCSC. ACCESSORIES:DECK MANUFACTURER SHALL FURNISH SHORING PLANS,CLOSURE PLATES, CONCENTRATED LOAD PLACED TO PRODUCE MAXIMUM STRESS,WHICHEVER CONTROLS. STRAIGHTNESS OF A MEMBER OR ANY PORTION OF A MEMBER WITH RESPECT TO ITS MINOR � RIDGE AND VALLEY PLATES,CANT STRIPS,SUMP PANS,FLASHING AND ALL OTHER LIGHT CONTINUOUS BOND BEAMS WITH HORIZONTAL BAR OR BARS SHALL STRINGERS AND LANDINGS SHALL BE DESIGNED FOR 100 PSF LIVE LOAD.LIVE LOAD AXIS. A PROVIDED PER 5. AWS Dl.1-2015-STRUCTURAL WELDING CODE-STEEL,HEREAFTER REFERENCED AS AWS DEFLECTION SHALL NOT EXCEED 1/360 OF THE SPAN.THE STAIR ASSEMBLY AND •� MASONRY WALL SCHEDULE AND AT ALL FLOOR AND ROOF LINES AND AT THE TOP OF THE DIA. GAGE STEEL MATERIAL REQUIRED TO COMPLETE THE WORK. 1. FOR JOISTS,TRACK,AND AXIAL LOAD BEARING STUDS,OUT OF PLUMBNESS AND OUT OF WALL.PROVIDE A BOND BEAM WITH HORIZONTAL BAR OR BARS OVER ALL OPENINGS,AND ATTACHMENT TO THE MAIN STRUCTURE SHALL BE DESIGNED FOR LATERAL LOADS PER STRAIGHTNESS(CAMBER AND SWEEP)SHALL NOT EXCEED 1/1000TH OF THE MEMBER EXTEND THESE BARS 2'-0"PAST THE OPENING AT EACH SIDE.PROVIDE A BAR OR BARS SUBMITTALS: CONCRETE FILL:CONFORM TO NOTES THIS SHEET FOR CAST-IN-PLACE CONCRETE AND IBC CHAPTER 16. VERTICALLY FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS,WALL ENDS 1. SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH AISC 360 SECTION MA CONCRETE REINFORCEMENT.STEEL DECK UNITS WITH CONCRETE FILL SHALL BE 3. RAILINGS:THE COMPLETED HANDRAIL,GUARDRAIL,AND SUPPORTING STRUCTURE AND LENGTH FRAMING OVER CCO)• /�) o � AND INTERSECTIONS.DOWELS TO MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF AND AISC 303 SECTION 4. CONTINUOUS OVER(3)OR MORE SPANS.IF STEEL DECK UNITS WITH CONCRETE FILL SPAN THEIR CONNECTIONS SHALL BE DESIGNED TO RESIST LOADS AS SPECIFIED IN IBC 2. ERECT FRAMING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. W O o LESS THAN(3)SPANS,THE DECK UNITS SHALL BE SHORED UNLESS NOTED OTHERWISE. 3. STUDS SHALL SEAT INTO TOP AND BOTTOM TRACKS.THE GAP BETWEEN THE END OF 1'-6"OR HOOKED INTO THE SUPPORTING STRUCTURE AND BE OF THE SAME SIZE AND 2. SUBMIT WELDER'S CERTIFICATES VERIFYING QUALIFICATION WITHIN PAST 12 MONTHS. SECTION 1607.8. THE STUD AND THE WEB OF THE TRACK SHALL NOT EXCEED 1/16"FOR AXIAL LOAD a••F SPACING AS WALL REINFORCING.PROVIDE CORNER BARS TO MATCH THE HORIZONTAL 3. AFFIDAVIT STATING THE STEEL PROVIDED MEETS THE REQUIREMENTS OF THE PROVIDE MINIMUM 300E PSI CONCRETE AND WWF 6x6-W1.4xW1.4 UNLESS NOTED BEARING STUDS. (� WALL REINFORCING AT WALL INTERSECTIONS.ALL BARS SHALL BE LAPPED PER THE TYPICAL GRADE(S)SPECIFIED. OTHERWISE. ARCHITECTURAL REQUIREMENTS:CONFORM TO SHAPE AND CONFIGURATION SHOWN ON THE ARCHITECTURAL DRAWINGS.CONSULT THE PROJECT SPECIFICATIONS FOR ADDITIONAL 4. JOISTS AND END STIFFENERS SHALL BE LOCATED DIRECTLY OVER AXIAL LOAD BEARING '+ DETAILS UNLESS NOTED ON THE PLANS. 4. MANUFACTURER'S ENGINEERING AND INSTALLATION INFORMATION FOR POST- V HANGING LOADS:MEP&CEILING LOADS SUSPENDED FROM DECK SHALL NOT EXCEED 7 PSF INFORMATION.ALL STEEL SHALL BE PAINTED PER PROJECT SPECIFICATIONS WITH ONE STUDS.THE USE OF TRACK AS A LOAD DISTRIBUTION MEMBER IS NOT PERMITTED. INSTALLED ANCHORS INCLUDING APPLICABLE ICC EVALUATION SERVICE(ESR-XXXX) COAT OF STANDARD SHOP PRIMER UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN OVER A DECK AREA,OR 100 LB AT ANY INDIVIDUAL LOCATION. LOADS EXCEEDING THESE CONSTRUCTION:MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH IBC SECTION REPORT. THE SPECIFICATIONS. FIELD CUTS AND NOTCHES:FIELD CUTS AND NOTCHES OF ANY KIND ARE NOT ALLOWED IN 2104"CONSTRUCTION",AND TMS 602 PART 3"EXECUTION." 5. QA PLAN AND PROCEDURES OF FABRICATION SHOP. LIMITS SHALL BE SUSPENDED FROM JOIST OR BEAMS WITH SUPPORT SYSTEM DESIGNED BY ANY STRUCTURAL COLD-FORMED STEEL MEMBER WITHOUT PRIOR APPROVAL FROM SER. V CONTRACTOR,OR OTHERWISE PROVIDE LOADS TO STRUCTURAL ENGINEER FOR FURTHER CONCRETE FILL:CONFORM TO NOTES,THIS SHEET FOR CAST-IN-PLACE CONCRETE AND }0 COLD AND HOT WEATHER CONSTRUCTION:COLD AND HOT WEATHER CONSTRUCTION SHALL EVALUATION AT THE COST OF THE CONTRACTOR. WHERE LOADS ARE SUSPENDED FROM STEEL MATERIALS CONCRETE REINFORCEMENT.PROVIDE MINIMUM 3000 PSI CONCRETE AND WWF 6X6- TEMPORARY BRACING:REFERENCE"TEMPORARY SHORING,BRACING"IN THE"GENERAL �+ BE IN ACCORDANCE WITH TMS 602 SECTION 1.8 C AND 1.8 D. DECK IN ACCORDANCE WITH LIMITS ABOVE,HANGER SELECTION/DESIGN AND ATTACHMENT REQUIREMENTS"SECTION ABOVE. M L WIDE FLANGE(W), ASTM A992,Fy=50 KSI TO DECK ARE THE RESPONSIBILITY OF THE CONTRACTOR. W1.4XW1.4 OR FIBERMESH UNLESS NOTED ON THE DRAWINGS. o BLOCK PATTERN:USE RUNNING BOND UNLESS NOTED.FOR STACK BOND,FOLLOW CRITERIA TEE(WT)SHAPES SHOT PINS:SHOTPINS AND OTHER POWDER-ACTUATED FASTENERS SHALL BE LOW ^+ IN TMS 402 SECTION 4.5. OPEN WEB STEEL JOISTS AND JOIST GIRDERS VELOCITY TYPE FASTENERS AS MANUFACTURED BY HILTI CORPORATION.AS SPECIFIED IN Y/ CHANNEL(C),ANGLES(L), ASTM A36, Fy=36 KSI THE DRAWINGS: /� N GROUTED CELLS:MINIMUM GROUTING SPACES AND CONSTRUCTION SHALL BE IN PLATES(PL),AND BARS REFERENCE STANDARDS: 1. SHOT PINS USED TO ATTACH LIGHT GAGE MATERIAL TO STRUCTURAL STEEL SHALL BE �{/ to ACCORDANCE WITH TMS 402 SECTION 6.1 AND TMS 602 SECTION 3.5. PROVIDE GROUTED 1. STEEL JOIST INSTITUTE(SJI)"STANDARD SPECIFICATION FOR K-SERIES,LH-SERIES, HILTI X-U 19 P8 TH(ESR-2269). CELLS AT ALL REINFORCING,EMBEDDED HEADED ANCHOR STUDS AND POST INSTALLED HOLLOW STRUCTURAL SECTION AND DLH-SERIES OPEN WEB STEEL JOISTS AND FOR JOIST GIRDERS."ISSUED FOR 2015 2. SHOT PINS USED FOR LIGHT GAGE ATTACHMENT TO CONCRETE SHALL BE HILTI X-U 27 ANCHOR LOCATIONS. SQUARE/RECT(HSS) ASTM A500,GRADE C Fy=50 KSI 2. SJI STANDARD LOAD TABLES. P8 S15(ESR-2269). ROUND(HSS) ASTM A500,GRADE C Fy=46 KSI 3. SJI CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS. 3. SHOT PINS USED FOR LIGHT GAGE ATTACHMENT TO GROUTED CMU SHALL BE HILTI X-U GROUT POUR HEIGHT:GROUT POUR HEIGHT SHALL NOT EXCEED HEIGHT SPECIFIED IN 4. IBC SECTION 2207,"STEEL JOISTS." 32 P8 S15(ESR-2269). TMS 602 SECTION 3.5C. WELDED HEADED STUDS ASTM A108 SUBMITTALS:COMPLY WITH IBC.SUBMIT STRUCTURAL CALCULATIONS AND SHOP revision: GROUT LIFTS:UNLESS OTHERWISE NOTED,GROUT LIFTS AND POUR HEIGHT SHALL NOT WELDING ELECTRODES E70XX,E71TXX UNLESS NOTED OTHERWISE WITH DRAWINGS(COMPONENT DESIGN DRAWINGS)STAMPED BY A SSE.REFERENCE DEFERRED PRE MANUFACTURED METAL BUILDING STRUCTURE no. desc. date EXCEED T-4". GROUT LIFTS BETWEEN 5'-4"AND 12'-8"ARE TO MEET REQUIREMENTS PER A MINIMUM TOUGHNESS OF 20 FT-LBS AT 40'F SUBMITTALS ABOVE FOR ADDITIONAL INFORMATION. TMS 602 SECTION 3.5D AND APPROVED BY SER. METAL BUILDING FRAMING,INCLUDING RIGID FRAMES,RAFTER BEAMS,COLUMNS,PURLINS, ANCHOR RODS(UNO) ASTM F1554,GRADE 36,Fy=36 KSI SIZE:JOISTS AND GIRDERS SHALL BE DESIGNED AND FABRICATED BY A MEMBER OF THE GIRTS,LATERAL BRACING AND METAL ROOFING AND SIDING SHALL BE DESIGNED BY THE CONTROL AND EXPANSION JOINTS:REFERENCE DRAWINGS FOR TYPICAL DETAILS OF STEEL JOIST INSTITUTE(SJI)FOR THE LOADS INDICATED IN THESE NOTES AND ON THE MANUFACTURER FOR THE STRUCTURE DEAD LOAD AND THE LIVE AND LATERAL LOADS MASONRY CONTROL AND EXPANSION JOINTS.LOCATION OF CONTROL AND EXPANSION ALL MEMBERS ARE TO BE ERECTED WITH THE NATURAL MILL CAMBER OR INDUCED CAMBER DRAWINGS.DESIGN SHALL INCLUDE THE EFFECTS OF WIND UP-LIFT AS WELL AS DRIFTING INDICATED ON THESE DRAWINGS.ALL DESIGN SHALL BE COMPLETED IN ACCORDANCE WITH JOINTS SHALL BE COORDINATED WITH THE ARCHITECT AND APPROVED BY SER.UNLESS UP,UNLESS OTHERWISE NOTED ON THE DRAWINGS.BEAM CAMBER ON THE DRAWINGS IS AND SLIDING SNOW,WHEN APPLICABLE,IN ACCORDANCE WITH IBC SECTION 1608&1609 THE IBC WITH APPROPRIATE STATE AMENDMENTS AND SEALED BY AN ENGINEER LICENSED OTHERWISE INDICATED ON DRAWINGS,INSTALL CONTROL AND EXPANSION JOINTS AT THE THE UPWARD CAMBER REQUIRED IN THE BEAM AS DELIVERED TO THE JOBSITE. AS SHOWN ON THE STRUCTURAL PLANS,AND FOR FIRE SPRINKLER SUPPORT LOADS,WHERE IN THE APPROPRIATE STATE PER THE APPROPRIATE DISCIPLINE.PROVIDE STRUCTURAL FOLLOWING: CONTRACTOR TO CONSIDER CAMBER LOSS,IF ANY,DUE TO SHIPPING AND HANDLING. APPLICABLE. MEMBERS AS REQUIRED BY DESIGN AND CONSISTENT WITH LOCATIONS SHOWN ON THESE 1. CONTINUOUS WALLS:VERTICAL JOINTS AT THE LESSER OF 1.5 TIMES THE WALL HEIGHT DRAWINGS.MODIFICATIONS OF BUILDING CONFIGURATION WILL BE PERMITTED ONLY OR 25'-0"ON CENTER MAXIMUM. WELDING: ERECTION AND STABILITY:THE OVERALL STABILITY OF THE JOIST SYSTEM IS THE WITH WRITTEN APPROVAL OF THE ARCHITECT AND ENGINEER.SUBMIT DESIGN 2. CORNERS:FIRST VERTICAL JOINT FROM THE CORNER AT HALF THE MAX SPACING FROM 1. WELDING SHALL CONFORM TO AWS D1.1 AND VISUALLY CONFORM TO AWS SECTION 6 RESPONSIBILITY OF THE SSE(SJI SUPPLIER).CAREFUL ATTENTION SHALL BE GIVEN TO THE CALCULATIONS AND FRAMING/ERECTION PLAN FOR ENGINEER REVIEW PRIOR TO REQUIREMENT ABOVE. AND TABLE 6.1.FABRICATION/ERECTION INSPECTIONS BY THE CONTRACTOR PER AWS STABILITY OF THE JOISTS DURING ERECTION IN ACCORDANCE WITH IBC AND ALL SECTIONS FABRICATION.AS MINIMUM,THE SUBMITTAL SHALL INCLUDE FOUNDATION REACTIONS, project: 231106 3. ABRUPT CHANGES IN WALL HEIGHT AND WALL THICKNESS,SUCH AS ADJACENT TO DIA SECTION 6,SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS(CAWI/CWI)PER AWS OF THE SJI MANUAL.SPECIFICALLY,SECTIONS IN THE SJI MANUAL ON"BRIDGING", ANCHOR BOLT PLACEMENT AND SIZES,COLUMN BEARING AREA REQUIREMENTS,MEMBER date: 02.1 1.25 COLUMNS OR PILASTERS. QC1 OR AWS B5.1.SPECIAL INSPECTIONS(VERIFICATION INSPECTIONS)SHALL BE BY A "ERECTION STABILITY AND HANDLING"AND"HANDLING AND ERECTION"SHALL BE SIZES AND SPACING,AND ALL CONNECTION DETAILS.BUILDING MANUFACTURER SHALL BE CERTIFIED WELDING INSPECTOR(CWI)OR SENIOR WELDING INSPECTOR(SCWI)PER CAREFULLY FOLLOWED BY THE SSE(SJI SUPPLIER)TO PROVIDE STABILITY OF ALL MEMBERS RESPONSIBLE FOR REDESIGN IF THE MAXIMUM REACTIONS OR REQUIRED PIER AND MECHANICAL AND ELECTRICAL:MECHANICAL AND ELECTRICAL PIPES AND CONDUIT AWS B5.1. AT ALL TIMES. FOOTING SIZES EXCEED THOSE STATED ON THESE DRAWINGS.SNOW DRIFTS FROM PENETRATING THE WALLS DO NOT REQUIRE SLEEVES UNLESS SPECIFIED IN THE PROJECT 2. WELDERS SHALL BE QUALIFIED FOR THE SPECIFIC PRE-QUALIFIED JOINTS REQUIRED BY ADJACENT BUILDINGS SHALL BE ACCOUNTED FOR PER ASCE-7-10. SPECIFICATIONS THE DESIGN AND CERTIFIED IN ACCORDANCE WITH AWS REQUIREMENTS. ACCESSORIES:ALL BRIDGING,COLLECTORS,DRAG STRUTS,DRAG SPLICE PLATES,BOTTOM 3. WELDER QUALIFICATIONS AND WPS'S SHALL BE MAINTAINED AT THE SITE OF THE CHORD BRACING,GIRDERS AND RELATED CONNECTION HARDWARE SHALL BE PROVIDED permit set TEMPORARY BRACING:CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF WORK AND SHALL BE READILY AVAILABLE FOR INSPECTION UPON REQUEST,BOTH IN AND DESIGNED BY THE SUPPLIER.ALL ADDITIONAL ERECTION BOLTS,STABILIZER PLATES, MASONRY DURING CONSTRUCTION.REFERENCE"GENERAL REQUIREMENTS"SECTION FOR THE SHOP AND IN THE FIELD. AND ANY OTHER ADDITIONAL STEEL TO MEET OSHA STANDARDS,SHALL BE COORDINATED FURTHER INFORMATION AND REQUIREMENTS. 4. USE E70 OR E71T,70 KSI STRENGTH ELECTRODES APPROPRIATE FOR THE PROCESS BY THE JOIST MANUFACTURER AND SHALL BE PROVIDED BY THE STEEL DETAILER/SUPPLIER. SELECTED. STRUCTURAL DETAILS SHOW ALL JOIST BEARINGS AS FLAT.SUPPLIER TO PROVIDE SLOPED 5. WELDING OF SHEAR STUDS ON STEEL BEAMS FOR COMPOSITE CONSTRUCTION:HEADED BEARING SEATS WHERE REQUIRED FOR ROOF SLOPE.PROVIDE CONTINUOUS 14 GAGE L- SHEAR STUDS WELDED TO TOPS OF WIDE FLANGE BEAMS,SHALL BE WELDED IN SHAPED STRIP IF SUPPORTING STEEL MEMBERS ARE NOT FLAT WITH RESPECT TO DECKING. ACCORDANCE WITH AWS DIA CHAPTER 7"STUD WELDING". REFERENCE DRAWINGS FOR NON-STANDARD JOIST END BEARING LENGTHS. 6. WELDING OF HEADED STUDS ON EMBEDDED STEEL PLATES FOR ANCHORAGE TO general CONCRETE:HEADED STUDS WELDED TO STEEL EMBEDMENT PLATES CAST MONOLITHIC PRIMER COLOR:ALL EXTERIOR/EXPOSED STEEL SHALL BE PAINTED GRAY UNLESS NOTED WITH CONCRETE AND SHALL BE WELDED IN ACCORDANCE WITH AWS D1.1 CHAPTER 7 OTHERWISE ON THE DRAWINGS OR IN THE SPECIFICATIONS. CITY APPROVED PLANS notes "STUD WELDING",UNLESS NOTED OTHERWISE ON PLANS. PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS s0.03 Page 161 of 180 I I I (Y 9 I bY1 \OEN AL 6 '-0" -0" -3" 29'-6" 29'-6" 29'-5" 34'-11" 5 -8" '-2" 5 '-0"26 13'-2" 6' 16' 30 y TOF=98'-O" 5 I j 3" j 18 8 4 CF4 TYP AT TYP AT j NT Bz/11/25�O ---------- CW10 EXT UNO TYP AT BPL2x5x3/8 j qOF\OP HSS5x5x3/ OPENINGS 5 5 HSS5x5x3/8 �' G MW10 HR,SFRS n EXT STUD - - - - - - - - - BPL3 - -ss.o3 s3.o1 - BPL3 a/M. 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Use, I I TOF-99'-4" TOF-98'-O' SEE 12/s5.03 FOR I 6 1. 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BPL1 BPL4 1 li BPL2 WEST _.. 4'SLAB ON GRADE 1 I F8 F9 F9 F7 s3.02 CP2424 NOTE 9,TYP ► � I ^' N � o 1 m STAIR N �ro I I I I�22 I I I I I ILL 1 m HSSSxsx3/8 HSS5x5x3/8 � � �� I 00 un,MP1024 3 1 HSS5x5x3/8 __ __ 1 1 I M --- _---- -------------- ----� CP2424 CP2424 CP2424 •------ LL 11 - 642 r_I FP242 r- 1 FPL2 _ _ _______ _ _ _ ------ ------------- =____ - _- ___-J- L-____-_- 111 8 rt- TYPAT ---- - _ _- L --- =- --- �_= 9 2� 10 �m s5A3 DOORS ---- CF4 j j [ - --- -Z__s- -- ---------Z__s - - --- _ i_ •/ L-�- ---- IN 10"WALL CW10-------- 4 SIM ---------------------------- �-----------------------=------------------------i----------- T-- CF1.5 �------------ 4-------------------- ------------- J----�-------- MW10 HR,SFRS s3A1 ------------------------- CW8 CF4 N °� s3 o1 CW 1( _ I MW10 HR,SFRS 26'-0" 26'-0" 29'-3" 29'-6" 29'-6" 29'-5" I 13'-8" 5" 11'-10" I 24'-1" I 15'-8" 5" 41'-7" I I 277'-4" o o FOUNDATION PLAN J1\/��\/\ 1 SCALE: 1/8"=1'-0" TRUE W W REF SHEET:s3.01 4_0 `� L ^/ o W � FOUNDATION PLAN NOTES GENERAL NOTES G� 1. SEE GEOTECHNICAL REPORT FOR UNDERSLAB AND FOOTING ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS REQUIREMENTS. SHALL BE VERIFIED BY THE CONTRACTOR WITH THE LATEST ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.ANY 2. FINISH FLOOR REFERENCE ELEVATION(FFE)=100'-0"=SEE CIVIL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE TYPICAL UNO ARCHITECT AND ENGINEER IMMEDIATELY. revision: • CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL no. desc. date 3. TOP OF EXTERIOR FOOTING-98'-0"TYPICAL UNO CONDITIONS.IF ANY DISCREPANCY OCCURS BETWEEN EXISTING TOP OF INTERIOR FOOTING-99'-4"TYPICAL UNO CONDITIONS AND PROPOSED ALTERATIONS,CONTRACTOR SHALL TOP OF CONCRETE PIERS=99'-4"TYPICAL UNO CONTACT ARCHITECT AND STRUCTURAL ENGINEER BEFORE PERFORMING ALTERATION WORK. 4. CONTRACTOR TO COORDINATE SLAB ON GRADE CONTROL AND COLD JOINTS WITH 5/s5.01.PROVIDE SPACING/LOCATION TO ARCHITECT GENERAL NOTES: sO.00 SERIES SHEETS AND ENGINEER FOR APPROVAL.FOR TRIM BARS AT RE-ENTRANT WALL SECTIONS: s3.00 SERIES SHEETS CORNERS SEE 8/s5.01. CONCRETE STANDARD DETAILS: s5.00 SERIES SHEETS MASONRY STANDARD DETAILS: s5.20 SERIES SHEETS 5. CONCRETE SLAB ON GRADE.FOR REINFORCING,SEE SCHEDULE 3/s6.01 STEEL STANDARD DETAILS: s5.30 SERIES SHEETS COLD-FORMED STANDARD DETAILS: s5.50 SERIES SHEETS 6. TYPICAL STRUCTURAL COLD FORMED STUD SIZES AS FOLLOWS: SCHEDULES: s6.00 SERIES SHEETS project: 231 1 06 A. TYPICAL EXTERIOR FRAMING:600S162-54 AT 16"OC LINO date: 02.1 1.25 B. HORIZONTAL BRIDGING:SEE 11/s5.51 C. HEADERS:SEE 5/s5.51 a. OPENINGS 8'-0"OR LESS:(2)60OS162-54 b. 8'-0"<OPENINGS<IT-4":(2)80OS200-68 D. JAMB STUD:SEE 8/s5.51 a. OPENINGS8'-0"OR LESS:(2)60OS162-54 permit set b. 8'-0"<OPENINGS<13'-4":(3)60OS162-54 7. �SHADED MASONRY WALLS INDICATE EXTENTS OF"HI-R H" BLOCK. 8. SEE ARCH FOR ALL WALL DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. foundation 9. SLOPED SLAB TO MEET FLUSH WITH BOUNDARY AT CAFETERIA plan 10. PIPE PENETRATION PER 1/s5.02,REFERENCE PLUMBING DRAWINGS FOR CITY APPROVED PLANS LOCATION PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS S1 .01 Page 162 of 180 Y d. b. �SSONAIE 26'0 '-3" 29'-6" 29'-6" 29'-5" 11-2" 526-0 29 IT-2 6 34'11" 5' 16'8" 30'-0 TYP AT 4 1 8 8 EXT CMU N oz/u�zs p WALL s3.o1 2 TYP AT 5 TgrF OF 10P� ill s4.01 VESTIBULE s3.01 y41,f RIS��G -I - - - - - - - - - - - ------ - -- - - - - -----------------------]---------- Il -------- 1 ---- --------- 1 TYP AT ---- ���---------------------------- - --------- - -{---------------------------- 1 ..P s3.01 EXT STUD WALL 10 S I HSS8x4x3/8 = - - u ry - - - - - - - -_ _ _ _- 2 0 so N ' .:^. °, s5.33 SIM � SS8 4 / HSSSx4 / x--- ---- x 8� 53.01 - H x3 HSSSx5x3 8 --- .= =-=- - -------�------ --W16x26[24]- - - -- -- - - -------- --------- - ------- _ - - - - ------- --------- ----------'[-=-W1 12]�- ----- ICI uXi N CARRIED in W21x44[24] J W21x44[24]. 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N _ _ RE-ENTRANT - - - -., W21x50[28]c3/4"- W21x50[�8l c-3/4. W21x50[28]c 3/4';, '1.: W21x50[28]c 3/4' W16x26[4l 32LH 28K in _ x " �BARTYP,PER � .1- W14x22[6] �� 6.1 NL I W12x14[2]. W12x14 2 •8 s5.01, - - W12x14 3 °W12x14 P3 ,..��,"a.®ff%D.ON = [ l 3- [W12x14[2p / W12x14 3, aTYP AT 4 W12x14•4 [].� [ l H556x6x3/8 l- W12x14[4] a'COLUMNS s5.32 [ ] W12x14[4] W12x14 4 11 RRIED �`a W16x26 24. 71 yW16x26 24 __ [ ], - _ S5.32 w 6.2 SEE NOTE 6 u - •R W27x84 28K 8 Z- LOP -SLOPE 1. xx xx 'FD 5.5 S 0This document is the N N' - W K .; ,. ...:-• .. .. :..,' _ :•a:•- v:, v� v.. v•. v,. 'v v° - v.T v v v v v v v q :v 55.33 1200# Property of erstad N N,. u u u �'�• u .N-� N ARCHITECTS and is .O� .O�••• t0-.'. t0� SO .O i0 SO VJ VJ t01'! N' N -°Nl 32LH 26K _ Pfote Cted by U.S. and _fW16x2 24 :�=' W16x26 24" ,a- x' x' `a x'� ] .x �`;,' x': '°'' x,."a; x x x x:; x x x x x- ';'." x international lows. Use, 6 [ l [ ] .n. -. II 17 ......._ - production, or '•A'• b, .O b. LO �O SD SO LO �O SO SO SO LO" m n re w - - 55.31 _ r 3 3 3- 3 3 3 3 �,A 3 * modification of this ` O - - document without first a} W12x14 z p W Q I 32LH 28K w L3x3x14 TYP obtaining written _ / 9 13� =a�" .. r �n NOTE 9 ` wTYPDECKAT _ - ` -� '- :• = ' - - O NOTE '� permission of erstad °: N 55.22 '''' - - D z ° • - "" -•: - CMU WALL '�:...+. .-., HITS s2.01 12x14[7] ARC CTS is prohibited. - :.,- 32LH w This document ma not be W16x26 24• W16x26 24 * Y [ ] [ ] -- z 6.8 hr used an uncut o ized • • - 28K Y 6.9 ® 4 W 1 x12 TYP AT manner. 202 v, 0 W12x14.4�•a _ _ [ ] - HSSSx5x3/8 MECH UNIT /� -- - -- --------- --- - - - - - - -_ --------- --------- --------- --------- --------- ------------------- -- - ----- - - 1500# -�-b a-: �.; - ��' ='y 21x44[24]• 21x44[24] •21x44[24] 21x44[24] /16x26[12] - - CARRIED ,� FRAMING 28K -- EMBED PLATE-� - W 16x26[24] v, '-W16x26[24] ' TYP AT MECH 2LH • - - CONNECTION, TYP AT 3 X.'• / WEST s3.02 UNIT OMIT G 1200# 1200# - r PER 17 s5.22 TYP STAIR -I (/� C co .. �'- _ - - I 32LH 3 28K N M W16x26[241. I x NOTE 9 9- 13 (� 00 - �' I I I I s5.31 * � 00 W10x12 32LH i.. . n 8 8.5 - ML1056 I I HSS8x4x3/8 HSS8x4x3/8 - ------- ---28K - ------ ---- -- - 9 ---------------------i------------ s 01 - - - - - - - - - - - - - -i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i- - - - - ------ - ---------------- ----------- 12 JOIST BRIDGING, co 10 }+ SIM 1 6 TYP AT CARRIED/8 s5.33 TYP,PER SJI,SEE ^' �_ •� s4.01 EXT STORE RD 1.5 8 11/s5.31 OR 15/s5.22 II 53.01 li CONNECTION i i FRONT i i i 5 PER SEE NOTE 6 s3.01 •� �+ 26'-0" 26'-0" 29'-3" 29'-6" 29'-6" 29'-5" 13'-8" 5" 11'-10" 24'-1" 15'-S" 41'-7' 27T-4" 0 f!5 U e.8 e.6 e.4 e.3 U d.9 dl6 c.S c b.9 U SECOND FLOOR FRAMING PLAN J1/�\ 1 cc SCALE: 1/8"=V-0" TRUE W W ``c L ^/ O W � FRAMING PLAN NOTES GENERAL NOTES G� to 1. TOP OF STEEL(TOS): ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS 2ND LEVEL FLOOR FRAMING=113'-6 1/2"TYP UNO SHALL BE VERIFIED BY THE CONTRACTOR WITH THE LATEST LOW ROOF FRAMING=VARIES,SEE PLAN ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.ANY ROOF FRAMING=VARIES,SEE PLAN DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE JOIST BEARING(JB)=TOP OF STEEL,SEE PLAN FOR ELEVATIONS. ARCHITECT AND ENGINEER IMMEDIATELY. revision: 2. COORDINATE EDGE OF ROOF DECK WITH ARCHITECT. CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL no. desc. date CONDITIONS.IF ANY DISCREPANCY OCCURS BETWEEN EXISTING 3. JOISTS/BEAMS LOCATED EITHER ON COLUMN CENTERLINE OR EQUALLY CONDITIONS AND PROPOSED ALTERATIONS,CONTRACTOR SHALL SPACED BETWEEN TYP,UNO CONTACT ARCHITECT AND STRUCTURAL ENGINEER BEFORE PERFORMING ALTERATION WORK. 4. COORDINATE ALL FLOOR/ROOF DECK PENETRATIONS WITH MECHANICAL AND ELECTRICAL DRAWINGS.FRAMING SHOWN AROUND GENERAL NOTES: s0.00 SERIES SHEETS OPENINGS SHALL BE SET 6"FROM EDGE OF OPENING TO CENTERLINE WALL SECTIONS: s3.00 SERIES SHEETS OF BEAM.SMALL OPENINGS MAY REQUIRE SUPPLEMENTAL FRAMING CONCRETE STANDARD DETAILS: s5.00 SERIES SHEETS PER DETAILS 6/s5.32 OR 9/s5.32 MASONRY STANDARD DETAILS: s5.20 SERIES SHEETS STEEL STANDARD DETAILS: s5.30 SERIES SHEETS 5. WHERE INDICATED WITH*AT END OF JOISTS,PROVIDE NOW COLD-FORMED STANDARD DETAILS: s5.50 SERIES SHEETS STANDARD JOIST SEAT DEPTH.K SERIES JOISTS IN SAME ROOF PLANE SCHEDULES: s6.00 SERIES SHEETS project: 231106 AS LH SERIES JOISTS SHALL HAVE 5"DEEP JOIST SEATS TO MATCH LH date: 02.1 1.25 JOISTS. 6. FOR DETAILED INFORMATION REGARDING FLOOR/ROOF DECK CONSTRUCTION SEE SCHEDULE 9/s6.01 7. JOIST SUPPORTED MECHANICAL UNITS ARE SHOWN ON PLAN WITH permit set MAX OPERATING WEIGHTS.CONTRACTOR TO COORDINATE EXACT LOCATION.SEE DETAILS 8/s5.32 AND 9/s5.32 FOR SUPPORT DETAILS AND REQUIRED FRAMING AROUND OPENINGS. 8. ALL JOISTS ARE CONSIDERED"SPECIAL JOISTS".JOIST MANUFACTURER TO DESIGN JOISTS TO SUPPORT LOADS AS SHOWN.SEE STEEL JOISTS second SECTION OF GENERAL STRUCTURAL NOTES FOR ADDITIONAL CITY APPROVED PLANS floor INFORMATION. r,°,r,m„�„„, CLANS MUST BE ON JOB SITE framing 9. COORDINATE JOIST BRIDGING WITH MECHANICAL DUCT. EOB ALLINSCECTIorvs plan s 1 .02 Page 163 of 180 29'S" e.3 13'2" �6- e 5.9 34'11„ 5„Q c.916,8" 11'2^ 5„ 30'0"26'-0" 26'-0" 29'-3" 29'-6" 29'-6" ss\ONAL EN oFO E c/y I I I I I I I jll II I II I �. 4 Ijl II 18 8 N TYP AT 5 02/11/25 p I 53.01 I I I I I I j l l I I I I I I Tq'�OF\oPs VESTIBULE s3.01 y Ijl II q/M. ets�e s3.01 HSS5x5x3/8 HSS5x5x3/8 `�.4_-_ _ _ M N JB=129'-3" 2 20K 20K SIM s5.33 - `xt-- 3~ TYP AT GRID 3.3 - N ti TOS=11T-0" TOS=11T-0" vUx v F, 2.1 ma -- --- ----201C---------- �n---------201C----- ---- - - ---- Ln O =O in m TOM=116'-0" H TOM=116'-0" 3.3 � W18x40 W18x40 W18x40 W18x40 W16x26 -_-_-_-_ _-_ _-_-_-_-_- -_ 4 3 N sz.ot II m 4.1 ^I 20K 20K 1 - - - - - - - - - - - - - - ---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- - - 4.4 - 3 20K 20K - -- Y Y Y Y Y Y a O O O O O O O O O O O O O O O O O O O O Zo 3.01 SLOPE p SLOPE rn TYP FRAMING 9 0 20K a x AT OPENING s531 GIST BRIDGING, JOISTS TO BE DESIGNED FOR 20K II P,PER SJI,SEE ELEVATOR HOIST BEAM LOADING.u al o ACCESS HATCH, O 11/s5.31 OR 15/s5.22 HOIST BEAM LOADING WILL BE 77l s5.33 ----- W8x15 co�I 3 SEE ARCH __ R 7 SEE NOTE 6 PROVIDED WITH FINAL ELEVATOR HOIST BEAM 20K 20K - - ---------- ------ - TMP s5.31---- -- JB=128'-41/Z-- - - - RD 1.5--- ------ --- --- SELECTION. ---------- - ---- W10x12 TYP AT \ I --1 TYP ATGRID4.9 -- --, - - - - - - - - - - - - - - - - - - _ --J I L-- ___J I MECHUNITFRAMING I EMBED PLATE - _-- ' J ----- = -CONNECTION,-- - - - - - - - - - - - - - _ _ - ------ rv--- - W21x44 W21x44 W21x4 I W21x44 W16x26 � 11 PER18/s5.22 62OKW16x26 -- 1200# 1200# 1200# / s5.52 S.1 N 1200# 1200it 1200# 1200# 1200# 1200 EMBED PLATE w� HSS6x6x3/8 CONNECTION, 1200# 3 o PER 17/s5.22 .mi Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YTYP(2)LOCATIONS 20K W16x26 - 2 v v v v v v v v v v v v c c v v a v v v - .. ., .. .. .� .. .. ..� .. .� .. .. 2 o0 A*M ,� 1200# 1200# 1200# 1200# 1200# 1200# 1200 1200# W8x15 N `" o 20K W16x26 1200# n x o MIu,•I a,�w.anu*iue.=.•,a.•.M 6 - -_=m--_______-- __________________= m ----- - - --- - - - ---- ---- - -- -_- ---- - - - -- - - - ---- -- ----- - - - - - - - ---- = SLOPES z J W21x44 W21x44 r W21x44 W21x44 T--, W16x2 L_ JB=127'-9 1/2" --- W8x15 6.1 20K 20K --J __J TYPATGRID6.1 L__ n H556x6x3/8 RD 1.5 6 2 1200# �1200# 1200# 1200# -- - ---------------------- --------------------------------- - - - r 8 SEE NOTE 6 This document is the 20K 20K s533 property of erstad N ARCHITECTS and is protected by U.S. and Inte fn OtlOna O.S. Use, EMBED PLATE 20K z p 20K j CONNECTION, '' modification of this w PER 18/s5.22 document without first u obtaining written stad6.7 ----- - --- _-_ s2.01 permission of eprohibited.____ ARCHITECTS is This 6'9 20K 0SLOPE - SLOPE K 2 3 used in ny u may not be _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6.8 used 'n any unauthorized man s3.02 a_ - - - - - -20K - - - - - OK - - - - 18x4 18x40 18x4 18x40 N16x2 - -- N N TYP AT GRID 6.9 x 0 20K 3 20K j oo N x ZD .ti V _ O N W � II M 20K,T, 20K CY �00 20K 20K Cr 8.5 HSSSx5x3/8 HSSSx5x3/8 HSSSx5x3/8 - - - - - - - 9 •�: (n I TOS=116-0" TOS=116-0" TOS=116-0" TOM=116-0" SO - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ji - - - - i 10 }: b? 6 TYP AT NEXT 1 .� II 53.01 FRONT ORE FRO Ij � 11 26- " 29'-3" 29'-6" 29'-6" 29'-5" 13'-8" 5 11'10" j 24 5-8" 5" 41'-726'-0 27T-4" o 0 ROOF FRAMING PLAN ^+ o 1 SCALE: 1/8"=V-0" TRUE W }0 `c L ^/ o W � FRAMING PLAN NOTES GENERAL NOTES G� 04 1. TOP OF STEEL(TOS): ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS 2ND LEVEL FLOOR FRAMING=IIT-6 1/2"TYP LINO SHALL BE VERIFIED BY THE CONTRACTOR WITH THE LATEST LOW ROOF FRAMING=VARIES,SEE PLAN ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.ANY ROOF FRAMING=VARIES,SEE PLAN DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE JOIST BEARING(JB)=TOP OF STEEL,SEE PLAN FOR ELEVATIONS. ARCHITECT AND ENGINEER IMMEDIATELY. revision: 2. COORDINATE EDGE OF ROOF DECK WITH ARCHITECT. CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL no. desc. date CONDITIONS.IF ANY DISCREPANCY OCCURS BETWEEN EXISTING 3. JOISTS/BEAMS LOCATED EITHER ON COLUMN CENTERLINE OR EQUALLY CONDITIONS AND PROPOSED ALTERATIONS,CONTRACTOR SHALL SPACED BETWEEN TYP,UNO CONTACT ARCHITECT AND STRUCTURAL ENGINEER BEFORE PERFORMING ALTERATION WORK. 4. COORDINATE ALL FLOOR/ROOF DECK PENETRATIONS WITH MECHANICAL AND ELECTRICAL DRAWINGS.FRAMING SHOWN AROUND GENERAL NOTES: s0.00 SERIES SHEETS OPENINGS SHALL BE SET 6"FROM EDGE OF OPENING TO CENTERLINE WALL SECTIONS: s3.00 SERIES SHEETS OF BEAM.SMALL OPENINGS MAY REQUIRE SUPPLEMENTAL FRAMING CONCRETE STANDARD DETAILS: s5.00 SERIES SHEETS PER DETAILS 6/s5.32 OR 9/s5.32 MASONRY STANDARD DETAILS: s5.20 SERIES SHEETS STEEL STANDARD DETAILS: s5.30 SERIES SHEETS 5. WHERE INDICATED WITH*AT END OF JOISTS,PROVIDE NOW COLD-FORMED STANDARD DETAILS: s5.50 SERIES SHEETS STANDARD JOIST SEAT DEPTH.K SERIES JOISTS IN SAME ROOF PLANE SCHEDULES: s6.00 SERIES SHEETS project: 231106 AS LH SERIES JOISTS SHALL HAVE 5"DEEP JOIST SEATS TO MATCH LH date: 02.1 1.25 JOISTS. 6. FOR DETAILED INFORMATION REGARDING FLOOR/ROOF DECK CONSTRUCTION SEE SCHEDULE 9/s6.01 7. JOIST SUPPORTED MECHANICAL UNITS ARE SHOWN ON PLAN WITH permit set MAX OPERATING WEIGHTS.CONTRACTOR TO COORDINATE EXACT LOCATION.SEE DETAILS 8/s5.32 AND 9/s5.32 FOR SUPPORT DETAILS AND REQUIRED FRAMING AROUND OPENINGS. 8. ALL JOISTS ARE CONSIDERED"SPECIAL JOISTS".JOIST MANUFACTURER TO DESIGN JOISTS TO SUPPORT LOADS AS SHOWN.SEE STEEL JOISTS CITY APPROVED PLANS SECTION OF GENERAL STRUCTURAL NOTES FOR ADDITIONAL ^•••w"^�­_•"^re I roof INFORMATION. vuus MUST RE oN TOR SITE FOR ALL INSPERIONS framing 9. COORDINATE JOIST BRIDGING WITH MECHANICAL DUCT. plan s 1 .03 Page 164 of 180 \ON A L ENS/y 18 8 NT oz/u/zs�o 29'-6" 29'-6" y41'fOF W 18x40 W 18x40 I I I I I I I I I I I I I I ,y�� I I I TYP 3 TYP 2 B139 Al s534 Ty" 3 TYP 2 _ B1 ss.34 Al s5.34 -- i — W21x44 r----� I I r---- i I I I I I I I I i I C �� ti C C �� tiss �T' +s+�i� X X ����+� 6+61 pie X N V) V7 X TYP 4 = i = TYP Neu,1oi sdtuw.an,".iAe�a�.,a�..xM C1 s534 —— —— C1 4 „ „ � 55.34 I I I II I I I I This document is the property of erstad ARCHITECTS and is protected by U.S. and international lows. Use, reproduction, or modification of this document without first obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. 02024 N � 0 1 BRACE ELEVATION 2 BRACE ELEVATION ce) SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" M REF SHEET:s1.01 REF SHEET:s1.01 ^� 00 ": E W o V � W � `� L ^/ O W � N revision: no. desc. date project: 231106 date: 02.1 1.25 permit set CITYAPPROVED PLANS brace frame w.w.eh,coe.rompu",.. MANS MUST BE ON LOB SRE elevations FOP All INSVERIONS s2.01 Page 165 of 180 WALL SECTION NOTES 1. TYPICAL STRUCTURAL COLD FORMED STUD SIZES AS FOLLOWS: A. TYPICAL EXTERIOR FRAMING:600S162-54 AT 16"OC UNO o�F,Ss�E AI ENG�y B. HORIZONTAL BRIDGING:SEE C. HEADERS:SEE 5/s5.51 a. OPENINGS 8'-0"OR LESS:(2)600S162-54 18 8 b. 8'-0"<OPENINGS>13'-4":(2)800S200-68 NT B2/11/25�O D. JAMB STUD:SEE 8/s5.51 OF tpP a. OPENINGS 8'-0"OR LESS:(2)600S162-54 y414f Rtgp�G b. 8'-0"<OPENINGS>13'-4":(3)600S162-54 STUD TO 8 STUD TO 8 j j 2, ROOF DECK s5.52 ROOF DECK s5.52 _SHADED MASONRY WALLS INDICATE EXTENTS OF"HI-R H"BLOCK. I �T.0 F.2 PARAPET 130 F.2 PARAPET _ - 130 F.2 PARAPET _ =- _ _ _ _ �130 R2 PARAP _ _ _ _ _ �J 130'-8" 4J 130'-8" �J 130'-8" - WJ 130'-8" u 22 I I I I I I I I EDGE OF 8 I I I - EDGE OF 8 -J ROOF DECK s5.32 L J-J ROOF DECK - I 5 s5.22 I STUD WALL FRAMING, STUD WALL FRAMING, CMU WALL, CMU WALL, SEE NOTE 1 SEE NOTE 1 SEE NOTE 2 SEE NOTE 2 I STUD TO 7 STUD TO , j 1 3 FLOOR DECK s5.52 FLOOR DECKCK s5.52 s5.22 ss.22 - 114'OND FLOOR _I SEC OND FLOOR_ _ I �J 114'OECOND FLOOR _ __ tJ 114'OND FLOOR _ I EDGE OF 2 I EDGE OF 2 I I __J FLOOR DECK s5.32 �_J FLOOR DECK s5.32 �_JA*M I jNoiu,m l sYtlaFeUW n I Nbueu,-,N" xemiaereNs. j P=N 9 4 9 ss.o3 ss.o3 ss.o3 ss.o3 _ _ - - This document is the property of erstad ARCHITECTS and Is FIRST FLOOR _ _ I FIRST FLOOR _ _ I ��FIRST FLOOR_ __ ��FIRST FLOOR_ _ _ protected by U.S. and v 100'-0" v 100'-0" 100'-0" t 100'-0 ernational lows. Use, I reproduction, or I modification of this document without first .c I {� I { obtaining written ----J --- -----_°J - ---J permission of erstad ARCHITECTS is prohibited J . This document may not be used in any unauthorized manner. 02024 N � WALL SECTION 1 WALL SECTION WALL SECTION WALL SECTION ^� M SCALE: 1/4"=1'-0" 2 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" 4 SCALE: 1/4"=P-0" (+7 REF SHEET:s1.01 REF SHEET:s1.01 REF SHEET:s1.01 QQ O p V � ( Z ) 2.1 l 9 /8.5 10 8.5 ^�+ 0 I I I I I L O N 13 Ij Ij 1 1 1 s5.52 j l T.O.F.1.HIGH PARAPET 1_____ _ s5.52 STUD WALL FRAMING, T.O.1F PARAPET _I T.O.1F PARAPET -- T.O.1F PARAPET _ v 116'-0" v 116'-0" v 116'-0" - revision: SEE NOTE 1 r SECOND FLOOR 1 SECOND FLOOR s5.22 no. desc. date �J 114'_0" - -I - - - QJ -I - - - - i I ss.22 I I I I I CANOPY CANOPY PER s4.01A PER s4.OlA '� J CMU WALL, CMU WALL, SEE NOTE 2 SEE NOTE 2 11 1 I j project: 231 106 j l 4 4 date: 02.1 1.25 5 j SIM 3 ss.o3 ss.a3 ss.o3 ss.o3 FIR'00ST FLOOR - I_ - - IRST"FLOOR - _ - - � T FLOOR- - - ISTFLOOR 0.0„ � -I-- 1 permit set O-0 100_0 L---J L-----J ----- °..-J L------J wall CITY APPROVED PLANS sections FOR A� MANS MUST BE ON JOB SITE FOBALLINSVERIONS s 3 01 WALL SECTION c WALL SECTION WALL SECTION WALL SECTION ■ 5 SCALE:NTS v SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" Page 166 of 180 WALL SECTION NOTES d.9 a e.3 1. TYPICAL STRUCTURAL COLD FORMED STUD SIZES AS FOLLOWS: g ONAI E A. TYPICAL EXTERIOR FRAMING:600S162-54 AT 16"OC UNO o�F,S E NG�y B. HORIZONTAL BRIDGING:SEE d.9 a C. HEADERS:SEE 5/s5.51 a. OPENINGS 8'-0"OR LESS:(2)600S162-54 18 8 b. 8'-0"<OPENINGS>13'-4":(2)800S200-68 NT B2/11/25 O D. JAMB STUD:SEE 8/s5.51 grFOF IpP� a. OPENINGS 8'-0"OR LESS:(2)60oS162-54 y41 M Rtgp�G b. 8'-0"<OPENINGS>13'-4":(3)600S162-54 it j II 2. SHADED MASONRY WALLS INDICATE EXTENTS OF"HI-R H"BLOCK. -1300 F8.2 PARAPET - - - - - - - - - - 7 tJ T.O F.2 PARAPET _ _ _ _ _ _ _ _ _ 55.22 i L _J CMU WALL, SEE NOTE 2 j I I -- I � J j STUD WALL FRAMING, 18 5 SEE NOTE 1 s5.22 s5.22 --- 12 CMU WALL, 52 SEE NOTE 2 JJk SECOND FLOOR_ 1 �J 114'-0" JJk SECOND FLOOR <J 114'-0" I I I 3 s5.22 55.22 * fti,D I sYtlaF UW n I Nbueu,-,NN xemiaereNs. s5.03 7 This document is the property of erstad �FI00_0 FLOOR _ ARCHITECTS �lU0'-0° I I ARCHITECTS and is �FIRST FLOOR protected by U.S. and <J 1p0'_0^ - - international U.S.l Use, repro tl r modification of this document without first -I J obtaining written permission of erstad ARCHITECTS is prohibited. This document may not be used in any unauthorized manner. 02024 WALL SECTION WALL SECTION 1 SCALE: 1/4"=P-0" 2 SCALE: 1/4"=V-0" � REF M SHEET:s1.01 REF SHEET:s1.01 M 00 17 1 6.9 6.8 6.2 6.1 1 6 1 I I I STUD TO 8 ROOF DECK s5.52 j j A\ O PARAPET- �130'-8" s5.31 PROOF LEVEL _-_ _ ROOF LEVEL _ v 128'-1 1/2" - - v 128'-1 1/2i' - Q� O EDGE OF ROOF DECK s5.32 J_J __�_J +_ }+W 1 s531 L j j j ss.31 I j I ; O STUD WALL FRAMING, SEE NOTE 1 04 to I j j Ij I STUD TO 7 2 FLOOR DECK s5.52 revision: �ECOND FLOOR-_ _ SECOND FLOOR_ 114'-0" 4'_0'� 1 no. desc. date I I I I EXTENDED 11 1 EDGE OF s532 FLOOR DECK STAIRS, BY j STAIRS OTHERS BY OTHERS I I I II I project: 231106 date: 02.1 1.25 69 s5 03 55.03 j s5.03 s5.03 1 1 1 FIRST FLOOR_-I- FIRST FLOOR _ 1Do'_o' � I permit set I I I I I L----J wall CIAPPROVED PLANS sections PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS WALL SECTION WALL SECTION s3.02 3 SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" REF SHEET:s1.01 REF SHEET:s1.01 Page 167 of 180 GENERAL NOTES • ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS SHALL BE VERIFIED BY THE CONTRACTOR WITH THE LATEST o��Ss E Al ENGy ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 18 8 NT 02/11/25 O • CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL OF tpP� CONDITIONS.IF ANY DISCREPANCY OCCURS BETWEEN EXISTING 'f41 M RtSp�c� CONDITIONS AND PROPOSED ALTERATIONS,CONTRACTOR SHALL CONTACT ARCHITECT AND STRUCTURAL ENGINEER BEFORE PERFORMING ALTERATION WORK. • GENERAL NOTES: s0.00 SERIES SHEETS WALL SECTIONS: s3.00 SERIES SHEETS j CONCRETE STANDARD DETAILS: s5.00 SERIES SHEETS MASONRY STANDARD DETAILS: s5.20 SERIES SHEETS STEEL STANDARD DETAILS: s5.30 SERIES SHEETS j COLD-FORMED STANDARD DETAILS: s5.50 SERIES SHEETS SCHEDULES: s6.00 SERIES SHEETS jl jj Ij HSS10x5x1/4 j TOS=109'-8" 3 s5.33 j TYP BEAM j TO COLUMN I Y 16'-8" I II j 2 I s5.33 TYp u,o A*M d,uw.an,". aea.,a..x• m HSS10x5x1/4 TOS=109'-8" z n a x / R ®ff.a"ON M".r o X o ,u': TYP BEAM 3 K SLOPE j oil + TO COLUMN s5.33 n MO HSS6X3X14 2 This document is the of erstod ___—___—_—___—__ ~_ _ ___—_—_—_—_—_—_—_—___—_—_—_/_—_—_—_—_—_—_—_—_—___—_—_ —___—___— ARCPHITECTS and is �^ protected by U.S. and II international lows. Use, reproduction, or s533 5 j modification of this s533 55.33 HSSSXSXl/4 j document without first obt.ir 8.5 ______ — 8.5 j ARC HITECTSri ise p rohibited. permission of erstad -- —1—_ _—_—_—_—_—_—_—___—___—___—___—_—_ —_—_—_—_—___—___ ^ This document may not be HSS5X3X1/4 _____—_—_—_—_—_—___� Q ' used in any unauthorized �J \J 02024 2 +1\��� _ manner. ai I I� TYP s5.33 �A-f r l j l i< •� vxi �'p i in W_� x I oil I I III= N 2 O 6 j s51 HSS10x5x1/4 TOS=109'-8" — —_—_— — — — M .13 M ss.33 j 00 2'-9" 5"� I 11'-101, d.9 dl6 y CANOPY FRAMING PLAN 1 7 CANOPY FRAMING PLAN 2 � O O 1 SCALE: 1/2"=V-0" SCALE: 1/2"=V-0" REF SHEET:s1.02 REF SHEET:s1.02 Q� � � O W � �\ }0 leJ � L 8'-0" N 55.02 -- --� -- ——— r_— — CW8 I I � I I 9 I I s5A2 --J I revision: - I no. desc. date I I 15 I s5.33 I I HSSSX4X3/8 SEE NOTE 2 MF18 TOF=95'-0" i project: 231106 NOTES: date: 02.1 1.25 1. VERIFY FINAL ELEVATIO PIT DIMENSIONS WITH FINAL ELEVATOR MANUFACTURER. 2. SIZE AND GUIDE RAIL SUPPORT REQUIREMENTS TO BE VERIFIED WITH FINAL ELEVATOR MANUFACTURER. 3 ENLARGED ELEVATOR PIT PLAN permit set SCALE: 1/4"=V-0" REF SHEET:s1.01 CITY APPROVED PLANS Reviewed for code Comply PLANS MUST BE ON JOB SITE enlarged FOR ALL INSPECTIONS plans s4.01 Page 168 of 180 f�=3000 PSI fc=4000,4500 PSI fc=5000 PSI fc=3000 PSI fc=4000-5000 PSI fc=3000-5000 PSI BAR TOP OTHER BAR TOP OTHER BAR TOP OTHER BAR ALL BAR ALL BAR ALL 10 SIZE BARS BARS SIZE BARS BARS SIZE BARS BARS SIZE BARS SIZE BARS SIZE BARS 6 MIN #3 22" 17" #3 19" 15" #3 17" 13" #3 6" #3 6" #3 12" —----- 1 s\NAI6 #4 29" 22" #4 25" 19" #4 23" 17" #4 8" #4 7" #4 15" #5 36" 28" #5 31" 24" #5 28" 22" #5 SO" #5 9" #5 19° z Lb TYP ,11 #6 43" 33" #6 37" 29" #6 34" 26" #6 12" #6 10" #6 23" BAR OFFSETS 4S00. - 18* 8 #7 63" 48" #7 54" 42" #7 49" 38" #7 14" #7 12" #7 27" O N M\ N B2/u/2s p #8 72" 55" #8 62" 48" #8 56" 43" #8 16" #8 14" #8 30" + IN 90'STD T9 tpP� #9 81" 62" #9 70" 54" #9 63" 48" #9 18 #9 15" #9 34 ^I HOOK y414f. S��G a #10 91" 70" #10 79" 61" #10 71" 54" #10 20" #10 17 #10 39" PRINCIPLE REINFORCING d d#11 101" 78" #11 87" 67" #11 78" 60" #11 22" #11 19" #11 43" FOR BAR HOOKS AND BENDS(FOR GRADE 60,UNCOATED BARS,NORMAL WEIGHT CONCRETE) MINIMUM EMBEDMENT LENGTHS MINIMUM LAP SPLICE LENGTHSBAR D COLUMNTIES BEAM STIRRUPSMINIMUM STRAIGHT DEVELOPMENT LENGTH FOR BARS IN TENSION(Ld) FOR STANDARD END HOOKS(Lan) FOR BARS IN COMPRESSION(Lbc) #3-#8 6dS(#9-#11 Sd D IN LIEUf"=3000 PSI f<=4000,4500 PSI f"=5000 PSI f<=3000 PSI f"=4000-5000 PSI NOTES: #14 AND#18 10d 00° 10d NF FOR LAPBAR TOP OTHER BAR TOP OTHER BAR TOP OTHER BAR ALL BAR ALL 1. "TOP BARS"ARE HORIZ BARS WITH MORE THAN 12"DEPTH OF �'• O SIZE BARS BARS SIZE BARS BARS SIZE BARS BARS SIZE BARS SIZE BARS CONCRETE CAST BELOW THEM. SEISMIC STIRRUP AND TIES HOOK 2 #3 28" 22" #3 25" 19" #3 22- 17" #3 9" #3 8" 2° IF CLEAR CONCRETE COVER IS NOT GREATER THAN THE DIMENSIONS ALL GRADES OF STEEL INTE� CO DIAMETER OF THE BAR OR THE CENTER TO CENTER SPACING IS #4 38" 29" #4 33" 25" #4 29" 23" #4 11" #4 10" O BAR D H(APPROXIMATE) x 17- INCREASED BY A FACTOR OF 1.5. NOT GREATER THAN 2 BAR DIAMETERS,THEN VALUES SHALL BE #5 47" 36" #5 41" 31" #5 36" 28" #5 14" #5 12" #3 1 1/2" 3" #6 56" 43" #6 49" 37" #6 44" 34" #6 17" #6 15" #4 2" 3" NOTES: 3. END COVER FOR HOOKS MUST BE EQUAL TO OR GREATER THAN 6d #7 93" 72" #7 81" 62" #7 72" 56" #7 20" #7 17" 2".SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2 1/2" d #5 2 1/2" 3 314" � 1. WHERE MORE THAN(2)LONGITUDINAL FOOTING BARS #8 0" 81" #8 91" 70" #8 81" 63" #8 22" #8 19" 4. CLASS B-MORE THAN HALF OF THE BARS ARE SPLICED WITHIN 12d UNO d OCCUR,ALL LONGITUDINAL BARS SHALL DOWEL AS SHOWN. #9 105" 81" #9 91" 70" #9 81" 63" #9 25 #9 22 NOTES: A REQUIRED LAP LENGTH.CLASS A-LAP SPLICES MAY BE USED #10 118" 91" #10 102" 79" #10 92" 71" #10 28" #10 25" 1. D=FINISHED BEND DIAMETER #11 131" 101" #11 114" 87" #11 102' 78" #11 31" #11 27" WHERE LESS THAN HALF OF THE BARS ARE SPLICED WITHIN A AR HOOKS&B BENDS 2. d=BAR DIAMETER STIRRUPS&TIES REQUIRED LAP LENGTH BY DIVIDING THE CLASS B LENGTH BY A n n SPANDREL STIRRUPS MINIMUM STRAIGHT DEVELOPMENT FACTOR OF 1.3. MINIMUM CLASS"B"LAP SPLICE LENGTH FOR BARS IN TENSION(Lb) LENGTH FOR BARS IN COMPRESSION(Ldc) 5. REBAR BENDS FOR HOOKS,SEE 2/55.01 REINF SPLICE&DEVELOPMENT LENGTH SCHEDULE REBAR BENDS REINFORCING AT FOOTING INTERSECTIONS 1 SCALE:NTS SCALE:NTS SCALE:NTS FOR DIMENSIONS, m-z T-0" CONTROL JOINT,SAW CUT 1/8"WIDE x 1/4 SLAB SEE PLAN,ARCH, g a g THICKNESS DEEP MIN SAWING MUST OCCUR AS SOON MECH,ETC INi 3 w (1)#4 x 2'0" CONSTRUCTION ui z AS CONCRETE SURFACE IS FIRM ENOUGH SO O t w AT MID-DEPTH OF /CONTROL JOINTS z UJ CONCRETE WILL NOT BE DAMAGED,BUT NO LATER cLL'7 u SLAB ON GRADE(4) SLAB REINFORCING, 2 2 w THAN 12 HOURS AFTER CONCRETE HAS BEEN PLACED. w O ril SIDES A*M (4)VERT SEE PLAN SLAB BARS o d DO NOT CUT OR DAMAGE SLAB REINFORCING. 1/8"MASTIC JOINT BARS TYP STD HOOK ND COLUMN, .. ..� AROUND per,:�,»an. Ne .,a"."N ul z <+�' CONCRETE _ _ _ _ _ z g j SLAB-ON a d — — w GRADE GREASE DOWELS ONE SIDE SUB-GRADE,SEE CORNER 2 VERT OF JOINT ONLY GEOTECH REPORT SUB-GRADE,SEE Pr_\YP I. `r O UNO GEOTECH REPORT O — jl CONSTRUCTION JOINT CONTROL JOINT A CUT EVERY OTHER BAR AT JOINT B RECTANGULAR This document is the OR ROUND property of erstad SLAB SMOOTH DOWEL MAXIMUM CONTROL OPENING ARCHITECTS and is INTERSECTION DEPTH SIZE SPACING SLAB DEPTH JOINT SPACING A PLAN W COLUMN,HSS, protected by U.S. and G ternational lows. Use, reproduction, or� Q VERT 4-6" 3/4"DIA 14" 12" SLAB-ON-GRADE,UNLESS NOTED 'y TUBE,PIPE � modification of this BEND ALT OR CONIC COLUMN UN0 7-8" 1"DIA x 16" 12" 4" 12'-0" (2)#4x 4'-0"AT document without first WAYS •._ 3" SEE PLAN. obtaining written 9-10" 1 1/4"DIA x 18" 12" EXPOSED ARCHITECTURAL SLAB CENTERLINE OF SLAB, REINF BARS FILL WITH CONCRETE 9 - - 4" 8'0" TYPICAL AT ALL SLAB AFTER FLOOR AND permission of erstad ARCHITECTS is prohibited. CORNERS BASE PLATE OR ROOF SLABS ARE This document may not be PIER BELOW POURED used in any unauthorized Lb TYP NOTES: manner. 02024 CORNER BARS(Ld)MAY —I —� —� 1. CONTRACTORS SHALL OBTAIN ARCHITECT/ENGINEER APPROVAL FOR ALL JOINT LOCATIONS. BE USED IN LIEU OF SUB-GRADE SEE BA VERT BENT WALL REINF FOR 2. COMPLY WITH JOINT R04, T RATIO T6 AND AS DETAILING MATERIAL(SP66). GEOTECH REPORT SECTION� PLAN VIEW BARS TYP DOUBLE MAT LAP SPLICES SINGLE MAT 3. SLAB CONTROL JOINT ASPECT RATIO TO BE AS CLOSE TO 1:1 AS POSSIBLE,1.5:1 MAXIMUM. N REINFORCING AT WALL INTERSECTIONS SLAB-ON-GRADE JOINT DETAILS OPENING IN SLAB ON GRADE SLAB-ON GRADE ISOLATION JOINT AT COLUMN C C G M 4 SCALE:NTS 5 SCALE:NTS 6 SCALE:NTS SCALE:NTS (+7 00 2'-6" PROVIDE BOLT WITH HEAVY HEX- PROVIDE 3"DIA HEAD AND NUT OR PLAIN BAR GROUT HOLE • (n CONTROL JOINT OR THREADED AT BOTH ENDS WITH — ---- — NEAR CENTER OF y` SLAB EDGE CONSTRUCTION HEAVY HEX NUT AT EACH END, BASE PLATE JOINT IN SLAB ANCHOR BOLTS SEE NOTE 1 AS REQD T-0" �o SEE SCHEDULE a TYP ;.i oo oo - WASHER BASE PLATE — �-----� SEE SCHEDULE NON-SHRINK GROUT, •� z z SEE 11/s5.01 z z �TOC__ a a SEE PLAN NON-SHRINK GROUT SCHEDULE O 0 0 x LEVELING NUT MAY BE O #4 x 5'-0" 0 o a PROVIDED IF REQUIRED BY BASE PLATE MINIMUM NON-SHRINK GROUT + L j p p o= CONTRACTOR MINIMUM WIDTH THICKNESS(SEE NOTE 1) (Q w YA SLAB EDGE UP TO 16" 1 1/2" o m w a .a-°. WASHER (, O d w N 17"TO 23" 2' (1)#4 TOP AND - _ HEAVY HEX NUT OR 24"TO 35" 2 1/2" BOTTOM AS SHOWN IN CENTERED IN CENTERED BOLT HEAD 4) IN SLAB IN SLAB 36"AND OVER 3" /1 TYPICAL UNO SPOIL THREADS TWO 4­0 PLACES BELOW NUT (113 �+ EXTERIOR INTERIOR NOTES: L 1 l 1. MINIMUM GROUT THICKNESS SHALL BE 2 TIMES > C NOTES: THE ANCHOR BOLTS DIAMETER. 0 1. WHERE OVERSIZE HOLES OCCUR IN BASE PLATES FOR 2. SEE GENERAL NOTES FOR GROUT STRENGTH. W r NOTES: COLUMNS IN BRACED/MOMENT FRAMES,PROVIDE N 1. REINFORCING SHALL BE ORIENTED OPPOSITE DIRECTION OF SLAB EDGE WELDED PLATE WASHERS PER AISC DESIGN GUIDE 1 to CONTROL/CONSTRUCTION JOINT. WITH STANDARD SIZE HOLES PER AISC 360. 8 TRIM BARS AT RE-ENTRANT CORNERS 9 THRESHOLD REINFORCING AT DOOR OPENING 10 HEADED ANCHOR BOLT 11 NON SHRINK GROUT AT BASE PLATE SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS revision: no. desc. date project: 231106 date: 02.1 1.25 permit set CITY APPROVED PIANS concrete "erieweJ� PLANS MUST BE ON JOB SITE details FOR ALL INSPECTIONS s5.01 Page 169 of 180 CENTERLINE SLAB OR WALL DO NOT PASS PIPES THRU THIS AREA - _ FOR SS�ONAL EN 10'-0" PIPE SLEEVES AS ~ 4 wNG�D PROVIDE DOWELS TO FF h' MATCH VERT WALL, ,11 NOTES: EXCAVATION REQD,SEE NOTE 7. I/SSOI SPACING,SIZE AND 18* 8 1. CONTRACTOR SHALL LOCATE BOTTOM OF FOUNDATION FOUNDATION 3D OR 4" m 01 NUMBER NT Bz/u/zs�p EXCAVATION TO AVOID SURCHARGE ON THE LARGER �Ir BEND AS SHALL MATCH LONG 9 OF tOP UTILITIES AND OTHER FOUNDATIONS. FINISH GRADE FINISH GRADE - - - - o">' REQD FOOTING SIZE AND yqy M. RI% 2. CONTRACTOR SHALL COORDINATE ALL - - - - CONDUIT IN SLAB OR WALLS Ll.I '�x NUMBER EXCAVATIONS WITH FOUNDATION REQUIREMENTS. II BOTTOM OF FOOTING ELEVATION 3 SHOWN ON PLAN 3. STEP FOUNDATION AS REQUIRED PER 3/s5.02 4. CONTRACTOR SHALL ADHERE TO THE L0 1 INDICATES THIS POINT RECOMMENDATIONS IN THE GEOTECHNICAL I I �� - OF THE STEPPED NOTES,FOR ALL EXCAVATIONS, i i 2 FOOTING BACKFILL REQUIREMENTS ETC I 1 1'-6"MIN i 5. PIPES PASSING THROUGH FOOTINGS: g LESS THAN 3'0"BELOW FOUNDATION,PROVIDE ,h - SLEEVE AND CONCRETE. MORE THAN T-0"BELOW 3D OR 4" FOUNDATION,STEP FOUNDATION BOTTOM OF EXCAVATION �� THE LARGER PER 3/s5.02 TO MAINTAIN T-0"MAXIMUM. I SHALL NOT EXTEND BELOW SEE CIVIL DRAWINGS in v 9,� 9„ PIPING THRU SLAB OR WALL 6. FOR PIPES ETC WITHIN THE FOOTING THICKNESS, O I i FOR EXISTING UTILITIES SHALL LINE ,. STEP FOOTING AS REQUIRED TO PASS PIPES - i 2 0 SUB-GRADE,SEE y THROUGH STEM WALL. 2 MIN GEO-TECH REPORT "t"MIN 2x"S"MIN 7. SLEEVES SHALL BE A MINIMUM 1"CLR ALL NOTES: AROUND PIPES,CONDUIT,ETC 1. PIPES MUST RUN PERPENDICULAR NOTES: 1 THROUGH WALL(NOT SKEWED) 1. WHERE CLEAR DISTANCE BETWEEN SLEEVES IS IMPOSSIBLE THIS AREA 3"CLR FOR LAP LENGTH FOUNDATION PARALLEL TO EXCAVATION A EXISTING UTILITY PARALLEL TO FOUNDATION B SHALL BE TREATED AS A SLAB OPENING OR AS A WALL OPENING.SEE TYP SEE:1/s5.01 DETAIL 12/s5.02 1 PIPE AND TRENCH LOCATIONS FOR FOUNDATIONS 2 PIPING CONDUIT IN OR THRU WALL OR SLAB 3 STEPPED FOOTING SCALE:NTS SCALE:NTS SCALE:NTS URB WIDTH AS REQD (1)#4x WITH 1'-6"BENDS OR 8"OR LESS,4"MIN z O L9 CURB WHERE OCCURS 1'-6"xI'-6"OWLS AT CORNERS In O�z 3 AND ENDS 3 w H M F a-= 90°STD HOOK ANCHOR SIZE AND LOCATION TOP OF CONIC Lug- w O Z i CO w SLAB ON GRADE PER MANUFACTURER. DO NOT CUT RC DAMAGE N CHAMFER EDGE IF REQD SLAB REINFORCING WHEN " - SEE MECH AND ARCH OWES INSTALLING ANCHORS. CONCRETE SLAB, #4 DOWELS @ 24"OC GREATER THAN 8" • A*M IF • -I I-III p #4 DOWELS @ 24"AROUND REINF PER PLAN r�'�Fe°"°"B""°""°"`"" z PERIMETER OF PAD,AND 1'-8"MAX 1-6"MIN OR -I ¢u NOT LESS THAN ONE AT #4 CONT �30" F 1"CLR m SUB-GRADE,SEE x 3 - FINISH GRADE, w w 6(t)WHICH EVER E w AB's AS REQD EACH CORNER OF PAD.SEE ^' SEE CIVIL #4x I SPACING TO MATCH SLAB GEOTECH REPORT x TOP OF CONIC N~O IS GREATER a w 0 BY OTHERS NOTE 1 3" z ~� #4 DOWELS @ 16"OC 1 6 w¢ - SLAB ON GRADE z o CLR--,_ TOP OF SLAB ON Ln SLAB ON GRADEV�J#4 GRADE OR z J. This document is the (2)#4 CONT WITH 1'-6"BENDS I" ° a STRUCTURAL SLAB v property of erstad 5 0? - III-III III III-III ARCHITECTS and is w L�L z In 1'-4"MIN OR 1'-6"xl'-6"OWLS AT ¢ Co u'In ` - ' 2 #4 CONT protected by U S. and = w (2)#5 CONT O international lows. Use, 00 3 w CORNERS AND AT END OR CURB 1'-0"MIN @ 12"EACH WAY 90°STANDARD e roduct on, or o {'1 z�=g w WHERE CONC OR CMU WALL 6"WALL WITH#4 @ 24"OC EACH IF THESE MIN DIMENSIONS NON-FROST SUSCEPTIBLE HOOK modification of this f O_H a H OCCURS WAY,MIN HORIZ SAND AND GRAVEL FILL document without first M w - o (1)#4 TOP AND BOTTOM ROUGHEN AND CLEAN CANNOT BE MET BECAUSE TO FROST DEPTH,PER #5 CONT obtaining written v CLEAN AND ROUGHEN - - - - OF SITE GRADING OR OTHER permission of erstad JOINT TYP • TO1/4"AMPLITUDE GEO-TECH REPORT ARCHITECTS is NOTES: OFFTHE PAD SHALL gONS,THE ENESS prohibited. This document may not be SUB-GRADE,SEE used in an unauthorized 1. SIZE AND LOCATE CURBS AS REQUIRED. III- I STD 90°HOOK INCREASED UNIFORMILY manner. 02024 2. PROVIDE INSERTS IN CURBS AS PER ARCH AND MECH DRAWINGS GEOTECH REPORT 1'-0" NOTES: OVER THE ENTIRE PAD AREA. 3. FOR HEIGHT SEE ARCH OR MECH 10"MAX 1. WHERE PADS OCCUR AT EXISTING SLABS,DOWEL VERTICAL REINFORCING TO 4. CURBS SHALL MAINTAIN THE SAME CRACK CONTROL SCHEME AS THE SLAB BY EXISTING SLAB WITH STRUCTURAL ADHESIVE AND 3"MINIMUM EMBEDMENT. NOTES: PROVIDING CRACK CONTROL IN THE CURB AT CRACK CONTROL LOCATIONS IN NOTES: 2. VERIFY PAD SIZING WITH FINALIZED EQUIPMENT PRIOR TO PAD 1. VERIFY PAD SIZING WITH FINALIZED EQUIPMENT PRIOR TO PAD THE SLAB. 1. FOR LOCATION AND DEPTH,SEE PLAN OR ARCH DRAWINGS. CONSTRUCTION. CONSTRUCTION. N � CONCRETE CURB STEP IN SLAB ON GRADE HOUSEKEEPING PAD EXTERIOR MECHANICAL PAD TURNED DOWN SLAB AT INTERIOR CONDITIONS C (� Q M 4 SCALE:NTS 5 SCALE:NTS " SCALE:NTS SCALE:NTS SCALE:NTS M 00 SLAB ON GRADE, SEEP N L4x3x3/8x LLV WITH 3/4" _ ? DIA x 6"HEADED ANCHOR y -.- a - STUDS @ 24"OC,EACH SIDE H II III I11 III 24" III III-III SUB GRADE,SEE�' #4 x 24"rDOWELS,T 24"OC - L3x2x1/4 LLV WITH(2)1/2" #4 DOWELS @ 24"OC 3 E GEOTECH REPORT I.'. DIA EXPANSION ANCHORS TRENCH DRAIN x_ _ EACH SIDE 1 _ -. SEE MECH .� SHORE CONCRETE WALL UNTIL WITH 3 1 2"EMBEDMENT a _ w N MATCH AND ALIGN MATCH AND ALIGN - / .' CONNECTING SLABS HAVE - EACH SIDE CONCRETE SLAB SUB-GRADE SEE - VERT REINF WITH CMU VERT REINF WITH ;.� LL WALL REINF ABOVE REACHED DESIGN STRENGTH CMU WALL REINF - ON GRADE GEOTECHNICAL REPORT ;a �+ a 8"UNO ON PLAN ABOVE SUMP PIT 2'-0"x2'-0"x2'-0" (2)#5 BARS w #4 @ 18"OC HORIZ .. DEEP(CONFIRM WITH ELEV ..u FF Ow WATERPROOFING OR 1'_0" it., WATER STOP MFR) -,_ u C DAMPROOFING SEE KEYWAY AT CONSTRUCTION 1 1/2"BAR GRATE ARCH UNO JOINT w (Q Y .. --. ---- -- _ / EACH L2x2x3 8x -a:. - • - SIDE , o � ., - - o .. x- - •. _" #4 U BARS @ a. ,. -�. .. ...- '+ �_ V � � -- - -: 24'1 Q� - ---------- - .. 'r _� _ 2-0' 2'-6"MAX BLOCKOUT AS � O 900 III III-III- R' 8 MIN �_ 6" SEE MECH 1 4 2-12 REQUIRED V u (2)#4x TYP T- Q STD HOOK SUB GRADE,SEE ? 1/4 2-12 }+ PIT SLAB WITH#4 @ #4 U-BARS BOTTOM OF PIT PROVIDE CLASS B LAP GEOTECH REPORT L 16"EACH WAY,TOP SPLICE WITH VERT (3)EACH SLAB BEYOND AND BOTTOM SIDE EACH _ > 0 DIRECTION _ -J 1 SUB GRADE,SEE -III-III-III-III-III-III-III- 1 ES: /��NOTES: 1. FOR INFORMATION NOT SHOWN SEE 9/s5.02 /1 (,fl 1. CMU WALL REINFORCING NOT SHOWN FOR CLARITY. 2. COAT STRUCTURAL STEEL WITH ZINC RICH PAINT. 3. CMU WALL REINFORCING NOT SHOWN FOR CLARITY. 9 ELEVATOR PIT 10 ELEVATOR SUMP PIT 11 FLOOR TRENCH DRAIN 12 BLOCKOUT IN CONCRETE WALL FOR UTILITIES SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS REF SHEET:s4.01 REF SHEET:s4.01 revision: no. desc. date project: 231106 date: 02.1 1.25 permit set foundation CITY APPROVED PLANS details PLANS MUST BE ON)OB SITE FOR ALL INSP-ONS s5.02 Page 170 of 180 COLUMN AND FOOTING CE COLUMN AND FOOTING COLD FORMED STEEL COLUMN AND FOOTING WALL INSULATION, CONTROL JOINT- SEE WALL SECTIONS INSIDE FACE OF CMU ALIGN WITH ADJACENT STEM STUD WALL,SEE PLAN SEE PLAN FOR BASE FOR EXTENTS,SEE ARCH FLUSH WITH INSIDE �l�r SEE PLAN FOR BASE WALL BEYOND, I WALL AND SLAB EDGE WF,HSS,OR WF,HSS,OR PLATE AND ANCHOR FOR ADDITIONAL INFO FACE OF FOUNDATION g ONAI E HSS ROUND,OLUMN WF,HSS,OR PLATE AND ANCHOR HSS ROUND COLUMN BOLTS SEE PLAN o� E iy SEE PLAN FOR SIZE SEE PLAN FOR BOLTS NON-SHRINK GROUT CMU WALL, #4 DOWEL 24" 0`' N� HSS ROUND COLUMN SEE PLAN FOR SIZE DOWELS TO MATCH SIZE a @ 24"OC 6°I BASE PLATE AND AND SPACING OF VERT g ANCHOR BOLTS SEE PLAN FOR SIZE NON-SHRINK GROUT WALL REINF FOR LAP U 2"CLR MIN FROM SEE:11/55.01 y w SEE PLAN I I 18 $ SEE:11/s5.01 Z HORIZ WALL BASEPLATE TO � z `J N ez/u/zs p ISOLATION JOINT � ISOLATION JOINT i ISOLATION JOINT SPLICE SCHEDULE O N REINF CONT I I CONCRETE 'q PS NON-SHRINK GROUT SEE TYP ISOLATION CONCRETE PIER, WALL EDGE SEE TYP ISOLATION SEE 1/s5.21 pp t0 SEE TYP ISOLATION SEE:11/s5.01 AT OPENING SLAB ON GRADE, y c, JOINT DETAILS JOINT DETAILS SEE SCHEDULE CONCRETE PIER, JOINT DETAILS g CONCRETE SLAB ON SEE PLAN Ay M. RIS�� _ FIFE _ FFE SEE SCHEDULE + ___ FFE 3/4"CHAMFER GRADE,SEE PLAN FINISH GRADE a _ ; SEE PLAN __ SEE PLAN v _ SEE PLAN v - _ " - _ I I FINISH GRADE — -- FINISH GRADE — — z _To - -III ° —1 L L _TOCP� —1 _ TOCP� —III "I w SEE PLAN v SEE PLAN v '1 = SEE PLAN v III I . TOP REINF WHERE CONCRETE STEM WALL, BE INSULATION AT SLAB TOP REINF WHERE 0 _ THRESHOLD TOP REINF WHERE " x NOTED IN SPREAD STEM WALL ANDON GRADE SEE DETAIL: 8 s5.03 NOTED IN SPREAD a'j a:"= a= FOOTING SCHEDULE ___ _TOF FOOTING BEYOND NOTED IN SPREAD SEE PLAN / REINFORCING, FOOTING SCHEDULE FOUNDATION INSULATION CONCRETE FOOTING SCHEDULE o N J SEE PLAN J SEE 9/s5.01 w � i' _TOF SEE ARCH STEM WALL, CONCRETE SEE PLAN N III III III III PLAN v SEE PLAN ROUGHEN AND CLEAN w vU u BOTTOM REINF PER LU u BOTTOM REINF PER TO 1/4"AMPLITUDE ROUGHEN AND U 2"CLR BOTTOM REINF, 0 �. o ° "^ 3"IF PLACED AGAINST SEE SPREAD FOOTING w n SPREAD FOOTING LU M -2' SPREAD FOOTING CLEAN TO 1/4" n n —I AMPLITUDE UNDISTURBED SOIL NT FTG, SCHEDULE _ SCHEDULE SCHEDULE 90°STD HOOK —III—III— ALTERNATE —III 21 CLR,-III III—III— III—I21 ICUR, —III III= ALTERNATE BENDS BENDS SEE SCHEDULE 90o STD HOOK SPREAD FOOTING,SEE SCHEDULE 3"IF PLACED AGAINST 3"IF PLACED AGAINST UNDISTRUBED SOIL UNDISTRUBED SOIL SPREAD FOOTING,SEE SCHEDULE SPREAD FOOTING,SEE SCHEDULE 1 INTERIOR COLUMN FOOTING 2 COLUMN FOOTING WITH PIER 3 COLUMN FOOTING WITH PIER AT EXTERIOR STEM WALL 4 HI-R-H CMU EXTERIOR WALL FOOTING 5 EXTERIOR WALL OPENING SINGLE MAT STEM WALL SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS REF SHEET:s1.01 REF SHEET:s1.01 REF SHEET:s3.01 REF SHEET:s3.01 REF SHEET:s1.01 DOWELS TO MATCH SIZE CMU WALL AND SPACING OF VERT CMU WALL, BEYOND, FINISH LAYER, WALL REINF FOR LAP SEE PLAN SEE PLAN SEE ARCH SPLICE SCHEDULE I I SEE 1/55.21 I SAW CUT,SEE COLD FORMED STEEL (1)#5 CONT DETAIL 5/s5.01 1/2"MAX STUD WALL,SEE PLAN A*M N, I I BOTTOM TRACK �u,�nl sd,uL.an,"*I Ne•,•.,"•.."" ROUGHEN AND WALL SEE PLAN BEVEL INSULATION "F.na��n�a AND CONNECTION, CLEAN TO 1/4" CONCRETE SLAB ON CONCRETE SLAB ON „�;F.N�,,,�» r AMPLITUDE GRADE,SEE PLAN GRADE,SEE PLAN SLAB ON GRADE SEE PLAN PER 3/s5.52 CONCRETE SLAB ON STAIRS DESIGN BUILD �� GRADE,SEE PLAN FINISHGRADE • "�®ff,�""�" --III _i I_—III EXTERIORCONCRETE� III—I FELT PAPER OR CONTRACTOR OPTION TO FOUNDATION \ — r GRADE,SEE PLABN N This document is the OTHER BOND _ PLACE FULLY GROUTED - _ _ BEVEL INSULATION AT SLAB THRESHOLD WALL property of erstad FELT PAPER OR =III=III=III= CONCRETE STEM WALL, ON GRADE,SEE DETAIL:B/s5.03 ARCHITECTS and is REINFORCING, BREAKER G_ CMU BELOW FINISH FLOOR OTHER BOND ' SEE PLAN protected by U.S. and BETWEEN cation of this SLAB IN LIEU OF CONCRETE BREAKER SEE 9/s5.01 FOUNDATION INSULATION _ international lows. Use, — — — CONCRETE SEE ARCH — = Q reproduction, or — P AND FOOTING STEM WALL BETWEEN SLAB - — .. 00 G AND FOOTING CONT FTG, SEE SCHEDULE FOUNDATION INSULATION FOOTING, document without first CONCRETE FOOTING, 90°STD HOOK SEE ARCH SEE PLAN ROUGHEN AND CLEAN '~"' r _ SEE PLAN ,a �1, �: / EXTEND THICKENED 'II—III—III (2 #5CONT obtaining written ALTERNATE BENDS TO 1 4"AMPLITUDE ARCHITECTS is prohibited ) permission of erstad SLAB FOR STAIR WIDTH 1'-6" P ALTERNATE —III—III—I 90°STD HOOK PLUS V-6"ON EACH This document may not be BENDS SIDE used 0 in 2024 authorized NOTES: 1. REINFORCING NOT SHOWN FOR CLARITY. CMU INTERIOR WALL FOOTING THICKENED SLAB AT WALL OPENING f� SLAB ON GRADE AT EXTERIOR WALL INSULATION EXTERIOR METAL STUD WALL FOOTING i CONCRETE/STEEL PAN STAIR AT SLAB ON GRADE N � 6 SCALE:NTS SCALE:NTS " SCALE:NTS 9 SCALE:NTS to SCALE:NTS M REF SHEET:s1.01 REF SHEET:s1.01 REF SHEET:s3.01 REF SHEET:s3.02 00 q COLUMN&FOOTING STEEL COLUMN, SEE PLAN FOR BASE SEE PLAN r PLATE AND ANCHOR • (n r / BOLTS SUPPLEMENTAL U-BAR SLAB ON GRADE, rr/'rr TENSION SEE PLAN rr rr NON-SHRINK GROUT REINFORCEMENT r ,fir SEE 11/s5.01 ' •� r/ r 4'-0"LONG SUPPLEMENTAL SHEAR REINFORCEMENT PAPRALLEL WITH COLUMN III STRONG AXIS WITH 90 DEGREE STANDARD HOOKS CMU WALL, y ISOLATION JOINT AT EACH END.ALL BARS TO SEE PLAN m L BE LOCATED WITHIN 12"OF SEE TYP ISOLATION PIER, a W _SO CONCRETE TOP OF CONCRETE AND O FINISH GRADE JOINT DETAILS .x SEE SCHEDULE d OO O" CENTERED LENGTHWISE g w� �••E ADDITIONAL VERTICAL PROVIDE SUPPLEMENTAL ;o a ABOUT THE COLUMN,SEE z a l l /'R+ (� REINF NOT SHOWN FOR SHEAR REINF SEE 12/s5.03 ;.. w NOTE 2 (2)#5 CONT —III=III— 0 V CLARITY d O O O PIER WHERE OCCURS, o SEE PLAN FOOTING, {{, O COLUMN AND BASEPLATE, SEE PLAN w SEE PLAN w W SEE SCHEDULE aw N ° - FOR FOOTING s5.03 a••E o N REINFORCEMENT - -I i— LO ALTERNATE BENDS 90°STD HOOK III=1"I —III=1 =1 =1 =1 =1 =1 =1 =1 =1 I— FOOTING SEE PLAN 90°STD HOOK NOTES: N 1. UTILIZE(7)#4 TENSION U-BARS 2. UTILIZE(4)#5 x 4'-0"SHEAR BARS i FOOTING AT BRACE FRAME WITH PIER i•) SUPPLEMENTAL REINFORCING AT BRACE FRAMES i MASONRY WALL FOUNDATION 11 SCALE:NTS 1 L SCALE:NTS 1 SCALE:NTS REF SHEET:s5.03 revision: no. desc. date project: 231106 date: 02.1 1.25 permit set foundation CITY APPROVED PLANS b details PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS s5.03 Page 171 of 180 TENSION DEVELOPMENT AND LAP SPLICE LENGTH (FOR MASONRY ONLY) _ _ HORIZONTAL REBAR(S)IN „ v � CONTACT WITH VERTICAL REBAR In MASONRY In fm=2000 PSI fm=2500 PSI f,r=3000 PSI NOTES: Y v LU z DESIGN STRENGTH 1. ALL LENGTHS ARE IN INCHES. PLACEMENT 2. FOR BAR PLACEMENT,EDGE DISTANCE(D DIMENSION)SEE 2/s5.21 VERTICAL REBAR IN CENTER OF CELLn VERTICAL REBAR PLACED FOR MAXIMUM do - o = BAR OF BAR CENTER EDGE CENTER EDGE CENTER EDGE 3, WHERE(2)BARS PER CELL OCCUR THEY SHALL BE PLACED PER EDGE ~ SIZE CONDITION,SEE NOTE 2. 18 8 4. 8"CMU(2)BARS PER CELL UP TO#5 ARE PERMITTED.12"CMU(2)BARS HORIZONTAL REBAR IN CONTACT WITH NT O2/11/25 a #3 13.1 13.1 12.0 12.0 12.0 12.0 PER CELL UP TO#7 ARE PERMITTED. HORIZONTAL REBAR IN CONTACT AND INSIDE OF VERTICAL REBAR qrF of tpP� #4 17.4 20.5 15.6 18.4 14.2 16.8 5. NP INDICATES NOT PERMITTED. WITH VERTICAL REBAR y41 M. RIS��G 8" #5 21.8 33.0 19.5 29.5 17.8 27.0 6. #10 AND#11 BARS WHERE SHOWN ON PLANS OR DETAILS REQUIRE Av v -- - - #6 37.1 NP 33.2 NP 30.3 NP MECHANICAL SPLICE. - - - - BAR PLACEMENT a IN HI-R-H CMUn #7 51.4 NP 46.0 NP 42.0 NP SINGLE CURTAIN HORIZONTAL BAR DOUBLE CURTAIN HORIZONTAL BAR #3 13.1 13.1 12.0 12.0 12.0 12.0 (VERTICAL BAR CENTERED) (VERTICAL REBAR PLACED FOR MAXIMUM 40 #4 17.4 20.5 15.6 18.4 14.2 16.8 VERTICAL REBAR CENTERED VERTICAL REBAR PLACED FOR MAXIMUM d VERTICAL REBAR PLACEMENT IN HI-R-H SO" #5 21.8 33.0 19.5 29.5 17.8 27.0 d(inches) NORMAL ACTUAL d NORMAL ACTUAL NORMAL ACTUAL #6 34.0 54.0 30.4 54.0 27.8 52.1 THICKNESS THICKNESS(t) (INCHES) THICKNESS THICKNESS(t) #3-#6 #7 #8 #9 THICKNESS THICKNESS(t) dLNr(inches) dExT(inches) #7 39.7 NP 35.5 NP 32.4 NP 8"CMU 7 5/8" 3.8 8"CMU 7 5/8" 5.25 5 4.625 NP 10"CMU 9 5/8" 3 3/8" 6 3/8" #4 36.0 NP 33.0 NP 30.0 NP SO"CMU 9 5/8" 4.8 10"CMU 9 5/8" 7.25 7 6.625 6.25 10" #5 60.0 NP 53.0 NP 49.0 NP HI-R H #6 118.0 NP 106.0 NP 96.0 NP #7 172.0 NP 154.0 NP 140.0 NP NOTES: 1. WHERE TWO VERT REINF BARS OCCUR IN A CELL,BARS SHALL BE SECURED IN PLACE BY A BAR POSITIONER AT THE TOP AND BOTTOM,AND AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS. TENSION DEVELOPMENT AND LAP SPLICE LENGTH MASONRY ONLY (;) )_REBAR PLACEMENT IN CMU 1 SCALE:NTS L SCALE:NTS PROVIDE SASH TYPICAL VERTICAL EMBEDMENT SCHEDULE BLOCKS AT CONTROL JOINT FULL HEIGHT GROUT AND BREAK SHELL AT BOLT MIN EMBED MIN WALL JOINTS FILL WITH U-SHAPED INSULATION INSERTS REINFORCE(3) HORIZ REINF,TYP U-SHAPED INSULATION BREAK SHELLS AND DIA UNO THICKNESS POLYSULFIDE AT STANDARD BLOCK CELLS AS SHOWN ������ INSERTS AT STANDARD OMIT INSULATION AS SEALANT EACH SIDE, AT CORNER _ BLOCK REQUIRED AT HORIZ REINF 1/2" 4" 7 5/8" TYPICAL VERTICAL SEE SPECS OR ARCH w w 5/8" 5" 7 5/8" PREFORMED RUBBER JOINT FULL HEIGHT PREFORMED RUBBER z U z U GROUT AND REINF A*M 180a STD HOOK FILLER,TYP FILLER,TYP t a F,a- (3)CELLS MIN AT 3/4" 6" 11 5/8" TYP AS INDICATED wNa CORNER wa GROUT AND CORNER w 7/8" 6" 115/8" ON PLAN F-g OPEN END g REINFORCE(3) z0 U MINIMUM "a BLOCK,TYP CELLS AS SHOWN '""'°�°"""' SEE NOTE 3, - AT CORNER HI-R-H BLOCK EMBEDMENT STOP EVERY 8"BLOCK AND FILLER w a BLOCK PROVIDED AT g WASHER SEE NOTE 2 OTHER HORIZ SEE NOTE 3, STANDARD BLOCKS OR HORIZ REINF AT FLOOR LINES, CORNER CONDITIONS 8"STANDARD BLOCK WASHER , "�®ff ""�" BAR EXCEPT AS STOP EVERY OTHER HALF BLOCKS ADJACENT ROOF LINES,AND LINTEL LINES WHERE BLOCK WIDTH BREAK SHELL AT AND FILLER BLOCK SPOIL THREADS NOTED BELOW HORIZ BAR EXCEPT TO JOINT. SHALL BE CONTINUOUS THROUGH EXCEEDS STANDARD PROVIDED AT CORNER TWO PLACES ANCHOR BOLT AS NOTED BELOW JOINT;OTHER HORIZ REINF SHALL HORIZ REINF,TYP TYP 8"BLOCK CONDITIONS BELOW NUT This document is the TYP HI-R-H BLOCK HAVE ONE BAR CONTINUOUS THROUGH BEND ALT OPEN END PROVIDE BOLT WITH property of erstad JOINT AND ONE BAR TERMINATED BLOCK,TYP HEAVY HEX HEAVY HEX-NUT ARCHITECTS and is PLAN SINGLE MAT PLAN DOUBLE MAT INTERSECTION WAYS HI-R-H BLOCK protected by U.S. and WITH 180 DEGREE STD HOOK. NUT H PLATE OR OTHER international lows. Use, BOLT HEAD CONNECTED ELEMENT reproduction, or NOTES: SHELL-I, modification of this HI-R-H CMU WALL SEE NOTE 3 zllIY"--All"` MASONRY SHOWN, document without first 1. CONTRACTOR SHALL OBTAIN ARCHITECT'S APPROVAL OF JOINT LOCATIONS,WHICH SHALL NOT CONCRETE IS SIMILAR obtaining written EXCEED 24'-0"OC GROUT AND TENSION permission of erstad 2. HORIZ REINF AT FLOOR LINES,ROOF LINES,LINTEL LINES,AND EVERY OTHER HORIZ BAR(OR GROUT AND TENSION REINFORCE (4) LAP SPLICE ARCHITECTS is prohibited. BAR SET)SHALL BE CONTINUOUS THROUGH JOINT. REINFORCE (4) LAP SPLICE CELLS AS SHOWN This document may not be 3. PROVIDE VERT WALL REINF EACH SIDE OF JOINT,#5 BARS MIN CELLS AS SHOWN AT INTERSECTION NOTES: used in any unauthorized 1. MINIMUM BOLT SPACING SHALL BE 12 BOLT DIAMETERS UNO,MINIMUM manner. 02024 4. WHEN MASONRY CONTROL JOINTS ARE LOCATED AT JAMBS,OFFSET JOINT AROUND LINTEL AT INTERSECTION DOUBLE MAT SINGLE MAT HI-R-H CMU CORNER EDGE DISTANCE SHALL BE 6 BOLT DIAMETERS. BEAMS AT TOP OF OPENINGS,SEE 7/s5.21 OTHERWISE,MASONRY CONTROL JOINTS SHALL 2. 1"MIN GROUT ALL AROUND BOLTS IN MASONRY SHELL. NOT BE LOCATED CLOSER THAN V-0"TO JAMB. NOTES: 3. GROUT CELL FOR A MINIMUM OF 6"ABOVE AND BELOW THE BOLTS. 5. DO NOT PLACE CONTROL JOINT WITHIN(1)BLOCK OF BEAM POCKETS OR BEAM EMBED PLATES. 1. TENSION LAP SPLICE PER SCHEDULE 1/s5.21 CMU WALL CONTROL JOINT CMU WALL INTERSECTIONS ANCHOR BOLT EMBEDMENT N � C M 3 SCALE:NTS SCALE:NTS 5 SCALE:NTS M WHERE STRAIGHT MASONRY CONTROL JOINT LOCATION TOP OF WALL,SILL, EXTENSIONS IS NOT WHEN REQD AT JAMB,SEE NOTE 4 TOP OF WALL,SILL,OR OR LINTEL DEPTH HORIZ WALL REINF •- POSSIBLE,EXTEND ON DETAIL 3/s5.21 SCHEDULE PER PER SCHEDULE y BARS AS FAR O HRIZ WALL HORIZ AS POSSIBLE A nl INSULATION INSERT W AND HOOK E (2)#5 MIN EACH JAMB, REINF U-BARS TO MATCH VERT WALL ONLY(NO INSERT'B' VERT WALL REINF }+ z WALL REINF TYPICAL REINF SEE NOTE 1 TYP ALLOWED AT LINTELS) BOND BEAM OVERLAP �m Iw - (2)#5 EACH j I VERT WALL REINF z UU 180 DEG HOOK, I •� EQUAL TO TENSION LAP O HI-R-H BLOCK �j Q z o a JAMB _ EMBED, ROTATE ABOUT VERT •_ SPLICE FROM 1/s5.21 O z B SEE SCHEDULE Ln o_ AXIS AS REQ'D TO FIT m 0 0 LINTEL REINF z U z EMBED, 2'-0"MIN �s_ w o_ STANDARD U-BLOCK .._=w SEE SCHEDULE SEE DETAIL F g = w N/ o SCHEDULE (NO INSULATION) 2'-0"MIN 180 HOOK LINTEL REINF SEE MASONRY WALL p p U LU SEE PLAN _ z SINGLE MAT DOUBLE MAT HI-R-H CMU WALL SCHEDULE Otn O B 5N A (z)#5 1 i FLOOR LINE U-BARS TO MATCH HORIZ a U-SHAPED INSULATION BOND BEAM, w WALL REINF,AS INDICATED INSERTS AT STANDARD BLOCK SEE SCHEDULE, co N WALL REINF STD 1800 HOOK AS ON PLAN HI-R-H BLOCK NOTES,OR (2)#5 TYP INDICATED ON PLAN STANDARD BLOCKS � O DETAILS SEE NOTE 3 (2)#5 VERT MIN- OR HALF BLOCKS V PROVIDE DOWELS TO MATCH JAMB Ld OR Ldh FOR CONC ADJACENT TO JAMB BARS,TYP LAP SPLICE SEE NOTE 2 +L+ TERMINATE ONE `V HORIZ BAR WITH > C NOTES: 180 DEGREE STD 1. EXTEND JAMB BARS FULL HEIGHT OF WALL WHEN SINGLE MAT DOUBLE MAT HI-R-H CMU WALL HOOK r WIDTH OF OPENING IS MORE THAN 4'4'. 7@1N 2. TYPICAL TENSION LAP SPLICE PER SCHEDULE 1/s5.21 B to 3. HOOK MAYBE TURNED UP OR DOWN AS REQUIRED. STEP IN BOND BEAM CMU WALL OPENINGS AND DETAILS 6 SCALE:NTS SCALE:NTS revision: no. desc. date project: 231106 date: 02.1 1.25 permit set CITY APPROVED PLANS masonry ft­_�TBEONJOBS details PLANS MUST BE ON 108 SITE FOR ALL INSPECTIONS s5.21 Page 172 of 180 CMU WALL, PROVIDE(2)3/4"DIA THREADED CMU WALL, PROVIDE(2)3/4"DIA THREADED SEE PLAN STUDS,WELDED TO BEARING SEE PLAN STUDS,WELDED TO BEARING PLATE.INSTALL STUDS IN PLATE.INSTALL STUDS IN CMU WALL, 1/4 3 CMU WALL, 1/4 3 SEE DECK CENTER OF SHORT SLOTTED CENTER OF SHORT SLOTTED SEE PLAN CONCRETE SLAB SEE PLAN CONCRETE SLAB CMU WALL, AI EN�iy LEDGER DETAIL HOLES IN BEAM FLANGE SEE DECK o FOR BOND BEAM (SLOTS PARALLEL TO BEAM SPAN) LEDGER DETAIL HOLES IN BEAM FLANGE OVER STEEL DECK, OVER STEEL DECK, SEE PLAN ,11 REQUIREMENTS FOR BOND BEAM (SLOTS PARALLEL TO BEAM SPAN) SEE PLAN FOR SEE PLAN FOR (WHERE DECK STEEL BEAM,SEE PLAN REQUIREMENTS ' STEEL BEAM,SEE PLAN DECK DIRECTION DECK DIRECTION ANGLE LEDGER, 181 $ SEE 8/s5.22 NT"z/u/zs p OCCURS) 3 SOLID GROUT OCCURS) ECK 16 DEEP BOND _ - - 16"DEEP BOND ,_ grF OF tpP� 24"DEEP BOND y G BEAM POCKET 2„ I SOLID GROUT BEAM WITH BEAM WITH S]I MIN qy M. BEAM POCKET 2 #4 CONT TOP (2)#4 CONT TOP BEAM WITH STIFF I E, DO NOT WELD O L4x4x1/4XCONT L4x4x1/4xCONT (2)#4 CONT TOP EACH SIDE, .. STIFF PL 3/8" DO NOT WELD &BOTTOM &BOTTOM w w BEAM FLANGE .. SPLICE,IF REQD SPLICE,IF REQD &BOTTOM SEE 3/s5.31 M O TO PLATE EACH SIDE, w w BEAM FLANGE AT EMBED PLATE AT EMBED PLATE t SEE 3/s5.31 w H TO PLATE GROUT AROUND O ANCHOR STUDS SHALL BEARING PL 3/4x6xBEAM z / EMBED PL 3/8x6x0'-6" EMBED PL 3/8x6x0'-6" io BE PLACED FLANGE WIDTH+6" BEARING PL 3/4x5xBEAM WITH(2)3/4"DIA x 6" WITH(2)3/4"DIA x s" AT LEAST 2 HOURS FLANGE WIDTH+6" #4 DOWELS LONG HEADED STUDS #4 DOWELS LONG HEADED STUDS BEARING PL 3/4x6x1'-2" VERTICAL REBAR, (MIN 12"OVERALL PLATE LENGTH) - AFTER THE GROUT SEE NOTE 2 WITH(2)3/4"x8"HEADED STUDS ON (MIN 12"OVERALL PLATE LENGTH) @ 24"OC 24" ". @ 3"GA;SPACE @ 24"OC 24" @ 3"GA;SPACE WITH(2)3/4"DIA x8" ---- -- POUR IMMEDIATELY WITH(2)3/4"x8"HEADED STUDS ON 24"r PLATES @ 48"OC 24f PLATES @ 48"OC LONG HEADED STUDS @ BELOW WALL INSULATION, 8'GAGE.FLUSH PLATE TO INSIDE 8'GAGE.FLUSH PLATE TO INSIDE SEE WALL SECTIONS FACE OF CMU.OMIT INSULATION AT 8"GA.PLATE TO BE FOR EXTENTS,SEE ARCH EMBEDS. VERTICAL REBAR, FACE OF CMU FLUSH WITH INSIDE FOR ADDITIONAL INFO (2)#5x5'-0"CENTERED SEE NOTE 2 (2)#5x5'-0"CENTERED FACE OF CMU WALL. PILASTER WHERE APPLICABLE; UNDER BEAM UNDER BEAM (2)#4 x 4'-0" OTHERWISE PROVIDE TYPICAL NOTES: NOTES: CENTERED UNDER VERTICAL WALL REINFORCING 1. GROUT AROUND ANCHOR STUDS SHALL BE PLACED A MINIMUM OF 2 HOURS 1. GROUT AROUND ANCHOR STUDS SHALL BE PLACED A MINIMUM OF 2 HOURS JOIST IN(3)CELLS UNDER BEARING AFTER GROUT POUR IMMEDIATELY BELOW. AFTER GROUT POUR IMMEDIATELY BELOW. PLATE 2. PILASTER WHERE APPLICABLE;OTHERWISE PROVIDE TYPICAL VERTICAL 2. PILASTER WHERE APPLICABLE;OTHERWISE PROVIDE TYPICAL VERTICAL NOTES: WALL REINFORCING IN MIN(3)ADJACENT CELLS FROM BEARING PLATE TO WALL REINFORCING IN MIN(3)ADJACENT CELLS FROM BEARING PLATE TO 1. COORDINATE ROOF SLOPE WITH PLAN AND ARCH FOUNDATION. FOUNDATION. 2. GROUT JOIST POCKETS SOLID. BEAM BEARING PERPENDICULAR TO 10" HI-R CMU WALL BEAM BEARING PERPENDICULAR TO 8"CMU WALL SLAB ON DECK LEDGER TO 10" HI-R CMU WALL SLAB ON DECK LEDGER TO 8" CMU WALL STEEL JOIST POCKET AT 10" HI-R CMU WALL 1 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS REF SHEET:s3.01 REF SHEET:s1.02 REF SHEET:s3.01 REF SHEET:s1.02 REF SHEET:s3.01 CMU WALL, ANGLE LEDGER, CMU WALL,SEE PLAN SEE PLAN SEE 8/s5.22 TYP TYP BOLSTER ANGLE SII MIN /�y��/��\�y��y�� 16"DEEP BOND BEAM 3/16 2 3/16 2 L2 1/2x2 1/2x1/4 AT SOLID GROUT BEAM POCKET, `T 16"DEEP BOND BEAM 16"DEEP BOND BEAM WITH(2)#4 CONT TOP K SERIES JOISTS PLACE GROUT BEFORE ANY &BOT,STEP AS REQD SJI MIN WITH(2)#4 CONT TOP ROOF DECK,SEE WITH(2)#4 CONT TOP ROOF DECK,SEE UPPER BEAMS ARE STACKED ABOVE FOR ROOF SLOPE &BOT,STEP AS REQD - PLAN FOR DECK &BOT,STEP AS REQD - PLAN FOR DECK _ FOR ROOF SLOPE DIRECTION FOR ROOF SLOPE DIRECTION Ni SEE DECK LEDGER _ 3/16 3-12 ROOF DECK, $TEFL BEAM,SEE PLAN u,�"i sd,uL.an,"* ueupuef e4P"" _ SEE PLAN (2)#5 in DETAIL FOR BOND .N� r BEAM REQUIREMENTS SEE NOTE 1 WEB STIFFENER BEARING PL3/4x5 1/2x1'-2" CO L3x3x1/4x SPLICE L3x3x1/4x SPLICE SEE 3/s9 31k(2) /4 4 �"�®ff WITH(2)3/4"DIA x8" AT WELD PLATE AT WELD PLATE LONG HEADED STUDS /4 4 @ 8"GA,PLATE TO BE 1 1/2" This document is the FLUSH WITH INSIDE FACE EMBED PL3/8x6x0'-6" EMBED PL3/8x6x0'-6" property of erstad WITH(2)3/4"DIA x 6" WITH(2)3/4"DIA x 5" JOIST PER PLAN JOIST WHERE OCCURS NON-SHRINK ARCHITECTS and is OF CMU WALL LONG HEADED STUDS LONG HEADED STUDS GROUT __ BEARING PL 3/4x6x1'-0" protected by U.S. and VERTICAL REBAR,SEE NOTE 2 CMU WALL, AT 3"GA;SPACE CMU WALL, AT 3"GA;SPACE PL 3/4"x6"xl'-4"WITH BOND BEAM,SEE GSN WITH(2)3/4"DIAx8" international lows. Use, (2)#4 x 4'-0" SEE PLAN :: PLATES 48"OC SEE PLAN PLATES 48"OC `�' ANCHOR STUDS @ 8"GA reproduction, or of this CENTERED �a @ AN HO DIA x6"LONG CMU WALL,SEE PLAN document modification without first UNDER JOIST ANCHOR STUDS @ 8"OC obtaining written SEE NOTE 1 VERTICAL REBAR, 24". permission of erstad NOTES: SEE NOTE 2 (3)#4 x �' ARCHITECTS is prohibited. 1. GROUT AROUND ANCHOR STUDS SHALL BE PLACED A MINIMUM OF 2 HOURS HAIRPINS �- °° This document may not be AFTER GROUT POUR IMMEDIATELY BELOW. #5 MIN VERT used in any unauthorized 2. PILASTER WHERE APPLICABLE;OTHERWISE PROVIDE TYPICAL VERTICAL WALL NOTES: manner. 02024 REINFORCING IN MIN(2)ADJACENT CELLS FROM BEARING PLATE TO 1. COORDINATE ROOF SLOPE WITH PLAN AND ARCH. NOTES: FOUNDATION. 2. PILASTER WHERE APPLICABLE;OTHERWISE PROVIDE TYPICAL 1. GROUT AROUND ANCHOR STUDS SHALL BE PLACED A MINIMUM OF 2 3. COORDINATE ROOF SLOPE WITH PLAN AND ARCH. VERTICAL WALL REINFORCING IN MIN(2)ADJACENT CELLS FROM HOURS AFTER GROUT POUR IMMEDIATELY BELOW. 4. GROUT JOIST POCKETS SOLID. BEARING PLATE TO FOUNDATION. STEEL JOIST POCKET AT 8"CMU WALL ROOF DECK LEDGER TO 10" HI-R CMU WALL ROOF DECK LEDGER TO 8" CMU WALL JOIST BEARING ON CMU WALL BEAM BEARING PARALLEL TO WALL NCD i M 6 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS 10 SCALE:NTS M REF SHEET:s3.01 CQ CMU WALL,SEE PLAN Y PL 3/8x8xCONT WITH CMU WALL,SEE PLAN------------. 1/4 3 L3x3x1/4 WITH(3)KWIK BOLT 3 y PROVIDE(2)3/4"DIA THREADED 3/4"DIA x 6"HEADED CONCRETE SLABSTEEL BEAM,SEE PLAN WITH 5"MIN EMBEDMENT STUDS @ 24"OC,LINO OVER STEEL (2)#5 WT4x29xAS REQUIRED- #4x5'-0"DOWEL AT 24"OC. CONCRETE SLAB STUDS,WELDED TO BEARING EXPANSION BOLT.SEE JOIST DECK,SEE PLAN 1'-6"MIN,EMBED IN CMU STAGGER STRAIGHT DOWEL OVER STEEL DECK, PLATE.INSTALL STUDS IN DECK NOT SHOWN FOR MANUFACTURER FOR LENGTH }+ SPACING WITH HOOKED SEE PLAN FOR CENTER OF SHORT SLOTTED AWITH WEB STIFFENER BAR SPACING DECK DIRECTION HOLES IN BEAM FLANGE AND AND SPACING REQUIREMENTS EACH SIDE,SEE 3/s5.31 1 ___ ___ _____ ______ TYP STEEL BEAM,SEE PLAN (SLOTS PARALLEL TO - .. ) .:BEAM SPAN 2 SOLID GROUT BEAM POCKET CY - L4x4x1/4xCONT STIFF PL 3/8" E SPLICE,IF REQD DO NOT WELD (2)#5 CONT EACH SIDE, - 0 = L_ 16"DEEP BOND BEAM BEAM FLANGE 0 1/4 10"MIN AT EMBED PLATE SEE 3/s5.31 w w BOND BEAM j &BOWITH TTOM 4 CONT TOP o~ TO PLATE CY /��+ EMBED PL 3/Sx6x0'-6" . \V V ` WITH(2)3/4"DIA x s" BEARING PL 3/4x5xBEAM -- CMU WALL, 5/16 3 LONG HEADED STUDS CMU WALL, FLANGE WIDTH+6" SEE PLAN SOLID GROUT #4 DOWELS PV @ 3"GA.SPACE SEE PLAN 1 1/2" POCKET @ 24"OC 24" (MIN 12"OVERALL PLATE LENGTH) BRIDGING PER JOIST NON SHRINK 24„ PLATES @ 48"OC. WITH(2)3/4"x8"HEADED STUDS ON MANUFACTURER O 3/8"PL x AS REQD [- STAGGER PLATES ON 8"GAGE.FLUSH PLATE TO INSIDE //���� (� GROUT LOCATE HOOKED DOWELS W OPPOSING SIDES OF VERTICAL REBAR, FACE OF CMU CMU OR BRIDGING CONNECTIONS PER VERT REINF SEE PLAN IN SAME CELL 4_0 o AND PILASTER SCHEDULE WALL SEE NOTE 2 CONC WALL JOIST MANUFACTURER (2)#5x5'-0"CENTERED RECOMMENDATIONS L M UNDER BEAM / C NOTES: 1. GROUT AROUND ANCHOR STUDS SHALL BE PLACED A MINIMUM OF 2 HOURS NOTES: AFTER GROUT POUR IMMEDIATELY BELOW. r 1. FOR ADDITIONAL INFORMATION,SEE 10/s5.22 2. PILASTER WHERE APPLICABLE;OTHERWISE PROVIDE TYPICAL VERTICAL NOTES: N WALL REINFORCING IN MIN(3)ADJACENT CELLS FROM BEARING PLATE TO 1. SEE PLAN,JOIST NOTES AND MANUFACTURER FOR BRIDGING NOTES. to FOUNDATION. i EMBED PLATE AT SLAB ON DECK OVER WALL i'1 DRAG STRUT PARALLEL TO WALL i SLAB ON DECK LEDGER AT BOTH SIDES OF CMU WALL i BEAM BEARING PERPENDICULAR TO 8"CMU WALL i STEEL JOIST BRIDGING AT CMU WALL 11 SCALE:NTS 12 SCALE:NTS 13 SCALE:NTS 14 SCALE:NTS 1 SCALE:NTS REF SHEET:s1.02 REF SHEET:s1.02 revision: no. desc. date CMU WALL, CMU WALL, PL 5/8x12xBEAM DEPTH SEE PLAN SEE PLAN SEE DECK LEDGER DETAIL +3"(MIN V-6"OVERALL SEE DECK PL5/8X12XBEAM DEPTH SEE DECK rPL5/8X12XBEAM DEPTH FOR BOND BEAM PLATE HEIGHT) ROOF DECK, LEDGER DETAIL +3"(MIN V-6"OVERALL LEDGER DETAIL +3"(MIN V-6"OVERALL REQUIREMENTS(WHERE WITH(6)3/4"DIA x 5" SEE PLAN FOR BOND BEAM PLATE HEIGHT) FOR BOND BEAM PLATE HEIGHT) DECK OCCURS) HEADED STUDS REQUIREMENTS . . WITH(6)3/4"DIA x 5" REQUIREMENTS WITH(6)3/4"DIA x 5" @ 8"GA (WHERE DECK HEADED STUDS (WHERE DECK HEADED STUDS OCCURS) @ 8"GA OCCURS) @ 8"GA PL 3/8x6"WIDE x CONT WITH 3/4"x 6"HEADED o OD STUDS @ 24",UNo o ® project: 231106 (2)#s x s-o" BI® (2)#s x 5'-0" TOP&BOTTOM, - TOP&BOTTOM, - date: 02.1 1.25 CENTERED ON ;a p CENTERED ON 00 BEAM -= BEAM -_ (2)#s x 5" 1.TOP& STEEL BEAM,SEE BOTTOM,CENTERED PLAN (2)#5 CONT CMU WALL, w m STEEL BEAM,SEE w O m 7 STEEL BEAM,SEE ON BEAM,FOR U x PLAN U F PLAN BALANCE OF INFO, CONNECTION PLATE, SEE PLAN z o w z P w H CYw ZO'w SEE BOLTS AND WELD, permit set a CONNECTION PLATE, a CMU WALL, SEE 1/s5.31 a z BOLTS AND WELD, ¢z 1/4 SEE PLAN SKEW PLATE AS u' SEE 1/s5.31 u'I NEEDED VERTICAL REBAR, SKEW PLATE AS VERTICAL REBAR, VERTICAL REBAR, SEE NOTE 1 NEEDED SEE NOTE 1 SEE NOTE 1 CITY APPROVED PLANS R..,IMU1r1ON1"R,W masonry NOTES: NOTES: NOTES: vuNs musr eE oN LOR s"E NOTES: 1. PILASTER WHERE APPLICABLE;OTHERWISE PROVIDE TYPICAL 1. PILASTER WHERE APPLICABLE;OTHERWISE PROVIDE TYPICAL 1. PILASTER WHERE APPLICABLE;OTHERWISE PROVIDE TYPICAL FOR ALL INSPECTIONS details 1. GROUT AROUND ANCHOR STUDS SHALL BEAT LEAST VERTICAL WALL REINFORCING IN MIN(3)ADJACENT CELLS FROM VERTICAL WALL REINFORCING IN MIN(3)ADJACENT CELLS FROM VERTICAL WALL REINFORCING IN MIN(3)ADJACENT CELLS FROM (2)HOURS AFTER THE GROUT POUR IMMEDIATELY BELOW. BEARING PLATE TO FOUNDATION. BEARING PLATE TO FOUNDATION. BEARING PLATE TO FOUNDATION. 16 ROOF DECK BEARING AT TOP OF CMU WALL 17 BEAM EMBED AT WALL 18 HSS BEAM EMBED TO CMU 19 BEAM AT TOP OF CMU WALL s5.22 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS REF SHEET:s1.02 REF SHEET:s3.02 Page 173 of 180 3"MAX 3"MAX 1 1/2" 3"MAX BEAM CONNECTION SCHEDULE 1 1/2" rJ a TYP TYP 1 1/2"TYP` SHEAR PLATE,TYP NOMINAL SHEAR SIZE OF SHEAR PLATE,TYP C a SHEAR PLATE,TYP i�a MEMBER BOLT COUNT PLATE FILLET 3"MAX AISC MIN 3"MAX r I r DEPTH AND SIZE THICKNESS WELD COMMENTS F1/4"CAP PLATELUSH WITH BEAM AISC MIN SEE SCHED `'St 0AL ENS/y 6" (2)7/8"DIA 3/8 1/4 SEE TYPE E WHERE APPLIES (2)7/8"DIA 3/8 1/4 - 1 SIDED OR 2 SIDED ,�$ $ �' 41 --- - - --- 12"-14" (3)7/8"DIA 3/8 1/4 - W BEAM BOLTS,CONN NT O2/11/25�O a SEE a SEE 16" (4)7/8"DIA 3/8 1/4 - - == PLATE,WELDS,ETC q OF 13 SIS EE •+ SCHEDULE, -� SCHEDULE, 18" (4)7/8"DIA 3/8 1/4 _ 0"LL ®I I SEE 1/s5.31 SEE SCHED yqy M. RISo SCHEDULE, SEE NOTE 1 TYP TYP 21" (5)7/8"DIA 1/2 5/16 FLUSH WITH ®I 2 SIDED BEAM TO BEAM TYP SINGLE SIDED BEAM TO BEAM o BEAM TO COLUMN FLANGE 24" (6)7/8"DIA 1/2 5/16 STUD WALL -- -- 3"MAX. 27" (7)7/8"DIA 1/2 5/16 - BOLTS,CONN I I , PLATE,WELDS, I I PLATE TOP A*KNESS 3"MAX \d 1 1/2" COPE OR BLOCK 30" (8)7/8"DIA 1/2 5/16 - ETC SEE 1/55.31 SEE SCHED THICKNESS T 3 ^' TYP BOTTOM FLANGE 33" (9)7/8"DIA 1/2 5/16 - CUT TUBE,SLIDE 1 1/2" SHEAR PLAT .. HSS COLUMN KNIFE PLATE ASSEMBLY 2 SIDED OR 3 SIDED MID TYp SEE SHEAR 1 1/2" 1 1/2" 36" (10)7/8"DIA 1/2 3/8 - IN AND REPLACE TUBESCHEDULE, TYP TYpTYP PLATE vWwi �. ? 40" (11)7/8"DIA 1/2 3/8 SECTION WITH FULLMAIN z E 44" (12)7/8"DIA 1/2 3/8 - PENETRATION WELD® MEMBER TOP AND BOTTOM SEESCHED ® NOTES:-U® ti 1. WHERE(6)OR MORE BOLTS ARE REQUIRED,PROVIDE FULL HEIGHT Z 3"MAX STIFFENER PLATE.(THICKNESS TO MATCH THICKNESS OF SHEAR SIDE (3)SIDES,SEEPLATE ON SIDE INDICATED.) SEESCHED 1/4 PLATE TO COL MEMBER a SEE SCHEDULE,TYP 2, ALL BOLTS SHALL BE A325-N,EXCEPT AT SLIP CRITICAL1/4 FLANGES,TYP SCHEDULE, NOTES:COL PLAN SYMBOL CONNECTIONS.(SEE NOTE 3) 4 SIDED (+1/2,-0) TYP 3. PROVIDE A490-SC BOLTS FOR ALL SLIP CRITICAL CONNECTIONS. 1. DRILL STRESS RELIEVING HOLE PRIOR TO SLOTTING TUBE, BEAM TO COLUMN WEB D BOLTED CONNECTION AT 6"DEPTH OR LESS MEMBER E BEAM TO BEAM WITH FULL HEIGHT STIFFENER F HOLE SHALL BE 1/8"LARGER THAN PLATE WIDTH. 4. PROVIDE ADDITIONAL PLATE WHEN d>D/3 PER 13/55.33 IV BEAM CONNECTION DETAILS W BEAM TO HSS COLUMN CONNECTION Poll 1 SCALE:NTS 2 SCALE:NTS REF SHEET:s3.02 (2)3/4"DIA BOLTS EACH END PRIMARY ROOF REQUIRED JOIST BEARING 2 1/2" BEAMS,SEE FOR K SERIES,4"FOR LH AND DLH / �/�y��J�/���/�� L3x3x1/4 FOR L<=6'-0" PLAN SERIES.WHERE REQD BEARING IS - -� L4x4x3/8 FOR L<=10'-0" 1/2 GA NOT AVAILABLE PROVIDE SPECIAL L5x5x1/2 FOR L<=14'-0" C6 ROD SUPPORT 1/8"x 1 FOR K JOIST AISC MIN 1"AT K JOIST SEATS SEE SCHEDULE FOR BEAM,SEE PLAN 2"AT STIFFENER PL 3/8" a e- AND NOTE CONT EDGE PL- 1/4'x 2 FOR LH JOIST 1" MINAISC ftF.mi*���E°ary"f ueupuef"°°"" NUMBER O BOLTS LH TYPICAL UNLESS ;D �L - _ ___ ___ AND SIZE OF PLATES NOTED OR DETAILEFOR ADDITIONAL OTHERWISE ® 1/4 2 INFO SEE DETAIL 1/s5.31 3/16 TYP 1/4 2 �DOUBLE NUT ON 3/4"CAP PLATE ,,"�®ff.�°"�" 3/16 THREADED ROD THRU _ BOTTOM FLANGE EXTEND PLATE ® j j This property of er is the HSS COLUMN 1 4"PL W COLUMN ARCHITECTS and d'Is AS REQD FOR SEE PLAN FOR / CONNECTIONS BEAM SIZE W BEAM SIMILAR protected by U.S. and SEE PLAN JOIST WHERE BOTTOM FLANGE international lows. Use, reproduction, or 3/16 OCCURS BRACE WHERE modification of this AISC MIN INDICATED ON PLAN document without first MECHANICAL UNIT (3)SIDES 1" obtaining written --- PL 1/4X3X0'-3" permission of erstad HANGER RODS PER W-BEAM ARCHITECTS is prohibited. This document may not be MECHANICAL(3/8"DIA PLAN SYMBOL THREADED ROD MIN) AISC MIN manner.used in 02024 authorized NOTES: NOTES: NOTES: NOTES: 1. USE LARGER PLATES AND WELDS AS MAY BE REQD BY BEAM 1. CONTRACTOR OPTION TO REPLACE BOLTS 1. COORDINATE EXACT LOCATION AND SPACING OF SUPPORT MEMBERS 1. COORDINATE ROOF SLOPE WITH PLAN. CONNECTION SCHEDULE. WITH 3/16"WELD EACH SIDE OF ANGLE. WITH MECHANICAL CONTRACTOR. 2. ADD BOLSTER IN BETWEEN JOISTS PER 8/s5.31. N � STIFFENER PLATE DETAIL BOTTOM FLANGE BRACE SUSPENDED MECHANICAL UNIT STEEL JOIST BEARING AT COLUMN STEEL JOIST BEARING AT BEAM C ` M 3 SCALE:NTS SCALE:NTS `� SCALE:NTS 6 SCALE:NTS SCALE:NTS (+7 REF SHEET:s1.03 pQ TYP EACH END 1/8 TYPICAL PANEL POINTS PLATE TO 1/4 1/4 (3)SIDES,TYP 2 PROVIDE 1/4"ANGLE OR BENT JOIST 1/4 1/4 EACH BEAM / (Q PLATE CONT BETWEEN }+ r i JOISTS,DEPTH TO MATCH DECK ATTACHMENT JOIST BEARING SEAT DEPTH 2" 3 16 2-12 L2x2x3/16 BRACE PL 5/8xBEAM WIDTH-1'x2'-0' 1 3/16 2-12 1/4"PL 3/16 1" 2" 2" SEE PLAN UNOONPLAN N •� ----------- - -- - - - -- - ----------------- ----------------- --- ------ - ---- .. ill ®® �-- --� ---------- 3/16"x 4" O � PL 1/4" JOIST SQUARE PLATE M O WITH 1/2"DIA O L THRU-BOLT TOP �+ i\IIUI e� IIuff 3/16 2 AND BOTTOM77 -� ---- 3/16 2 BEAM WHERE OCCURS, 7BEAME PLANWHERE CONCENTRATED LOAD DOES SEE PLANNOT OCCUR AT PANEL POINTS ADD TYPICAL NNECTION, Ll 1/2x1 1/2x5/16 EACH SIDE,OR CONCENTRATED 3/16 SEE 1/s5.31 ^+ V MATCH JOIST WEB MEMBERS, LOAD TO OCCUR AT L5x3x1/4 -0 WHICHEVER IS LARGER,FROM POINT PANEL POINTS, 3 16 2 BRIDGING CONNECTIONS BRIDGING PER JOIST4-0 OF CONCENTRATED LOAD TO SEE NOTE 1 3/16 2 TYP PER JOIST MANUFACTURER MANUFACTURER I!! L RECOMMENDATIONS �V NEAREST PANEL POINT ON OPPOSITE 3/16 TYP > O CHORD,SEE NOTE 1 3/16 � r NOTES: N 1. MAXIMUM POINT LOAD ON JOIST IS 200 LB IF 200 LB POINT LOAD OCCURS W to WITHIN 6"OF PANEL POINT,NO ADDITIONAL FRAMING IS REQD BOLSTER ANGLE AT BEAM JOINT REINFORCEMENT DETAIL BOTTOM FLANGE W BEAM BRACE TO STEEL JOIST STEEL JOIST BRIDGING AT STEEL BEAM W BEAM DRAG TO JOIST $ SCALE:NTS SCALE:NTS 1O SCALE:NTS 11 SCALE:NTS 12 SCALE:NTS revision: no. desc. date ROOF DECK, SEE PLAN I_�CENTERLINE OF COLUMN 2 3/4" 1 3/4"MIN BEAM MAX ¢ CLBEAM N SIZE DIMENSION DECK ATTACHMENT „A„ 0 1" Y BEAM,SEE PLAN ROOF JOIST, 1^ 2^ y' -SEE PLAN SEE PLAN W12 1 1/2" 7/8"DIA BOLTS, r OR AISC BASE PL 3/4 x COLUMN WIDTH+ W14 3" MIN 1/4 STYPTANDARD PROVIDE AISC • a ADDITIONAL DECK SUPPORT ANGLE 1"x COLUMN WIDTH+1" W16 2" STANDARD ROUND `^ REINF EXISTING � FOR SNOW DRIFT,SEE PLAN.COPE JOISTS AT W18 4" HOLES IN ® FLANGE AS REQUIRED TO FRAME .. CONNECTION INTO DECK LEDGE ANGLE. project: 231106 I I� CONCENTRATE W21 31/2" PLATE - " („ LOAD,SEE 9/s5.31 W24 3 1/2" "^ GR 50 CONNECTION P date: 02.1 1.25 DEPRESSED PLATE,TYP FOR W27 3 BEAM,SEE PLAN CL PLATE THICKNESS ANGLE W30 3" BEAM AND NO OF BOLTS L4x4x3 8 AT ._/ SEE SCHEDULE BEAM SEE PLAN TO EACH W33 3" S EACH ET 114 1 EXISTING W36 212 ON S s5.31 F HANGER ermit set 0 G 3 8"FULL HEIGHT STIFFENER PLATE 2 3 4"DIA A325 JOIST / 3 SIDES TYP( ) „ 3 SIDES RODS EACH SIDE EXTEND PLATE AS W40 1 3 16 BOLTS SEE NOTE 1 3/16 ON SCHEDULE 58"DIA THREADED REQUIRED FOR CONNECTION TO W44 2 1 2 3 16 Q / / N . 1 LSx3x1 4 0 SS 3 / MECH UNIT AND ROD,QUANTITY AND INTERSECTING BEAMS 0 .' °. MOUNTING LOCATION PER 3 16 BRACKET BY UIPMENT 3/16 EQUIPMENT 316 TYP OTHERS SUPPLIER.,MIN(4) 3/16 HANGERS(ONE AT NOTES: MAX WEIGHT= EACH CORNER) 1. USE LARGER PLATE AND WELD AS MAY BE REQD BY BEAM CONNECTION NOTES: CITY APPROVED PLANS 200 LBS ADDITIONAL SCHEDULE OR BY AISC SPECIFICATION SECTION 12 WELDS. 1. FOR SIZE AND NUMBER OF BOLTS,PLATE THICKNESS AND WELD SIZE, flevrewe°�°"otle`°'"° stee I details HANGERS AS REQD 2. FOR BOLTS,WELDS AND SHEAR PLATE,SEE BEAM CONNECTION SEE 1/s5.31 PLANS MUST BE ON JOB SITE SCHEDULE 1/s5.31 2. USE A572 GR50 STEEL FOR ALL CONNECTION PLATES IN THIS DETAIL. FOR ALL INSPECTIONS 13 W BEAM BRACE TO JOIST 14 SUSPENDED E UIPMENT SUPPORT DETAIL 15 CARRIED COLUMN DETAIL 16 DEPRESSED GIRDER TO BEAM 17 DECK SUPPORT ANGLE AT DRIFTING SNOW s5.31 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS REF SHEET:s1.02 REF SHEET:s1.02 REF SHEET:s1.02 Page 174 of 180 BEAM LENGTH AT A V-6"MAX, L/5 #4 @ 24"OC (Ll)/3 (L2)/3 EXl #4 @ 14"AT A 1"CLR FROM TYP TYP.71 TYPICAL 2"MIN BEARIN US #4 L 24"AT B TOP CONC TYP Z L2x2x1/4 III AT 4 MAX AT B 1'-0"MAX MAX III TYP I I g\ONAI p [20] 1"CLEAR FROM 3/16 1 o��S E Ncry t L=SPAN TOP OF CONC STUDS EQUALLY SPACED FULL LENGTH OF BEAM t �w O_ L2x2xl/4 T7! r ICI TYP , ICI 18 8 w �K DECK SEE PLAN REINF Z C n2 oz a/zs p Type A BENT PL 3/16"x CONT, MIN DECK a g q [20-8-20] T EX2 WITH 1/2"x6"HEADED BEARING PER SEE PLAN REINF W O z =___ _— —_ _ ____ __ _ —_ _—_ ygyf. RIS��G 20 STUDS 8 STUDS 20 STUDS T STUDS @ 12" GENERAL NOTES BEAM �, (Ll) (L2) vl p� J.STUD 1 STUD I 900 HOOK,SKEW r PER AT 24"OC MAX PER 12"f AS REQD 3/16 3-12 L DECK SPAN PERPENDICULAR TO BEAM �� Iq rr ill VALLEY VALLEY TYP PLAN EXAMPLES DECK SPAN PERPENDICULAR TO BEAM l� III BEAM,SEE STUDS /-#4x3'-O"@ 24",1"CLR -Q/. 61 PLAN FOR fl #4 @ 12"AT A FROM TOP OF CONC SIZE,TYP AT A V-6"MAX 1'-9" #4 @ 24"AT B CENTER LINE _ 1"CLEAR FROM ------- AT B 1'-0"MAX 1'-9" -. _ I i TOP 0— ABOUT CONC PLAN DETAIL SPACING SYMMETRICAL 1/2"x6"HEADED yoe 6 CENTERLINE STUDS,MATCH 2 STUDS 2 STUDS SINGLE LINE SPACING PLAN SPACING OF#4 BARS ° 1/2"MIN SPACING SHEAR STUDS SEE 1/s5.32 PER 1 STUD PER VALLEY PER 12"t 1 24"MAX SPACING SHEAR STUDS DETAILS ARE SIMILAR SEE 1/s5.32 VALLEY VALLEY TYP _ _ _ a_ _ _ WHERE SLAB OPENINGS DECK SPAN PARALLEL TO BEAM NOTES: CE_NTE_R LINE OCCUR SEE 9/55.32 1. ALL DECK MUST BE CONTINUOUSLY SUPPORTED AROUND COLUMNS. ----- ————-------- PROVIDE ANGLES AS SHOWN WHERE SUPPORT IS REQUIRED. -- --- -- -- ---'-- — DECK SPAN PARALLEL TO BEAM NOTES: 2. ANGLES MAY BE OMITED WHERE BEAMS PROVIDE FULL SUPPORT,OR DOUBLE ROW SPACING PLAN NOTES: 1. FOR INFORMATION NOT SHOWN SEE DETAIL ABOVE. WHERE DECK MANUFACTURER DOES NOT REQUIRE SUPPORT. STUDS 1. FOR INFORMATION NOT SHOWN SEE DETAIL ABOVE. TypeC SPACING SYMMETRICAL ABOUT CENTERLINE 2 EDGE OF COMPOSITE SLAB 3 COMPOSITE STEEL CONSTRUCTION 4 SUPPORT OF STEEL DECK AT COLUMNS SCALE:NTS SCALE:NTS SCALE:NTS WELDING PER MFR STUD NOTES: REF SHEET:s1.02 REF SHEET:s1.02 RECOMMENDATIONS. 1. HEADED SHEAR STUDS SHALL BE 3/4"DIA NELSON OR EQUAL(D INDICATES DIA OF HEADED SHEAR STUDS STICK WELDING IS STUD). I;k" 2' NOT ALLOWED.WELD 2. [#]INDICATES REQUIRED NUMBER OF STUDS.PROVIDE STUDS @ 24"ON CENTER �' WELD STUDS THRU DECK. MINIMUM,ON ALL MEMBERS WITH CONCRETE COVER. PARTIAL CLOSURE STUD TO BE ALIGNED 2 O TYP TOP OF CONCRETE 3. DECK PERPENDICULAR TO BEAMS:STUDS SHALL BE PLACED IN VALLEYS,EQUALLY STRIP OVER WITH CENTER OF LOW -`° SPACED ALONG BEAMS. RAISED RIBS ONLY FLUTE ONLY TOP OF BEAM - A. WHERE THE NUMBER OF STUDS IS LESS THAN THE NUMBER OF VALLEYS,PLACE A*M STUDS PER TYPE A OR B. 2"MIN 2"MIN B. WHERE THE NUMBER OF STUDS EXCEEDS THE NUMBER OF VALLEYS,PLACE ,,; (2)#4 x 4'-0"IN CENTER OF u�nI sd�uw.a"ur Ne°°°`,°°`"" - STUDS PER TYPE C. "F.mi�n�a ' 4. DECK PARALLEL TO BEAM:STUDS SHALL BE PLACED EQUALLY ALONG MEMBER,SEE CONCRETE,TYPICAL ALL ,,,a,,,p�,,,,» r #4 x 4'-0"@ 24"OC CORNERS DECK CENTERED DECK SPLIT PARALLEL DECK CONDITIONS DETAIL. PLACED 1"CLR FROM �1 Detail-A 2"MIN TOP OF CONCRETE (PREFERRED)D MINDECK °'"",."`m°'°°"®ff"°"""" 3"MIN d MIN BEARING PER LESS (1)#4,1"CLR FROM 2 3/4"MIN 1 1/2"MIN GENERAL NOTES TOP OF CONCRETE,TYP 2"MIN WELD WELD THAN 6" PLAN ALL EDGES WELD 1 1/2"MIN A2 ' IN <; WELD S Banda is he STUD TO BE ALIGNED o ty CONTINUOUS T CLOSER STRIP WITH CENTER OF LOW EDGE PLATE 3/16" --� r-- r-- protected by U.S. and FLUTE ONLY OR BENT PLATE repro audiol lows. Use, VERIFY CONDITION, modifi a t on, or 13/8"MIN 2"MIN LES modif'cat on of this SEE 9/s5.32CONT 14 GA document w'thout first PLATE obtaining written 1 3/8"MIN a permission of erstad TYP ARCHITECTS is prohibited. #4 X 4'-0"@ 24"OC This document may not be PLACED 1"CLR FROM SEE PLAN OR 9/s5.32 DECK NOT CENTERED WELDS AT DECK PARALLEL TO BEAMSn y DOUBLE OFFSET SPLIT PREFERRED EDGE 2"MIN TOP OF CONCRETE / used in an unauthorized 3 16 3-12 manner. 02024 MIN DECK BEARING PER SE CTION PARALLEL DECK CONDITIONS DETAIL GENERAL NOTES GREATER A NOTES: THAN 6' 1. SEE STEEL DECK WELDING SCHEDULE,NOTES AND OTHER DETAILS. HEADED SHEAR STUD DETAILS COMPOSITE STEEL DECK CHANGE OF DIRECTION OPENING IN SLAB ON METAL DECK DECK WELDING DETAIL N � C M 1 SCALE:NTS 5 SCALE:NTS 6 SCALE:NTS SCALE:NTS M SEE PLAN OR ARCH V-6"MAX SEE NOTE 4 1/4"CLOSURE SEE NOTE 4 NOTES: ^ SEE PLAN OR ARCH STEEL DECK _____ 1/4"CLOSURE PLATE PL ALL AROUND ___ ___ 1. ADDED FRAMING IS NOT REQD FOR OPENINGS WHERE CIp TYP Y FOR ROOF MATERIALS ALL AROUND LONG OPENING DIMENSION IS LESS THAN 6". y CONT BENT SUPPORTING 2. FOR STRUCTURE REQUIRED TO SUPPORT PLATE 3/16 MECHANICAL UNIT USE C6x8.2 UNDER ENTIRE MEMBERS,TYP CHANNEL OR 3/16 2-12 3/16 2-12 SEE ARCH FOR ANGLE,(i) OPENING OPENING CHANNEL OR ANGLE, PERIMETER UNO ON PLAN. ®il ® �0 tH DEPTH OF ROOF SEE TABLE ��+ 3. SEE MECH FOR EQUIPMENT MOUNTING,ATTACHMENT 1/2"DIA NET EFFECTIVE •1• (ii)SEE TABLE OPENINGS,ETC SEE PLAN FOR DECK PUDDLE WELDS EACH 1 5'-0'MAX A B 4. COMPOSITE SLAB OR ROOFING SEE PLANS AND ARCH 3/16 3-12 SIZE,WELDING, VALLEY AND @ 12"OC E B P DRAWINGS.WHERE HARD ROCK CONC OCCURS DIRECTION,ETC PARALLEL EDGES,TYP A TYP I. 2" 1/2"CLR 2" 1/2"CLR PROVIDE 3/4"DIA x 8"NELSON HEADED STUDS @ 24" BEAM SEE PLAN 2"MIN EQUALS THICKNESS OC FOR SIZE SEE SCHEDULE FOR NUMBER DECK BEARING TYP C A OF ANGLE S. CONNECTION AT TOP CHORD PANEL POINT.IF NOT (3)SIDES (3)SIDES 3/16 AT PANEL POINT,FIELD INSTALL L2x2xl/4 FROM OF BOLTS AND SIZE OF TYP 3/16 (i)SEE TABLE TYP 3/16 3/16 PLATES FOR ADDITIONAL SEE TABLE FOR FRAMING POINT OF LOAD TO NEAREST PANEL POINT ON PROVIDE EDGE OF DECK SUPPORT MEMBERS SIZE 12'-0"MAXJOIST TOP CHORD INFO SEE DETAIL ANGLE 3 16 3-12 L5x3xl/4 LLV-LH SERIES E FRAMING MEMBER, BOTTOM CHORD. SHORE JOIST DURING WELDING. TO BEAM 3/16 3-12 L2 1/2x2 1/2x1/4-K SERIES iL B TYP FOR OW]SEE( C]P,T� V 8"DIA OR A SERIES OF JOIST WEB MEMBER FRAME MEMBER SIZES PENETRATIONS WITHIN 3/16 3/16 AN 8"SQUARE MAX IS (iii)SEE TABLE SEE NOTE 5 3/16 TYP OPENINGS WITH LONGEST DIMENSION CONSIDERED TO BE A V BETWEEN 2'-O"-5'-0" 01 SINGLE OPENING (i) C6x8.2 01 ® (ii) L4x3xl/4 LLV ®1 10 W CONT BENT 1 01 1® 4-111 PLATE 3/16 L3x3xl/4 EXTEND FRAME (iii) L7x4xl/2xO'-3"LLV MIN L SEE ARCH FOR ANGLES 4 FLUTES MEMBER DEPTH OF ROOF PAST OPENING TYP 3' 3/16 > r -6"MIN CL OPENINGS WITH LONGEST DIMENSION w, r OF ADJ OPENINGS LESS THAN 2'-0" (—� T— *TYPICAL ANGLE TO ANGLE OR (i) L3x3xl/4 BACKING BAR AS BEAM SEE PLAN 04 ANGLE TO CHANNEL WELD (1i) L3x3xl/4 REQD FOR SIZE W to n 8 EDGE OF ROOF DECK 9 OPENING IN STEEL DECK 10 BEAM TO BEAM MOMENT CONNECTION SCALE:NTS SCALE:NTS SCALE:NTS REF SHEET:s3.01 REF SHEET:s1.03 revision: no. desc. date 3'-0"MAX 3 16 2-12 4'-0"MAX T-O"MAX 4'-0"MAX 3/16 2-12 3/16 2-12 3/11 2-12 3/16 2-12 ROOFING,SEE ARCH 3/16 2-12 BENT PL 1/4"CONT 1 SEE STEEL WITH 3/4"DIA x 6" #5xl2'-0"@ 12"OC, BENT PL 1/4"CONT #5xl2'-O"@ 12'OC, MIN DECK BEARING, ROOFING,SEE ARCH MIN DECK BEARING, NELSON STUDS @ 24" DECK 1"CLR FROM WITH 3/4"DIA x 6"NELSON 1"CLR FROM SEE GENERAL NOTES L4x4x5/16 SEE GENERAL NOTES OC SCHEDULE TOP OF CONCRETE STUDS @ 24"OC TOP OF CONCRETE L4x4x5/16 -- ———— — ------ -- +I project: 231106 PL 3/8 +1 +1 date: 02.11.25 +1 PL 3/8 PL 3/8 3/16 6 +1 PL 3/8 3/16 6 3/16 3 316 3 FULL DEPTH STIFF �,p 3 16 6 3/16 3/16 3 TYP 3/16 3/16 3 PLATE EACH SIDE, 3/16 6 TYP 3/16 L3x3xl/4 BRACE FULL DEPTH STIFF 3/16 L4x4x1/4 BRACE SEE 3/s5.31 @ 4'-0"OC 1 PLATE EACH SIDE, L3x3x1/4 BRACE L3x3xl/4 TYP ALIGNED WITH EACH L3x3xl/4 BRACE SEE 3/s5.31 @ 6'-0"OC MAX permit set TYP @ 4'-0"OC TY, 3/16 2 TYP PL 1/4xAS REQD BEAM,6'-0"OC MAX 3/16 3 PL 1/4xAS REQD 3/16 3 TYP 3/16 3 CITY APPROVED PD1N5 wMrem cemPxe".. PLANS MUST BE ON JOB SITE FOR ALL INSPEUIONS steel details 11 EXTENDED EDGE OF FLOOR SLAB 12 EXTENDED EDGE OF ROOF DECK s5 32 SCALE:NTS SCALE:NTS REF SHEET:s1.02 Page 175 of 180 COLUMN,SEE PLAN ROOF DECK, 4oSs\I AL EN�y FINISH LAYER,SEE ARCH�I I I o SEE PLAN l 1/4 I I BEAM,SEE PLAN TYP I I L3x3x1/4 CON SEE PLANFASCIA PLATE 3/16"CAP 1/4 1/4 $ $ DECK SUPPORT ----- PLATE ROOF DECK AND 1/4 BEAM,SEE PLAN NT ez/u�zs�O -------- (3)SIDES SLOP 1 1 ------------- - ATTACHMENT, np grFOFtpP rt--- - -- BEAM, 3/16 SEE PLAN ygyM. RIS��� SEE PLAN L4x4x3/8x0'-4" I I I L4x4x1/4x0'-31/2" 3/16 COLUMN, SEE PLAN 1 4 1 4 SEE NOTE 2 1 1 BEAM,SEE PLAN 3-12 BEAM,WHERE I I I 3/16 3-12 OCCURS 1 BEM' 1/4 1/4 1 j COLUMN,SEE PLAN 3/16 SEE PLAN CAP PLATE 1 --------------------------------i 3SIDES 1/4 1/4 AS REQUIRED L1� II 3/16 y NOTES: NOTES: 1. WHERE EXTERIOR FINISH IS BRICK VENEER,14 GA CONT U-SHAPED BENT 1. GRIND AND PROVIDE 1 FILET WELD AT INTERSECTION. BY 2. ORIENTATION VARIES LOCATION.BY PLATE IS TO HAVE BENT LEG LAID IN GROUT BED. ENTRY CANOPY SECTION BEAM TO BEAM DETAIL BEAM TO COLUMN DETAIL CANOPY SECTION BEAM CONNECTION TO COLUMN DETAIL 1 SCALE:NTS 2 SCALE:NTS SCALE:NTS 4 SCALE:NTS 5 SCALE:NTS REF SHEET:s4.01 REF SHEET:s4.01 REF SHEET:s4.01 REF SHEET:s4.01 TOP AND 9 11 GRID 1/4 3"MIN BOTTOM s5.33 s5.52 BENT PLATE, 1 1/2"DIA HILTI KB-3 SEE 2/s5.32 1 1 WITH 3 1/2"EMBED,TYP -7CAP PL 1/4 1 PL 1/4xCOLUMN A*M WIDTHxAS REQD COLUMN 1 CONCRETE OVER _ J WIDTH 6-1 BEAM, FLOOR Nlu,InlsYuaFeury,u*INlun°.,,�.,"" BTC-P4 14 L5x5x5/16x0'-5"EACH SIDE 2" METAL DECK, SEE PLAN LEVEL MODIFIED 3/8 BEAM,SEE PLAN OF COLUMN WITH(2)3/4" '`'�` SEE PLAN I -T (1/4) DIA THRU BOLTS CENTERED I I ---------- -- - ----- IN 3"LONG SLOTTED HOLES TYPICAL STUD WALL n" "�"`°°„.„r °- FRAMING,SEE PLAN 1 I 1 --------- - AT CARRIED COLUMN 12 ---------- ----------- TYP 1 ----� TO STEEL BEAM ---q7777777 EACH 55.52 This document is the 3/8"x3"TALL PLATE 1/4 CONNECTION, 1 property of erstad 1 ANGLE BEAM AND 1 SEE15/s5.31 L6x6x1/4x0'-4" COLUMN, ARCHITECTS and is 3 SIDES CONNECTION SEE PLAN protected by U.S. and 1/4 WHERE OCCURS, 1 1 1 1 international lows. Use, BEAM,SEE PLAN SEE PLAN 1 1 V-6"MAX 4" 4" 2" reproduction, or COLUMN,SEE PLAN FULL DEPTH I OO TYP 1 modification of this i STIFFENER PLATE l MIN document without first 1 EACH SIDE,FOR O obtaining written ANGLE,SEE PLAN OO / permission of erstad CONNECTION I po BENT PL 1 2x8 ARCHITECTS is prohibited. SEE 1/s5.31 L CMU WALL,SEE PLAN This document may not be COLUMN, 28 used in any unauthorized SEE PLAN 6"� manner. 02024 BEAM,SEE PLAN BEAM,SEE PLAN NOTES: 1. VERIFY LOCATION OF WALL REINFORCING PRIOR TO INSTALLING ANCHORS. 2. DO NOT CUT OR DAMAGE WALL REINFORCING. N � BEAM CORNER DETAIL OFFSET COLUMN TO EDGE OF FLOOR DECK POP-UP FRAMING Uq� HSS BEAM TO COLUMN COLUMN TO MASONRY PLATE CONNECTION C UO MSCALE:NTS SCALE:NTS 8 SCALE:NTS SCALE:NTS SCALE:NTS M REF SHEET:s4.01 REF SHEET:s1.02 REF SHEET:s5.33 REF SHEET:s1.02 00 FULL DEPTH ^ CONNECTION/STIFF PLATE FRAME BEAM SO KSI FULL HEIGHT Y " BENT PLATE, EACH SIDE(36 KSI), STIFFENER PLATE EACH • ('n SEE 2/s5.32 THICKNESS TO BEAM CONNECTION MATCH BEAM CONNECTION 3" SIDE PER 3/55.31 SEE METAL ROOF DECK, PER MINIMUM BEAM,SEE:WITH(2) SEE PLAN THICKNESS=3/8" W BEAM AS OCCURS }+ ----------- FULL HEIGHT MOMENT 1 ----------- CAP PL 1/4 Z STIFFENER PLATE FRAME BEAM ®® BEAM,SEE PLAN BLOCK N EACH SIDE OF BEAM W BEAM AS OCCURS FLANGE WEB PER 3/s5.31 L5x5x5/16E ®® ROOF DECK, 12a HSS,SEE PLAN ONE SIDE ., __________ OF COLUM " SEE PLAN s5,33 -- -----------DIA THRU ED r\ZIN 3"LONES 11 ® C Z ! _fV _- -_2„ vBEAM,SEE PLAN 1 � +in i------ ---- 1 in x -- -------FOR BRACE HSS BEAM,SEE PLANV/\// Il Il 1 L_ INFORMATION, COPE AS REQUIRED JOIST,SEE PLAN j1 (3)SIDES L3x3x1/4x4'-0"MAX 1 1/4 3�, WELD SIZE PER 1/s5.31 .0 1 WHERE REQUIRED(SEE NOTES) cc COLUMN,SEE PLAN SEE 4/s5.31 1/4"MIN THICKNESS CAP BOTTOM PLATE PLATES,TYP CAP PL 1/4"MIN WHERE REQUIRED ADD AS MANY BOLTS AS GEOMETRY JOIST,SEE PLAN THICKNESS SEE NOTES 2 AND 3 L_A BEAM,SEE PLAN ALLOWS.THESE BOLTS ARE THE ♦. PLAN VIEW SAME DIAMETER AS THOSE ++ PLAN SYMBOL TYP EACH REQUIRED BY SCHEDULE ON 1/s5.31 END OF L NOTES: BRACE 1/4 > 1. BOLT CONNECTIONS SHALL BE SLIP CRITICAL. 2. PROVIDE BOTTOM PLATE WITH THICKNESS TO MATCH STIFF PLATE THICKNESS r FOR d>D/3 A+ CV 3. CONTRACTOR OPTION TO PROVIDE ANGLE BRACE PER DETAIL 14/s5.33 IN W to LIEU OF BOTTOM PLATE. l i COLUMN TO ROOF BEAM CONNECTION 12 HSS BEAM TO W-BEAM 13 FULL HEIGHT CONNECTION 14 ALTERNATE FULL HEIGHT STIFFENER CONNECTION SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS REF SHEET:s1.02 revision: HSS GUIDE RAIL, STEEL DECK,SEE PLAN no. desc. date SEE PLAN CONCRETE FILLED METAL a a DECK(DECK ORIENTATION 1"MAX BASE PLATE AND j VARIES),SEE PLAN SEE NOTES ANCHORAGE, "I Lin CONCRETE FILLED SEE 15/s5.33 METAL DECK OR N CONCRETE SLAB ON 1 GRADE,SEE PLAN FULL HEIGHT STIFFENER 1 - PLATE EACH SIDE FULL HEIGHT STIFFENER TO ALIGN WITH PLATE EACH SIDE BEAM,SEE PLAN GUIDE RAIL,SEE 3/S5.31 project: 02 1111.25 3-SIDES TO ALIGN WITH HOIST BEAM, 1/4 GUIDE RAIL,SEE 3/S5.31 SEE PLAN I 1 F- ELEVATOR J 1 1/2"THICK PLATE o C a permit set OPENING WITH(4)5/8"DIA _ 3/16 1 1 c7 7/8"DIA THUR BOLT WITH HILTI KB-TZ WITH 4" 3/16 1 WASHER.HAND TIGHTEN 1 MIN EMBED NUT AND SPOIL THREADS KICKERS TO ALIGN 1 ON BOLT.PLACE BOLT IN WITH HSS TYP,SEE 8/S5.32 0a CENTER OF SLOT -, L7x4x1/2(LLV)EACH 3/4"DIA THRU BOLT 1 L7x4x1/2(LLV)EACH SIDE OF HSSS WITH j CENTERED IN CITY APPROVED PLANS 0 1 SIDE OF HSSS WITH 3"VERT SLOTTED HOLE SLOTTED HOLE "°° EDGE OF CONCRETE 3"VERT SLOTTED HOLE MANS MUST BE ON 106 SITE HSS GUIDE RAIL, SEE PLAN HSS GUIDE RAIL, FOR ALL INSPECTIONS steel details 1 TYP EACH SEE PLAN 2 1/2"TY 3"TYP 5/16 ANGLE EVATOR GUIDE RAIL POST BASE � GUIDE RAIL FRAMING AT ELEVATOR OPENING GUIDE RAIL FRAMING AT ROOF s5.33 1 EL SCALE:NTS -L"j SCALE:NTS 17 SCALE:NTS REF SHEET:s4.01 REF SHEET:s1.02 REF SHEET:s1.03 Page 176 of 180 DRILL STRESS RELIEVING HOLE PRIOERHO TO S LOTTIN SHALLG SEE PLAN FOR BEAM SIZE \SS NAI ETUB, N��y BE 1/8"LARGER THAN PLATE WIDTH , / STIFF PL 3/8 EACH (3)SIDES,TYP 18 8 ' SIDE OF BEAM WEB 3/16 oz/u/zs p OF tOPC� BRACE CONNECTION SCHEDULE q M. RIS�� /r _ _ ________ � r__________ ---CENTERLINE GUSSET PLATE SLOT BRACE AT ' %\ BEAM LINO TYPE THICKNESS Wl Ll CENTERLINE UNO, j ,\ WIDTH SHALL BE i Al 1 1/2" 1/4" 24" PLATE WIDTH W1 -1 NS AND FS PLUS 1/16° GUSSET PLATE SEE SCHEDULE r X'rr NOTES: IBRACE I W1 L1 1. WELD LENGTH 1"SHALL BEAT LEAST HSS 6x6 5/16 6 Wl LS SEE EQUAL TO THE WIDTH OF THE BRACE. 2. WELD SHALL START FROM THE END r' Wl -1 NOTE 1 � OF THE BRACE. 3. WELD LENGTH SHOWN IS MINIMUM BRACE MEMBERS SEE PLAN OR y REQUIRED. ELEVATION FOR SIZE. FOR WELDING,SEE 1/s5.34 1 HSS BRACE CONNECTION -TYPICAL 2 HSS BRACE CONNECTION A SCALE:NTS SCALE:NTS REF SHEET:s2.01 CENTERLINE OF COLUMN w wQ GUSSET PLATE,SEE CENTERLINE OF COLUMN ul ip�5 t SCHEDULE = w U w o aa BRACE MEMBER,SEE PLAN cn u w�S un un a-J BRACE CONNECTION SCHEDULE B Wl Ll O w Z o o z 'A',SEE OR ELEVATION FOR SIZE GUSSET PLATE CONNECTION ADDED Wl Ll SEE NOTE 1 m N 3 w a 0 0 NOTE 3 AND SEE 1/s5.34 FOR TYPE THICKNESS PLATE THICKNESS Wl Ll W2 BOLTS o �Z�w r 0 r WELDING 0 O E w in r',/r Bl 1/2" 1/2" 1/4" 12" 1/4" 3 BRACE MEMBER,SEE PLAN A*M ¢ n o o g¢Ud 1 2" fill! r/ r BRACE CONNECTION SCHEDULE C lr r OR ELEVATION FOR SIZE ao;, '' Wl I NOTE 1 1 MAX AND SEE 1/s5.34 FOR GUSSET PLATE n�a IP;—I i Ne�,�.,,�..rN —�—, a- r X, r WELDING TYPE THICKNESS Wl Ll W2 L2 II II® ,% BEAM,SEE PLAN /,/r Cl 1/2° 1/4° 12° 1/4° 12" . M - - - - - - II- FOR SIZE 1/2" NOTES: 1 1 r/' r' GUSSET PLATE,SEE - - - - - - -�- 0 w M 1. WELD LENGTH SHOWN IS MINIMUM,PROVIDE WELD FOR FULL LENGTH OF + r' SCHEDULE _ _ / o _ _ _ N F _ CENTERLINE JOINT WHERE LONGER PLATE IS REQUIRED. ' X r NOTES: `O BEAM LINO 2. ALL BOLTS SHALL BE 1"DIA A325-SC. ��/r 1. WELD LENGTH SHOWN IS MINIMUM,PROVIDE WELD FOR FULL LENGTH OF This document is the ' \ m Z ' W2 L2 JOINT WHERE LONGER PLATE IS REQUIRED. property of erstod — — — — — ® 3. A 1"MAX OFFSET FROM EDGE OF SHEAR PLATE OR TOP OF BEAM TO BRACE ' SEE NOTE 1 ARCHITECTS and is w WILL APPLY TO WHICHEVER DISTANCE,EITHER'A'ORB',IS SHORTER. W2V L2 protected by U.S. and p BEAM, ®II BLOCK FLANGE �` \` CONNECTION , TOF international lows. Use, F J ®J ` doc m ent ion N \` SEE SCHEDULE modification of this WHERE OCCURS PLATE w ` w ithout first 2,LLI N BRACE, W2 obtaining written permIdocumentssion of emayd of be ARCHITECTS is prohibited. WHERE OCCURS W2 This used in any unauthorized manner. 02024 HSS BRACE CONNECTION B HSS BRACE CONNECTION C N 3 SCALE:NTS SCALE:NTS C"')REF SHEET:s2.01 REF SHEET:s2.01 M 00 E W 0 V � W � }0 +�+ `� L ^/ O W � N revision: no. desc. date project: 231106 date: 02.1 1.25 permit set CITY"APPROVED PLANS pr toes comer"nre PIANS NIaST RE IN JOR SITE FOR ALL INSPECTIONS steel details s5.34 Page 177 of 180 CONVERSION CHART SHAPE DESIGNATION FLANGE WIDTH 'A' DEPTH OF TRACK STUD SCREWS TO TRACK SCREWS TO MIL GAUGE NOTES Fy(KSI) S125 1.25" SECTION THICKNESS WELD SIZE Fy FU OR STUDS JAMB JAMB 18 25 DRYWALL 33 S137 1.375" (mils) (IN) (GA) (IN) (ksi) (ksi) 12" (2)ROWS OF (1)ROW OF 4 TOP 27 22 DRYWALL 33 S-SECTIONS S162 1.625" 43 0.0451 18 0.0451 33 36 4 EACH SIDE AND BOTTOM �SSIONAI 6 30 20 DRYWALL 33 S-SECTIONS 5200 2„ ND 54 0.0566 16 0.0566 33 36 (16)TOTAL (8)TOTAL USE SAME GAGE A UPTURNED T125 BACK, 33 20 STRUCTURAL 50 5250 2.5" 68 0.0713 14 0.0713 33 36 10" (2)ROWS OF (1)ROW OF 4 TOP #10 SCREWS DEPTH AS WALL.TURN 97 0.1017 12 0.1017 33 36 3 EACH SIDE AND BOTTOM @ 24"OC TO , DOWN WHERE NEEDED 18 8 43 18 STRUCTURAL 50 U-SECTIONS U50 .50" (12)TOTAL (8)TOTAL N o2/11/25 O EACH MEMBER T S 54 16 STRUCTURAL 50 F-SECTIONS F125 1.25" 43 0.0451 18 0.0451 50 54 8" (2)ROWS OF (1)ROW OF 3 TOP BELOW yq MORI 68 14 STRUCTURAL 50 T125 1.25'. 54 0.0566 1 16 0.0566 50 54 3 EACH SIDE AND BOTTOM 97 12 STRUCTURAL 50 T-SECTIONS T150 1.5" 68 0.0713 14 0.0713 50 54 (12)TOTAL (6)TOTAL U-SECTIONS 97 0.1017 12 0.1017 50 54 6" (2)ROWS OF (1)ROW OF 3 TOP 118 10 STRUCTURAL 50 T200 2" LIGHT GA STEEL 3 EACH SIDE AND BOTTOM EXAMPLE CALL OUT: 60OS162-54 (12)TOTAL (6)TOTAL HEADER,SEE 600: SIZE=6" A' PLAN F-SECTIONS S: SECTION DESIGNATION(STYLE)=S STUD 4 2 EACCH SIDE WS OF (1AND BOTTOM)ROW OF 3Op III �.�4+ 162: 1.625"FLANGE WIDTH UPTURNED T125 54: .054 THICKNESS (8)TOTAL (6)TOTAL TRACK,USE SAME III GAGE D DEPTH REFER TO STEEL STUD MANUFACTURERS AS WALL ASSOCIATION(SSMA) NOTES: 1. FY=THE MINIMUM YIELD STRENGTH OF THE CONNECTED PARTS #10 SCREWS T-SECTIONS FU=THE MINIMUM TENSILE STRENGTH OF THE CONNECTED PARTS ADDITIONAL HEADER 2. WHEN CONNECTING MATERIALS OF DIFFERENT THICKNESS OR TENSILE STUDS IF SPECIFIED @ 8"EACH SIDE TYP STRENGTHS,USE THE WELD SIZE FOR THE LIGHTER GAUGE SECTION. 3. WELD PROCEDURES ARE BASED ON SECTION E2 OF THE AISI CODEAND NOTES: AWS D1.3. 1. ALL CONNECTIONS ARE TO BE MADE WITH#10 SCREWS. NOTES: 4. STEEL STUD SECTIONS MUST BE AT LEAST 18 GAUGE MINIMUM FOR WELDING. 1. FOR CONNECTION TO JAMB,SEE 6/s5.51 LIGHT GAUGE STEEL THICKNESS TABLE STEEL STUD/JOIST SECTION INDENTIFICATION STEEL STUD/JOIST WELDING STEEL STUD/JOIST CONNECTION SCHEDULE TYPICAL BOX HEADER I SCALE:NTS SCALE:NTS SCALE:NTS 4 SCALE:NTS SCALE:NTS BEND PORTION OF WEB USE THIRD STUD CUT TRACK TO ALLOW WHERE APPLICABLE JAMB WITH(3)#10 SCREWS DOWN AND FASTEN TO I EXTENSION FLANGES i FOR CONNECTION I I SCREWS PLACED 00 WITH(2)#10 SCREWS SCREWS TOP AND -�,/ 1/2"FROM EDGE OFA*M BOTTOM TO MATCH i STUD 6"STRAPxJAMB #10 SCREW @ 24"OC BOXED HEADER TAB NUMBER AND SIZE ® \ N. i JAMB.EACH SIDE AS X� u,�"Isd,uw.an,"*INluyue,yue,"" SPECIFIED FOR SILL � 1 1/2"x STUD WALL JAMB STUDS PER PLAN I I TOP AND BOTTOM JAMB.EACH SIDE OF WIDTH x HEADER GA TRACK WITH 1 1/2" i� I I FLANGE AND BENCONNECTION SCREWS FROM TRACK TRACK FLANGE-MATCH TYP JAMB @ 24"OC �.�� (3"MIN)FOR TO JAMB TO MATCH (2)#10 SCREWS CONNECTION TO J TOTAL NUMBER FROM WALL STUD GAUGE i @ 24"OCR"�®ff " " CUT TRACK OPTION II J SCREWS, HEADER TO TRACK A JAMB STUD /"SEE PLAN I - N SEE SCHEDULEJAMB STUD/TRACKTRACK WITH 1 1/2" CLIP ANGLE L2x2 x STUD GA SEE SCHEDULE This document is the TRACK OPTIONTRACK OPTION FLANGE-MATCH TYP NOT LESS THAN 1"SMALLER property of erstad WALL STUD GAUGE THAN THE STUD DEPTH (3)#10 ELEVATION PLAN VIEW ARCHITECTS and is JAMB STUDS, STRAP OPTION protected by U.S. and SEE PLAN WITH(3)#10 SCREWS IN SCREWS international lows. Use, SCREWS,EACH EACH LEG AT EACH PLAN VIEW reproduction, or SIDE OF HEADER, STUD 2-24 modification of this SEE PLAN AND 4/s5.51 JAMB STUDS PER PLAN 224 document without first FOR TYPICAL HEAD FOR TYPICAL HEADER E EQ r o alning written permission of erstad CONSTRUCTION, CONSTRUCTION, I ARCHITECTS is prohibited. SEE 5/s5.51 SEE 5/55.51 JAMB STUDS, STRAP OPTION I USE THIRD This document may not be SEE PLAN CLIP ANGLE OPTION o ELEVATION JAMB STUDSTUD WHERE used in any unauthorized SEE PLANS APPLICABLE Imanner. 02024 I L CUT FLANGE/BENT WEB OPTION TRACE JJ NOTES: STRAP WELD OPTION 1. INVERT DETAILS FOR HEAD TRACK CONDITION. PLAN VIEW BOXED HEADER TO JAMB CONNECTION SILL AND HEAD TRACK CONNECTIONS TYPICAL JAMB DETAIL N � M 6 SCALE:NTS SCALE:NTS 8 SCALE:NTS M TRACK BLOCKING @ 48"OC HORIZONTALLY AND AT WALL y DOUBLE STUDS, ENDS.GAUGE TO MATCH WALL (2)#10 SCREWS AT SEE PLAN-BACK STUDS. VERT TAB,TYP AT 4 TO BACK EACH END STUD SIZE AND SPACING WELD OPTION: 4.0 (4)#10 EACH FLANGE, PER PLAN CLIP FLANGE BLOCKING TOP TRACK 1-18 4 BOTH SIDES AND BEND TO FORM AISC MAX 1 FULL HEIGHT CLADDING 1/8 1 TYP (8)#10 SCREWS @ VERT TAB.ATTACH TO (2)#10 SCREWS @ 12"OC TO SIDE(MIN).ATTACH STUD SIZE AND (T OC STAGGERED I TO BLOCKING WITH#10 STUD WEB WITH(2)#10 SPACING PER PLAN (TYP d 2"EACH SIDE OF CENTER LINE (15)#10 TOTAL SCREWS AT 8"OC AND SCREWS AT EACH END. EACH SIDE OF EACH SIDE OF SPLICE (3)ROWS OF(4)#10 MIN(1)#10 SCREW AT ® SPLICE). AT WEB EACH STUD,TYP ® CONTINUOUS W o BACKED.WELDED BACKED.SCREW ATTACHED e 18 GA x 1 1/2"STRAP + O z ® WITH(1)#10 SCREW CENTER OF SPLICE _ f ® ® TO EACH STUD AND U o e SCREW OPTION: I #10 SCREWS AT 8"OC " D DOUBLE STUDS, V SEE PLAN-FACE M TO BLOCKING.KEEP BRIDGE CLIP WITH(2)#10 CENTER SPLICE 1-18 TO FACE I STRAP TAUT. SCREWS TO STUD AND(2) BETWEEN ADJOINING #10 SCREWS TO BRIDGING STUDS. CLIP WEB TO FORM A CHANNEL,TYP V ® HORIZ TAB.ATTACH METAL STUD TO D STUDS AS NOTED TO STUD WITH(1) 16 COLD ROLLED MATCH SIZE AND GAGE ON PLAN #10 SCREW EACH SIDE OF WALL STUDS L I CHANNEL AT 48"OC MAX STUD ` o NOTES:PROVIDE HORIZ 1/2" / BOXED.WELDED T125-54 TRACK AT SPLICE STRAPPING/BLOCKING IS"Aj MAX MIN TRACK TO MATCH AT 3RD POINTS OF STUD �' r STUD SIZE HEIGHT OR 48"OC (V BLOCKING OPTION WHICHEVER IS SMALLER CRC OPTION to 9 DOUBLE STUD DETAIL to VERTICAL SPLICE DETAIL I I WALL STUD BRIDGING 12 TOP TRACK SPLICE SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS revision: no. desc. date project: 231106 date: 02.1 1.25 permit set ECITY APPROVED PLANS cold formed details MANS MUST BE ON 108 SITE FOR ALL INSPECTIONS s5.51 Page 178 of 180 EDGE OF sA92 EDGE CONCRETE �}y)P DOUBLE STUD #12 MAXIMUM CONNECT DISTANICE SCREW EDGE ow�,Ss�E Al EN�iy #10 SCREW(TYP) MINIMUM MEMBER THICKNESS OF CONNECTED PARTS w z DISTANCE CONNECTION MINIMUM MINIMUM TYPE �ti 18f�p STUDS MUST BE FULLY DESCRIPTION FASTENER SPACIN FASTENER EDGE s MINIMUM EDGE _- SEATED AGAINST cn2,oz/11/25 p DISTANCE FASTENER w z DISTANCE TO COLD- ' I'll BOTTOM TRACK WALL STUD SIZE, qoF tOP� GAUGE AND SCREWS IN COLD- 3/4" 3/8" A SPACING a FORMED MEMBER TO ° - COLD-FORMED SPACING,SEE PLAN yqy M. R'i FORMED STEEL LL N BE THE SAME AS J�FASTENER MEMBER PROVIDE DOUBLE STUD HOLDOWN SEE FOR SCREW �I` SPACING ADDITIONAL SHOT #10 SCREW ( SHOT PINS IN 4" 3" B CONNECTIONS PINS WITHIN 3"OF FASTENING CHART WHERE PLAN FOR SIZE SCREW CONNECTION SHOT PIN CONCRETE o t�P) HOLDOWN AND LOCATION) CONCRETE EACH SIDE OF JAMBS WALL CONDITION FASTENING REQUIREMENT OCCURS SHOT PINS IN STEEL 1" 1/2" C STEEL EDGE OF 1 1/2"MIN TRACK FLANGE 1 AND 2 STORY (1)SHOT-PIN @ 12"OC,PROVIDE TYPICAL EXT OR INT CORNER EXT CORNER WITH HOLDOWN EDGE MEMBER w EDGE MASONRY EXTERIOR (1)SHOT-PIN WITHIN 3"OF WALL SHOT PINS IN 1 PIN PER 4" D u DISTANCE TOP OF DISTANCE w z BOTTOM TRACK IS SAME STUD WALLS END OR JAMB #10 SCREW MASONRY INDIVIDUAL COLD- a MASONRY PER INDIVIDUAL 1 AND 2 STORY (1)SHOT-PIN @ 24"OC,PROVIDE �•P) #10 SCREW CONCRETE FORMED w I~iJ GAUGE AS STUD (TYP) MASONRY UNIT MEMBER L o CELL FP CELL CONCRETE SLAB OR INTERIOR BEARING (1)SHOT-PIN WITHIN 9"OF WALL w z a STUD WALLS END OR JAMB NOTES: I~iJ LIGHT DECK,SEE PLAN o - �..�, GAUGE 1. FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS AND +'FASTENER � LEDGER #10 SCREW EACH w C7 H SPECIFICATIONS WHEN INSTALLING FASTENER. z� a¢� SIDE AT EACH STUD 2. IF MANUFACTURER REQUIRES LARGER SPACING OR EDGE SPACING a z MORTAR NOTES: DISTANCE,THOSE SHALL GOVERN OVER DRAWINGS. LL f 1"MIN AT JOINT SEE CHART FOR 1. ALL"SHOT-PINS"SHALL BE POWDER ACTUATED FASTENERS PER THE BEARING WALL BEARING WALL TYPICAL 3. ALL'SHOT PINS'SHALL BE POWDER ACTUATED FASTENERS MOTAR JOINTS SHOT-PIN COLD FORMED SECTION OF THE GENERAL STRUCTURAL NOTES. TYPICAL INT CORNER INT INTERSECTION PER THE COLD-FORMED SECTION OF THE GENERAL LINE OF WEB REQUIREMENTS STRUCTURAL NOTES. SHOT PIN STEEL SHOT PIN MASONRY OF CMU 1 WALL INTERSECTION 2 CONNECTION SPACING AND EDGE DISTANCES 3 BOTTOM TRACK ANCHORAGE TO CONIC SLAB-ON-GRADE OR ELEVATED DECK SCALE:NTS SCALE:NTS SCALE:NTS CONCRETE OVER (3)SHOT PINS AT CONCRETE OVER (3)SHOT PINS AT STEEL DECK, EACH STUD STEEL DECK, EACH STUD SEE PLAN SEE PLAN ROOF DECK M _ _ (3)FLUTES MIN ATTACH TO STUD WITH (3)#10 SCREWS A*M 2"SLOTTED SLIP T150 TRACK CONT, L3x3x14 GA BENT PL #10 SCREW EACH I I #10 SCREW EACH I I /°\ e°Iu,IPISYUaFeury,P*INlunuer"..."" SIDE OF EACH STUD TRACK,SEE SCHEDULE SIDE OF EACH STUD MATCH STUD GAUGE ATTACH TO DECK WITH ��° CLOSURE PLATE FOR GAUGE (4)#10 SCREWS (3)FLUTES MIN VERTICLIP SLB OR EQUAL Pis 5» AT EACH STUD AND ONE ON ATTACH TO STUD WITH I I CONCRETE OVER STUD ALIGNMENT WITH DECK FLUTE STUD ALIGNMENT WITH DECK FLUTE �� CONCRETE OVER EACH SIDE OF JAMBS, STEEL DECK METAL DECK (3)#10 SCREWS COORDINATE APPROPRIATE L NIH KICKER CLIP SIZE WITH STUD SIZE. _ CONCRETE OVER (3)SHOT PINS AT EACH STUD CONCRETE OVER ROOF DECK PARALLEL INSTALL PER MANUF STEEL DECK, STEEL DECK, (2)SHOT PINS AT EACH FLUTE, LLA3x14 GA BENT ------- SEE PLAN (3)#10 SCREWS EACH PLATE SEE PLAN (4)SHOT PINS TOTAL PER STUD PLATE,ATTACH TO This document is the �• DECK WITH(4)SHOT 1 property of erstad ROOF DECK ��• PINS ATTACH CLIP TO CLOSURE I I MAX ARCHITECTS and is PLATE WITH(4)SHOT PIN I I protected by U.S. and " FASTENERS. international lows. Use, KICKER �� 18x4'x(2)DECK #10 SCREW EACH 18x4"x(2)DECK reproduction, ormodification of this ai u FLUTES @ 16"OC SIDE OF EACH STUD FLUTES @ 16"OC PL 3/16"AT EACH KICKER �� document without first TYPICAL STUD/JAMB obtaining written #10 SCREW EACH 2"SLOTTED SLIP TRACK, (3)#10 SCREWS T150 TRACK CONT, SEE PLAN permission of erstad SIDE OF EACH STUD SEE SCHEDULE FOR GAUGE EACH PLATE MATCH STUD GAUGE ROOF JOIST FLOOR DECK ARCHITECTS is prohibited. 316 This document may not be 7� 3/16 used in any unauthorized STUD ALIGNMENT NOT WITH DECK FLUTE STUD ALIGNMENT NOT WITH DECK FLUTE J L NOTE: NOTE: Imanner. 02024 KICKER ATTACH TO 1. ALL"SHOT PINS"SHALL BE POWDER ACTUATED FASTENERS PER THE COLD FORMED 1. ALL"SHOT PINS"SHALL BE POWDER ACTUATED FASTENERS PER NOTE: NOTE: STUD WITH SECTION OF THE GENERAL STRUCTURAL NOTES. THE COLD FORMED SECTION OF THE GENERAL STRUCTURAL NOTES. 1. ALL"SHOT PINS"SHALL BE POWDER ACTUATED FASTENERS PER 1. ALL"SHOT PINS"SHALL BE POWDER ACTUATED FASTENERS PER ROOF DECK PERPENDICULAR (3)#10 SCREWS 2. FLOOR DECK PERPENDICULAR IS SIMILAR. THE COLD FORMED SECTION OF THE GENERAL STRUCTURAL NOTES. THE COLD FORMED SECTION OF THE GENERAL STRUCTURAL NOTES. SLIP CONNECTION AT FLOOR FIXED CONNECTION AT FLOOR KICKER ATTACHMENT AT DECK VERITCAL SLIP CONNECTION AT FLOOR N � C G M 4 SCALE:NTS `� SCALE:NTS v SCALE:NTS SCALE:NTS M REF SHEET:s3.01 STUD FRAMING SEE PLAN 40OS137-33 BRACE 2"MIN BEARING I I T150 TRACK WITH#10 @ 48"OC LINO VERTICLIP SLB OR EQUAL DECK PER PLAN SCREW EACH SIDE OF AT EACH STUD AND ONE ON I"MAX GAP I I I I EACH STUD.TRACK TO � y.+ I I 600S137-43 MATCH GAUGE OF STUDS. EACH SIDE OF JAMBS, CLOSURE PLATE J 1 COORDINATE APPROPRIATE STRONGBACK WITH 1 DECK PER PLAN r CLIP SIZE WITH STUD SIZE. ROOF DECK (2)#10 SCREWS TRACK TO MATCH GAGE OF WHERE OCCURS CONT BENT PLATE INSTALL PER MANUF 0 TO EACH STUD ANGLE 4x4x14 GA x4" STUDS. ATTACH TO BEAM WITH LONG BENT PLATE WITH BENT PL PER + L PER 8 s5.32 (2)SHOT PINS @ 16"OC (4)#10 SCREWS TO 8/s5.32 WHERE BEAM SEE PLAN ATTACH CLIP TO STRONGBACK AND(4)# OCCURS (Y EACH CLOSURE PLATE 10 SCREWS AT BRACE TO BEAM SEE PLAN Ad #10 SCREW EACH SIDE w w 2-12 SIDE WITH(4)SHOT PIN BENT PLATE OF EACH STUD,CENTER > FASTENERS CONNECTION IN SLOT Cc O I I STUD FRAMING I SLOTTED DEEP TRACK TO HSS10x5x1/4 L2x2"SHINY 90"WITH i�� 600T125-33 TRACK SEE PLAN MATCH GAUGE OF STUDS. SLOTTED DEEP TRACK BELOW BEAM SEE PLAN (2)#10 SCREW STAGGERED I I TYPICAL STUD/JAMB LINO WITH(1)#10 I I (AS OCCURS)ATTACH TO �� � AT EACH STUD TO MATCH GAGE OF STUDS. �+ SEE PLAN SCREW EACH SIDE OF BEAM WITH(2)SHOT PINS � L EACH STUD. (AS OCCURS)ATTACH TO BEAM AT EACH STUD STAGGERED 0 NOTE: WITH(2)SHOT PINS @ 16"OC ^> 1. ALL"SHOT PINS"SHALL BE POWDER ACTUATED FASTENERS PER W r THE COLD FORMED SECTION OF THE GENERAL STRUCTURAL NOTES. N (� to 8 VERTICAL SLIP CONNECTION AT ROOF 9 TYPICAL KICKER CONNECTION AT STUD 10 STUD TO BEAM 11 SLIP CONNECTION 12 BOTTOM TRACK CONNECTION SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS REF SHEET:s3.01 REF SHEET:s1.03 REF SHEET:s3.02 revision: no. desc. date Fiq COPING/CAP, SEE ARCH I I SEE 10/s5.52 FOR SLOTTED TRACK TO I I BEAM CONNECTION INFILL METAL STUDS, project: 231106 SAME SIZE AND SPACING date: 02.1 1.25 AS STUDS BELOW I I I I EXTEND DECK TO OUTSIDE FACE OF STUD.ATTACH BOTTOM TRACK WITH(1)#10 SCREW AT EACH DECK FLUTE permit set BEAM,SEE PLAN CITY APPROVED PLANS METAL STUDS,SEE PLAN PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS cold formed HEADER,SEE PLAN details 13 PARAPET OVER OPENING SCALE:NTS s5.52 REF SHEET:s3.01 Page 179 of 180 CONCRETE CONTINUOUS FOOTING SCHEDULE CONCRETE PIER SCHEDULE SIZE REINFORCING WIDTH LENGTH REINFORCING MARK WIDTH DEPTH TOP BOTTOM COMMENTS MARK "W" "L" VERTICAL HORIZONTAL PIER TYPE COMMENTS CF1.5 V-6" 1'-0" (3)#5 CONT LONGITUDAL CP2424 24" 24" (8)#6 #3 TIE SETS AT 8"OC A,B,C o��S`s-�1E AI ENGy CF4 4'-0" V-6" (5)#5 CONT LONGITUDINAL (5)#5 CONT LONGITUDINAL CP2654 26" 54" (32)#7 #4 TIE SETS AT 10"OC B 1'#5 AT 9"OC TRANSVERSE #5 AT 9"OC TRANSVERSE 18 8 CF5 5'-0" V-6" (7)#5 CONT LONGITUDINAL (7)#5 CONT LONGITUDINAL N oz/11�zs p #5 AT 12"OC TRANSVERSE #5 AT 12"OC TRANSVERSE r S CF6 6'-0" 2'-6" (9)#6 CONT LONGITUDINAL (9)#6 CONT LONGITUDINAL NOTES: 41 ORI #6 AT 8"OC TRANSVERSE #6 AT 8"OC TRANSVERSE 1. PROVIDE MIN(3)#3 TIES OR(2)#4 TIES WITHIN TOP 5"OF PIER TO ENCLOSE ANCHOR BOLTS. 2. PROVIDE CROSS TIE REINF AT EACH VERTICAL REINF AS SHOWN IN PIER TYPE. 3. ALTERNATE TIES WHERE OCCURS. 4. REBAR LAYOUT TYPES ARE FOR CONFIGURATION ONLY,FOR QUANTITIES,SEE SCHEDULE ABOVE. CONT HORIZ BAR THRU PIER a T 1: 1. CONCRETE MAT FOUNDATIONS SIZE REINFORCING CY w MARK WIDTH LENGTH DEPTH TOP BOTTOM COMMENTS MF12 SEE PLAN SEE PLAN 1'-0.. - #5 AT 12"OC EACH WAY - d MF18 SEE PLAN SEE PLAN 1'-6" #5 AT 6"OC EACH WAY #5 AT 6"OC EACH WAY TYPE TYPE CONT HORIZ TYPE BARTHRU PIER CONCRETE PIER SCHEDULE AND SECTIONS 2 SCALE:NTS CONCRETE SPREAD FOOTING SCHEDULE CONCRETE SLAB ON GRADE SCHEDULE CONCRETE WALL SCHEDULE SIZE REINFORCING MARK THICKNESS REINFORCING COMMENTS REINFORCING MARK WIDTH LENGTH DEPTH TOP BOTTOM COMMENTS 4"SLAB ON GRADE 4" 13x13 D5xD5 WWF MARK THICKNESS VERTICAL HORIZONTAL COMMENTS F4 4'-0" 4'-0" - " (4)#5 EACH WAY CW8 8" #4 AT 16"OC #4 AT 12"OC F7 7-0" 7-0" 1 V'-66" - (7)#6 EACH WAY CENTERED CENTERED ■ F8 8'-0" 8'-0" 1'-6" (8)#6 EACH WAY CW10 10" #5 AT 16"OC #4 AT 10"OC CENTERED CENTERED F9 9'-0" 9'-0" V-6" 8 #6 EACH WAY °"'"I"t-ft"i1°bupue"""" xemiaereu. This document is the property of erstad ARCHITECTS and is MASONRY WALL SCHEDULE protected by U.S. and REINFORCING international laws. Use, reproduction, or MARK THICKNESS VERTICAL HORIZONTAL COMMENTS modification of this MW8B 7 5/8" #6 AT 32"OC (2)#5 AT 48"OC SEE NOTE 2 document without first obtaining written MW10 9 5/8" #6 AT 32"OC (2)#5 AT 48"OC SEE NOTE 2 permission of erstad NOTES: MW10 HR 9 5/8" #5 AT 32"OC 2 #5 AT 48"OC "HI-R H"OPEN BLOCKS ARCHITECTS is prohibited. / ( ) This document may not be 1. FOR 4"SLABS WELDED WIRE FABRIC AND REBAR SHALL BE PLACED 1 1/2" WITH TYPE A&B INSERTS used in any unauthorized CLEAR FROM TOP OF CONCRETE. SEE NOTE 2 imanner. 02024 2. FOR SLAB GREATER THAN 4"WELDED WIRE FABRIC AND REBAR SHALL BE NOTES: MW10B HR 9 5/8" #6 AT 32"OC (2)#5 AT 48"OC "HI-R H"OPEN BLOCKS PLACED 2"CLEAR FROM TOP OF CONCRETE. 1. AT LOCATIONS WITH CMU PILASTER ABOVE,HORIZONTAL TIE SETS FROM WITH TYPE A&B INSERTS 3. SEE ARCHITECTURAL DRAWINGS FOR SLAB DEPRESSIONS,SLOPES,ETC PILASTER WILL CONTINUE DOWN TO BASE OF STEM WALL. SEE NOTE 2 N � FOOTING SCHEDULES SLAB ON GRADE SCHEDULE CONCRETE WALL SCHEDULE _ C 0 (2)ADDITIONAL VERTICAL BARS, M 1 SCALE:NTS SCALE:NTS SCALE:NTS WHERE OCCURS,SEE NOTE 4 A! M TYPICAL REINFORCEMENT AROUND �� 00 MASONRY PILASTER SCHEDULE MASONRY LINTEL SCHEDULE OPENINGS,SEE 7/s5.21 WIDTH LENGTH REINFORCING PILASTER OPENING DEPTH REINFORCING LINTEL Y MARK "W" "L" VERTICAL HORIZONTAL TIE SETS TYPE COMMENTS MARK WIDTH "D" TOP BOTTOM STIRRUPS TYPE COMMENTS �� y MP1024 10" 24" 1 #5 EACH CELL 1 #3 AT 8"OC B 0'-0"-4'-0" 32" (2)#6 (2)#6 #4 AT 12"OC A,B,C TYPICAL WALL - 4'-1"-V-0" 40" (2)#6 (2)#6 #4 AT 12"OC A,B,C - REINFORCEMENT, 6'-1"-8'-0" 48" (2)#6 (2)#6 #4 AT 16"OC A,B,C - SEE SCHEDULE MLS40 40" (4)#5 (4)#5 #4 AT 8"OC B (2)STIRRUPS AT 8"OC SEE DETAIL FOR LOCATION MLS48 - 48" (4)#5 (4)#5 #4 AT 8"OC B (2)STIRRUPS AT 8"OC SEE DETAIL FOR LOCATION •� ML1056 56" (4)#6 (4)#6 #4 AT 16"OC C 1. SEE DETAIL 2/sS.21 FOR REINFORCING PLACEMENT. -F XTCONCRETE WALL 2. ALL REBAR CENTERED IN EACH CELL,UNO SEE TOP OF WALL SEE TOP OF WALL TOP OF WALL,SILL, SEE M U 3. PILASTERS SHOWN ON 2ND FLOOR ARE TO BE CONT TO FOUNDATION,LINO NOTES: PLAN OR SILL ETC PLAN OR SILL ETC OR LINTEL DEPTH PLAN HORIZ WALL 4. PILASTER REINFORCING WILL CONTINUE TO BOTTOM OF STEM WALL. 1. FOR TYP LINTEL JAMB HORIZ WALL PER SCHEDULE REINF FOOTING V CONSTRUCTION AND REINF DOUBLE STIRRUP in ADDITIONAL INFORMATION, WHERE OCCURS, INSULATION INSERT'A' M O "L" "L" SEE 7/s5.21 STIRRUPS REINF SEE SCHEDULE ALLOWED ATONLY(NO INTELS) Q, 2. (1)#5 EACH FACE HORIZ BARS _ ALT SIDES _ COMMENTS ALT SIDES REINF 4- 0 AT 16"OC STIRRUPS REINF HI-R H BLOCK �+ NOTES: L LINTEL ALT SIDES INTEL REINF 1. PROVIDE ADDITIONAL REINFORCING AT WALL OPENINGS,ENDS,CORNERS,AND \ C E. L REINF STANDARD U-BLOCK INTERSECTIONS WHERE SPECIAL INSPECTION IS REQUIRED,SEE MASONRY TYP DETAILS. REINF (NO INSULATIO -N) M 2. ALL MASONRY CELLS TO BE GROUTED. HORIZ TIE HORIZ TIE 180°HOOK 3. FOR BOND BEAM,SEE MASONRY SECTION IN GSN'S. 1S0°HOOK,ROTATE04 SETS TYPE SETS TYPE 2"CLR,MIN 180°HOOK ABOUT VERT AXIS AS 4. PROVIDE MINIMUM(2)VERTICAL BARS WHEN THE DISTANCE BETWEEN ANY OPENING TYPES TYPES TYPES REQD TO FIT AND THE END OF THE WALL OR THE DISTANCE BETWEEN TWO ADJACENT OPENINGS IS IS LESS THAN TYPICAL SPACING OF VERTICAL REINFORCING. MASONRY PILASTER SCHEDULE (� MASONRY LINTEL SCHEDULE MASONRY WALL SCHEDULE 5 SCALE:NTS SCALE:NTS SCALE:NTS 0 revision: "B"SEE SCHEDULE no. desc. date STEEL BASE PLATE SCHEDULE STEEL FLOOR AND ROOF DECK SCHEDULE MARK THICKNESS DIM"B" DIM"N"("H") TYPE ANCHOR BOLT 1 1/2" 2" TOTAL CONNECTION AT BPL1 3/4" V-0" V-0" A (4)3/4"DIA BOLT WITH 9"EMBED LINO DEPTH, CONCRETE CONCRETE PERPENDICULAR CONNECTION AT END BPL2 3/4" V-0" V-0" B (4)3/4"DIA BOLT WITH 9"EMBED LINO w _ MARK GAUGE AND TYPE TOPPING DEPTH BEARING PARALLEL BEARING SIDE LAP CONNECTION BEARING REINFORCING 1'-0" 1'BPL3 3/4" -0" C (5)3/4"DIA BOLT WITH 9"EMBED UNO -_ FD 5.5 2"x 20 GA PLW2 DECK 3 1/2" 5 1/2" 4 PUDDLE WELDS PUDDLE WELD AT 18"OC PUNCHLOK AT 24"OC 3'MIN 5x6 W2.9xW2.9 WWF WITH FIBERFORCE 100 SYNTHETIC BPL4 1 1/4" 2'-0" 1'-2" D (6)1"DIA BOLT WITH 12"EMBED UNO N - MICROFIBERS AT 0.5 LBS/CY "B"SEE SCHEDULE "B"SEE SCHEDULE w 1/2"CLR RD 1.5 1 1/2"x 20 GA PLB-36 N/A N/A 7 PUDDLE WELDS WELDED AT 18"OC PUNCHLOK AT 18"OC 2"MIN 1 1/2" 1 1/2" 1 1/2" a __ + -- OR RD 1.5A 1 1/2"x 20 GA PLEB AC N/A N/A 7 PUDDLE WELDS WELDED AT 18"OC PUNCHLOK AT 18"OC 2'MIN TYP TYP TYP 1 2 z N 1/4 AISC ACOUSTIC DECK MIN project: 231106 J w _ - HSS COLUMN date: 02.1 1.25 w a 1/4 AISC w iv d 1/4 OR �� `i v CENTERLINE OF MIN MIN TYPE C COLUMN on oq 1/2"CLR "B"SEE SCHEDULE z z 2" 4„ 2„ permit set TYP 4" HSS COLUMN _ HSS COLUMN TYP NOTES: l7= w r a r� w --� - 1. DECK SHALL BE CONTINUOUS OVER 3 SPANS 4 SUPPORTS UNLESS NOTED OTHERWISE). 6 z ¢6_ CENTERINE OF CENTERLINE OF ( ) z du o_ 2. REINFORCING TO BE PLACED 1"CLR FROM TOP. z d w O z w.. COLUMN COLUMN o iry a_ v 000 F z o _ � 3. SEE 3/s5.32 FOR ADDITIONAL REINFORCING AT SUPPORTS. - tU� 0 CITY APPROVED PLANS TYPE TYPEvvi - -------i- - - --� -- OR ee"-d)or Code Compliance w _ 1/4 AISC PLANS MUST BE ON JOB SITE NOTES: `-A --�-- -- -- MIN schedules 1. FOR GROUT THICKNESS SEE SCHEDULE ON II/s5.01 FOR ALL INSPECTIONS 2. ANCHOR BOLT DETAIL,SEE 10/s5.01 TYP p o_ o HSS COLUMN TYPE CENTERLINE OF �` BASE PLATE DETAILS D COLUMN STEEL FLOOR AND ROOF DECK SCHEDULE v ■ 8 SCALE:NTS 9 SCALE:NTS Page 180 of 180