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Home My WebLink About24-0560 851 Pole Line Rd-Remodel-City Approved Plans OF TMNvMLIS �INYFAUfj City of Twin Falls �0 � General Inspection Notes �0ERVtN0 SERV►NG UP) a) 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 & standard practices. Compliance with all the provisions of applicable codes shall be required. O 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. Z This page and all approved plans, associated documents, revisions & changes to the plans must be maintained on site and available for review at all times. FIRE BUILDING FINAL INSPECTION INFORMATION O 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 * All re-bar must be tied in place at time of inspection. Fire Marshal prior to installation and inspection. * All hold down anchors installed properly. Final inspections are required by multiple City Departments/Inspectors prior t0 * 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: getting your Certificate of Occupancy. * Fire alarm system must be live and capable of calling the Twin Falls Dispatch Center on the day of * All hold downs must be installed per approved plans and manufacturers installation guide. testing. * Fasteners should not be overdriven and shiners should be removed and/or replaced. Make sure to have the approved set of plans and inspection card on site for all inspections. * Install the correct type of fastener at the correct spacing. Fire Sprinkler Inspection: If you have Special Inspections: Once the required special inspections have been completed a final * Fire sprinkler plans must be approved by the State Fire Marshal's office prior to installation and Framing Inspection: report needs to be submitted to the building department certifying corrections of any discrepancies inspection. Underground fire sprinkler line must be inspected by the Twin Falls Fire Department prior * Accessibility standards are in compliance. (ICC A117.1-2009) noted in the special inspection reports.This final report can be submitted any time before requesting [ ^ to be covered. * Required load paths to footing for all load points are installed. occupancy. �+ * Pipe or hose used for flushing the underground sprinkler line must be secure, incapable of * Stair rise and treads must meet code requirements. * Required Site Work inspections may be requested and completed as the work is done or as required movement, and is deemed safe by the inspector. *Min rise 4", Max rise 7", Max tread 11" by the specific department by contact the following: * Rough to cover inspection and hydro testing must be completed before covering or tenting the *Min nosing is 3/4", Max nosing is 1 1/4" and cannot differ in length by more than 3/8" above ground fire sprinkler system. * Provide required up-lift protection for all trusses. - Planning&Zoning (parking and landscaping) Planner-208-735-7270 or Office-208-735-7267 Kitchen Hood Inspections: Final Inspection: - Engineering (Retention, curb, gutter, sidewalk, drive approaches) * Fire suppression system must be installed and ready for trip test (trip link, balloons, etc.) prior to * Landings to meet minimum code requirements. (Doors 1010.1.6, Ramps 1012.6, Stairs 1011.6) Lab inspection line 208-735-3446 inspection. * Accessibility Standards are in compliance.(ICC A117.1-2009) -Street Department (road cuts) * Kitchen hood must be wired to initiate the fire alarm upon activation of the fire suppression system. * Egress door sign-age is posted and correct verbiage is used. Office- 208-736-2226 (The only exception to this is if the building does not require a fire alarm to be installed) * "DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED" * All electrical outlets, lighting, and appliances under the kitchen hood must shut down upon *Correct hardware has been installed on all doors. * When you are ready for any Fire Department inspections please call (extinguishers, activation of the fire suppression system. *Panic hardware is installed where required. fire/alarm/sprinkler systems): * Main gas valve must be installed and must shut down upon activation of the fire suppression *Accessible hardware is installed where required. Fire Inspection Line-208-735-7338 system. * Handrails shall be installed where required. * Exhaust fan must be capable of running continuously upon activation of the fire suppression * Stairways shall have handrails on each side. * When you are ready for a building final inspection on the structure: system. * All racking and shelving to be in place. Make sure you have the final inspections on the plumbing, electrical, and mechanical work. * Make up air must be capable of running continuously upon activation of the fire suppression system. * All Exit signs are field verified. (must be visible—nothing can block the line of sight) Call the building inspection line 208-735-7333 * Maximum Occupancy signs posted where required. All departments will be notified by this office to go do their final inspection. Final Inspection: * Special Inspection reports and balance reports need to be received by our office. * Address must be posted as outlined on the approved set of plans or previously approved by the If there is an elevator in the building please contact the Division of Building Safety at the following link Twin Falls Fire Marshal. PLANNING &ZONING for any permits/inspections: http://dbs.idaho.gov/programs/industrial/fagEL.html I ENGINEERING Landscaping: Once ALL the departments have signed the Certificate of Occupancy the Building Official will sign and * Our code allows for us to issue a TCO with landscaping incomplete; however, we cannot extend the then it will be ready to be picked-up or emailed. (All In order to streamline and eliminate confusion in regards to the engineering department commercial TCO beyond the current planting season.This means that we will work with the applicant on a permit inspections,the following will need to be inspected prior to signing the Certificate of definitive date of their choosing, but not typically beyond 2-3 months. If you need a Temporary Certificate of Occupancy there is a $1,000 refundable deposit required. All Occupancy. All inspections will be completed using the City of Twin Falls approved (stamped) plans. departments are required to sign and give a list of outstanding issues. Once the temporary is all signed Trash Enclosures: &the list made you will need to come in and sign stating you know what those issue are, that you will Storm Water Facility Inspections: (3 phases) * Trash enclosures should be finished before a final inspection is requested,this includes the front have them completed by the specified time, and will call for inspection as those items are completed. * Inspection of excavation, including dimensions and geotextile fabric. All adjoining trenches leading gate on the enclosure. Per our code, we cannot issue a TCO if this item is not completed. It is up to each department to determine if you meet their qualification for temporary occupancy. to storm water facilities also need to be excavated and inspected. * Inspection of storm drain pipes (per plans) need to be in place (not covered)for visual inspection. Note: If a building was originally done as a shell, the shell building permit is required to be finaled The drain rock must meet ISPWC section 801 Drain Rock requirements. All pipe connections to storm prior the tenant improvement permits can be finaled. In addition, if Temporary Occupancy is needed water facilities must be completed. Please have Address posted on site for all I there will be $1,000 refundable deposit for each permit. * Inspection of completed storm water facilities with the above referenced drain rock and geotextile fabric showing proper cover and overlap. Inspections. • Site Inspections: Please have a printed color copy of City * Verify that the parking lot layout (design) &striping matches the plans * Verify that the parking lot surface is an approved "hard" surface Approved Plans & Inspection Cards on site for * Verify that there is ADA compliant access from the Right-of-Way(ROW)to the building envelope all inspections. Right-Of-Way Inspections. * Verify driveway approach widths & locations according to plans * Verify ADA compliance of Curb/Gutter, Sidewalks, and Sidewalk/Driveway combinations O Verify ROW connections to other Agencies/Entities meet's ADA tolerances CITY APPROVED PLANS Flood Plain Inspections: * Verify flood plain location and compare plans to the site Reviewed for Code Compliance * Verify the commercial buildings are one foot above base flood elevation PLANS MUST BE ON JOB SITE When ready for inspection please call the Engineering inspection line at (208) 735-3446 for same day inspections call before 7:30 am. Having these inspections approved when the work has been FOR ALL INSPECTIONS • completed will ensure the Certificate of Occupancy is issued in a timely manner. U 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 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 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. City of Twin Falls CITY OF TWIN FA" 203 Main Avenue East Twin Falls, ID 83301 0`- coA 7Q <t P� Final Approved Plan Set Application No. 24-0560 Submission Documents: Document Name Document ID 24-0560-Shell drawings_ASMEP_2024.05.06-Rev#1.pdf 41504 Fire Hydrant Location Reference Sheet.jpg 41959 Comment Reviewer Contact Information: Reviewer Name Reviewer Email Reviewer Phone No.: G. Hammett ghammett@tfid.org (208)735-7232 Lori Williamson Williamson@tfid.org Jon Victor jvictor@tfid.org (208)735-7291 W. Klaver wklaver@tfid.org (208)735-7270 Sam O'Leary soleary@tfid.org (208)735-7248 General Comments Comment Reviewer: Department Status Review Comments ID 38 Sam O Leary: Engineering Open NO SITE/EXTERIOR WORK APPROVED WITH THIS PERMIT 43 G. Hammett: Fire Open AERIAL FIRE APPARATUS ACCESS - IAW 2018 IFC D105 If vertical distance between the road grade and the highest roof surface exceeds 30', approved aerial fire apparatus access roads shall be provided. Minimum unobstructed width of 26'. Access must be within 15-30'and parallel to one side of the building. Overhead utility and power lines shall not be located over road or between road and bldg. 44 G. Hammett: Fire Open 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 CAUGHT DURING FIELD INSPECTIONS. Comment Reviewer: Department Status Review Comments ID 45 G. Hammett: Fire Open Fire Alarm Control Panel(FACP)Access: Access doors and/or pathways leading to the FACP shall be labeled with an approved sign. The lettering shall have a minimum height of 2 inches with a minimum stroke of 3/8 inch. Red sign with white letters. "FACP" 46 G. Hammett: Fire Open EMERGENCY ACCESS KEY BOX IAW 2018 IFC 506 Knox Box:www.knoxbox.com If no existing(E) Knox Box,one shall be installed to the right of the main access door(s).All keys shall be identified with a tag indicating what the key unlocks. Box should be mounted 5-6 feet from ground level. Alternative locations shall be approved by the Fire Marshal. IF there is an(E) Knox Box,all keys/codes shall be updated. 47 G. Hammett: Fire Open Storage IAW 2018 IFC 315 Storage shall not exceed 12 feet in height and not be used for High Piled Storage as defined in 2018 IFC Ch.32. Combustible storage in buildings shall be orderly and separated from heaters or heating devices by distance or shielding so that ignition cannot occur. Combustible storage shall not be stored in boiler rooms, mechanical rooms,or electrical equipment rooms. Page 3 of 47 Comment Reviewer: Department Status Review Comments ID 48 G. Hammett: Fire Open Fire Extinguisher TI/REMODEL: If construction alters the paths of egress and/or any existing FE's, ensure that travel distance and correct mounting stays consistent with 2018 IFC 906 and NFPA 10. Portable fire extinguishers shall have a minimum rating of 2A-10B:C. The travel distance to an extinguisher shall not exceed 75 feet. Please assess if remodel will require more FE's. 49 G. Hammett: Fire Open Fire Riser Room/Fire Pump Access: IAW 2018 IFC 901.4.6.2, Markings on access doors:Access doors for automatic sprinkler systems risers'rooms and fire pump rooms shall be labeled with an approved sign. 50 G. Hammett: Fire Open TF water flow notification device to be a Horn/Strobe only (not Elec. Bell) 51 G. Hammett: Fire Open A Back-flow Preventer shall be installed to all new systems and any existing(E)fire sprinkler systems that are modified. For(E)systems,this type of alteration will require plans to be submitted to the ID SFM for review and Acceptance. 52 G. Hammett: Fire Open Emergency Responder Radio Coverage- IAW 2018 IFC 510 TFFD and TFPD digital and analog radio frequencies shall not be hinderd. The local in and out signal strength shall be sufficient. If occupancy is found to be deficient after testing,a local signal booster may be required to be installed. 2 W. Klaver: P&Z Open Previous Use= Retail Proposed Use= Retail Project does not constitute a change of use nor does it exceed an expansion of greater than 25%of the total existing building area. Sections 10-11-2 through 10-11-5 are exempt from this project. Information in the following table needs to be adhered to at all times: Page 4 of 47 Comment Page Reference Annotation Reviewer: Department Status Review Comments ID Type 11 A-601 Free Text Jon Victor: Building Safety Open DOOR HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE.(IBC SECTION 1010.1.9.1) ANY EXIT DOOR WITH A KEYED LOCK TO BE READILY DISTINGUISHABLE AS BEING LOCKED OR PROVIDE A PANIC, PUSH-PAD,OR LEVER THAT DEACTIVATES LOCK IN A SINGLE MOTION. SMALL THUMB LOCKS NOT ALLOWED. ANY DOOR OTHER THAN MAIN EXIT DOOR TO HAVE DOOR HARDWARE THAT UNLOCKS LOCK IN A SINGLE MOTION. PROVIDE SIGN ON MAIN EXIT DOOR,"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." 19 A-601 Free Text Jon Victor: Building Safety Open BUILDING 5 AS-101 Free Text Jon Victor: Building Safety Open 863 7 AS-101 Free Text Jon Victor: Building Safety Open 857 8 AS-101 Free Text Jon Victor: Building Safety Open 851 29 E2.0 Free Text Jon Victor: Building Safety Open FINAL PLACEMENT OF EXIT SIGNS TO BE DETERMINED ONSITE BY COTF INSPECTOR 29 E2.0 Free Text Jon Victor: Building Safety Open FINAL PLACEMENT OF EXIT SIGNS TO BE DETERMINED ONSITE BY COTF INSPECTOR 30 G-101 Free Text Jon Victor: Building Safety Open CERTIFICATE OF COMPLETION TO BE PROVIDED WITH THIS PERMIT. NO OCCUPANCY ALLOWED. THIS PERMIT TO BE COMPLETED BEFORE TI PERMITS CAN BE FINALLED. 16 M0.1 Free Text Jon Victor: Building Safety Open BALANCE REPORT REQUIRED BEFORE FINAL INSPECTION 17 M0.1 Free Text Jon Victor: Building Safety Open BUILDING 17 M0.1 Free Text Jon Victor: Building Safety Open BUILDING 28 M0.2 Free Text Jon Victor: Building Safety Open PROVIDE CONDENSATE OVERFLOW DEVICE PER IMC SECTION 307.2.3 35 M3.1 Free Text Jon Victor: Building Safety Open SEE ENGINEERING FOR STRUCTURAL REQUIREMENTS FOR NEW HOOD LOCATIONS. 36 G-101 Free Text Sam O Leary: Engineering Open 851 39 A-201 Free Text G. Hammett: Fire Open ADDRESS IDENTIFICATION - IAW 2018 IFC 505.1 New and existing buildings shall be provided with approved address identification, legible and placed in a position that is visible from the street or road fronting the property. Characters shall contrast with their background. Address identification shall be Arabic numbers or letters. Numbers shall not be spelled out. TF Best Practice; Commercial Buildings should have minimum 12"tall numbers and shall be affixed to the building. Numbers may be affixed to monument signs but as a secondary address location. Street name not needed if numbers are displayed facing assigned road. 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. 42 A-201 Free Text G. Hammett: Fire Open Determine On Site Page 5 of 47 Comment Page Reference Annotation Reviewer: Department Status Review Comments ID Type 40 A-202 Callout G. Hammett: Fire Open TENANT IDENTIFICATION - IAW 2018 IFC 403.11.1.5 Tenant ID shall identify the business name and address on secondary exits. Suite/Apt/Unit numbers shall be affixed near the main entry door(s)and on any secondary exit door. Minimum 4"tall and shall include the word "SUITE"or"APT"or"UNIT"etc. 41 E0.0 Free Text G. Hammett: Fire Open Fire Alarm System TI/REMODEL: If construction will move or alter the existing system, it may need to be evaluated by the Idaho State Fire Marshal's(ID SFM)office to ensure code compliance(2018 IFC 907& NFPA 72,2019 ed.)and back-up power calculations. If significant changes need to be made, plans shall be submitted to the ID SFM for Acceptance. Idaho State Fire Marshal sfm.planreview@doi.idaho.gov New work/changes shall not be covered up prior to fire inspection. Fire Inspection Line: 208-735-7338 32 P-001 Free Text G. Hammett: Fire Open Fire Sprinkler System TI/REMODEL: If construction will move or alter the existing system, it may need to be evaluated by the Idaho State Fire Marshal's(ID SFM)office to ensure code compliance(2018 IFC 903&NFPA 13,2019 ed.)and hydraulic calculations. If significant changes need to be made,a state licensed fire sprinkler contractor shall submit plans to the ID SFM for Acceptance. Idaho State Fire Marshal sfm.planreview@doi.idaho.gov New work/changes shall not be covered up prior to fire inspection. Fire Inspection Line: 208-735-7338 Page 6 of 47 F7 [N]STEEL COLUMN FOR REINFORCING[N]OPENING&[E]CMU WALL/[N]DOOR PACKAGE.SEE STRUCTURAL DRAWINGS FOR COMPLETE INFORMATION. [E]STEEL COLUMN TO REMAIN-PROTECT IN PLACE,TYP.G.C.TO VERIFY EXISTING F2 COLUMN CONDITION INSIDE DEMOLISHED WALLS WHERE OCCURS AND REPORT FINDINGS TO A/E TEAM PRIOR TO PROCEEDING DEMOLITION OF STRUCTURAL COMPONENTS. • F3 REMOVE[E]DOOR&FRAME.AND INFILL OPENING WITH[N]CMU WALL AS REQUIRED FOR NEW DOORS.FINISH TO MATCH ADJACENT EXISTING WALL.. Fq [E]RAMP,STAIR,AND LANDING TO REMAIN. O [E]PIPE BOLLARD TO REMAIN,TYP. F5 F5.1:[E]PIPE BOLLARD TO BE REMOVED OR RELOCATED AS REQUIRED. eM [E]ELECTRICAL EQUIPMENT TO REMAIN. F6 F6.1:[N]ELECTRICAL EQUIPMENT,REFER TO ELECTRICAL DRAWINGS FOR COMPLETE INFORMATION. MATT E. MAJEED,ARCHITECT F6.2 [E]GAS METER TO REMAIN. :T 216.520.1551 :F'216.520.1567 F6.3:PROVIDE[N]GAS METERS FOR FUTURE TENANTS.REFER TO PLUMBING DRAWINGS FOR COMPLETE INFORMATION. 7166 E.Pleasant Valley Rd.,$81te 320,Cleveland,OH 44131 F7 [E]WATER LINE AND[E]FIRE SPRINKLER RISER TO REMAIN. 1 2 3 4 5 6 O [E]FACP TO REMAIN. Seal'. FB F8.1:[E]FACP TO BE RELOCATED AS REQUIRED. LICENSED [E]PILASTER TO REMAIN,TYP. ARCHITECT ±46'_711/z ±46'-11Y' ±qq_p" ±43'-0' ±�-1 F9 [N]PILASTER PORTION OF[El PILASTER INCLUDING PEDESTAL TO ELEVATION FOR MORE INFORMATION, ON.MOVED TO ACCEPT F9.1:(E]PILASTER TO BE REMOVED. �� +1�,_1y„ F9.3:[N]PILASTER.SEE ELEVATION FOR MORE INFORMATION. 2 F10 [N]ROLL UP DOOR&MANDOOR. I I I FS A-102 F11 [N]TRASH COMPACTOR&10'X 40'CONC PAD.SEE STRUCTURAL DRAWINGS FOR F5 F4 COMPLETE INFORMATION. Mat[E.Majeed 1 (-- ---------------------------- - --1 STATE OF IDAHO F12 WALL SHEATHING BY FUTURE TENANT. I F13 5-10 I PROVIDE CONC I F40 I °F6.3° I I i PLATFORM AS O PROVIDE[N]TRASH ENCLOSURE(10'X 201,FUTURE TENANTS 8 CU YARD DUMPSTERS, REQUIRED. 0 F13 CONC.SLAB ON GRADE AND PIPE GUARDS.SEE STRUCTURAL DRAWINGS FOR COMPLETE INFORMATION A Project for: - r -- - - O 4 [N]STAIR&LOADING AREA.PROVIDE EMBEDDED STEEL EDGE(3X3X7/4)PROTECTION. r -+ - D25 D2 F6 6F27 D24 F1 SEE STRUCTURAL DRAWINGS FOR ADDTIONALINFORMATION. F4 1 ' 1 3 I I = F15 [N]STRIPING FOR ACCESSIBLE PARKING,ACCESS AISLE AND I.S.A.SIGN. T 1 114-_ _ F6.2 j F AND/OR PROVIDE[N]STRIPING FOR STANDARD PARKING STALL.TYP. r�� F3 F39 r[ ] li 4 F17 17y5/8 D +I F16 ACCESSIBLE PATH OF TRAVEL. V TVP, F39 9 - - - F17 [E]CMU WALL TO REMAIN,TYP. D121 D11 I -�____________ -----r--------- - F6.1 A.5 D J F18 [N]GYP BD.AT[N]TENANT DEMISING WALL/[N]STUD WALL WHERE OCCURS. - F18 F2 PROVIDE VERTICAL CONTROL JOINTS EVERY 30'-0'MAX.IN GYPSUM BOARD PER UJ F29 TYP TMP F25 MAJOR-1 TENANTS PROTOTYPE. TMR' I F19 LINE OF[E]CANOPY/SIGN BAND ABOVE Q ASR ROOM o i I 165 S.F. Flo LINE OF IN]CANOPY ABOVE AND CANOPY COLUMN. O O 4 E D13 p DO A-102 I cu F3 REMOVE[E]DOOR&STOREFRONT GLASS PANEL AND REPLACE WITH[N]STOREFRONT O Cl) L DO 24.------- -J F24 +I F21 TO ALIGN WITH UPPER STOREFRONT FRAME. w z Q F22 [N]ACCESSIBLE RAMP. LLI J [N]CMU OPENING.SAW-CUT[E]MASONRY WALL FOR[N]TENANT STOREFRONT J F18 F23 AND/OR DOOR OPENING.SEE STRUCTURAL DRAWINGS FOR OPENING SUPPORTS,TYP. w J A J Q F24 [N]ROOF HATCH.COORDINATE FINAL LOCATION WITH TI DRAWINGS. O LL D_ z E F25 [N]ROOF HATCH&STEEL LADDER TO BE COORD.W/STRUCT.STEEL PADLOCK BY GC. J / N<�:Typ. - F2 = O SEE DETAIL 16&26/A-502.COORDINATE FINAL LOCATION WITH TI DRAWINGS. 00 >� BTYP. [E]SIDEWALK AND/OR CURB TO REMAIN. 7EXITCORRIDO I +I F26.1:[E]CURBRAMP/SLOPETOREMAIN. L 628 S.F. F18 F27 [E]GENERATOR TO REMAIN-PROTECT IN PLACE. MD z1/ F28 Ro [N]RAILING.SEE DETAIL 9&10/AS-102. A O F28.1:HAND RAILING,SEE DETAIL 14/AS-102. U) O JMAJOR- 1 MAJ R-2 F77 _ F29 [N]6'CONCRETE FILED PIPE BOLLARD,TVP.SEE DETAIL 22/AS-103. D14 eo 23,483 S.F. I 20,3 5 S.F. TMP F30 [E]FIRE DEPARTMENT CONNECTION.-23�ti +I w t/1 1 - - - - - - - -- - - - - - - - - - - - --- - - - - - - D F31 [El UNDERGROUND WATER METER. Q F28 F32 [N]AT ACCESS. � OD02 46-1as/e" 9a 2, 85, 7/„ TYP. Q F33 [E]ATTIC ACCESS. Client: C F34 [E]PARKING LAYOUT AND/OR ACCESS AISLE TO REMAIN. GC TO VERIFY EXISTING SLOPE AND ADJUST FOR 2%MAX. + F35 WHERE ITS APPLICABLE AT[E]ACCESSIBLE PARKING AND ACOCESS AISLE,PE IN ANY DIRECTION, WOOD INVESTMENTS I I I j F18 F36 GC TO REPAIR/UPGRADE ACCESS AISLE TO WALKWAY FOR SMOOTH LEVEL COMPANIES, INC. TRANSITION AS REQUIRED. 1a'-D^TYP. 14 CORPORATE PLAZA,SUITE 120, SHOP F37 [N]ACCESSIBLE SIGN, BOLLARD.MATCH EXISTING. NEWPORT BEACH,CA 92660 3,586 S.F. F3 F38 [E]ACCESSIBLE SIGN,POST/BOLLARD TO REMAIN. 31M. 4 n ALE ROOF DRAINPIPE DOWN TO BELOW FLOOR SLAB.GC TO VERIFY EXACT LOCATION IN Revisions: D. '9 F3 COORDINATE WITH DEVELOPER&FUTURE MAJOR-2 CM FOR NEW DOORS INSTALLATION. M -1zz[N]MO TYPICAL NOTES scALE / F1 A 1 F [N]ENTR NA B F15 r -- F23 TYp EXT. MAJOR-1 ENTRY 'N'-EXISTING MASONRY - - - - 11 - - - - - - - - - - - - - - - - - - WALL WITH NEW 2X4@16"OC "B'-6"METAL STUD,3.5" F2 WOOD STUD FURRING,R-11 THK FIBERGLASS NOISE --- - BATT INSULATION,AND 5/8" CORRIDOR BARRIER BATTS WITH 5/8" D01 Ji TMP. INT. A GYPSUM BOARD TO DECK ON B GYPSUM BOARD TO DECK -------------- i •a I = - INT.SIDE. - ON EACH SIDE.PAINT FOR 3 �-- __®-- --®-- I � F2 Y A-102 F21 w CORRIDOR WALLS. _-� I N A.1 A.1 A.2 MFlTMP. F1 F1 A.2 +I MAJOR-1 EXT. AS IT OCCURSF g - 7_ 1 F1 F16X6 COLUMNTVP. 26. r _ ____ EN Y , 'C'-6"METAL STUD,3.5"THK ENTRY Ir-- 'A-1"-EXISTING MASONRY FIBERGLASS NOISE BARRIER ___ _______U_ J �� -�J WALLW SHOP BATTS TO DECK.PROVIDE ° ITH NEW 2X6 @16"OC C TYPE'7('S/8"GYPSUM BOARD -- D10 �` ----- AND 1/2"SHIM FOR WOOD STUD O DZ1 DZ0 INT. - TO DECK ON BOTH SIDES. --__ ---------1_____---1 ------------------� A.1 FURRING,R-11 BATT UL V465 WALL ASSEMBLY INSULATION,AND 5/8"GYPSUM 1-HR WALL F3 F35 F9 ____ _____ _____ _____ J BOARD TO DECK ON INT.SIDE. TYP. TVP. o- F33 F 9 F77 6X6 COLUMN MAJOR-2 "D'-6"METAL STUD DEMISING F37 9 TyP TYP F37 - EXT. AS IT OCCURS ---- --- 2"SHIMWA L OFOR W010 STUDO P. 1 'A-2"-EXISTING MASONRY FURRING,3.5"THK TYP' A-10 WALL WITH NEW 2X6 @16"OC MAJOR-1 FIBERGLASS NOISE BARRIER ® F9 F28 ----------- -- AND 1/2"SHIM FOR WOOD D BATTS TO DECK.PROVIDE 5/8" 9' 9'-0" 9'-0" 9'-0" -0" TMP' TMP' -0" 9'-0" 9'-" INT. A 2 STUD FURRING,R-11 BATT GYPSUM BOARD ON MAJOR-1. INSULATION TO DECK.WALL WALL SHEATHING BY FUTURE SHEATHING BY FUTURE TENANT AT MAJOR-2. F15 F35 TENANT AT MAJOR-2. F15 F35 TYR EXT. No. Description Date 'A-3"-EXISTING MASONRY MAJOR-2 "E"-8"METAL STUD WITH R3.5" Project No.: Z3.O43.10�30 WALL WITH NEW 2X4 @16"OC I -- WOOD STUD FURRING,R-11 THK FIBERGLASS NOISE ® BARRIER BATTS TO DECK 5/8, Drawn By: -- WATT INSULATION TO DECK. GYPSUM BOARD TO DECK ON WALL SHEATHING BY FUTURE MAJOR-1 MAJOR-1.WALL SHEATHING Revievied By: -- TENANT AT MAJOR-2. E BY FUTURE TENANT AT Scale: AS NOTED MAJOR-2. [E]8X8 COLUMN Date: 04.12.2024 EXT. AS IT OCCURS Filename: -- -- -- 'A-4"-EXISTING MASONRY ASR ROOM "P'-6"METAL STUD WITH WITH Sheet Title: WALL WITH 2X4 @16'OC R3.5"THK FIBERGLASS NOISE F34 WOOD STUD FURRING,R-11 BARRIER BATTS TO DECK, TMP 5/8, TYP > F3 N INT. A q BATT INSULATION TO DECK. PLYWOOD AT ASR ROOM. WALL SHEATHING BY FUTURE WALL SHEATHING BY FUTURE ❑❑ TENANT AT MAJORCITY APPROVED PLA TENANT AT MAJOR-2. FLOOR PLAN [E]8X8 COLUMN Reviewed for Code Compliance EXT. AS IT OCCURS permit 240560 'A.5"-EXISTIN BIAiMPMWAaE KEPT ON JOB WITH 2X4 @16'OGUTB6Q/13"f8WIM15PE TIS�: C TO FLUSH WALL WITH EXISTING FOR WOOD ST D FURRINJn)j R-11 Sheet#: INT. A 5 BATT INSULATI 1A%8, /.+• OLUMNS,BUMP-OUT WALL NOT GYPSUM BOA Q Jp Qf�K ON INT. A �ABLE. BIDE. A-101 OVERALL FLOOR PLAN SOAE WALL TYPES SCALE A 1/16" NA © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1STPLAI 66UBMIU/Lof 47p22724 F7 [N]STEEL COLUMN FOR REINFORCING[N]OPENING&[El CMU WALL/[N]DOOR PACKAGE.SEE STRUCTURAL DRAWINGS FOR COMPLETE INFORMATION. [El STEEL COLUMN TO REMAIN-PROTECT IN PLACE,TYP.G.C.TO VERIFY EXISTING F2 COLUMN CONDITION INSIDE DEMOLISHED WALLS WHERE OCCURS AND REPORT FINDINGS TO A/E TEAM PRIOR TO PROCEEDING DEMOLITION OF STRUCTURAL COMPONENTS. • F3 REMOVE[E]DOOR&FRAME.AND INFILL OPENING WITH[N]CMU WALL AS 1 O O REQUIRED FOR NEW DOORS.FINISH TO MATCH ADJACENT EXISTING WALL.. F4 [El RAMP,STAIR,AND LANDING TO REMAIN. v F5 [El PIPE BOLLARD TO REMAIN,TYP. aM F5.1:[EI PIPE BOLLARD TO BE REMOVED OR RELOCATED AS REQUIRED. 9 14'-1' 5'-2" F5.1 F11 TYp, F6 [El ELECTRICAL EQUIPMENT. MATT E. MAJEED,ARCHITECT O � F6.1 [N]ELECTRICAL EQUIPMENT,SEE ELECTRICAL DRAWINGS FOR COMPLETE INFORMATION. '.I 216.520.1551 (F_-'21t1.52O.1507 7100 E.Pleasant Valley Rd.,Suite 320,Cleveland,OH 44131 F7 [El WATER LINE AND[E]FIRE SPRINKLER RISER TO REMAIN. F20 28. TYP. 7". F28 y F29 F8 [El FACP TO REMAIN. Seal'. F31 F8.1:[El FACP TO BE RELOCATED AS REQUIRED. LICENSED [E]PILASTER TO REMAIN,TYP. ARCHITECT 1 F9.1:[E]PILASTER TO BE REMOVED. ARAafi004 2 1 v = F30 F5 F9 F9.2:PORTION OF[El PILASTER INCLUDING PEDESTAL TO BE REMOVED TO ACCEPT N e3 i - [N]PILASTER FINISH.SEE ELEVATION FOR MORE INFORMATION. F9.3:[N]PILASTER OVER CONIC BASE.SEE ELEVATION FOR MORE INFORMATION. 4 FB F28 [N]ROLL UP DOOR&MANDOOR. p [N]TRASH COMPACTOR&10'X40'CONC PAD.SEE STRUCTURAL DRAWINGS FOR A-502 2 H F11 COMPLETE INFORMATION. Matt E.Majeed STATE OF IDAHO ; F12 WALL SHEATHING BY FUTURE TENANT. F2 F12 F77TMP . S-10 PROVIDE[N]TRASH ENCLOSURE(10'X 20),FUTURE TENANTS 8 CU YARD DUMPSTERS, t-[N,.O 26•-95%" F13 CONCSLAB ON GRADE AND PIPE GUARDS.SEE CIVIL AND STRUCTURAL DRAWINGS FOR LEVEL LANDING AREA t0 a COMPLETE INFORMATION A Projectfor - WITH 2%MAX.SLOPE 74' S'-0"[N]M.O. 2'-8' '-4"[N]M.O. F17' 10 r F14 [N]STAIR&LOADING AREA.PROVIDE EMBEDDED STEEL EDGE(3X3X7/4)PROTECTION. O F23 F23 : - SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. RAMP DN. : F4 ru F15 AND/ORPPROVIDE[N]STRIPING FOR STANDARDS ARIKING STALL.I.S.A. `7q 6 ACCESSIBLE PATH OF TRAVEL. V 28 w n F81 ASR ROOM F17 [E]CMU WALL TO REMAIN,TYP. Q TY, JO O [N]GYP BD.AT TENANT DEMISING WALL/[N]STUD WALL WHERE OCCURS. W y � F18 PROVIDE VERTICAL L CONTROL JOINTS EVERY 30'-0'MAX.IN GYPSUM BOARD PER !7 n m F17 TYP. , MAJOR-1 TENANTS PROTOTYPE. M F22 m m F6.1 F19 LINE OF[El CANOPY/SIGN BAND ABOVE 1 1 1 Q O F23 q F20 Q "z p28 LINE OF[N]CANOPY ABOVE AND CANOPY COLUMN. Or Q O REMOVE[E]DOOR&STOREFRONT GLASS PANEL AND REPLACE WITH[N]STOREFRONT O ` O Cl) LEVEL LANDING AREA m F21 TO ALIGN WITH UPPER STOREFRONT FRAME. C Cr CC) WITH 2%MAX.SLOPE W z 2 9'4/ 8'-93�g' ±5'-Ir'[E] F22 [N]ACCESSIBLE RAMP. J � 5 [N]CMU OPENING.SAW-CUT[E]MASONRY WALL FOR IN]TENANT STOREFRONT Q J F72 F23 AND/OR DOOR OPENING.SEE STRUCTURAL DRAWINGS FOR OPENING SUPPORTS,TVP. L[� J TYP. O LL RAMP DN. ,,,,,,,,,,,,,n F24 [N]ROOF HATCH.COORDINATE FINAL LOCATION WITH TI DRAWINGS. J G z O [N]ROOF HATCH&STEEL LADDER TO BE COORD.W/STRUCT.STEEL PADLOCK BY GC. -g F25 SEE DETAIL 16&26/A-502.COORDINATE FINAL LOCATION WITH TI DRAWINGS. 00 ' 'J F26 [E]SIDEWALK AND/OR CURB TO REMAIN. 7 C F26.1:[E]CURB RAMP/SLOPE TO REMAIN. L -- - - - - - - - - - - - - - - - - - - - - - - - F F27 [E]GENERATOR. MD O 0,/��n N F28 [N]RAILING.SEE DETAIL 9&10/AS-102. / F17 O F28.1:HAND RAILING,SEE DETAIL 14/AS-102. U) TMp O F17 5 11 2 11/y F29 [N]6'CONCRETE FILED PIPE BOLLARD,TYP.SEE DETAIL 22/AS-103. `x' TYP. F30 [El FIRE DEPARTMENT CONNECTION. W F31 /'�V 1 [El UNDERGROUND WATER METER. F32 [N]ATTIC ACCESS. F33 [E]ATTIC ACCESS. ENLARGED STAIR&RAMP PLAN SCALE 4 ENLARGED STAIR PLAN SCALE 2 Client: 1/4..=1'-0" 1/4"=1'-0" F34 [E]PARKING LAYOUT AND/OR ACCESS AISLE TO REMAIN. F35 WHERE EXISTINGGC To VERIFY SLOPE DIRECTION, B AT[[E]ACCESSIBLE PARKING AND ACCESS AISLE, ITS APPLICABLE WOOD INVESTMENTS F36 GC TO REPAIR/UPGRADE ACCESS AISLE TO WALKWAY FOR SMOOTH LEVEL COMPANIES, INC. TRANSITION AS REQUIRED. F37 [N]ACCESSIBLE SIGN,POST/BOLLARD.MATCH EXISTING. 14 CORPORATE PLAZA,SUITE 120, NEWPORT BEACH,CA 92660 F38 [E]ACCESSIBLE SIGN,POST/BOLLARD TO REMAIN. F39 [E]ROOF DRAINPIPE DOWN TO BELOW FLOOR SLAB.GC TO VERIFY EXACT LOCATION Revisions: OC IN FIELD. TEMPORARY WALL&ROOF INFILL NOTE TYP. TYR 1.PROVIDE TEMPORARY AND SECURED WALL OPENING INFILL UNTIL 15 10 4 F2 CONSTRUCTION OF FUTURE TENANT DOOR IS INSTALLED. A502 A-502 A-600 F1 2.NEW HVAC CURBS FOR MAJOR-1 TO BE TEMPORARILY INFILLED,FRAMED F12 L AND BOARDED,PROVIDE METAL COVER AND FLASHING AS REQUIRED,TYP. [N]M.O.FOR[N]ENTRY TYP. 30'-4"[N]M.O.FOR[N]ENTRY F17 F1 F23 F1 F17 F23 F3 TYPTVP. F1 B - - A - 111 111111 - s m m � °1 ---- I - i 41' °liii lull 64'q'-2�� 4-2iF1 F9.1 F92 F9._______________________________ _ EF9.3I4--q. i a IT L______________________________ _____________________�_J -------------------E3 -------------------- --------------------O-------------------- --------------------O-------------------- - - - - F38 F3 • F37 •t<e> F19 No. Description Date ±17'-45%"[E] ERO CURB Project No.: 23.043.10/30 Drawn By: Revievied By: Scale: AS NOTED Date: 04.12.2024 Filename: -- F9 Sheet Title: CITY APPROVED PLANS ENL. FLOOR PLAN Reviewed for Code Compliance Permit 24-0560 PLANS MUST BE KEPT ON JOB SITE FOR ALL INSPECTIONS oat c:os/os/zoza Sheet#: Pe9e9of 40 0 A-102IL ENLARGED STAIR PLAN SCALE 3 ENLARGED STAIR PLAN SOAE 1 PLAN &DEMO KEYNOTES SCALE A 0" 1/4"=1'-0" NA © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHfS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1STPLAyYgUUBMIRLOf 47D22724 C1 EXPOSED TO ROOF STRUCTURE. • 8 [N]ILLUMINATED EXIT SIGNS,SEE ELECTRICAL DRAWINGS,TYP. O [N]ROOF HATCH AND ACCESS LADDER.SEE DETAIL 16&26/A-502. C3.1:[N]ROOF HATCH.SEE DETAIL 26/A-502. BM C4 [N]STEEL CANOPY.SEE STRUCTURAL DRAWINGS FOR COMPLETE "FORMATION. MATT E. MAJEED,ARCHITECT O NOT USED. 1Y 216.520.1551 F 216.520.1567 700 E.Pleasa rt Valley Rd.,Suite 320,Cleveland,OH 44131 O [El SOFFIT TO REMAIN, Seal'. C7 [N]EIFS SOFFIT&VENT,SEE DETAIL 4/A-501. LICENSED ARCHITECT AR@'W r� LIGHTING FIXTURES,SEE ELECTRICAL DRAWINGS,TYP. 1 2 3 4 5 6 C8.1:[El LIGHTING FIXTURES TO REMAIN. C9 C9.1:[E]ATTICCACCESS PANEL,SEE ACCE S TO REMAIN. 15/A-501. C70 INFILL[El ARCHED WALL FOR[N]STRAIGHTENED SOFFIT.SEE ELEVATION FOR Matt E.Majeed ADD'L INFORMATION.FINISH TO MATCH ADJACENT EXISTING SURFACE. STATE OF IDAHO I I i A Project for: I I I I I i CBTYP. TYP. I I c1 J I G mw EXIT - - - - - - - - - - - - Er O EXIT — - - - o 0 c2 O cM C2 C3 TYP_ O 2 E OJ TMP PLAN KEYNOTES SCALE B w Z EXIT Q � J 1yT D3., J O LL i STUD WALL(REFER TO STRUCTURAL DRAWINGS) /R In \ 1 V s� EXIT ILLUMINATED EXIT SIGNS WITH BATTERY BACK-UP " I 00 I I I MD ❑2 SURFACE MOUNTED CANOPY LIGHTS V/ I EXIT I 0 LIGHT FIXTURE.REFER TO ELECTRICAL DWGS. /�\//DECORATIVE WALL PAC(WALL MOUNTED AREA LIGHT) � 4 TYP. I I I REFER TO SHEET A-201 FOR MATERIALS AND FINISHES/COLORS LEGEND w I I I-0 EXTERIOR LIGHT FIXTURE I I Client: m C1 C1 TYP. TYP. z %TYP. WOOD INVESTMENTS w CORPORATE PLAZA,SUITE 1 , U COMPANIES, INC. Q 14 EWPORT BEA H,CA 92660 20 0 I Revisions: I - - - - _ - - - - --- - - - - - - - - - _ _ _ - - - - _ C I I I C7 TYP. I I I I I I I I I I I EXIT I I I - - - - - - - - - - - - - - - - - - - - - - --CB) q C9 cz cT ca.1 cs.1 ce TYP. TYP. I p, TYP. EXIT IT EXI O C8 a TYP. 10.-0.. EQ.C6 C70 C4 43'-0' TYP. No. Description Date Ca Project No.: 23.043.10/30 TYP. Drawn By: -- Reviewed By: -- Scale: AS NOTED Date: 04.12.2024 Filename: -- Sheet Title: N REFLECTED CITY APPROVED PLANS CEILING PLAN Reviewed for Code Compliance Permit 24-0560 PLANS MUST BE KEPT ON JOB SITE FOR ALL INSPECTIONS oat c:oslos/zoza Sheet#: Pe 8of40 4p A-121 REFLECTED CEILING PLAN SCALE 1/16"=1'-0" © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1STPLApygdUBMIgLOf 47022724 R7 [N]ROOF TOP UNITS AND CURB SYSTEM.SEE MECHANICAL DRAWINGS FOR • TEMPORARY ROOF INFILL NOTE: COMPLETE INFORMATION. 1.NEW HVAC CURBS FOR TENANT MAJOR-1 TO BE TEMPORARILY INFILLED, PROVIDE ROOF PENETRATIONS,STRUCTURAL SUPPORT,AND HVAC CURB,TO FRAMED AND BOARDED,PROVIDE METAL COVER AND FLASHING AS O ACCEPT TENANT'S RTU'S.SEE STRUCTURAL AND MECHANICAL DRAWINGS FOR REQUIRED,TYP. R7.1 COMPLETE INFORMATION.PROVIDE TEMPORARY PLYWOOD COVER AND SEAL UNTIL INSTALLATION OF TENANT'S RTU'S. REMOVE ALL[El MECHANICAL ROOF TOP UNITS,CURB AND DUCT SYSTEM.GC TO R7 FILL IN EXISTING OPENINGS,PROVIDE AND REPAIR COMPLETE ROOFING SYSTEM eM AS REQUIRED TO MATCH EXISTING.PROVIDE STRUCTURAL SUPPORT AS REQUIRED.SEE DETAIL 27/A-502. O REMOVE(4)SKYLIGHTS AND CURB SYSTEM.GC TO PROVIDE AND REPAIR MATT E. MAJEED,ARCHITECT R7.3 COMPLETE ROOFING SYSTEM AS REQUIRED TO MATCH EXISTING.PROVIDE STRUCTURAL SUPPORT AS REQUIRED. '.T,216.520.1551 (F 216.520.1567 [N]ROOF TOP UNITS OVER[E]CURB SYSTEM.GC TO INFILL,PROVIDE,AND 7100 E.Pleasa rt Valley Rd.,SBlte 320,Cleveland,OH 44131 R7 4 REPAIR COMPLETE ROOFING SYSTEM AS REQUIRED TO MATCH EXISTING. PROVIDE STRUCTURAL SUPPORT AS REQUIRED.SEE MECHANICAL DRAWINGS FOR COMPLETE INFORMATION. Seal'. R2 [E]PARAPET WALL TO REMAIN-PROTECT IN PLACE. LICENSED ARCHITECT REMOVE[E]CORNICE TO ACCEPT[N]DESIGNED CORNICE.SEE ELEVATION& AR$86 M r� R3 DETAIL 29/A-502 FOR ADD'L INFORMATION, 1 2 3 4 5 6 R4 EXTEND PARAPET MOLDING TO WALL RETURN AND WRAP TO REAR CORNER. TYPICAL AT PARAPET WALL RETURN. R5 LINE OF WALL BELOW. Matt E.Majeed R6 PROVIDE CRICKET AS REQUIRED,TYP. STATE OF IDAHO R7 LINE OF CANOPY BELOW, RB TO BE IN]ROOF BY FUTURE TENANT.PENETRATION,CURB AND CRICKET.LADDER&CAGE A Project for: Z: R8.1 R2 PROVIDE LADDER&CAGE,ROOF HATCH,PENETRATION,CURB AND CRICKET. TYP. PROVIDE EXTERIOR WALL FINISH ON RETURN WALL AND EXTENDT03"LOWER R9 THAN ADJACENT PARAPET WALL. _ p R10 [El ROOF STRUCTURE,ASSEMBLY TO REMAIN.GC TO PROTECT EXISTING R7 R7 2 --- R12 II SYSTEM DURING DEMOLITION AS REQUIRED. Q J TYP. TAP R5 �i R11 GC TO REPAIR[E]STORM LEADERS AS REQUIRED. J L W P R7 R1.4 ROOF WALK PAD.SEE DETAIL 30/A-501. F Q Z-- ® TYP. — — J — — / // [El ROOFING TO REMAIN.GC TO PROTECT EXISTING SYSTEM DURING DEMOLITION _____ ----------li AS REQUIRED.GC TO VERIFY THE EXISTING ROOF INSULATION R-VALUE.AND O Q ----- — — — — — F O PROVIDE ADDITIONAL BATT INSULATION UNDER THE ROOF DECK FOR PROVIDING Q I ' R13 MIN.ROOF ASSEMBLY U-VALUE OF 0.035(±R-35 VALUE),IF IT'S REQUIRED.FOR C'7 R 1 MAJOR-2 TENANT AREA,EXISTING ROOFING AND INSULATION CONDITION SHALL O 0 M -----JI L_____J I' R1.4 BE EVALUATED BY OWNER'S REPRESENTATIVE AND MAJOR-2 CM FOR 12 OJ R8 w r L-- - DETERMINING THE REQUIRED ROOFING AND INSULATION UPGRADE PRIOR TO Lu z -J PROJECT COMPLETION. R6 °o 0 TYP. °o < LJ J 'IrJ Z O R7.2 Z O Z O O LL I _ I --, - ----- II In / --------- -- - R2 J Ln z �V R1.1 II i TYP. I I II r I I ' j -- --- --TVP. - 1 1 I QO ' � I - - - ll --- ---- JI W J _ I _ MD ------------ 4 I / I R7.3 R1 O R6 .3 TYP. / \ 4 R2 II I I' RS ---J LJJ CV r--,I R1 TYP. Client: 0 / — R7.2 R6 R70 R11 R13 i' WOOD INVESTMENTS Q R5 III TYP.KEYNOTES THROUGHOUT li - COMPANIES' INC. THE ENTIRE TENANT SPACE. 14 CORPORATE PLAZA,SUITE 120, / III R1 2 NEWPORT BEACH,CA 92660 --- rvP- - R1 Ili i I Revisions: TYP. R71 ROOF CONSTRUCTION KEYNOTES SCALE B TYP. NA 0 O z 0 li FF z 0 z 0 U _J = I y N IIF N N 0 W X II ll X II X c. - III w III w U Z O V�'P. R1.3 R1 q II' TYP. ¢ R3 - I' a. +I I 'I� R12 ____ B_____ __ TYP. R1.2 II R6 n TYP. it TYP it TVP. _ 29 I i I ill R9 R4 l R7 I r A502 TYP. 1 1 ' I I i A A I of , A-301 la 29---------------- 0 A502 R2 I I R7 Typ I I I 1. CONTRACTOR SHALL CONFIRM THAT ALL ROOF AREAS ARE PROVIDED FOR NO. Description Date ±47'-2tq'[N]PARAPET CORNICE ±12V-75/8'IN]PARAPET CORNICE POSITIVE DRAINAGE TO ROOF DRAINS PRIOR TO SHEATHING OF ROOF. p 2. CONTACTOR SHALL PROVIDE CRICKET WHERE IT IS REQUIRED FOR PROVIDING Project No.: 23.043.10/30 3 3 POSITIVE DRAINAGE AT HIGH SIDE OF CURBED ROOF OPENINGS,PLATFORMS, Drawn By: B C D A-301 A-301 A-301 RETURN WALLS, VERIFY ETC. Revieveed By: -- 3. CONTACTOR SHALLLL VERIFY SIZE AND LOCATION OF ALL ROOF OPENINGS, PLATFORMS,ETC.WITH RESPECTIVE CONTRACTORS. Scale: AS NOTED 4. ALL ELEVATIONS SHOWN ON ROOF PLAN ARE GIVEN FROM THE FINISH FLOOR Date: 04.12.2024 ELEVATION. Filename: -- 5. CONTRACTOR SHALL PROVIDE A COMPLETE SINGLE PLY ROOFING SYSTEM FOR FLAT ROOF AREA INCLUDING,BUT NOT LIMITED TO,FLASHINGS,COPINGS,ETC. Sheet Title: REFER TO SPECIFICATIONS FOR COMPLETE INFORMATION. N 6. WHERE VENT PIPES AND UTILITY LINES PENETRATE THE ROOF SHEATHING, REFER TO DETAIL(8&9/A-501). 7. TPO ROOFING SYSTEM,SEE SPECIFICATIONS FOR COMPLETE INFORMATION. 8. PROVIDE ROOFING t-WAWFRiM4V DPILAi TO ALL HVAC UNITS AND ROOF PLAN AROUND HVAC UNI FS IRAAAggW AbQ.BY I IOOFING MANUFACTURER. 9. ALL HVAC UNITS SF ALL BE Fp"FIEE]td6 ACTORV ROOF CURBS AND LOCATED IN AREA DESIGNATED SITE FOR ALL INSPECTIONS oe�ea:os/os/zoza Sheet#: Pe9e9of 40 A-141 ROOF PLAN SCALE ROOF GENERAL NOTES SCALE A 1/16" © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1 ST PJ,�S641.1Bp/161-of 47022724 T T T T T T T 14T T T T T T 8T�----�,-T 1471.192 B L E A HBMA ±47'-103�C' ±90'-43�g' SHOP MAJOR-1 MAJOR-2 W W BM Z Z J J MATT E. MAJEED,ARCHITECT W ±33'-511,RE OVE PORTION F EXISTING EIFS AOUDING. W ±47'-2Ye'. EMOVE[E CORNICE TO A CEPT[N]CO INICE J INFILL F kCADE WALL T MATCH EXISTING.SEE J ±12S-7s/",R OVE[El CORNICE TO ACCEPT[N]C NICE '.I 216.52Q1551 (F_-'216.520.1567 i STRUCTUR DRAWINGS F R COMPLETE INFORMATION I 7100 E.Pleaaald Valley Rd.,Suite 320,Cleveland,OH 44131 ' Determine On Site $ed'' 9 I I m LICENSED ARCHITECT --- —_--_ — ARAafi004 1 I I ? L--------� [--------- -- --J n _ ,. Matt E.Majeed a 1 - il L STATE OF IDAHO z y A Project for: IO 00 0 00rLT Z i \ � 5 �� q - I a � I - I i 0 0 t 000 0 J [El SOFFIT MOLDING TO BE I W REMOVED AND PROVIDE FLAT M Q WALL SURFACE TO ALIGN ADJ. ±T3Y",REMOVE E DOOR&ST REFRONT GLASS 13 ±18'-0"IN]M.O. 2 3 2 [El WALLAS REQUIRED.FINISH PANEL.REPLACE H[N]STOR FRONT TO ALIGN ±12'-2"[N]M.O. 7.1 2 7.1 3 1.1 ±30'4"[N]M.O. 2 J FOR[N]STOREFRONT (, (`, (`, TO MATCH ADJ.[E]WALL. WITH UPP R STOREFRO T FRAME FOR[N]STOREFRONT (`, (`, (, (�, G FOR[N]STOREFRONT C O O 0Co CC SOUTH ELEVATION SCALE w zw 2 - J U7 J J J oz � z In 1.1 2 14 3 1 3 (D W 00 § g A C C A Z 1 MD V! 4 0 X 4 a W N +1 z Client: z_ 4 WOOD INVESTMENTS co b COMPANIES, INC. ±I 14 CORPORATE PLAZA,SUITE 120, NEWPORT BEACH,CA 92660 4 \ / Revisions: '4 INFILL OPENING WITH IN]CMU INFILL OPENING WITH IN]CMU WALLAS REQUIRED.FINISH TO WALLAS REQUIRED.FINISH TO 3 2 2 MATCH ADJACENT EXISTING WALL. 2 MATCH ADJACENT EXISTING WALL. 4.1 3 4.1 4.1 5 C C A C A C A A B EAST ELEVATION SCALE 1 ADDRESS IDENTIFICATION-IAW 2018 IFC 505.1 EFIS$TO STOUT MILANO TSW,TOP B B B HC-81'MANCHESTER TAN' B [E]CORNICE/MOLDING [N]BRICK VENEER q BENJAMIN MOORE H COATED W/STOCOLOR ACRYL PLUS#32100 New and existing buildings shall be provided with AND STO CLEAR COAT SEALER(SMOOTH& approved address identification,legible and placed 1_1 N CORNICE/MOLDING. 10 GLOSSY).APPLYSCORINGESIGN.AND TERN [ ] [N]CONCRETE BOLLARD OC38'ARCADIA WHITE' PER TJX/STP PROTOTYPE DESIGN. in a position that is visible from the street or road B EGGSHELL fronting the property. B2 11 [E]SPLITFACE CMU WALL [E]METAL AWNING BENJAMIN MOORE B KAWNEER MEDIUM BRONZE#28 HC-21'HUNTINGTON BEIGE' J (OR EQUIVALENT SYSTEM/COLOR) Characters shall contrast with their background. 3 [E]PRECISION CMU WALL 12 [E]LOADING DOOR EGGSHELL Address identification shall be Arabic numbers or B B C BENJAMIN MOORE QC-67'ICE MIST' letters.Numbers shall not be spelled out. B No. Description Date 4 12.1 K [E]METAL DOOR BENJAMIN MOORE[N]LOADING DOOR DEA719'ELECTRICGLQW' Project No.: 23.043.10/30 TF Best Practice;Commercial Buildings should D DUNN EDWARDS Drawn By: 4.1 13 ALUMINUM STOREFRONT SYSTEM DET629'FADE TO BLACK' have minimum 12"tall numbers and shall be affixed a [N]METAL DOOR B (FINAL DESIGN/LAYOUT BY TENANT) DE6163'MELTED WAX' L DUNN EDWARDS Revimed By: to the building. Numbers may be affixed to B DUNN EDWARDS Scale: AS NOTED monument signs but as a seconds address e [E]METAL RAILING 14 PROPOSED SIGN AREA SIZING TBD 9 secondary W/3/4"PLYWOOD BACKING BEHIND DE5299'SLIGHTLY GOLDEN' PLANTATION RED WIRECUT Date: 04.12.2024 location.Street name not needed if numbers are FINAL SIGNAGE BY OTHERS F DUNN EDWARDS FM BY:BRICK IT Filename: -- displayed facing assigned road. 5.1 [N]METAL RAILING 15 [E]GLAZING TO REMAIN AS-IS Sheet Title: Suite/Apt/Unit numbers shall be affixed near the [N]METAL CANOPY [N]CONCRETE BASE B D "NEUTRAL VALLEY main entry door(s),a minimum 4"tall and shall 16 G DUUNNNN EDWARDS include the word"SUITE"Or"APT Or"UNIT"etc. B [N]EIFS FINISH SYSTEM CITY APPROVED PLANS ELEVATION 7-1 Reviewed for Code Compliance [E]STUCCO Permit.24-0560 PLANS MUST BE KEPT ON JOB eLIGHT FIXTURE PER TJX C-SET SITE FOR ALL INSPECTIONS TO BE USED AT'SHOPS'ELEVATION Sheet#: FOR CONSISTENCY oelea:osloruzoza Pe 1 40 01 A-201 MATERIALS LEGEND BQALE A FINISHES/COLORS LEGEND SCALE B - - © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1STPr HE K UBp11TjALof 47022724 3 T AT �86`07/e' t90'-43%" ±47'-es�a'4.1 MAJOR MAJOR-1 SHOP W W Z 2 BM J J W W W MATT E. MAJEED,ARCHITECT J J CT'216.520.1551 F 216.520.1567 t 7100 E.Pleasant Valley Rd.,Suite 320,Cleveland,OH 44131 I I sealLICENSED I I ARCHITECT - ARAafi004 +I � +I I Matt E.Majeed - - - - - - - ------ STATE OFIDAHO w +I N I II I I�i I�i II M +I +I l ? A Project for: 9 I II ____ + Lim 0 _J TENANT IDENTIFICATION-IAW 2018 IFC 403.11.1.5 Tenant ID shall identify the business name and address on secondary +I W ' 2 3 5 exits. 16 12.1 5.1 10 5.1 C) C C C C A B D G //�� YOUR ADDRESS Suite/Apt/Unit numbers shall be affixed near the main entry door(s)and on I..L 0 any secondary exit door. Minimum 4"tall and shall include the word O O CI)"SUITE"or"APT"or"UNIT"etc. Cr oD W 0 NORTH ELEVATION SCALE 2 U J z - J J J Oz IL 3 11 6 15 3 1.1 9 7 1 W 00 A L L - A B M K E `z MD V! 0 X 4 W N 1I Client: +I 7 IL — J +I — W I --- + COMPANIES, INC. +I I 14 CORPORATE PLAZA,SUITE 120, z I - NEWPORT BEACH,CA 92660 +I +I [ Revisions: 3 12 5.1 10 5.1 2 2 C A G D B A C C C WEST ELEVATION SCALE 1 9 B HC-81'MANCHESTER TAN' EFIS$TO STOUT MILANO TSW,TOP[E]CORNICE/MOLDING B [N]BRICK VENEER COATED W/STOCOLOR ACRYL PLUS#32100 A BENJAMIN MOORE H AND STO CLEAR COAT SEALER(SMOOTH& GLOSSY).APPLY SCORING AND PATTERN 1.1 [N]CORNICE/MOLDING 10 [N]CONCRETE BOLLARD OC38'ARCADIA WHITE' PER TJX/STP PROTOTYPE DESIGN. B EGGSHELL B [E]SPLITFACE CMU WALL 11 E METAL AWNING BENJAMIN MOORE [ ] B KAWNEER MEDIUM BRONZE#28 CB HC-21'HUNTINGTON BEIGE' J (OR EQUIVALENT SYSTEM/COLOR) B [E]PRECISION CIVIL)CIVIL)WALL 12 [E]LOADING DOOR EGGSHELL BENJAMIN MOORE OC-67'MIN MOOREICE MIST' B No. Description Date [E]METAL DOOR BENJA 12.1 K[N]LOADING DOOR DEA719'ELECTRICGCOW' Project No.: 23.043.10/30 D DUNN EDWARDS Drawn By: 4.1 [N]METAL DOOR 13 ALUMINUM STOREFRONT SYSTEM B DUNN EDWADE TORDS BLACK' Reviewed B (FINAL DESIGN/LAYOUT BY TENANT) B DE6163'MELTED WAX' L DUNN EDWARDS Y ePROPOSED SIGN AREA SIZING TBD E DUNN EDWARDS Scale: AS NOTED [E]METAL RAILING 14 W/3/4.'PLYWOOD BACKING BEHIND PLANTATION RED WIRECUT Date: 04.12.2024 FINAL SIGNAGE BY OTHERS D 'SLIGHTLY GOLDEN' B BY:BRICK IT Filename: 5.1 [N]METAL RAILING 15 B DUUNNNN EDWARDS [E]GLAZING TO REMAIN AS-IS Sheet Title: B 16 D "NEUTRAL VALLEY" [NJ METAL CANOPY [N]CONCRETE BASE G DUNN EDWARDS B [N]EIFS FINISH SYSTEM CITY APPROVED PLANS ELEVATION 7-1 Reviewed for Code Compliance [E]STUCCO Permit.24-0560 PLANS MUST BE KEPT ON JOB eLIGHT FIXTURE PER TJX C-SET SITE FOR ALL INSPECTIONS TO BE USED AT'SHOPS'ELEVATION Sheet#: FOR CONSISTENCY De1ad:0&0&2024 Page 11 or40 is A-202 MATERIALS LEGEND BCALE A FINISHES/COLORS LEGEND SCALE B - - © MATr E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 7 PLAN CHECK SUBMITTAL 05.06.24 1 ST Pr CHECK SUBp11LTALof 47022724 SECTION NOTE O [N]ALUMINUM STOREFRONT SYSTEM WITH CLEAR GLAZING TO MATCH EQUIVALENT [El SYSTEM/COLOR OR KAWNEER MEDIUM BRONZE#28. • [E]ALUMINUM STOREFRONT SYSTEM WITH CLEAR GLAZING TO REMAIN, 1'1 PROTECT-IN-PLACE. [E]SOFFIT MOLDING TO BE REMOVED AND PROVIDE FLAT O [El FINISH FLOOR SLAB TO REMAIN. WALL SURFACE TO ALIGN ADJ.[El WALL AS REQUIRED. O [El CURB. FINISH TO MATCH ADJ.[El WALL. O [N]STEEL FRAME SUPPORT FOR[N]STOREFRONT OPENING.SEE STRUCTURAL DRAWINGS. BM A A O PRE-MANUFACTURED ALUMINUM CANOPY. O SAW-CUT[NJ CMU WALL TO ACCEPT[NI ENTRY OPENING. MATT E. MAJEED,ARCHITECT [El MEZZANINE FLOOR AND ITS ENTIRETY TO BE REMOVED.PROTECT-IN-PLACE 7 216.520.1551 F 216.520.1567 O [El STRUCTURAL ELEMENTS VITAL TO EXISTING STRUCTURE TO REMAIN.SEE 6'81/2' 3 q 1 STRUCTURAL DRAWINGS FOR ADD'L INFORMATION. 7100 E.Pleasant Valley Rd.,3BIte 320,Cleveland,OH 44131 O [E]CMU WALL/TRUSS/BEAM/STRUCTURAL FRAMING/FOOTING/ROOF DECK/ 3 POSTS TO REMAIN-PROTECT IN PLACE,TYP. 10 A3oz - Ab01 O FUTURE TENANT SIGN. Sear. SIM. LICENSED jam— J-BOX FOR FUTURE TENANT SIGN,SEE ELECTRICAL DRAWINGS. ARCHITECT AIR 4 b I I [El SOFFIT MOLDING TO BE REMOVED AND PROVIDE FLAT WALL SURFACE TO I ° I ALIGN ADJ.[El WALL AS REQUIRED.FINISH TO MATCH ADJ.[El WALL. It 1 23 12 [N]PAINT.SEE ELEVATIONS FOR COLOR APPLICATION. 0 0 77 21 7g [E]VENT SCREED. 18 n o 0 15 14 [N]LIGHT FIXTURE.SEE ELECTRICAL DRAWINGS FOR COMPLETE INFORMATION. Matt E.Majeed 1 1 26 STATE OF IDAHO 25 P5 15 SEE STRUCTURAL DRAWINGS FOR FRAMING/STEEL MEMBER(2X)INFORMATION. 9 5.1 SEE STRUCTURAL DRAWINGS FOR FRAMING/WOOD MEMBER(2X)INFORMATION. ° ° 9 116 [N]24"X 30"ATTIC ACCESS PANEL WHERE IT OCCURS,SEE 1/A-122 FOR LOCATIONS A Project for: JAND DETAIL XX/A-501. I' - 10 I � 17 [E]EFIS SYSTEM. [N]EIFS SYSTEM TO MATCH EXISTING. U 8 I TYP. 18 P. LJ 7' 24 19 [N]R-11 BATT INSULATION.SEE MECHANICAL DRAWINGS. V 21 5.1 19 3 20 [E]PAINTED CIVIL WALL. Q w z 11 [N]3/4"PLYWOOD BACKING BEHIND SIGNAGE. 2.1 =_ u o ° BEYOND w 15 ° O u 15 22 [N]GYPSUM BOARD. 00 w =Ei Q 25 24 ,^---- —^� 14 E +' ° 1 1 2.1 WALL FINISH BY FUTURE TENANT. 0 M o A-soz 4 F8, 23 [El LOWAND HIGH ROOF FRAMING AND FRAMED WALLS TO REMAIN.b _ H 11 0 7 - 24 GC TO VERIFY AND IF REQUIRED,PROVIDE 3/4"THICK,4'-0"WIDE PLYWOOD OVER O 0 00 5 -- _ / O METAL STUDS-ENTIRE LENGTH OF SIGN,COORDINATE WITH SIGN VENDOR. -- ---- -- ---- z-----z ----- ----- +' a [E]ROOFING TO REMAIN.GC TO PROTECT EXISTING SYSTEM DURING DEMOLITION z J z 25 AS REQUIRED.SEE ROOF PLAN NOTE IN CASE OF ROOFING AND INSULATION J J uJ 8--// o. = O¢z0 UPGRADE REQUIRED. O a r LLI J I O 26 SINGLE PLV MEMBRANE ROOF. C J = 14 ¢¢ 5 = O r1iiw c O 11 m 27 [N]PILASTER AND CONIC BASE. J D- z ro z w 1 ZN s ow Do b u ¢w W 27 O 3 a T 3 +I 2 3 +I a¢ p l+(�] +I v/ O NOTE: / \ 4 COORDINATE INSIDE OF WALL CONSTRUCTION-CONDUITS,PIPES, WIRES,ETC.WITH T.I.DRAWINGS PRIOR TO APPLYING SHEATHING. W /'�[ WALL SECTION SCALE p WALL SECTION SCALE B V DETAIL 1/4"=1'-0" DETAIL 1/4"=1'-0" Client: A g WOOD INVESTMENTS COMPANIES, INC. 14 CORPORATE PLAZA,SUITE 120, NEWPORT BEACH,CA 92660 I I Revisions: I 7=-0s�gl I I W I I IS 25 9 I I 25 15 t - — 8 8 8 9 TYR TYP. _ TYP. 22 w ° 22 5.1 19 18 II II 13 A-502 1^ 17 I I E I I I I = 5Fo 4 I 4 No. Description Date q I1( 1 I Project No.: 23.043.10/30 Drawn By: -- 11 Reviewetl Byz Scale: AS NOTED Q z Ow o Date: 04.122024 Filename:O _z w6 Sheet Title: Z¢ObHwWALL r� +I 3 2 3 CITYAnEDIPLANS 2 SECTIONS PLANS MUSTBEKE ONJOB SITE FOR ALL INSPECTIONS oelea:o�o�zoza Sheet#: pe 12of40 A-301 WALL SECTION SCALE G WALL SECTION SCALE WALL SECTION SCALE MAJOR-"B'ENTRANCE 1/4"=1'-0" DETAIL 1/4"=1'-0" C MAJOR-"A"ENTRANCE 1/4"=1'-0' A © MATr E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1STPr HE K UBp11 Lof 47022724 2"(TP) MIN.24 GA.G.I.COPING,PRIME AND PAINT.PROVIDE 2-0" P'-D' 2-0" zRr CONTINUOUS CLEAT W/SHEET METAL CONCEALED PLATES AT COPING BUTT JOINTS AT 10'-0"O.C.SETTi • INSULATION WHERE OCCURS,SEE COPING JOINTS W/SOLID BED OF POLYURETHANE [E]CMU WALL MECHANICAL DRAWINGS. CAULKING SEALANT TO CONCEALED PLATES DOUBLE 2 x FRAME SECURELY ATTACH TO W.R.GRACE,ICE&WATER SHIELD AROUND OPENING. FRAME WITH SCREWS. IF 4 5/8"PLYWOOD SHEATHING v ° FOR SIGN GE SOFFIT �Z T7 � � enl o° �Q CONT.CLEAT 2xFRAMING,SEE MATT E. MAJEED,ARCHITECT H\ 1 EIFS OVER /2" CONT.SEALANT o PL'A� NON-LAMINATED SKID RESISTANT PRE-COAT EPSfFOAM OVER,OOD ACRYILIC o° / 1"EIFS PLYWOOD SHEATHING STRUCTURAL DRAWINGS 7100 E.P588881d V8118y Rd.,$01te 3�1,Cleve 216.520.1567 rl _ ` land,OH 44131 L=j WALK PAD COMPATIBLE WITH v 4' CYLINDER LOCK _ ROOF MEMBRANE FLASHING 1"EIFS OVER BUILDING MODIFIED CEMENT ADHESIVE PER OVER ADHESIVE,PROVIDE PAPER OVER SHEATHING Seal. 2(TYP) ROOFING SYSTEM MANUF.RECOMMENDATION. q 2'-0" `O / PANEL ACICESS FLUSH DOOR, INTERMEDIATEFASTENERS OVER 2x STUD @3'-0"MAX.INTERVALS FOR 1/2"PLYWOOD LICENSED STYLE-K,WITH CYLINDER WALL FLASHING S SHEATHING ARCHITECT _ BRICK VENEER LOCK.PAINT TO MATCH ARABfiINW ADJACENT SURFACE COLOR, 2X FRAMING,SEE WHERE IT OCCURS STRUCTURAL DRAWINGS 1�SECTION ROOF WALK PADS SCALE ^S TOP MOLDING SCALE ATTIC ACCESS PANEL SCALE EDGE FLASHING SCALE 1 0 EIFS SCORE JOINT SCALE 5 1/2"-1'-0" 30 1-1/2"=1'-0" 20 ,"=,'-D' 15 3'-1'-0' AT CANOPY 1-1/2"=1'-0" Matt E.Majeed STATE OF IDAHO NOTE: [E]CIVIL WALL PROVIDE COMPLETE INSTALLATION FOR ROOFING AND FLASHING AS RECOMMENDED 2 x FRAMING,SEE BY MANUFACTURER. VENT PIPE STRUCTURAL DRAWINGS A Project for: WOOD FRAMING SEALANT 3/4"PLYWOOD SHEATHING e FOR CATWALK,WHERE IT EXTERIOR PLASTER OVER OCCURS METAL LATH OVER 10 mm SURE 8"WIDE FLASHING STRIP WITH CONTINUOUS SEAMLESS LEAD CAVITY OVER BLDG.PAPER OVER WELD EDGES,OVER FASTENER AND PLATE 2 3'-0"MAX.SPACING ROOF FLASHING PLYWOOD B OCKING BEAD OF INDUSTRIAL ROOFING KNOX BOX 3200 SERIES CEMENT ALL AROUND RECESSED MOUNTED W/FACE ROOF MEMBRANE FLASHING OVER ADHESIVE, _ _ Q �O �O FLANGE HINGED DOOR MODEL z PROVIDE INTERMEDIATE FASTENERS L PERMASEAL OR APPROVED EQUAL i @ 3'-0"MAX.INTERVALS FOR WALL FLASHING oa __ g PLYWOOD /— LEAD SKIRT OVER J SHEATHING SINGLE PLY ROOF MEMBRANE STEEL REINF.BOOT 1"EIFS OVER EA NOTE: o SEESTRUCT. PLYWOOD SHEATHING M VERIFY HEIGHT AND LOCATION - w OVER 1/4"DENS-DECK / BEAD OF INDUSTRIAL ROOFING 1 1 1 Q w DWGS. / CEMENT ALL AROUND PER FIRE DEPARTMENT VENT SCREED,PONE,BY = CONTINUOUS WELD REQUIREMENTS. a 'PLASTIC COMPONENTS" O O CONT.EDGE SEALANT AS REQ'D. Q � rE-COATEPSFOAMOVERACRYLICp ODIFIED CEMENT ADHESIVE PER Q PLYWOOD SHEATHING MANUF.RECOMMENDATION.SEE O ('O AS OCCURS DETAIL 20/A-.1 O Lu OJ OF SHEATHING 4'X 20 GA.MTL BLOCKING BACKER ROD z FASTENER AND PLATE &SEALANT BRICK VENEER FOR FRAMING.SEE STRUCTURAL BRAKE METAL,MATCH BEYOND J KNOX BOX SCALE 19 FLASHING SCALE 14 VENT FLASHING SCALE 9 STOREFRONT CO SOFFIT VENT SCALE 4 �` O LL SEE STRUCTURAL 3"=1'-0" AT STUD PARAPET 3"=1'-0" @ ROOF 1"=1'-0" G. J z LEAD VENT PIPE FLASHING 1 00 W/PRIMED FLANGE SET IN ' 1 1 1 BED OF .NAIL AT !/ MD 3"O.C.TURNURN DOWN INSIDE PIPE 1"MIN. FACE OF STUD }�^ �/YZ 1"EIFS 10 '� 2x BLOCKING BEAD OF INDUSTRIAL PLYWOOD AS OCCURS. v/ {/ ROOFING CEMENT ALL O AROUNDW1. ` ' 8 6 x 4 FLANGE 2 PLY STRIP FLASHING 24 GA.G.I.FLASHING 4° FEATHER 10'AND 14" W CV ASSEMBLY BY'FRY REGLET OUT ONTO ROOFING CORP.',TYPE"ST OR APPROVE EOUAL PROVIDE a - 6"MINIMUM END LAPS. PLYWOOD SHEATHING 314"PLYWOOD SEE STRUCT. EXTEND ROOFING UNDER SEAL PLIES OF ROOFINGJClient: DWGS. FLASHING W/MASTIC NOTE: 1 EIFS CH. VENT PIPE CONTROL JOINT: EXTEND MEMBRANE ROOFING TO GJV-1 BE OPENING.INSTALL COLLAR FLASHING WOOD INVESTMENTS SYSTEM ON TOP MEMBRANE ROOFING. COMPANIES, INC. FLASHING SCALE ^S VENT PIPE FLASHING SCALE R EIFS SCALE 3 14 CORPORATE PLAZA,SUITE 120, AT STUD PARAPET 3"=1'-0" 13 @ROOF 1-1/2"=1'-0" "' CONTROL JOINT 1"=1'-0" `"' NEWPORT BEACH,CA 92660 ROOFTOP EQUIPMENT Revisions: I I r- �---- - ------ DUCT LINING e I e INSULATED FACTORY CURB DUCT DROP 1/4 1 4 #6 BARS @ 6"OC I I CONTINUOUS PT WOOD SHIM TO LEVEL CURB i V��I, 11 1 3/4'0 LAG BOLTS @ 12"OC- #6 CROSS BARS @ 12'OC MIN 6"EMBEDMENT � TO O I x FB FRAME ATTACHED I---- — FOR FRAMING REFER I TO JOISTSISTS @ STRUCTURAL DRAWINGS WITH 1/2"MB 18"OC L j MIN-2 MB @ EA SIDE BAR FOR BURGLAR BARS REFER PEEN THREADS AFTER TO DETAIL 10/- INSTALLATION TACK WELD NOTES: NOTE: 1. COORDINATE ALL BURGLAR BARS WITH THE MECHANICAL CONTRACTOR. 1. COORDINATE ALL BURGLAR BARS WITH MECHANICAL EQUIPMENT INSTALLER. 2.INSTALL BURGLAR BARS AT ALL OPENINGS EXCEEDING 9"SQUARE(SEE DETAIL 12/-). 2.BURGLAR BARS AT OPENINGS EXCEEDING 9"SQUARE IN WALLS AND ROOF. 3.REFER TO STRUCTURAL DRAWINGS FOR REINFORCING AT AC UNIT ROOF AREA. BURGLAR BARS SCALE 12 AIR CONDITIONING UNIT SCALE 7 AT ROOF OPENINGS 3"=1'-0" ON FACTORY CURB NTS No. Description Date Project No.: 23.043.10/30 Drawn By: -- Revieveed By: -- Scale: AS NOTED Date: 04.12.2024 Filename: -- Sheet Title: S cITr nPP�fo D PLANS DETAILS rNde PLA ¢KEPT ONeJOB SITE RALL INSPECTIONS oelea:os/os/zoza Sheet#: Pe9e 13of40 A-5 01 © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1 ST PJ,&S6KSUBp/12ri-of 4712724 1"EIFS M DRWIT,INSTALL COMPLETE [E]CMU WALL. 6"STEEL COLUMN. 2X6 WITH 1/2"SHIM WALL SHEATHING BY FOR WOOD FURRING FUTURE TENANT. MIN.24 GA.G.I.COPING,PRIME AND PAINT. SYSTEM PER MANUF.'S RECOMMENDATION. MIN.24 G.A.GALV.MTL.FLASH'G. WALL WITH R-11 BATT PROVIDE CONTINUOUS CLEAT W/SHEET INSULATION. 6'STEEL COLUMN. • 5/8"PLYWOOD SHEATHING OVER STUD,DTYP.RAWINGS SET IN BED OF SEALANT.COLOR METAL CONCEALED PLATES AT COPING BUTT 5/8"GVP BD.OVER BRAKE METAL TO MATCH SEE STRUCT.DRAWINGS TO MATCH CANOPY,TYP. JOINTS AT 10'-0'O.C.SET COPING JOINTS W/ STOREFRONT COLOR. SOLID BED OF POLYURETHANE CAULKING ___ F ___ ____ _ J-MOLD,TYP. BACKER ROD 2X6 WITH 1/2" --- --- ----- ----- "i BITUTHENE MEMBRANE AT CLOSURE STRIPS SHIM FOR WOOD SHIM AS REQUIRED. BRAKE METAL TO SEALANT TO CONCEALED PLATES. BACK OF STEEL PLATE,TYP. CONT.SEALANT FURRING WALL MATCH STOREFRONT WITH R-11 BATT COLOR. W.R.GRACE,ICE&WATER SHIELD SLOPE. STEEL BEAM.SEE STRUCT. INSULATION. i 20 GA MIN.LOW PROFILE RIBBED MIN. DRAWINGS 3/4"PLYWOOD SHIM AS REQUIRED. METAL PANELS WITH#10 SCREWS =-� CATWALK v AT 6'O.C.MIN. BM p LIGHT FIXTURE.SEE 3 TEXTURE TO MATCH ° 2X5 ASS SUPPORTS SPACED AT ��,y 0 ELECTRICAL DRAWINGS EXISTING WALL TO FACE OF MATT E. MAJEED,ARCHITECT 6'-0"O.C.MAX.,TYP.-SEE STOREFRONT. w TEXT REEXISING TO ATCH 1 EI RESISTIVE AIRIWATER BARRIER 93/a' ° 7 T 216.520.1551 F'216.520.1567 z// (// STRUCTURAL DRAWINGS _ Y PORTION OF[E]PILASTER TO REMAIN. DEMO PORTION OF[E]PILASTER v F COATING OVER 100 E.PleasantValley Rd.,Suite 320,Cleveland,OH 44131 4„ TO ACCEPT[N]BRICK VENEER, + [E]CMU WALL, SHEATHING,TYP. PLANTATION RED RECUT BY PRE-COAT EPS FOAM OVER BRICK IT,SEE ELEVATION FOR = J, J, FRAME,SEE STRUCTURAL Seal. 12"C-CHANNEL,SEE p-91/2 ACRYLIC MODIFIED CEMENT ADOL INFORMATION,TYP. BRICK VENEER OVER STRUCTURAL DRAWINGS. ADHESIVE PER MANUF. - METAL LATH OVER DRAWINGS FOR ADD'L LICENSED 2X2 HSS TUBE STEEL "TYP. RECOMMENDATION. `- -- - -- - ------ -- - INFORMATION,TYP. °a• ARCHITECT WELDED BETWEEN 2X5 2X2 HSS TUBE STEEL _ --J PLYWOOD SHEATHING. ARABfiOM SEE STRUCT.DRAWINGS FOR 2„ 2„ 4'-0' 2 2" SEE ELEVATION FOR WELDED ON TOP OF 2X5 -- - FRAMING INFORMATION. ADD'L INFORMATION,TYP. BRICK VENEER BEYOND BRICK VENEER BEYOND (2)y"DIA.X 5"LAG SCREWS y y y 6"LINE OF CONCRETE BASE SEE DETAIL 28/- LINE OF 6"CTYPONCRETE BASE BELOW,LONG [E]CMU WALL. AT 32"O.C..SEE STRUCT.DRAWINGS 2" 2" 3'10" 2"2" BELOW,TYP. TOP MOLDING ABOVE. CANOPY DETAIL SCALE 25 DETAIL SCALE 15 DETAIL SCALE 10 DETAIL SCALE 3 1-1/2"=1'-0.. (BRICK VENEER TO EIFS TRANSITION) 1-1/2"=1'-0" (BRICKVENEER) 1-1/2"=1'-0" 1-1/2"=1'-0" ISTATE E.Majeed OF IDAHO MIN.24 GA.G.I.COPING,PRIME AND PAINT. 1"EIFS BY DRWIT,INSTALL COMPLETE PROVIDE CONTINUOUS CLEAT W/SHEET SYSTEM PER MANUF.'S RECOMMENDATION. DIMENSION TO FIT 4'Y,s, METAL CONCEALED PLATES AT COPING BUTT 8. 5/8"PLYWOOD SHEATHING OVER STUD,TYP. ° J-BOX A Project for: JOINTS AT 10'-0"O.C.SET COPING JOINTS W/ / SEE STRUCT.DRAWINGS SOLD BED OF POLYURETHANE CAULKING 4-1/2"DIAH SEALANT TO CONCEALED PLATES. O MACHINE BOLTS CONTINUOUS CAULKING ALL AROUND,TYP. a< SIDE OF LIGHT FIXTURE. W.R.GRACE,ICE&WATER SHIELD SLOPE. _ 8"x8"x1/4"THK. - 4'Ys"SQUARE METAL J-BOX ANCHOR PLATE - MOUNTED TO 2X2 FRAME v O O PROJECTING PLATE ° 12X12X u"STEEL PLATE WELD TO ANCHOR PL. WELDED TO 2X2 HSS \ STEEL ROD SEE STRUCT.DRAWINGS FOR T--n ° e STEEL MEMBER AND -- 0 J 4 _____________ CONNECTION INFORMATION BITUTHENE MEMBRANE AT 10"DIA.SURFACE MOUNTED 1,0„ W 4' BACK OF STEEL PLATE,TYP. LIGHT FIXTURE.SEE ELECTRICAL M PRE-COAT EPS FOAM OVER DRAWINGS W ACRYLIC MODIFIED CEMENT / C-CHANNEL PROJECTING PLATE 1 Q ADHESIVE PER MANUF. I ANCHOR PLATE I J-MOLD,TYP.. A-A SECTION RECOMMENDATION.MATCH 1"DIA.ADJUSTABLE STEEL ADJACENT EIFS FINISH I I ROD.SEE ELEVATION O , F 5/8"GYP BOARD. Qco 1"EIFS OVER 2-LAVERS#30 O O CO CO I 6' I _ FELT UNDERLAYMENT OVER _ _ WOOD STUD&BATT CruJ I STEEL 1 PLYWOOD SHEATHING OVER 4 INSULATION PER PLAN TRASH ENCLOSURE. z [E]CMU WALL. ROD STUD,TYP.SEE STRUCT.PLAN 9 V` BRICK VENEER BEYOND S-10 \ w J SCALE 20 GA MIN.LOW PROFILE RIBBED a SIM. r CORNICE 29 METAL PANELS WITH SCREWS ------ MIN.11/4"O GALV.PIPE \ O LL G -... HANDRAIL.TYP. c 1-1/2„=1'-0" AT 6"O.C.MIN. - -..,4 Z z SEE STRUCTURAL DRAWINGS FOR TIE ° FRAMING&STEEL MEMBER [E]CMU ROD CONNECTION,STEEL TUBE,AND AND CONNECTION.SEE tb V 4 r WELDING INFORMATION. ° STRUCT.DRAWINGS ❑ '"' 00 BRICK VENEER OVER MORTAR OVER ° (2)Y'DIA.X 5"LAG SCREWS EXPANDED METAL LATH 2X5 HSS SUPPORTS SPACED AT AT 32'O.C..SEE STRUCT. 4° 6'-0"O.C.MAX.,TYP.-SEE DRAWINGS z r- -- ------- --------- -- 2-LAYERS#30 FELT UNDERLAYMENT STRUCTURAL DRAWINGSMD - - ' ' •° ' OVER SHEATHING OVER STUD. 4 a. 9 2%SLO MIN.24 G.A.GALV.MTL.FLASH'G. `g'M �� ,,pp 0.0. r Ro MIN. SET IN BED OF SEALANT.COLOR Yy,,Opo8o°°U9 Oov o off''' a v PL/1/,/ ° TO MATCH CANOPY,TYP. -�50 o��00 0 CONTINUOUS SEALANT AT 2'TYP. BACKER ROD _ V O BOTTOM SHEATHING °° CLOSURE STRIPS • -° ` L&R WEEP SCREED _ r CONT.SEALANT A CMU WALL X (LR 3501) ° —— - AND FOOTING (�' 1'CHAMFER,TYPICAL = - 1'-0"+11" 11" w ` `� THREAD SMOOTH SACK FIN.CONC CURB. 4° STEEL COLUMN BEYOND 5'-0"LANDING CONT.BEAD OF SEALANT ° .. .... . .- 5„ A-A •• _ - 12"C-CHANNEL,SEE [E]WALKWAY STRUCTURAL DRAWINGS. ,_0„ BRAKE METAL TO MATCH 'G 2X2 HSS TUBE STEEL STOREFRONT COLOR a SEE STRUCTURAL DRAWINGS FOR WELDED BETWEEN 2X5 CONT.SEALANT EACH SIDE ° OF STOREFRONT FRAME COMPLETE INFORMATION-STRUCTURAL Client: REBAR,CONC SLAB AND CONNECTION, a ° 2X2 HSS TUBE STEEL AT EACH LOW PROFILE LIGHT FIXTURES. STOREFRONT PER PLAN TYP. SIDE OF LIGHT FIXTURE. MOUNTED TO STEEL PLATE. PROVIDE CONTINUOUS SEALANT 1/2"PRE-MOLDED 12X12ft'STEEL PLATE AROUND LIGHT FIXTURE AS 2X2 HSS TUBE STEEL EXP.JT.FILLER. WELDED TO 2X2 HSS REQUIRED.SEE ELECT.DRAWINGS WELDED ON TOP OF 2X5 NOTE: WOOD INVESTMENTS 1.ALL STEEL INCLUDING BOLTS AND SCREWS MUST BE HOT-DIPPED GALVANIZED. 2.SEE STRUCTURAL DRAWINGS FOR COMPLETE INFORMATION. COMPANIES, INC. BASE DETAIL,TYP. SCALE 28 CANOPY DETAIL SCALE 13 STAIR AND RAILING DETAIL SCALE 14 120, (BRICKVENEER) 1-1/2"=1'-0" 1-1/2^=r-o^ v2"=r-o^ N EW PORT BEACH,CA 92660 Revisions: METAL GUTTER WITH REMOVE[E]HVAC CURB,TYP. L7"MIN. CONTINUOUS BEAD GUTTER STRAP METAL CLOSURE f SEE STRUCTURAL DRAWINGS FOR COMPLETE OF SEALANT PIECE MATCH TO[E]ROOFING INFORMATION-STRUCTURAL MEMBER,ROOF CONTINUOUS METAL BOTTOM CLOSURE 20 GA MIN.METAL DECK AND CONNECTION,TYP SET IN SEALANT PROVIDE CONNECTION TO ANGLE FLASHING W/ DECK ROOFING } __ FRAME WITH V VERTICAL = EXPANSION SO ANN CHORS DOWNSPOUT 10"HSS DEFLECTION ALLOWANCE B.O.ROOF DECK 20 GA MIN.METAL DECK ROOFING m 10"HSS w �j RIGID INSULATION BOARD AS REQUIRED 0 < 3 10 HSS O 1 PER ENERGY CODE OVER METAL DECK, [E]CMU WALL SEAL AIR TIGHT TO UNDERSIDE OF CURB. 2x6 METAL STUD W/PDPAWL SHOT PINS 20 GAMIN.METAL 10"HSS AT 12"OC STAGGERED TO[E]ANGLE& DECK ROOFING 22'-3" #10 SCREW EACH LEG EACH RAFTER. 0 3'-3" 13'-1" 5'-11" SEE STRUCTURE DRAWING FOR PROVIDE 2X BLOCKING IN WALL 1'-4" 11-8 [E]CMU WALL COMPLETE INFORMATION. AT EACH WALL BRACKET.ATTACH SLOPE TO WALL WITH 3"X 1/2"LAG �— 2 SCREWS INTO WALL BLOCKING. w = 0 < DS DS CURB CAP/DECK INFILL SCALE 27 F--(T�DETAIL 3/4"=1'-0" PAINTED 5"WIDE METAL GUTTER v k--- -----------------T17 —d 11 LATCH WITH INSIDE AND ti OUTSIDE HANDLES BY EPDM GASKET AT Ei O HATCH MANUFACTURER- PERIMETER OF HATCH iv SAFETY CAGE BUILT FROM 2"X A PROVIDE HARDWARE AS o ¢ 1/4"VERTICAL STEEL STRAPS p �r No. Description Date SCHEDULED o¢ co gZ F PAINTED 04 STEEL POSTS, F 1 __________-- Project No.: 23.043.10/30 ALUMINUM COVER AND w c w y ' _ _ _ COVER LINER WITH 2" a w _ SEE STRUC'L DRAWINGS la ______-- DrawnB: -- POLYISOCVANURATE SAFETY ur PAINTNEWCAGEAND 0 j - `____________ ¢ O �O F—, —iF---------------- —ir------� Y COVER INSULATION POST > LADDER"SAFETY YELLOW' p PAINTED STEEL DOWNSPOUTS, p Reviewetl By: -- O Q SECURE TIGHT TO POST Scale: AS NOTED Date: 04.12.2024 CURB WITH m m INTEGRAL CAP Ua Ug i/ 3 '� ii � 0 AUTOMATIC HOLD OPEN, FLASHING BY —il HINGE,LIFTING MANUFACTURE MECHANISM,AND ARM �� O i �' Filename: GUIDE BRACKET BY 2'RIGID 3/4"PLYWOOD g ' — li li Sheet Title: MANUFACTURER INSULATION - AT CURB 3/4"0 ROUND STEEL RUNG WITH w NON-SLIP SURFACE,TYP. 0 ¢ u r-�r -_ B'W x, DETAILS ANNEL 4'CH ro - pKl�1/ED PLANS _ COILI 0 DOOR STRINGER Reviewed for code compliance Permit 24-0560 PLANS MUST BE KEPT ON JOB PROVIDE CRICKET pROVIDE F.R.T.BLOCKING TO REFER TO b A- ELEVATION PER ROOF PLAN SITE FOR ALL INSPECTIONS ACHIEVE HEIGHT REQUIREDtLL STRUCTURAL Ul Detad:0&p&2024 Sheet#: FOR CURB FLASHING BY FOR STEEL FRONT ELEVATION: Q SIDE ELEVATION: MANUFACTURER SUPPORTS < Pe9e 14 of 40 A-502 HATCH ROOF SCALE (/+� ROOF LADDER SCALE CANOPY AT REAR LOADING AREA SCALE AT MAJOR-1 AND MAJOR-2 3/4"_,'-0" 2`� AT MAJOR-2 ,/2,=,'-D" 16 DETAIL 1/4"=1'-0" 1 © MATr E.MAJEED,ARCHITECT 2024 ALL RIGHfS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1 ST PJ,&SUKSUBp/116L of 47022724 PER PLAN REFER TO STRUCTURAL PROVIDE LATERAL BRACING AS REQUIRED. FOR TOP CONNECTION NOTE:NO LATERAL BRACING/KICKERS TO [El ROOF DECK EXTEND INTO TENANT SPACE. 5/B'x 1YTYPE'X'GYP. �? [EI INSULATION • SEE PARTITION BOARD ATTACHED TO TOP ^U za FIREPROOFING AS REQUIRED TRACK P.BOTH SIDES.) �¢ TYPE w WIRE SEC SECURE =p ¢ INSULATION. I METAL STUDS,REFER TO STRUCTURAL ¢ FUTURE I DWGS.FOR SIZE,GAUGE&SPACING O O O 1/z 1/z O > WIFE HANGERS I FULL NOISEHEIGHTBARRIER R BATK INSULATION CONT.CAULK TVP. BLOCKING I NOISE BARRIER BATTS INSULATION er4 FUTURE SUSPENDED 518'GYP.BD.FULL HEIGHT BOTH MATT E. MAJEED,ARCHITECT ACOUSTICAL CEILING I SIDES.OR 5/e"TYPEXGYP.BD. F FOR1-HRWALLAPPLICATIONOR ':T 216.520.1551 F'216.520.1567 METAL FRAME z WHERE OCCURS ¢ FINISH BY FUTURE TENANT. z I 7166 E.Pleasant Valley Rd.,Suite 320,Cleveland,OH 44131 PAINTED w O O O O m N REFER TO STRUCTURAL i Seal'. II SEE DOOR TYPE it DWGS.FOR BOTTOM r7 LICENSED j CONNECTION i [E]CONCRETE SLAB ARCHITECT CONT.SEALANT ON I AR 9116ppq BOTH SIDES I PER PLAN NOTE:PROVIDE METAL STUDS AT DEMISING WALL PARTITIONS. WHERE MULTI OCCUPANCY OCCURS.TYP. JAMB SCALE 15 TYPICAL DEMISING PARTITION SCALE 5 DETAIL 6"=1'-0" N.T.S. Matt E.Majeed STATE OF IDAHO PER PLAN FUTURE VESTIBULE -I [E]COLUMN BRAKE METAL,MATCH A Project for: STOREFRONT COLOR 6" 41/z' DOOR PACKAGE 2 1/2'STUD,TYP. SEE PARTITION C COLLUMN.UMN.SEEE SHIM&CAULK,TYP. S O O O TYPE O WALL ABOVE STRUCTURAL op DRAWINGS. `-V CONT.CAULK TYP. , _____ J 1 1 I V V � � 11 GRID M METAL FRAME ] 1 1 1 Q O O O PAINTED O WALL ABOVE )[N]STOREFRONT& DOOR,SEE ELEVATION ]` � <0 Co � rC` SEE DOOR TYPE O G cc CC)DOOR IN CASE Lu z OF EMERGENCY 1 <!] PER PLAN /1/ J 11+ W J HEAD SCALE 14 STOREFRONT DETAIL SCALE 4 O LL < DETAIL 6"=1'-G. 1-1/2"=1'-0" J D_ z J 3: 1. SCREENS,BARRICADES,OR FENCES MADE OF MATERIAL WHICH PRECLUDE HUMAN 1 00 1-3/4"x 4-1/2"ALUMINUM FRAME 3"MIN. CLIMBING SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF,BALCONY,OR 1 1 1 SIMILAR SURFACE WHICH IS WITHIN 8 FT OF THE UTILITY POLE OR SIMILAR 1"INSULATED GLASS DOOR STRUCTURES. _ MD FLOOR TILE CONCRETE 2. WOOD FLUSH-TYPE DOORS SHALL N-WIN THICK MINIMUM WITH SOLID CORE METAL KNOCK DOWN i BEVEL STOPS(TYPICAL) CONSTRUCTION.DOOR STOPS OF IN-SWINGING DOORS SHALL BE OF ONE-PIECE FRAME(TYP.) SLAB CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB. EPDXY EDGING 3. ALL PIN-TYPE DOOR HINGES ACCESSIBLE FROM THE OUTSIDE SHALL HAVE -1"INSULATED GLASS w STEEL CHANNEL O o - NON-REMOVABLE HINGE PINS.HINGES SHALL HAVE MINIMUM 1/4"DIAMETER STEEL OV EXTERIC R INTERIOR JAMB BEYOND JAMB STUD WITH 1/4"MINIMUM PROTECTION.THE STRIKE PLATE FOR LATCHES AND HOLDING DEVICE FOR PROJECTING DEAD BOLTS IN WOOD CONSTRUCTION SHALL \/ ' ¢V _ ROLL UP DOOR W/HOW,TRACK, BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NO LESS THAN 'J< aV.F O O3 WEATHER STRIP - r t, ° ° - P °. Da ° HOOD,LOCK, 2-1/2"LONG. WEATHERSTRIPING&SIDE 4. PROVIDE DEAD BOLTS WITH HARDENED INSERTS:DEADLOCKING LATCH WITH p o ° - n - ° BOLTS&VINYL SEAL KEY-OPERATED LOCKS ON EXTERIOR.LOCKS MUST LOCKS MUST BE OPERABLE OR m w ALUMINUM THRESHOLD w ¢ SPECIAL EFFORT(LATCH NOT REQUIRED IN B,F,AND S OCCUPANCIES. Z- PEMKO#225A 72 TO BE 5. STRAIGHT DEAD BOLTS SHALL HAVE A MINIMUM THROW OF 1"AND AN EMBEDMENT O SET INGROUT/MORTAR IIIIII� = w OF NOT LESS THAN 5/8",AND A HOOK-SHAPED OR AN EXPANDING-LUG DEADBOLT DOOR PER SCHEDULE rt;i ¢ BED NOTE: STEEL CHANNEL SHALL HAVE A MINIMUM THROW OF 3/4". JAMB EMBEDMENT, m ¢ 6. WOOD PANEL TYPE DOORS MUST HAVE PANELS AT LEAST 9/16"THICK WITH SHAPED TOP OF CONCRETE FLOOR SLAB 1.INSTALL T WIDE EPDXY THRESHOLD UTIUZING TYP. 0 'PL NIBOND EBA".INSTALL IN ACCORDANCE PORTIONS NOT LESS THAN 1/4"THICK AND INDIVIDUAL PANELS MUST BE NO MORE THAN 300 SQUARE INCHES IN AREA. S LUONS SHALL BE CONSIDERED A PART OF WITH MANUFACTURER'S SPECIFICATIONS. - - - . +: Client: EXTERIOR � INTERIOR ADJACENT PANELS EXCEPT MULLIONS NOT OVER 18"LONG MAY HAVE AN OVERALL d ^ 'MAPEI'5415 INDUSTRIAL PARKWAY WIDTH OF NOT LESS THAN 2".STILES AND RAILS SHALL BE OF SOLID LUMBER IN 4, SAN BERNARDINO,CA 92407 THICKNESS WITH OVERALL DIMENSIONS OF NOT LESS THAN 1-3/8"AND 3"IN WIDTH. V INSULATED CONTROL JOINT(REFER PHONE:(909)887-6023/(800)426-2734 4Y 7. SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF TEMPERED GLASS ° TO STRUCTURAL DWGS) THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN DOOR PER SCHEDULE ° 2.CENTER WHEEDUCERSTRIPTODN.FRAME O SILL THE CLOSED OR PARTIALLY OPEN POSITION. WOOD INVESTMENTS PROVIDE WEATHER STRIPING OR WHERE INDICATED ON PLAN. 8. SLIDING GLASS DOORS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE "a o AT TOP AND SIDE OF DOOR TYP. SO CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED AS COMPANIES, INC. EXTERIOR DOOR HEAD &JAMB STOREFRONT DOOR HEAD STOREFRONT DOOR SILL FLOOR TILE REDUCER STRIP SCALE WALXTERIOR CMU REQUIRED BY LOCAL JURISDICTION.. SCALE Q SCALE �j SCALE Q 9. METAL OR WOODEN OVERHEAD OR SLIDING DOORS SHALL BE SECURED WITH A 14 CORPORATE PLAZA,SUITE 120, 28 23 1$ 13 WALL CYLINDER LOCK,PADLOCK WITH A MINIMUM 9/32"DIAMETER HARDENED STEEL NEWPORT BEACH,CA 92660 3"=1'-0" (JAMB SIM)OFFSET PIVOT DOOR W/CONCEALED CLOSER 3"=1'-0" OFFSET PIVOT DOOR 3"=1'-0" DETAIL 3"=1'-0" SHACKLE AND BOLTED,HARDENED STEEL HASPS,METAL SLIDE BOARD,BOLT OR [E]FINISH EQUIVALENT DEVICE UNLESS SECURED ELECTRICALLY OPERATED. 10. PROVIDE METAL GUIDES AT TOP AND BOTTOM OF METAL ACCORDION GRATE OF [E]CMU WALL. STEEL ANGEL JAMB GRILLE-TYPE DOORS AND CYLINDER LOCKS OR PADLOCKS.CYLINDER GUARDS BY ROLLING DOOR SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE CYLINDER Revisions: CONT.SEALANT, SOLID MFG. PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO N WOOD BAT BOTH GROUT GRIPPINGTOOLS. [NJ BOTH SIDES-TYP. m 11. IN B.F,M,AND S OCCUPANCIES,PANES OF GLAZING WITH AT LEAST ON DIMENSION FURRING 2X VVD.OR INSULATION AS - ROLL-UP DOOR W/HARDWARE o METAL STUDS @ OCCURS PLASTER STOP w '� LOCKING DEVICE,PEEPHOLE, GREATER THAN 5"BUT LESS THAN 48"SHALL BE CONSTRUCTED OF TEMPERED OR WALL 16"O.C. FOR WALL MATERIAL TRACKS,HOOD, APPROVED BURGLARY-RESISTANT MATERIAL OR PROTECTED WITH METAL BARS OR and FINISH,REFER TO PROVIDE 24 GA. WEATHERSTRIPPING,CHAIN GRILLES. O EQ. EQ. _ FALL,REDUCTION GEARS,ETC 12. GLAZED OPENING WITHIN 40"OF THE DOOR LOCK WHEN THE DOOR IS IN THE GYP BD. ROOM FINISH GALV.STEEL CLOSED POSITION,SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY op SCHEDULE RAIN DRIP AT BY GENERAL CONTRACTOR- RESISTANT MATERIAL,OR SHALL BE PROTECTED BY METAL BARS,SCREENS OR WHERE T - EAT.CONDITION, FASTEN ASSEMBLY PER MFR GRILLS HAVING A MAXIMUM OPENING OF 2".THE PROVISIONS OF THIS SECTION OCCURS PAINT TO MATCH SPECS(REFER TO DOOR PRE-FINISHED STEEL ADJACENT SURFACE. m 1/2" SCHEDULE) SHALL NOT APPLY TO VIEW PORTS OF WINDOWS WHICH TO NOT EXCEED 2"IN THEIR 1°DRYBIT EFIS, DOOR FRAME,SEE GREATEST DIMENSIONS. J SPECS 13. LOUVERED WINDOWS SHALL BE PROTECTED BY METAL BARS OR GRILLS WITH OVER[E]OR[N] J FACE OF CMU WALL 31/2'XCMU WIDTH OPENINGS THAT HAVE AT LEAST ONE DIMENSION OF 6"OF LESS,WHICH ARE PRESSED EXTERIOR CONSTRUCTEDTO PRECLUDE HUMAN ENTRY. CMU WALL METAL FRAME, (FINISH)XYa'CONT. 14. OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING ^` w DOOR,SEE DOOR SEE SPECS. STEELCHANNEL 0 w= SCHEDULE z JAMB DEVICES.IN B,F,M,AND S OCCUPANCIES,SUCH DEVICES SHALL BE GLIDE BARS O B PAINT TO MATCH CONT SEALANT z 0 U O [E]CMU WALL BOLTS CROSS BARS,AND/OR PADLOCKS WITH MINIMUM 9/32"HARDENED STEEL z g y EXTERIOR BUILDING w 0- w z COLOR SHACKLES AND BOLTED,HARDENED STEEL HASPS. IN]STOREFRONT 0 O¢W w 15. SLIDING WINDOWS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF _¢ _ THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN O'u 1 s' 2" 1 s" THE CLOSED OR PARTIALLY OPEN POSITION. ¢¢OQ 3 1-15/16, 1 9/16' O Ya 16. SLIDING WINDOWS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO o A 5.7/8' CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED AS [E]EXTERIOR CMU REQUIRED BY LOCAL JURSIDICTION. �RAME SECTION'A' WALL&FINISH 17. ANY RELEASE FOR METAL BARS,GRILLS,GRATES,OR SIMILAR DEVICES CONSTRUCTED TO PRECLUDE HUMAN ENTRY THAT ARE INSTALLED SHALL BE LOCATED ON THE INSIDE OF THE ADJACENT ROOM AND AT LEAST 24"FROM THE CMU HEADER,SEE CLOSEST OPENING THROUGH SUCH METAL BARS,GRILLES,GRATES OR SIMILAR STOREFRONT HEAD SQALE 22 INTERIOR DOOR HEAD/JAMB SCALE 17 EXTERIOR DOOR HEAD SCALE 12 STRUCTURAL DEVICES OTHER OPENINGS EPROTENSION. JAMB SIMILAR 3"=1'-0' INTERIOR 3"=1'-0" @CMU WALL 3"=1'-0" 18. ALL OTHER OPENINGS MUST BE PROTECTED BY METAL BARS OR GRILLES WITH ROLL UP DOOR W/ OPENINGS OF NOT LESS THAN 6"IN ONE DIMENSION. HOUSING LOCKS AND LATCHES. 4) LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE ANY OF THE FOLLOWING EXISTS: 1.PLACES OF DETENTION OR RESTRAINT. NO. Description Date 2.IN BUILDINGS IN OCCUPANCY GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS, Project No.: 23.043.10/30 INTERIOR Fu EXTERIOR GROUPS B,F,M AND S,AND IN PLACES OF RELIGIOUS WORSHIP,THE MAIN EXTERIOR DOOR Drawn By: RESILIENT FLOOR(NIC) OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY-OPERATED LOCKING DEVICES FROM 3X3X7A STEEL ANGLE TO ANCHOR EXTERIOR INTERIOR Revieveed B TO CONC LOADING AREA /► O FRAME BEYOND THE EGRESS SIDE PROVIDED: Y -- �� Scale: AS NOTED 2.1.THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED; J /] WEATHERSTRIP Date: 04.12.2024 1'INSULATED GLASS, TEMPERED WHERE IT y 2.2.A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO OCCURS z DRIP THE DOOR STATING:THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED.THE Filename: Q C 5 SIGN SHALL BE IN LETTERS 11NCH(25 MM)HIGH ON A CONTRASTING BACKGROUND;AND Sheet Tele: *(ESR-3027) SETTING BLOCKS ALUMINUM THRESHOLD (FS9)#10 X 1/2'PHSDS ASSEMBLY SCREWS SET IN SEALANT INTERIOR 2.3.THE USE OF THE KEY-OPERATED LOCKING DEVICE IS REVOKABLE BY THE BUILDING W/(S1)SEALANTCAP (2)WATER DEFLECTOR w OFFICIAL FOR DUE CAUSE. CONTROL JOINT SEEPER LITE > CONCRETE PAVEMENT CHA X CMU WIDTH(FINISH)XT RIONT.STEEL STRUCTURAL) ( END DAM AS RED. CHANNEL PAINT TO MATCH EXTERIOR 3.WHERE EGRESS DOORS ARE USED IN PAIRS,APPROVED AUTOMATIC FLUSH BOLTS SHALL CONCRETEBE PER BE US (FS24)#10 X 3/4'PHSDS 1/4"FLOOR BUILDING COLOR FLUSH OLTSHASNOD dl IJ - EDDHARDWAREHE AUTOMATIC DETAILS SIDEWALK(2% W/(S1)SEALANT CAP D - ELEV.DROP, Rev-6 for CW.ComplianceziMAX.SLOPE) (S1)SEALANT&BACKER D � TYP.SEE STRUC'L 4.DOORS FROM INDIVID AL DWEEMM ORMEEPING U ITS OF GROUP R OCCUPANCIES RODF.F.L. _ HAVING AN OCCUPANT I ED TO BE EQUIPPED WITH A DaNIGHT LATCH,DEAD BO N D SUCH DEVICES ARE WITHOPENABLE = 3)3/8"X 3'HILTI 4NOTE: FROM THE INSIDE WITH UKtiUS-EZ HEAD REFER TO DOOR MFR.FOR ADDITIONAL INFORMATION. oelea:oRORzoza Sheet#: LANDSCAPE�� INSTALL COMPLETE SYSTEM PER MANUFACTURER'S 5.FIRE DOORS AFTER T E MINIMUM ELEVATED TE TURE HAS DISABLED THE WHERE OCCURS @ EVERY 18"O.C.W/ SPECIFICATIONS. UNLATCHING MECHANIS FIRE HAS TEST PROCEDURES. A-BOO (S1)SEALANT CAP STEEL EDGE PROTECTION SCALE 26 BULKHEAD AT STOREFRONT SCALE 16 EXTERIOR DOOR SILL SCALE 11 ROLL-UP DOOR DETAILS SCALE 101 SECURITY REQUIREMENTS SCALE 1 3"=1'-0" AND HORIZONTAL MULLION 3"=1'-0" STUD WALL 3"=1'-0" (TYPICAL) 1-1/2"=1'-0" NA © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1 ST PJ,&S6KSUBp4I61-of 4712724 O=TEMPERED GLASS • IF EXTERIOR GRADE IS MORE THAN 12 / NOTE: INCHES BELOW THE INTERIOR FINISHED FLOOR,HEIGHT OF COMPACTOR TO BE 44" 6'-0" 6'-0' 6'-0" // EXTERIOR EXIT DOORS SHALL HAVE A SIGN ON OR ADJACENT TO DOOR,STATING:'THIS 12'-0"DOOR PACKAGE AFF.IF LESS THAN 12 INCHES BELOW, / DOOR TO REMAIN UNLOCKED WHEN SPACE IS OCCUPIED'WITH 1"HIGH LETTERS,IN HEIGHT OF COMPACTOR TO BE 54"AFF. CONTRASTING COLOR WITH BACKGROUND. en1 ACCESSIBLE SIGN 6"HIGH SUITE ADDRESS WITH 23 LOCATION LE DOOR MATT E. MAJ EED AR MATCH TO EXISTING / 1"MINIMUM STROKE A600 AND BRAILLE SIGN ON 6"HIGH SUITE ARCHITECT 2'-2" 2'-2" 4 COLOR,TYP. // L---J WALL ADJACENT TO N O / PEEP HOLES 42 X 42 FOR EXT.RRE DOOR ',T'216.520.1551 r F _ 1 LATCH SIDE OF DOOR 12 VIEWER REQUIRED 216.520.1567 n / A600 ADDRESS WITH / ��ALUMINUM:FINISH TO AS OCCURS OPENING ---------A--- I 1"MINIMUM STROKE 7100 E.Pleasant ValleyRd.,Sude 320,Cleveland,OR 44131 23 MCLUDINATCH STOREFRONT,A600 INCLUDING ALL w // \\ SIM. ACCESSORIES. LIL ACCESSIBLE ENTRY -- A600 w Seal. E and ________________ __ PERM ANEONTDLYAFFIXA b C7 / / SIM. AflCHITECT j/ LICENSED / \ 1 MIN.6 x 6 PRESSURE Aq_.ge0p1 / \ CE w SENSITIVE DECAL. a AS OCCUEXIT RS N / \ O \_______ ________/ TI '9 1 1"INSULATED"��TEMPE TEMPERED GLASS. 0 , n n \ / \ LOUVER AS PAIR SLIDING L---- - / �' OCCURS AT DOORS - PER ACCESSIBLE EQUIPMENT ---- J KICK PLATEN - KICK PLATE ) T T o CODE REQUIREMENTS. T \ T T I y ROOM Mat[E.Me ead 6'-0"x 7'-0"ALUMINUM and GLASS(WHERE OCCURS) 18 `1 STATE OF IDAHO *HARDWARE and ACCESSORIES,SEE SPECS. A600 FINISH FUR. �___________ / +ALUMINUM FRAME,SEE SPECS. ___ *WITH INTERCHANGEABLE CORES AND LADDER PULL HARDWARE. AL�L600 -_--_ KAWNEER 350 MEDIUM STILE 12'-0"BI-PARTSLIDNGDOORUNITTYPE"C": TYPE"C-1'-COMPACTOR DOOR,BY TYPE"C-2'-HOLLOW TYPE"C-3"-RECEIVING TYPE"A":SHOP TENANT EMERGENCY BREAK OUT WIDTH=129.25". TYPE"B":MAJOR-1 TENANT A Project for: FUTURE TENANT-FOR REFERENCE ONLY METAL DOOR ROLL-UP DOOR(SEE DOOR SCHEDULE FOR SIZE) 30'd' /R 5'-3- 9'-01/2'DOOR PACKAGE 9'-01/2'DOOR PACKAGE 5'-5" V EQ. EQ. EQ. EQ. 0 J VISION PANEL IN OVERHEAD w DOOR(LOCATE ON SIDE NEAREST CHAIN ON INTERIOR) 2„ OPNG 2„ 2„ OPNG 2 O cc SO N WIDTH v WIDTH uJ W Q DOOR HANDLES,PULLS,LATCHES,LOCKS, z _ AND OTHER OPERATING DEVICES ON DOORS / / / / Q REQUIRED TO BE ACCESSIBLE SHALL NOT q F W J REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST TO OPERATE.(IBC \/ \` / \% \` / J Q �!\ �!\ + PROVIDE HOLLOW METAL,KNOCK-DOWN, � O LL SECTION1010.1.9.1) \ \ -0„ WRAP AROUND FRAMES ON INTERIOR AND J 0 z ANY EXIT DOOR WITH A KEYED LOCK TO BE z q z FULLY-WELDED FRAMES ON EXTERIOR. JJ READILY DISTINGUISHABLE AS BEING LOCKED O = o F o HOLLOW METAL FRAMES ARE DOUBLE . e 00 OR PROVIDE A PANIC,PUSH-PAD,OR LEVER T / /// / T RABBET 2"X 53/4"IN 35/8"STUD WALLS. w THAT DEACTIVATES LOCK IN A SINGLE /� % % ALL DOORS FRAMES SHALL BE CAULKED T� MOTION. SMALL THUMB LOCKS NOT / / / / AT FINISHED FLOOR WITH CLEAR SILICONE 15 J ALLOWED. SEALANT. Ro T T T T T !fJ ANY DOOR OTHER THAN MAIN EXIT DOOR TO HAVE DOOR HARDWARE THAT UNLOCKS LOCK 0 IN A SINGLE MOTION. TYPE"OHC":OVERHEAD COILING TYPE'P':FLUSH 1 2 / \ 4 PROVIDE SIGN ON MAIN EXIT DOOR,"THIS N DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." i DOOR DOOR SIZE/THICKNESS FINISH MATERIAL DETAILS NUMBER TYPE HARDWARE TYPE REMARKS (W x H x T) DOOR FRAME DOOR FRAME HEAD JAMB SILL Client: DOl A &-0'x T-0"(PAIR) ALUM. ALUM. 11/A600 1.#7 HARDWARE TYPE. SEE BUILDING SPECIFICATION. MATCH COLOR TO EXISTING. SHOP/MAJOR-1:DOOR HARDWARE TYPE NOTES LMAJOR- R HARDWARE NOTES(C-SET) WOOD INVESTMENTS C V-0'x T-0"x 13/4' PAINT PAINT HM HM 12/A600 12/A600 1.#8 HARDWARE TYPE. PROVD E01 EA GASKET 188SBKPSA WITH BK FINISH BY ZERO.R. ##4 DOOR 14ARDWAM COMPANIES, INC. HARDWARE SET"IV"-(SINGLE EXTERIOR DOORS): RDWAR� MAhLL1FACTURER 14 CORPORATE PLAZA,SUITE 120, THREE(3)MCKINNEY MPB79-4.5X4.5-26D(HINGES)1.#8 HARDWARE TYPE. STM V F6BIT9 4 "x 4 "(I PAIR)U826D C 3'-0"x T-0"x 1 3/4' PAINT PAINT HM HM 12/A600 12/A600 ONE(1)NORTON 7500 689(DOOR CLOSER) STANLEY F55 4 °z 4 "NRP(I "Paw u53m NEWPORT BEACH,CA 92Ei6D ONE(1DETEX ECL-23OX(ALARMED EXIT DEVICE)ONE(1)ILCO R28206-9-26D(I/C RIM CYLINDER UC) LcN"BMOOTHEE'•4M1(CN wN3E 91DE) 1.#6 HARDWARE TYPE. PAINT:MATCH COLOR TO EXISTING ONE(1)ILCO 28016-BF-OB 26D(I/C CORE) D10 B 2'-0"SLIDING DOOR UNIT MANUF. MANUF. ALUM, ALUM. 1/A600 2.KEY FROM OUTSIDE ONE(A)ROCKWOOD 622 26D(WIDE ANGLE DOOR VIEWER-AT STOCKROOM DOOR#006 ONLYQ60" rueSH TE ROCKIDWD 1IDC d"x I6•PUBH PLATE U892D F P x 6 Revisions: AFF) KICK PLATE BEST' OD KI®5®a"x DOOR W TH(MRIJa 2")O932D ONE(1)NGP 842636"THRESHOLD H M I CY BEST•E--6-0181-RPI X 12 626 D11 F+2 V-0"x T-0"x 1 3/4' PAINT PAINT HM HM 1.#4 HARDWARE TYPE. INSTALL WIDE ANGLE DOOR VIEWER @ 60"A.F.F. ONE(1)NGP 190VA 1/36'X 2/84"WEATHERSTRIPPING r BEST 12E-1-2-52-RP X L/C 626 2.KEY FROM OUTSIDE ONE(1)NGP 101VA 36"DOOR SWEEP J I TURN1qV05 BEST OCKSET 5E5T qEA-6-A4-G413-RP2 626 PAINT:SHERWIN WILLIAMS"SW7103" ONE(1)NGP 1740"FRAME DRIP CAP I BEaT•IE-md 626 a LEVER L 9K3-1-D-15-D-83 X L 626 PRIMER:PRO INDUSTRIAL PRO-ARYL ONE(1)ROCKWOOD K1050-10X34 32D(g L TC4FEId70M CKPLATE) AT T ST•aK3-1- -15- -83 X /C/C 626 FINISH:SHER-CRYL SEMI-GLOSS FINISH ONE(1)KEYSAFE LOCK BOX,SURFACE MOUNT,WITH WEATHERPROOF COVER-ON EXTERIOR OF M PASSAGE LEVER LATCHSET Me5T••JC3-O-N-IS-D-SS 626 STOCK ROOM DOOR#006 ONLY) N CE6T bT5-T-9-DM23 -6 626(FOR EMERICM D.OR arlt cer) O ADLOdC MST'31-D-1-22-L X L/O 626 ARM EXIT LOCK- DETER ECL-230D-PH ECL-B99 GRAY D12 OHC 8'-0 x 10'-0" PAINT PAINT STL STL #5 HARDWARE TYPE. OVERHEAD COILING DOOR WITH SLIDE BOLT,PAD LOCK, #- I ALAFN EXIT LOCK UL- DETEX ECL-60®GRAY WI H►IRE RATED DOORS) 2.KEV FROM INSIDE AND VISION PANEL ARM EXIT Lg&UL- -O A DETEX LEVER TRIM ECL-620 GRAY HARDWARE SET"V'-(OVERHEAD DOCK DOOR): O ALAFLI EXIT L0.rK-DBL DETER ECL-23IDD-PIA Er- MA-1435 84 GRAY ONE(1)YALE PD2512 L/C(IC PADLOCK,LESS CORE) CHAIN CRASH Si IVE6 G61R5 x 25k U626D NATIONAL GUARD MODEL;16A(DRIP CAP PAINT:SHERWIN WILLIAMS RO-CR L ONE(1)ILCO 28016-BF-26D-OB(CORE) a SAFETY VIEWER -2R Ie®DECAL PRIMER:PRO INDUSTRIAL PRO-CRYL T IUEATHER5TWPPIhr(INCLUDES) n1-"L WARD�21A(ASH 5FA). FINISH:SHER-CRYL SEMI-GLOSS FINISH GENERAL CONTRACTOR SHALL VERIFY INSTALLED CONDITIONS AND PROVIDE PADLOCK WITH TICNAL SHARD MODEL IBA(DRIP CAP), NECESSARY VERTICAL CLEARANCE AT SHACKLE AT OVERHEAD DOOR SLIDE BOLT.H END. TICNAL GUAIRP 122NA(HEAD(JAMB GASKETING), TIGNAL cSOARD 424E(TFIREBFIOLD) 1.#4 HARDWARE TYPE. PAINT:SHERWIN WILLIAMS"SW7103" BUTTON ALA LOCK^aL2T00IC-26D TRILOGY T2(KEY OVERZIDE) D13 F+1 3'-0"x T-0"x 1 3/4' PAINT PAINT HM HM 14/A600 5/A600 2.KEY FROM OUTSIDE PRIMER:PRO INDUSTRIAL PRO-CRYL #6 V STOP 4 co HOLD RocKu o0o V69 daQ6D FINISH:SHER-CRYL SEMI-GLOSS FINISH HARDWARE GET"VI°-(SLIDING ALUMINUM DOOR,EXTERIOR): N FLOOR MCUYTED DOOR STOP 1aad01bco 44taJ U626D ONE(1)MEDECO 32W0201-26-L3(10/C CORE) MOIW OOR ST 1a oa�eoD-DH P• To eELECT ONE(1)ADAMS RITE 2,SATIN CHROME,BEST F,DIFFERENT,ANSI At 56.5,COMMERCIAL,QDB2. W eTo�axn LEVER LoacaET rt4crlLE -- - - ITEM#5ENX9,MFR.MODEL 4550R-01-130(DEADBOLT LESS CYLINDER) an PRIVACY LEVER SET -m-- -D- 8 6 PRE-INSTALLED IN NEW AUTOMATIC DOOR UNITS FROM NATIONAL ACCOUNT VENDOR. FLUSH T 7u�clQWoo U616D 1.#4 HARDWARE TYPE. PAINT:SHERWIN WILLIAMS"SW7103" Y ROCKWOOD l31 U526D D14 F+1 3'-0"x 7-0"x 1 3/4' PAINT PAINT HM HM 14/A600 5/A600 2.KEY FROM OUTSIDE PRIMER:PRO INDUSTRIAL PRO-CRYL Z Ji 9 Y GUARD DON-JO T FCC,M.•LP-206-aL #7. FINISH:SHER-CRYL SEMI-GLOSS FINISH ALUMINUM DOUBLE ENTRY DOORS: 1. 2 PIVOT SETS: CRL OP34LH OR OP34RH,COLOR TO MATCH STOREFRONT 2. 2 CYLINDERS: YALE 1152(INSIDE TO HAVE THUMBTURN) D20 D 9'-0"XT-0" MANUF. MANUF. MANUF. MANUF. PROVIDE H.J.PER C-SET HARDWARE SLIDE DOOR SYSTEM/DURA-GLIDE 3000 SERIES(STANLEY). 3. 1 DEADBOLT: ADAMS RITE MS1852S-050 THRESHOLD&MOTOR HEADER INCLUDED,EXTERIOR& 4. 1 TRIM STRIKE: ADAMS RITE 4000 INTERIOR TRANSOM SUPPLIED AND INSTALLED BY 5. 1 CYLINDER GUARD: ADAMS RITE MS 4043 STANLEY. 6. 1 HEADER BOLT: ADAMS RITE 4085 7. 1THRESHOLD BOLT: ADAMS RITE 4015 8. 1INDICATOR: ADAMS RITE 4089 D21 D Y-O"X 7-0" MANUF. MANUF. MANUF. MANUF. - - PROVIDE H.J.PER C-SET HARDWARE SLIDE DOOR SYSTEM/DURA-GLIDE 3000 SERIES(STANLEY). 9. 2 CONCEALED CLOSERS: CRL JACKSON 21201S62802 WITH 105'HOLD OPEN.MEET ADA AND ACCESSIBLE CODE REQUIREMENTS. NO. Description Date THRESHOLD&MOTOR HEADER INCLUDED,EXTERIOR& 10.1 THRESHOLD: PEMKO 170 X DOOR WIDTH. p INTERIOR TRANSOM SUPPLIED AND INSTALLED BY 11.1 SIGN: (INCLUDED WITH INDICATOR)"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" FDOORHANDLES, ES Project No.: 23.043.10/30 STANLEY. 12.1 SIGN: ACCESSIBLE SIGN PER CODE REQUIREMENTS. ANDLES,PULLS,LATCHES,LOCKS,AND OTHER OPERATING Drawn By:#8. N DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE Reviewed BySPING,PINCHING,OR TWISTING OF THE WRIST TO OPERATE. PROVIDE AI.G.P.R.T.Y.PER C-SET PAINT:HC-81'MANCHESTER TAN' SINGLE REAR DOOR ON 1010.1.9.1 Scale: AS NOTED C-2 3'-0'X 7'-0"(PAIR) PAINT PAINT HM HM HARDWARE BENJAMIN MOORE TO MATCH ADJACENT COLOR.EXIT SIGN TYPE"B" 1. 1 Ye PAIR BUTTS HAGER BB7279P 41A X 4'h X NRP X 600 )2. 1 LOCKSET SCHLAGE L9453P X 06L X 626 DOOR WITH A KEYED LOCK TO BE READILY DISTINGUISHABLE Date: 04.12.2024 PROVIDEA1.G.P.R.T.Y.PER C-SET PAINT:HC-81'MANCHESTER TAN' 3. 1 CLOSER NORTON P8501 H X 689 LOCKED OR PROVIDE A PANIC,PUSH-PAD,OR LEVER THAT Filename: D23 C-2 3'-0'X 7'-0" PAINT PAINT HM HM HARDWARE BENJAMIN MOORE TO MATCH ADJACENT COLOR.EXIT SIGN TYPE"B" 4. 1 WALL BUMPER TRIMCO W12780VCP X 630 DEACTIVATES LOCK IN A SINGLE MOTION.SMALL THUMB LOCKS NOT 5. 1 LOCK ASTRAGAL TRIMC05000 X626 ALLOWED. Sheet Title: *D24 C-1 3'-6'X 3'-6"(OPENING SIZE) PAINT PAINT MANUF. MANUF. PROVIDE O.PER C-SET HARDWARE *FUTURE TENANT PURCHASE FROM PTR AND TO INSTALL 6. WEATHERSTRIPPING PEMKO 303AV-TEK(HEAD AND JAMBS) 3.ANY DOOR OTHER 7. SWEEP PEMKO 315CN-TEK X DOOR WIDTH THAT UNLOCKS LOCK NAN MAIN A SINGLEXIT MOT MOTION. TO HAVE DOOR HARDWARE UPON VERIFICATION HEIGHT OF DOOR. (2)LOCKS PER DOOR.#SFC(CHAIN MODEL)MANUFACTURED BY METRO + PANIC HARDWARE:WHERE NEEDED,PROVIDE VON DUPRIN 22 RIM EXIT DEVICE,22NL X SP28 PANIC HARDWARE SYSTEM AS REQUIRED 4.PROVIDE SIGN ON MAIN EXIT DO OCKED SERVICE PROVIDE 00.PER CSET HARDWARE WHEN BUILDING IS OCCUPIED". CITY APPROVEDPLANS SCHEDULES D25 C-3 SERVICE DOOR DOOR MANUAL OPERATION.PROVIDE SLIDE BOLTS AT EACH JAMB. AND AS RECOMMENDED BY MANUFACTURER. PROVIDE DOCK SEALS&CONT.BUMPER ON EACH SIDE. Revi-d toC eC plie ce & HARDWARE NOTES Pe mit 4 0 PROVIDE A1.G.P.R.T.Y.PER C-SET 6-GA.STEEL FOR EXT.DOOR.U.L.APPROVED.COAT OF RUST-INHIBITIVE D26 C-2 3'-0'X 7'-0" PAINT PAINT HM HM HARDWARE PAINT AND PRIME COAT.INSTALL FLOOR MOUNTED DOORSTOPS WHERE PLANS MUST BE KEPT ON JO DOORS/DOOR HANDLES WILL CONTACT WALLS.EXIT SIGN TYPE B.. SITE FOR ALL INSPECTIONS oelea:oslos/zoza Sheet#: Pe9e 16of40 A-601 DOOR SCHEDULE AND NOTES SCALE NTS © MATTE.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1 ST Pr CHECK SUBpAI'(j{1Lof 47022724 BM PARKING SUMMARY MATT E. MAJEED,ARCHITECT T 216.520.1551 F=216.520.1567 1.PROVIDED TOTAL±306 PARKING STALLS. 7100 E.Pleasant Valley Rd.,SBlte 320,Cleveland,OH 44131 2.ADDED(4)STANDARD PARKING STALLS FROM UPGRADING PARKING LAYOUT. 3.RELOCATED ACCESSIBLE PARKING STALLS,NO CHANGE WAS MADE IN ACCESSIBLE PARKING STALL NUMBER. 4.REFER TO DEMO PLAN AND FLOOR PLAN FOR MORE INFORMATION. seal. LICENSED ARCHITECT AR$a8004 Matt E.Majeed STATE OF IDAHO 0 A Project for: N.A.P. � N.A.P. W � Q 7\2 I I P OJECT SITE I= O o r Qm O M cc GO W � W J Cn 1 I J 85 °EXIS ING �77T7 z� J \\\\4 ® UV 0J W GO ~ Z � N.A.P. I I A E I 857 �/ Oi PATFP FTRAVEL7S�J /\ W N I 3 n. IS 4JJ 863 N.A.P. Client: L _ WOOD INVESTMENTS COMPANIES, INC. - 14 CORPORATE PLAZA,SUITE 120, \ NEWPORT BEACH,CA 92660 S I G P KI Z \ O Revisions: 0 T ` \ e� I 0 0 - ` O I /V 300 F, Q' .P. O 0 gST�9 �1 O,q� QT all � � � I No. Description Date LLL- � LL] \ Project No.: 23.043.10/30 Drawn By: ORevievied By: -- Scale: AS NOTED /1 i O Date: 04.12.2024 �/• 300 �\ Filename: Sheet Title: P, LEGEND ENLARGED SITE PLAN SITE PLAN TROgO o� CESSIBLE PATH SCALE:1"=40'-0" SCALE:1"=60'-0" AC OF CESSITRAVEL ITt APPROVED PLANS SITE PLAN Reviewed for code Comer roe Permit 24-0560 PROPERTY LINE ra ra ra \ PLANS MUST BE KEPT ON JOB SITE FOR ALL INSPECTIONS N \ o"tea:oruoruzoza sheet#: Pe9eZof 40 AS-101 SITE PLAN SCALE (FOR REFERENCE ONLY) N.T.S. © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED \ 2ND PLAN CHECK SUBMITTAL 05.06.24 1 ST PJ,�S641.1Bp/1gl-Of 47022724 MIN.44"CLEAR. MIN.44'CLEAR. MIN.1 1/4"0 PIPE HANDRAIL @ EA.SIDE. DOOR TYPE: 1y" 1Y°"TO 1y.. 1Yz' TO FACE OF WALL EXTEND HANDRAILS WITH RETURNED END, MINIMUM 10"HIGH SMOOTH SURFACE AT DOOR BOTTOM,EITHER ATTACHED PANEL TO FACE OF HANDRAIL TOP F RAILING MIN.OF 12"BEYOND TOP NOSING. OR BOTTOM RAIL EMEND HANDRAILS WITH RETURNED END,MIN. HARDWARE: • OF 12"OF LEVEL DISTANCE BEYOND TOP AND -_ MIN.OPENING SIZE SUCH THAT OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT Y.TO TOP F RAIL BOTTOM OF RAMP.MIN.OF 12'BEYOND TOP A SPHERE 4"IN DIA.CAN NOT OPENABLE BY SINGLE EFFORT LEVER-TYPE DEVICE(NOT REQUIRING GRASPING) m 1y^( NOSING AND 12"PLUS THE TREAD WIDTH, PASS THROUGH. MOUNTED 36"TO 44" BEYOND BOTTOM NOSING OF STAIR. MAXIMUM 5 LBS EFFORT TO OPERATE FOR BOTH EXTERIOR&INTERIOR DOORS MAX.1 1/2"0 GALVANIZED STEEL PIPE,SET n 1 1/2"GALVANIZED STEEL PIPE, M VERTICAL PIPE @ 6'4"O.C.IN OVERSIZED SET VERTICAL PIPES @ 6'-0"O.C. F GALV.PIPE SLEEVE and PACK W/"POR-ROC'. IN OVERSIZED GALV.PIPE SLEEVE RUBBER BUMPER �O �O GRAB BAR GRAB BAR GENERAL NOTES: - and PACK WITH"POR-ROC". ON CHAIR eM z 1. ALL CONNECTIONS TO BE WELDED W ��L' ? ALL AROUND and GRIND SMOOTH. io _ 1%SLOPE TO THE EDGE(TYP.) / 'rlr- USHAPEDLHANDLER MATT E. �■ EED,ARCHITECT J� O 2 SHOP PRIME ALL STEEL. O 0"MIN T166[.LPIC888�It Valley JBIIC 320,Cleve 1Y°"T01Yz" 11/z' 1Y°"T01Ys" 1y" 11Y2 2. PRIMEA PRIME LSTEELNG. GENERAL NOTES T'216.520.1551 (F'216.520.1567 O� O� I 4KI� land,OH 44131 Z ¢ 4. FIELD PAINT ALL STEEL WITH TWO 1. ALL CONNECTIONS TO BE WELDED LL COATS OF ENAMEL TO MATCH ADJ. °C LL ALL AROUND and GRIND SMOOTH. 4' BUILDING COLOR. BOTTOM RAIL = MIN a I 2. SHOP PRIME ALL STEEL. DETAIL OR PROVIDE O WHEEL GUIDE RAIL @ H.C.RAMP ONLY. m MIN. U 3. PRIME ALL FIELD WELDING. KICK PLATE Seal. 1 1/2"0 STEEL PIPE. - _ 4. FIELD PAINT ALL STEEL WITH TWO AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMAA15610-1985 SLOW OPENING, LICENSED m a L• 1%SLOPE TO THE EDGE(TVP.) e m (2)COATS OF ENAMEL TO MATCH LOW-POWERED,AUTOMATIC DOORS SHALL 19a5 SLOW OPENING,LOW-POWERED, ARCHITECT a ADJ.BLDG.COLOR. AUTOMATIC DOORS SHALL COMPLY WITH ANSI A15619-1984 DOORS SHALL TAKE AT LEAST ARAM i ? °.'N Z id THREE SECONDS TO OPEN BEFORE BACK CHECKING AND NOT REQUIRE MORE THAN A HANDRAIL HANDRAIL HANDRAIL NO.4 CONTINUOUS ui ii �� °•'i N0.4CONTIN000S 5-POUND FORCE TO STOP THE DOOR MOVEMENT THE DOOR-OPENING FORCE OF POWER-ASSISTED DOOR SHALL COMPLY WITH SECTION C-5212 ITS CLOSING SHALL iL-�• CONFORM WITH ANSI ACCES.RAILING SCALE 20 TYP. HAND RAIL SCALE 15 TYP. GUARD &HAND RAIL SCALE 10 ACCES. DOOR REQUIREMENTS SCALE 5 HANDRAILS&GRAB BARS 1-1/2"=1'-0" DETAIL V=1'-0" DETAIL 1"=1'-0" GENERAL 1/4"=1'-0" Matt E.Majeed NOTES: STATE OF IDAHO TOP OF STAIR OR RAMP 1.ALL JOINTS TO BE WELDED MIN.1 1/4"0 GALV.PIPE &GROUND SMOOTH. HANDRAIL @ EA.SIDE LETTERS AND NUMBERS: BOTTOM OF STAIR OR RAMP 1-1/4"OD NOM.BRUSHED 2,SHOP PRIME ALL STEEL. W/PIPE SLEEVES. 1.WIDTH OF UPPERCASE"O"60%MIN.&110 MAX. ALUM OR STEEL HANDRAIL 3.PRIME ALL FIELD WELDING. TYP HEIGHT OF THE UPPERCASE"I". 2'-0'@ 2'-0"@ STAIR WITH RADIUSES RETURNS 4.FIELD PAINT ALL METAL W/MIN.TWO(2) 2.CHARACTER HEIGHT 5/8'MIN.&2"MAX.;MEASURED A Project for: STAIR&RAMP 1'-0'@ RAMP 12' TO WALL EA END.SEE COATS OF ENAMEL. ¢ e VERTICALLY FROM BASELINE OF CHARACTER MIN DETAILS ABOVE FOR ¢ FINISH WALL 5.SLIP-RESISTANT TREAD SURFACES- HANDRAIL INFO. 6.TREAD NOSING TO BE SMOOT �ry 3.CONTRAST CHARACTERS&SYMBOLS CONIC.WALKWAY W/ TO ROUNDED and OR CHAMFE MI 4- O INTERNATIONAL BANSW/BA SERIF UND. o- REBAR REINF.-SEE CIVIL PROVIDE SECOND SET OF SYMBOL OF 4.SANS SERIF UPPERCASE CHARACTERS. FOR GRADE HANDRAILS @ 24"AFF WHEN ACCESSIBILITY SIGNS/PICTOGRAMS /R �1 AT STRAIGHT RUNS 12" �O �O CHILDREN ARE PRIMARY USERS z m = 5.PICTOGRAMS/PICTORIAL SYMBOL SIGNS SHALL BE �l 1Y4 MAX n MIN -RE IS WIDE SLIP TREAD ACCOMPANIED BY THE EQUIVALENT VERBAL T AD v CONIC.WALKWAY/ z - DESCRIPTION PLACED DIRECTLY BELOW THE TOP = LL - WARNING STRIPE W/n TOP OF STAIR AI RAMP LANDING LANDING W/REBAR REINF. CONTRASTING PICTOGRAM FIELD.THE PICTOGRAMS SHALL HAVE J J 1 0 @ BOTTOM OF STAIR OR RAMP 30"MAX 0 -SEE CIVIL FOR GRADES COLOR,MAX.V. - �IEE--ROUND A FIELD HEIGHT OF 6"MIN. FROM NOSING- U 1 J STAIR&RAMP f (' TYPICAL. _ \ \ 6.CHARACTERS&BACKGROUNDS SHALL BE OFLu BOTTOM iv 1'-0"+1"(TREAD) 1 p. NON-GLARE CONTRASTING COLORS. M A A CONC STAIR W/REBAR LANDING m� 7. SIGNS/PICTOGRAMS SHALL BE INSTALLED ON W O O REINF AND DOWELS INTO _ _ p MIN. TREAD Ig HISCHECKSTAN THE WALL ADJACENT TO THE LATCH SIDE OF THE aE LANDINGS m TO6EOPENAT NOTE LETTERING.UST DOOR LEADINGTOTHE ROOM OR SPACETHEY IUS DESCRI E AND AT IN.FROM THE BASE INE @ o NOTES: VISUAL STRIPS SHALL 2'O PVCCTPICAL�� e I I O osDMERSESR WI ACCEESIBLESIGNAGEFOR OF THEBLOWEST TACTILE CHARACTER&60"MA 1 1 O 0 O "MAX. IoV Q Cl) CH THE BASELINE OF THE HIGHEST TACTILE O FOR TREAD DIMENSION REFER BE TM IN WIDTH&INSTALLED 1 / CHARACTER&HAVE A CLEAR FLOOR SPACE OF � � TO PLANS.RISER INFO.PER MAX FROM EDGE OF THE TOP& I 11 BARS @ 18,X 18"MIN. DETAIL 8/-.ALL RISERS TO BE BOTTOM TREADS OF INTERIOR z EA.NOSING. z 0 FINISH WALL OR PLANTER 3 - 8.VERTICAL CLEARANCE @ SUSPENDED SIGNS - THE SAME HEIGHT,TYP. STAIRS,&ON ALL TREADS OF m FOR REINFORCING,SEE ROUND CORNERS EXTERIOR STAIRS-SEE DET.8/- "' 12" W/MIN HEADROOM OF 80"REQUIRE MIN 3" Lu STRUCTURAL DRAWINGS. J TO=TREAD DEPTH FOR MORE INFO. CHARACTER HEIGHT MEASURED BY USING J UPPERCASE"X"CHARACTERS&NUMBERS SHALL w J SCALE SCALE SCALE BE SIZED ACCORDING TO VIEWING DISTANCE J Q ACCESSIBILITY STAIR/RAILING ACCESSIBILITY STAIR/RAILING ACCESSIBILITY STAIR/RAILING Q FROM WHICH READ.LOWER CASE CHARACTERS p LL REQUIREMENTS(PLAN VIEW) 3/4"=1'-0" 19 REQUIREMENTS(TYPICAL STAIR SECTION) 3/a"=1'-0" 14 REQUIREMENTS(SECTION VIEW) 3/4"=1'-0" �+ RAISED PERMITTED. J z SIGN LOCATIONS: /R LO 2"CLEAR 3" V r M 2"MIN TO 4"MAX 9,ALL ACCESSIBLE ENTRANCES IDENTIFIED WITH CLEAR OPENINGS MUST BE 1%'MIN 1y'MIN * MINIMUM OF ONE STANDARD SIGN. 00 FIN FLOOR EVEN BETWEEN THE DOOR IN ITS ® II 10.ADDITIONAL DIRECTIONAL SIGNS ALONG 7 Lu 90 DEGREE OPENING woMEN ACCESSIBLE PATH OF TRAVEL ARE REQUIRED. L -1/2"MAX PILE HEIGHT $° STOP POSITION&THE FACE OF 3/8"0 BOLTS IN V MAX _ THRESHOLD THE STOP. EXPANSION SHIELD 11.BUILDINGS REMODELED TO PROVIDE ACCESSIBLE MD COMPRESSED CARPET 1/4' 2"MAX SANITARY FACILITIES FOR PUBLIC USE SHALL MAX BELOW THRESHOLD a SINGLE DOOR 3/8"0 TOGGLE BOLT TO WALL STRINGER PART OF THAVE HE BUILN POSTED IN THE LDING DIRECTORY.LOBBY AS TRANSITION BETWEEN FLOOR FINISHES FACE OF METAL STUD OR STAIR EDGE C/^) A 2"CLEAR CONCRETE W/GYP BD EA SIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY: v/ CLEAR OPENINGS FOR TWO O L - 12.STANDARD USED TO IDENTIFY ACCESSIBLE O LEAF DOORS MUST BE l SECTION l l SECTION ` BETWEEN EITHER DOOR IN L � FACILITIES. X u PROPORTIONS ITS 90 DEGREE OPEN 13.WHITE FIGURE ON BLUE BACKGROUND,COLOR INTERNATIONAL W C , '40o r POSITION&THE EDGE OF 3/8"TOGGLE BOLT #15090 ON FEDERAL STANDARD#595A. `V SIGN OF 2 -1/2"MAX THE OTHER DOOR. ¢ 14.WHEN ENFORCING AGENCY DETERMINES,IF METAL R=RISER WIDTH 4"MIN ACCESSIBILITY J Q7 SEE PLAN SLEEVE T=TREAD WIDTH 11"MIN APPROPRIATE,SPECIAL DESIGNS AND COLORS DOUBLE DOOR O MAY BE APPROVED. -1/4'MAX a ¢ Y CLEAR `O �l THRESHOLD ^ ® BRAILLE: 15.USE CONTRASTED GRADE 2 SHALL COMPLY WITH MARKING NOTES: ■��■ 20091CC At 17.1,TABLE 11B-703.4.3. FINISH WALL 18 GAx 10"WIDE �� Client: 1/4'MAX- AN ADULT SIZE WHEELCHAIR 1.NEW ABRASIVE TREAD STRIPE @ EVERY TREAD&LANDING. 16.BRAILLE SHALL BE POSITIONED BELOW THE AVERAGES 27 INCHES IN 1-1/4.'0 MET ANCHOR PLATE 2 PAINTED COLOR CONTRASTING MARKING W/SLIP RESISTANT FINISH MATERIAL P. CORRESPONDING TEXT IN A HORIZONTAL WIDTH.THE REQUIRED 32 PIPE HANDRAIL W/2"RETURN �) INTERNATIONAL INTERNATIONAL FORMAT,FLUSH LEFT OR CENTERED.IF TEXT IS INCH CLEAR OPENING EDGE OF BETWEEN STUDS 3.STAIR TREADS&STRIP FINISH MATERIAL TO BE SLIP RESISTANT. SYMBOL SYMBOL OF MULTI-LINED,BRAILLE SHALL BE PLACED BELOW �l LEVEL CHANGES ALLOWS 2y INCHES ON TREAD NOSING 4.WHERE CARPET OR ANY OTHER FINISH MATERIAL(OTHER THAN STEEL OR CONCRETE) OF TTY ACCESS FOR THE ENTIRE TEXT.BRAILLE SHALL BE SEPARATED EACH SIDE FOR HANDS. OCCURS USE 2"WIDE CONTRASTING COLOR OF THE SAME MATERIAL. HEARING 3/8"MIN.&1/2"MAX.FROM ANY OTHER TACTILE WOOD INVESTMENTS n PASSE CE A P� B P� 5.ALL LANDINGS SHALL HAVE A NON-SLIP SURFACE. EMPAIRED CHARACTERS&3/8"MIN.FROM RAISED BORDERS. COMPANIES, INC. THRESHOLD REQUIREMENTS ACCESSIBILITY DOOR WIDTHS SCALE ACCES.RAILING REQUIREMENTS SCALE ACCES.STAIR REQUIREMENTS SCALE ACCESSIBILITY SIGNAGE SCALE 14 CORPORATE PLAZA,SUITE 120, SCALE ,^S R R ,^S AND LEVEL CHANGES 3'-1.-0' 23 DETAILS 1/4"=1'-0" 18 HANDRAIL BRACKET ,-1/2"=1'-0" 13 STAIR STRIPING-EXTERIOR 1/2"=1'-0" "' SIGNS&PICTOGRAMS 3/4"=1'-0" "' NEWPORT BEACH,CA 92660 NOTE: NOTE: NOTE: NOTE: PULL SIDE X-36"MIN IF Y=60" Y=48"MIN IF DOOR HAS Y=54"MIN IF DOOR Y=48'MIN IF DOOR 1E01'a�""a"°"" NOTES: X=42"MIN IF Y=54" BOTH A LATCH&CLOSER HAS CLOSER HAS CLOSER 24"MIN CLR AT 48"MIN m 32"MIN 1. CLEAR SPACES MUST BE LEVEL TO X=12"MIN IF DOOR HAS CLEAR EXTERIOR DOORS PREVENT WHEELCHAIRS FROM Revisions: BOTH A LATCH&CLOSER _ 9 18"MIN CLEAR AT ROLLING WHEN THE OCCUPANT Z z INTERIOR DOORS RELEASES THE WHEEL GRIPS TO X 24 24 E o REACH FOR THE DOOR.1/4"PER X X i -i MIN MIN o rO FOOT IS ALLOWED FOR DRAINAGE. a m 2.WHERE DOORS OPEN ONTO,BUT Z NOT INTO A CORRIDOR,THE v�rT----- > {� lip 48"MIN REQUIRED LEVEL AREA BEYOND la �' HAS DOOR THE DOORS MAY A I MINIMUM OF O Z HAS BOTH A 48".FOR ADDITIONAL INFORMATION, n FORWARD REACH LIMIT _� CLOSER AND A REFER TO APPLICABLE NOTES ON B HINGE SIDE APPROACHES LATCH SIDE APPROACHES v LATCH TYPICAL ACCESSIBILITY NOTES X SHEET. 5� -- -- Pis' ` Jc, Jc, J NOTE 48 IN X-12 IF DOOR HAS BOTH A CLOSER&LATCH lb 54"PREFERRE O` O LEVEL MANEUVERING DISTANCE24"MIN EXTERIOR&18"MIN 18.MINX(12"MIN) U�M.PP x,�am,ate., INTERIOR BEYOND STRIKE O - NOTE: > EDGE OF A GATE OR DOOR --- ON THE SIDE TOWARD ALL DOOR IN ALCOVES PULL SIDE WHICH IT SWINGS SHALL COMPLY WITH CLEARANCES FOR FRONT APPROACHES. Z Z Z - 48" 48"MIN m a A FRONTAPPROACHES NOTES: a 1.X SHALL BE 0 25 INCHES;Z SHALL BE a X 2.WHEN X<2 INCHES,THEN Y SHALL BE 48 INCHES MAXIMUM F 3.WHEN X IS 20 TO 25 INCHES,THEN Y SHALL BE 44 INCHES MAXIMUM ACCES. DOOR REQUIREMENTS SCALE APPROACH REQUIREMENTS 1/8"=1'-0" 22 FORWARD REACH 60"MIN o (CBC FIG.1165C) ML PUSH SIDE 10' MAX 30" 54"MIN 36'MIN LEVEL MANEUVERING DISTANCE 48"MIN IF DOOR HAS BOTHU No. Description Date A LATCH&A CLOSER Project No.: 23.043.10/30 B LEVEL MANEUVERING DISTANCE Drawn By: in U °pp1� °` "'"` 48"MINIMUM Reviewed By: AS L J PULL SIDE 18"MIN Scale: AS NOTED 10' 30" 2"CLEA INTERIOR MAx Z VO VO Date: 04.12.2024 n CLEAR FLOOR SPACE SIDE REACH LIMITS 24"MIN Filename: ��O PARALLEL_ L HIGH ANC- D EXTERIOR ^ Sheet Title: 0' 30" `$ OF BLDG J J/1 J 10"-24" 30" MAX V V z e MIN TYPICAL O 0 a O ACCESSIBILITY �( `- ��- CITY e ED PLANS PUSH SIDE Ra a °�^Pi�^0B DETAILS rl MAXIMUM SIDE REACH n MAXIMUM SIDE REACH rmit:240560 OVER AN OBSTRDCTION c OVER AN OBSTR_oN PLANSMUST BEKEPTONJOB "-MIN SITE FOR ALL INSPECTIONS RE '48"MIN IF DOOR HAS BOTH �l VESTIBULE / n 1 ACH A LATCH&A CLOSER oe�ea:�oNzoza Sheet#: (CBC FIG.1165D) ll LEVEL MANEUVERING DISTANCE Pe9e 3of 40 °°°�u AS-102 ACCES. REACH RANGES SCALE 16 ACCESSIBILITY CLEARANCES SCALE 11 FORWARD AND SIDE 1".=1'-0" DOORS&CORRIDORS 1/4"=1'-0" © N1ATr E.MAJEED,ARCHITECT 2024 ALLRIGHf$RESERVED 2ND PLAN CHECK SUBMITTAL 0&.6.24 1 ST PJ,&S641.1Bp/1gl_of 47022724 NOTE:POUR THIS FOOTING WITH THE MASONRY WALL FOOTINGS TOGETHER. j j HSS 6 x 6x 1/4(FILLED 3/4 x 5"STUDS, W/CONCRETE) 4-SIDES j I r1F S I ° EP METALCHANNELFRAME: PTION SO) C3 x4.1 GALV.CHANNEL ` S°'2°.°. MEFA`IITYG: MATT E. MAJEED ARCHITECT 6"0 XY4'STEEL POST,CONCRETE MIN.22GA.TYPE'B', rER B:NDS FILLED TO TOP,EMBED POST 1 112 METAL DECKING, INTO CONC.FOOTINGS 3'-0"MIN. CRIMP DECKING EDGES '1 216.520.1551 F_-'216.520.1567 WITH(2)z'DIA.X 6"STUDS EACH and TACK WELD TO FRAME. — ° SIDE,TYP. GATE STOP 3X3X'4'STL. 1"0 BOLT REST 10'WIDE MASONRY CAP 7160 E.Pleasant Valley Rd.,$OIfB 320,Cleveland,OH 44131 PLATE WELD TO FRAME a d 3 AND EACH HINGE,TYP. a d J'CANE BOLT Seal. ZX2Xz"L-STL.FULLY WELDED TO POSTS @ EACH HINGE LICENSED n ° ° - _ LOCATION. = ARCHITECT #6 VERT METAL CHANNEL FRAME: WELD TRIANGULAR PLATE ARABfiON J G3 x4.1 GALV.CHANNEL AT TOP AND BOTTOM-TYP. TVO'METAL SUPPORT 1"PIPE KEEPER d 6-#6's M STRAP 30" PLAN VIEW:NITS SMOOTH PLASTER FINISH `v OVER CMU.COLOR TO MATCH ______ �3/,OSOLI __ ° BUILDING WALL. STEEL POST FOOTING SCALE 25 ---- -- AT GATE 1"=1'-o" VO GALV.PIPE, 6 `a a 8'CMU WALL Matt E.Majeed MIN.(3)HINGES PER NOTE: FASTEN/WELD TO LEAF,LEAF,WELDED TO METAL PRIME and PAINT ALL METAL GATE FRAME-TYP. STATE OF IDAHO CHANNEL and GATE TO MATCH ADJACENT SURFACE. SLIDE BOLT. 2"0 CANE BOLT RECEIVING FRAME-TYP. SLEEVE PIPE SET INTO 12"X12" SECTION CONCRETE FOOTING AT THE CLOSED POSITION,TYP.AT EACH D CENTER POST JAMB E LATCH F GATE/CANE BOLT DETAIL SIDE OF DOOR G MASONRY CAP DETAIL A Project for: SCALE:1-1/2'=V-0' - SCALE:111Z'=1'-0" - SCALE:1-1/2'=V-01 - SCALE:1-1/2'=V-01 O O c,�C• c,�C• p J �� J w O O 0° o _ OCONTINUOUS BEAD O O O C7 METAL DECKING:MIN.22 GA., R-26"NO PARKING ANYTIME" CONTINUOUS S METAL � CC) TYPE E',1-1/2"METAL DECKING, D SIGN.TYPICAL AT ALL GATES. FLASHING W/Ye"EXPANSION ui Q CRIMP DECKING EDGES AND ANCHORS AT 6"D.C. 1 1 I z TACK WELD TO FRAME. E EXTERIOR CEMENT PLASTER ` 1 1 _ SLIDING BAR LATCH FINISH OVER CMU G' r ` LL J 6"OCONCRETEFILLED 25 J Q GATEPOST O LL D G I >z lo 10"WIDE MASONRY CAP.COLOR - V TO MATCH WALL. _ 00 ui INTERIOR SURFACE TO BE SMOOTH and NON-ABSORBENT. ` T APPLY"RAINPROOF' 1+(�] FOR FINISH,SEE HYDROSHIELD WD CUR.MASONRY 1 PLANS. WATER REPELLENT - F /�iJ 1/8"RADIUS SMOOTH PLASTER FINISH OVER v�v//,/ TOOLED JOINTS CMU.COLOR TO MATCH BUILDING q 4" 4 #4 TIES AT WALL,COLOR TO BE VERIFIED F � O 16,O.C. WITH ARCHITECT. U L 1 U U ` SMOOTH TROWELED SMOOTH TROWELED 121 8'CMU WITH#5 VERTICAL @ 16" ��,,, L—-J X FINISH(TYP.) FINISH(TYP.) 24 O.C.&#4 HOR.@ 24"O.C. — —J\ L_J _ _J /'� LANDSCAPE 3/4"DIA.X 24" 1"PIPE SET INTO 12"X 1Y STEEL COLUMN 10 10� w t V ° a AS OCCURS, LONG CANE BOLT DEEP CONIC.FOOTING FOOTING 25 SEE CIVIL DRAWING 4 SEE PLANS. 4- ELEVATION — — 21 e B ° e ELEVATION scALE:Va=r-a' ° WHEEL GUARD a SCALE:114"=1'-0' ° °4 � °� ° d �/""-A, WHERE OCCURS 4 z Client: COMPACTED BASE PER SOILS _ = REPORT. NOTE: 1/9 + .. (3)#5 CONT.AT TOP&BOTTOM 1.REFER TO PLANS FOR LOCATIONS. [� 2.PROVIDE Yz"MAX GROOVE PER CBC .� WOOD INVESTMENTS 11 B 302.3 2'fi" COMPANIES, INC. TOOLED JOINT SCALE WALL SECTION SCALE 14 CORPORATE PLAZA,SUITE 120, AT SIDEWALK 3^=r-o" 28 TYPICAL v2"=r-o^ 23 NEWPORT BEACH,CA 92660 PROVIDE SEALANT - CONCRETE WASH(PAINTED) TO 3/8"FROM TOP 6"DIAMETER STANDARD STEEL 20'-0" OF CONCRETE ., I..'.I - PIPE,FILL WITH CONCRETE FOR FINISH,SEE Revisions: w I TO TOP,PRIME and PAINT SMOOTH TOOLED PLANS. F CONTINUOUS METAL FINISH(TYP.) a w HIGHWAY YELLOW,UNLESS FLASHING EQUAL OTHERWISE NOTED. ADJACENT BUILDING EOUAL 1/4" ur o CONT.TACK COAT PAVING 4° = I:{".1 TO CONCRETE PERIMETER. — __ __ _ CONTINUOUS METAL POSITIVE DRAINAGE. FLASHING .,•. THICKEN A.C.PAVING. p o� ----- ----- ----- ----- ----- ---- o�C ¢ Z w COMPACTED SUB-BASE SIM. I 21 PER SOILS REPORT (J E m oy " CONCRETE FOOTING WHEEL GUARD Qom° a d c - PROVIDE(2)3"LONG 0 0 °o�oO r I STUDS .27 D"D _ SUB BASE PER Q o � T— e EXPANSION JOINT TYP. — r �u� o SOILS REPORT I PROVIDE PIPE SLEEVE / SLIGHTLY LARGER THAN EACH TOOLED RADIUS N T S REMOVABLE BOLLARD 25 6'0 CONCRETE FILLED p ° J EACH SIDE 24 MIN.DIA.-� WHERE OCCURS _ GATEPOST,TYP. ° � _ #3 REBARS AT 18"O.C.BOTH I 1/4"PREMOLDED EXP. WAYS NOTES: ° B a p I I M 1 1 I I ' COMPACTED BASE ALL PIPE BUMPERS SHALL BE 5"OEXTRA HEAVVPIPE&EXTEND4ZABOVE FINISH GRADE EXCEPT ADJACENT TO POWER g u 0 I I 6'0X6'-0"CONCRETE FILLED 22 p ° I I I I I I I I NOTE: PER SOILS REPORT COMPANYTRANSFORMERS&REtA1ED ABOVE GRADE EQUIPMENT WHERETHEYSHALL BE B'O EXTAAHEAW PIPE&E%TEND PIPE BOLLARD,TVP. ° p ° LU LUJ LUJ LL, LLJ BOLLARDS AT 3'-6'O.C. #S SMOOTH DOWELS I6" TOWABOVE FINISH GRADE LOCATED&$PACED AS DIRECTED BYTHEUTILIY COMPANY-BOIARD$SHALLBE GALVWHERE p 30 EXPOSED AND 3'-0' 1.REFER TO PLANS FOR LOCATIONS. a ( - 2.PROVIDEY'MAX GROOVE PER CBC LONG AT 24"O.C.GREASE READ BY UTIUTY CO.LOCATE BOLLARDS 6'MIN CLEAR FROM ANY STRUCTURE(UNOI BOLIARDS$HALL BE INSTALLED PLUMB p ? BELOW GROUND).SEE 11B 302.3 - ONE END AND TRUE.REFER TO PLANS FOR LOCATIONS. _ - p Q ° u ° ° a 5'-6" LONGITUDINAL GSECTON DETAIL. 22 8'LENGHT AT 0 +12 2'WIDE TE POST TO POST OPENING (PAIR OF GATE+4-10 w X6 h),TYP. 1 EXPANSION JOINT SCALE /�� PIPE BOLLARD SCALE ^/� 2"O CANE BOLT RECEIVING SLEEVE PIPE SET AT SIDEWALK 3-1-0" L TYPICAL 1/2'=1'-Q. LL INTO 12 X72 CONCRETE FOOTING AT THE p V CLOSED POSITION AT EACH SIDE OF DOOR,TYP. p w CONIC.SLAB,PART OF CONIC.SIDEWALKWI GATE CANE BOLT(TYP.) a COL.TO COL COL.TO COL. as SITE CONTRACT UNLESS #3 REBARSATI8'O.C. 8 NOTED OTHERWISE ON BOTH WAYS FACE OF MASONRY e b p SITE PUN WALL AS OCCURS. NO. Description Date CONIC.WHEEL GUARD, Project No.: 23.043.10/30 A.C.PAVING SEALANT SMOOTH FINISH. -� 1/2" 6"CONIC.SLAB W/ Drawn By: -- CONIC.SLAB W/ MEDIUM BROOM FINISH. 26 112"RADIUS ON 1/2"PREMOLDED MEDIUM BROOM Reviewed By: -- CONCRETE EXPANSION FINISH. TACKGTO = scale: AS NOTED PAVIVING A No JOINT FILLER SLOE 3/4"R. Date: 04.12.2024 CONCRETE z ADS.SURFACE -2 i AS OCCURS. 112; COVE `O TRASH ENCLOSURE PLAN R. Filename: 3/4 a w e Sheet Title: - v � • o SCALE:1l4"=1'-0' 12"#4'S@16" 24" T.E &SITE CITY APPROVED PLANS DETAILS AD MASONRY WALL° ° and FOOTING AS #4'S @ 16"O.C.,EACH WAY Revie PemitC�O556'0 plience OCCURS. REINFORCING,UNLESS COMPACTED BASE �8, NOTED OTHERWISE. PLANS MUST BE KEPT ON JOB 2 g�� PER SOILS REPORT COMPACTED SUB-BASE SITE FOR ALL INSPECTIONS 1 �� #4 BAR CONTINUOUS PER SOILS REPORT oelea:psrosrzoza Sheet#: Pe9e4of 40 AS-103 FLUSH CURB SCALE ((��+'+�� CONCRETE WHEELSTOP SCALE ^J TRASH ENCLOSURE DETAILS SCALE 1 DETAIL 1-1/2"-1'-0" 26 AT TRASH ENCLOSURE 3"-1' 0' L I 1/4"=1'-0" © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1 ST PrCHgeUQf1Q6Lof 47022724 01 (E)EXTERIOR MASONRY WALL TO REMAIN.GC TO PREPARE EXISTING SURFACE AS REQUIRED FOR RECEIVING NEW FINISHES INDICATED. (E)DOOR AND STOREFRONT SYSTEM TO REMAIN.GC TO PROTECT EXISTING SYSTEM DURING 411). CONSTRUCTION,PATCH AND REPAIR/RESEAL ALL DAMAGED APES AS REQUIRED AND PROVIDE DEEPCLEAN GLASS AFTER COMPLETION OF CONSTRUCTION.TEST AND INSPECT(E)HARWARE AND REPAIR/REPLACE IF ITS REQUIRED. LINE OF(E)EXTERIOR BUILDING ROOF OVERHANG AND SOFFIT ABOVE TO REMAIN.GC TO PREPARE EXISTING SOFFIT SURFACE AS REQUIRED FOR RECEIVING NEW FINISHES INDICATED. (E)STRUCTURAL COLUMNS TO REMAIN.GC TO PREPARE EXISTING SURFACE AS REQUIRED FOR RECEIVING NEW FINISHES INDICATED. O 2 3 4 LJ O as (E)FIRE SPRINKLER SYSTEM TO BE MODIFIED AS REQUIRED FOR NEW TENANT IMPROVEMENT. MATT E. MAJEED,ARCHITECT GC TO PROTECT EXISTING SYSTEM DURING DEMOLITION AS REQUIRED. DEMOLISH ALL INTERIOR WALLS,PARTITIONS,DOORS,CEILING ASSEMBLIES,LIGHTS,HVAC O6 AND UTILITY SYSTEM AND ASSOCIATED ITEMS AS REQUIRED FOR NEW TENANT IMPROVEMENT, IT)216.520.1551 :F_-'216.520.1567 TYP.U.N.O. 7100 E.Pleasant Valley Rd.,Suite 320,Cleveland,OH 44131 07 REMOVE ALL EXISTING HE,FIXTURES AND EQUIPMENTS DOWN TO EXISTING INTERIOR FACE OF EXTERIOR WALLS, OS REMOVE(E)FLOOR FINISHES DOWN TO CONIC.SLAB THROUGHOUT,TYP.U.N.O. Seal. LICENSED DEMOLISH ALL EXISTING MEZZANINE STRUCTURE EXCEPT EXISTING STRUCTURAL SYSTEM ARCHITECT 24 14 20 09 SUPPORTING BUILDING AND ROOF STRUCTURE.REMOVE ALL(E)FIXTURES,FINISHES,HVAC AR�8fi004 ryp_ AND UTILITY SYSTEM AS REQUIRED.REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL o to o a o 0 0 o INFORMATION. 10 DEMOLISH(E)LADDER&ROOF HATCH.PATCH EXISITNG ROOF OPENING AND PROVIDE ,i ROOFING AS REQUIRED. DEMOLISH(E)STOREFRONT SYSTEM AS REQUIRED FOR RECEIVING NEW STOREFRONT SYSTEM o — — 11 OR DOOR SYSTEM.REFER TO FLOOR PLANS AND ELEVATIONS FOR COMPLETE INFORMATION. 00 20 1 0 ':'' ,;,,;; (E)EXTERIOR PILASTER TO BE REMOVED.PROVIDE REPAIR AND NEW FINSIH TO MATCH Matt E.Majeed ,, 12 ADJACENT WALL SYSTEM.REFER TO ELEVATION AND STRUCTURAL DRAWINGS FOR TYP. 21 i-P F07, ' DDITIONAL INFORMATION. ------ TYP n� � (E)DOOR AND FRAME TO BE REMOVED AND REPLACED TO NEW WALL SYSTEM TO MATCH ___ � 13 a 13.1 13 ADJACENT WALL SYSTEM AND FINISH.REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL 19 t Ili u 6 7 'i; INFORMATION. r I A Project for: 13.1:(E)DOOR TO REMOVE FOR NEW DOORS (E)PIPE GUARD TO BE REMOVED.PROVIDE PATCH,REPAIR AND SURFACE FINSIH TO MATCH P', ,, ,/,� ;, ✓%% ;, J71 14 ADJACENT AREA AS REQUIRED. (E)SLOPED FLOOR TO BE REMOVED AND REPLACED TO NEW LEVEL REFER TO STRUCTURALCONCRETE FLOOR SLAB. DRAWINGS OR ADDITIONAL INFORMATION.ON. III F' J �1 16 S CUT AND SAW LAB PER TENANT?MPROVEMOVE IENTNG FDRAWINGSB AS REQUIRED FOR NEW SLOPED CONCRETE PROVIDE TRENCHING FOR FUTURE PLUMBING LINE INSTALLTION.REFER TO TENANT IMPROVEMENT DARWINGS FOR ADDITIONAL INFORMATION. J UJ � — — — — — _�— \ REMTOE(E)ELECTRICAL NAL INFORMATION.18 ADDICUIPMENT AS REQUIRED.REFER TO ELECTRICAL DRAWINGS FOR Ffi Ffi nl DEMOLISH EXISTING RAMP AND HANDRAILS FOR NEW RAMP CONSTRUCTION,REPAIR PAVING 19 AS REQUIRED FOR FINAL FINISHED CONSTRUCTION.REFER TO FLOOR PLAN FOR COMPLETE _ O INFORMATION. 1 20 REMOVE/REPAIR PAVING AS REQUIRED FOR FINAL FINISHED CONSTRUCTION.REFER TO J FLOOR PLAN FOR COMPLETE INFORMATION. O O Ir � — — — — — — — — — —\ — E 21 DEMOLISH AND REMOVE EXISTING GAZEBO STRUCTURE AND REPAIR SURFACE AS REQUIRED. W z 22 DEMOLISH EXTERIOR WALL FOR RECEIVING NEW OPENING AND DOOR SYSTEM.REFER TO V` J Cn FLOOR PLANS,ELEVATIONS,AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. \ J REMOVE EXISTING 131 23 AISLE.REFERTO FLOORING FPLAN PORADDITIONAL NFORMATIONRECEIVING NEW PARKING ALLS AND/OR NEW ACCESS J Q O L.L 01 16 17 01 EDRAWINGS FOR ADDITIONAL INFORMATION.EXISTING ELECTRICAL EQUIPMENT TO BE DISCONNECTFiED AND REMAIN.REFER TO ELECTRICAL D- z TYP f%7 TYP. 02 04 05 TYP J GO l' ui GO 07 08 09 15 J TYP.KEYNOTES THROUGH T DEMOLITION KEYNOTES SCALE !- MO THE ENTIRE TENANT SP B 1. ALL WORK,MATERIALS,METHODS,ETC.SHALL CONFORM TO APPLICABLE LAWS,ALL 1 GOVERNING BUILDING CODES,ORDINANCES,REGULATIONS AND AGENCIES. /\ I� 2. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK,USING THE CONTRACTOR `y' 4'S BEST W N SKILL AND ATTENTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,(UNLESS A SEQUENCE IS SPECIFIED BY THE OWNER OR CONTRACT DOCUMENTS)AND PROCEDURES,AND FOR COORDINATING ALL PORTIONS OF THE WORK. 3. PROTECT ALL PEDESTRIAN TRAFFIC AFFECTED BY THE DEMOLITION AND CONSTRUCTION WORK. HEIGHT AND BARRICADE CONSTRUCTION TO BE DETERMINED BY THE LOCAL GOVERNING AGENCIES. 4. PROVIDE A TEMPORARY DUST PARTITION TO PREVENT DUST AND DEBRIS FROM SETTLING ON ADJACENT AREAS NOT UNDER DEMOLITION AND AS DIRECTED,REVIEWED AND APPROVED BY OWNER'S CONSTRUCTION MANAGER. Client: 5. THIS PLAN SHOWS GENERAL DEMOLITION WORK TO BE PERFORMED AND DOES NOT RELIEVE THE CONTRACTOR FROM OTHER DEMOLITION WORK REQUIRED TO PRODUCE THE BUILDING MODIFICATIONS SHOWN ON THE REMAINING CONTRACT DOCUMENTS.THE CONTRACTOR SHALL —° — C CONDUCT ON-SITE VISIT TO VERIFY INVENTORY AND IDENTIFY ALL GENERAL CONSTRUCTION 13 (CONTRACTOR SALVAGE)TO BE DEMOLISHED AS SHOWN ON CONTRACT DOCUMENTS PRIOR TO WOOD INVESTMENTS BIDDING. a.FOR DEMOLITION WORK OF EXISTING EXTERIOR BUILDING SURFACES AN EXTERIOR SIGNAGE, COMPANIES, INC. REFER TO THE EXTERIOR ELEVATIONS. _ b.FOR DEMOLITION WORK AS A RESULT OF ROOF MODIFICATIONS,REFER 70 THE ROOF PLAN. 14 CORPORATE PLAZA,SUITE 120, 23 c.FOR REMOVAL OF EXISTING EQUIPMENT AND FIXTURES,REFER TO THE ELECTRICAL, NEWPORT BEACH,CA 92660 MECHANICAL,AND PLUMBING DRAWINGS. d.FOR EXTENT OF DEMOLITION WORK FOR LIGHTING AND ELECTRICAL,REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 22 e.FOR EXTENT OF DEMOLITION WORK FOR WATER,GAS,DRAINS,ETC.,REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. Revisions: 6. CONTRACTOR SHALL PROTECT ALL EXISTING AND TO REMAIN CONSTRUCTION SHOWN FROM DAMAGE DURING DEMOLITION,FOR THE EXTENT OF THE DEMOLITION AND MODIFICATION. — — — — — — PATCH AND REPAIR ALL ACCIDENTALLY DAMAGED ITEMS AS REQUIRED. 04 04 II 7. SHORING OF STRUCTURAL FOUNDATIONS,STRUCTURES,AND/OR TRENCHING REQUIRED TO COMPLETE THE WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS IS CONSIDERED A METHOD OR TECHNIQUE AND IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.IF A 12 ® ® 1 T f J� J APPROVE,AND/OR AGENCY REQUIRES A LICENSED ENGINEER OR ARCHITECT TO SUPERVISE, ® 11 22 2 ROVE,AND/OR PROVIDE DRAWINGS FOR SHORING OF STRUCTURAL FOUNDATIONS, _ STRUCTURES,AND/OR TRENCHING,THEN IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR ( L J WILL PROVIDE THIS WORK ASA PART OF THE BASE CONTRACT. �4 Q 8. DEMOLITION WORK TO OCCUR ONLY IN THE AREA($)INVOLVED IN THE CURRENT PHASE OF L L HIMO CONSTRUCTION.WORK IN EACH PHASE MUST BE COMPLETED BEFORE WORK CAN BEGIN IN THE NEXT PHASE. ® ® 9. METHODS AND SEQUENCE OF DEMOLITION AS RELATED TO STORE OPERATIONS ARE SUBJECT III 1 TO APPROVAL BY THE OWNER'S CONSTRUCTION MANAGER. 10. REFER TO ASBESTOS SURVEY REPORT PREPARED BY THE ENVIRONMENTAL CONSULTANT FOR POTENTIAL DISTURBANCE OF ASBESTOS CONTAINING BUILDING MATERIALS AFFECTED BV DEMOLITION WORK.ASBESTOS REMOVAL(IF ANY)IS APART OF THE BASE CONTRACT. 03 El- 12 12 13 11. REFER TO LEAD BASED PAINT SURVEY REPORT PREPARED BY THE ENVIRONMENTAL TYP. TYP. CONSULTANT FOR POTENTIAL DISTURBANCE OF LEAD BASED PAINT CONTAINING BUILDING MATERIALS AFFECTED BY DEMOLITION WORK.LEAD BASED PAINT REMOVAL(IF ANY)IS APART OF THE BASE CONTRACT. _ 12. IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION AND CONSTRUCTION,HE SHALL IMMEDIATELY SUSPEND WORK AND NOTIFY THE TENANT AND ARCHITECT BEFORE PROCEEDING. 13. EQUIPMENT ITEMS TO BE REMOVED OR THE REMAINING ON THE CONTRACT DOCUMENTS SHALL 23 23 REMAIN PROPERTY OF THE OWNER.THE CONTRACTOR SHALL PLACE THE EQUIPMENT IN STORAGE OR DISPOSE OF AS DIRECTED BY THE OWNER.WASTE MATERIALS SHALL BE DISPOSED OF IN AN APPROVED MANNER(CONSULT CITY/COUNTY AS REQUIRED). 14. FOR PROSPECTIVE OWNER SALVAGE ITEMS,REFER TO MECHANICAL,ELECTRICAL, REFRIGERATION AND HVAC DRAWINGS AND CONSULT OWNER'S CONSTRUCTION MANAGER. 15. CONTRACTOR SALVAGE ITEMS SHALL BE DISPOSED OF PROPERLY OFF SITE AND IN AN EXPEDITIOUS MANNER. 16. FOR EXTENT OF DEMOLITION,CUTTING,AND REMOVAL TO EXISTING CONCRETE CURBS AND SLAB ALSO REFER TO STRUCTURAL DRAWINGS. 17. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING REMAINING SURROUNDING SURFACES No. Description Date AS REQUIRED TO MATCH NEW/OR EXISTING WORK.NEW FLOOR SLABS TO BE FLUSH AND LEVEL. Project No.: 23.043.10/30 18. SEAL ALL EXISTING CRACKS AT WAREHOUSE OR ANY EXPOSED CONCRETE FLOOR AREA,VERIFY THE SCOPE OF WORK PRIOR TO BIDDING. Drawn By: 19. ALL TRENCHES TO BE POURED WITH NEW CONCRETE AND FINISHED FLUSH AND LEVEL WITH Reviewed By: EXISTING SURFACE,DOWELS TO BE MINIMUM 8"LONG AND AT 24"O.C.,U.N.O.REFER TO STRUCTURAL DRAWINGS FOR COMPLETE INFORMATION. Scale: 20. WHERE ANY PLUMBING,MECHANICAL,REFRIGERATION OR ELECTRICAL ITEMS,LINES,FIXTURES, Date: 04.12.2024 ETC.,HAVE BEEN REMOVED, PLUG CAP PIPES, S,LINES,CEILING AS NECESSARY ® ® TO CONCEAL ABANDONED ITEMS,ETC.,PAT IT CH AND REPAIR CEILING AND/OR WALLS AS Filename: REQUIRED. Sheet Title: 21. REFER TO PLUMBING,ELECTRICAL DRAWINGS FOR NEW TRENCH DRAIN/FLOOR SINKS/WATER DUCTS,ETC.,PROVIDE DOWELS AS REQUIRED.REFER TO STRUCTURAL DRAWINGS FOR COMPLETE INFORMATION. 22. FOR EXTENT OF RELOCATION AND/OR REPLACEMENT OF EXISTING DOOR,DOOR HARDWARE, DEMO N 23. DOOR FRAME REFER TO DOOR SCHEDULES FOREXTENTFORDEMOLIT10 t COMMODATEWALL FLOOR PLAN MODIFICATIONS,PROVIDETH LL I I RT OF THE BASE CONTRACT: a.STRIP EXISTING WALLS,SU PE19PJ WWACG$tl9 R6'lyf BITS F FINISHES,TRIM,AND SUBSTRATE. Permir 24-o560 b.IF THE GYPSUM BOARD IS BEVI IR.IElKN191RH0 PSUM BOARD TO EXPOSED STUDS AND REPLACE WITH NEAWGYItelW13MMCTIONS c.PREPARE GYPSUM BOARD I�Rz��RECEIVE NEW FI ISH ITEMS. Sheet#: Pe9e5or 40 D-101 DEMOLITION FLOOR PLAN $GA- 1 GENERAL NOTES SCALE A 1/16"=1'-0" - © IrWI-r E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1ST IrS6 IJ2TjALof 4712724 SHEETINDEX GENERAL NOTES LEGEND Fire Alarm System TI/REMODEL:If construction will move or alter the DWG N0. DRAWING TITLE SYMBOL ABBREVIATION DESCRIPTION • existing system,it may need to be evaluated b the Idaho State Fire 1. CODE COMPLIANCE IS MANDATORY.NOTHING IN THESE DRAWINGS AND SPECIFICATIONS PERMITS WORK EQUAL CURRENT.ALL PHASES MUST BE BALANCED WITHIN 10%OR LESS.CONTRACTOR SHALL 20A,120/277V,SPST SWITCH.LOWER CASE LETTER INDICATES 9 y y y NOT CONFORMING TO THE REGULATORY REQUIREMENTS.WHERE WORK IS SHOWN TO EXCEED MINIMUM REBALANCE IF NECESSARY. $o SWITCHLEG CONTROLLED BY SWITCH.PROVIDE ONE PER SWITCHLEG. Marshal's(ID SFM)office to ensure code compliance(2018 IFC 907& EO.O ELECTRICAL GENERAL INFORMATION CODE REQUIREMENTS,COMPLY WITH DRAWINGS AND SPECIFICATIONS.ALL WORK AND MATERIALS SHALL NFPA72,2019ed. and back-upowercalculations. COMPLY WITH THE LATEST RULES,CODES AND REGULATIONS,SEE SPECIFICATIONS PARAGRAPH1.02. 25. BRANCH CIRCUIT CONDUCTORS SHALL NOT BE LESS THAN NO.I2AWG.THE INSULATION SHALL BECOLOR $3 20A,120/277V,THREE WAY SWITCH. P EO.1 ELECTRICAL SPECIFICATIONS CODES AND REGULATIONS SHALL INCLUDE,BUT NOT LIMITED TO THE FOLLOWING: CODED.AND SHALL BE 600 VOLT.TYPE THHN/THWN COPPER. $p 20A,120I277V,SPST SWITCH WITH PILOT LIGHT. 26. CABLES IN HIGH TEMPERATURE AREAS SHALL HAVE INSULATION TYPE SUITABLE FOR THE TEMPERATURE. If significant changes need to be made,plans shall be submitted to the EO.3 ENERGY COMPLIANCE FORMS 1.OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS(OSHA). CABLES USED IN SPACES FOR ENVIRONMENTAL AIR SHALL CONFORM WITH APPLICABLE NEC $BP 20A,1201277V BY-PASS SWITCH,N.O.MOMENTARY SPST SWITCH. ID SFM for Acceptance. E2.0 ELECTRICAL PLAN 2.2018IN NATIONAL ONALBELECTRICAL LDINGCCODE REQUIREMENTS. W 3.20181NTERNATIONAL BUILDING CODE $iM TIMER SWITCH,DIGITAL,20A,120V. 4.2018 INTERNATIONAL ENERGY CONSERVATION CODE 27. ALL WIRING USED IN RETURN OR DISCHARGE AIR PLENUMS SHALL BE PLENUM RATED OR INSTALLED PER $T HP RATED TOGGLE SWITCH WITH THERMAL OVERLOADS,1 HP,120V,UON E2.1 ELECTRICAL ROOF PLAN 5.LOCAL UTILITY COMPANIES METHODS APPROVED BY THE LATEST EDITION OF THE NEC FOR SUCH APPLICATION. p Idaho State Fire Marshal 6.NFPA#101:LIFE SAFETY CODE. DIMMER SWITCH,VA RATING AS SHOWN AND AS REQUIRED. IATT E. LWEED,ARCHITECT sfm.planreview@doi.idaho.gov E5.0 ELECTRICAL SINGLE LINE DIAGRAM 7.STATE FIRE MARSHAL 28. BRANCH CIRCUITS FOR POWER AND LIGHTING SHALL NOT BE LESS THAN#12AWG.OR AS NOTED.WIRES 15A,120/27TV DUAL TECH(U.N.O.)VACANCY SWITCH SENSOR. E5.1 ELECTRICAL PANEL SCHEDULES B.LANDLORD REQUIREMENTS ARE TO BE SIZED FOR THE APPROPRIATE VOLTAGE DROPS. �oD LOWER CASE LETTER INDICATES SWITCHLEG CONTROLLED BY SWITCH. r)Y16=1S1 ©Y11111=517 9.ANY OTHER LOCAL CODES,ORDINANCES AND JURISDICTIONS. ONE LETTER=SINGLE ZONE DOE Fleet Ill Rd,Salta 320,Cail ON 44131 New work/changes Shall not be covered Up prior to fire Inspection.Fire - 29. ALL EQUIPMENT AND LIGHT FIXTURES WIRING SHALL NOT BE LESS THAN#12 AWG TYPE SFF-2.AND TWO LETTERS=DUAL ZONE ® Inspection Line:208-735-7338 2. ALL DEVICES AND EQUIPMENT INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL BE OF FLEXIBLE CORDS SHALL NOT BE LESS THAN#12 AWG TYPE S. SECURITY CAMERA. WEATHERPROOF CONSTRUCTION. 30. CONTROL WIRING SHALL NOT BE LESS THAN#14 AWG UNLESS OTHERWISE NOTED. CEILING MOUNTED DUAL TECH OCCUPANCY SENSOR(UNO). Seal: OS H=HALLWAY COVERAGE TYPE. 3. ALL SINGLE AND GANGED PLATES SHALL BE THERMOPLASTIC AND SHALL MATCH THE DEVICE IN COLOR. 31. HOMERUNS SHOWN ARE SCHEMATIC.CONTRACTOR MAY ORIGINATE HOMERUNS FROM DIFFERENT LOWER CASE LETTER INDICATES SWITCHLEG CONTROLLED BY SENSOR. COORDINATE DEVICE COLOR WITH THE ARCHITECT PRIOR TO INSTALLATION.GANG DEVICES AT GROUP LOCATIONS.ALL WIRE INCLUDING HOMERUNS SHALL BE DELINEATED ON AS-BUILT DRAWINGS. ROOM CONTROLLER.LOWER CASE LETTER INDICATES SWITCHLEG LOCATIONS UNDER A SINGLE COVER PLATE. @ CONTROLLED BY CONTROLLER. 32. ALL CONDUITS PASSING THROUGH PARTITIONS ARE TO BE APPROPRIATELY SLEEVED AND SEALED. y,xCENS PLUG COMPATIBLE EO ACIES 4. THE ELECTRICAL PLANS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL OF THE © AD CONTROLLER. ARCHITECTURAL DETAIL OR SPECIFICS OF ELECTRICAL CONSTRUCTION.TAKE ALL DIMENSIONS FROM THE 33. ALL SLAB PENETRATIONS SHALL BE INSTALLED AND FIRE RATED PER NATIONAL STATE AND LOCAL CODES. COMPATIBLE WITH ROOM CONTROLLER. ARCHITECTURAL DRAWINGS.PRIOR TO ROUGH-IN,CONTRACTOR TO REVIEW ALL SUBMITTALS OF 20A POWERIRELAY PACK FOR OCCUPANCY SENSOR.LOWER CASE 18793 ENGINEERING EQUIPMENT PROVIDED BY OTHER TRADE AND MAKE NECESSARY ADJUSTMENTS. 34. DO NOT MAKE ANY CHANGES OR SUBSTITUTIONS WITHOUT SPECIFIC WRITTEN APPROVAL FROM THE © LETTER INDICATES SWITCHLEG CONTROLLED BY SWITCH. /7 G 400 N.McCarthy Blvd,sts 250 ARCHITECT OR ENGINEER. ETC EMERGENCY LIGHTING TRANSFER CONTROL DEVICE. Milpitas,CA 95036 5. ALL CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE MADE WITH A MINIMUM OF 24"OF ph:(408)522-5255 WEATHERPROOF FLEXIBLE CONDUIT TO PREVENT SOUND AND VIBRATION TRANSMISSION TO THE 35. GUARANTEE ALL WORK,MATERIAL AND EQUIPMENT FOR A PERIOD OF ONE YEAR FROM THE DATE OF DUPLEX RECEPTACLE,120V,20A.WALL MOUNTED UON. fz:(408)5225260 STRUCTURE. APPROVAL AND FINAL ACCEPTANCE. (WP=WEATHERPROOF,D=DEDICATED) info@acies.net 6. COORDINATE ALL MOTOR OVERLOADS AND/OR FUSES FURNISHED BY THIS CONTRACT WITH THE ACTUAL 36, THIS DESIGN IS BASED ON INITIAL DESIGN DATA,GENERAL CONTRACTOR TO SUPPLY AND INSTALL DUPLEX RECEPTACLE,20A,120V,GFCI. Copyright@2024 EQUIPMENT INSTALLED.SIZE OVERLOADS BASED ON MOTOR NAMEPLATE FULL LOAD CURRENT AND FEEDERS,FUSES AND CIRCUIT BREAKERS TO MATCH THE ACTUAL NAMEPLATE RATING OF ALL DUPLEX RECEPTACLE,20A,120V,ABOVE COUNTER. SERVICE FACTOR.FUSES FOR MOTOR AND TRANSFORMER CIRCUITS SHALL BE DUAL ELEMENT.FUSES EQUIPMENT.THIS SHALL BE INCLUDED IN THE INITIAL BID PROPOSAL AND NO EXTRAS SHALL BE FOR OTHER"NON-INRUSH"LOADS SHALL BE FAST ACTING.ALL FUSES SHALL BE CURRENT LIMITING CLASS ENTERTAINED. DUPLEX RECEPTACLE,20A,120V,ISOLATED GROUND. AProject for: RK5 OR CLASS L UNLESS OTHERWISE NOTED. QUADRUPLEX RECEPTACLE,20A,120V. FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS. 37, THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT,MATERIALS AND LABOR TO COMPLETE ALL ELECTRICAL WORK IN A NEAT AND WORKMANLIKE MANNER AND IN ACCORDANCE WITH GOOD > QUADRUPLEXIDUPLEX CORD DROP RECEPTACLE,20A,120V. 7. GROUNDING CONDUCTORS ARE GENERALLY NOT SHOWN.GROUND AND BOND TOGETHER ALL COMMERCIAL PRACTICE INCLUDING THE INSTALLATION OF ALL THE EQUIPMENT MATERIALS AND SYSTEMS $ CEILING MOUNTED RECEPTACLE,20A,120V EQUIPMENT,RACEWAYS,MOTORS,PANELBOARDS AND SWITCHBOARDS,ETC.IN ACCORDANCE WITH NEC AND THE FINAL CONNECTIONS TO THE OWNER'S EQUIPMENT AND FIXTURES AS REQUIRED BY THE OWNER. ARTICLE 250.BONDING OF ALL INTERIOR METAL PIPING SHALL BE IN ACCORDANCE WITH NEC ARTICLE 250 THE CONTRACTOR SHALL ALSO FURNISH TEMPORARY WIRING AND LIGHTING TO PROVIDE MINIMUM OF >� SPLIT-WIRED DUPLEX RECEPTACLE OUTLET,ISA,120V. AS FOLLOWS: 25 FC IN WORK AREAS FOR USE OF ALL THE TRADES DURING CONSTRUCTION AND THE INSTALLATION OF rib SPLIT-WIRED DOUBLE DUPLEX RECEPTACLE OUTLET,15A,120V. A. ALL INTERIOR METAL WATER PIPING SHALL BE BONDED TO ONE OR MORE GROUNDING THE OWNERS FIXTURES.THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL TEMPORARY WIRING UPON 5T ELECTRODES USED.THE BONDING JUMPER SHALL BE SIZED IN ACCORDANCE WITH NEC COMPLETION OF CONSTRUCTION OF ALL TRADES. ® FLOOR BOX WITH DUPLEX RECEPTACLE,20A,120V Q ARTICLE 250. SINGLE RECEPTACLE. J B. INTERIOR METAL PIPING THAT MAY BECOME ENERGIZED(i.e.GAS PIPING,ETC.),SHALL BE 38, CONTRACTOR SHALL LABEL ALL JUNCTION BOX,OUTLETS,LIGHT SWITCH,ETC.WITH CIRCUIT NUMBER ON SEE EQUIPMENT SCHEDULE AND NOTES FOR NEMA CONFIG. BONDED TO ONE OR MORE GROUNDING ELECTRODES USED.THE BONDING JUMPER SHALL BE INTERIOR OF COVER PLATE. SIZED IN ACCORDANCE WITH NEC ARTICLE 250,USING THE RATING OF THE CIRCUIT THAT MAY ED- USB CHARGER AND TAMPER RESISTANT RECEPTACLE,20A,120V.ABOVE ENERGIZE THE PIPING SYSTEM. 39. CONTRACTOR$HALL PROVIDE SEISMIC RESTRAINTS AND SUPPORTS FOR ALL FLOOR AND CEILING COUNTER,SHADED=GFI AS REQUIRED. M Q C. INTERIOR METAL PIPING SYSTEM SEPARATED BY A PLUMBING EQUIPMENT(I.E.METER, MOUNTED ELECTRICAL EQUIPMENT TO RESIST EARTHQUAKE EFFECTS DETERMINED IN ACCORDANCE 1 1 1 WATER HEATER)SHALL BE PROVIDED WITH A BONDING JUMPER SIZED PER NEC ARTICLE 250. WITH THE BUILDING CODE. © POWER POLE.SEE DETAIL FOR MORE INFORMATION. ALL GROUNDING ELECTRODE INSTALLED IN THE BUILDING(SINGLE OR MULTIPLE SERVICES) FUSED DISCONNECT SWITCH WITH DUAL ELEMENT FUSES PER _ SHALL BE BONDED TOGETHER TO FORM A SINGLE GROUNDING ELECTRODE SYSTEM 40. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL ALL SUPPLEMENTARY SUPPORT, ❑J EQUIPMENT NAME PLATE RATING.INCLUDING SUPPORT STEEL AS REQUIRED TO HANG ALL EQUIPMENT AND LIGHTING FROM THE EXISTING O Q 8. INSTALL ALL WALL MOUNTED POWER,TELEPHONE AND DATA OUTLETS AT-15"A.F.F.TO BOTTOM OF THE STRUCTURE IN ACCORDANCE WITH THE ARCHITECTURAUSTRUCTURAL SUPPORT AND LOADING CRITERIA. FUSED PER EMENT NAME MOTOR STARTER AND DUAL ELEMENT M BOX,UNLESS OTHERWISE NOTED.INSTALL ALL LIGHTING CONTROL SWITCHES,FIRE ALARM PULL FUSES PER EQUIPMENT NAME PLATE RATING. O w STATIONS,AND WALL TELEPHONE JACK$AT W8-A.F.F.TO TOP OF THE BOX,UNLESS OTHERWISE NOTED. 41. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE FULLY DIMENSIONED COORDINATION �J NON-FUSIBLE DISCONNECT SWITCH. t~ DRAWINGS FOR ALL OF HIS RESPECTIVE WORK.THESE DRAWINGS MUST BE FULLY COORDINATED WITH ^/ 9. CONDUCTOR PENETRATION OF FIRE RATED PORTIONS OF ASTRUCTURE SHALL BE EFFECTIVELY SEALED ALL EXISTING CONDITIONS.ALL HVAC,PLUMBING,FIRE PROTECTION,ELECTRICAL,LIGHTING,STRUCTURAL N MOTOR OUTLET AND FLEX CONNECTION TO MOTOR. LLI AND SLEEVED WITH STEEL FLEX 3 FEET EACH SIDE OF THE PENETRATION,OR OTHER APPLIED METHODS. AND ARCHITECTURAL SYSTEMS PRIOR TO PREPARING COMPOSITE MULTI DISCIPLINE COORDINATION O METER,METER SOCKET.DRA /�� (n 10. FIRE ALARM CABLE SHALL BE INSTALLED IN CONDUIT WHERE REQUIRED BY CODE. 0 o CIRCUIT BREAKER. 1 (n J 42. ALL DISCONNECTING MEANS AND EQUIPMENT INDICATED ON THE DRAWING SHALL BE IDENTIFIED BY yll� GROUNDING ELECTRODE SYSTEM: 1••� LU Q 11. RECESSED LIGHT FIXTURES INSTALLED WHERE THERE ARE INSULATION IS REQUIRED TO BE I.C.RATED. NAMEPLATE IN COMPLIANCE WITH THE NEC 110-22. UPER,GROUND ROD,U.G.WATER PIPE,STRUCTURAL STEEL. J LL 12. ALL LIGHT SWITCHES NOT WITHIN SIGHT OF THE LUMINAIRES SHALL BE EQUIPPED WITH A PILOT LIGHT, 43. ALL WIRING FOR THE EMERGENCY LIGHTING AND EMERGENCY SYSTEMS SHALL BE INSTALLED IN -C!I-L PANELBOARD,SURFACE I RECESSED MOUNTED. J 0 z EVEN IF NOT SHOWN IN THE DRAWINGS. ACCORDANCE WITH THE REQUIREMENTS OF THE NEC ARTICLE 700. OJ..I JUNCTION BOX:WALL MOUNTED,SIZE TO CODE,TAPE AND TAG WIRES. J L 13. CONTRACTOR TO PROVIDE ALL REQUIRED SEISMIC SUPPORT WIRES FOR THE LIGHTING FIXTURES. 44. THE WIRING METHODS AND MATERIALS INDICTED IN THE SPECIFICATIONS AND ON THE DRAWINGS SHALL 0 JUNCTION BOX:CEILING MOUNTED,SIZE TO CODE,TAPE AND TAG WIRES. PENDANT FIXTURES SHALL BE PROVIDED WITH SEISMIC SUPPORT WIRES SO AS NOT TO HIT ANYTHING ON BE INSTALLED AND CONNECTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEC ARTICLE 300. /:-1 SECURITY OUTLET:BOX+1l2"C STUB TO CEILING SPACE. 7 U A 45 DEGREE SWING AND AS REQUIRED BY THE AHJ. 45, THE ELECTRICAL SERVICE AND DISTRIBUTION SYSTEM AS INDICATED ON THE RISER DIAGRAM AND FIRE BELL.S.A.D.FOR MOUNTING HEIGHT, MD 14. ALL EQUIPMENT SHALL BE UL LISTED AND SHALL BE INSTALLED AS PER THEIR LISTINGS.INSTALLATION MATERIALS INDICATED IN THE SPECIFICATIONS SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF INSTRUCTION FOR ALL UL LISTED EQUIPMENT SHALL BE MADE AVAILABLE TO THE BUILDING INSPECTOR AT THE NEC ARTICLE 230. O LINE VOLTAGE THERMOSTAT.S.M.D. 1 n THE TIME OF INSPECTION.ALL DEVICES AND EQUIPMENT INSTALLED OUTDOORS OR EXPOSED TO THE �+ CABLENOUTLET. UJL�/•1/�•/`/WEATHER SHALL BE OF WEATHERPROOF CONSTRUCTION.ALL RECEPTACLES SHALL COMPLY WITH THE 46. ALL OVER CURRENT PROTECTION SHALL BE IN COMPLIANCE WITH THE NEC SECTION 240. ^ LATEST EDITION OF THE NEC,EVEN IF NOT SPECIFICALLY IDENTIFIED IN THE DRAWINGS(GFCI,AFCI, H/�/�+ TELEPHONE/DATA COMBINATION DATA AND TELEPHONE OUTLET. v, C)TAMPER RESISTANT,HOSPITAL GRADE,ETC.) 47. ALL GROUNDING REQUIREMENT$OF THE COMPLETE ELECTRICAL DISTRIBUTION SYSTEM AND AS ® CEILING MOUNTED DATA OUTLET. INDICATED IN THE SPECIFICATIONS SHALL BE IN ACCORDANCE WITH NEC ARTICLE 250. ` 15. CONTRACTOR TO SUBMIT LOAD SUMMARY(SERVICE CARE SHEET)TO THE ELECTRIC UTILITY COMPANY CR CARD READER. 'X` FOR COORDINATION TO THE EXISTING SERVICE LATERAUENTRANCE CONDUCTOR AND ASSOCIATED 48. PRIOR TO ANY REQUIRED CUTTING AND PATCHING OF CONCRETE FLOOR AND/OR CUTTING OF ROOF HVAC SMOKE DUCT DETECTOR,S.M.D. UTILITY TRANSFORMER. CONTRACTOR SHALL COORDINATE WITH BUILDING ENGINEER.SEAL ALL EXTERIOR AND FIREWALL N PENETRATIONS. FS FIRE SMOKE DAMPER,SMD 16. STRUCTURAL STEEL FIREPROOFING THAT WERE DAMAGED DURING CONSTRUCTION SHALL BE PATCHED A AMPERE AND REPAIRED BY THIS CONTRACTOR. 49, FOR ALL LIGHTING FIXTURES MOUNTED IN HUNG CEILING THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL INDIVIDUAL SUPPORT AT EACH CORNER OF RECESSED LIGHTING TROFFER CONNECTED TO AIC AMPERE INTERRUPTING CAPACITY 17. CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE SUBMITTING BID. BUILDING STEEL ABOVE ALL CONDUIT AND MC CABLE MOUNTED ABOVE HUNG CEILING SHALL BE INDIVIDUALLY SUPPORTED IN THE SAME FASHION AS PER NEC REQUIREMENTS. AFF ABOVE FINISHED FLOOR 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,CERTIFICATES,ETC.REQUIRED. AHJ AUTHORITY HAVING JURISDICTION 50. NO"DOUBLING UP'ON CIRCUIT BREAKERS OR CONDUCTOR SPLICES WITH IN PANEL BOARDS SHALL BE 19. WHERE REQUIRED,CONTRACTOR SHALL OBTAIN AND PAY FOR BOTH ROUGH AND FINAL UNDER-WRITERS PERMITTED.THE CONTRACTOR SHALL PROVIDE JUNCTION BOXES ADJACENT TO PANELBOARDS AS AWG AMERICAN WIRE GAUGE Client: OR OTHER APPROVED INSPECTION AGENCY CERTIFICATES"ELECTRICAL INSPECTION".THESE REQUIRED TO SPLICE COMMON CIRCUITS CONNECTORS. C CONDUIT CERTIFICATES SHALL BE PRESENTED WITH REQUEST FOR FINAL PAYMENT. 51. DO NOT SCALE FROM THESE DRAWINGS. CU COPPER 20. IT IS THE INTENT OF THESE PLANS TO PROVIDE A COMPLETE OPERATING ELECTRICAL SYSTEM.THIS D ONE WAY DISTANCE OF FEEDER OR BRANCH CIRCUIT WOOD INVESTMENTS CONTRACTOR SHALL FURNISH AND INSTALL ALL WIRING,EQUIPMENT,MATERIAL.ETC.REQUIRED,EXCEPT 52. PLANS ARE PREPARED WITH REQUIRED BRANCH CIRCUITS INDICATED BY CIRCUITS NUMBERS.PROVIDE WHERE SPECIFICALLY NOTED AS BEING FURNISHED BY OTHERS.SHOULD THERE BE ANY QUESTIONS AND INSTALL ALL CONDUITS.CONDUCTORS,BOXES,MISCELLANEOUS FITTINGS,ETC.FOR ACOMPLETE (E)I(N)I(RL) EXISTING I NEW I RELOCATED COMPANIES, INC. CONCERNING RESPONSIBILITY,THEY SHALL BE ADDRESSED TO ARCHITECT PRIOR TO BID.NO EXTRA AND OPERABLE SYSTEM(HOME RUN SHOWN).BRANCH CIRCUIT INSTALLATION SHALL COMPLY WITH EF EXHAUST FAN CHARGES WILL BE ALLOWED. SPECIFICATIONS AND NEC. EM EMERGENCY 14 CORPORATE PLAZA,SUITE 120, 21. ELECTRICAL SERVICE SHALL BE COORDINATED WITH THE EXISTING FIELD CONDITIONS. 53, NATIONALLY RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH 02 NEC ART.110.3. GC GENERAL CONTRACTOR NEWPORT BEACH,CA 92660 22. CONSULT WITH CONTRACTORS FURNISHING HVAC EQUIPMENT TO VERIFY LOADS AND SECURE EXACT GFI GROUND FAULT INTERRUPTER LOCATIONS(REFER TO HVAC DRAWINGS).WIRE AND CONNECT TO ALL HVAC EQUIPMENT.INCLUDING 54. ALL CONDUITS SHALL MAINTAIN FIVE(5)FEET CLEARANCE IN FRONT OF HVAC SUPPLY AND RETURN. CONTROLS AND THERMOSTATS. G,GND GROUND 55. CONTRACTOR TO PROVIDE CONDUIT EXPANSION COUPLINGS AND BONDING JUMPERS WHERE REQUIRED. HP HORSEPOWER Revisions: 23. CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO ALL CONTROLS,OWNER-SUPPLIED EQUIPMENT, REFER TO STRUCTURAL DRAWINGS FOR EXPANSION JOINT LOCATION. MECHANICAL AND PLUMBING EQUIPMENT AS REQUIRED. ISC SHORT CIRCUIT CURRENT 56, PROVIDE IDENTIFIED HANDLE TIES FOR ALL MULTI-WIRE BRANCH CIRCUITS PER NEC 210.4(B). MCB MAIN CIRCUIT BREAKER 24. CIRCUIT NUMBER ON THE DRAWINGS ARE FOR IDENTIFICATION ONLY AND DO NOT INDICATE THE POSITION ON THE PANEL BOARD.CONNECT THE CIRCUITS WITH THE LIGHTEST LOADS AND THE RECEPTACLE 57. THE WORKING SPACES ABOUT THE ELECTRICAL EQUIPMENT$HALL BE MAINTAINED PER NEC 110.26(A) MLO MAIN LUG ONLY CIRCUITS NEAR THE TOP OF THE PANEL,AND THE MORE HEAVILY LOADED CIRCUITS NEAR THE BOTTOM. AND THE UTILITY COMPANY REQUIREMENTS.THE DEDICATED EQUIPMENT SPACE SHALL BE MAINTAINED NEC NATIONAL ELECTRICAL CODE BALANCE ALL CIRCUITS EVENLY BETWEEN PHASE SO THAT FEEDER WIRES CARRY APPROXIMATELY PER NEC 110.26(E). NIL NIGHT LIGHT 58. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK P POLE OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK.IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PH PHASE PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 59. PROVIDE FURNISH,INSTALL,CONNECT (R)I(RR) REMOVE I REMOVE AND RELOCATE RMC RIGID METAL CONDUIT S.A.D. SEE ARCHITECTURAL DRAWINGS S.M.D. SEE MECHANICAL DRAWINGS S.P.D. SEE PLUMBING DRAWINGS UON UNLESS OTHERWISE NOTED V VOLTS VA VOLT AMPERE VD VOLTAGE DROP VFD VARIABLE FREQUENCY DRIVE WP WEATHERPROOF -42 SUBSCRIPT LOCATED NEXT TO THE DEVICE MEANS 42"AFF TO CENTER OF DEVICE No. Description Date Project No.: 23.043.10/30 Drawn By: KP Reviewed By: GHP scale: AS SHOWN Date: Filename: - Sheet Title: ELECTRICAL GENERAL CITY APPROVED PLANS INFORMATION Reviewed for Code Compliance Permit 24-0560 PLANS MUST BE KEPT ON JOB SITE FOR ALL INSPECTIONS o.tea:osroeaoza Sheet#: Pe9e 30 of 40 E 0.0 @ MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL® 04.12.24 1 ST Pr CHECK SU22Lof 47022724 SPECIFICATIONS PARTI:GENERAL ELECTRICAL EQUIPMENT FURNISHED FOR THE PROJECT INCLUDING AT LEAST THESE DATA: CIRCUIT BREAKERS SHALL HAVE AN OVERCENTER,TRIPFREE,TOGGLE-TYPE OPERATING MECHANISM WITH WHERE PENETRATIONS ARE NECESSARY,BUILDING WEATHERPROOF INTEGRITY MUST BE PRESERVED. 110. 1.TECHNICAL DESCRIPTION AND REPLACEABLE PARTS LIST. QUICK-MAKE,QUICK-BREAK ACTION AND POSITIVE HANDLE INDICATION.HANDLES SHALL HAVE ON,OFF,AND 3.PENETRATING SOUND INSULATED OR AIR PLENUM WALL:INSTALL CONDUIT IN CONDUIT SLEEVE AND SEAL 1.01 SCOPEOFWORK 2.PHYSICAL DESCRIPTION AND INSTALLATION INSTRUCTIONS. `TRIPPED'POSITIONS.IN ADDITION,TRIP INDICATION SHALL INCLUDE A VISI-TRIP INDICATOR APPEARING IN THE PENETRATION AS DETAILED ON THE DRAWINGS. A.FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT AND PROVIDE ALL LABOR TOOLS TRANSPORTATION 3.USER'S MANUAL AND OPERATING INSTRUCTIONS. WINDOW OF THE CIRCUIT BREAKER CASE(THROUGH 125 AMPERES.CIRCUIT BREAKERS SHALL BE UL LISTED IN 4,PENETRATING NON-FIRE RATED DRY WALL:CONDUIT SLEEVES ARE NOT REQUIRED.PENETRATIONS MUST BE SUPERINTENDENCE AND SERVICES REQUIRED AND NECESSARY TO COMPLETE THE WORK SHOWN ON THE 4.MANUFACTURER'S WARRANTY. ACCORDANCE WITH UL STANDARD 409WITH CURRENT RATINGS AS NOTED ON THE PLANS.INTERRUPTING RATINGS SEALEDWITH PLASTER PRIOR TO PAINTING.PENETRATIONS MADE AFTER WALL FINISH IS APPLIED MUST BE AS CONTRACT DOCUMENTS,DRAWINGS,ANDIOR SPECIFIED HEREIN.ALSO INCLUDE ALL OTHER WORK AND SHALL BE SELECTED TO PROVIDE THE REQUIRED LOAD CENTER SHORT CIRCUIT CURRENT RATING. SMALL AS POSSIBLE AND PROVIDED WITH ESCUTCHEONS,ONE ON EACH SIDE OF WALL. MISCELLANEOUS ITEMS,NOT SPECIFICALLY MENTIONED,BUT REASONABLY INFERRED FOR A COMPLETE 1.14 CLEAN-UP E.MANUFACTURERS PANELBOARDS SHALL BE GENERAL ELECTRIC TYPE"AQ'OR TYPE'AE'OR EQUIVALENT PRODUCTS 5.PENETRATING SUSPENDED CEILING:CUT HOLE AS SMALL AS POSSIBLE TO PERMIT CONDUIT PENETRATION. INSTALLATION INCLUDING ALL ACCESSORIES AND APPURTENANCES REQUIRED FOR TESTING THE SYSTEM.IT IS THE A.RID THE PREMISES OF SCRAP MATERIALS,TRASH AND DEBRIS BOTH DURING CONSTRUCTION AND AT COMPLETION OF EATON,SQUARE-D OR SIEMENS-ITE. PROVIDE ESCUTCHEON FOR EACH CONDUIT BELOW CEILING. INTENT OF THE DRAWINGS AND SPECIFICATIONS THAT ALL SYSTEMS BE COMPLETE,AND READY FOR OPERATION. OF THE PROJECT.LEAVE THE BUILDING AND SURROUNDING AREA IN A CLEAN AND ORDERLY CONDITION. 2.05 SERVICE ENTRANCE EQUIPMENT 3.04 CONNECTIONS TO EQUIPMENT REGULA EQUIREMENT NTEE CE EQUIPMENT E SUBJECT TO THE REQUIREMENTS OF THE ITY ES PROVIDING 102 A-CO DE COMPLIANCEIANCE IS MANDATORY.NO THING IN THESE DRAWINGS AND SPECIFICATIONS PERMITS WORK NOT 115 A.GUARANTEE THE INSTALLATION FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE A SERVICES TO PR PROJECT SITE.EQUIPMENT SHOWN ON THE CONSTRUCTION DOCUMENTS SOAG NIERALG GUIDELINE A1.EFURNINISHANDINSTALL REQUIRED POWER SUPPLY CONDUIT AND WIRING TO ALL EQUIPMENT IDENTIFIED IN THE T CONFORMING TO THESE CODES.WHERE WORK IS SHOWN TO EXCEED MINIMUM CODE REQUIREMENTS,COMPLY YEAR AFTER DATE OF CERTIFICATION OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING AND SHALL BE ADJUSTED TO MEET SPECIFIC UTILITIES REQUIREMENTS.CONTRACTOR TO PROVIDE METERING CONSTRUCT ION DOCUMENTS.WITH DRAWINGS �TI E. MAJEED,ARCHITECT AND REGGULATIONSNNCLUDIFI ING,BUTNS.ALL NOT LIMITT DK AND TO THE FOLLOWINALS SHALL COMPLY WITH THE LATEST RULES,CODES DURING THIS PERIOD,WITHOUT CHARGE. B.ENCLOSURESQUIPMENT UPUL SECTIONS,AND TERMINBMITTALS FOR UTILITY ATIONS SHALL BE Y REVIEW AND TOTALLLY ENCLOSED,DEAD F ORDERING RONT,F FREE-STANDING, 3.FURNISH AND PMENT. 2.PROVIDE INSTALL ADSCON DISCONNECT WIRE SWITCH IMMEDIATELYTION EXCEEDING AHEAD OF AND ADJACENT TO EACH MAGNETIC T 216 '1'� p,r .�qa ry,©.�.�.,6 II'�'� 1. OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS(OSHA). 1.16 TEMPORARY SERVICES FRONT AND REAR ALIGNED.ACCESSIBILITY SHALL BE FROM THE FRONT.THE EQUIPMENT SHALL BE NEVA TYPE I OR MOTOR STARTER OR APPLIANCE UNLESS THE MOTOR APPLIANCE IS LOCATED ADJACENT AND WITHIN SIGHT OF 7100F PbsMV YBd,SIiie3R0,.nu."OH 44131 2. 2022NATIONAL ELECTRICAL CODE A.PROVIDEADEQUATE AND SAFE TEMPORARY ELECTRICAL POWER AND LIGHTING THROUGHOUT THE CONSTRUCTION NEMA TYPE SIR NON-WALK-IN RAINPROOF.THE FRAMEWORK SHALL BE STEEL,SECURED TOGETHER TO SUPPORT ALL THE SERVING PANELBOARD,CIRCUIT BREAKER OR SWITCH.VERIFY ALL EQUIPMENT NAMEPLATE CURRENT 3. 2018 INTERNATIONAL BUILDING CODE AND FINISHING OF THE PREMISES.IN ADDITION TO SPECIAL OR UNUSUAL REQUIREMENTS,PROVIDE AT LEAST THESE COVER PLATES,BUSSING,AND COMPONENT DEVICES DURING SHIPMENT AND INSTALLATION.ALL COVERS SHALL RATINGS PRIOR TO INSTALLATION. 4. 2018 INTERNATIONAL ENERGY CONSERVATION CODE ITEMS: HAVE UTILITY SEALING PROVISIONS WHERE REQUIRED BY THE UTILITY. 4.INSTALL ALL ROUGH-IN WORK FOR EQUIPMENT FROM APPROVED SHOP DRAWINGS TO SUIT THE SPECIFIC 5. LOCAL UTILITY COMPANIES 1.THREE(3)20-AMP CIRCUITS FOR CONSTRUCTION POWER TOOLS.PROVIDE GFI TEMPORARY CIRCUITS WITH C.THE ENTI RE SERVICE ENTRANCE EQUIPMENT SHALL BE SUITABLE FOR OPERATION AT THE SPECIFIED AVAILABLE REQUIREMENTS OF THE EQUIPMENT. Seal: 6. NFPA#IOI:LIFE SAFETY CODE. COVERPLATES TO MEET OSHA REQUIREMENTS. FAULT CURRENT.THE EQUIPMENT SHALL BE LABELED TO INDICATE THE MAXIMUM AVAILABLE FAULT CURRENT 5,FURNISH AND INSTALL MANUAL THERMAL PROTECTION FOR ALL MOTORS NOT INTEGRALLY EQUIPPED WITH 7.STATE FIRE MARSHAL 2.THEE OR MORE LIGHT STRING$SUSPENDED APPROXIMATELY ONE FOOT BELOW THE HEIGHT OF FINISH CEILING RATING,TAKING INTO ACCOUNT THE STRUCTURE,BUSSING,MAIN DISCONNECTS,AND TENANT MAIN DISCONNECTS. THERMAL PROTECTION. 8,LOCAL UTILITY COMPANIES WITH LAMPS SPACED NOT MORE THAN TWELVE FEET ON CENTERS.STRINGS SHALL BE RUN THE LENGTH OF THE D.THE METERING EQUIPMENT THROUGH BUS SHALL BE TIN-PLATED ALUMINUM.THE BUSSING SHALL BE OF SUFFICIENT 6.FURNISH CONTROL POWER TO EACH CONTROL PANEL AND TIME SWITCH REQUIRING A SOURCE OF POWER TO 9.LANDLORD REQUIREMENTS STORE SPACE PARALLEL TO THE DEMISING WALLS,WITH ONE STRING WITHIN EIGHT FEET OF EACH WALL AND GROSS-SECTIONAL AREA TO MEET UL STANDARD 891 FOR TEMPERATURE RISE.THE THROUGH BUS SHALL EXTEND OPERATE. N0�( ANY OTHER LOCAL CODES,ORDINANCES AND JURISDICTIONS. ONE(OR MORE)INTERMEDIATE STRING(S)ARRANGED TO LIMIT THE SPACING BETWEEN ROWS TO SIXTEEN FEET THE FULL LENGTH OF THE EQUIPMENT AND BE 100%RATED THROUGHOUT THE LINE-UP.TAPERED BUS IS NOT �S OR LESS. ACCEPTABLE.THERE SHALL BE PROVISIONS FOR FUTURE SPLICING OF ADDITIONAL SECTIONS FROM EITHER END. 3.05 INSTALLATION OF WIRES \-\LENSED 1.03 LICENSE,FEES,AND PERMITS 3,FLOOD LIGHTING AND TASK LIGHTING FOR PAINTING AND OTHER FINISH WORK. THE NEUTRAL BUS SHALL ALSO BE 100%RATED.THE GROUND BUS SHALL BE SIZED PER UL STANDARD 891,AND OF A.PULL NO WIRE INTO ANY PORTION OF THE CONDUIT SYSTEM UNTIL ALL CONSTRUCTION WORK WHICH MIGHT DAMAGE ACIES ELECTRICAL CONTRACTOR SHALL PAY FOR ALL LICENSES,PERMITS AND INSPECTION FEES REQUIRED BY THE 4.TEMPORARY POWER REQUIRED FOR TESTING OF BUILDING EQUIPMENT(ELEVATOR,ETC.) THE SAME MATERIAL AS THE THROUGH BUS.BUS CONNECTIONS SHALL BE BOLTED WITH GRADE 5 BOLTS AND THE WIRE HAS BEEN COMPLETED. AUTHORITY HAVING JURISDICTION AND SHALL ARRANGE FOR ALL REQUIRED INSPECTION OF ELECTRICAL WORK& B.WHERE SCOPE INCLUDES THE REMOVAL OF EXTERIOR LIGHTING,CONTRACTOR SHALL PROVIDE TEMPORARY CONICAL SPRING WASHERS. B.INSTALL ALL WIRE CONTINUOUS FROM OUTLET TO OUTLET OR TERMINAL TO TERMINAL.SPLICES IN CABLES WHEN ENGINEERING ELECTRICAL EQUIPMENT(IN DE-ENERGIZED STATE IF REQUIRED BY THE AHJ). EXTERIOR LIGHTING UNTIL THE NEW EXTERIOR LIGHTING HAS BEEN ACCEPTED BY THE OWNER.TEMPORARY E.UTILITY COMPARTMENTS SHALL BE ARRANGED IN HOT SEQUENCE.THE METERING COMPARTMENTS SHALL BE REQUIRED SHALL BE MADE IN HANDHOLES,PULL BOXES OR JUNCTION BOXES.MAKE BRANCH CIRCUIT SPLICES IN 18793 /E Lr 400 N.McCarthy Blvd,ste 250 EXTERIOR LIGHTING SHALL COMPLY WITH IESNA STANDARDS FOR SECURITY LIGHTING. BARRIERED AND COVERS SHALL HAVE SEALING PROVISIONS.THE METERING COMPARTMENTS SHALL MEET EUSERC OUTLET BOXES WITH 8'OF CORRECTLY COLOR-CODED TAILS LEFT IN THE BOX. (51- Milpitas,CA 95036 1.04 SAFETY ANDINDEMNITY C.WHERE SCOPE INCLUDES THE DISABLING OF A FIRE ALARM SYSTEM,CONTRACTOR SHALL PROVIDE A FIRE WATCH. STANDARDS,OR THE APPLICABLE UTILITIES STANDARDS. C.SPLICES IN WIRES AND CABLES SHALL BE MADE UTILIZING MATERIALS AND METHODS DESCRIBED HEREIN BEFORE. A.THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE,INCLUDING FIRE WATCH SHALL COMPLYWITH NFPA AND LOCAL FIRE MARSHAL REQUIREMENTS F.THE MAIN DISCONNECT SHALL BE CIRCUIT BREAKER.EQUIPMENT GROUND FAULT SHALL BE PROVIDED WHEN D.MAKE ALL GROUND,NEUTRAL AND LINE CONNECTIONS TO RECEPTACLE AND WIRING DEVICE TERMINALS AS ph:(408)522-5255 SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF WORK.THIS REQUIREMENT WILL APPLY D.WHEN PERMANENT ELECTRICAL SERVICE IS OPERABLE,DISCONNECT AND REMOVE FROM THE PREMISES THE REQUIRED PER THE CALIFORNIA ELECTRICAL CODE(NEC),OR WHEN REQUESTED BY THE CUSTOMER. RECOMMENDED BY MANUFACTURER.PROVIDE GROUND JUMPER FROM OUTLET BOX TO GROUND TERMINAL OF fz:(408)5225260 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.NO ACT,SERVICE,DRAWING REVIEW OR MATERIALS AND EQUIPMENT USED FOR TEMPORARY POWER AND LIGHTING.RESTORE MODIFICATIONS AND REPAIR G.METER SOCKETS SHALL BE RING TYPE METER SOCKETS SHALL BE RATED AS NOTED IN THE DRAWINGS.THE METER DEVICES WHEN THE DEVICE IS NOT APPROVED FOR GROUNDING THROUGH THE MOUNTING SCREWS. info@atles.net CONSTRUCTION REVIEW BY THE OWNER,THE ENGINEERS OR THEIR CONSULTANTS,IS INTENDED TO INCLUDE DAMAGE CAUSED BY THE INSTALLATION,USE OR REMOVAL OF TEMPORARY SERVICE PROVISIONS. SOCKET SHALL HAVE PROVISIONS FOR A EUSERC APPROVED TEST BLOCK.THE METER SOCKET SHALL PLUG ON TO E.120V AND 277V BRANCH CIRCUITS SHALL BE PROVIDED WITH DEDICATED NEUTRAL. Copynghl©2024 REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES,IN,ON,OR NEAR THE CONSTRUCTION SITE. AVERTICAL BUS ASSEMBLY ON THE LINE SIDE AND BE CABLED FROM THE LOAD SIDE OF THE METER SOCKET TO THE F.PROVIDE BRADY WIRE MARKERS WHERE NUMBER OF CONDUCTORS IN A BOX EXCEEDS FOUR. PART 2:PRODUCTS LINE SIDE OF THE TENANT MAIN DISCONNECT. 1.05 DRAWINGS AND SPECIFICATIONS H.BRANCH DEVICES-CIRCUIT BREAKERS SHALL BE COMMON TRIP FOR SIMULTANEOUS OPENING OF ALL POLES. 3.06 WIRE COLOR CODE: A.ALL DRAWINGS AND ALL DIVISIONS OF THESE SPECIFICATIONS SHALL BE CONSIDERED AS A WHOLE AND WORK OF 2.01 MATERIAL APPROVAL BREAKERS SHALL HAVE AN OVER-CENTER,TRIP-FREE,TOGGLE-TYPE OPERATING MECHANISM WITH QUICK-MAKE, A.COLOR CODING SHALL BE CONTINUOUS FOR WIRE#12 THROUGH 96 AND.PHASE CONDUCTORS#4 AND LARGER AND AProect for: THIS DIVISION SHOWN ANYWHERE THEREIN SHALL BE FURNISHED UNDER THIS DIVISION.DRAWINGS ARE A.ALL MATERIALS MUST BE NEWAND BEAR UNDERWRITER'S LABORATORIES LABEL.MATERIALS THAT ARE NOT QUICK-BREAK ACTION AND POSITIVE HANDLE INDICATION.CIRCUIT BREAKERS SHALL BE UL LISTED IN ACCORDANCE CONDUCTORS OF ANY SIZE IN CABLE ASSEMBLIES MAY HAVE COLORED PHASING TAPE AT TERMINATIONS.COLOR J DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENTAND WIRING.MOST DIRECT ROUTING COVERED BY UL TESTING STANDARDS SHALL BE TESTED AND APPROVED BY AN INDEPENDENT TESTING WITH UL STANDARD 489 AND SHALL BE RATED FOR THE MAXIMUM VOLTAGE SPECIFIED AND WITH CONTINUOUS CODE WIRES AS FOLLOWS: OF CONDUITS AND WIRING IS NOT ASSURED.EXACT REQUIREMENTS SHALL BE GOVERNED BY CONDITIONS OF THE LABORATORY OR A GOVERNMENTAL AGENCY.MATERIAL NOT IN ACCORDANCE WITH THESE SPECIFICATIONS MAY BE CURRENT RATINGS AS NOTED ON THE PLANS.THE CIRCUIT BREAKERS SHALL BE CURRENT LIMITING. 1.VOLTAGE 1201208V (277/4BOV) JOB.CONSULT ALL OTHER DRAWINGS IN PREPARATION OF THE BID.EXTRA LENGTHS OF WIRING OR ADDITION OF REJECTED EITHER BEFORE OR AFTER INSTALLATION. I.COMMERCIAL MULTI-METERING SHALL BE TOTALLY ENCLOSED,DEAD FRONT,FREE-STANDING,FRONT AND REAR A.)PHASEA BLACK (BROWN) PULL OR JUNCTION BOXES,ETC.,NECESSITATE BY SUCH CONDITIONS SHALL BE INCLUDED IN THE BID. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED AS PER THEIR LISTINGS. ALIGNED.ACCESSIBILITY SHALL BE FROM THE FRONT.THE EQUIPMENT SHALL BE NEMA TYPE I OR NEMA TYPE 3R B.)PHASEB RED (PURPLE,OR MATCH B.FOR LEED QUALIFIED BUILDINGS,PRODUCTS SHALL BE MANUFACTURED WITHIN 100 MILES OF PROJECT SITE. NON-WALK-IN RAINPROOF.THE FRAMEWORK SHALL BE STEEL,SECURED TOGETHER TO SUPPORTALL COVER BUILDING STANDARD) 1.06 CONDITIONSATSITE PLATES,BUSSING,AND COMPONENT DEVICES DURING SHIPMENT AND INSTALLATION.ALL COVERS SHALL HAVE C)PHA8EC BLUE (YELLOW) A.VISIT SITE OF THE WORK,COMPARE IT WITH THE DRAWINGS AND SPECIFICATIONS AS TO THE CONDITIONS 2.02 BASIC ELECTRICAL MATERIALS UTILITY SEALING PROVISIONS WHERE REQUIRED BY THE UTILITY. D)NEUTRAL WHITE (GRAY GREY) WHICH WORK IS TO BE PERFORMED,ASCERTAIN AND CHECK ALL CONDITIONS AND ELEVATIONS AND TAKE ALL A.CONDUITS AND RACEWAYS E.)GROUND GREEN (GREEN) MEASUREMENTS WHICH MAY AFFECT THE WORK.NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE FOR ANY EXTRA 1.RIGID STEEL HOT-DIPPED GALVANIZED. 2.06 CIRCUIT BREAKERS: F.)ISOLATED GROUND GREEN WITH (GREEN WITH EXPENSE OR CLAIMS DUE TO FAILURE OR NEGLECT UNDER THIS REQUIREMENT TO MAKE SUCH EXAMINATION, 2.INTERMEDIATE METAL CONDUIT UMC):HOT-DIPPED GALVANIZED. A.CIRCUIT BREAKERS WENDED FOR USE WITH AIR CONDITIONING,HEATING,AND REFRIGERATION EQUIPMENT HAVING ORANGE STRIPE ORANGE STRIPE) INCLUDING EXAMINATION OF RESTRICTED WORKING CONDITIONS OR SUCH OTHER DIFFICULTIES VISUALLY 3.ELECTRICAL METALLIC TUBING(EMT):ELECTRO-GALVANIZED. MOTOR GROUP COMBINATIONS AND MARKED AS SUCH SHALL HAVE THE HACK MARKING.CIRCUIT BREAKERS Q OBSERVED DURING SITE VISIT.CONTRACTOR IS RESPONSIBLE FOR BECOMING COMPLETELY FAMILIAR WITH THE 4.RIGID NON METALLIC CONDUIT(PVC SCHEDULE 40) INTENDED TO SWITCH LIGHTING ON A REGULAR BASIS SHALL BE LISTED AND MARKED WITH'SWO"TO INDICATE ITS 3.07 IDENTIFICATION ARCHITECTURAL AND STRUCTURAL CONDITIONS AND LIMITATIONS WHICH WILL EXIST IN THE BUILDING AND TO 5.WIREWAY:CODE GAUGE STEEL,WITH KNOCKOUTS AND HINGED COVER,CORROSION RESISTANT GRAY BAKED SUITABILITY. A.PROVIDE NAMEPLATES FORALL ELECTRICAL EQUIPMENTAND ALL SIMILAR EQUIPMENTAND DEVICES.NAMEPLATES PROVIDE ALL LABOR,TOOLS AND MATERIALS REQUIRED TO PRODUCE A COMPLETELY CONCEALED INSTALLATION AS ENAMEL FINISH. B.480V CIRCUIT BREAKERS RATED AT 1000A AND ABOVE SHALL BE EQUIPPED WITH GROUND FAULT PROTECTION.THIRD SHALL BE SCREWED(NO ADHESIVES)ENGRAVED BAKELITE OR PHOTO-ETCHED METALLIC NAMEPLATE W INDICATED ON THE PLAINS,SPECIFICATIONS,AND REQUIRED BY THE CODE. 6.PROVIDE FITTINGS AND ACCESSORIES APPROVED FOR THE PURPOSE EQUAL IN ALL RESPECTS TO THE PARTY GFI TESTING OF GFI CIRCUIT BREAKERS SHALL BE PROVIDED. IDENTIFICATION SHOWING PANEL DESIGNATION,VOLTAGE AND PHASE IN MINIMUM 1l4"HIGH LETTERS. THE ELECTRICAL CONTRACTOR SHALL EXAMINE THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. CONDUIT OR RACEWAY.EMT CONNECTORS AND COUPLINGS SHALL BE STEEL SETSCREW TYPE INDOORS AND C.FOR CIRCUIT BREAKERS RATED 1200A AND ABOVE,COMPLY WITH NEC 240.87 B.PROVIDE"DYMO"LABELS ON ALL LIGHTING SWITCHES AND CONVENIENCE AND SPECIAL PURPOSE RECEPTACLES TO CO NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK REQUIRED BECAUSE OF THIS CONDITIONS,WHETHER STEEL COMPRESSION TYPE IN WET LOCATIONS AND OUTDOORS. SHOW PANEL AND CIRCUIT NUMBER TO WHICH THE DEVICE IS CONNECTED. Q SPECIFICALLY MENTIONED OR NOT. 2.07 INDIVIDUALLY MOUNTED MOTOR CONTROLLERS C.EACH PANELBOARD SHALL CONTAIN A METAL-FRAMED CIRCUIT DIRECTORY INSIDE COVER,WITH PLASTIC B.WIRES AND CABLES A.FOR POLYPHASE MOTORS:MAGNETIC STARTER OR COMBINATION MOTOR CIRCUIT PROTECTOR AND MAGNETIC PROTECTOR.CONDUCTOR COLOR IDENTIFICATION USED SHALL BE PERMANENTLY POSTED AT EACH PANELBOARD 1.07 WORKMANSHIP AND CONTRACTOR'S QUALIFICATIONS 1.FOR POWER AND LIGHTING SYSTEM 600VOR LESS: STARTER,WITH 3-LEG OVERLOAD PROTECTION.PROVIDE TWO INTERLOCK CONTACTS OF THE INTERCHANGEABLE OR SIMILAR DISTRIBUTION EQUIPMENT. T A.ONLY QUALITY WORKMANSHIP WILL BE ACCEPTED.HAPHAZARD OR POOR INSTALLATION WILL BE CAUSE FOR A)FOR WIRE SIZES#8 AND SMALLER:USE INSULATED PRESSURE TYPE(WITH LIVE SPRING)RATED 105 DEGREES C, OPEN-CLOSE TYPE.PROVIDE HAND-OFF-AUTOMATIC SELECTOR SWITCH,MOTOR RUNNING PILOT LIGHT AND RESET D.PANELBOARD SCHEDULE:AFTER COMPLETION OF WORK,PROVIDE ELECTRONIC UPDATED PANELBOARD SCHEDULES M O Q 7, REJECTION OF WORK. BXXV,FOR BUILDING WIRING OR FIXTURES.FOR WIRE SIZE#6 AND LARGER:USE T&B OR EQUIVALENT BUTTON IN COVER.CIRCUITS 300V AND OVER SHALL BE PROVIDED WITH 120V CONTROL TRANSFORMERS. FOR ALL PANELBOARDS.USE EXCEL FORMAT. ui COMPRESSION TYPE WITH 3M#33*OR PLYMOUTH"SLIPKNOT GREY"TAPE INSULATION. B.STARTERS FOR FRACTIONAL HORSEPOWER 120V MOTORS SHALL BE MANUAL TYPE UNLESS SHOWN OTHERWISE, r\ 1.08 SUBMITTALS B.)CONDUCTOR:MINIMUM SIZE#12AWG. EQUIPPED WITH BUILT-IN OVERLOAD PROTECTION. 3.08 GROUNDING G �_ , A.SUBMITTALS,UNLESS OTHERWISE NOTED,SHALL BE A SINGLE PACKAGE OF SIX(6)COPIES SUBMITTED TO OWNER I.#12 AND#10 AWG SOLID OR STRANDED COPPER C.ACCEPTABLE MANUFACTURERS GENERAL ELECTRIC,SIEMENS,SQUARE D,EATON,AND ALLEN BRADLEY. A.ELECTRICAL SERVICE AND SEPARATELY DERIVED ALTERNATING CURRENT SYSTEM SHALL BE GROUNDED IN ui Q FOR REVIEW.WORK SHALL NOT COMMENCE UNLESS SUBMITTALS HAVE BEEN REVIEWED FOR GENERAL ii.#8 AWG AND LARGER SHALL BE STRANDED COPPER, ACCORDANCE WITH NEC ART 250.(SEE TYPICAL TRANSFORMER GROUNDING DETAIL.) ui - CONFORMANCEBY THE ENGINEER OFRECORD. C)INSULATIONTYPE: 2.OB DISCONNECT SWITCHES B.GROUND NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT ENCLOSURES,FRAMES,CONDUCTOR B.SUBMIT CUTSHEETS,MATERIAL DATA,AND SHOP DRAWINGS,AS NOTED BELOW.FOR REVIEW WITHIN FIFTEEN(15) i.#12 TO#1 AWG:THWN FOR WET OR UNDERGROUND AND TENN FOR DRY LOCATIONS. A.SAFETY SWITCHES:HEAVY DUTY TYPE,4BO OR 24OV,HORSEPOWER RATED FOR MOTORS,FUSED OR NON-FUSED AS RACEWAYS OR CABLE TRAYS TO PROVIDE A LOW IMPEDANCE PATH FOR LINE-TO-GROUND FAULT CURRENT AND TO Er 0 DAYS AFTER AWARD OF CONTRACT.SUBMITTALS REQUIRED AS FOLLOWS: ii.#110 THROUGH AWG:XHHW(55 MILS). REQUIRED. BAND ALL NON-CURRENT CARRYING METAL PARTS TOGETHER.PROVIDE GROUND CONDUCTOR IN EACH RACEWAY Q J 1.BASIC ELECTRICAL MATERIALS INCLUDING BUT IS NOT LIMITED TO: III.#250 MGM AND LARGER:XHHW(65 MILS). B.PRO VIDE FUSE AS SHOWN IN CONSTRUCTION DOCUMENTS.MOUNT IN ENCLOSURE WITH NEMA RATING AS REQUIRED SYSTEM IN ADDITION TO CONDUCTORS SHOWN.EQUIPMENT GROUND CONDUCTOR SHALL BE ELECTRICALLY AND � (n J A)WIRING DEVICES-RECEPTACLES,SWITCHES,FACEPLATES N.GROUNDINGWIRE:TIN. FOR THE SPECIFIC APPLICATION. MECHANICALLY CONTINUOUS FROM THE ELECTRICAL CIRCUIT SOURCE TO THE EQUIPMENT TO BE GROUNDED,SIZE rC\ LU Q B)WIRES,CONNECTORS,TAPES,SPLICES,TERMINATIONS,AND ACCESSORIES v)METAL CLAD(MC)CABLES:CONDUCTORS SHALL BE MADE FROM CLASS B COPPER.SIZES 14 AWG,12 AWG„ C.ACCEPTABLE MANUFACTURERS:GENERAL ELECTRIC,SQUARE D OR EATON GROUND CONDUCTORS PER NEC ART 250 UNLESS LARGER CONDUCTORS ARE SHOWN ON DRAWINGS. G J LL C)RACEWAYS AND ACCESSORIES AND IO AND MAY BE EITHER SOLID OR STRANDED.8 AWG AND LARGER SHALL BE STRANDED.THE CONDUCTORS C.GROUNDING CONDUCTORS SHALL BE IDENTIFIED WITH GREEN INSULATION.WHERE GREEN INSULATION IS NOT O D)DEVICE IDENTIFICATION SHALL BE CONSTRUCTED WITH THHNrrHWN-2 INSULATION RATED FOR 90 DEGREES,C,DRY OR WET AT 600 2.09 LOW VOLTAGE DRY TYPE TRANSFORMERS AVAILABLE ON LARGER SIZES,BLACK INSULATION SHALL BE USED AND SUITABLY IDENTIFIED WITH GREEN TAPE AT z 2.ELECTRICAL EQUIPMENT VOLTS MAX.A COPPER GROUNDING CONDUCTOR SHALL BE CABLED WITH THE PHASE CONDUCTORS.THE A.TRANSFORMER SHALL BE ENERGY EFFICIENT TYPE COMPLYING TO DOE 2016 EFFICIENCY STANDARD,NEMA AND ANSI EACH JUNCTION BOX OR DEVICE ENCLOSURE. RR D_ A.)POWER DISTRIBUTION EQUIPMENT-PANELBOARDS,SWITCHBOARDS,SWITCHGEAR,DISCONNECT SWITCHES, GROUND CONDUCTOR SHALL HAVE GREEN INSULATION.ARMOR SHALL BE INTERLOCKED ALUMINUM,HELICALLY C89.2 STANDARDS. (, ) CIRCUIT BREAKERS,TRANSFORMERS,GENERATORS,INVERTERS,UPS,POWER DISTRIBUTION UNITS,ETC. FORMED AROUND THE CONDUCTOR ASSEMBLY AND 45%LIGHTER THAN STEEL MC CABLE.WHERE MC CABLE IS B.ELECTRICAL RATINGS: OTHERWISE INDICATED) 3.09 REMODELING WORK v T B)SERVICE ENTRANCE EQUIPMENT-BUS DUCT,TERMINATION CANS,METERED SWITCHBOARDS,ETC. USED INPATIENT CARE SPACES,THE METALLIC ARM OR SHALL ITSELF QUALIFY AND BE LISTED AS AN 1.PRIMARY WINDINGS VOLTAGE:480 VOLTS,3 PHASE,DELTA A.EXISTING ELECTRICAL WIRING WHICH WILL NOT BE MADE OBSOLETE AND WHICH WILL BE DISTURBED DUE TO I I I C.)SUPPORTS(SEISMIC&STRUCTURAL),HOUSEKEEPING CONCRETE PADS. EQUIPMENT GROUNDING CONDUCTOR,IN ACCORDANCE WITH NEC 250118. SECONDARY WINDINGS VOLTAGE:208YI120 VOLTS,3 PHASE GROUNDED CONSTRUCTION CHANGES REQUIRED BY THIS CONTRACT SHALL BE RESTORED TO OPERATING CONDITION.WHERE 7 W 00 3.LIGHTING 2.FOR SIGNAL AND COMMUNICATIONS CIRCUIT: FREQUENCY:60 HZ CONSTRUCTION CHANGES REQUIRE,OUTLETS AND CONDUIT RUNS SHALL BE RELOCATED.EXTEND CONDUITS AND L A)LIGHT FIXTURES AND SUPPORT HARDWARE/DEVICES.CONTRACTOR IS RESPONSIBLE FOR MOUNTING A.)SPECIAL CABLES SHALL SEAS SPECIFIED ON DRAWINGS. KVA RATING:AS SHOWN ON DRAWINGS PULL IN NEW WIRING OR INSTALL JUNCTION BOXES AND SPLICE IN NEW WIRING. COMPATIBILITY OF LIGHTING FIXTURE WITH CEILING(IF TYPE OF T-BAR,HARD CEILING,SPECIALTY CEILING) B.)CONDUCT ORS FOR GENERAL USE SHALL BE STRANDED COPPER CONDUCTOR,#16 AWGjam MINIMUM,WITH THWN TAPS: FULL CAPACITY TAPS,2 ABOVE AND 4 BELOW RATED VOLTAGE. � / B) LAMPS AND BALLASTS-INCLUDE BALLASTS CERTIFICATION.BALLAST SHALL HAVE LOCAL DISCONNECTS. INSULATION FOR UNDERGROUND OR WET LOCATIONS AND THHN INSULATION FOR DRY LOCATIONS. IMPEDANCE:FOR TRANSFORMERS LARGER THAN 75 KVA,4.6%MINIMUM AND 5.75%MAXIMUM. B.OUTLETS FROM WHICH FIXTURES,SWITCHES,RECEPTACLES,ANDIOR OTHER ELECTRICAL DEVICES ARE MOVED AND ^1`^J C.)POLES,CONCRETE POLE BASES. 3.ACCEPTABLE PRODUCTS:GENERAL ELECTRIC,ANACONDA,OKONITE,PARANITE OR TRIANGLE PRODUCTS 2.WINDING TEMPERATURE RISE:150 DEGREES CENTIGRADE. WHICH ARE NOT REPLACED ORREUSED SHALL BE REMOVED,WHERE OUTLETS BOXES,ETC.,ARE COMPLETELY rV/'r� D.)CONTROLS-OCCUPANCY SENSORS,PHOTOCELL,LIGHTING CONTACTORS,LIGHTING CONTROL PANELS, CONFORMING OR EXCEEDING APPLICABLE IPCEA STANDARDS. 3.INSULATION:CLASS 220 REMOVED,THE CONTRACTOR SHALL CUT OFF CONDUITS AND REMOVE WIRING. V/ DIMMERS,ETC. 4.TRANSFORMER SHALL BE CAPABLE OF OPERATING AT 100%OF NAMEPLATE RATING CONTINUOUSLY WHILE IN AN C.WHERE CONDUITS EXTENDING THROUGH FLOORS ARE TO BE ABANDONED,THE CONTRACTOR SHALL CUT AND CAP E.)FIXTURE AND ASSEMBLY WATTAGES C.OUTLET BOXES,JUNCTION AND PULLBOXES AMBIENT TEMPERATURE NOT EXCEEDING 40 DEGREES CENTIGRADE, OR PLUG CONDUIT,AND THE CONDUIT SHALL NOT PROTRUDE ABOVE THE FLOOR. C)F.)FOR PROJECTS THAT ARE SUBJECT TO CALIFORNIA ENERGY CODES,PROVIDE SUBMITTALS CONFIRMING THAT 1.OUTLET BOXES:4'SQUARE X I-12'DEEP(OR LARGER)GALVANIZED SHEET STEEL KO-TYPE WITH PLASTER RING 5.TRANSFORMER SHALL MEET THE DAILY OVERLOAD REQUIREMENTS OF ANSI STANDARD 057,96, D.WHERE EXISTING CONDUIT IS TO BE ABANDONED,THE CONDUIT SHALL BE REMOVED IF IT IS EXPOSED,IN A CRAWL PRO DUCTS SUBMITTED MEET THE REQUIRED MANDATORY MEASURES AS WELL AS MEETS MAXIMUM STATED AND COVER FOR GENERAL INTERIOR USE AND CAST METAL TYPE FS OR FD WITH MATCHING SCREW COVERS FOR C.VIBRATION ISOLATION,FACTORY INSTALLED'. SPACE OR INACCESSIBLE CEILING.WHERE IT IS IMPOSSIBLE TO REMOVE THE CONDUIT,IT SHALL BE CUT OFF AND `v' 1 ENERGY CONSUMPTIONS SHOWN IN TITLE 24 CALCULATIONS. EXTERIORAND EXPOSED INTERIOR LOCATIONS(GASKETED IN DAMP OR WET LOCATIONS). PROVIDE NEOPRENE RUBBER PADS TO ISOLATE CORE AND COIL ASSEMBLY FROM CAPPED OR PLUGGED. ^ a� C.SUBMIT COMPLETE TEST REPORTS AND ANALYSIS FOR REVIEW WITHIN FIFTEEN(15)DAYS AFTER TESTING. 2.JUNCTION BOXES(FLOOR BOX NOT INCLUDED)SHALL BE SAME AS OUTLET BOXES UP TO 42 CU.IN.AND TRANSFORMER ENCLOSURE. E.RE MOVE ALL EXISTING WIRING NOT TO BE REUSED OR REQUIRED.MAINTAIN CONTINUITY TO CIRCUITS THAT ARE TO ' ` �J D.FOR LEED PROJECTS,SUBMIT LEED COMPLIANCE FORMS AT VARIOUS STAGES OF THE PROJECTS,OR AS CODE-GAUGE STEEL IN LARGER SIZES WITH SURFACE OR FLUSH-TYPE SCREW-MOUNTED TRIMCOVERS,BOTH REMAIN. 1 1 1 /�1 REQUESTED. BOXES AND COVERS INHIBITOR-PRIMED AND PAINTED INSIDE OUT. PART 3:EXECUTION F.THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE PROPER RESTORATION OF ALL EXISTING W ` 1 E.SUBMIT TIRE 24 COMPLIANCE FORMS AT VARIOUS STAGES OF THE PROJECTS,OR AS REQUIRED BY CODE OR AS 3.PULL BOXES SHALL BE SAME AS JUNCTION BOXES UNLESS INDICATED OTHERWISE ON THE DRAWINGS,WITH SURFACES REQUIRING PATCHING,PLASTERING,PAINTING ANDIOR OTHER REPAIRS DUE TO THE INSTALLATION OF REQUESTED. COVERS. 3.01 GENERAL ELECTRICAL WORK UNDER THE TERMS OF THIS SPECIFICATION.CLOSE ALL OPENINGS,REPAIR ALL SURFACES,ETC., F.SUBMIT VERIFIED PUNCHLIST TWO(2)WEEKS AFTER ISSUANCE DATE.INDICATE PUNCHLIST ITEMS THAT HAVE BEEN 4.TELEPHONE OUTLET BOXES SHALL BE THE TYPE AND SIZE REQUIRED BY THE SERVING TELEPHONE COMPANY A.ELECTRICAL SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHALL BE AS REQUIRED. COMPLETED BY CONTRACTOR.INCLUDE DATE FOR REPUNCH. BUTNOT SMALLER THAN 4.11/16'SQUARE X 2-V13"DEEP WITH SINGLE GANGRING AND SIERRA#S.754N SPLIT PLATE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT.GOVERN EXACT G.FIRESTOP ALL PENETRATIONS. BUSHING. ROUTING OF CABLE AND WIRING AND THE LOCATIONS OF OUTLETS BY THE STRUCTURE AND EQUIPMENT SERVED. H.MAINTAIN CIRCUIT CONTINUITY TO AREAS OUTSIDE OF THIS WORK.PROVIDE NEW CONDUIT AND CONDUCTORS AS 1.09 SUBSTITUTIONS 5,UNDERGROUND AND SITE JUNCTION BOXES,HANDHOLES,AND MANHOLES TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS. REQUIRED TO MAINTAIN CONTINUITY AND MAINTAIN AREA AS EXISTING. A.ONE OR MORE MAKES OF MATERIALS OR METHODS MAY HAVE BEEN SPECIFIED TO ESTABLISH THE STANDARD OF A)$HALL BE MADE UP OF PRECAST CONCRETE WITH TRAFFIC RATED STEEL COVERS.EXTENSIONS SHALL BE B.CONSULT ALL OTHER DRAWINGS,VERIFY SCALES AND REPORT ANY DIMENSIONAL DISCREPANCIES OR OTHER QUALITY,WORKMANSHIP,FINISH,AND DESIGN REQUIRED,BUT OTHER MATERIALS OR METHODS EQUAL OR BETTER IN PROVIDED AS NECESSARY TO MEET REQUIRED COVERAGE FOR DUCT BANKS. CONFLICTS WITH OWNER BEFORE SUBMITTING BID. 3.10 ELECTRICAL ACCEPTANCE TESTING QUALITY,WORKMANSHIP,FINISH,DESIGN,AND GUARANTEED PERFORMANCE,MAY BE SUBMITTED FOR REVIEW AND B)PROVIDE 10'X 1T(MIN)FOR PULLBOXES,36"X60-(MIN)FOR HANDHOLES,AND 6'X8'X6'(MIN)MANHOLES. OALLHOMERUNS TO PANELBOARDS ARE INDICATED AS STARTING FROM THE OUTLET NEAREST THE PANEL AND A.PERFORM PHYSICAL AND VISUAL INSPECTION OF ELECTRICAL INSTALLATION.ENSURE THAT ALL WIRES HAVE BEEN Client: APPROVAL AS SUBSTITUTION.ALL SUBSTITUTIONS ARE SUBJECT TO REVIEW AND APPROVAL BY ARCHITECT, CONTINUING IN THE GENERAL DIRECTION OF THAT PANEL.CONTINUE SUCH CIRCUITS TO THE PANEL AS THOUGH THE TERMINATED,CONNECTIONSTIGHTENED,AND OPENINGS ARE PROTECTED. ENGINEER,AND OWNER. D.WI RING DEVICES AND PLATES ROUTES WERE COMPLETELY INDICATED.TERMINATE HOMERUNS OF SIGNAL,ALARM,AND COMMUNICATION SYSTEMS B.PERFORM PHASE ROTATION,CONTINUITY TEST,AND PHASE BALANCE B.SUBSTITUTIONS SHALL BE REQUESTED INA WRITTEN FORM AND SHALL BE ACCOMPANIED WITH A SIGNED 1,WIRING DEVICES AND PLATES SHALL BE LISTED FOR SPECIFIC USE, INASIMILARMANNER. 1.VOLT AGE READINGS SHALL BETAKEN AT VARIOUS TEST POINTS,OR AT THE DISCRETION OF THE AHJ. STATEMENT THAT PROPOSED SUBSTITUTION IS EQUAL,OR BETTER THAN SPECIFIED.ADDITIONAL DOCUMENTATION 2.ALL POWER RECEPTACLES AND SWITCHES FOR GENERAL PURPOSE CIRCUITS SHALL BE NEMA SPECIFICATION D.AVOID CUTTING AND BORING HOLES THROUGH STRUCTURE OR STRUCTURAL MEMBERS WHEREVER POSSIBLE. 2.VOLTAGE,PHASE,AND AMP READINGS SHALL BE TAKEN ON ALL THREE PHASES UNDER LOAD CONDITIONS. TO SUBSTANTIATED PROPOSED CONTRACTOR SHALL SUBMIT AS DLIRECTED ION MAY BE REQUIRED BY OWNER,ARCHITECT,AND ENGINEER. A,)GENERAL PURPOSE RECEPTACLES:NEMA 5-15R OR 5-20R BORE,RATED AS FOLLOWS OB WGTHIESTRUCTOR OURELIS OF NECESSARY AND PERMITTED.OWNERAND CONFORM TO LL STRUCTURAL REQUIREMENTS WHEN CUTTING OR 3.OFREACHOTHER.TAADUST AS NECESSARY.ORS ARE ROTATING IN HE CORRECT DIRECTION,VERIFY THAT EACH PHASE LOAD IS WITHIN 20% WOOD INVESTMENTS C.CONTRACTOR SHALL ACCOMPANY REQUEST FOR SUBSTITUTION LET TER WITH A COMPLETED CSI SUBSTITUTION B.)LAB BENCH RECEPTACLES'.NEMA5-20R E.FURNISH AND INSTALL ALL NECESSARY HARDWARE,HANGERS,BLOCKING,BRACKETS,BRACING,RUNNERS,ETC. C.INSULATION TEST FORM INCLUDE THE COMPARISON FOR FOLLOWING: C)DEDICATED RECEPTACLES:NEMA 5-20R REQUIRED FOR EQUIPMENT SPECIFIED UNDER THIS SECTION.INSTALLATION SHALL MEET SEISMIC 4 REQUIREMENTS. 1.PERFORM MEGGER AND RECORD INSULATION RESISTANCE,I ODD VOLT MEGGER FOR ONE MINUTE.MAKETESTB COMPANIES, INC. 1.ELECTRICAL RATING,FINISHES,PERFORMANCE DATA, 3.SWITCHES:TWENTY(20)AMPERE. F.ALL LIGHTING FIXTURES SHALL BE PROVIDED WITH REQUIRED SEISMIC SUPPORT WIRES. WITH CIRCUITS ISOLATED FROM SOURCE AND LOAD. 2.SPARE PARTS A)IN MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS,ILLUMINATED LIGHT SWITCHES SHALL BE PROVIDED. G.PROVIDE NECESSARY BACKING REQUIRED TO INSURE RIGID MOUNTING OF OUTLET BOXES. A.)600V CONDUCTORS SIZE#410 AND LARGER 14 CORPORATE PLAZA,SUITE 120, 3.COSTS AND SCHEDULE 4.ALL GENERAL PURPOSE 20A,120250 V RECEPTACLES AND 120277 V SWITCHES SHALL CONFORM TO NEMA WD-1 H.ELECTRICAL INSTALLATION IN PUBLIC LOCATIONS SHALL BE ACCESSIBLE AND INSTALLATION SHALL COMPLY WITH B.)MCC,SWITCHGEAR,SWITCHBOARD,AND PANELBOARD BUSS BARS D.AWRITTEN SIGNED STATEMENT FROM THE GENERAL CONTRACTOR SHALL ACCOMPANY SUBSTITUTION REQUEST SPECIFICATIONS. AMERICAN DISABILITIES ACT(ADA)REQUIREMENTS.ELECTRICAL INSTALLATION SHALL COMPLY WITH APPLICABLE C)MOTOR AND TRANSFORMER WINDINGS NEWPORT BEACH,CA 92660 FORM ASSURING THAT: 5.RECEPTACLES SHALL BE GFCI PROTECTED AND/OR AFCI PROTECTED ANDIOR TAMPER RESISTANT ANDIOR CODES AS LISTED IN CONSTRUCTION DOCUMENTS. D.TESTING SHALL BE PER NEMA ACCEPTANCE STANDARDS. 1.HE HAS VERIFIED DIMENSIONS WITH PROJECT CONDITIONS AND HAS COORDINATED WITH OTHER TRADES. WEATHER RESISTANT AS REQUIRED PER NEC.EVEN IF NOT SPECIFICALLY CALLED FOR IN THIS DRAWING.PROVIDE E.PROVIDE OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY,INCLUDING SHORT-CIRCUIT CALCULATIONS. SUBSTITUTION DOES NOT AFFECT DIMENSIONS SHOWN ON DRAWINGS. WP COVER AS REQUIRED PER NEC. 3.02 WIRING METHODS F.PROVIDE ARC-FLASH HAZARD WARNING LABEL AND CALCULATIONS AS REQUIRED BYAHJ AND PER NEC 110.16. 2,HE SHALL PAY AND BURDEN THE COSTS FOR CHANGES TO THE PROJECT INCLUDING RE-DESIGN,RE-ENGINEERING A.INSTALL ALL WIRING IN RACEWAY,OR USE MC CABLE WHERE APPROVED BY ALL APPLICABLE CODES AND G.SUBMIT TEST RESULTS TO ENGINEER.EQUIPMENT THAT HAVE FAILED TESTS SHALL BE REPLACED WITHIN 2 WEEKS AND REVIEW OF SUBSTITUTION.ONLY ONE(1)ENGINEERING REVIEW TIME IS ALLOWED FOR EACH PRODUCT 6.UNLESS OTHERWISE INDICATED,WIRING DEVICES AND COVER PLATES SHALL BE FURNISHED AND INSTALLED IN REGULATIONS AND ONLY IF IT MEETS OWNERSBUILDING STANDARDS AND GUIDELINES.SEE FLOOR PLAN NOTES. AND PRIOR TO PROJECT COMPLETION. SUBSTITUTION.CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REVIEW TIME AND SHALL PAY ARCHITECT COLOR AS DIRECTED BY THE ARCHITECT OR OWNER. CONDUIT SHALL BE RIGID STEEL,IMC OR EMT AS FOLLOWS: Revisions: AND ENGINEER'S TIME AT THEIR PROFESSIONAL RATE SCHEDULE. A)OUTLETS SERVED FROM AN EMERGENCY POWER SYSTEM SHALL BE RED. 1.ABOVE GROUND.USE RIGID STEEL,IMC OR EMT. END OF SECTION 3.HE HAS CONFIRMED THAT THE PROPOSED SUBSTITUTION WILL HAVE NO ADVERSE AFFECT ON OTHER TRADES, B)OUTLETS SERVED FROM THE NORMAL POWER SYSTEM SHALL BE CONFIRMED WITH ARCHITECT. 2.WETLOCATIONS:RIGID STEEL OR IMC ONLY. THE CONSTRUCTION COST&SCHEDULE,OR SPECIFIED WARRANTY REQUIREMENTS. C.)OUTLETS SERVED FROM AN ISOLATED GROUND SHALL BE ORANGE WITH ISOLATED GROUND(TRIANGULAR) 3,LOCATIONS SUBJECT TO MECHANICAL INJURY:RIGID STEEL OR IMC ONLY. 4.HE HAS CONFIRMED THAT MAINTENANCE AND SERVICE PARTS WILL BE LOCALLY AVAILABLE FOR THE PROPOSED MARKING. 4.DRY LOCATIONS AND NOT SUBJECT TO MECHANICAL INJURY:EMT,IMC OR RIGID STEEL CONDUIT. SUBSTITUTION. 5.UNDERGROUND:USE RIGID STEEL AT LAST TRANSITION TO ABOVE GROUND. E.COST SAVINGS RESULTING FROM SUBSTITUTION SHALL BE RETURNED TO THE CONTRACT OR THE OWNER IF THE E.CONDUIT HANGERS C.USE FLEXIBLE CONDUITS OR MC CABLE IN THE FOLLOWING APPLICATIONS: SUBSTITUTION IS PERMITTED. 1.FOR INDIVIDUAL CONDUIT RUNS NOT DIRECTLY FASTENED TO THE STRUCTURE,USE ROD HANGERS 1.FINAL CONNECTIONS TO MOTOR. F.NO WORK INVOLVING MATERIALSSUBMITTED FOR SUBSTITUTION SHALL PROCEED UNTIL WRITTEN ACCEPTANCE IS MANUFACTURED BY CADDY,UNISTRUT OR POWERSTRUT.FOR MULTIPLE CONDUIT RUNS,USE UNISTRUT OR 2.FINAL CONNECTIONS INTO AND OUT OF THE TRANSFORMER. RECEIVED FROM THE OWNER.THE OWNER IS THE FINAL JUDGE OF ACCEPTABILITY OF PREFERRED SUBSTITUTIONS. POWERSTRUT TRAPEZE TYPE CONDUIT SUPPORT DESIGNED FOR MAXIMUM DEFLECTION NOT GREATER THAN 118". 3.FINAL CONNECTIONS TO VIBRATING EQUIPMENT. 4.INTER-CONNECTIONS BETWEEN ALL LIGHT FIXTURES(NOT TO INCLUDE HOMERUN FROM FIXTURE OR DEVICE TO 1.10 COORDINATION 2.03 PANELBOARDS PANELBOARD,WHICH MUST BE RIGID). A.000RDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH-IN AND A.UNLESS OTHERWISE NOTED ACCEPTABLE MANUFACTURERS ARE EATON CUTLER HAMMER,SQUARE D,SIEMENS, 5.FINAL CONNECTIONS WHERE RIGID CONDUIT IS NOT PRACTICAL. CONNECTION FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRE ELECTRICAL CONNECTIONS. GENERAL ELECTRIC,OR APPROVED EQUAL.ELECTRICAL EQUIPMENT ARE BASED ON THE FOLLOWING: 6.IN WALLS(FOR LIGHT SWITCHES AND 120V POWER RECEPTACLES AND HVAC CONTROL EQUIPMENT). ELECTRICAL CONTRACTOR TO REVIEWTHE SUBMITTALS OF EQUIPMENT PROVIDED BY OTHER TRADES AND CONFIRM 1.LIGHTING AND APPLIANCE PANELBOARDS-SQUARE D NF AND NOOD OR EQUAL D.FLEXIBLE METALLIC CONDUIT OR MC CABLE MUST BE THE SAME SIZE AS THE RIGID CONDUIT TO WHICH IT IS ITS WI RING REQUIREMENT WITH WHAT IS SHOWN IN THE ELECTRICAL DRAWINGS.INFORM CONTRACTORS OF OTHER 2.POWER PANELBOARDS-SQUARE D,I LINE OR EQUAL CONNECTED. TRADES OF THE REQUIRED ACCESS TO AND CLEARANCES AROUND ELECTRICAL EQUIPMENT TO MAINTAIN A)CONSTRUCTION:CABINETS SHALL BE OF CODE GAUGE,GALVANIZED STEEL,SURFACE OR FLUSH MOUNTED AS E.THE CONNECTION TO OUTDOOR EQUIPMENT MUST BE WEATHERPROOF,I.E.LIQUIDTIGHT OR SEALTIGHT. SERVICEABILITY AND CODE COMPLIANCE. INDICATED.DOORS SHALL BE OF COLD-ROLLED STEEL WITH CONCEALED HINGES AND FLUSH CATCH AND LOCK. F.MINIMUM SIZE OF CONDUIT SHALL BE 112'FOR INDIVIDUAL LIGHTING FIXTURE CONNECTIONS OR TO INDIVIDUAL LIGHT B.VERIFY EQUIPMENT DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION.CHECK ALL PANELS SHALL BE KEYED ALIKE.PANELS LOCATED ADJACENT TO EACH OTHER SHALL HAVE IDENTICALLY SWITCHES IF APPROVED BY ALL APPLICABLE CODES.MINIMUM SIZE FOR ALL OTHER LOCATIONS SHALL BE 3/4".IF ACTUAL JOB CONDITIONS BEFORE FABRICATING WORK.REPORT NECESSARY CHANGES IN TIME TO PREVENT SIZED ENCLOSURE AND TRIMS.MINIMUM PANEL WIDTH SHALL BE 20'.FINISH EXPOSED PART WITH ONE COAT OF HVAC CONTROL WIRING IS REQUIRED TO BE RUN IN CONDUIT,IT SHALL BE A 3/4'MINIMUM,UNLESS OTHERWISE NEEDLESS WORK.CHANGES OR ADDITIONS,SUBJECT TO ADDITIONAL COMPENSATION,WHICH ARE MADE WITHOUT PRIMER AND ONE COAT OF LIGHT GREY ENAMEL SUITABLE FOR OVER PAINTING IN FIELD IF DESIRED. NOTED ON DRAWINGS.ALL INIUNDER FLOOR CONDUITS SHALL BE 3/4"MINIMUM SIZE. TE WRITN AUTHORIZATION AND AN AGREED PRICE,SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE. B)BUS BARS:PROVIDE GROUND BLOCK WITH FULL COMPLEMENT OF TERMINALS IN ADDITION TO INSULATED C USE OF RIGID NON METALLIC CONDUIT IS LIMITED TO OUTDOOR,UNDERGROUND UP TO THE LAST PULLBOX PRIOR TO NEUTRAL BUS.FUTURE BREAKER SPACES SHALL HAVE COMPLETE PROVISION INCLUDING BUSSES AND ENTERING OR TRANSITIONING TO ABOVE GROUND.TRANSITION SHALL BE TAPED WRAPPED RIGID STEEL CONDUIT. 1.11 CUTTING AND PATCHING CONNECTING HARDWARE.BUS MATERIAL SHALL BE COPPER OR ALUMINUM FOR INDOOR TYPE AND COPPER A.ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISION IS INCLUDED HEREIN.COORDINATION WITH FOR OUTDOOR TYPE PANELBOARD. 303 INSTALLATION OF CONDUITS GENERAL CONTRACTOR AND OTHER TRADES IS IMPERATIVE.CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR C.)CIRCUIT BREAKERS:SHALL BEQUICK-MAKE,QUICK-BEAK,MOLDED CASE TYPE: A.GENERAL AND THE ADDED EXPENSE OF ADJUSTING FOR IMPROPER HOLES,SUPPORTS,ETC. I.SHALL BE SQUARED TYPE MOB"LINE,BOLT-ON TYPE,WITH MINIMUM SYMMETRICAL INTERRUPTING 1.RUN ALL CONDUITS CONCEALED UNLESS OTHERWISE NOTED OR SHOWN.RUN ALL CONDUIT PARALLEL TO OR AT B.CONTRACTOR IS RESPONSIBLE FOR CONCRETEIASPHALT SAW-CUTTING,REMOVAL AND DISPOSAL.PROVIDE CAPACITY AS SHOWN. RIGHT ANGLES TO CENTER LINES OF COLUMNS AND BEAMS.CONDUITS ABOVE CEILINGS SHALL NOT OBSTRUCT PATCHING TO MATCH REQUIRED FINISH GRADE. ii.PROVIDE MULTI-POLE UNITS WITH COMMON TRIP ELEMENT. REMOVAL OF CEILING TILES,LIGHTING FIXTURES,AIR DIFFUSERS,ETO.CONDUITS SHALL NOT CROSS ANY DUCT C.PROVIDE ROOF PENETRATION AND ROOF PATCHING.ALL PENETRATIONS IN EXTERIOR WALL AND BASEMENT B.IDENTIFICATION:PROVIDE SCREWED-ON(NO ADHESIVES)BAKELITE OR PHOTO-ETCHED METALLIC NAMEPLATE SHAFT OR AREA DESIGNATED AS FUTURE DUCT SHAFT HORIZONTALLY.CONDUIT RISERS WHEN ALLOWED IN DUCT FLOORMALL SHALL BE PROVIDED WITH AN APPROVED WATERPROOFING SYSTEM/ASSEMBLY. IDENTIFICATION ON OUTSIDE OF EACH PANEL SHOWING PANEL DESIGNATION,VOLTAGE,PHASE,PANEL SOURCE AND SHAFT MUST BE COORDINATED WITH MECHANICAL WORK TO AVOID ANY CONFLICT.CONDUITS SHALL MAINTAIN D FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS AND RATED FLOOR(CEILING ASSEMBLIES MAIN FEEDER BREAKER SIZE(EXAMPLE:'PANEL LAI,200A,208YH2OV,3PH,4W,FED FROM 200A CB IN PANEL LA")IN FEET CLEARANCE IN FRONT OF HVAC SUPPLY AND RETURN OPENINGS.GENERAL USE OF CONDUIT: MINIMUM 118"HIGH LETTERS.EACH PANEL SHALL CONTAIN A METAL-FRAMED CIRCUIT DIRECTORY INSIDE COVER, a.)RIGID-INSTALL IN TRAFFIC AREA,EXPOSED,FROM FINISHED FLOOR TO B FEET 1.12 ACCEPTANCE AND DEMONSTRATION WITH PLASTIC PROTECTOR. b.)EMT-ABOVE EIGHT FEET OF FINISHED FLOOR,CONCEALED A.UPON COMPLETION OF THE WORK,AT A TIME TO BE DESIGNATED BY THE OWNER,THE CONTRACTOR SHALL C.COMPLETE SHOP DRAWINGS ARE REQUIRED.DIMENSIONS SHALL MATCH FLOOR PLANS AND ELEVATIONS. c.)PVC-UNDERGROUND,NOT ALLOWED IN MEDICAL INSTALLATION DEMONSTRATE FOR THE OWNER THE OPERATION OF THE ELECTRICAL INSTALLATION,INCLUDING ANY AND ALL B.CONDUIT SUPPORTS: SPECIAL ITEMS INSTALLED BY HIM OR INSTALLED UNDER HIS SUPERVISION. 2.D4 LOAD CENTERS(FOR RESIDENTIAL ONLY OR IF ALLOWED BY THE ENGINEER OF RECORD) 1.SUPPORT CONDUITS WITH UNDERWRITER'S LABORATORIES LISTED STEEL CONDUIT SUPPORTS AT INTERVALS B.PROPERLY SET LIGHTING CONTROL PANELS,AUTOMATIC TIME SWITCHES,ETC.TO PERFORM SWITCHING A.LOAD CENTERS TO BE FURNISHED AN D INSTALLED AT LOCATIONS AS SHOWN ON THE DRAWINGS,LOAD CENTERS REQUIRED BY THE NATIONAL ELECTRIC CODE.WIRES OR SHEET METAL STRIPS ARE NOT ACCEPTABLE FOR OPERATIONS IN ACCORDANCE WITH SCHEDULES PROVIDED BY THE OWNER'S REPRESENTATIVE,AND DEMONSTRATE SHALL BE OF THE TYPE APPROVED,INDICATED,AND SPECIFIED HEREIN. CONDUIT SUPPORT.USE CONDUIT HANGERS FOR ALL CONDUITS NOT DIRECTLY FASTENED TO STRUCTURE AND (USING THE MANUFACTURER'S OPERATING INSTRUCTIONS)HOW TO OVERRIDE CONTROLS ANDIOR TEST TIME B.END LOSURE SHALL BE FABRICATED OF COLD ROLLED STEEL FOR NEMA I AND GALVANNEALED STEEL OR FOR ALL MULTIPLE CONDUIT RUNS.DO NOT ATTACH ANY CONDUIT TO MECHANICAL DUCTS OR PIPES. SWITCHES PROGRAMMING. EQUIVALENT RUST-RESISTANT STEEL FOR NEMA 3R.INDOOR TYPE L ENCLOSURES SHALL HAVE A FLUSH FRONT, 2.INDIVIDUAL CONDUITS 112"AND 3/4'SIZE FOR LIGHTING MAY BE SUPPORTED FROM CEILING SUPPORT WIRES WITH WITH FINISH TO BE AS SELECTED BY ARCHITECT.WHEN USED,OUTDOOR TYPE OR ENCLOSURES SHALL HAVE A HASP CADDY CLIPS ONLY IF ACCEPTABLE TO LOCAL CODE.ONLY ONE CONDUIT IS PERMITTED TO BE ATTACHED TO ANY 1.13 RECORD DRAWINGS AND EQUIPMENT DATA TO SECURE THE COVER.A DIRECTORY LABEL SHALL BE PROVIDED WITH CIRCUITS IDENTIFIED AS INDICATED ON THE CEILING SUPPORT WIRE.HANG SUCH CONDUIT 50AS NOT TO AFFECT LEVEL OF CEILING . N0. Description Date A.MAINTAIN ONE SET OF CLEAN WORKING DRAWINGS AT THE JOB SITE AND ENTER DAILY SUCH'AS-BUILT' SCHEDULE 3.AVOID ATTACHING CONDUIT TO FAN PLENUMS.WHEN IT IS NECESSARY TO SUPPORT CONDUIT FROM FAN PLENUM, p INFORMATION AS FEEDER AND SERVICE ROUTES,PULL BOX LOCATIONS AND CHANGES IN LAYOUT OR C.BUS BAR CONNECTIONS TO THE BRANCH CIRCUIT BREAKERS SHALL BE THE DISTRIBUTED PHASE TYPE ANDSHALL PROVIDE A LENGTH OF FLEXIBLE CONDUIT BETWEEN PORTION ATTACHED FAN PLENUM AND PORTION ATTACHED Project No.: 23.043.10/30 ARRANGEMENT WHICH OCCUR DURING CONSTRUCTION.DELIVER COMPLETED"RED LINEAS-BUILTS'DRAWINGS TO ACCEPT PLUG-ON CIRCUIT BREAKERS.300-400 A LOAD CENTERS SHALL ACCEPT A 150 A MAXIMUM BOLT-ON BREAKER TO THE BUILDING TO MINIMIZE TRANSMISSION OF VIBRATION TO THE BUILDING STRUCTURE. THE OWNER. INADDITION TO PLUG-ON TYPES.C.SHORT CIRCUIT CURRENT RATINGS AMPERE EMS SYMMETRICAL SHORT CIRCUIT C.CONDUIT PENETRATION: Drawn By: KP B.SUBMIT TO THE OWNER'S REPRESENTATIVE A SET OF"AS BUILT'DRAWINGS IN VELLUM AND CAD FILE.ASBUILT RATINGS SHALL BE COORDINATED WITH PG&E. 1.PENETRATING FIRE RATED FLOOR OR WALL:INSTALL CONDUIT IN CONDUIT SLEEVE OR FRAMED OPENING.SEAL RBviewetlB GHP COMMENTS SHALL BE WRITTEN INA LEGIBLE MANNER IN THE SAME STYLE AS THE CONTRACT DOCUMENTS.ALSO D.CIRCUIT BREAKERS SHALL BE SQUARE D TYPE QO(PLUG-ON)THERMAL MAGNETIC TRIP OR APPROVED EQUAL,WITH PENETRATION WITH FIRE RETARDANT SEALANT TO MATCH CONSTRUCTION FIRE RATING. y SUBMIT THREE COPIES OF DATA SHEETS OR OTHER CURRENT MANUFACTURERS'PUBLICATIONS FOR EACH ITEM OF AN INTEGRAL CROSSBAR TO ENSUE SIMULTANEOUS OPENING OF ALL POLES IN MULTI-POLE CIRCUIT BREAKERS. 2.PENETRATING ROOF OR EXTERIOR WALL:AVOID PENETRATING ROOF OR EXTERIOR WALL WHERE POSSIBLE. Scale: ASSHOWN Date: Filename: - Sheet Title: ELECTRICAL CITY APPROVED PLANS SPECIFICATIONS Reviewed for Code Compliance Permit 24-0560 PLANS MUST BE KEPT ON JOB SITE FOR ALL INSPECTIONS Q.1.a:oeloerzou Sheet#: P.9e 31- 0 E0.1 © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL® 04.12.24 1ST Pr HE K Ut3BQI1Lof 47022724 COMcheck Software Version COMcheckWeb COMcheck Software Version COMcheckWeb COMcheck Software Version COMcheckWeb • -/ Exterior Lighting Compliance rEE''tE—JJ//��LL� j�� V Inspection Checklist statement r -/ , Exterior Lighting Compliance Certificate �;/ti Interior Lighting Compliance Certificate Compliance Statement:The proposed exterior lighting design represented in this document is consistent with the building plans, 1111 y"' 111' Energy Code:2018 IECC pecifications,and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2018 IECC requirements In COMcheck Version COMcbeckWeb and to comply with any applicable Requirements:100.0%were addressed directly in the COMcheck software mandatory requirements listed in the Inspection Checklist. Text in the"Comments/Assumptions"column is provided by the user in the COMcheck Requirements screen.For each CARMEN LEE.PE fir'+� 04/29/2024 Project Information Project Information requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception Name-Title Signature Date r is being claimed.Where compliance Is itemized in a separate table,a reference to that table is provided, energy code: 2018 IECC energy code: 2018 IECC Project Title: 221790 CL3,851 POLE ST.EAST,TWIN FALLS,IDAHO Project Tite: 221790 CL3,851 POLE ST.EAST,TWIN FALLS,IDAHO Secdan p Project Type: New Construction Projec[Type: New Construction &R ATT E. IIAA4IEED,ARCHITECT • Plan Review Com Iles, Comments/Assum Ions Exterior Lighting Zone 3(Other(LZ3)) .ID C103.2 Plans,specifications.and/or 13Complies 'Requirement will be met. Construction Site: Owner/Agent Designer/Contractor: %218.M15M (1)Y18.�0.1587 [PR4]2 calculations provide all Information DDoes Not Construction Site: Owner/Agent:t: Designer/Contractor: th which compliance can be Location on plaru/spac:EO.3 ge^ 0 E Pbeallt VBAey K 30 M Clerelnd,OH 44131 determined for the interior lighting E]No[Observable and electrical systems and equipment DNI Applicable Additional Efficiency Package(s) and document where exceptions to Allowed Exterior Lighting Power Credits:1.0 Requl,ed 0.0 Proposed the standard are claimed.Information A B C D E Seal: provided should Include Interior Area/Surface Category Quantity Allowed Tradable Allowed Watts Allowed Interior Lighting Power lighting power calculations.wattage of bulbs and ballasts,transformers and Watts/ Wattage (B X C) A B C D control devices. Area Category Floor Area Allowed Allowed C103,2 Plans,specifications,and/or DComplles Requirement will be met GENERAL HARDSCAPE(Parking area) 52099 R2 0.06 Yes 3126 (ft2) Watts/ft2 Watts 11,111 calculations provide all information E]Daes Not SHOPS CANOPY(Entry canopy) 75 R2 0.4 Yes 30 y,%CENSE0 ACIES with which compliance can be Locetien on plans/spec:E2.O/E2.1/E5.0 JOANN CANOPY(Entry canopy) 840 ft2 0A Yes 336 I-CORRIDOR(Common Space Types:Corrldorfnansitlon<8 ft wide) 628 0.66 414 determined for the exterior lighting E]Not Observable SIERRA TRADING POST CANOPY(Entry canopy) 275 ft2 0.4 Yes 130 Total Allowed Watts= 414 and electrical systems and equipment DNot Applicable Total Tradable Wants(a) 3602 ENGINEERING and document where exceptions to Total Allowed Watts= 3602 Proposed Interior Lighting Power 18793 the standard are claimed.Information Total Allowed Supplemental Watts(b)= 500 A B C D E �L�, 400 N.McCarthy Blvd,ste 250 provided should include exterior Fixture ID:Description/Lamp/Wattage Per Lamp Ballast Lamps/ #of Fixture IC X D) Milpitas,CA 95035 lighting power calculations,wattage of (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. Fixture is Watt. ph'.(tn, A 95035 bulbs and ballasts,transformers and (b)A supplemental allowance equal to 500 watts may be applied toward compliance of both non-tradable and tradable fx:(408)522-5260 control devices. areas/surfaces. C406 Plans,specifications,and/or ClCum lies Requirement will be met. 1-CORRIDOR(Common Snace Tyges Corridorllransi[lon<8 ft yi del info@acies.net p q LED:C:LED STRIP LIGHT:Omer: 6 6 30 102 Copyright©2024 [PR9P calculations provide all information DDoes Not Proposed Exterior Lighting Power with which compliance can be DNot Observable Location on plans/spac:EO.3 A B C D E LED:XE:EM LIGHT:Other: 1 1 30 30 determined for the additional energy ONgt A Iicable Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Total Proposed Watts= 192 efficiency package options. PP Fixture Fixture Watt. Additional Comments/Assumptions: Interior Lighting PASSES:Design 54%better than code AProject for: C N RA HARDS ep (parking ,a, 11099 ft)TradableWattaa Interior Lighting Compliance LED:WP:LED WALLPACK:Other 1 22 39 854 Statement SHOPS CANOPY IEntry canopy 75 flI Tradable Wattage Compliance Statement:The proposed interior lighting design represented In this document is consistent with the building plans. LED:S:LED SCONCE.Other 1 2 9 18 specifications.and other calculations submitted with this permit application.The proposed interior lighting systems have been LED:B:LED DOWNLIGHT:Other: 1 2 22 45 designed to meet the 2018 IECC requirements In COMcheck Version COMcheckWeb and to comply with any applicable LED:XE:EM LIGHT:Other: 1 2 30 20 mandatory requirements listed in the Inspection Checklist, IOANN CANOPY IEntry tangy,BID ft2):Tradable Wattaae CARMEN LEE,PE C1a'•rL�• 04/29/2024 • ) LED:B:LED DOWNLIGHT:Omer: 1 10 22 225 Name-Title Signature Date LED:XE:EM LIGHT:Other: 1 3 30 30 Q SIERRA TRADING POST CANOPY(Entry canoov.275 ft21:Tradable Wattaae LED:S:LED SCONCE:Omer: 1 2 9 18 LED:K3:LED CANOPY LIGHT:Other: 1 3 21 63 LED:XE:EM LIGHT:Other: 1 5 30 50 LU Tool Tradable Proposed Watts= 1323 M 1 1 1 Q OO L1.1 1 I High Impact(Tier 1) 1 2 1 Medium Impact(11er 2) 13 1 Low Impact(Tier 3) O Do LLI Project Title: 223790 CL3.651 POLE ST.EAST,TWIN FALLS,IDAHO Report date:042724 ProJec[Title: 221790 Cl 851 POLE 5T.EAST,TWIN FALLS,IDAHO Report date:042724 Project Title: 221790 CL3,851 POLE 5T.EAST.TWIN FALLS,IDAHO Report date:042724 Project Title: 221790 Cl 651 POLE S7.EAST.TWIN FALLS.IDAHO Report date:04/2724 LLI Data filename: Page 4 of 7 Data filename: Page 3 of 7 Data filename: Page 2 of 7 Data Filename: Page 1 of 7 UJ J W J J o "J � z Settlan =action 5actian W # Final lnspactton CompllacT Comments/Assumptions # Rough-.Electrical Inspection Complies? Comments/Assumptlons # Rough-In Electrical Inspection Compiles? Comments/Assumptions z &R ,ID &Re.ID &Re.ID C303.3, Furnished O&M instructions for DComplies Requirement will be met. C405.2.3, Daylight zones provided with ocomplle5 Exception:Requirement does not apply. C405.2.2. Spaces required to have light- DComplles Exception:Lighting that is related to means of egress In C408.2.5..systems and equipment to the CIDoes Not C405.2.3, individual controls that control the []Does Not 2 reduction controls have a manual []Does Not stairways,ramps,corridors,or emergency routes. 2 building owner or designated 1, lights Independent of general area [EL22]1 control that all the gccupant toaaaa [FI77]a representative. ONo[Observable C405.2.3. lighting.See code section C05.2.3 []Not Observable reduce Ile connected lighting load in []Not Observable Location on plans/spec:E2.0/E2.1 []Not Applicable 2 Daylight-responsive Controls for []No[Applicable a reasonably uniform illumination []Not Applicable [EL2312 applicable spaces,C405.2.3.1 Daylight pattern>=50 percent. O C405.4.1 Interior Installed lamp and fixture []Complies see me lnterlor 119ntlnq fixture schedule I values. responsive control function and C405.2.1. Occupancy sensors installed in []Complies Exception:Areas such as security or emergency areas that [FI381' lighting power Is consistent with what []Does Not section C405.2.3.2 Sidellt zone. C405.2.1. classmoms/lecture/training rooms, []goes Not need continuous lighting. is shown on the approved lighting []Not Observable C405.2.4 Separate lighting control devices for OComplles Requirement will be met. 1 conference/meeting/multipurpose plans.demonstrating proposed watts ONot Applicable [EL2611 5 fic uses installed per approved '[] ELIO)' rooms.co / t moms, []Not Observable Location on plans/spec:E2.0/E2.1 are less than or equal to allowed lighting D PM Does Not [ re kro []Not Applicable watts. Ilghting plans. Location an plans spec:E2.0/E2.1/E5.0 op nges/brea ce are,enclosed offices. ONot Observable C405.5.1 :Exterior lighting power is consistent []Complies seethe Extwlar Lighting 6xNre schedule for values. 'E]Nat Applicable storageen s ooms,elocker rgom5�m5 UJ /'�' [FI1911 :with what is shown on the approved Oboes Not C405.2.4 Additional Interior lighting power Ocomplles Requirement will be met . warehouse storage areas,and other ` V lighting plans,demonstrating (EL2711 allowed for special functions per the 'ODoes Not spaces<=300 sgft that are enclosed ONot Observable approve lighting p p pet: proposed watts are less than or equal []Not Applicable d Ii htin plans and Is No[Observable Location on lans/s E2.0/E2.1/E5.0 by floonto-ceiling height partitions. m allowed watts. PD automatically controlled and O Reference section language C408.1.1 Building operations and maintenance OComplles Requirement will be met. separated from general lighting. 'CINot Applicable C405.2.1.2 for control function In (FIS711 documents will be provided to the []Does Not C405.2.5 Manual controls required by the ,OComplies Exception:Requirement does not apply. '.warehouses and section C405.2.1.3 e Documents will cover (Et281"''" energy code are in a location with 'Oboes Not 'for open plan office spaces. o []Not Observable a y access pan p p C405.2.1. Occupancysensors control function in[]Com es Requirement will be met. manufacturers'information, red to accu is and Location on plans/Spec:ae:E2.OIE2.1/E5.0 p qu specifications,program min []Not Applicable ONo[Observable procedures 9 vacated where the controlled lights are 2 warehouses:In warehouses,the Does Not Client: procedures and means eq Illustrating visible,or identity the area served and ONo[Applicable (EL19P nghting in with occupant and open areas Is[]Not Observable'Location on plans/Spat:E2.0/E2.1 systems owner how tended equipment and their status. controlled with occupant sensors that systems are Intended t be Installed, automatically reduce lighting power E]N^t Applicable aintained,and operated. C405.2:6 .Automatic lighting controls for exterior.[]Coes Not Requirement will be met by 50%or more when the areas are C408.2.5. Fumished as-bullt drawings for []Com Iles Requirement will be met. [EL301""" lighting installed.Controls will be E]Dce$Not unoccupied.The occupant sensors 9 P equ daylight controlled,set based on Location on plenLspec:E2.OIE2.UE5.0 1 electric power systems within 90 days[]Does Not business operation time-of-day,or []Not Observable control fighting an each aisleway WOOD INVESTMENTS ndepenbenan and d i not control [Fllb]a of system acceptance. []Not Observable reduce connected Ilghting>30%. []No[Applicable lighting beyond the aisleway being INC.ONoc Applicable C405.3 Exit signs do not exceed 5 watts per DComplles Requirement will be met controlled by the sensor. COMPANIES, C (EW]' face. []Does Not C408.3 I3311 ensure systems have been tested nt DComplles .Requirement will be met Location on plans/spec:E2.OIE2.1/E5.0 C405.2.1. Occupant Sensor control Occupant In 'DComplles Exception:Requirement does not apply. [Fl3311 ensure wing,and operation. adjustment,[]Does Not []Not Observable 3 open plan office areas:Occupant []poes Not 14 CORPORATE PLAZA,SUITE 120, programming,and operation. Location on plans/spea E2.0/E2.1 E]Ngt Applicable IEL2011 sensor controls an open office spaces []Not observable PP r_300ed ahave general sg ElNot Observable NEWPORT BEACH,CA 92660 []Nat Applicable C405.6 Low-voltage dry-typeformers meetdistflbutim []Bees of Exception:Requirement does not apply. configured so that general fighting can[]Nat Applicable (EL261' electric transformers meet me []Does Not be controlled separately In control Additional Comments/Assumptions: minimum efficiency requirements of Location on plans/spec:E0.3 ones with floor areas<>.600 s ft. Table C405.6. []Not Observable l ONot Applicable within the space.2)automatically Ties C405.7 Electric motors meet the minimum '.[]Complies Exception:Requirement does not apply. rvff general Ilghting in all all occupants zones (EL271' efficient Ptio e4u pP y' thin 20 minutes after all occupants Revisions: y requirements of Tables []Dces Not have left the space,in are configured C4icienc)through C405.7through so that 1 lighting each Efficiency verified through certification[]Not Observable ontrol zone is reduced by>=180%of under an approved certification ONot Applicable genera lighting power PP' the full zone I Ii htin program shall equipment efficiency within 20 minutes of all occupants ratings shall be provided by motor leaving that control zone,andg are manufacturer(where certification configured such that any tl programs do not exist). responsive control will activate e space C405.8.2. Escalators and moving walks comply []Complies Exception:Requirement does not apply. general Ilghting or col zone C405.8.2. with ASME A17.1/CSA 644 and have []Dces Not geneal lighung only when occupancy 1 automatic controls configured to []Not Observable for the same area is detected. [EL2812 reduce speed ed the minimum C405.2,2, Each area not served by occupancy ElComplies Requirement will be met. permitted speed in accordance with ONot Applicable C405.2.2. sensors(per C405.2.1)have limo- []Does Not ASME A17.1/CSA B44 or applicable 1, switch controls and functions detailed Location on plans/spec:E2.0/E2.1/E5.0 local code when not conveying C405.2.2..in sections C405.2.2.1 and C405.2.2.2.ONo[Observable passengers. 2 CNot Applicable C405.9 Total voltage drop across the OComplies Requirement will be met [EL213i [EL2912 c.mbinathin of feeders and branch Oboes Not circuits<=5%. []Not Observable Location on plans/spec:E5.0 'ClNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1Low Impact(Tier 3) -1(High Impact(Tie,11 Medium Impact(Tier 21 3 Low Impact(Tier 3) 1(High Impact(Tier 1) 2 I Medium Impact(Tier 21 I.3 Low Im act(Tier 3) Project Title: 221790 Cl 851 POLE ST.EAST,TWIN FALLS,IDAHO Report date:04/27/24 Project Title: 221790 CL3,851 POLE ST.EAST.TWIN FALLS.IDAHO Report date:0412724 Project Ttle: 221711 CL3,851 POLE ST.EAST,TWIN FALLS,IDAHO Report date:04/27/24 Data filename: Page 7 of 7 Data filename: Page 6 of 7 Data Filename: page 5 of 7 No. Description Date Project No.: 23.043.10/30 Drawn By: KP Reviewed By: GHP Scale: AS SHOWN Date: Filename: - Sheet Title: ENERGY COMPLIANCE FORMS CITY APPROVED PLANS Reviewed for Code Compliance Permit 24-0560 PLANS MUST BE KEPT ON JOB SITE FOR ALL INSPECTIONS o.Iea:osroazoza Sheet#: Peae... E0.3 Oc MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 04.12.24 1ST Pr CHECK 111214Lof 47/12724 ALL EXTERIOR LIGHTS AND ADDRESS SIGNS SHALL BE ROUTED THROUGH TIME CLOCK FOR ON/OFF CONTROLS. 0 0 0 0 0 0 0 0 ATT E. MMEED,ARCHITECT 23 ;216"�.151 ©216211567 0 o s 0 E Pbmd Vdey Rde Suke 310,61'X IId,M M131 23 L1 22 L1 22 21 21 L1 22 L1 22 L1 22 Seal: O O 4 ° 15 13 �S\0�! ° LP 12 LP-1 y,10EN5E0 ACIES ° 3/4"C.,2#12, 314'C,2#12, #12G 4 12G 0 -�/ 18793 ENGINEERING • • 22 /! Lr 400 N.McCarthy Blvd,Ja 250 Milpitas,CA 95036 2 S 16 HO HP L1 fz:(408))522-525 IP 10 g 24 24 24 WP 12 -5260 3 314"C. 12, Copyinfoght@2024 1#12G O R-4 O OAST 30AS P HOUSE 26 17 .'.C.,211 2, 24 OAF 10 GFCI .T 12 PANEL'LP' rl+ L1 11 F 15AFO �� 10 GFCI L i` • b.. •" 22 8 18 7 O 11 HOUSE 3 "C 2 10 A Project for: r-DL1 22 22 b O L1 L1 22 HP-0 T N 00 PANEL'LP' 2-5 X 15AF 22 HP-0 N 00 Q J L j m C X 20 6 ' w 1, osCo a 8 L'22 O Wco HP-Ba HP-8a EM HP-0 Lu Lu 9 FINAL PLACEMENT OF EXIT SIGNS TO BE 9 Q 1_ J DETERMINED ONSITE BY COTF INSPECTOR LU LL HP-Oa C Z wi 00 OL1 1 22 i[(7ii. HP4 VJi/}1/�1 20 os I(ONROOF) O a 30AS T _ 30AF2-4 HP-8a 11 XI U J CV EM O 12 O L1 22 HP4 Client: HP-8a Q WOOD INVESTMENTS COMPANIES, INC. �______ 14 CORPORATE PLAZA,SUITE 120, NEWPORT BEACH,CA 92660 F i evia HP-8a L1 22 EM O HP-0 wna: We e SCALE ELECTRICAL PARTIAL PLAN A 1,=,,-0„ 2 KEY NOTES: O GENERAL NOTES: 1. WEATHERPROOF JUNCTION BOX FOR SIGNAGE.PROVIDE 120V,SPST,20A TOGGLE SWITCH FOR MAINTENANCE. A. SEE GENERAL NOTES ON SHEET EO.1. 14. FLOW SWITCH.FIELD VERIFY EXACT LOCATION WITH SPRINKLER CONTRACTOR. 2. MAIN TELEPHONE BACKBOARD,PROVIDE A4'X4'X314"THICK PLYWOOD BOARD WITH CODE APPROVED GROUNDING B. COORDINATE LOCATION OF MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR.REFER TO MECHANICAL A-3R MEANS.CONTRACTOR TO PROVIDE WEATHERPROOF NEM ENCLOSURE,VERIFY EXACT LOCATION BEFORE 15. CONTRACTOR SHALL PROVIDE CONNECTION TO THE FIRE ALARM CONTROL PANEL ON A DESIGN BUILD BASIS PER DRAWINGS FOR ADDITIONAL CONTROLS IN FORMATION. ROUGH-IN. ALL LOCAL CODE REQUIREMENTS. 3. EC SHALL PROVIDE A TIME CLOCK.TIME CLOCK SHALL BE 2-CHANNEL DIGITAL,ASTRONOMICAL 365 DAY/HOLIDAY 16. BUILDING FIRE ALARM CONTROL PANEL(FACP).EC SHALL PROVIDE PANEL AND ALL REQUIRED DEVICES AND C. ALL PERMANENTLY CONNECTED(HARD-WIRED)APPLIANCES SHALL BE SERVED WITH DISCONNECTING MEAN WITHIN PROGRAMMABLE.PROVIDE CONTACTORS AND RELAYS AS NEEDED FOR NUMBER OF CIRCUITS.TIME CLOCK SHALL CONNECTION FOR A COMPLETE AND OPERABLE SYSTEM PER ALL LOCAL JURISDICTION AND CODE REQUIREMENTS SIGHT OTHEUNIT,OR ASREQUIESERVING CIRCUIT BREAKER IN THE PANEL SHALL BE CAPABLE OF BEING LOCKED IN BE INTERMATIC OR EQUAL.CONTRACTOR TO PROVIDE WEATHERPROOF NEMA-3R ENCLOSURE,VERIFY EXACT ON A DESIGN BUILD BASIS.ELECTRICAL CONTRACTOR SHALL PROVIDE(1)VC WITH PULL WIRE INTO EACH TENANT OPEN POSITION AS REQUIRED PER 2016 CEC 422.31. LOCATION BEFORE ROUGH-IN. SPACE 5 FEET BEYOND DEMISING WALL.CONDUITS SHALL BE RUN HIGH AND TIGHT BELOW ROOF DECK. D. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC EQUIPMENT WITH MECHANICAL 4. STUB(2)4"C W/PULL WIRE FROM MAIN TELEPHONE BACKBOARD 5'FROM BUILDING TO BE PICKED UP AND EXTENDED LIGHTING FIXTURE SCHEDULE CONTRACTOR TO PROVIDE WEATHERPROOF NEMAJR ENCLOSURE,VERIFY EXACT LOCATION BEFORE ROUGH-IN. CONTRACTOR PRIOR TO ORDERING RELATED ELECTRICAL EQUIPMENT. TAG DESCRIPTION MANUFACTURER LAMPS VOLTS WATTS NOTES TO INCOMING TELEPHONE AND CAN SERVICE BY JOINT TRENCH CONSULTANT. 17 FIRE ALAR ASSH ARM BELL.COORDINATE EXACT LOCATION OF BELL WITH FIRE SPRINKLER CONTRACTOR AND PROVIDE 120V E. NO HANGERS,SUPPORTS,JUNCTION BOXES,ETC.SHALL BE ATTACHED TO THE ROOF DECK. LITHONIA: UNV 5. MAIN ELECTRICAL SWITCHBOARD.SEE SINGLE LINE DIAGRAM ON DRAWING E5.0 FOR ADDITIONAL INFORMATION. F. RECEPTACLE AND FACEPLATE COLORS SHALL BE FIELD VERIFIED WITH ARCHITECT TO MATCH ADJACENT WALL O LED DECORATIVE WALL SCONCE OLLWD LED P1 40L MVOLT LED 120 277V 9.1W OR APPROVED EQUAL CONTRACTOR TO PROVIDE WEATHERPROOF NEMAJR ENCLOSURE,VERIFY EXACT LOCATION BEFORE ROUGH-IN. 18. PROVIDE 1"C WITH PULL WIRE FROM FIRE ALARM CONTROL PANEL TO5'BEYOND DEMISING WALL IN EACH TENANT FINISH. N0. Description Date SPACE FOR FUTURE CONNECTION UNDER TI SCOPE OF WORK. LITHONIA: UN V 6. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF CONDUITS PROVIDED UNDER JOINT TRENCH Project No.: 23.043.10/30 OB EXISTING LED DOWNLIGHT LDN640/20 L06 MVOLT 90CRI UGZ1 E10WLCP LED ,20277V 22.5W EXISTING TO REMAIN SCOPE OF WORK AND EXTEND TO NEW ELECTRICAL SWITCHBOARD AS SHOWN.SEE SINGLE LINE DIAGRAM FOR SIZE 19. ALL CONDUITS SHALL MAINTAIN FIVE5)FEET CLEARANCE IN FRONT OF HVAC SUPPLY AND RETURN. G. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL COMMUNICATION WIRING.ALL CABLING SHALL BE BE BLUE AND QUANTITY OF CONDUITS AND COORDINATE WITH DRY UTILITY DRAWINGS. ( PLENUM RATED CAT5e.ALL CABLE AND TERMINATION SHALL BE TESTED AND LABELLED AT BOTH ENDS.THE Drawn By: KP 4FT STRIP LIGHT,LED 4000K LITHONIA: UNV WITH 90 MINUTE BATTERY BACK UP ELECTRICAL CONTRACTOR SHALL TERMINATE ALL WIRING AT OUTLET LOCATIONS ON PLANS AND CONNECT ALL C 'EMDENOTESEMERGENCY WITH 90 MINUTE BATTERY BACKUP CLXL485000LMHEF MVOLT EZ140K90CRIE10WLCP LED 12°277V 30.3W OR APPROVED EQUAL 20. LOCATION CEILING POWER EQUIRETECH CCUPANCYSENSOUGH-IR. HTnCMPDT90REQUAL.CONTRACTORTOVERIFYEXACT WIRING TO THE PATCH PANEL FOR ALL COMMUNICATIONS.THE OWNER WILL CONNECTPATCH PANEL TO SERVER. ReviewetlBy: GHP 7. STUB(1)2'C FROM TELEPHONE BACKBOARD WITH PULL STRING 5 FEET BEYOND DEMISING WALLS INTO TENANT LOCATION AND POWER REQUIREMENTS BEFORE ROUGH-IN. Scale: AS NOTED L1 LED WALL PACK EATON(SUREUTE): LED 27N 32W OR APPROVED EQUAL SPACE HIGH AND TIGHT TO BELOW ROOF DECK FOR TELEPHONE LINES FROM MAIN TELEPHONE BACKBOARD. H. ALL EXTERIOR LIGHTING SHALL BE ROUTED THROUGH THE TIMECLOCK. LDWP-GL-4B-ED 21. EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED.DISCONNECT AND REMOVE ALL ASSOCIATED CONDUITS AND Date: SPECTRUM LIGHTING: 8. CONDUIT FROM SWITCHBOARD TO TENANTS SPACE RUN HIGH AND TIGHT BELOW THE ROOF DECK.SEE SINGLE LINE WIRES. I. FINAL EMERGE=APART UIREMENTS TO BE INSTALLED PER FIRE INSPECTOR'S DIRECTION. K3 12"RECESSED SQUARE LED AREA LIGHT NCI2SQLEDOA22L4OK E2 WL LED 27N 21W OR APPROVED EQUAL DIAGRAM FOR ADDITIONAL INFORMATION. CONTRACTORNAL EMERGENCY AND EXIT LIGHTING AS REQUIRED.SEE GENERAL NOTES ON Filename: -- LITHONIA WALL MOUNTED OR STEM MOUNT ARROW AS REQUIRED 22. APPROXIMATE LOCATION OF EXISTING LIGHTS TO REMOVED.CONTRACTOR SHALL INSTALL NEW LIGHTING FIXTURE SHEET EO.0. Sheet Title: X EXIT SIGN EDG 1 G EL LED 1201277V 3W ON PLAN;90 MINUTE BATTERY BACKUP 9. EXISTING ELECTRICAL EQUIPMENT TO BE DISCONNECTED AND REMAIN. AND CONNECT TO NEW PANEL/CIRCUIT AS NOTED. SIGNTEX 10. DUCT SMOKE DETECTOR IN THE SUPPLY AIR DUCT.FURNISHED BY MECHANICAL CONTRACTOR AND INSTALLED BY 23. EXISTING ELECTRICAL EQUIPMENT TO REMAIN. J. NEW ROOFTOF SHELL BUILDING PERMIT AND CONTRACT. XE OUTDOOR EMERGENCY LIGHT LED 120127TV low WITH90MINUTEBATTERYBACKUP ELECTRICAL MUEBB-10-A-W THE ELECTRICAL CONTRACTOR.COORDINATE ALL WORK WITH MECHANICAL CONTRACTOR INCLUDING LOCATION. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE FIRE ALARM DESIGN BUILD CONTRACTOR FOR ANY/ALL 24. DENOTES BOLLARDS WITH WORKING CLEARANCE OF 42"FROM NEAREST ELECTRICAL EQUIPMENT.CONTRACTOR TO NOTES: REQUIREMENT FOR INTERCONNECTION OF DUCT SMOKE DETECTOR TO THE FIRE ALARM SYSTEM.STUB'J"CWITH VERIFY EXACT LOCATION WITH ARCHITECTURAL PLANS PRIOR TO ROUGH-IN. CITY APPROVED PLANS PARTIAL PLAN A 1.ALL FIXTURES AND LAMPS ARE FURNISHED AND INSTALLED BY CONTRACTOR,UON, PULL WIRE FOR FUTURE CONNECTION BY TENANT. 2.ALL LIGHTING FIXTURES(NEW OR EXISTING)SHALL BE PROVIDED WITH A DISCONNECT SWITCH PER N.E.C.REQUIREMENTS. 25. NOT USED. Reviewed for Code Compliance 3.ALL FLUORESCENT LIGHT FIXTURES SHALL HAVE ELECTRONIC BALLAST.TANDEM WIRING IS REQUIRED WHENEVER IT IS POSSIBLE. 11. ELECTRICAL CONTRACTOR SHALL PROVIDE NEMA-3R FUSED WEATHERPROOF DISCONNECT SWITCH AS SHOWN Permit:24-0560 AND STUB 2'C WITH PULL WIRE AT 12'BELOW ROOF DECK FOR FUTURE CONNECTION BY TENANT. 26. DENOTES NEW NEMA-1 RATED 15KVA 480Y-1201208V-3PH4W TRANSFORMER.SEE SHEET E5A/DETAIL#1 FOR ADDITIONAL INFORMATION. PLANS MUST BE KEPT ON JOB 12. ELECTRICAL CONTRACTOR SHALL PROVIDE WEATHERPROOF,GFCI 20AMPS,120V DUPLEX RECEPTACLE AS SHOWN. SITE FOR ALL INSPECTIONS STUB 314"C WITH PULL WIRE TO IT BELOW ROOF DECK FOR FUTURE CONNECTION BY TENANT. oet c:osloruzoza Sheet#: 13. 24V LOCAL EXTERIOR WATER FLOW ALARM(BY OTHERS).FIELD VERIFY EXACT LOCATION. Peee 33 orao E2.0 LIGHTING FIXTURE SCHEDULE SCALE 3 NOTES SCALE © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL® 04.12.24 1ST PrS6412161-of 47022724 ALL EXTERIOR LIGHTS AND ADDRESSSIGNS SHALL BE ROUTED THROUGH TIME CLOCK FOR ON/OFF CONTROLS. • HP-8a L, 22 EM O HP-0 err 2D osa ATT E. MMEED,ARCHITECT a 218. IM ©21111 0AS 50AF €:` T 0E Milli NgRd,Sift=On"M 44131 11 2_3 (ON ROOF) HP-8a it Seal: O CI L1 12 HP. y,10EN5E0 ACIES O �18793 ENGINEERING V"y 400 N.McCarthy Blvd,ste 250 8 18 7 Milpitas,CA 95036 ph:(408)522-5255 fx(408)5225260 info@acies.net Copyright©2024 PNt S 27 A Project for: 75KVA XFMR'TS' 22 HP-0 �'[J V F C BOAS 10® .... WG 50AF T Q 11 (ON ROOF) 2_2 L1� � p-4 O Q OM 10 - --------- �I CI LLJ C9 12 O� ---�-I/- OJ Q G w _ 9 w Q J o " L, (D J I 22 z W MD P-0 ^� v/ KAS 10 T' 30AF 2-1 'JC` 4 x >> (ON ROOF) w ` 1 L1 Cl 22 HP-2 P-2 12 P 4 HP-2 PIP O B 22 HP-2 Client: 22 WOOD INVESTMENTS HP-2 COMPANIES, INC. L� 14 CORPORATE PLAZA,SUITE 120, O P 4 NEWPORT BEACH,CA 92660 xx O 22 O 22 B O� O� O 22 O 22 O 22 K3 P 2 3 P 2 K3 P 2 O Revisions: HP-2 HP-2 P-2 HP-2 HP-2 HP-2 HP-2 HP-2 HP-2 O 314"C.,2#1, O O a 1#12G THRU CIM CLOCK SCALE ELECTRICAL PARTIAL PLAN A 1,=,,-0„ 2 KEY NOTES: O GENERAL NOTES: 1. WEATHERPROOF JUNCTION BOX FOR SIGNAGE.PROVIDE 120V,SPST,20A TOGGLE SWITCH FOR MAINTENANCE. A. SEE GENERAL NOTES ON SHEET E0.1. 14, FLOW SWITCH.FIELD VERIFY EXACT LOCATION WITH SPRINKLER CONTRACTOR. 2. MAIN TELEPHONE BACKBOARD,PROVIDE A4'X4'X3/4"THICK PLYWOOD BOARD WITH CODE APPROVED GROUNDING B. COORDINATE LOCATION OF MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR.REFER TO MECHANICAL MEANS.CONTRACTOR TO PROVIDE WEATHERPROOF NEMAJR ENCLOSURE,VERIFY EXACT LOCATION BEFORE 15. CONTRACTOR SHALL PROVIDE CONNECTION TO THE FIRE ALARM CONTROL PANEL ON A DESIGN BUILD BASIS PER DRAWINGS FOR ADDITIONAL CONTROLS INFORMATION. ROUGH-IN. ALL LOCAL CODE REQUIREMENTS. 3. EC SHALL PROVIDE ATIME CLOCK.TIME CLOCK SHALL BE 2-CHANNEL DIGITAL,ASTRONOMICAL 365 DAYIHOLIDAY 16. BUILDING FIRE ALARM CONTROL PANEL(FACP).EC SHALL PROVIDE PANEL AND ALL REQUIRED DEVICES AND C. ALL PERMANENTLY CONNECTED(HARD-WIRED)APPLIANCES SHALL BE SERVED WITH DISCONNECTING MEAN WITHIN PROGRAMMABLE.PROVIDE CONTACTORS AND RELAYS AS NEEDED FOR NUMBER OF CIRCUITS.TIME CLOCK SHALL CONNECTION FOR A COMPLETE AND OPERABLE SYSTEM PER ALL LOCAL JURISDICTION AND CODE REQUIREMENTS SIGHT OTHEUA REQUIRED EDPER 016 CECIT BREAKER IN THE PANEL SHALL BE CAPABLE OF BEING LOCKED IN BE INTERMATIC OR EQUAL.CONTRACTOR TO PROVIDE WEATHERPROOF NEMA-3R ENCLOSURE,VERIFY EXACT ON A DESIGN BUILD BASIS.ELECTRICAL CONTRACTOR SHALL PROVIDE(1)I-C WITH PULL WIRE INTO EACH TENANT OPEN POSITION AS REQUIRED PER 2016 CEC 422.31. LOCATION BEFORE ROUGH-IN, SPACE 5 FEET BEYOND DEMISING WALL.CONDUITS SHALL BE RUN HIGH AND TIGHT BELOW ROOF DECK. D. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR TO PROVIDE WEATHERPROOF NEMA-3R ENCLOSURE,VERIFY EXACT LOCATION BEFORE ROUGH-IN. CONTRACTOR PRIOR TO ORDERING RELATED ELECTRICAL EQUIPMENT. 4. STUB(1)4"C AND(1)3"C WIPULL WIRE FROM MAIN TELEPHONE BACKBOARD 5'FROM BUILDING TO BE PICKED UP AND EXTENDED TO INCOMING TELEPHONE AND CAN SERVICE BY JOINT TRENCH CONSULTANT. 17. FIRE ALARM BELL.COORDINATE EXACT LOCATION OF BELL WITH FIRE SPRINKLER CONTRACTOR AND PROVIDE 120V E. NO HANGERS,SUPPORTS,JUNCTION BOXES,ETC.SHALL BE ATTACHED TO THE ROOF DECK. AS SHOWN. S. MAIN ELECTRICAL SWITCHBOARD.SEE SINGLE LINE DIAGRAM ON DRAWING E5.0 FOR ADDITIONAL INFORMATION. F. RECEPTACLE AND FACEPLATE COLORS SHALL BE FIELD VERIFIED WITH ARCHITECT TO MATCH ADJACENT WALL CONTRACTOR TO PROVIDE WEATHERPROOF NEMA-313 ENCLOSURE,VERIFY EXACT LOCATION BEFORE ROUGH-IN. 18. PROVIDE 1"C WITH PULL WIRE FROM FIRE ALARM CONTROL PANEL TO S BEYOND DEMISING WALL IN EACH TENANT FINISH. N0. Description Date SPACE FOR FUTURE CONNECTION UNDER TI SCOPE OF WORK. 6. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF CONDUITS PROVIDED UNDER JOINT TRENCH G. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL COMMUNICATION WIRING.ALL CABLING SHALL BE BE BLUE Project No.: 23.043.10/30 SCOPE OF WORK AND EXTEND TO NEW ELECTRICAL SWITCHBOARD AS SHOWN.SEE SINGLE LINE DIAGRAM FOR SIZE 19. ALL CONDUITS SHALL MAINTAIN FIVE(5)FEET CLEARANCE IN FRONT OF HVAC SUPPLY AND RETURN. PLENUM RATED CATSe.ALL CABLE AND TERMINATION SHALL BE TESTED AND LABELLED AT BOTH ENDS.THE Drawn By: KP AND QUANTITY OF CONDUITS AND COORDINATE WITH DRY UTILITY DRAWINGS. ELECTRICAL CONTRACTOR$HALL TERMINATE ALL WIRING AT OUTLET LOCATIONS ON PLANS AND CONNECT ALL 20. DENOTES CEILING MOUNTED DUAL-TECH OCCUPANCY SENSOR.nLIGHTnCM POTS OR EQUAL.CONTRACTOR TO WIRING TO THE PATCH PANEL FOR ALL COMMUNICATIONS.THE OWNER WILL CONNECT PATCH PANEL TO SERVER. Reviewed By: GHP 7. STUB(1)2"C FROM TELEPHONE BACKBOARD WITH PULL STRING 5 FEET BEYOND DEMISING WALLS INTO TENANT VERIFY EXACT LOCATION AND POWER REQUIREMENTS BEFORE ROUGH-IN. Scale: AS NOTED SPACE HIGH AND TIGHT TO BELOW ROOF DECK FOR TELEPHONE LINES FROM MAIN TELEPHONE BACKBOARD. H. ALL EXTERIOR LIGHTING SHALL BE ROUTED THROUGH THE TIMECLOCK. 21. DENOTES EXISTING ELECTRICAL EQUIPMENT TO BE DEMOLISHED. Date: 8. CONDUIT FROM SWITCHBOARD TO TENANT'S SPACE RUN HIGH AND TIGHT BELOW THE ROOF DECK.SEE SINGLE LINE I. FINAL EMERGENCY AND EXIT SIGN REQUIREMENTS TO BE INSTALLED PER FIRE INSPECTOR'S DIRECTION. DIAGRAM FOR ADDITIONAL INFORMATION. 22. DENOTES APPROXIMATE LOCATION OF EXISTING LIGHTS TO REMOVED AND DEMOLISHED.CONTRACTOR TO CONTRACTOR SHALL PROVIDE ADDITIONAL EMERGENCY AND EXIT LIGHTING AS REQUIRED.SEE GENERAL NOTES ON Filename: -- INTERCEPT AND EXTEND EXISTING HOT WIRES FEEDING THIS FIXTURE AND CONNECT TO NEW LIGHTING FIXTURE TO SHEET E0.0. Sheet Title: 9. EXISTING ELECTRICAL EQUIPMENT TO BE DISCONNECTED AND REMAIN. NEW PANELICIRCUIT AS NOTED.VERIFY EXACT LOCATION IN FIELD BEFORE ROUGH-IN. J. NEW ROOFTOP HVAC UNITS-A PART OF SHELL BUILDING PERMIT AND CONTRACT. 10. DUCT SMOKE DETECTOR IN THE SUPPLY AIR DUCT.FURNISHED BY MECHANICAL CONTRACTOR AND INSTALLED BY 23. DENOTES EXISTING ELECTRICAL EQUIPMENT TO REMAIN. THE ELECTRICAL CONTRACTOR.COORDINATE ALL WORK WITH MECHANICAL CONTRACTOR INCLUDING LOCATION. ELECTRICAL ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE FIRE ALARM DESIGN BUILD CONTRACTOR FOR ANY/ALL 24. DENOTES BOLLARDS WITH WORKING CLEARANCE OF 42'FROM NEAREST ELECTRICAL EQUIPMENT.CONTRACTOR TO REQUIREMENT FOR INTERCONNECTION OF DUCT SMOKE DETECTOR TO THE FIRE ALARM SYSTEM.STUB J"C WITH VERIFY EXACT LOCATION WITH ARCHITECTURAL PLANS PRIOR TO ROUGH-IN. CITY APPROVED PLANS PARTIAL PLAN B PULL WIRE FOR FUTURE CONNECTION BY TENANT. 25. DENOTES NEW ELECTRICAL PANEL IN NEMIA-3R RATED ENCLOSURE. Reviewed for Code Compliance 11. ELECTRICAL CONTRACTOR SHALL PROVIDE NEMA-3R FUSED WEATHERPROOF DISCONNECT SWITCH AS SHOWN Permit:24-0560 AND STUB 2"C WITH PULL WIRE AT 12"BELOW ROOF DECK FOR FUTURE CONNECTION BY TENANT. 26. DENOTES NEW NEMA-3R RATED 15KVA 480Y-1201208V-3PH4W TRANSFORMER.SEE SHEET E5.0/DETAIL#1 FOR ADDITIONAL INFORMATION. PLANS MUST BE KEPT ON JOB 12. ELECTRICAL CONTRACTOR SHALL PROVIDE WEATHERPROOF,GFCI 20AMPS,120V DUPLEX RECEPTACLE AS SHOWN. SITE FOR ALL INSPECTIONS STUB 3/4"C WITH PULL WIRE TO 12"BELOW ROOF DECK FOR FUTURE CONNECTION BY TENANT. 27. DENOTES NEW NEMA-1 75KVA 480Y-120/208V-3PH4W TRANSFORMER.SEE SHEET E5.0/DETAIL#1 FOR ADDITIONAL oet c:INFORMATION. osroeaoza Sheet#: 13. 24V LOCAL EXTERIOR WATER FLOW ALARM(BY OTHERS).FIELD VERIFY EXACT LOCATION. Page aao M� E 2.1 NOTES SCALE 1 - © MATE E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL® 04.12.24 1ST PJ,�S6KSULjp 61_of 4712724 MAIN SWITCHBOARD MSB51:IN A NEMA3R 1600A MCB,27714BOV,3PH,4W,IOOKAIC • VOLTAGE DROP CALCULATION 2081120V SYSTEM BRANCH CIRCUIT:3%MAX - f-111_ -- -_y OI (R)ATS, /� 1600A r I O(R)STAND-BYGENERATOR 2000A,4P, LOAD PER MAXIMIM SIZE CROUNDWIRE MAXIMUM LENGTH OF BRANCH CIRCUIT PER NOTES AND AA I.A y3_(lyl, Cr �kA1 31 GFI I I 480V12TV,3PHASE,3W,1000KVA 480YR7N, PHASE CB WIRESIZE SIZE UTILIZATION VO LTAGE REMARKS I-I I-I (,I� v I�� MCB I I /� /` 3PH'3W Ut (KVA) (A) (AWG) (AVVq (120V,1PH) (208V,1PH) (208V,3PH) ` ` JE IQ I I', .. / EXSTING `200A 11PA \200A 400A 600A I r 4J (E)2000A / UTILITY 1.92 20 #12 #12 56 FT. 85 FT. 113 FT. A 3P 3P 3P /3P /3P I I 3P Q TRANSFORMER tv #10 #10 94 FT. 141 FT. 188 FT. A + Y Y O I EXISTING TO REMAIN #8 #8 144 FT 217 FT. 289 FT. A PARE I CONDUITS AND WIRING 1.A ' 46 #6 230 FT. 345 FT. 460 FT_ A I \ H H G O MATT E. MAJEED,ARCHITECT <144 20 #12 #12 75 FT 113 FT 150 FT. A I ----O J O rJ ---- ----------J `--B ®p11LIK151 ®21�Q1.� #10 #10 125 FT. 188 FT. 250 FT. A I I I 71M E Pl,,.+7r #8 #8 192 FT 289 FT. 365 FT. A 288Y 4'C.,WITH PULL (2)SETS OF I I IIL WIRE STUBBED 4"C.,WITH PULL I I #6 #6 306 FT. 460 FT. 613 FT. A FEET WITHIN WIRE STUBBED L------------------------------ -----------J <1.26 20 #12 #12 86 FT. 129 FT. 172 FT. IOOY DEMISING WALL FEETWITHIN EXISTING CONDUIT(S)TO REMAIN PRIMARY SERVICE PER PGBE Seal: #10 #10 143 FT. 215 FT. 286 FT. RUN HIGH AND DEMISING WALL TIGHT BELOW RUN HIGH AND #8 #8 220 FT 330 FT. 440 FT. STRUCTURAL TIGHT BELOW <1.08 20 #12 #12 100 FT. 150 FT. 200 FT. DECK STRUCTURAL UFERGROUND BOND TO GROUND BAR ON ACIES DECK 1110 CU GROUNDING ELECTRODE �10ENSEp #10 #10 167 FT. 250 FT. 334 FT. BLES PANEL PANEL DETERMINED N D IN F TELEPHONE BACKBOARD BLES S PROVIDED,INSTALLED LLEWITWIT AND TERER MINATED CONDUCTOR #8 #8 256 FT 385 FT. 514 FT. HP SH JOANN SIERRA TRADING DETERMINED IN FIELD) .TRENINSTANDBANDILLING YG.BY POST 17 E.C.TRENCHING AND BACKFILLING BY G.C. ENGINEERING <0.9 20 #12 #12 120 FT. 180 FT. 240 FT. COORDINATE ALL WORK AND REQUIREMENT )8793 314'OX10'LYNCOLE /[ 400 N.iIpiIMcCarthy Blvd,ste 250 #10 #10 200 FT. 300 FT. 401 FT. AT GROUNDROD WITH THE UTILITY COMPANY Milpitas,CA 95035 <0.72 20 #12 #12 150 FT. 225 FT. 300 FT, METAL UNDERGROUND WATER METAL GAS PIPING #10 #10 250 FT. 376 FT. 501 FT. PIPING T p��' `v Ph:(408)522-5255 q ,E fx:(408)ci-ret522�5260 inydoght s.net 30ZP 125ZP � � - Copyright©2024 1.CONTRACTOR SHALL REFER TO THIS TABLE PRIOR TO START OF BRANCH CIRCUIT ROUGH-IN. V.D.<=3.0% V.D.<=3➢% 2.CONTRACTOR SHALL USE THE APPROPRIATE WIRE SIZE IN CONJUNCTION WITH THE LENGTH OF THE PROPOSED XFMR XFMR FIELD VERIFIED ROUTING OF BRANCH CIRCUITWIRING(INCLUDING VERTICAL&LATERAL RUN,ROUTED 7H TS AProject for: PARALLEL/P ERP EN D ICULAR TO THE BUI LDI NG STRUCTURE). (D O 3. SEE PANEL SCHEDULE FOR THE CORRESPONDING KVA LOAD PER PHASE OF A PARTICULAR BRANCH CIRCUIT. 4.RESISTANCE VALUES ARE FOR UNCOATED COPPER WIRES IN STEEL CONDUIT,75 DEGREE C.,OPERATING AT 60 HZ. 50GS 200GS NOTES: 5OZ 200Y V A=THE VALUES IN"120V,1PH"COLUMN ISTO BE USE FOR GENERAL PURPOSE RECEPTACLE LOADS. V.D.c3.0% 50A A 1.D.<=3.0% Q J b 3P 3P PANEL PAN LP SL � W � O Q � w 00 GENERAL NOTES: w C)KEY NOTES: O W 1. ALL ELECTRICAL EQUIPMENTS AND FEEDERS ARE NEW UNLESS OTHERWISE NOTED AS"(E)"FOR 10, ONLY U.L LISTED EQUIPMENT SHALL BE USED. J EXISTING. aC/) _J 11. PROVIDE ALL NECESSARY SIGNAGE,LABELING AND PLAQUES AS REQUIRED BY NEC 23-.70(B),695 U1. EXISTING PAD MOUNTED UTILITY TRANSFORMER.CONTRACTOR F. N-1 TRANSFORMER:75KVA,3PH,480VP-208/120VS,DRY-TYPE 2. RE-TORQUE ALL EXISTING TERMINATIONS PER MANUFACTURER RECOMMENDATION. &700. TO COORDINATE WITH UTILITY COMPANY REPRESENTATIVE FOR ENCLOSED,VENTILATED,CLASS 220 INSULATION SYSTEM J LLL ALL WORK REQUIRED FOR THE SERVICE REPLACEMENT. MINIMUM 98%EFFIECIENCY(TP-1).PROVIDE BONDING AND 3. SWITCHBOARD SHOWN ON THE SINGLE LINE DIAGRAM SHALL BE"FULLY-RATED'ADEQUATE FOR 12. ELECTRICAL CONTRACTOR TO PROVIDE MAIN LUGS&ADAPTOR LUGS AS NEEDED FOR GROUNDING OF SEPARATELY DERIVED SYSTEM.PROVIDE 518" a Z THE MAXIMUM FAULT CURRENT AVAILABLE AT THE POINT OF APPLICATION,INCORPORATING THE CONNECTIONS AT PANEL BOARDS AND EQUIPMENT. A. GROUNDING ELECTRODE SYSTEM: x10"GROUND ROD,USE#4 CU WIRE CONNECTION.PROVIDE /R CURRENT LIMITING DEVICES AS SPECIFIED.'SERIES-RATING"FOR PANELBOARDS IS CONNECT TO(E)GROUNDING ELECTRODE SYSTEM USING GROUNDING TO BLDG.STRUCTURAL STEEL USING GROUND SIZE V Ln ACCEPTABLE.PROVIDE REQUIRED MARKING AS REQUIRED PER NEC ARTICLE 110.22(B)&(C)FOR 13. ELECTRICAL CONTRACTOR TO PROVIDE ALL FUSES AS REQUIRED. #310.PROVIDE(3)3l4"X 120"COPPER CLAD GROUND ROD- AS SPECIFIED. SIGNAGE AT ALL PANELS AND EQUIPMENT.IF NOT"FULLY-RATED SYSTEM"CONTRACTOR SHALL MINIMUM 72"APART.USE#4 CU WIRE FOR SOLE CONNECTION ' W CO SUBMIT SHOP DRAWINGS INDICATING SERIES RATING AND INCLUDE A COPY OF ALL LABELING, 14, ALL METERING EQUIPMENTS SHALL BE SUBMITTED TO THE UTILITY PROVIDER FOR APPROVAL. TO GROUND ROD. G. INTERCEPT AND EXTEND EXISTING SECONDARY SERVICE !/ INCLUDING RESPECTIVE UL LISTING,TO THE AHJ FOR REFERENCE. UNDERGROUND METAL WATER PIPE(WITHIN 5'OF ENTRANCE CONDUITS AND WIRING TO LOCATION TO NEW MAINMD 15. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL TYPEWRITTEN PANEL DIRECTORIES IN TO BUILDING),ALL METAL PIPING SYSTEM,CONTIGUOUS SWITCHBOARD.COORDINATE ALL WORK REQUIRED WITH UTILITY 4. PROVIDE PHENOLIC NAMEPLATE LABELLING&TYPE WRITTEN PANEL DIRECTORY FOR ALL ALL PANELBOARDS. STRUCTURAL METAL(IF PRESENT)SHALL BE BONDED TO THE COMPANY. PANELS(EXISTING OR NEW). GROUNDED ELECTRODE SYSTEM IN MAIN ELECTRICAL ROOM r�o/'� r/L�� 16. COMPLY WITH 2O22 NEC ARTICLE 240.87(ARC ENERGY REDUCTION REQUIREMENT). USING#3/0.PROVIDE ADDITIONAL GROUNDING ELECTRODE H. DISCONNECT AND REMOVE EXISTING MAIN SWITCHBOARD AND ^ WHERE RESISTANCE TO GROUND EXCEEDS 25 OHMS. ALL ASSOCIATED CONDUITS AND WIRES. v, C)5. INTERIOR METAL PIPING SYSTEM SHALL BE BONDED TO THE GROUNDING ELECTRODE SYSTEM. B. PROVIDE BREAKER WITH HANDLE-LOCK DEVICE. I. EXISTING CONDUITS AND WIRES BETWEEN GENERATOR AND ATS ` 6. GROUND AND NEUTRAL SHALL ONLY BE BONDED AT THE SERVICE EQUIPMENT AND AT THE TO REMAIN.DISCONNECT ALL OTHER CONDUITS AND WIRES TO 'x` SEPARATELY DERIVED SYSTEM. C. CONTRACTOR TO PERFORM TEST OF THE GROUND-FAULT ATS.KEEP GENERATOR AND ATS IN EXISTING LOCATION. PROTECTION SYSTEM AND SUBMIT THE RESULTS TO THE AHJ W ^' 7. CONTRACTOR TO VERIFY THE INTEGRITY OF THE EXISTING GROUNDING ELECTRODE SYSTEM PRIOR TO FINAL ELECTRICAL INSPECTION PER NEC 230-95(C). J. N-3 TRANSFORMER:I5KVA,3PH,480VP-2081120VS,DRY-TYPE ` V AND SUBMIT FINDINGS TO ELECTRICAL ENGINEER FOR REVIEW. ENCLOSED,VENTILATED,CLASS 220 INSULATION SYSTEM D. PROVIDE#310 AWG CU TO A 1/4"x4"x 12"GROUND BUS BAR. MINIMUM 98%EFFIECIENCY(TP-1).PROVIDE BONDING AND 8. EQUIPMENT LINE-UP IS BASED ON SQUARE D PRODUCTS.ALTERNATE MANUFACTURER IS GROUNDING OF SEPARATELY DERIVED SYSTEM.PROVIDE 518" ACCEPTABLE PROVIDED THAT IT MEETS THE DESIGN INTENT AND CLEARANCE REQUIREMENTS. E. PROVIDE BREAKER WITH ARC-FLASH REDUCTION MAINTENANCE x10"GROUND ROD,USE#8 CU WIRE CONNECTION.PROVIDE SYSTEM PER NEC 240.87. GROUNDING TO BLDG.STRUCTURAL STEEL USING GROUND SIZE 9. TRANSFORMERS SHALL NOT BE LOCATED MORE THAN 25'-O"AWAY WITHOUT SECONDARY AS SPECIFIED. OVERCURRENT PROTECTION. Client: 'ALVOLTAGE DROP CALCULATION SNTSE 3 SINGLE LINE DIAGRAM NQTSE 1 WOOD INVESTMENTS ALUMINUM I U EEDERS COPPER 3 WIRE FEEDER&GROUND FEEDERS COMPANIES, INC. SYMBOL CONDUIT&CONDUCTOR SIZE SYMBOL CONDUIT&CONDUCTOR SIZE 225ALX 3"C.,3#300kcmil AL+ 1#2 AL G 20X 1/2"C.,3#12 + 1#12G 14 CORPORATE PLAZA,SUITE 120, 500ALX 2 SETS OF(3"C.,3#350kcmil AL+ 1#1/0 AL G) 30X 314"C.,3#10+ 1#103 NEWPORT BEACH,CA 92660 30ZP 1 C.,3#10+ 1#813 40X 1"C.,3#8+ 1#10G 50X 1"C.,3#6+ 1#1BG ALUMINUM 4 WIRE FEEDER&GROUND FEEDERS 6OX 1-1/4"C.,3#4 + 1#1GG SYMBOL CONDUIT&CONDUCTOR SIZE 70X 1-1/4C.,3#4 + 1#83 Revisions: BOX 1-1/4"C.,3#3+ 1#8G 1 OQALY 2"C.,4#1/0 AL+ 1#6 AL G SOX 1-1/2"C.,312 + 1#8G 125ALY 2"C.,4#2/0 AL+ 1#4 AL G 10OX 1-1/2"C.,3#1 + 1#8G 150MALY 2-1/2"C.,4#3/0 AL + 1#4 AL G 125X 2"C.,3#1/0+ 1#6G ALY 2-1/2"C.,4#4/0 AL + 1#4 AL G 125ZP 2"C.,3#1/0 + 1#2G 200ALY 3"C.,4#2501kcmil AL+ 1#4 AL G 15OX 2"C. 3#1/0+ 1#6G 225ALY 3"C.,4#300kcmil AL+ 1#2 AL G 175X 2"C.,,3#2/0+ 1#6G 250ALY 3 1/2"C.,4#400kcmil AL + 1#2 AL G 20OX 2"C.,3J#3/0+ 1#6G 300ALY 3 1/2"C.,4#500kcmll AL + 1#2 AL G 225X 2-1/2 C.,3#4/0+ 1#4G 350ALY 2 SETS OF(2-1/2"C.,4#4/0 AL+ 1#1 AL G) 25OX 2-1/2"C..3#250kcmil + 1#4G 400ALY 2 SETS OF(3"C.,4#250kcmil AL+ 1#1 AL G) 30OX 3"C.,3#35Okcmil + 1#4G 450ALY 2 SETS OF(3"C.,4#350kcmil AL+ 1#1/0 AL G) 35OX 3 1/2"C.,3#500kcmil + 1#3G 500ALY 2 SETS OF(3 1/2"C.,4#400kcmil AL+ 1#1/0 AL G) 40OX 4"C.,3#600kcmil + 1#313 600ALY 2 SETS OF(3 1/2"C.,4#500kcmil AL+ 1#2/0 AL G) 50OX 2 SETS OF(3"C.,3#250kcmil + 1#2G) 800ALY 3 SETS OF(4"C.,4#400kcmil AL+ 1#3/0 AL G) 60OX 2 SETS OF(3"C.,3#350kcmil + 1#1G) 100GALY 3 SETS OF(4"C.,4#600kcmil AL+ 1#4/0 AL G) 80OX 2 SETS OF(4"C.,3#600kcmil + 1#1/OG) 1200ALY 4 SETS OF(4"C.,4#500kcmil AL+ 1#250kcmil AL G) 1000X 3 SETS OF(4"C.,3#400kcmil + 1#2/OG) 1600ALY 5 SETS OF(4"C.,4#600kcmil AL+ 1#350kcmil AL G) 120OX 3 SETS OF(4"C.,3#600kcmil + 1#3/OG) 2000ALY 6 SETS OF 4"C.,4 600kcmil AL+ 1 400kcmil AL G)) 1600X 4 SETS OF(4"C.,3#600kcmil + 1#4/OG) 2500ALY 8 SETS OF(4"C.,41600kcmil AL+ 11600kcmil AL G) 2000X 5 SETS OF 4"C.,3@#600kcmil + 1 250kcmiI) 3000ALY 8 SETS OF(5"C.,4#750kcmil AL+ 1#600kcmil AL G) 250OX 6 SETS OF(4 C.,3#600kcmil + 1350kcmiI 3000X 8 SETS OF(4"C.,3#5001,cmil + I#400kcmilG) 4000X 10 SETS OF(4"C.,3#600kcmil + 1#500kcmilG) COPPER 4 WIRE FEEDER&GROUND FEEDERS COPPER 4 WIRE FEEDERS FROM XFMR SYMBOL CONDUIT&CONDUCTOR SIZE SYMBOL CONDUIT&CONDUCTOR SIZE 20Y 3/4"C.,4#12 + 1#12G 50Z 1"C.,4#6+ 1#BG 3GY 3/4"C.,4#10 + I#10G 1BOZ 2"C.,4#1 + 1#6G 4GY 1"C.,4#8+ I#IOG 50Y 1-1/4"C.,4#6+ 1#1013 150Z 2"C.,4J1/O + 1#6G 60Y 1-1/4"C.,4#4+ 1#1OG 225Z 2-1/2 C.,4#4/0 + 1#2G 7GY 1-1/4"C.,4#4+ 1#BG 35OZ 3-1/2"C.,4#500kcmil+ 1#1/03 80Y 1-1/4"C.,4#3+ 1#83 40OZ 2 SETS OF(2"C.,4#3/0+ 1#1/OG) 90Y 1-1/2"C.,4#2+ 1#83 50OZ 2 SETS OF 3"C.,4#250kcmil + 1#1/OG FOGY 2"C.,4#1 + 1#8G 600Z 2 SETS OF 3"C.,4#350kcmil + 1#2/oG 125Y 2"C.,4#1 + 1#6G BOOZ 2 SETS OF(4"C.,4#6001kcmil + 1#3/OG) 150Y 2"C.,4#1/0+ 1#6G 1000Z 3 SETS OF(4"C.,4#400kcmil + 1#3/OG) 175Y 2"C.,4J2/0+ 1#6G 120OZ 3 SETS OF(4"C.,4#600kcmil + 1#3/OG) No. Description Date 200Y 2-1/2 C.,4 3 0 + 1 6G Project No.: 23.043.10/30 200Y 2-1/2"C.,4#3/0+ 1 4G 225Y 2-1/2"C.,4#4/0 + 1#4G Drawn By: KP 250Y 3"C.,4#250kcmil+ 1#4G 300Y 3 1/2"C.,4#350kcmil + 1#413 Reviewed By: GHP 350Y 3 1/2"C.,4#500kcmil + Fi3G Scale: AS NOTED 400Y 4"C.,4#600kcmil+ 1#3G GROUND SIZE Date: 450Y 2 SETS OF(2 1/2"C.,4#4/0+ 1#2G) SYMBOL CONDUIT&CONDUCTOR SIZE 500Y 2 SETS OF(3"C.,4#250kcmil + 1#2G) 50CS 1/2"C., 1#8 Filename: -- 600Y 2 SETS OF(4"C.,4#350kcmil + 1#1G) 1000S 1/2"C., 1#6 700Y 2 SETS OF(4"C.,4#500kcmil + 1#1/OG) 150GS 1/2"C 1#6 Sheet Title: BODY 2 SETS OF(4"C.,4#600kcmil + 1#1/OG) 2000S 3/4"C., 1#4 1 BODY 3 SETS OF(4"C.,4#400kcmil + 1#2/OG) 225GS 3/4"C., 1#2 1200Y 3 SETS OF 4"C.,4#600kcmil + 1#3/OG) 350GS 3/4"C., 1#1/0 ELECTRICAL 1600Y 4 SETS OF(4"C.,4#600kcmil + 1#4/OG) 400GS 3/4"C., 1#1/0 2000Y 5 SETS OF 4"C.,4 600kcmil + 1 250kcmi:10) 8000S I-C., 1#3/0 SINGLE LINE DIAGRAM 2500Y 6 SETS OF�4"C.,4�600kcmil + 1�350kcmiG) WOODS 1"C., 1#310 CITY APPROVED PLANS 3000Y 8 SETS OF(4"C.,4#500kcmil + 1#4D0kcmilG) 4000Y 10 SETS OF 4"C.,4 600kcmil + 1#500kcmIIG Reviewed for Code Compliance Permit 24-0560 1. THE INSULATION OF THE SPECIFIED CONDUCTORS SHALL BE THWN-2,XFII THHN. PLANS MUST BE KEPT ON JOB 2. +IG:PROVIDE ADDITIONAL ISOLATED GROUND WIRE TO FEEDER AS INDICATED.INCREASE CONDUIT SIZE AS REQUIRED. SITE FOR ALL INSPECTIONS 3. UNLESS LISTED OTHERWISE,THE AMPACITY OF 600V OR LESS CONDUCTORS SHALL BE BASED ON THE TERMINALS NOT TO EXCEED 60 DEG C(140 Sheet#: DEG F)FOR CONDUCTOR SIZE#14 THROUGH#1 AWG OR 75 DEG C(167 DEG F)FOR CONDUCTOR SIZES OVER#1 AWG. o.lea:osroeaoza 4. WHERE THE PHASE CONDUCTORS ARE INCREASED IN SIZE(E.G.FOR VOLTAGE DROP COMPENSATION),EQUIPMENT GROUNDING CONDUCTOR SHALL BE Pe9e35of40 E5.0 INCREASED IN SIZE PROPORTIONATELY ACCORDING TO THE CIRCULAR MIL AREA OF THE PHASE CONDUCTOR. CAL FEEDER SCHEDULE GNTGE 4 NOT USED SNTSE Oc MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 04.12.24 1ST PLAN CHECK SUBMITTAL 02.27.24 L Page 27 of 47 d 7ATT E. LWEED,ARCHITECT T 215.=1557 T 21&=1557 71M E_Plpmnt VRIW Rd_P-- Seal: ',GENSEp ACIES 18793 ENGINEERING 400 N.McCanhy Blvd,sts 250 Milpitas,CA 95035 VOLTAGE 2771450V WIRE: 4 MOUNTING SURFACE NOTE: VOLTAGE 1201208V WIRE 4 MOUNTING: SURFACE NOTES: ph:(408)522-5255 FLH BUS RATING, 100A PHASE 3 AICRATING' 65.000 HOUSE BUS RATING: 100A RHASE 3 AICRATING, 10,000 TAp„J�,.. � N:(408)5225260 AIN REQUIREMEVT: MO TY P= NEMA-3R CONDTION NEW PANEL'LP' MAIN REQUIREMSV: 60A TYPE NSYA-3R CONDITION: NEW CONn@h1e52024 Pv s LOAD ¢ LOAD ¢ LOAD LOADADDESCRPTION KVA KVA LOADDESCRIPTION C8 z z 06 LOAD DESCRIPTION KVA KVA LOAD OECR PT ON CB z P T P T P T A Project for: ATRANSFORM]R A 405 LIGHTS-GA Now 1 20 C 2 1 D 1 20 REC-TELEPHONE BACK BOARD 0.20 A 0.20 FIREALARM CONTROL PANEL 1 20 D LO 2 B 0.43 LIGHTS-WALLPACKS 1 20 C 4 3 D 1 20 LIGHTING CONTROL PANT 0.20 B 0.20 FIREALARMBB1 1 20 D LO 4 5 C SPARE 1 20 6 5 1 20 SPARE C SPARE 1 20 6 7 1 20 SPARE A 0.10 LIGHTS-CORRIDOR , 20 C 8 7 1 20 SPARE A SPARE 1 20 8 9 1 20 SPARE B SPARE 1 20 10 9 1 20 SPARE B SPARE 1 20 10 I- 11 1 20 SPARE C SPARE 1 20 12 11 1 20 SPARE C SPARE 1 20 12 U 13 1 20 SPATE A SPARE 1 20 14 13 1 20 SPARE A SPARE 1 20 14 15 1 20 SPARE B SPARE 1 20 16 15 1 20 SPARE B SPARE 1 20 16 Q 17 1 20 SPARE C SPARE 1 20 18 17 1 20 SPARE C SPARE 1 20 18 19 20 19 20 21 22 21 22 1 1 1 23 24 23 24 � 1 1 � 25 26 25 26 C) 27 28 27 28 � 29 30 29 30 31 32 31 1 1 32 0 U 33 34 33 34 Q 35 36 35 .i M�36 O G L 37 38 37 38 J 00 39 40 39 40 ` LU C)41 42 41 42 W w CONNECTED LOAD DEMAND LQAD CALCULATION CONNECTID LOAD DEMAND LOAD CALCULATION PHASEA 4.15 KVA DOMANDLOAD SUBTOTAL NECDEMANDFACTOR PaASEA 0.40 KVA DEMANDLOAD SUBTOTAL NECDEMANDFACTOR PHASED f1.43 KVA COMINIOUS LOA D(C) 451 125% 572 PHASES 040 KVA CONTIN US LOAD(C) 000 125% 000 f ` 11 ,y � J PHASEC 0.00 KVA DEDICATEDLOAD(D) 0.00 100% 0.00 PHASEC 0.00 KVA DEDICATEDLOAD(D) 0.B0 100% 0.80 <1 uJ Q TOTAL 4.68 KVA GENER CC ALRB-rACLE(G) 0.00 100%of1st10kVA&50%ofmmaning 0.00 TOTAL 0.80 KVA GENERAL RECEPTACLE(G) 0.00 100%of1st10kVA&50%cfrenaining 0.00 O LL KITCHEN EQUIPENT(K) 000 65% 000 KTCHBN EQUIPAENT(K) 000 65% 000 z NOTE: MOTOR LOAD(M) 0.00 1.of largest motor load+100%rerteining 0.00 NOTE: MOTORLOAD(M) 0.00 125%of largest motor load+100%remaining 0.00 /R ELLO-PROVIDE LOCK-ON DEVICE TOTALDEMANDKVA 5.72 LO-PROVIDE LOCK ON DEVICE TOTAL CEMA NO KVA 0.80 V L ELECTRICALCONTRACTORSHALL PROVIDE MULTI BRANCH CIRCUIT TIE HANCLEAS PER THE CED AMPS@ 2TT1480,3 PHASE,4WRE 6.88 B-BCTRCAL CONTRACTOR SHALL PROVIDE MULTI BRANCH CRCUTTIE HANCLEAS PER THECED AMPS@ 120f208,3 PHASE,4WRE 2.22 1 1 1 PROVIDE NNN� ui BREA KER �^ =PROVIDE NEW BREA KER ^ ^ �/ v/ O X ' W N Client: WOOD INVESTMENTS COMPANIES, INC. 14 CORPORATE PLAZA,SUITE 120, NEWPORT BEACH,CA 92660 Revisions: / / No. Description Date Project No.: 23.043.10/30 Drawn By: KP Reviewed By: GHP Scale: AS NOTED Date: Filename: -- Sheet Title: ELECTRICAL CITY APPROVED PLANS PANEL SCHEDULES Reviewed for Code Compliance Permit:24-0560 PLANS MUST BE KEPT ON JOB SITE FOR ALL INSPECTIONS D.Hea:osroelzoza Sheet#: Pe9e 36 of 40 E 5.1 PANEL SCHEDULES SCALE NTS © MATTE.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 04.12.24 1ST PLAN CHECK SUBMITTAL 02,27,24 Page 28 of 47 N AP N.A-P. , , , , o, a I 1 1 �-1 FIFA I I I I M`tDRANT ' I P. NAF' i 1 I _ , I - I ,� Po LO ` � O Q ITY APPROVED P ANS Reviewed for Code Com nce �. Permit: 24-05 PLANS MUST BE K JOB N SITE FOR ALL INS NS "Page of 1 SHEET INDEX � y H c BM SHT# DESCRIPTIONEXISTING . . GENERAL MATT E. MAJEED,ARCHITECT G-101 TITLE SHEET :'T 216.526.1551 (F'216.520.1567 7100 E.Pleasant Valley Rd.,Suite 320,Cleveland,OH 44131 ARCHITECTURAL AS-101 REFERENCE SITE PLAN . . AS-102 TYPICAL ACCESSIBILITY DETAILS .MAJOR BLDG . SHELL REMODEL . Sear. AS-103 T.E.&SITE DETAILS . . A I CENTE D D-101 DEMO FLOOR PLAN . . AR 9116M A-101 FLOOR PLAN . 851 CERTIFICATE OF COMPLETION TO A-102 ENLARGED FLOOR PLAN • A-121 REFLECTED CEILING PLAN . . BE PROVIDED WITH THIS PERMIT. A-141 ROOF PLAN • . 1 POLE LINE ROAD NO OCCUPANCY ALLOWED. THIS A-201 ELEVATION • . Matt E.Me]6H ed A-202 ELEVATION . . STATE OF IDAHO PERMIT TO BE COMPLETED BEFORE A-301 WALL SECTION • . TI PERMITS CAN BE FINALLED. A501 DETAILS • . A502 DETAILS . . AProject for: TWIN FALLS , ID 83301 A-60D DETAILS A-801 SCHEDULES&HARDWARE NOTES . . STRUCTURAL S1.1 PARTIAL FOUNDATION PLAN . . TIAL ROOF G PUN ABBREVIATIONS LEGEND BUILDING DATA DIRECTORY S2.1 STRUCTURAL LSECTIINS&DE . . S3.1 STRUCTURAL SECTIONS&DETAILS . . J /\ S3.2 STRUCTURAL SECTIONS&DETAILS . . ,T, POUND or NUMBER EW EACH WAY M/R MOISTURE RESISTANT SKLT SKYLIGHT PLAN CHANGE DELTA / - LETTERS FOR ADDENDA APPLICABLE CODES CLIENT: WOOD INVESTMENT S3.3 STRUCTURAL SECTIONS&DETAILS . . & AND E.W.C. ELECTRIC WATER COOLER MAR MARLITE SL SLEEVE NUMBERS FOR BULLETINS 14 CORPORATE PLAZA,SUITE 120, S3.4 STRUCTURAL SECTIONS&DETAILS . . W EXH EXHAUST MAS MASONRY SM SHEET METAL (W NEWPORT BEACH,CA 92660, _ (E) EXISTING 2017 NATIONAL ELECTRICAL CODE(WITH IDAHO STATE AMENDMENTS) N NEW EXIST EXISTING MAX MAXIMUIM SMS SHEET METAL SCREWS 2017IDAHO STATE PLUMBING CODE ( ) CONTACT:ANDV NEFF EXP EXPOSED MBR MEMBER SOV SHUT OFF VALVE Q (R) RELOCATE, RELOCATED 20181NTERNATIONAL BUILDING CODE(WITH IDAHO STATE AMENDMENTS) E-MAIL:ANEFF@WOODINVCO.COM Q @ AT EXPN EXPANSION MC MEDICINE CABINET SPEC(S) SPECIFICATION(S) SECTION CUT L__ 0 SECTION NUMBER 2018 INTERNATIONAL FIRE CODE TEL.NO.:657-247-2600 O Cl) EXT EXTERIOR MCJ MASONRY CONTROL JOINT SPKR SPEAKER 2018 INTERNATIONAL EXISTING BUILDING CODE L ANGLE IDENTIFIER A000 SHEET NUMBER 20181NTERNATIONAL ENERGY CONSERVATION CODE(WITH IDAHO STATE AMENDMENTS) ARCHITECT: MATT E.MAJEED,ARCHITECT 1/4 RD QUARTER ROUND MCO METAL-CASED OPENING SO SQUARE F.A. FIRE ALARM NOT MEDIUM DENSITY FIBERBOARD SQHD SQUARE HEAD 2018 INTERNATIONAL MECHANICAL CODE(WITH IDAHO STATE AMENDMENTS A/C Acc IR CONDITIONING FAC FACTORY MECH MECHANICAL SS STAINLESS STEEL ) 7100E PLEASANT VALLEY RD#320, z 20181NTERNATIONAL FUEL GAS CODE(WITH IDAHO STATE AMENDMENTS44131 AB ANCHOR BOLT FAI FRESH AIR INTAKE MED MEDIUM SSK SERVICE SINK CONTAC:M T MAJEED //�� 2009 ICC A717.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES AC ASPHALTIC CONCRETE FBO FINISHED BY OTHERS MEMB MEMBRANE STA STATION DETAIL CALLOUT DETAIL NUMBER CONTACT:MATT MAJEED/CHRIS LEE ACCES ACCESSIBLE FCHI FOAM CORE HIGH IMPACT MET METAL STD STANDARD IDENTIFIER A000 SHEET NUMBER 1997 UNIFORM CODE FOR THE ABATEMENT OF DANGEROUS BUILDINGS(PER LOCAL ORDINANCE) E-MAIL:CLEE@MCGARCHITECTURE.COM Q J J A.C.P. ACOUSTICAL CEILING PANEL TEL.NO.:949.553.1117 w J FD FLOOR DRAIN MEZZ MEZZANINE STL STEEL ACOusT ACOUST ML FOR FOUNDATION MFc MANUFACTURING sTOR STORAGE BUILDING AREA SUMMARY (SQUARE FEET) J Q ACR ACRYLIC FE FIRE EXTINGUISHER STRUCTURAL: 14041HARRISON ENGINEERING O LL MFR MATTE-GL Z E TILE STR STAIR TOTAL EXISTING BUILDING AREA 47,424 SF ACU AIR CONDITIONING UNIT FEC FIRE EXTINGUISHER CABINET 14041 CROSSVIEW LN. d AD AREA DRAIN MGLT MATTE-GLAZED TILE STRG STRINGER EXTERIOR ELEVATION 0 ELEVATION NUMBER CALDWELL,ID 83607 z FF FINISH FLOOR MH MANHOLE STRUCT STRUCTURAL Ln \ ADA AMERICANS WITH DISABILITIES AC FEE FINISHED FLOOR ELEVATION IDENTIFIER A000 SHEET NUMBER BUILDING QUALIFICATION CONTACT:NATHAN HARRISON rj MIN MINIMUM SUMP SUSPENDED ADD�L ADDITIONAL FFL FINISHED FLOOR LINE E-MAIL:NATHAN@HARRISONENG.COM MISC MISCELLANEOUS SYM SYMMETRICAL EXISTING TYPE III-B TO REMAIN MECHANICAL OJ ADH ADHESIVE FG FINISH GRADE TEL NO.:208.888.7107 AFF ABOVE FINISHED FLOOR MLDG MOULDING SYN SYNTHETIC FIT FIRE HYDRANT MM MILLIMETER SYS SYSTEM -TYPE OF CONSTRUCTI :III-B,FULLY SPRINKLERED M0.1 MECHANICAL LEGEND,NOTES AND . . AGGR AGGREGATE FHC FIRE HOSE CABINET MO MASONRY OPENING A ELEVATION LETTER M.E.P.: ACES ENGINEERING ABBREVIATIONS ALT ALTERNATE FLIP FIRE HOSE RACK 400 N.MCCARTHY BLVD.,SUITE 250 MOD MODIFIED T&B TOP AND BOTTOM -FUTURETENANTS: ALUM ALUMINUM FIG FIGURE CONTACT:CA95035 M0.2 MECHANICAL SCHEDULES . . ANOD ANODIZED MRB MARBLE T&G TONGUE AND GROOVE INTERIOR ELEVATION ELEVATION NUMBER MAJOR-1 AND MAJOR- :GROUP M FIN FIATEXTLJR ED) MTD MO MATERIAL(S) TB TOWEL BAR IDENTIFIER A000 SHEET NUMBER SHOP:GROUP M,OR G GROUP 12 FOR FUTURE TENANT CONTACT: Y@AGARY PHAM MO.3 MECHANICAL SPECIFICATIONS . . APPROX ARCHITEPPROX TUR FIX FIXTURE TEL TELEPHONE E-MAIL:GARY@ACI255(ET ARCH ARCHITECTURAL MTL MATERIALS) TEL.NO.:408.522.5255(EXT.300) FLASH FLASHING MULL MULLION TEMP TEMPORARY DEMISING WALL BETWEEN SHOP AND IBC TAB1TO8. DESIGNED FOR DATIN MI MECHANICAL COMPUANCE . . AST ASBESTOS FLEX FLEXIBLE TER TERRAZZO C AST ABOVE SUB FLOOR MWP MEMBRANE WATERPROOFING OCCUPANCY USE RATIONFUTURE TENANTALL . IBC TABLE 508.4)FOR ACCOMMODATING M0.5 MECHANICAL COMPLIANCE . . ASPH ASPHALT FLG FLOORING THK THICKNESS) FLEXIBLE USE OF FUTURE TENANT. A.S.R. AUTOMATIC SPRINKLER RISER FLR FLOOR N NORTH THR THRESHOLD M0.6 MECHANICAL COMPLIANCE FLUOR FLUORESCENT N/A NOT APPLICABLE TKBD TACKBOARD GRID IDENTIFIER O MAXIMUM EXIT ACCESS TRAVEL DISTANCE AUTO AUTOMATIC FOC FACE OF CONCRETE T.O.A. TOP OF ARCH QO M3.1 MECHANICAL ROOF PLAN . . NAT NATURAL 250'MAX. TOP FACE OF FINISH T.O.B. TOP OF BEAM BD BOARD NIC NOT IN CONTRACT Fos FACE OF MASONRY TO TOP OF CURB 1. DIM DIM TO FACE OF STUD TYP(UNO) BIT UM BITUMINOUS FOS FACE OF STUDS NO NUMBER T.ECONC TOP OF CONCRETE DIMENSION - REFER TO GENERAL NOTES 15&16, BL BUILDING LINE ROM NOMINAL BLDG BUILDING FIR FRESH AIR N'REQD NOT REQUIRED T.O.M. TOP OF MASONRY SHEET G101. F.A. FRESH AIR T.O.PL. TOP OF PLATE BLK BLOCK NTS NOT TO SCALE ELECTRICAL BLKG BLOCKING FRP FIBERGLASS REINF PANEL T.O.P.S. TOP OF PLYWOOD SHEATHING PRIMARY NAME FS FLOOR SINK T.O.PV TOP OF PAVEMENT NAME sf - VICINITY MAP EO.D ELECTRICAL GENERAL INFORMATION . . BM BEAM 0/ OVER FT FOOT or FEET T.O.R. TOP OF ROOFING BUILDING IDENTIFIER 0 sf SQUARE FOOTAGE BOT BOTTOM CA OVERALL FTG FOOTING T.O.S. TOP OF SLAB Client: BRDG BRIDGING OBSC OBSCURE T.O.STL TOP OF STEEL NAME2-SECONDARY NAME E0.1 ELECTRICAL SPECIFICATIONS . . BR G BEARING FURR FURR(ED)(ING) oC ON CENTER FUT FUTURE T.O.W. TOP SF WALL PRE ffe-FINISHED FLOOR ELEVATION E0.3 ELECTRICAL ENERGY COMPLIANCE FORMS. . BSMT BASEMENT OCEW ON CENTER EACH WAY BTW BETWEEN TWO FABRIC WALL COVERING OD OUTSIDE DIAMETER TRANSF TRANSFORMER E2.0 ELECTRICAL PLAN . . B.U.R. BUILT-UP ROOFING OFD OVERFLOW DRAIN TRD TREAD ROOM NAME 1-PRIMARY NAME ti WOOD INVESTMENTS GA GAUGE OFF OFFICE TV TELEVISION p1VER S E2.1 ELECTRICAL ROOF PLAN . . CAB CABINET GA GALVANIZED OH OVERHEAD TYP TYPICAL ROOM AND/OR ROOM NAME2�SECONDARY NAME g1JA 9�F GB GRAB BAR SPACE IDENTIFIER r1 93 9Z E5.0 ELECTRICAL SINGLE LINE DIAGRAM& CB CATCH BASIN OH OWNER PROVIDED CONTRACTOR Inner ROOM AND/OR SPACE NUMBER 6 PANEL SCHEDULES COMPANIES, INC. GC GENERAL CONTRACTOR UBC UNIFORM BUILDING CODE F9 CEM CEMENT INSTALLED GCMU GLAZED CONCRETE MASONRY UG UNDERGROUND CER CERAMIC OPER OPERATOR 5�' 14 CORPORATE PLAZA,SUITE 120, UNITS UH UNIT HEATER AREA OF E E5.1 ELECTRICAL$NGLE LINE DIAGRAM& CFCI CONTRACTOR FURNISHED OPH OPPOSITE HAND OQ` GEN GENERAL ILIAC UNIFORM MECHANICAL CODE DOOR IDENTIFIER 0 WORK � PANEL SCHEDULES NEWPORT BEACH,CA 92660 CONTRACTOR INSTALLED GFR GLASS FIBER REINFORCED OPNG OPENING UNF UNFINISHED SUITE3 \\-\' 0 C.G. CORNER GUARD GI GALVANIZED IRON OP01 OWNER PROVIDED OWNER UNO UNLESS NOTED OTHERWISE 1,693/30=56.43 OCC to PLUMBING C.HT. CEILING HEIGHT INSTALLED 1500 OCC=2 EXITS REQ'D CI CAST IRON GKT GASKET(ED) OPP OPPOSITE URN URINAL GLAZING(WINDOW) ® 2 PROVIDED w P-001 PLUMBING GENERAL NOTES,SHEET CIPC CAST-IN-PLACE CONCRETE GL GLASS, GLAZING UTIL UTILITY IDENTIFIER GILL LAM GLUE-LAMINATED EXIT WIDTH"56.43RED w E.4100 N. INDEX,LEGEND AND SCHEDULE Revisions: CJ CONTROL JOINT PAR PARALLEL VA VINYL ASBESTOS 11.26"REQUIRED CKD CHECKED GL BK GLASS BLOCK RED PARTICLE BOARD 93 . CL CENTERLINE GRND GROUND PC PRE-CAST VAR VARNISH 72"PROVIDED a P-002 PLUMBING SPECIFICATIONS GP GALVANIZED PIPE VAT VINYL ASBESTOS TILE WALL(TYPE) O W m P-201 PLUMBING FLOOR PLAN . . CLG CEILING PCC PRECAST CONCRETE VB VINYL BASE IDENTIFIER o CLO CLOSET GRID GRADE(ING) RED PEDESTAL SUITES 5,6, m CLR CLEAR GRN GRANITE PL PLATE VCR VITRIFIED CLAY PIPE 1,258/30=42OCC PA01 PLUMBING DETAILS . . C.M.T. CERAMIC MOSAIC TILE GS GALVANIZED STEEL PLAS PLASTER VOL VINYL COMPOSITION TILE EQUIPMENT IDENTIFIER ® z LIP CMu CONCRETE MASONRY UNIT GST GLAZED STRUCTURAL TILE PLYWD PLYWOOD VERT VERTICAL CHENEY DR. GSU GLAZED STRUCTURAL UNITS VEST VESTIBLE N C.O. CLEAN OUT PNL PANEL FLOOR FINISH COL COLUMN GWi GLAZED WALL TILE PNT PAINT ED VF VINYL FABRIC XXXX-00 GYP GYPSUM ( ) VG VERTICAL GRAIN IDENTIFIER COMP COMPOSITION PORC PORCELAIN VOL VOLUME CONC CONCRETE PORT PORTABLE 93 CONN CONNECTION H/C HANDICAPPED VT VINYL TILE CEILING HEIGHT VTR VENT THROUGH ROOF CLNG HT 0'-0" CONST CONSTRUCTION HB HOSE BIBS PR PAIR IDENTIFIER PREFAB PREFABRICATE(D) VFW VENT THROUGH WALL N.T.S. CONT CONTINUE(OUS) HDBD HARDBOARD PREFIN PREFINISHED VWC VINYL WALL COVERING CONTR CONTRACT HC HOLLOW CORE TWIN FALLS,ID PROJ PROJECT PARKING COUNT CORR CORRIDOR HDR HEADER PROPL PROPERTY LINE W WEST or WIDE IDENTIFIER O CPT CARPET HDRL HANDRAIL PSC PRESTRESSED CONCRETE W/ WITH CS K CASEMENT HDWD HARDWARE PMTL PRESSED STEEL W,G WHEELCHAIR EXITING DIAGRAM FIRE DEPARTMENT NOTE CS MT CASEMENT HDWR HARDWARE PT PRESSURE TREATED CST CAST STONE HDJT HEAD JOINT RTC POST TEN CONCRETE W/0 WITHOUT KEY NOTE IDENTIFIER XXX REFER TO KEY NOTE LEGEND HI HIGH or HEIGHT WE WOOD BASE CT CERAMIC TILE PUSS POLYURETHANE MODIFIED TRAVEL DISTANCE, HM HOLLOW METAL WC WATER CLOSET •--- -----� CTR CENTER WC \\ ALL TRAVEL DISTANCE IN THE BUILDING<250'-0".THIS IS CODE COMPLIANT. 1.FOR FIRE SPRINKLER SYSTEM TI/REMODEL:IF CONSTRUCTION WILL MOVE CU FT CUBIC FEET HORIZ HORIZONTAL PUS POLYURETHANE SEALANT WCO WOOD-CASED OPENING INTERIOR WALL IJ REFER TO LEGEND OR ALTER THE EXISTING SYSTEM,IT MAY NEED TO BE EVALUATED BY THE CV CEILING VENT HP HORSEPOWER PVC POLYVINYL CHLORIDE WD WOOD FINISH IDENTIFIER OF WALL FINISHES E ACCESSIBLE SHOP IDAHO STATE FIRE MARSHAL'S(ID SFM)OFFICE TO ENSURE CODE COMPLIANCE HPT HIGH POINT WDW WINDOW PATH OF TRAVEL PVMT PAVEMENT D DEPTH AR HOUR WG WIRE GLASS (20181FC 903&NFPA 13,2019 ED.)AND HYDRAULIC CALCULATIONS. d PENNY(AS IN NAIL- 10d) HT HEIGHT qT QUARRY TILE WH WATER HEATER TOTAL AREA:±3,586 SF HT HEATING WI WROUGHT IRON EXTERIOR FINISH& AA MATERIAL LETTER ±3,568 SF/60 OLF =60 OCC. DEL DOUBLE QTY QUANITY 2.GC TO VERIFY AND MAKE A STATE LICENSED FIRE SPRINKLER CONTRACTOR DEMO DEMOLITION HTR HEATER WM WIRE MESH MATERIAL IDENTIFIER XX FINISH/COLOR NUMBER TOTAL OCC.:60 OCC. TO SUBMIT PLANS TO THE ID SFM FOR ACCEPTANCE IN CASE OF SIGNIFICANT DER DEPRESSED HVAC HEATING/VENTILATION/AIR R RADIUS WR WATER RESISTANT (REFER TO EXTERIOR FINISH 1-500 OCC.=2 EXITS REQUIRED. CHANGES OF FIRE SPRINKLER SYSTEM. DEPT DEPARTMENT CONDITIONING RE RUBBER BASE WSCT WAINSCOT SCHEDULE FOR DETAILS) EXIT DET DETAIL HWM HEAVY GAUGE WIRE MESH RD ROOF DRAIN WT WEIGHT i 2 EXITS PROVIDED. WTW WALL TO WALL ; EXIT WIDTH: 60 X 20 =12.0"REQ'D MIN. 3.CONTACT INFO: DH DOUBLE HUNG REBAR REINFORCING STEEL ELEVATION LABEL 0° ELEVATION i r-----Y--- J (' ) WWF WELDED WIRE FABRIC ' IDAHO STATE FIRE MARSHAL,SFM.PLANREVIEW@DOI.IDAHO.GOV. DIM DIAMETER IR IRON RECEP RECEPTACLE - I i 10$"PROVIDED DIM DIMENSION ID INSIDE DIAMETER RECEPT RECEPTION WWM WOVEN WIRE MESH (ROOF HEIGHTS) TO_ TOP OF[SPECIFIED OBJECT] ExR i I I i r_____E____ DISP DISPENSER DENT IDENTIFICATION REF REFERENCE jl i I � - NEW WORK/CHANGES SHALL NOT BE COVERED UP PRIOR TO FIRE INSPECTION. DISPOS DISPOSAL ILL UM ILLUMINATED RELO RELOCATED ELEVATION LABEL ii i I MAJOR-1 FIRE INSPECTION LINE:208-735-7338 DIV DIVISION IN INCH REQD REQUIRED (DETAILS/ li �'i' i NO. Description Date DL DEAD LOAD INCL INCLUDE(D)(ING) RESIL RESILIENT /� 1ST FLOOR TOP OF OBJECT] it i i DN DOWN INFO INFORMATION SECTIONS/ q ELEV.O'-0"AFF-ELEVATION II I TOTAL AREA:_23,483SF Project No.: 23.043.10/30 DO DOOR OPENING INSUL INSULATION REV REFLECT(D or REVISED ELEVATIONS) ii �, i ° ±23,483 SF/60 OLF=392 OCC. Drawn By: -- DR DOOR INT INTERIOR RFRG REFRIGERATOR II � , �,.� _ TOTAL OCC.:392 OCC. URN DRAIN INTM INTERMEDIATE II i RevieviedB: -- D.F. DRINKING FOUNTAIN IAV INVERT(ED) RMTR ROOM TER \v i2�, SCOPE OF WORK i �� i �N 1-5000CC.=2EXITSREQUIRED. y _____ O 2 EXITS PROVIDED. scale: AS NOTED Ds DOWNSPOUT P RON PIPE RND ROUND ? •----- � o o EXIT WIDTH: 392 X(.20)=78.4"REQ'D MIN. Date: 04.12.2024 DSP DRY STANDPIPE RO ROUGH OPENING THIS PERMIT A •------, 4 DWG DRAWING JAN JANITOR ROW RIGHT OF WAY I R`m N O I 108"PROVIDED Filename: -- DWR DRAWER JCT JUNCTION RSR RISER ,p 1. EXTERIOR REMODEL:ENTRY CANOPY FOR SHOP AND MAJOR-2. i JST JOIST RUB RUBBER c',p IZ i �{ Sheet Title: E EAST JT JOINT 2.LOADING AREA,TRASH ENCLOSURE,AND RAMP UPGRADE .i1, A i I MAJOR-2 RWD REDWOOD 90 qy, 9� W 3.DEMISING WALL FOR FOUR(3)TENANT SPACES. EA EACH L an i EIFS EXTERIOR INSULATION FINISH KIT KITCHEN 4.ELECTRICAL SERVICE DESIGN FOR(3)TENANT SPACES. ?�y O`� TOTAL AREA:±20,355 SF s SOUTH STUBSSHOP a F 5.HVAC UTILITY N FOR FUTURE TENANT SPACES. O TITLE SYSTEM sc SOLID CORE i • i ±20,355 SF/60 OLF=340 OCC. EJ EXPANSION JOINT LAB LABORATORY SCHED SCHEDULE 6.HVAC DESIGN. r___ i EL ELEVATION LADR LADDER 7.ACCESSIBLE PARKING UPGRADE. F - TOTAL OCC.:340 OCC. SHEET SCUT SCUTTLE ,'„ 1-500 OCC.=2 EXITS REQUIRED. CITY APPROVED PLANS ELEC ELECTRICAL LAM LAMINATED) SD STORM DRAIN W I Reviewed for Code Compliance ELEV ELEVATOR LAV LAVATORY SECT SECTION I 2 EXITS PROVIDED. DEFERRED SUBMITTAL IXIT Pamit 2aosso ELAST ELAsioMERlc LB LAG BOLT SEC SEQUENCE � W EXIT WIDTH: 340 X(.20)=88.4"REQ'D MIN. EMERG EMERGENCY LBR LUMBER SF SQUARE FEET 1. PLANS MUSTBE KEPTON JOB ENAM ENAMEL LG LENGTH SFGL SAFETY GLASS AUTOMATIC FIRE SPRINKLER SYSTEM �L L_ 144 PROVIDED SITE FOR ALL INSPECTIONS � �-�-- -- � ENCL ENCLOSE(URE) LIN LINEAR SFTU STRUCTURAL FACING TILE UNIT 2.FIRE ALARM SYSTEM EXIT ENTR ENTRANCE LKR LOCKER SH SHELF, SHELVING o"1ea:osloruzoza Sheet#: EPS EXPANDED POLYSTYRENE LPT LOWPOINT SHR SHOWER ®T® ®T * EXIT REQUIREMENT SHALL BE FINALIZED Pe 1 of 40 ^ EQ EQUAL or EQUIVALENT T LIGHT SHT SHEET SEPARATE PERMIT BY FUTURE TENANT 1 1 EQUIP EQUIPIMENT LTG LIGHTING - - - (S) 1 _ 1 0 1 EST ESTIMATE(D) LW LIGHTWEIGHT Sim SHEATHING SIM SIMILAR 1. SIGNAGE MAJOR-1 'T 'T T MAJOR-2 © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1 ST PrCHgeU�pQULof 47022724 DESIGN CONDITIONS HVAC GENERAL NOTES LEGEND LEGEND LOCATION:TWIN FALLS,ID 1. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMIT FEES,INSPECTIONS,AND 25. CONNECT MAIN DUCT TO AIR CONDITIONING UNIT WITH WEATHERPROOF FLEXIBLE CONNECTION. SYMBOL&ABBREVIATION DESCRIPTION SYMBOL&ABBREVIATION DESCRIPTION Ito OUTSIDE: SUMMER: 94°FDB/64°FWB LICENSES REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. PROVIDE SUN SHIELD OVER ENTIRE FLEXIBLE CONNECTION IF EXPOSED TO WEATHER.FLEXIBLEDIET DETAIL SAISUP SUPPLY AIR(RISEIDROP) WINTER: 3"F DB CONNECTIONS SHALL BE 12"IN LENGTH.INSIDE: SUMMER: 72-F(MAXIMUM)50%FIR 2. CONTRACTOR MUST BE REGISTERED,HAVE NECESSARY LICENSES,OBTAIN NECESSARY PERMITS, DH DUCT HEATER RArRET RETURN AIR DUCT(RISE/DROP) WINTER: 70°F(MINIMUM). AND HAVE CONSENT FROM ALL GOVERNMENTAL AGENCIES TO CARRY OUT THE WORK OF THE 26. CONTRACTOR SHALL FURNISH TO TENANT AND PLACE INTO STORAGE FOR TENANT ONE COMPLETEEAIEXH EXHAUST AIR DUCT(RISFIDROP)CONTRACT. SET OF REPLACEMENT FILTERS AND DRIVE BELTS FOR ALL NEW H.V.A.C.EQUIPMENT ON THIS DISCH DISCHARGEPROJECT. CEILING DIFFUSERISUPPLY REGISTER 3. ALL WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT SMACNA DMPR DAMPER CDISR (ARROWHEAD REPRESENTS NUMBER OF THROW) STANDARDS,CURRENT ASHRAE GUIDELINES,AND ALL APPLICABLE STATE AND LOCAL BUILDING 27. FURNISH AND INSTALL FIRE,SMOKE,OR COMBINATION FIRE/SMOKE DAMPERS WHERE SHOWN ON DP DEW POINT (4-WAY TYPICAL IF NO ARROWS) CODES. PLANS OR AS REQUIRED FOR A COMPLETE INSTALLATION.CONTRACTOR SHALL COORDINATE WITH MATT E. MAJEED,ARCHITECT FIRE-RATED CEILING AREAS AND WALLS AS INDICATED ON ARCHITECTURAL DRAWINGS AND LOCAL DPS DIFFERENTIAL PRESSURE SENSOR ®-,- RRIRG RETURN REGISTERIGRILLE 4. CONTRACTOR SHALL REMOVE AND HAUL AWAY FROM THE PREMISES ALL UNUSED MATERIALS AND CODE REQUIREMENTS.THIS NOTE SHALL TAKE PRECEDENCE OVER ANY OMISSIONS ON THE DEBRIS RESULTING FROM THE PERFORMANCE OF THE CONTRACT AND SHALL BEAR THE COST OF DRAWINGS. ®-+- EWEG EXHAUST REGISTER/GRILLE T 2161 ©218.�0.1587 DR DRAIN DISPOSAL. DUC DOOR UNDERCUT RECTANGULAR DUCT ELBOW WITH TURNING VANES 7100E.Plilmd�YKg� al44131 28. CONTRACTOR SHALL FURNISH AND INSTALL DUCT ACCESS DOORS AND CEILING ACCESS PANELS AT 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF WALLS,ROOF,AND FLOORS, LOCATIONS AS NECESSARY TO SERVICE DAMPERS TO PROVIDE MAINTENANCE FOR EQUIPMENT. DWG DRAWING FC FLEXIBLE CONNECTION INCLUDING SAW CUTTING AND CORE DRILLING.ANY CUTTING AND DRILLING REQUIRED OF ALL CEILING ACCESS PANEL LOCATIONS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO EAT ENTERING AIR TEMPERATURE MVD MANUAL VOLUME DAMPER STRUCTURAL ELEMENTS THAT IS NOT SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE INSTALLATION. ELECTRICAL CONTRACTOR Seal: EC OWNERS REPRESENTATIVES ATTENTION PRIOR TO PERFORMING THE WORK.CONTRACTOR SHALL i FD FIRE DAMPER SUBMIT PROPOSED LOCATIONS AND SIZES OF SUCH A CUTTING AND DRILLING FOR APPROVAL. 29. CONTRACTOR SHALL PROVIDE&INSTALL DUCT MOUNTED SMOKE DETECTORS IN AIR DISTRIBUTION ECON ECONOMIZER CONTRACTOR SHALL COORDINATE ALL WORK PERFORMED BY OTHERS WITH GENERAL SYSTEMSWHERE AIRFLOW IS GREATER THAN 2000 CFM.MECHANICAL CONTRACTOR SHALL WIRE I I (L) DUCT LINING(1-THICK UNLESS OTHERWISE NOTED) CONTRACTOR. DUCT SMOKE DETECTOR TO SHUT DOWN FAN,AND ELECTRICALffIRE ALARM CONTRACTOR SHALL ECU EVAPORATIVE COOLING UNIT SINGLE LINE DUCT BRANCH TAKE-OFF cS�C�" WIRE IT TO THE FIRE ALARM SYSTEM FOR SUPERVISION AND SHUTDOWN. tCEN5E0 ACIES EER ENERGY ENERGY EFFICIENCY RATIO 6. CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO SUBMITTING THEIR BID AND DUCT TRANSITION(RECTANGULAR TO ROUND) TO HAVE EXAMINED AND FAMILIARIZED THEMSELVES WITH THE SITE CONDITIONS.THEY SHALL 30, CONTRACTOR SHALL FURNISH AND INSTALL SUPPORTS,HANGERS,UPPER&LOWER ATTACHMENTS, EF EXHAUST FAN FLEX FLEXIBLE DUCT COMPARE THE DRAWINGS AND SPECIFICATIONS WITH THE RESULTS OF THEIR EXAMINATION OF THE AND ANCHORS REQUIRED TO INSTALL ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED 18793 ENGINEERING SITE AND CONFIRM THAT ALL REQUIREMENTS FOR COMPLETE H.V.A.C.MAY BE FULFILLED.NO UNDER THIS CONTRACT.DUCTWORK AND PIPING SHALL NOT BE SUPPORTED FROM THE ROOF DECK. E EXISTING T TSTAT PROGRAMABLE THERMOSTAT /C Lr 400 N.McCarthy Blvd,sts 250 EXTRA PAYMENTS WILL BE ALLOWED TO THE RV.A.C.CONTRACTOR DUE TO UNFAMILIARITY WITH UPPER ATTACHMENTS FOR HANGING DUCT SHALL BE SUPPORTED FROM BEAMS,JOISTS OR EFF EFFICIENCY TS TEMPERATURE SENSOR s Milpitas,CA 95036 THE SITE CONDITIONS. SUPPLEMENTARY STRUCTURAL MEMBERS PROVIDED BY MECHANICAL CONTRACTOR. j4rf OF ph:(408)522-5255 EQUIP EQUIPMENT HUMIDITY SENSOR CARS�. fix:(408)5225260 7. CONTRACTOR SHALL SUBMIT BID BASED ON THE DRAWINGS,AND PROVIDE ALTERNATE BID FOR 31. PROVIDE TURNING VANES AT ALL MITERED ELBOWS,OPPOSED BLADE BALANCING DAMPERS WITH ESP EXTERNAL STATIC PRESSURE '^ info@acies.net VALUE-ENGINEERED COST SAVINGS.CONTRACTOR SHALL EVALUATE DUCT CONSTRUCTION FOR AIR LOCKING QUADRANTS AT BRANCH DUCTS,VOLUME DAMPERS,SPUTTER DAMPERS,AND ANY OTHER S CO2 CO2 SENSOR Copyright©2024 DISTRIBUTION MAIN TRUNKS AND PROVIDE VALUE-ENGINEERED ALTERNATE FOR COST SAVINGS TO APPLICABLE DEVICES NECESSARY FOR MINIMUM DUCT RESISTANCE AND PROPER AIR BALANCING. ET EXPANSION TANK SO DUCT SMOKE DETECTOR THE OWNER. ALL DAMPERS OR SPUTTERS SHALL BE SUFFICIENTLY STIFFENED TO PREVENT NOISE OR VIBRATION EH ELECTRIC HEATER AND SHALL BE FITTED WITH AN ACCESSIBLY-LOCATED ADJUSTER. �F-f't FD FIRE DAMPER 8. THE TENANT RESERVES THE RIGHT TO ACCEPT AND/OR REJECT ANY OR ALL BIDS, EVAP EVAPORATIVE COOLER FS FSD COMBINATION FIREISMOKE DAMPER AProject for: 32. CONTRACTOR SHALL FURNISH AND INSTALL DAMPERS,LINKAGES,AND ACTUATORS REQUIRED FOR 9. TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE MATERIALS BEFORE,DURING,AND AFTER AIR FLOW CONTROL SYSTEM.DAMPERS SHALL BE OPPOSED BLADE WITH RUBBER GASKETS. EWT ENTERING WATER TEMPERATURE LE ZD ZONE DAMPER INSTALLATION.IN THE EVENT OF DAMAGE,IMMEDIATELY REPAIR ALL DAMAGED AND DEFECTIVE ACTUATORS SHALL BE"BEUMO"NO-LINKAGE TYPE OR"HONEYWELL"WITH LINKAGE.ACTUATOR EXCH EXCHANGER WORK TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. MOTORS SHALL BE 24 VOLT WITH SPRING RETURN AND MANUAL OVERRIDE FOR EMERGENCY. -Co- CD CONDENSATE DRAIN 10. AS BUILT DRAWINGS SHOWING DIMENSIONS AND LOCATIONS OF PIPES,DUCTS,AND EQUIPMENT 33. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS.DUCTWORK SHALL BE INSULATED OR LINED AS EXH EXHAUST 0 DIA. DIAMETER EXIST EXISTING rt SHALL BE SUBMITTED TO THE ARCHITECT,ENGINEER,TENANT,AND OWNER AT CONCLUSION OF SHOWN ON DRAWINGS.ALL DUCTWORK EXPOSED ON ROOF SHALL BE INTERNALLY LINED UNLESS -DL- DL DOOR LOUVER v CONSTRUCTION. OTHERWISE INDICATED OR SPECIFIED. EXP EXPANSION -UC- UC DOOR UNDERCUT(3/4"MINIMUM) 11. THE ARCHITECT/ENGINEER SHALL HAVE THE RIGHT TO ACCEPT AND/OR REJECT MATERIALS, 34. ALL SUPPLY AND RETURN AIR DUCTWORK CONCEALED ABOVE CEILINGS SHALL BE INSULATED AND EXT EXTERIOR 41, POC POINT OF CONNECTION Q EQUIPMENT,AND/OR WORKMANSHIP,AND SHALL APPROVE ONLY WHEN THE CONTRACTOR HAS WRAPPED WITH TWO INCH FIBERGLASS INSULATION WITH FOIL FACED VAPOR BARRIER. FC FAN COIL UNIT v C) COMPLIED WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. REFRIGERANT SUCTION PIPING SHALL BE INSULATED WITH ARMAFLEX AND JACKETED WHEN FURNISHED AND INSTALLED BY MECHANICAL EXPOSED TO THE OUTDOORS.CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH ARMAFLEX. FD FIRE DAMPER O CONTRACTOR. UJ 12. CONTRACTOR SHALL SUBMITEUIPMENAWINGSTOALS.SHOP IINGS NEER SHALLFOR CLEARLY PRIOR TO FLEX FLEXIBLE M ORDERING OR INSTALLING EQUIPMENT OR MATERIALS.SHOP DRAWINGS SHALL CLEARLY IDENTIFY 35. CONTRACTOR TO PROVIDE 1"ACOUSTICAL FIBERGLASS DUCT LINER FOR APPROXIMATELY 10'-0" FURNISHED AND INSTALLED BY ELECTRICAL O ■ � • Q SUBSTITUTIONS ON EQUIPMENT AND MATERIALS,AND SHALL CLEARLY IDENTIFY ALL PERTINENT FROM UNITS ON BOTH SUPPLY AND RETURN DUCTS. FUR FLOOR CONTRACTOR. DATA TO SUBSTANTIATE THE EQUALITY OF THE PRODUCT.THIS CONTRACTOR SHALL SUBMIT FL SW FLOW SWITCH FURNISHED BY MECHANICAL CONTRACTOR AND TO-SCALE DUCTWORK SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 36. ROUND AND RECTANGULAR DUCTWORK ARE INTERCHANGEABLE TO AVOID OBSTRUCTIONS IF M© INSTALLED BY ELECTRICAL CONTRACTOR. CROSS-SECTIONAL AREAS ARE EQUIVALENT,CONTRACTOR IS TO VERIFY THE EXACT AVAILABLE FLTR FILTER II Q 13. WORKMANSHIP SHALL BE OF THE BEST QUALITY AND ONLY COMPETENT MECHANICS,SKILLED IN CEILING SPACE AND INTERCHANGE THE DUCT SIZE TO FIT THE CEILING SPACE WITHOUT ADDITIONAL LJJ CM THEIR RESPECTIVE TRADES,SHALL BE EMPLOYED. COST. FPM FEET PER MINUTE SD-1 (SD-SUPPLY DIFFUSER,RD-RETURN DIFFUSER,E-EXHAUST) O � 14. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR 37. INSTALL VOLUME CONTROL DAMPERS AT EACH SUPPLY DIFFUSER AND WHERE NECESSARY TO FPT FAN POWERED TERMINAL 100 AIR QUANTITY IN CFM L~ Q COORDINATING THEIR WORK WITH ALL OTHER TRADES.THIS INCLUDES COORDINATING THE CONTROL AIR FLOW IN THE DUCT SYSTEMS. FSD FIRE SMOKE DAMPER ' I I Lj i LOCATION AND SIZE OF ALL OPENINGS,LOCATIONS OF EQUIPMENT,PADS,AND CHANGES IN AC MECHANICAL EQUIPMENT DESIGNATION W ELEVATION OF DUCTWORK,PIPING,AND OTHER EQUIPMENT. 38. EXHAUST TERMINATIONS SHALL BE MINIMUM 10'-0"AWAY FROM OR T-0"ABOVE ANY FRESH AIR FSS FLOW SENSING SWITCH 0DESIGNATED NUMBER J INTAKE,OPERABLE WINDOWS,AND DOORS,AND MINIMUM 10'-0"ABOVE GRADE. FURN,FAU FURNACE AIR UNIT 1 � J 15. ALL MECHANICAL TRIM/FINISHES SHALL BE COLORED AS PER ARCHITECT REQUIREMENTS. w Q CONTRACTOR SHALL VERIFY COLOR REQUIREMENTS WITH THE ARCHITECT PRIOR TO ORDERING 39. PROVIDE BACKDRAFT DAMPER FOR ALL EXHAUST AIR INLETS UNLESS OTHERWISE NOTED PER GA. GAGE/GAUGE AJC,AC,ACU AIR CONDITIONING UNIT O jL AIR INLETS/OUTLETS,WALL LOUVERS,AND THERMOSTATS. CODE. GC GENERAL CONTRACTOR ADD ADDITION z 16. COORDINATE THE LOCATIONS OF ALL CEILING DIFFUSERS,REGISTERS,AND GRILLES WITH THE 40. PROVIDE ALL FRESH AIR INTAKES AND EXHAUST OUTLETS WITH HOOD WITH 1/4"GALVANIZED MESH HP HEAT PUMP ADJ ADJUSTABLE rt J 0- ARCHITECTURAL REFLECTED CEILING PLAN,ELECTRICAL LIGHTING LAYOUT,AND ARCHITECTURAL SCREENS. HSTAT HUMIDISTAT v _L ROOM ELEVATIONS. AFF ABOVE FINISHED FLOOR 41. ALL CEILING DIFFUSERS ARE 4-WAY UNLESS OTHERWISE NOTED.DIFFUSERS AND REGISTERS SHALL HVAC HEATING,VENTILATING,AND AIR CONDITIONING w GO 17. FIELD-BUILT SLEEPERS OR PLATFORMS FOR ROOF-MOUNTED EQUIPMENT,ROOF PENETRATIONS, BE TITUS,KRUEGER,ADP,METALAIRE,ANEMOSTAT OR EQUAL. AFS AIR FLOW SENSOR CUTTING,AND PATCHING BY GENERAL CONTRACTOR. HW HOTWATER AHU AIR HANDLER UNIT TitD 42. ALL EXPOSED MATERIALS WITHIN A RETURN AIR PLENUM SHALL BE NON-COMBUSTIBLE OR SHALL HWP HOT WATER PUMP ALT ALTERNATE �_ 1 18. LINE VOLTAGE WIRING,CONDUIT,DISCONNECT SWITCHES,AND FINAL TERMINATIONS BY HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT /JLL�^,// ELECTRICAL CONTRACTOR.LOW VOLTAGE WIRING,CONDUIT,AND FINAL TERMINATIONS BY MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84, HWR HOT WATER RETURN AMg AMBIENT v /, ///�� MECHANICAL CONTRACTOR. HWS HOT WATER SUPPLY �/ , 43. CONTRACTOR IS RESPONSIBLE FOR SIZING REFRIGERANT LINES PER MANUFACTURER'S AMP AMPERE v/ O 19. ALL LINE VOLTAGE CONTROLS INCLUDING STARTERS,RELAYS,CONTACTORS,TRANSFORMERS,ETC. RECOMMENDATIONS,FIELD MEASURED TOTAL EQUIVALENT LENGTHS,AND VERTICAL LIFTS,AND HWT HOT WATER TANK ANSI AMERICAN NATIONAL STANDARDS INSTITUTE SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL PROVIDE ALL NECESSARY COMPONENTS.CONTRACTOR. ` HZ FREQUENCY AP ACCESS PANEL 'X` 44. ALL MATERIALS AND EQUIPMENT PROVIDED ANDIOR INSTALLED UNDER THIS CONTRACTOR SHALL ID INSIDE DIAMETER AS AIR SEPARATOR W ` V 20. CONDENSATE DRAIN AND GAS PIPING SHALL BE BY PLUMBING CONTRACTOR. BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF BENEFICIAL OCCUPANCY.ANY DEFECTS IN MATERIALS AND/OR WORKMANSHIP OCCURRING DURING TIME PERIOD SHALL BE IN WC INCHES,WATER COLUMN AV AIR VENT 21. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND CONTROL DEVICES FOR THE REPAIRED OR REPLACED BY THIS CONTRACTOR AT NO COST TO THE OWNER.WARRANTY FOR KW KILOWATT BAPR BAROMETRIC PRESSURE COMPLETE INSTALLATIONS OF AN AUTOMATIC TEMPERATURE CONTROL SYSTEM. COMPRESSORS SHALL BE(5)YEARS,AND WARRANTY FOR HEAT EXCHANGERS SHALL BE(10) YEARS. LAT LEAVING AIR TEMPERATURE BARD BAROMETER 22. CONTRACTOR SHALL INSTALL ROOFTOP EQUIPMENT AT MINIMUM OF 10 FEET FROM ANY EDGE OF THE BUILDING WHEN PARAPET WALLS ARE LOWER THAN 42"ABOVE ROOF DECK.WHERE SUCH 45, CONTRACTOR SHALL SUBMIT A COMPLETE BALANCE REPORT FOR APPROVAL.THE REPORT SHALL LVR LOUVER BBD BOILER BLOW DOWN INSTALLATION IS NOT POSSIBLE,CONTRACTOR SHALL PROVIDE A 42"HIGH SAFETY RAIL. INCLUDE THE REQUIREMENTS DESCRIBED IN THE TEST AND BALANCE SPECIFICATION SECTION. LWT LEAVING WATER TEMPERATURE BCV BUTTERFLY CHECK VALVE CONTRACTOR SHALL FURNISH SEPARATE BALANCE REPORTS FOR GENERAL H.V.A.C.SYSTEMS AND 23. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT KITCHEN EXHAUST/MAKEUP AIR SYSTEMS,IF APPLICABLE.THERE SHOULD BE NO OUTSTANDING MCA MINIMUM CIRCUIT AMPACITY BDD BACK DRAFT DAMPER Client: MANUFACTURER'S RECOMMENDATIONS.PROVIDE ALL FITTINGS,TRANSITIONS,DAMPERS,VALVES, ITEMS ON THE REPORTS PRIOR TO CITY FINAL INSPECTION. MFR MANUFACTURER BFP BACK FLOW PREVENTER AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 46, PHOTOVOLTAIC ON ROOF WILL BE A DEFERRED SUBMITTAL AND SHALL BE INSTALLED PRIOR TO MECH MECHANICAL BFV BACK FLOW VALVE 24. ALL NEW H.V.A.C.EQUIPMENT,DUCTWORK,PIPING,VALVES,AND CONTROL COMPONENTS SHALL BE FINAL. MOCP MAXIMUMOVERCURRENTPROTECTION BHP BRAKE HORSEPOWER WOOD INVESTMENTS PLACED AND LABELED WITH A PERMANENT LAMINATED PLASTIC LABEL.SUBMIT LABELING TO ENGINEER FOR APPROVAL AS A FORMAL SUBMITTAL. N NEW BLDG BUILDING COMPANIES, INC. NA NOT APPLICABLE BLR BOILER NC NOISE CRITERIA,NORMALLY CLOSED BP BOILING POINT 14 CORPORATE PLAZA,SUITE 120, SH E ET I N D EX NIC NOT IN CONTRACT BTU BRITISH THERMAL UNIT NEWPORT BEACH,CA 92660 NO NORMALLY OPEN gV BALL VALVE NTS NOT TO SCALE gyp BY PASS DRAWING NUMBER DRAWING TITLE OA/OSA OUTSIDE AIR CA COMPRESSEDAIR Revisions: M0.1 MECHANICAL LEGEND,NOTES AND ABBREVIATIONS OBD OPPOSED BLADE DAM PER CAV CONSTANT AIR VOLUME M0.2 MECHANICAL SCHEDULES AND DETAILS OD OUTSIDE DIAMETER CB CIRCUIT BREAKER P PUMP CIC,CC COOLING COIL M0.3 MECHANICAL SPECIFICATIONS PD PRESSURE DROP CD CONDENSATE DRAIN M0.4 MECHANICAL COMPLIANCE PH PHASE CLG. CEILING M0.5 MECHANICAL COMPLIANCE POC POINT OF CONNECTION CO2 CARBON DIOXIDE M0.6 MECHANICAL COMPLIANCE PPM PARTS PER MILLION CONN. CONNECT/CONNECTION M3.1 MECHANICAL ROOF PLAN PREFAB PRE-FABRICATED CONT. CONTINUATION C PRV PRESSURE REDUCING VALVE,POWER ROOF VENTILATOR CONTR CONTRACTOR PSI POUNDS PER SQUARE INCH CFM CUBIC FEET PER MINUTE REQUIRED OUTSIDE AIR VENTILATION RATES 2018 IMC)Table 403.3.1.1) PTAC PACKAGED TERMINAL AIR CONDITIONER CH CHILLER Existing Major Shell Remodel-Shops,Twin Falls,ID R THERMAL RESISTANCE CHKV CHECK VALVE RH RELATIVE HUMIDITY CHWP CHILLED WATER PUMP AREA BASIS OCCUPANTBASIS Vbz Ez Voz Vpz Zpz Ev Vd Vot RHC REHEAT COIL CHWR CHILLED WATER RETURN RM ROOM CHWS CHILLED WATER SUPPLY OCCUPANCY '� R. Pz Occupant Rp Occupant- Zone Air Required RPM REVOLUTION PER MINUTE ZONE&AREA Area-Basetl Breathing Zone Ventilation Outdoor intake CKT CIRCUIT CATEGORY Density Based Distribution Zone Outdoor Zone Primary Primary Outdoor Outdoor Air Outdoor Air Rate (Table 6-1) Outdoor Air Outdoor Air Outdoor Airflow EBectrveness Airflow(CFM) Airflow(CFM) Air Fraction Efficiency Intake Flow flow design RTU ROOF TOP UNIT CLG CEILING Area Rate Rate(CFM) # Rate Rate(CFM) (CFM) (Table 6-2) (Table 6-3) (CFM) (CFM) REV REVOLUTION,REVISION (sf) (chm/100st) People (cfm/person) CO CARBON MONOXIDE,CLEAN-OUT Sales Area Retail 1793 0.12 215 + 27 15 7.5 2025 - 418 0.8 522 1750 522 RV RELIEF VALVE CO2 CARBON DIOXIDE RTUS-1 Subtotal 1793 215 + Z7 203 = 418 522 1750 522 530 SIS STAINLESS STEEL COEFF COEFFICIENT Sales Area Retail 1793 0.12 215 + 27 15 7.5 902.5 - 418 0.8 522 1750 522 SENS SENSIBLE COL COLUMN RTUS-2 Subtotal 1793 215 + 81 203 = 418 522 1750 522 530 SF SAFETY FACTOR COND CONDENSER,CONDENSING C- SMK SMOKE CONT CONTINUOUS REQUIRED OUTSIDE AIR VENTILATION RATES 018 IMC- ABLE 403.3.1.1) STN STRAINER COP COEFFICIENT OF PERFORMANCE(HEATING) No. Description Date TCV TEMPERATURE CONTROL VALVE CCP COOLING COIL PUMP Project No.: 23.043.10/30 Siena Trading Post Tenant Improvement,Tun Falls,ID TDV TRIPLE DUTY VALVE CP CONDENSATE PUMP Drawn By: AREA BASIS OCCUPANT BASIS Vbz Ez V. Vpz Zpz Ev Vd Vot TEMP TEMPERATURE CT COOLING TOWER Reviewed By: TONS TONS OF REFRIGERATION CTR COOLING TOWER RETURN Scale: Az Ra Pz RIP TSTAT THERMOSTAT CTS COOLING TOWER SUPPLY Date: OCCUPANCY Occupant Occupant- Zone Air Required ZONE&AREA Area-Based Breathing Zone Ventilation Outdoor intake CATEGORY Density Based Distribution Zone Outdoor Zone Primary Primary Outdoor Outdoor Air TYR TYPICAL CU CONDENSING UNIT Filename: Outdoor Air Outdoor Air Outdoor Air Outdoor AirBow Efficiency flow design Area Rate Rate(CFM) # (#/1000 s0 Rate Outdoor Air (CFM) Effectiveness Airflow(CFM) Airflow(CFM) Air Fraction (Table 6-3) Intake Flow (CFM) UON UNLESS OTHERWISE NOTED CV CONTROL VALVE Sheet Tale: Rate(CFM) (Table 6-2) CW COLD WATER (sf) (cfm/100sf) People (cfmlperson) V VOLTS Sales Area Retail 16010 0.12 1921 241 15 7.5 18075 = 3729 08 4661 16000 0 291 08 4661 VAV VARIABLE AIR VOLUME CWP COLD WATER PUMP RTU-2-1 thru 24 Subtotal 16010 1921 + 241 1808 = 3729 4661 18000 4661 4700 Offices Office Space 345 0.06 21 + 3 7.5 5.0 15 = 36 D.8 45 470 0,095 0.8 45 VSC VARIABLE SPEED CONTROLLER CWR COLD WATER RETURN MECHANICAL LEGEND, NOTES Dressing Room Retail 568 0.12 68 + 9 15 5.0 45 - 113 0.8 141 730 0.194 0.8 141 VVT VARIABLE VOLUME TERMINAL CWS CITY A P pA I?p RISubtotal 913 89 + 12 60 = 149 186 1200 186 200 we WET BULB TEMPERATURE dB Review d for6941BEarnpliance AND ABBREVIATIONS Support Areas Corridor 719 0.06 43 + 0 0 0.0 0 = 43 0.8 54 400 0.135 0.8 54 mir 24.eW Offices Office Space 169 0.06 10 2 7.5 5.0 10 - 20 0.8 25 250 0.101 0 8 25 4VT WEIGHT DB DRY BULB TEMPERA URE Lounge Break Room 375 0.12 45 + 6 15 5.0 30 = 75 0.8 94 550 0,170 0.8 94 DCV SITE F AL4 rF-OB LLED VENTILATION 7IJ-25 Subtotal 1263 96 + 6 40 - 138 173 1200 173 200 Processing ShippinglRec 1338 0.12 161 + 3 2 10.0 30 - 191 0.8 238 1600 0.149 1 238 DDC oared:osroer za-DIRECT ONTROIL Sheet#: RTU-2.7 Subtotal 1338 1fi1 + 3 30 = 191 238 1fi00 238 250 DEG page 23 or DEGREE DEPT DEPARTMENT '\/L BALANCE REPORT REQUIRED BEFORE FINAL INSPECTIO �,■` A /�O• © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK 2ND PLAN CHECK SUBMITTAL 07.27.23 1ST PPageUVl IALof 4702.27.24 INDOOR FANHEATING SHOPS - NEW PACKAGED GAS/ELECTRIC ROOFTOP UNIT SCHEDULE ELECTRICAL PHYSICAL DATA MANUFACTURER& AIR FILTER EQUIP.TAG SERVICE LOCATION MINIMUM MINIMUM REMARKS MODEL NOMINAL ENTERING AIR LEAVING AIR AMBIENT AIR MINIMUM MINIMUM ENTERING AIR LEAVING AIR AMBIENT AIR EFFICIENCY HEIGHT OUTSIDE AIR ESP TOTAL SENSIBLE MINIMUM WEIGHT SUPPLY AIR(CFM) (CFM) (in.H2O) MOTOR HP CAPACITY CAPACITY CAPACITY EER/IEER TEPERATURE TEMPERATURE TEMPERATURE HEATING INPUT HEATING EFFICIENCY% TEMPERATURE TEMPERATURE TEMPERATURE V/phI MCA MOCP (INCLUDING (LBS) (TONS) (MBH) (MBH) III°Fdb/°Fwb) (°Fdb/°Fwb) (°F) (MBH) OUTPUI (°F) (°F) (°F) CURB)(IN) W RTU-S-1 TRANE YSJ072 SHOP ROOF 2400 530 0.8 3 6 72 49 11114.E 80/67 55154 95 150 121.5 81 55 102 3 MERV-8 460/60Y3 18 20 fi5 1100 1-13 RTU-S-2 TRANEYSJ072 SHOP ROOF 2400 530 0.8 3 6 72 49 11114.E 80/67 55154 95 150 121.5 81 55 102 3 MERV-8 460/6013 18 20 65 1100 y13 MATT E. MAJEED,ARCHITECT Y16=1S1 ©Y1854 INI 1. NEW GAS/ELECTRIC PACKAGED ROOFTOP UNIT.DOWNFLOW DISCHARGE 5. FACTORY MOUNTED DISCONNECT SWITCH. 10. PROVIDE SMOKE DETECTOR IN RETURN AIR DUCT TO SHUT DOWN UNIT UPON SMOKE 1101 E PboM hY Rd,SBNe 3R0,13EYBMLId,al 44131 CONFIGURATION WITH CONDENSER COIL HAIL GUARD. DETECTION. 6, PROVIDE CONDENSATE DRAIN.SEE PLUMBING PLANS FOR ROUTING. 2. PROVIDE NEW FACTORY 24"ROOF CURB. 11, PROVIDE WITH DRY BULB ECONOMIZER,FAULT DETECTION AND DIAGNOSTICS,WITH 7. PROVIDE PROPER CLEARANCE FOR UNIT MAINTENANCE. BAROMETRIC RELIEF. Seal: 3. PROVIDE HINGED DOORS WITH MERV-8 FILTERS.REPLACE FILTERS AFTER CONSTRUCTION PRIOR TO FINAL. 8. PROVIDE WALL-MOUNTED PROGRAMMABLE THERMOSTAT,HONEYWELL T7350H. 12. PROVIDE WITH FACTORY MOUNTED VARIABLE FREQUENCY DRIVE OR 2-SPEED MOTOR. QIdAi 4. FACTORY MOUNTED UNPOWERED CONVENIENCE OUTLET, 9. PROVIDE WALL-MOUNT REMOTE TEMPERATURE SENSOR. O',.XcENS ACIES13. PROVIDE HIGH ALTITUDE KIT. ENGINEERING 400 NMil�s CA 95035arthy Blvd, e2�MAJOR 1 - NEW GAS/ELECTRIC ROOFTOP UNIT SCHEDUL - PART OF SHELL BUILDING PERMIT AND CONTRACT p„.(408)522-5255 fx:(408)5225260 INDOOR FAN COOLING CAPACITY HEATING CAPACITY-- i nfo@acies.net BASE OPERATING Copyright©2024 MANUFACTURER WEIGHT EQUIP.TAG SERVICE LOCATION REMARKS &MODEL SUPPLY AIR OUTSIDE NOMINAL EER/IEER HEATING INPUT HEATING OUTPUT THERMAL (WITHOUT CURB) (CFM) AIR(CFM) ESP(in.H20) MOTOR HP TONS TOTAL/SENSIBLE(MBH) (SEER) (MBH) (MBH) EFFICIENCY(%) V/ph/Hz MCA MOCP (Ibs) A Project for: RTU-2-1 YORK ZJ120N24 MAJOR ROOF 4000 1000 0.8 3.0 10.0 120.7/86.7 12.0/14.6 240 192 80 460/3/60 24.3 30 1500 1,2,3,4,6,7,8,9,11,12,13,14,15 RTU-2-2 YORKZJ15ON24 MAJOR ROOF 5000 1350 0.8 5.0 12.5 164.0/135.4 12.0/15.2 240 192 80 460/3/60 40.7 50 1800 1,2,3,4,6,7,8,9,10,11,12,13,14,15 RTU-2-3 YORKZJ15ON24 MAJOR ROOF 5000 1350 0.8 5.0 12.5 164.0/135.4 12.0/15.2 240 192 80 460/3/60 40.7 50 1800 1,2,3,4,6,7,8,9,11,12,13,14,15 Q RTU-2-4 YORKZJ12ON24 MAJOR ROOF 4000 1000 0.8 3.0 10.0 120.7/86.7 12.0/14.6 240 192 80 460/3/60 24.3 30 1500 1,2,3,4,6,7,8,9,10,11,12,13,14,15 J UJ RTU-2-5 YORK ZT037N72 MAJOR ROOF 1200 200 0.8 1.5 3 38.4/25.7 13.05 (17 05 120 96 80 460/3/60 12.4 15 1300 1,2,3,4,7,8,9,11,12,13,14,15 Q ~ RTU-2-6 YORK ZT037N12 MAJOR ROOF 1200 200 0.8 1.5 3 38.4/25.7 13.05(170) 120 96 80 460/3/60 12.4 15 1300 1,2,3,4,7,6,9,11,12,13,14,15 cc O (n O r W M RTU-2-7 YORK ZT049N12 MAJOR ROOF 1600 250 0.8 1.5 4 50.2/35.5 (17.5) 120 96 80 460/3/60 13.6 20 1400 1,2,3,4,7,8,9,11,12,13,14,15 O G 1 1 of REMARKS: NOTES: ) 1 L_j 1. PROVIDE WITH PREFABRICATED ROOF CURB(24"HIGH,WOOD NAILER,INSULATED 7. PROVIDE WITH DUAL ENTHALPY CONTROLLED ECONOMIZER WITH BAROMETRIC 12. PROVIDE TEMPORARY THERMOSTAT FOR UNIT OPERATION.REFER TO SECTION A. WEIGHTS INCLUDE BASE UNIT AND INTERNAL ACCESSORIES.ALLOWANCE SHALL BE < , 1m J DECKS). RELIEF. 15C.11 IN TJX OUTLINE SPECIFICATIONS. INCLUDED FOR ROOF CURBS OR CURB ADAPTERS AS NECESSARY. u) J B. CONTRACTOR SHALL INCLUDE TWO FILTER CHANGES-ORIGINAL EQUIPMENT FILTERS 2. PROVIDE WITH INTELLISPEED VFD FAN CONTROLLER. 8. PROVIDE WITH FACTORY INSTALLED SMOKE DETECTOR IN THE RETURN AIR 13. FURNISHED WITH MANUFACTURER'S 10 YEAR WARRANTY FOR HEAT EXCHANGERS ARE TO BE CHANGED WHEN(1)STORE FIXTURING STARTS,AND(2)WHEN STORE IS O < COMPARTMENT. AND COMPRESSORS. BEING STOCKED. 3. PROVIDE WITH BURGLAR BARS. C. ALL PACKAGED HVAC EQUIPMENT SHALL BE FURNISHED WITH YORK'S 9. PROVIDE WITH 2"PLEATED MERV 8 FILTERS. 14. PROVIDE WITH HIGH ALTITUDE KIT. MANUFACTURER EQUIPMENT VERIFICATION(MEV.SEE MEV NOTE BLOCK ON THIS 'R 0- 4. PROVIDE WITH FACTORY INSTALLEDANIRED DISCONNECT SWITCH;FACTORY SHEET. V L INSTALLED UNPOWERED 120V GFCI CONVENIENCE OUTLET RECEPTACLE, 10. PROVIDE WITH CO2 SENSOR.ECONOMIZER DAMPERS SHALL MODULATE BASED ON 15. PROVIDE WITH CONDENSATE OVERFLOW DEVICE PER IMC SECTION 307.2.3. DEMAND CONTROL VENTILATION REQUIREMENTS. Z w CO S. NOT USED. 11. RTU TO BE CONTROLLED BY BMS CONTROLS.REFER T SE TION 15.11 IN THE TJX T-I 6. PROVIDE WITH DUAL ENTHALPY CONTROLLED ECONOMIZER WITH POWERED OUTLINE SPECIFICATIONS. � � ,-J EXHAUST. /^Jr AD v/ O MAJOR 1 -YORK'S MANUFACTURER EQUIPMENT MAJOR 1 - BMS SYSTEM NOTES MAJOR 1 - NATIONAL ACCOUNTS X /4� VERIFICATION (MEV) BMS INTERFACE SUMMARY(REFER TO TJX SPECIFICATIONS FOR DETAIL INFORMATION) TJX GROUP OF COMPANIES HAS A NATIONAL ACCOUNT AGREEMENT WITH YORK AIR CONDITIONING.UNITS ARE OWNER FURNISHED.THE INSTALLING w ` 1 CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND ACCEPTING THE EQUIPMENT,VERIFYING PROPER QUANTITIES,PROVIDING TEMPORARY STORAGE, YORK MEV-(MANUFACTURER EQUIPMENT VERIFICATION).ALL HVAC PACKAGED EQUIPMENT SHALL BE FURNISHED WITH YORK'S EQUIPMENT VERIFICATION 1. GENERAL CONTRACTOR LABOR,PROPER INSTALLATION,AND ONE-YEAR LABOR WARRANTY. (MEV).MEV IS AN ONSITE EQUIPMENT INSPECTION AND REPORTING PROGRAM PURCHASED DIRECTLY THROUGH YORK NATIONAL ACCOUNTS AND CAN BE COORDINATED WITH YOUR YORK NATIONAL ACCOUNT CONTACT.MEV IS TO BE COMPLETED AFTER THE SUCCESSFUL INSTALLATION AND STARTUP OF THE 1.1. PROVIDE 4'XFPLYWOOD BACKBOARD IN ELECTRIC ROOM FOR BMS VENDOR TO MOUNT THEIR EQUIPMENT.PHONE AND ETHERNET JACKS FOR FOR COMPLETE INFORMATION ON THE OWNER FURNISHED HVAC EQUIPMENT,CONTACT YORK NATIONAL ACCOUNTS: HVAC PACKAGED EQUIPMENT ON THE PROJECT IS CONFIRMED WITH THE YORK MEV COORDINATOR.MEV WILL VALIDATE THAT THE EQUIPMENT HAS BEEN THE BMS CONTROLLER WILL ALSO BE LOCATED ON THIS BOARD BY SEPARATE TJX VENDOR. SAUL DIAZ INSTALLED AND IS OPERATING PER FACTORY AND TJX STANDARDS.SHOULD THERE BE ANY QUESTIONS REGARDING THE PROCESS OF COORDINATING MEV, SAUL.OMAR.DIAZ@JCI.COM PLEASE CONTACT YORK NATIONAL ACCOUNT MEV REPRESENTATIVE. 2. MECHANICAL CONTRACTOR DIRECT OFFICE PHONE:(405)419-6447 TOLL FREE:(800)484-9738 Client: YORK NATIONAL ACCOUNT(MEV)REPRESENTATIVE 2.1. MOUNT 2X4 J-BOX WITH CONDUIT(WIREMOLD IF EXPOSEDIN FINISHED AREAS)AT LOCATIONS DESIGNATED ON BMS CONTROLS SITE SPECIFIC JESSICA HUMES PLANS.THE J-BOXES SHALL BE MOUNTED 60"AFF EXCEPT IN FITTING ROOM LOCATIONS WHERE J-BOXES SHALL BE MOUNTED 84"AFF.ON SALES NOTE:ORDERING PROCEDURES SALES NATIONAL EQUIPMENT&CONTROLS FLOOR J-BOXES SHALL BE MOUNTED ON BACK SIDE OF COLUMNS WHEN VIEWED FROM FRONT OF STORE. NATIONAL ACCOUNTS YORK NATIONAL ACCOUNTS DEPARTMENT WILL ORDER EQUIPMENT AND COORDINATE SHIPMENT WITH THE SUCCESSFUL HVAC CONTRACTOR.THE GLOBAL PRODUCTS 2.2, PROVIDE PERMANENT STRANDED 10 AWG NON SHIELDED CABLE(1818 IF THE RTU IS EQUIPPED WITH A CO2 SENSOR)FROM EACH ROOFTOP UNIT HVAC CONTRACTOR WILL BE RESPONSIBLE FOR DELIVERY COORDINATION,RECEIVING,AND INSTALLATION AS DESCRIBED IN THE SPECIFICATIONS. WOOD OOD INVESTMENTS TO THE BMS T-STAT LOCATION SHOWN ON THE BMS PLAN THAT SUPERSEDES ANY MECHANICAL PLAN LOCATIONS.ALL CONTROL DEVICES SHALL CONTACT:JESSICA HUMES AT Jesau.Humes@jci.com BE APPROPRIATELY IDENTIFIED AND PERMANENTLY ATTACHED. STANDARD LEAD-TIME FOR YORK RTU HVAC EQUIPMENT IS FOUR(4)WEEKS MANUFACTURING PLUS ONE(i)WEEK TRANSPORTATION DEPENDING ON COMPANIES INC. DIRECT:405-320-3755 THE LOCATION WITHIN THE 48 STATES.ANY NON-STANDARD OPTION MAY ADD TO THE STANDARD MANUFACTURING LEAD-TIME AND WILL BE QUOTE REQUEST&TECH SERVICES:800-491-9738 2.3. TEMPORARY THERMOSTATS SHALL BE INSTALLED NEAR THE ROOFTOP UNITS. CONFIRMED AT PLACEMENT OF ORDER. 14 CORPORATE PLAZA,SUITE 120, www.johnsanoontrols.com 'HVAC EQUIPMENT WITH THE FACTORY TECHINCOAT COATING OF THE CONDENSER AND EVAPORATOR COILS WILL HAVE AN ELEVEN(11)WEEK www.york.cominationalaccounts.com 24. HVAC EQUIPMENT SHALL HAVE HAD MANUFACTURER'S RECOMMENDED STARTUP PROCEDURE PERFORMED AND BE OPERATIONAL IN ALL MODES LEAD-TIME NEWPORT BEACH,CA 92660 BEFORE ARRIVAL OF BMS CONTROLS REPRESENTATIVE FOR FINAL BMS INSTALLATION. NOTE:EQUIPMENT STARTUP INSTRUCTION 2.5. IN COLD WEATHER THE CONTRACTOR SHALL PROVIDE TEMPORARY THERMOSTAT TO OPERATE THE HEATERS IN RECEIVING. YORK IS RESPONSIBLE FOR STARTUP AND COMMISSIONING OF THE HVAC EQUIPMENT 2.6. BASEBOARD HEATERS SHALL BE FACTORY EQUIPPED WITH INTEGRAL THERMOSTATS AND INSTALLED IN ALL OFFICES,LOUNGE,RESTROOMS,AND Revisions: SECURITY OFFICES WITH AT LEAST ONE EXTERIOR WALL WHEN LOCATED IN CLIMATE ZONES 4AND 5,THE CIRCUITING FOR BASEBOARD HEATING SHALL BE THROUGH GE RELAY PANEL. PROVIDE CONDENSATE OVERFLOW 2.7. ELECTRIC VESTIBULE HEATERS SHALL BE FACTORY EQUIPPED WITH LOW VOLTAGE CONTROLS,INCLUDING BUT NOT LIMITED TO THE FOLLOWING: POWER CONTACTORS,LOW VOLTAGE TRANSFORMER,AND TWO WIRE FIELD TERMINATION CONTROL POINT. DEVICE PER IMC SECTION 307.2.3 3. ELECTRICAL CONTRACTOR 3.1. REFER TO ELECTRICAL PLANS FOR REQUIREMENTS AND COORDINATION INFORMATION. THE FOLLOWING EQUIPMENT FALLS UNDER THE YORK(JOHNSON CONTROLS)NATIONAL ACCOUNT AGREEMENT: HVAC EQUIPMENT:YORK GAS UNIT HEATER:STERLING C- EXHAUST FANS:PENNBARRY DIFFUSERS,GRILLES,REGISTERS:TUTTLE&BAILEY AND AES NO SUBSTITUTIONS WILL BE ALLOWED OUTSIDE AIR HDDD i ROOFTOP HEAT PUMP UNIT AS SCHEDULED SUPPLY OR RETURN NOTE: AIR DUCT INSTALLATION OF CURB AIR & WATERTIGHT PENETRATION, TYP. 114"SCREWS(TYP. INCLUDING LEVELING BY GENERAL SEALING GASKET [-----UNIT CASING GASKET CONTRACTOR. FLASHING & COUNTER 0 m WICURB) CD SEE PLUMBING UNIT FLASHING BY G.C. / 0 UNIT BASE RAIL, BUILT UP ROOF ROOF UP OVER CURB PER 0 14 GAUGE STEEL. ARCH. DETAILS BY BLDGL7J Yy No. Description Date OWNER O SECURE HOLD DOWN TO UNIT SECURE HOLD DOWN TO p 1 FACTORY CURB WI BRACKET(SEE UNIT BASE RAIL W/ Project No.: 23.043.10/30 }1 DET.THIS BHT.) CURB WITH SC WS x "TEK FACTORY CURB SUPPLIED W/ 0 3314" r. SCREWS, TYPICAL SC WS z " TEK Drawn By: UNIT INSTALLED BY G.C. 'r * NAIL SCREWS, TYPICAL. $� 1l4"SCREWS(TYP.) NAIL FLASHING TO WO Reviewed By: Scale: ROOF STRUCTURE COUNTER FLASHING&CANT WOOD NAILER BY CURB MFR. STRIP BY ROOFING CONTR. Date: FOUR BRACKETS REQUIRED PER UNIT � Filename: 14" HIGH CURB BY UNIT MFR. STRUCTURE REINFORCEMENT CURB BUILT-UP ROOFING "MICROMETL" UNIT HOLD DOWNS, Sheet Title: FOR NUMBER & LOCATION OF CURB FRAMING RIGID INSULATION, ALL AROUND HOLD DOWN BRACKETS, SEE REFER TO MECH PLAN FOR DUCT )CONDENSATE DRAIN REF SHEET P-1 SIZES, TYP. ROOF FRAMING FOR ROUTING MECHANICAL SCHEDULES HIGH TENSION ITYAPP EDZa S ALV. SM COUNTER SMOKE DETECTOR RIGID INSULATION 518'9 LAG BOLT( FLASHING IN RETURN AIR BY ROOFING CONTR. "HILTI BOLTS)@ 24"O.C.(TYP.) Reviewed for Code Compliance REFER TO STRUCTURAL permit t 240560 DUCTS DRAWINGS. PLANS MUST BE KEPT ON JOB SITE FOR ALL INSPECTIONS Sheet#: ROOFTOP UNIT SCALE 3 ROOF CURB ATTACHMENT DETAIL SCALE 2 ROOFTOP UNIT ATTACHMENT TO CUR SCALE 1 A /� DETAIL N.T.S. DETAIL N.T.S. DETAIL N.T.S. /'O.- / © MATT E.MAJEED,ARCHITECT 2024LLL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL® 04.12.24 1ST RrCHECK SUIj 2Lof 47022724 MECHANICAL SPECIFICATION TESTING,ADJUSTING, &BALANCING SPECIFICATION W SECTION 1500-HEATING,VENTILATION AND AIR CONDITIONING D. INSTALL HANGERS AND SUPPORTS TO ALLOW CONTROLLED MOVEMENT OF PIPING ENE OBSOWN59900-TESTING,ADJUSTING AND BALANCING I. CHECK CONDENSATE DRAINS FOR PROPER CONNECTIONS AND E. TRANSITIONS IN SIZE OF DUCTS SHALL BE MADE BY UNIFORMLY TAPERING D. PROVIDE ALL NECESSARY OFFSETS AND TRANSITIONS AS REQUIRED IN THE SYSTEMS AND TO PERMIT FREEDOM OF MOVEMENT BETWEEN PIPE ANCHORS,AND 4.04 INSULATION(INSTALLED PER MANUFACTURER'S RECOMMENDATIONS) FUNCTIONING.1.00-GENERAL SECTIONS HAVING 1 INCH INCREASE IN WIDTH FOR EACH 7INCHES OF RUN UNLESS INSTALLATION OF THE WORK,ALTHOUGH SOME MAY NOT BE SPECIFICALLY SHOWN TO FACILITATE ACTION OF EXPANSION JOINTS,EXPANSION LOOPS,EXPANSION 1.00-GENERAL _�AT 1T E. MAJEED ARCHITECT CONSTRUCTION LIMITATIONS REQUIRE A MORE ABRUPT TRANSITION. ON THE PLANS.OFFSET ALL DUCTS AS REQUIRED TO INCREASE HEAD ROOM BENDS AND SIMILAR UNITS. A. HEATING AND COOLING DUCTWORK LOCATED IN INTERIOR LOCATIONS J. CHECK FOR PROPER SEALING OF AIR-HANDLING-UNIT COMPONENTS. 1.01 DESCRIPTION OF WORK UNDER THEM,TO IMPROVE THE APPEARANCE OF EXPOSED DUCTS,AND TO AVOID AA. INSULATE WITH OWENS-CORNING FIBERGLASS ALL SERVICE FACED DUCT 1.01 DESCRIPTION ®�L6.�.1�J1 ©� ' F. COMPLY WITH SMACNA'S"HVAC DUCT CONSTRUCTION STANDARDS-METALAND INTERFERENCE WITH THE WORK OF OTHER TRADES. E. INSTALL HANGERS AND SUPPORTS SO THAT PIPING LIVE AND DEAD LOADING AND WRAP TYPE 150 WITH FACTORY APPLIED FLAME RETARDANT FOIL K. VERIFY THAT THE AIR DUCT SYSTEMS ARE SEALED. NI FURNISH AND INSTALL COMPLETE AND OPERATIONAL HVAC SYSTEM AS SHOWN ON FLEXIBLE",CHAPTER 4,"HANGERS AND SUPPORTS"FOR UPPER AND LOWER STRESSES FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED REINFORCED KRAFT FACING(FRK-25 UL LABELED),OR APPROVED EQUAL. THE TESTING AND BALANCING WORK WILL BE PERFORMED UNDER A 7100E PboW Vft K Sift= a111131 THE DRAWING AND SPECIFIED HEREIN.WORK SHALL INCLUDE,BUT NOT BE LIMITED ATTACHMENTS.FIGURES 4.2 AND 4.4 RESPECTIVELY.REFER TO TABLES 4.1 AND 4.2 E. LOCATE DUCTWORK RUNS,EXCEPT AS OTHERWISE INDICATED,VERTICALLY AND EQUIPMENT. INSTALLED THERMAL RESISTANCE SHALL BE A MINIMUM OF: SEPARATE CONTRACT FROM THE HVAC WORK.THE WORK DESCRIBED L. PERFORM THE FOLLOWING MINIMUM TEST AND BALANCE: TO THE FOLLOWING: FOR RECTANGULAR AND ROUND MINIMUM HANGER SIZE AND SPACING. HORIZONTALLY AND AVOID DIAGONAL RUNS WHEREVER POSSIBLE. - R-8 FOR DUCTWORKS INSTALLED IN THE OUTDOORS,SPACE BETWEEN IN THIS SECTION SHALL BE PERFORMED BY AN INDEPENDENT EST AND L.1. TEST AND ADJUST SUPPLY,RETURN,AND EXHAUST FANS TO F. INSTALL HANGERS AND SUPPORTS TO PROVIDE INDICATED PIPE SLOPE$,AND$0 ROOF AND INSULATED CEILING,SPACE UNDER ROOF WITH FIXED VENT BALANCE AGENCY,SPECIALIZING IN TESTING AND BALANCING OF HVAC DESIGN REQUIREMENTS. Seal: A. PACKAGED HEATING&COOLING ROOFTOP UNITS. G. SHEET METAL ROUND DUCT SHALL BE UNITED MCGILL,SEMCO INC.,LINX IND.,OR F. HOLD DUCTS CLOSE TO WALLS OVERHEAD CONSTRUCTION,COLUMNS,AND OTHER THAT MAXIMUM PIPE DEFLECTIONS ALLOWED BY ANSI B3I PRESSURE PIPING OPENING TO OUTSIDE,UNCONDITIONED CRAWLSPACE,AND SYSTEMS AND SHALL BE A MEMBER OF AABC,NESS,OR APPROVED EQUAL SPIRAL SEAM DUCTS WITH GASKET'UNISEAL"CONNECTION FOR EXPOSED STRUCTURAL AND PERMANENT ENCLOSURE ELEMENTS OF BUILDING. CODES ARE NOT EXCEEDED. UNCONDITIONED SPACES,OR EQUAL ORGANIZATION. L.2. CHANGE SHEAVES AND BELTS AS REQUIRED TO OBTAIN DESIGN B. POWER VENTILATORS. INSTALLATIONS,AND SPIRAL OR LONGITUDINAL SEAM WITH BEADED SLEEVE JOINT - R4.2 FOR DUCTWORKS BURIED IN CONCRETE SLAB,OR INSTALLED WITHIN AIR QUANTITIES. CONNECTIONS FOR CONCEALED INSTALLATIONS.FITTINGS SHALL BE"UNIFORM" G. WHERE DUCTS PASS THROUGH INTERIOR PARTITIONS AND EXTERIOR WALLS, G. INSULATED PIPING:COMPLY WITH THE FOLLOWING INSTALLATION REQUIREMENTS. THE INDIRECTLY CONDITIONED SPACE SUCH AS THE SPACE BETWEEN THE 1.02 SCOPE OF WORK Wai C. AIR DISTRIBUTION METAL DUCTS. MACHINE FORMED WITH CONTINUOUS WELDS. CONCEAL SPACE BETWEEN CONSTRUCTION OPENING AND DUCT OR G.1. CLAMPS:ATTACH CLAMPS,INCLUDING SPACERS,TO PIPING WITH CLAMPS CEILING AND INSULATED ROOF,WHERE THERE IS NO FIXED VENTS OR L.3. TEST AND RECORD MOTOR ELECTRICAL CHARACTERISTICS,RPM, 0(rII87793 5\0 DUCT-PLUS-INSULATION WITH SHEET METAL FLANGES OF SAME GAGE AS DUCT. PROJECTING THROUGH INSULATION;DO NOT EXCEED PIPE STRESSES OPENINGS TO THE OUTDOORS OR TO THE UNCONDITIONED SPACES. A. TEST,ADJUST,AND BALANCE HOT,CHILLED,AND CONDENSER WATER SERVICE FACTOR,MEASURE VOLTAGE,FULL LOAD AMPERES AND ACIES D. HYDRONIC PIPING. H. SUPPLY AND RETURN AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH 1 Ai" ALLOWED BY ANSI B31. SYSTEMS,AIR MOVING EQUIPMENT,AND AIR SUPPLY,RETURN,AND CONNECTED LOAD AMPERAGE.CHECK AND RECORD STARTER THICK,1-1/2 PCF DENSITY OR AS REQUIRED BY LOCAL ENERGY CODE.INSULATION H. WHERE DUCTS PASS THROUGH TIME-RATED FIRE RESISTIVE CONSTRUCTION,ALL B. ACOUSTICAL DUCTWORK,PLENUM,AND CASING LINER EXHAUST SYSTEMS AS HEREIN SPECIFIED. HEATERS SIZES AND RATING,REPLACEMENT BELTS SIZES,ETC. ENGINEERING E. HANGERS AND SUPPORTS FOR DUCTWORK,PIPING AND HVAC EQUIPMENT. SHALL BE OWENS-CORNING SOFT DUCT WRAP OR EQUAL CONSISTING OF A OPENINGS AROUND THE DUCTS SHALL BE SEALED WITH FIRE STOPPING MATERIAL, G.2. SHIELDS:WHERE LOW-COMPRESSIVE-STRENGTH INSULATION OR VAPOR B.1. PROVIDE INTERNALLY LINED DUCTWORK WHERE INDICATED ON DRAWINGS. BLANKET OF GLASS FIBER INSULATION FACTORY-LAMINATED TO FRK VAPOR EXCEPT WHERE FIRE DAMPERS ARE SHOWN,NOTED OR REQUIRED. BARRIERS ARE INDICATED ON WATER PIPING,INSTALL COATED PROTECTIVE ACOUSTICAL DUCT LINER SHALL BE JOHNS MANVILLE LINACOUSTIC RC DUCT B. EACH PIECE OF AIR CONDITIONING AND HEATING EQUIPMENT AND THE L.A. MAKE PITOT TUBE TRAVERSE(MINIMUM OF 16 POINT)OF MAIN 400 N.McCarthy 9503te 250 F. THERMAL AND ACOUSTIC INSULATION. RETARDERFACING.INSULATION SHALL MEET THE REQUIREMENTS OF NFPA 90A SHIELDS. LINER,OR EQUAL,MATTE FACE,SUITABLE FOR VELOCITIES FROM 1500 TO 4000 AIR DISTRIBUTIONS SYSTEMS SHALL BE TESTED AND ADJUSTED TO SUPPLY DUCTS AND OBTAIN DESIGN CFM AT FANS.SEAL ALL TEST Milpitas,CA 95035 AND 90 B AND OTHER MECHANICAL ENERGY CODES. I. PROVIDE ANGLE,CHANNEL,OR EQUAL TYPE FRAMES FOR ALL MANUAL AND FPM,IN COMPLIANCE WI UL723 AND UL181.SECURE LINER TO DUCTWORK INSURE PROPER FUNCTIONING OF ALL CONTROL,PROPER HOLES WITH SUITABLE HOLE PLUGS. ph:(408)522-5255 G. SEISMIC RESTRAINTS AND BRACING. AUTOMATIC DAMPERS AND INSTALL AS REQUIRED. G.3. SADDLES:WHERE INSULATION WITHOUT VAPOR BARRIER IS INDICATED, WITH ADHESIVE AND MECHANICAL FASTENERS PER SMACNA DUCT LINER DISTRIBUTION OF AIR,MAINTENANCE OF TEMPERATURE,ELIMINATION fz:(408)5225260 INSTALL PROTECTION SADDLES. APPLICATION STANDARD. OF DRAFTS,NOISE AND VIBRATION,AND LEFT IN FIRST CLASS L.S. TEST AND RECORD SYSTEM STATIC PRESSURES,SUCTION,AND info@acies.net H. AUTOMATIC TEMPERATURE CONTROL SYSTEM. 2.01.2 FACTORY-MADE AIR DUCTS J. COORDINATE DUCT INSTALLATIONS WITH INSTALLATION OF ACCESSORIES, OPERATING CONDITION.THE AIR SYSTEM SHALL BE READJUSTED IF DISCHARGE. Copydght©2024 DAMPERS,COIL FRAMES,EQUIPMENT,CONTROLS AND OTHER ASSOCIATED WORK H. ALL CONNECTIONS BETWEEN DISSIMILAR METALS SHALL UTILIZE DIELECTRIC B.2. FIBERGLASS DUCT AND PLENUM INSULATION ARE TO BE APPLIED ONLY WITH REQUIRED FOR COMFORT OF EACH ROOM. H. DEMOLITION AND REMOVAL OF EXISTING HVAC EQUIPMENT AS REQUIRED. A. FACTORY-MADE AIR DUCTS SHALL BE APPROVED FOR THE USE INTENDED.EACH OF DUCTWORK SYSTEM. INSULATING FITTINGS,COUPLINGS AND UNIONS. MANUFACTURER'S APPROVED ADHESIVES,MASTICS AND MECHANICAL L.B. TEST AND ADJUST SYSTEM FOR DESIGN CFM RECIRCULATED AIR. SECTION OF A FACTORY-MADE AIR DUCT SHALL BE IDENTIFIED BY THE FASTENING DEVICES. C. THE MECHANICAL CONTRACTOR WILL MAKE ANY CHANGES IN THE A Project for: 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS MANUFACTURER WITH A LABEL INDICATING CLASS DESIGNATION.THESE DUCTS K. SUPPORT DUCTWORK IN MANNER COMPLYING WITH SMACNA"HVAC DUCT 4.00-EQUIPMENT PULLEYS,BELTS,DAMPERS,VANES,BAFFLES AND OTHER BALANCING L.7. TEST AND ADJUST SYSTEM FOR DESIGN CFM OUTSIDE AIR. SHALL BE LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF CONSTRUCTION STANDARDS"HANGER AND SUPPORTS SECTION. C. HEATING AND COOLING DUCTWORK LOCATED ON THE ROOF DEVICES REQUIRED FOR CORRECT BALANCE OF SYSTEM AS A. FIRE PROTECTION,SECTION 15300. THEIR LISTING,AND SHALL BE APPROVED FOR USE WITHOUT LENGTH LIMITATIONS 4.01 AIR DEVICES C.1. INSULATE WITH RIGID BOARD INSULATION WITH A MINIMUM R VALUE OF R-8 AS RECOMMENDED BY T&B AGENCY AND TO THE SATISFACTION OF THE L.8. TEST AND RECORD ENTERING AIR TEMPERATURES.(D.B.HEATING BY THE AUTHORITY HAVING JURISDICTION. 3.00-HYDRONIC&DIRECT EXPANSION PIPING REQUIRED PER CODE.COAT EXTERIOR OF INSULATION WITH PERFORATED OWNER. AND COOLING) B. PLUMBING,SECTION 15400. DIFFUSERS,GRILLES AND REGISTERS:TITUS,KRUEGER,METALAIRE,OR SHEET METAL LINER,SUITABLE FOR VELOCITIES FROM 1500 TO 4000 FPM,IN B. ACOUSTICAL FLEXIBLE DUCT SHALL BE UL 181 LISTED,CLASS 1,2-PLY VINYL FILM 3.01 MATERIALS THERMAFUSER WHERE SHOWN.FURNISHED AND INSTALLED BY MECHANICAL COMPLIANCE WI UL723 AND UL181. 1.03 SUBMITTALS L.9. TEST AND RECORD ENTERING AIR TEMPERATURES.(W.B. C. LINE VOLTAGE AND POWER WIRING,ELECTRICAL SECTION 16000. SUPPORTED BY HELICALLY WOUND SPRING-STEEL WIRE,FIBROUS-GLASS CONTRACTOR.PROVIDE VOLUME DAMPERS AND PAINT INTERIOR FLAT BLACK.SIZE, COOLING) INSULATION TO MEET LOCAL CODE R-VALUES,AND FINISHED WITH A A. HOT ,CHILLED,AND CONDENSER WATER SERVICE PIPING ABOVE GROUND OF FINISH,FRAME TYPES AND ACCESSORIES AS SHOWN ON THE DRAWINGS. C2. WHERE INTERNAL INSULATION IS APPLIED,DUCT AND PLENUM SIZES AS A. PROVIDE(1)HARD COPY&(1)SOFT COPY OF TEST AND BALANCE 1.03 EXAMINATION OF SITE POLYETHYLENE VAPOR-BARRIER FILM.INTERIOR VINYL FILM SHALL BE NOMINAL DIAMETER 2-1/2"OR LESS SHALL BE DRAWN-TEMPER COPPER PIPE,ASTM SHOWN ON THE DRAWINGS SHALL BE INSIDE CLEAR DIMENSIONS. REPORT TO THE OWNER FOR REVIEW AND APPROVAL,LETTER SIZE, L.10. TEST AND RECORD LEAVING AIR EMPERATURES.(D.B.COOLING) 0 PERFORATED FOR SOUND ATTENUATION.FLEXIBLE DUCT SHALL BE RATED TO B88,TYPE L,WITH WROUGHT-COPPER FITTINGS,AND 9515 LEAD FREE SOLDERED 4.02 FIRE DAMPERS&SMOKE FIRE DAMPERS 3-RING BINDER MANUAL COMPLETE WITH INDEX PAGE AND INDEXING Q VISIT SITE BEFORE SUBMITTING BID AND CHECK LOCATION OF ALL EXISTING +10"/-1'W.G.,4000 FPM,AND-20 TO 210'F TEMPERATURE RANGE.FLEXIBLE DUCT JOINTS. D. SOFT FLEXIBLE DUCT TABS.THE REPORT SHALL INCLUDE A SET OF REDUCED DRAWINGS L.11. TEST AND RECORD LEAVING AIR TEMPERATURES.(W.B.COOLING) CONDITIONS WHICH WILL AFFECT THIS WORK,VERIFY DIMENSIONS AND LOCATIONS CLAMP CONNECTORS SHALL BE STAINLESS-STEEL BAND WITH CADMIUM HEX A. PROVIDE FIRE DAMPERS WITH ACCESS DOORS INSTALLED WHERE REQUIRED BY D.1. R-8 FOR DUCTWORKS INSTALLED IN THE OUTDOORS,SPACE BETWEEN WITH AIR OUTLETS AND EQUIPMENT IDENTIFIED TO CORRESPOND WITH SHOWN ON DRAWINGS AND COVER ALL COSTS.CONTRACTOR SHALL ASSUME SCREW TO TIGHTEN BAND WITH A WORM-GEAR ACTION.FLEXIBLE DUCTS SHALL BE B. REFRIGERANT PIPING SHALL BE TYPE L HARD COPPER ACR TUBING WITH ALL LOCAL CODES.IN GENERAL,FIRE DAMPERS ARE REQUIRED WHERE DUCTS ROOF AND INSULATED CEILING,SPACE UNDER ROOF WITH FIXED VENT THE MECHANICAL PLANS. L.12. ADJUST ALL MAIN SUPPLY AND RETURN AIR DUCTS TO PROPER J REASONABLE VARIATIONS OR MINOR OMISSIONS AND SHALL COMPLETED ALLOWED ONLY AT THE FINAL CONNECTION TO AIR OUTLETSIINLETS AT A LENGTH WROUGHT COPPER,SOLDER JOINT FITTINGS,SILVER SOLDERED.ALL PIERCE FIRE-RATED FLOORS,CEILINGS,WALLS AND SHAFTS.REFER TO OPENING TO OUTSIDE,UNCONDITIONED CRAWLSPACE,AND UNCONDITIONED DESIGN CFM. w PROPOSED WORK WITHOUT ADDITIONAL COST.FAILURE TO VISIT SITE WILL NOT OF 5 FEET MAXIMUM. REFRIGERANT PIPING SHALL BE INSULATED EXCEPT WHERE THE UNINSULATED ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL FIRE RATED ASSEMBLIES. SPACES,OR R4.2 FOR DUCTWORKS INSTALLED WITHIN THE INDIRECTLY B. THE CERTIFIED TAB REPORTS SHALL INCLUDE INSTRUMENT TYPE AND M LESSEN RESPONSIBILITY OR ENTITLE ADDITIONAL COMPENSATION FOR WORK NOT AREA DOES NOT RESULT IN AN ENERGY LOSS TO THE SYSTEM OR AN ADVERSE CONDITIONED SPACE SUCH AS THE SPACE BETWEEN THE CEILING AND MAKE,SERIAL NUMBER,DATES OF USE,AND DATES OF CALIBRATION. L.13. ADJUST ALL ZONES TO PROPER DESIGN CFM,SUPPLY,AND W INCLUDED IN PROPOSAL. C. INSULATED ALUMINUM FLEXIBLE DUCT SHALL BE UL 181 LISTED,CLASS 0, EFFECT TO THE SYSTEM FROM STRAY HEAT.PIPE INSULATION SHALL BE B. FIRE DAMPERS SHALL BE EQUAL TO AIR BALANCE INC.,MODEL NO.119BLX,OR INSULATED ROOF,WHERE THERE IS NO FIXED VENTS OR OPENINGS TO THE INSTRUMENTS USED FOR TESTING AND BALANCING MUST HAVE BEEN RETURN. INTERLOCKING SPIRAL OF ALUMINUM FOIL,FIBROUS-GLASS INSULATION SHALL ARMSTRONG ARMAFLEX,OWENS-CORNING FLEXIBLE TUBING,RUBICON OR 119CL,OR AS APPROVED,FOR RECTANGULAR AND ROUND DUCTS.DAMPERS SHALL OUTDOORS OR TO THE UNCONDITIONED SPACES CALIBRATED WITHIN A PERIOD OF SIX(6)MONTHS AND CHECKED FOR F_� 1.04 DRAWINGS MEET LOCAL CODE R-VALUE,AND SHALL BE FINISHED WITH A POLYETHYLENE APPROVED EQUAL.THICKNESS SHALL BE 3/4"ON INTERIOR PIPING AND I"ON MEET THE REQUIREMENTS FOR NFPA BULLETIN NO.90A,AND SHALL BE TESTED IN ACCURACY PRIOR TO START OF WORK. L.14. TEST AND ADJUST EACH DIFFUSER,GRILLES,AND REGISTER TOEr O VAPOR-BARRIER FILM.ALUMINUM FLEXIBLE DUCT SHALL BE RATED TO+/-8"W.G., EXTERIOR PIPING.INSULATED PIPING EXPOSED TO WEATHER SHALL BE PROVIDED ACCORDANCE WITH UL 555 TEST CRITERIA,FIRE DAMPERS SHALL BE LABELED AND D.2. FOIL FACED FIBERGLASS,OWENS CORNING TYPE 75 OR EQUAL,FLAME WITHIN 10%OF DESIGN REQUIREMENTS. O Q " THE ACCOMPANYING DRAWINGS SHALL BE CONSIDERED PART OF THESE 5000 FPM VELOCITY,AND-20 TO 250'F TEMPERATURE RANGE. WITH ARMSTRONG ARMAFLEX FINISH AND ALL-WEATHER SERVICE JACKET FOR LISTED BY UL SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPMENT RATING 2.00 EXECUTION L_j SPECIFICATIONS.WORK AND MATERIALS SHOWN ON THE DRAWINGS AND NOT OUTDOOR APPLICATIONS VALVES,STRAINERS,SIGHT GLASS,FILTER DRIERS,OIL OF NOT MORE THAN 50 UNLESS SHOWN OTHERWISE.ALL INSULATION SHALL L.15. EACH GRILLE,DIFFUSER,AND REGISTER SHALL BE IDENTIFIED AS 00 � MENTIONED IN THE SPECIFICATIONS AND VICE VERSA SHALL BE EXECUTED AS IF D. INSULATED WIRE FLEXIBLE DUCT SHALL BE UL 181 LISTED,CLASS I,2-PLY VINYL SEPARATORS,ETC,SHALL BE MANUFACTURED BY SPORLAN VALVE CO. C. IF APPLICABLE,FIRE DAMPERS SHALL COMPLY WITH UL555-2006,7TH EDITION AND BE EXTERNAL TO DUCTWORK. 2.01 EXAMINATION TO LOCATION AND AREA.SIZE,TYPE,FLOW FACTOR,AND O 2 w SPECIFICALLY MENTIONED OR SHOWN IN BOTH.THE DRAWINGS SHALL BE FILM SUPPORTED BY HELICALLY WOUND SPRING-STEEL WIRE,FIBROUS-GLASS SHALL BE MARKED'FOR USE IN DYNAMIC SYSTEMS"OR"FOR USE IN STATIC MANUFACTURER OF DIFFUSERS,GRILLES,REGISTERS,AND ALL LL CONSIDERED AS SCHEMATIC IN NATURE AND MINOR MODIFICATIONS OF THE WORK INSULATION SHALL MEET LOCAL CODE R-VALUES,AND SHALL BE FINISHED WITH A C. REFRIGERANT PIPING SHALL COMPLY WITH CAL GREEN SECTIONS 5.508.2.1 AND SYSTEMS"AS REQUIRED. E. DUCT LINER A. EXAMINE THE CONTRACT DOCUMENTS TO BECOME FAMILIAR WITH TESTED EQUIPMENT SHALL BE IDENTIFIED AND LISTED. TO COMPLY WITH THE STRUCTURE AS FOUND SHALL BE MADE. POLYETHYLENE VAPOR-BARRIER FILM.FLEXIBLE DUCTS SHALL BE RATED TO 5.508.2.2. E.1. FOR EXTERIOR DUCTS:FIBERGLASS WITH FIRE RATED BLACK COATING, PROJECT REQUIREMENTS AND TO DISCOVER CONDITIONS IN SYSTEMS' W IE +101-1"W.G.,4000 FPM VELOCITY,AND-20 TO 210'F TEMPERATURE RANGE, D. COMBINATION SMOKE FIRE DAMPERS SHALL BE INSTALLED WHERE DUCTWORK OWENS CORNING AEROFLEX TYPE 150. DESIGNS THAT MAY PRECLUDE PROPER TAB OF SYSTEMS AND L.16. READINGS AND TESTS OF DIFFUSERS,GRILLES,AND REGISTERS Q ~ J 1.05 RULES AND REGULATIONS FLEXIBLE DUCT CLAMP CONNECTORS SHALL BE STAINLESS-STEEL BAND WITH D. COPPER PIPING SHALL HAVE SOLDERED JOINTS OF 250 PSIG PRESSURE RATING. PENETRATES FIRE RATED WALLS SURROUNDING AN EXIT CORRIDOR,OR WHERE EQUIPMENT. SHALL INCLUDE REQUIRED FPM VELOCITY AND TEST RESULTANT 7) J CADMIUM HEX SCREW TO TIGHTEN BAND WITH A WORM-GEAR ACTION. OTHERWISE REQUIRED BY CODE. E.2. FOR OTHER LOCATIONS SHOWN ON DRAWINGS:AEROFLEX TYPE 150,AS VELOCITY,REQUIREMENT CFM AND TEST RESULTANT CFM AFTER Lj Q A. ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES E. CONDENSATE DRAIN PIPE SHALL BE COPPER TYPE M,ASTM B88,WROUGHT ABOVE,EXCEPT 1 INCH THICK.FLAME SPREAD RATING OF NOT MORE THAN 25 B. EXAMINE SYSTEMS FOR INSTALLED BALANCING DEVICES,SUCH AS ADJUSTMENTS. LL O AND REGULATIONS OF THE STATE FIRE MARSHAL AND OTHER APPLICABLE STATE E. PROVIDE SNAP-LOCK SEAMS FOR ROUND DUCTS ITOOR LESS PER SMACNA"HVAC COPPER FITTINGS,SOLDERED JOINTS. 4.03 AIR CONDITIONING EQUIPMENT AND SMOKE DEVELOPED RATING OF NOT MORE THAN 50. TEST PORTS,GAGE COCKS,THERMOMETER WELLS,FLOW-CONTROL z AND LOCAL RULES AND REGULATIONS. DUCT CONSTRUCTION STANDARDS-SEAMS-ROUND DUCT AND FITTINGS".SNAP DEVICES,BALANCING VALVES AND FITTINGS,AND MANUAL VOLUME L.17. IN COOPERATION WITH THE TEMPERATURE CONTROL D_ _ LOCK DUCTS SHALL BE SEALED PER CLASS B;ALL TRANSVERSE JOINTS ND F. GATE VALVES,2-INCH AND SMALLER:MSS SP-80;CLASS 125,BODY AND BONNET OF FURNISH AND INSTALL AIR CONDITIONING EQUIPMENT AS SPECIFIEDON THE E.3. AN EPA-APPROVED BIOCIDE IN THE AIRSTREAM COATING ENABLES DAMPERS.VERIFY THAT LOCATIONS OF THESE BALANCING DEVICES CONTRACTOR'S REPRESENTATIVE,SETTING ADJUSTMENTS OF J B. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED TO LONGITUDINAL SEAMS SHALL BE SEALED. ASTM B 62 CAST BRONZE;WITH THREADED OR SOLDER ENDS,SOLID DISC,SILICON DRAWINGS AND IN EQUIPMENT SCHEDULES. OWENS-CORNING DUCT LINERS TO RESIST FUNGAL OR BACTERIAL GROWTH ARE ACCESSIBLE. AUTOMATICALLY OPERATED DAMPERS TO OPERATE AS SPECIFIED, � PERMIT WORK NOT CONFORMING TO THESE CODES. BRONZE ALLOY STEM,BRASS PACKING GLAND,"TEFLON"IMPREGNATED PACKING, WHEN SUBJECTED TO MICROBIAL ATTACK DESCRIBED IN ASTM C 665 AND INDICATED,AND/OR NOTED.THE BALANCE AGENCY SHALL CHECK 00 F. INSTALLATION OF FACTORY-MADE AIR DUCT JOINTS AND ATTACHMENTS SHALL BE AND MALLEABLE IRON HANDWHEEL.PROVIDE CLASS 150 VALVES MEETING THE A. DESCRIPTION:FACTORY ASSEMBLED AND TESTED;DESIGNED FOR ROOF OR SLAB STANDARD PRACTICES ASTM G 21(FUNGUS TEST)AND G 22(BACTERIA TEST). C. EXAMINE THE APPROVED SUBMITTALS FOR HVAC SYSTEMS AND ALL CONTROLS FOR PROPER CALIBRATIONS AND LIST ALL 7 C. FURNISH WITHOUT ANY EXTRA CHARGE ANY ADDITIONAL MATERIAL AND LABOR IN STRICT ACCORDANCE WITH LATEST EDITION OF SMACNA'S"HVAC DUCT ABOVE WHERE SYSTEM PRESSURE REQUIRES. INSTALLATION;AND CONSISTING OF COMPRESSORS,CONDENSERS,EVAPORATOR EQUIPMENT. CONTROLS REQUIRED ADJUSTMENT BY THE TEMPERATURE ` T WHEN REQUIRED TO COMPLY WITH THESE LAWS,ORDINANCES AND CODES CONSTRUCTION STANDARDS-METAL AND FLEXIBLE'. COILS,CONDENSER AND EVAPORATOR FANS,REFRIGERATION AND TEMPERATURE 4.05 TEMPERATURE CONTROL SYSTEM CONTROL CONTRACTOR. 1 ( l REGARDLESS OF WHETHER SHOWN OR MENTIONED IN THESE SPECIFICATIONS OF G. BALL VALVES,2-INCH AND SMALLER:MSS SP-110;RATED FOR 150 PSI SATURATED CONTROLS,FILTERS,AND DAMPERS. D. EXAMINE EQUIPMENT PERFORMANCE DATA INCLUDING FAN AND PUMP ii. DRAWINGS. G. SELECT TRANSITIONS,BRANCH CONNECTIONS,TEES AND LATERALS,AND OTHER STEAM PRESSURE,600 PSI WOG PRESSURE;TWO-PIECE CONSTRUCTION;WITH A. ALL UNITARY HEATING OR COOLING SYSTEMS,INCLUDING HEAT PUMPS,NOT CURVES. L.18. ALL DIFFUSERS,GRILLES,AND REGISTERS SHALL BE ADJUSTED 10 AD FITTING TYPES,AND FABRICATE ACCORDING TO SMACNA'S"HVAC DUCT BRONZE BODY CONFORMING TO ASTM B 62,STANDARD PORT,CHROME-PLATED B. CASING:MANUFACTURER'S STANDARD CONSTRUCTION WITH CONTROLLED BY A CENTRAL ENERGY MANAGEMENT CONTROL SYSTEM(FMCS) TO MINIMIZE DRAFTS IN ALL AREAS. V�//'1 1.06 SUBMITTALS CONSTRUCTION STANDARDS-METAL AND FLEXIBLE'BASED ON INDICATED BRASS BALL,REPLACEABLE"TEFLON'OR'TFE"SEATS AND SEALS, CORROSION-PROTECTION COATING AND EXTERIOR FINISH,HINGED PANELS OR SHALL HAVE A SETBACK PROGRAMMABLE THERMOSTAT. E. EXAMINE SYSTEM AND EQUIPMENT INSTALLATIONS AND VERIFY THAT C//�� LL11// STATIC-PRESSURE CLASS. BLOWOUT-PROOF STEM,AND VINYL-COVERED STEEL HANDLE.PROVIDE SOLDER ACCESS DOORS WITH NEOPRENE GASKETS FOR INSPECTION AND ACCESS TO A.1. SETBACK CAPABILITIES:ALL THERMOSTATS SHALL HAVE A CLOCK MECHANISM FIELD QUALITY-CONTROL TESTING,CLEANING,AND ADJUSTING M. ALL EQUIPMENT SHALL BE IDENTIFIED BY EQUIPMENT SERVICE TAG, �// A. SUBMIT FOR REVIEW A COMPLETE AND ALL-INCLUSIVE LIST OF EQUIPMENT AND ENDS FOR CONDENSER WATER,CHILLED WATER;AND THREADED ENDS FOR INTERNAL PARTS,MINIMUM 112-INCH THICK THERMAL INSULATION,KNOCKOUTS FOR THAT ALLOWS THE BUILDING OCCUPANT TO PROGRAM THE TEMPERATURE SPECIFIED IN INDIVIDUAL SECTIONS HAVE BEEN PERFORMED. MANUFACTURER,MODEL NUMBER,AND SERIAL NUMBER,MOTOR O MATERIALS PROPOSED FOR USE;(1)SOFT COPY,ACCOMPANIED BY H. SELECT SIZING PRACTICES IN ACCORDANCE TO THE AIR CONDITIONING HEATING HOT WATER. ELECTRICAL AND PIPING CONNECTIONS,EXTERIOR CONDENSATE DRAIN SETPOINTS FOR AT LEAST FOUR PERIODS WITHIN 24 HOURS. HORSEPOWER,MOTOR NAMEPLATE VOLTAGE,MOTOR RPM,ACTUAL MANUFACTURER'S DATA SHEETS.DATA SHALL BE FORWARDED IN A SINGLE CONTRACTORS OF AMERICA(ACCA),MANUALS D&Q.IN PRACTICE LIMIT CONNECTION,AND LIFTING LUGS. F. EXAMINE HVAC EQUIPMENT AND FILTERS AND VERIFY THAT BEARINGS AND DESIGN STATIC PRESSURE,ACTUAL OUTLET VELOCITY,ACTUAL X PACKAGE WITHIN 15 DAYS AFTER AWARD OF CONTRACT.SUBMIT PORTABLE VELOCITIES TO 700 FPM MAX.FOR SUPPLY AND RETURN AIR DUCTS,AND INCREASE H. PLUG VALVES,2-INCH AND SMALLER:RATED AT 150 PSI WOG;BRONZE BODY,WITH B. HEAT PUMPS WITH SUPPLEMENTARY ELECTRIC RESISTANCE HEATERS SHALL HAVE ARE GREASED,BELTS ARE ALIGNED AND TIGHT,AND EQUIPMENT WITH CFM,DESIGN CFM. DOCUMENT FORMAT(PDF)AND ONE REPRODUCIBLE SHOP DRAWING SHOWING DUCT SIZES BY ONE SIZE(EVEN NUMBER)LARGER THAN METAL AIR DUCTS. STRAIGHT-AWAY PATTERN,SQUARE HEAD,AND THREADED ENDS C. EVAPORATOR FANS:FORWARD CURVED,CENTRIFUGAL,BELT DRIVEN WITH CONTROLS: FUNCTIONING CONTROLS IS READY FOR OPERATION. w N PROPOSED DUCTWORK INSTALLATION.INCLUDE SIZES,LOCATIONS AND OTHER ADJUSTABLE SHEAVES OR DIRECT-DRIVE FANS;AND WITH PERMANENTLY B.1. THAT PREVENT SUPPLEMENTARY HEATER OPERATION WHEN THE HEATING N. EACH AIR OUTLET SHALL BE TAGGED AND IDENTIFIED WITH REQUIRED INFORMATION TO COORDINATE INSTALLATION WITH OTHER TRADES. I. FACTORY-MADE DUCTS SHALL NOT BE USED FOR VERTICAL RISERS IN AIR I. GLOBE VALVES,2-INCH AND SMALLER:MSS SP-80;CLASS 125;BODY AND SCREWED LUBRICATED MOTOR BEARINGS. LOAD CAN BE MET BY THE HEAT PUMP ALONE:AND G. EXAMINE TERMINAL UN ITS SUCH AS VARIABLE-AIR-VOLUME BOXES,AND MANUFACTURER,MODEL NUMBER,SIZE,VELOCITY,CORRECTION DISTRIBUTION DUCT SYSTEMS.SUCH A DUCT SHALL NOT PENETRATE BONNET OF ASTM B 62 CAST BRONZE;WITH THREADED OR SOLDER ENDS,BRASS VERIFY THAT THEY ARE ACCESSIBLE AND THEIR CONTROLS ARE FACTOR,ACTUAL CFM,DESIGN CFM. B. WITHIN 5 DAYS AFTER AWARD OF CONTRACT,SUBMIT PDF&A COPY OF A LETTER CONSTRUCTION WHERE FIRE DAMPERS ARE REQUIRED. OR'TEFLON"DISC,SILICON BRONZE ALLOY STEM,BRASS PACKING GLAND, D. EXHAUSTIRELIEF FANS:FORWARD-CURVED,CENTRIFUGAL OR PROPELLER TYPE, B.2. IN WHICH THE CUT-ON TEMPERATURE FOR COMPRESSION HEATING IS HIGHER CONNECTED AND FUNCTIONING. STATING ANY MATERIALS THAT CONTRACTOR WISHES TO SUBSTITUTE,TO THE 'TEFLON"IMPREGNATED PACKING,AND MALLEABLE IRON HANDWHEEL.PROVIDE DIRECTLY DRIVEN WITH PERMANENTLY LUBRICATED MOTOR BEARINGS. THAN THE CUT-ON TEMPERATURE FOR SUPPLEMENTARY HEATING,AND THE 0. TRAVERSE READING OF MAIN SUPPLY,RETURN AND OUTSIDE AIR OWNER FOR APPROVAL.INCLUDE SUCH INFORMATION AS MANUFACTURER'S NAME, 2.01.3 DUCTWORK ACCESSORIES CLASS 150 VALVES MEETING THE ABOVE WHERE SYSTEM PRESSURE REQUIRES. CUT-OFF TEMPERATURE FOR COMPRESSION HEATING IS HIGHER THAN THE H. EXAMINE STRAINERS.VERIFY THAT STARTUP SCREENS ARE REPLACED DUCTS TO ESTABLISH TOTAL AIRFLOW QUANTITIES. TYPE OF MATERIAL,CERTIFIED RATINGS,OVERALL APPEARANCE,AND NECESSARY E. CONDENSER FANS:PROPELLER TYPE,DIRECTLY DRIVEN WITH PERMANENTLY CUT-OFF TEMPERATURE FOR SUPPLEMENTARY HEATING. BY PERMANENT SCREENS WITH INDICATED PERFORATIONS. INFORMATION TO EXPLAIN FUNCTION AND OPERATION OF MATERIAL.ALL A. DAMPER OPERATORS J. SWING CHECK VALVES,2-INCH AND SMALLER:MSS SP-80:CLASS 125,CAST-BRONZE LUBRICATED MOTOR BEARINGS. P. TEST AND RECORD TEMPERATURES FROM MAIN SUPPLY AIR TRUNK, Client: PROPOSED SUBSTITUTIONS SHALL BE EQUAL IN QUALITY,DESIGN,UTILITY AND A.A. DUCTS WITH EXTERNAL INSULATION:VENTLOCK#637,DURADYNE,YOUNG,OR BODY AND CAP CONFORMING TO ASTM B 62;WITH HORIZONTAL SWING,Y-PATTERN, C. ALL UNITARY SINGLE ZONE,AIR CONDITIONERS,HEAT PUMPS,AND FURNACES,THE I. EXAMINE SYSTEM PUMPS TO ENSURE ABSENCE OF ENTRAINED AIR IN MIXED AIR DURING THE FULL HEATING AND FULL COOLING CYCLE AND APPEARANCE TO MATERIAL,EQUIPMENT OR METHOD SPECIFIED. APPROVED EQUAL. AND BRONZE OR"TEFLON'DISC;AND HAVING THREADED OR SOLDER ENDS. F. REFRIGERANT COILS:ALUMINUM-PLATE FIN AND SEAMLESS COPPER TUBE IN THERMOSTAT SHALL COMPLY WITH THE REQUIREMENTS CALIFORNIA ENERGY THE SUCTION PIPING. ECONOMIZER CYCLE. A.B. DUCTS WITH INTERNAL INSULATION AND/OR NO INSULATION:VENTLOCK#635, PROVIDE VALVES CAPABLE OF BEING REGROUND WHILE THE VALVE REMAINS IN GALVANIZED STEEL CASING WITH EQUALIZING-TYPE VERTICAL DISTRIBUTOR. COMMISSION,T-24,PART 6,REFERENCE JOINT APPENDIX JA5,ALSO KNOWN AS THE 1.07 AS-BUILT DRAWINGS DURADYNE,YOUNG,OR APPROVED EQUAL. THE LINE.PROVIDE CLASS 150 VALVES MEETING THE ABOVE SPECIFICATIONS,WITH OCCUPANT CONTROLLED SMART THERMOSTATS,WHICH ARE CAPABLE OF J. EXAMINE OPERATING SAFETY INTERLOCKS AND CONTROLS ON HVAC 2.04 DEFICIENCIES IN SYSTEM THREADED WHERESYSTEM PRESSURE REQUIRES OR WHERE G. COMPRESSORS:SERVICEABLE,SEMI-HERMETIC,OR A SET OF HVAC PRINTS OR ACCESS TO A PRINT SHOPIPDFS WILL BE FURNISHED TO B. FLEXIBLE CONNECTIONS:VENTFABRICS"VENTGLAS",DURADYNE,OR APPROVED CLASS126 VALVES ARE NOT AVAILABLE. COMPRESSORS WITH INTEGRAL VIBRATION ISOLAORSLND CRANKCASE HEATERS. SHORTAGES DURING HIGH RESPONSE GRID CONGESTION AND EQUIPMENT. ELECTRICAL DEMAND PERIODS BALANCING CONTRACTOR SHALL REPORT IN WRITING TO THE OWNER WOOD INVESTMENTS THE CONTRACTOR ON WHICH HEISHE SHALL INDICATE THE INSTALLATION EQUAL,U.L.181 APPROVED WITH METAL ATTACHMENT. K. REPORT DEFICIENCIES DISCOVERED BEFORE AND DURING ANY DISCREPANCIES ON ITEMS NOT INSTALLED IN ACCORDANCE WITH"AS-BUILT"AS THE WORK PROGRESSES.UPON COMPLETION OF THE WORK,A SET K. BALANCING VALVES,2 ATAND SMALLER:BRONZE BODY,BALL TYPE,125-PSIG H. SAFETY CONTROLS:FOR SEMI-HERMETIC COMPRESSORS PROVIDE MANUAL-RESET D. CONTRACTOR SHALL POST IN THE OCCUPIED SPACE TYPEWRITTEN INSTRUCTIONS PERFORMANCE OF TAB PROCEDURES. CONTRACT DOCUMENTS,ALL DEFICIENCIES IN HVAC SYSTEM,AND COMPANIES, INC. OF REPRODUCIBLE DRAWINGS SHALL BE OBTAINED FROM THE OWNER AT COST, C. AIR EXTRACTOR:TITUS AG-225,KRUEGER EX-88C,OR APPROVED EQUAL. WORKING PRESSURE,250"F MAXIMUM OPERATING TEMPERATURE,AND HAVING TYPE SAFETY CONTROLS FOR LOW PRESSURE,HIGH PRESSURE,AND ON OPERATION OF ALL CONTROLS. OTHER DEFICIENCIES.THE OWNER WILL REIMBURSE THE BALANCING AND ALL CHANGES AS NOTED ON THE RECORD SET OF PRINTS SHALL BE THREADED ENDS.VALVES SHALL HAVE CALIBRATED ORIFICE OR VENTURI, COMPRESSOR MOTOR OVERLOAD PROTECTION. L. OBSERVE AND RECORD SYSTEM REACTIONS TO CHANGES IN CONTRACTOR IF ADDITIONAL WORK IS REQUIRED FOR HISMER PHASE 14 CORPORATE PLAZA,SUITE 120, INCORPORATED THEREON.THIS SET OF REPRODUCIBLES,ALONG WITH ONE SET D. TURNING VANES SHALL COMPLY WITH SMACNA HVAC DUCT CONSTRUCTION CONNECTIONS FOR PORTABLE DIFFERENTIAL PRESSURE METER WITH INTEGRAL CONDITIONS.RECORD DEFAULT SET POINTS IF DIFFERENT FROM of WORK. NEWPORT BEACH,CA 92660 OF PDFS,SHALL BE DELIVERED TO THE OWNER UPON COMPLETION AND BEFORE STANDARDS.ALL RECTANGULAR DUCT WITH MITERED ELBOWS SHALL BE FITTED SEALS,AND BE EQUIPPED WITH A MEMORY STOP TO RETAIN SET POSITION. I. TIMED-OFF CONTROL:AUTOMATIC-RESET CONTROL SHUTS COMPRESSOR OFF 4.06 SEISMIC RESTRAINTS AND BRACING INDICATED VALUES. FINAL ACCEPTANCE OF THE PROJECT. WITH TURNING VANES. AFTER 5 MINUTES. 2.05 WARRANTY L. AUTOMATIC FLOW-CONTROL VALVES:GRAY-IRON BODY,FACTORY SET TO A. ALL HVAC EQUIPMENT,DUCTWORK,PIPING AND WIRING CONDUITS SHALL BE 2.02 PREPARATION 1.08 GUARANTEE E. SPIN-IN-FITTINGS ARE NOT ALLOWED,USE UNITED MCGILL BELLMOUTH FITTING MAINTAIN CONSTANT FLOW WITH PLUS OR MINUS 5 PERCENT OVER SYSTEM J. HEAT EXCHANGERS MANUFACTURERS STANDARD CONSTRUCTION FOR GAS-FIRED INSTALLED TO MEET THE LATERAL BRACING REQUIREMENTS FOR THE APPLICABLE THE TEST AND BALANCE AGENCY SHALL INCLUDE AN EXTENDED FOR ROUND DUCT TAPS. PRESSURE FLUCTUATIONS,AND EQUIPPED WITH A READOUT KIT INCLUDING FLOW HEAT EXCHANGERS AND BURNERS WITH THE FOLLOWING CONTROLS: SEISMIC ZONE.PROVIDE SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC A. PREPARE A TAB PLAN THAT INCLUDES STRATEGIES AND STEP-BY-STEP WARRANTY OF 90 DAYS,AFTER COMPLETION OF WORK,DURING WHICH Revisions: THE CONTRACTOR SHALL LEAVE THE ENTIRE INSTALLATION IN COMPLETE METER,PROBES,HOSES,FLOW CHARTS,AND CARRYING CASE.EACH VALVE SHALL J.1. REDUNDANT,DUAL GAS VALVES(2-STAGE HEATING). HAZARD LEVEL(SHL)A OF THE"SEISMIC RESTRAINT MANUAL:GUIDELINES FOR PROCEDURES. TIME THE OWNER,AT THEIR DISCRETION,MAY REQUEST A RECHECK OR WORKING ORDER FREE FROM ANY DEFECTIVE MATERIAL,WORKMANSHIP OR F. ACCESS DOORS IN DUCTWORK:SHALL BE VENTLOCK,DUCTNIATE OR APPROVED HAVE AN IDENTIFICATION TAG ATTACHED BY CHAIN,AND BE FACTORY MARKED MECHANICAL SYSTEMS'DATED 2009,AS PUBLISHED BY S.M.A.C.N.A.AND ALSO IN RESETTING OF ANY OUTLET,SUPPLY AIR FAN,OR EXHAUST FAN AS FINISH.HE SHALL GUARANTEE TO REPAIR OR REPLACE,WITHOUT CHARGE, EQUAL,STAMPED OR FORMED INSULATED ACCESS DOORS COMPLETE WITH ALL WITH THE ZONE IDENTIFICATION,VALVE NUMBER,AND FLOW RATE. J.2. INTERMITTENT PILOT IGNITION. ACCORDANCE WITH APPLICABLE LOCAL BUILDING CODES. B. COMPLETE SYSTEM-READINESS CHECKS AND PREPARE REPORTS. LISTED IN EST REPORT. DEFECTS DUE TO FAULTY WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE HARDWARE AND SEALANT. VERIFY THE FOLLOWING: YEAR FROM THE DATE OF FILING OF THE NOTICE OF COMPLETION. M. MANUAL AIR VENT:BRONZE BODY AND NONFERROUS INTERNAL PARTS;150-PSIG J.3. ELECTRONIC-SPARK IGNITION SYSTEM. B. ALL ROOFTOP EQUIPMENT SHALL HAVE PROPER ANCHORING AND RESTRAINT B.1. PERMANENT ELECTRICAL-POWER WIRING IS COMPLETE. END OF SECTION G. JOINT SEALING: WORKING PRESSURE;225'F OPERATING TEMPERATURE;MANUALLY OPERATED SYSTEMS AND SHALL BE SECURED TO A ROOF CURB,EQUIPMENT PAD,OR OTHER 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS G.1. THE FOLLOWING ITEMS ARE TO BE SEALED WITH HARDCAST DT TAPE AND WITH SCREWDRIVER OR THUMBSCREW;WITH 1/8"DISCHARGE CONNECTION AND Y," J.4. HIGH-LIMIT CUTOUT. STRUCTURAL MEMBER TO PREVENT LATERAL,VERTICAL,OR OVERTURNING B.2. HYDRONIC SYSTEMS ARE FILLED,CLEAN,AND FREE OF AIR, ADHESIVE: INLET CONNECTION. MOVEMENT WITHOUT SACRIFICING ANY RESILIENT VIBRATION ISOLATION A. PROVIDE COMPLETE OPERATION AND MAINTENANCE MANUALS COVERING ALL G.1.a. LONGITUDINAL AND TRANSVERSE SEAMS OF RECTANGULAR DUCTWORK. J.S. FORCED-DRAFT PROVING SWITCH. REQUIREMENTS. B.3. AUTOMATIC TEMPERATURE-CONTROL SYSTEMS ARE MECHANICAL SYSTEMS AND EQUIPMENT THAT HAVE BEEN INSTALLED.A HARD G.1.b. ALL ROUND FITTINGS AND JOINT CONNECTORS USE FTA-20 FOR INDOOR N. AUTOMATIC AIR VENT:DESIGNED TO VENT AUTOMATICALLY WITH FLOAT OPERATIONAL. COPY&SOFT COPY OF THE MANUAL SHALL BE PROVIDED TO AN OWNER. USE AND RTA-20 FOR OUTDOOR USE. PRINCIPLE;BRONZE BODY AND NONFERROUS INTERNAL PARTS;150-PSIG WORKING K. ELECTRIC HEAT:MANUFACTURER'S STANDARD CONSTRUCTION,ELECTRIC 3.02 TESTING AND BALANCING(SEE ALSO,SECTION 15990) PRESSURE;2407 OPERATING TEMPERATURE;WITH A,"DISCHARGE CONNECTION RESISTANCE,FACTORY WIRED FAR SINGLE-POINT WIRING CONNECTION,WITH BA. EQUIPMENT AND DUCT ACCESS DOORS ARE SECURELY CLOSED. B. PROVIDE INSTRUCTIONS TO STORE PERSONNEL AS TO OPERATION OF ALL HVAC G.2. FLEXIBLE DUCT AT DIFFUSERS SHALL USE INTEGRAL STAINLESS STEEL DRAW ANDI/V INLET CONNECTION. OVERCURRENT AND OVERHEAT PROTECTION DEVICES. BALANCING OF THE AIR CONDITIONING SYSTEM WILL BE PERFORMED BY AN EQUIPMENT AND THERMOSTATS,INSTRUCTION PERIOD TO COMMENCE FOR BAND AND PRESSURE SENSITIVE TAPE,HARDCAST P-301 OR EQUAL. INDEPENDENT EST AND BALANCING AGENCY.THE MECHANICAL CONTRACTOR B.5. BALANCE,SMOKE,AND FIRE DAMPERS ARE OPEN. MINIMUM OF(2)HOURS AND SHALL BE SCHEDULED AT OWNER'S CONVENIENCE. 0. Y-PATTERN STRAINERS:125-P$IG WORKING PRESSURE;CAST-IRON BODY(ASTM A L. ECONOMIZER CONTROL:RETURN-AND OUTSIDE-AIR DAMPERS,OUTSIDE-AIR SHALL COOPERATE WITH THE SELECTED TEST AND BALANCE AGENCY IN THE ALSO,PROVIDE STORE MANAGER WITH OPERATION MANUAL. H. BRACING$,HANGERS,NUTS,ETC.SHALL BE GALVANIZED. 126,CLASS B),THREADED CONNECTIONS FOR 2"AND SMALLER,BOLTED COVER, FILTER,FULLY MODULATING ELECTRONIC-CONTROL SYSTEM WITH ADJUSTABLE FOLLOWING MANNER: B.B. ISOLATING AND BALANCING VALVES ARE OPEN AND CONTROL PERFORATED STAINLESS-STEEL BASKET,AND BOTTOM DRAIN CONNECTION. MIXED-AIR THERMOSTAT AND AUTOMATIC CHANGEOVER THROUGH ADJUSTABLE VALVES ARE OPERATIONAL. 1.10 CUTTING AND PATCHING I. CURVED ELBOWS SHALL HAVE CENTERLINE RADIUS EQUAL TO ONE AND ONE-HALF DRY BULB/ENTHALPY-CONTROL DEVICE. A. PROVIDE SUFFICIENT TIME BEFORE FINAL COMPLETION DATE SO THAT TEST AND TIMES DUCT WIDTH IN PLANE OF TURN. P. FLEXIBLE CONNECTORS:STAINLESS-STEEL BELLOWS WITH WOVEN,FLEXIBLE, BALANCING CAN BE ACCOMPLISHED. B.7. CEILINGS ARE INSTALLED IN CRITICAL AREAS WHERE AIR-PATTERN A. CONTRACTOR SHALL DO ALL CUTTING,DRILLING AND PATCHING WHICH MAY BE BRONZE,WIRE-REINFORCING PROTECTIVE JACKET;150-PSIG MINIMUM WORKING M. VARIABLE-AIR-VOLUME CONTROL:ELECTRIC DISCHARGE-AIR-TEMPERATURE STEP ADJUSTMENTS ARE REQUIRED AND ACCESS TO BALANCING REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS SECTION OF THE J. SQUARE ELBOWS SHALL HAVE TURNING VANES.MITER ELBOWS(NOT SQUARE) PRESSURE AND 2507 MAXIMUM OPERATING TEMPERATURE.CONNECTORS SHALL CONTROLLER AND ELECTRONIC-CONTROL SYSTEM. B. PROVIDE IMMEDIATE LABOR AND TOOLS TO MAKE CORRECTIONS WHEN REQUIRED DEVICES IS PROVIDED. SPECIFICATIONS. SHALL HAVE SPUTTER VANES 3INCHES O.C. HAVE FLANGED-OR THREADED-END CONNECTIONS TO MATCH EQUIPMENT WITHOUT UNDUE DELAY.INSTALL BALANCING DAMPERS AS REQUIRED BY TEST AND CONNECTED AND SHALL BE CAPABLE OF 3/4-INCH(20-MM)MISALIGNMENT. N. LOW BALANCE CONTROL:HEAD-PRESSURE CONTROL,DESIGNED TO OPERATE AT BALCE AGENCY. B.B. WINDOWS AND DOORS CAN BE CLOSED SO INDICATED B. PATCHING SHALL BE OF THE SAME WORKMANSHIP,MATERIAL,AND FINISH AND K. VOLUME DAMPERS SHALL BE CONSTRUCTED TO SMACNA STANDARDS AND SHALL TEMPERATURES AS LOW AS 30-F. CONDITIONS FOR SYSTEM OPERATIONS CAN BE MET. SHALL MATCH ACCURATELY ALL SURROUNDING CONSTRUCTION IN A MANNER BE YOUNG REGULATOR MODEL 4040 FOR ROUND DUCTS AND SERIES 820 FOR Q. INSULATE ALL WATER PI PING WITH DENSITY FIBROUS GLASS INSULATION WITH C. THE CONTRACTOR SHALL PUT ALL HEATING,VENTILATING AND AIR CONDITIONING SATISFACTORY TO THE OWNER.NO CUTTING OF THE STRUCTURE SHALL BE RECTANGULAR DUCTS. WHITE KRAFT BONDED TO ALUMINUM FOIL.THICKNESS AND R-VALUE AS PER TABLE 0. THERMOSTAT:STAGED HEATING AND COOLING WITH MANUAL OR AUTOMATIC SYSTEMS AND EQUIPMENT INTO FULL OPERATION AND SHALL CONTINUE THE 2.03 GENERAL PROCEDURES PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNER. 120.3-A OF CEC STANDARDS.FITTINGS SHALL BE INSULATED WITH PRE-MOLDED CHANGEOVER ON STANDARD SUBBASE. OPERATION OF SAME DURING EACH WORKING DAY OF TESTING AND BALANCING. L. CONTRACTOR SHALL PROVIDE MANUAL VOLUME DAMPERS AT ALL BRANCH FIBERGLASS INSULATION.THE INTEGRITY OF THE VAPOR BARRIER SHALL BE A. PREPARE TEST REPORTS FOR BOTH FANS AND OUTLETS.OBTAIN 2.00-DUCTWORK DUCTWORK IN SUPPLY AIR,RETURN AIR AND OUTSIDE AIR SYSTEMS(WHETHER MAINTAINED THROUGHOUT THE INSTALLATION.TAPE AND SEAL ALL JOINTS WITH P. SMOKE DETECTORS:PHOTOELECTRIC DUCT DETECTOR LOCATED IN D. TESTING AND BALANCING AGENCY SHALL BE KEPT INFORMED OF ANY MAJOR MANUFACTURER'S OUTLET FACTORS AND RECOMMENDED TESTING SHOWN ON PLANS OR NOT)WHERE REQUIRED FOR AIR BALANCING OF HVAC VAPOR BARRIER TAPE. SUPPLYIRETURWAIR DISTRIBUTION PLENUM,TO DE-ENERGIZE UNIT. CHANGES MADE TO SYSTEM DURING CONSTRUCTION AND SHALL BE PROVIDED PROCEDURES.CROSSCHECK THE SUMMATION OF REQUIRED OUTLET 2.01 MATERIALS SYSTEMS.ALL ACCESSIBLE VOLUME CONTROLS SHALL HAVE LOCKING QUADRANTS. WITH COMPLETE AS-BUILT DRAWINGS. VOLUMES WITH REQUIRED FAN VOLUMES. ALL INACCESSIBLE CONTROLS(DAMPERS,ETC.)SHALL BE PROVIDED WITH R. REFRIGERANT PIPING TESTING TO COMPLY WITH CAL GREEN SECTIONS 5.508.2.5 Q. IN BUILDINGS THAT DO NOT HAVE FIRE ALARM SYSTEMS,PROVIDE AUDIBLE AND INSTALL HVAC,REFRIGERATION,AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT PERMANENT EXTENSIONS TO ACCESSIBLE SPACES.BRANCH VOLUME CONTROLS AND 5.508.2.6. VISUAL ALARM EQUAL TO AIR PRODUCTS AND CONTROL INC.MODEL MS-RHIP/A IN E. THE MECHANICAL CONTRACTOR SHALL INCLUDE THE COSTS OF DAMPERS,PULLEY B. FOR VARIABLE-AIR-VOLUME SYSTEMS,DEVELOP A PLAN TO SIMULATE CONTAIN CHLOROFLUOROCARBONS(CFCs)OR HALONS. ARE IN ADDITION TO VOLUME CONTROLS AT THE REGISTERS AND DIFFUSERS. AN APPROVED LOCATION. AND BELT CHANGES IN HIS CONTRACT. DIVERSITY. 3.02 EXECUTION: 2.01.1 METAL AIR DUCTS M. DIFFUSERS,GRILLES AND REGISTERS:AIR INLETS,OUTLETS SHALL BE PROPERLY R. ELECTRICAL CONVENIENCE OUTLET:FACTORY WIRED 115-V,AC FUSED OUTLET, 3.03 SPECIAL CONDITIONS C. DETERMINE THE BEST LOCATIONS IN MAIN AND BRANCH DUCTS FOR SET IN PLACE.REGISTERS AND GRILLES SHALL BE TIGHTLY SEALED.EACH A. INSTALL HANGERS,SUPPORTS,CLAMPS,AND ATTACHMENTS TO SUPPORT PIPING SEPARATELY FUSED,LOCATED IN UNIT CABINET. ACCURATE DUCT-AIRFLOW MEASUREMENTS. A. SHEET METAL RECTANGULAR AND ROUND DUCTWORK,PLENUMS,AND CASINGS REGISTER AND DIFFUSER SHALL BE EQUIPPED WITH AVOLUME DAMPER OR AIR PROPERLY FROM BUILDING STRUCTURE;COMPLY WITH MSS SP-69.ARRANGE FOR A. AIR CONDITIONING EQUIPMENT ON ROOF:THE EXACT EQUIPMENT LOCATIONS ON N Description Dat SHALL BE FABRICATED IN STRICT ACCORDANCE WITH LATEST EDITION OF EXTRACTOR,PAINT INTERIOR SURFACE OF ALL UN ITS FLAT BLACK.FACE AND TRIM GROUPING OF PARALLEL RUNS OF HORIZONTAL PIPING TO BE SUPPORTED S. OPERATING CONTROLS:FACTORY-INSTALLED MICROPROCESSOR CONTROLS AND THE ROOF SHALL BE FIELD VERIFIED BY CONTRACTOR.THE INTENT OF THE DESIGN D. CHECK AIRFLOW PATTERNS FROM THE OUTDOOR-AIR LOUVERS AND 0e SMACNA'S"HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE"BASED OF ALL UN ITS SHALL BE FINISHED.SIZE,FINISH,FRAMES,ACCESSORIES,CAPACITY TOGETHER ON TRAPEZE TYPE HANGERS WHERE POSSIBLE.INSTALL SUPPORTS MONITORS UNIT AND COMMUNICATES WITH CENTRAL CONTROL PROCESSOR. IS TO UTILIZE A MANUFACTURER-SUPPLIED ROOF CURB THAT WOULD SUPPORT THE DAMPERS AND THE RETURN-AND EXHAUST-AIR DAMPERS THROUGH Project No.: 23.043.10/30 ON INDICATED STATIC-PRESSURE CLASS. AND PATTERN AS SHOWN ON DRAWINGS. WITH MAXIMUM SPACING COMPLYING WITH MSS SP59.WHERE PIPING OF VARIOUS S.1. CONTROL OUTPUTS:2-STAGE HEATING,2-STAGE COOLING;AND AUTOMATIC NEW EQUIPMENT. THE SUPPLY-FAN DISCHARGE AND MIXING DAMPERS. SIZES IS TO BE SUPPORTED TOGETHER BY TRAPEZE HANGERS,SPACE HANGERS OR CONTINUOUS FAN OPERATION AND ECONOMIZER DAMPER OPERATION. Drawn By: B. MATERIAL FOR DUCTWORK SHALL BE HOT DIPPED GALVANIZED(G60)STEEL OF FOR SMALLEST PIPE SIZE OR INSTALL INTERMEDIATE SUPPORTS FOR SMALLER 8.2. CONTROL SENSORS:RETURN-AIR-TEMPERATURE SENSOR,FAN B. CONTRACTOR SHALL CONFORM TO MANUFACTURER'S PUBLISHED INSTALLATION E. LOCATE START-STOP AND DISCONNECT SWITCHES,ELECTRICAL Reviewed By: GAUGES SHOWN IN THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS.ALL 2.02 EXECUTION DIAMETER PIPE. AIRFLOW-PROVING SWITCH,DIRTY-FILTER SWITCH, AND ASSEMBLY GUIDE.INSTALLATION SHALL CONFORM TO STRUCTURAL INTERLOCKS,AND MOTOR STARTERS. DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH PRESSURE DISCHARGE-AIR-TEMPERATURE SENSOR,ROOM-TEMPERATURE SENSOR,AND ENGINEERS'S REQUIREMENTS. Scale: CLASSIFICATION SCHEDULES OF NO LESS THAN CLASS+/-2"W.G.,AND SHALL BE A. ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY B. INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY INSERTS,BOLTS, NIGHT-SETBACK-OVERRIDE SWITCH. F. VERIFY THAT MOTOR STARTERS ARE EQUIPPED WITH PROPERLY SIZED Date: SEALED TO THE DUCT SEALING REQUIREMENTS OF CLASS"C"MINIMUM. PRACTICES WHICH WILL ACHIEVE AIR TIGHT(MAX.5%LEAKAGE)AND NOISELESS RODS,NUTS,WASHERS AND OTHER ACCESSORIES.EXCEPT AS OTHERWISE S.3. CONTROL FEATURES:DAY/OCCUPIED MODES FOR HIGH OR LOW ENTHALPY C. STRUCTURAL SUPPORT FOR THE AIR CONDITIONING UNIT:THE OWNER SHALL THERMAL PROTECTION. (NO OBJECTIONABLE NOISE)SYSTEMS,CAPABLE OF PERFORMING EACH INDICATED INDICATED FOR EXPOSED CONTINUOUS PIPE RUNS,INSTALL HANGERS AND AND NIGHT/UNOCCUPIED MODE. ENGAGE LICENSED STRUCTURAL ENGINEER TO DESIGN THE STRUCTURAL Filename: C. SELECT TRANSVERSE JOINT AND LONGITUDINAL SEAM TYPES,FIGURES 14 AND 15 SERVICE.INSTALL EACH RUN WITH MINIMUM OF JOINTS. SUPPORTS OF SAME TYPE AND STYLE AS INSTALLED FOR ADJACENT SIMILAR SUPPORT FOR THE AIR CONDITIONING UNIT ON THE ROOF.THE MECHANICAL G. CHECK DAMPERS FOR PROPER POSITION TO ACHIEVE DESIRED RESPECTIVELY,AND FABRICATE RECTANGULAR DUCTWORK ACCORDING TO PIPING. T. DEMAND CONTROL VENTILATION:HVAC SYSTEM WITH DCV,CO2 SENSOR SHALL BE CONTRACTOR IS TO COORDINATE ALL WORK WITH THE STRUCTURAL ENGINEER. AIRFLOW PATH. Sheet Title: $MACNA'$"HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE'. B. ALIGN DUCTWORK ACCURATELY AT CONNECTIONS,WITHIN 118'MISALIGNMENT INSTALLED IN THE SPACE.DEMAND VENTILATION CONTROLS SHALL MAINTAIN CO2 TOLERANCE AND WITH INTERNAL SURFACES SMOOTH. C. PREVENT ELECTROLYSIS IN SUPPORT OF COPPER TUBING BY USE OF HANGERS CONCENTRATIONS LESS THAN OR EQUAL TO 600 RPM PLUS THE OUTDOOR AIR CO2 D. ALL REQUIRED PENETRATIONS OF EXISTING ROOFING SYSTEM SHALL BE MADE BY H. CHECK FOR AIRFLOW BLOCKAGES. D. SELECT ELBOWS,TRANSITIONS,OFFSETS,BRANCH CONNECTIONS,TEES AND AND SUPPORTS WHICH ARE COPPER PLATED,OR BY OTHER RECOGNIZED CONCENTRATION IN ALL ROOMS WITH CO2 SENSORS. LANDLORD'S ROOFING CONTRACTOR AT OWNERS EXPENSE AFTER NOTIFICATION LATERALS,AND OTHER FITTING TYPES,AND FABRICATE ACCORDING TO SMACNA'S C. SUPPORT DUCTS RIGIDLY WITH SUITABLE TIES,BRACES,HANGERS AND ANCHORS INDUSTRY METHODS. TO LANDLORD FOR APPROVAL. 'HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE". OF TYPE WHICH WILL HOLD DUCT TRUE TO SHAPE AND WILL PREVENT BUCKLING. CITY APPROVED PLANS MECHANICAL SPECIFICATIONS Permit 24-0560 PLANS MUST BE KEPT ON JOB SITE FOR ALL INSPECTIONS oetea:osroerzou Sheet#: Pe9e Zaof40 M 0.3 © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL® 04.12.24 1ST P�aHgeUl3pQILof 47Q22724 W JATT E. MAJEED,ARCHITECT ®21&M151 ©216l noon PIm dVOWRkaimM0511md,IMI 44131 Seal: COMcheck Software Version 4.1.5.5 COMcheck Software Version 4.1.5.5 settien seceon x NSEp ACIES Q E� Compliance E� Q Certificate '� .,y ( +p Q Checklist #R. Footing/Foundation Inspection Compiles? Comments/Assumptions # Plumbing Rough-In Inspection Complies? Comments/Assumptions j 8793 ENGINEERING -/ Mechanical Compliance Ce Lilica Lei -/ Inspection Checklist C43.12.D2 Snow/ice melting system and freeze ',[Complies ',Requirement will be met. c4045,Real.ID Heated water supply piping conforms ',[Complies Exception:Requirement does not apply. 61- 400 N.McCarthyCBlvd,ate 6250 V V protection systems have sensors and []Does Not C404.5.1, to pipe length and volume [Does Not Mill as,CA 95035 C403.12.3 controls configured to limit service for C404.5.2 requirements.Refer to section details.: ph:(408)522-5255 Energy Code:2018 IECC Fo4 z i observable', [Npt Observable [ ] pavement temperature and outdoorONotA Applicable [PL6]a [NotA ble fix:(408)5225260 Requirements:100.0%were addressed directly in the COMcheck software temperature.future connection to pp ice a pp ice info@atles.net Project Information Text in the"Comments/Assum bons"column is controls. Co d ht c 2024 p provided by the user in the COMcheck Requirements screen.For each C404.5, Heated water supply piping conforms [Complies ;Exception:Requirement does not apply. py g O Energy Code: 2018 IECC requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception Additional Comments/Assumptions: C404.5.1, to pipe length and volume :[Does Not Pmjed Title: Existing Major Bldg.Shell Remodel is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. C4o4.5.2 requirements.Refer to section details.:,[Not observable; I Pt5]3 to cation: Twin Falls,Idaho :[Not Applicable Section AProject for: Climate Zone: 5b # Plan Review Complies? Comments/Assumptions Project Type: Alteration SReQ.ID C404.6.3 Pumps that circulate water between :[Complies Exception:Requirement does not apply. C103.2 Plans,specifications,and/or [Complies Requirement will be met. [PL7]s heater and storage tank have controls:[Does Not that limit operation from startup to I PR2]r calculations provide all information [Does Not <=5 minutes after end of heating :[-]Not Observable; Construction Site: Owner/Agent: Designer/Conliador: with which compliance can be [Not Observable cycle. [Not Applicable is 815 Poles Street East Carmen Lee determined for the mechanical '�ONot A 1 Ida C404.6.3 Pum that circulate water between a'.00om I es Exception:Requirement does not a Twin Falls,ID 83301 Acies Engineering :systems and equipment antl pp ice ps p p Ion: quiremen apply. 400 N.McCarthy Blvd document where exceptions to the [PL71s that limit o heat r and storage tank foam startup ❑Does Not Suite 250 'standard are claimed.Load < peso p calculations per acceptable =5 minutes after end of heating :[Not Observable', Milpitas,CA 95035 1e. [Not Applicable Q 4085225255 engineering standards and cYc 'fo@acies.net handbooks. C404.7 Demand recirculation water systems :[Complies Exception:Requirement does not apply. Additional Comments/Assumptions: IPl ave cntrols that start the pump :[Does Not I upon receiving a signal from the ONut Observable; Mechanical Systems List action of a usermi a fixture or 1 1 1 :cti nnice and limits the temperature :[Not Applicable 1 of the water entering the cold-water Quantity System Type 8 Description piping to 104°F. ' 1 RTU-S-1(Single Zone): C404.7 Demand recirculation water systems :[CompliesException:Requirement does not apply. Heating:1 each-Central Furnace,Gas,Capacity=122 kBtu/h IPLB]3 have controls that start the pump ❑Does Not Pro ed Efficien 81.00%Et,Re d Efficiency:80.00%Et or 80%AFUE upon receiving a signal from the pos cy= quire y O Not Observable O Coolin 1 each-Single Package DX Unit,Ca aci 72 kB1Wh,Air-Cooled Condenser,Air Economizer acti n of a user of a fixture or g' g g p b app ionic¢and limits the temperatu re :[Not Applicable PEr 0 roposed Efficiency=11.00 EER,Required Efficiency:11.00 EER t 1261EER of the water entering the cold-water LLJ M Fan System:FAN SYSTEM I-Compliance(Motor nameplate HP method):Passes piping to 104°F.Fans: Additional Comments/Assumptions: O LJJ Q FAN 1 Supply,Constant Volume,2400 CFM,3.0 motor nameplate hp,0.9 fan eficiency grade I I I LLI _ 1 RTU-S-2(Single Zone): W Heating:1 each-Central Furnace,Gas,Capacity=150 kBtu/h J Proposed Efficiency=81.00%Et,Requied Efficiency:80.00%Et or 80%AFUE ` (n J Gaoling:1 each-Single Package DX Unit,Capacity=72 kBtWh,Air-C-lad Condenser,Air Ewnomizer Proposed Efficiency=11.00 EER,Required Efidency:11.W EER+12.61EER L]_I < Fan System:FAN SYSTEM 1--Compliance(Motor nameplate HP method):Passes O IL Fna (D J I z FAN 1 Supply,Constant Volume,2400 CFM,3.0 motor nameplate to,0.9 fan efficiency grade Ln Mechanical Compliance Statement w CD Compliance Statement:The proposed mechanical alteration project represented in this document is consistent with the building MD requirements specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been 'y`(�/ designed to meet the 20181ECC requirements In COMcheck Version 4.1.5.5 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. - 1--as _ ('�1 CARMEN LEE-PROJECT MANAGER 02-27-2024 ^ UJrv^•,/ Name-Title Signature Date X 4 3 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) 11 IHigh Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) w `^I Project Title: Existing Major Bldg.Shell Remodel Report date:02/27/24 Project Title: Existing Major Bldg.Shell Remodel Report date:0227/24 Project Title: Existing Major Bldg.Shell Remodel Report date:02/27/24 Project Title: Existing Major Bldg.Shell Remodel Report date:02/27/24 Data filename: PAMCG\2022\221790 Cl 851 Pole St.East,Twin Falls, Page 1 of 11 Data filename: PAMCG\2022\221790 Cl 851 Pole St.East,Twin Falls, Page 2 of 11 Data filename: PAMCG\2022\221790 Cl 851 Pole St.East,Twin Falls, Page 3 of 11 Data filename: PAMCG\2022\221790 Cl 851 Pole St.East,Twin Falls, Page 4 of 11 ID\Shops\Mechanical\Calculations\Comcheck.cck ID\Shops\Mechanical\Calculations\Comcheck.cck ID\Shops\Mechanical\Calculations\Comcheck.cck ID\Shops\Mechanical\Calculations\Comcheck.cck Client: Section Section Section Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions # Mechanical Rough-In Inspection Complies? Comments/Assumptions # Mechanical Rough-In Inspection Compiles? Comments/Assumptions # Rough-In Electrical Inspection Complies? Comments/Assumptions S Req.ID �Re.ID &Re.ID SReq.ID WOOD INVESTMENTS C402.2.6 Thermally ineffective panel surfaces of OComplies Exception:Requirement does not apply. C403.7.2 Enclosed parking garage ventilation [Complies Exception:Requirement does not apply. C403.5.3. System capable of relieving excess [Complies 1 Requirement will be met. C405S Low-voltage dry-type distribution [Complies Exception:Requirement does not apply. INC.[ME41]s nsible heating panels have Not [ME115]3 has automatic contaminant detection []Does Not 4 outdoor air during air economizer :[Does Not [EL2fi]z electric transformers meet the :[Does Not COMPANIES, C Insulation>=R-3.5. :[Not Observable and capacity to stage or modulate [Not Observable [ME125]' operation to prevent overpressurizing:[Not Observable minimum efficiency requirements of :[Not Observable fans to 50%or less of design capacity. the building.The relief air outlet Table C405.6. :,[Not Applicable [Not Applicable located to avoid recirculation into the [Not Applicable :,[Not Applicable 14 CORPORATE PLAZA,.SUITE 121), C403.8.4 �IMotors for fans that are not less than :[Complies Exception:Requirement does not apply. C403.7.6 HVAC systems serving questrooms in [Complies Exception:Requirement does not apply. building. C405.7 Electric motors meet the minimum ',[Complies Requirement will be met. [ME 142]z 11/12 hp and less than 1 hp are :[Does Not [ME141]3 Group R-1 buildings with>50 [Does Not C403.5.3. Return,exhaust/relief and outdoor air:[Complies Requirement will be met. [EL27]� efficiency requirements of Tables :[Does Not NEWPORT BEACH,CA 92660 i electronically commutated motors or questrooms:Each guelt1i is 5 dampers used In economizers have :[Does Not C405.7(1)through C405.7(4). :[Not Observable', [Not Observable', 'ONot Observable have a minimum motor efficiency of provided with controls that [ME126]' motorized dampers[hat automatically Efficiency verified through certification', 170 percent.These motors have the [Not Applicable automatically manage temperature [Not Applicable shut when not in use and meet ONgt Observable', under an approved certification :[Not Applicable means to adjust motor Speed. setpoint and ventilation(see sections m leakage rates.Reference :[Nat Applicable program or the equipment efficiency C403.8.4 l Motors for fans that are not less than [Complies ;Exception:Requirement does not apply. C403.7.6.1 and C403.7.6.2). section uC403.7.7 for details. ratings shall be provided by motor [ME 142]z I1/12 hp and less than 1 hp are :[Does Not C403.7.4 Exhaust air energy recovery on [Complies Exception:Requirement does not apply. C403.5.3. Return,exhaust/relief and outdoor air',[Complies Requirement will be met. manufacturer(where certification Revisions: '.i electronically commutated motors or [ME57]r 'systems meeting Table C403.7.4(1) [Does Not 5 dampers used In economizers have '[Does Not programs do not exist). have a minimum motor efficient of ([Not Observable; and C43.7.4(2). C405.8.2, Escalators and moving walks tom :[Coro lies Ex option:Requirement does not a Y [ME126]' motorized dampers that automatically py p c p quiremen apply. I70 percent.These motors have the ([Not Applicable .[Not Observable'( shut when not In use and meet .[Nat Observable'( 1405.8.2. with ASME A37.1/CSA B44 and have :[Does Not -means to adjust motorspead. ',[Not Applicable maximum leakage rates.Reference ',[Not Applicable 1 automatic controls configured to C403.8.5 Each DX coolings Stem>65 kBtu OCom lies !Requirement will be met. C403.7.5 Kitchen exhausts [ems comply with [Coro lies Exception:Requirement does not a section C403.7.7 for details. [EL28]� reduce speed to[he minimum :[Not Observable y p qu ys pywi p p quiremen apply. :iA Applicable [ME143]z land chiller water/evaporative cooling :[Does Not [MEllfi]a replacement air and conditioned [Does Not C403.4.1. Heatin for vestibules and air curtains',[com lies ',Exce flan:Re [does note I permitted speed in accordance with PP its g p p quiremen pp y. ASME A17.1/CSA B44 or applicable 1,system with fans>1/4 hp are supply air limitations,antl satisfy hood 4 with inte heat include '�❑ pp its id to vary the indoor fan airflow:,[Not Observable, q req.1iremen s an [Not Observable' 9ra g inc Does Not local code when not conveying ratio t dmaximum [ME63]� automatic controls that shut off the s a function of load and complywith :[Not Applicable exhaust rate criteria. ON ot Applicable a is [Not Observable'( passengers. wi heatin system when out air (detailed requirements of this section. C403.11.1 HVAC ducts and plenums Insulated in [Complies Exception:Requirement does not apply. temperatures>45F.Vestibule :[Not Applicablei �C411,1 Total voltage drop across the ',[Complies Exception:Requirement does not apply. C403.8.5 Each DX cooling system>fi5 kBtu ',[Complies ;Exception:Requirement does not apply. cordance with C403.11.1 and [Does Not heating and coaling systems [EL24]z ombination of feeders and branch '[Does Not [ME3435 land chiller water/evaporative cooling :[Does Not C403.11.2 constructed in accortlance with 'controlled by a thermostat in the chits<=5%. :[Not Observable s t with fans>1/4 h ME60 2 C403.11.2,verification ma [Not Observable', g setpoint<_ �cir ys em wi pare [ ] y need to ,vestibule with heatin [Not Applicable (designed to vary he indoor fan aidlOw:,[Not Observable occur during Foundation Inspection. [Not Applicable 60F a nd cooling setpoint>=80F. s a function of load and comply with :[Not Applicable C403.3.3 Hot gas bypass(trotted to:<=240 ',[Complies ',Requirement will be met. Additional Comments/Assumptions: :detailed requirements of this section. C403.5, Air economizers provided where [Complies Requirement will be met. [M E35]` kBtu/h-50%>240 kBtu/h-25% :[Does Not C403.12.1'Systems that heat outside the building',[Complies ;Exception:Requirement does not apply. C403.5.1, required,meet the requirements for [Does Not : C403.5.2 design capacity,control signal, : :[Not Observable', [ME71]� nvelope are radiant heat Systems :[Does Not []Not Observable: central led b [ME62]' ventilation controls,high-limit shut-off, :,[Not Applicable y an occupancy sensing :[Not Observable: integrated economizer control,and [Not Applicable :device or time C403.3.3 Hot gas bypass li0kBtuto-<=240 :[Complies :Requirement will be met. [Not Applicable �rovitle a means to relieve excess : [ME35]r kBtu/h-50%>240 kBtu/h-25% :❑ : C403.2.3 HVAC equipment efficiency verified. :[Complies ;seethe Mechanical systems list for values. outside ai r during operation. Does Not Not C403.5, Air economizers provided where [Complies :Requirement will be met. :O Not Observable: C403.5.1, required,meet the requirements for [Does Not :O Not Applicable :O Not Observable: C403.5.2 design capacity,control signal, : C408.2.2. Air outlets and zone terminal devices :[Complies Exception:Requirement does not apply. �[Not Applicable [ME62]' ventilation controls,hi h-Iimit shut-off,[Not Observable: :[Does Not 9 1 have means for air balancing. gnos p Requirement economizer control,antl [Not Applicable : C403.5.5 Fault detection with an,coo!ad !a tics :[Dom lies :Re twill be met. [ME53]s Not Observable [ME313]z 1.installed with air-cooled unitary DX :[Does Not provide a means to relieve excess : :❑ i units having economizers. ; outside air during operation. :,[]Nat Applicable :[]Not Observable I C403.5.3. Air economizers automatically reduce [Complies :Requirement will be met. C403.5, Refrigerated display cases,walk-in :[Complies Exception:Requirement does not apply. [Not Applicable 3 outdoor air intake to the design [Does Not : C403.5.1, coolers or walk in freezers served by :[Does Not C403.5.5 Fault detection and diagnostics :[Complies ;Requirement will be met. IME124]' m nimum outdoor air quantity when : C403.5.2 mote compressors and remote outdoor air intake will not reduce [Not Observable: [ME3 5 s c :[Not Observable [ME113] installed with aiM1cooled unitary DX :[Does Not ] ondensers not located in a units having economizers. cooling energy usage.See Table [Not Applicable : con unit,have fan-powered :[Not Applicable :[Not Observable: C403.5.3.3 for applicable device types : condensers that comply with Sections [Not Applicable and climate zones. C403.5.1 and refrigeration compressor: C403.2.2 Natural or mechanical ventilation is :[Complies Requirement will be met. C403.5.3. Air economizersautomatically reduce [Complies :Requirement will be met. systems that comply with C403.5.2.. IME59]� provided in accordance with :[Does Not 3 outdoor air intake to the design ODoes Not : Additional Comments/Assumptions: International Mechanical Code :[Not Observable; [M E124]' mninnum outtloor air quantity when ONot Observable: :Chapter 4.Mechanical ventilation has [Not Applicable outdoor air intake will not reduce capability to reduce outdoor air supply pPice a cooling energy usage.See Table [Not Applicable Into minimum per IMC Chapter 4. C403.5.3.3 for applicable device types C403.7.1 Demand control ventilation provided :[Complies Exception:Requirement does not apply. and climate zones. [ME59]' for spaces>500 ft2 and>25 :[Does Not C403.5.3.'System capable of relieving excess [Complies :Requirement will be met. N0. Description Date people/1000 ft2 occupant density and: 4 outdoor air du dng air economizer [Does Not : served by systems with air side :[Not Observable [ME125]i :,operation to prevent overpressurizing : Project No.: 2.3.04.3.10/.30 auto modulating outside :[Not Applicable ',the building.The rel ief air outlet [Not Observable: air odamperrcontrol,or design airflow : (located to avoid recirculation into the [Not Appl icable : Drawn By: >3,000 cfm. (building. Reviewed By: Scale: 1 IHigh Impact(Tier 1) 12 iMedium Impact(Tier 2) 3 Low Impact(Tier 3) 11 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 13 1 Low Impact(Tier 3) 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Date: Project Title: Existing Major Bldg.Shell Remodel Report date:02/27/24 Project Title: Existing Major Bldg.Shell Remodel Report date:022724 Project Title: Existing Major Bldg.Shell Remodel Report date:02/27/24 Project Title: Existing Major Bldg.Shell Remodel Report date:02/27/24 Filename: Data filename: PAMCG\2022\221790 Cl 851 Pole St.East,Twin Falls, Page 5 of 11 Data filename: PAMCG\2022\221790 Cl851 Pole St.East,Twin Falls, Page 6 of 11 Data filename: PAMCG\2022\221790 CL3,851 Pole St.East,Twin Falls, Page 7 of 11 Data filename: PAMCG\2022\221790 Cl 851 Pole St.East,Twin Falls, Page 8 of 11 Sheet TRIe: ID\Shops\Mechanical\Calculations\Comcheck.cck ID\Shops\Mechanical\Calculations\Comcheck.cck ID\Shops\Mechanical\Calculations\Comcheck.cck ID\Shops\Mechanical\Calculations\Comcheck.cck CITY APPROVED PLANS MECHANICAL COMPLIANCE Reviewed for code Comps noe Permit:24-0560 PLANS MUST BE KEPT ON JOB SITE FOR ALL INSPECTIONS oetea:osros/zoza Sheet#: Pe9e Za of 40 M 0.4 © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL® 04.12.24 1ST Pr CHECK SUIjpQITyLLof 47D22724 W JATT E. MAJEED,ARCHITECT ®21&M151 ©Y111=1587 noo a Presto VOW R4 aim=11511 b,IMI 44131 Seal: �SVOW+f \,10ENSEO ACIES Section Section # Finallnspection complies? comments/Assumptions # Finallnspection complies? Comments/Assumptions 18793 ENGINEERING &Req.ID &Req.ID 1313.3, Furnished O&M manuals for HVAC ',OComplies Requirement will be met. C408.2.1 Commissioning plan developed by OComplies Requirement will be met. Lr 400 N.McCarthy Blvd,sts 250 C408.2., . systems within 90 days of systemODoes Not [FI28]1 registered design professional or OD°es Not CJ`�' Milpitas,CA 95036 3 acceptance. approved agency. ph:(408)522-5255 ',O ry [FIB]3 Not Obseable ONot Observable', fx:(408)5225260 O Not Applicable ONot Applicable info@acies.net C403.2.2 HVAC systems and equipment ',OCom lies Re twill be met. C408.2.3. HVAC equipment has been tested to OComplies Requirement will be met. Copylight©2024 ys quipmen p quiremen 1 ensure proper operation. ODoes Not [H27]3 capacity does not exceed calculated ODoes Not [FI3111 loads. ',ON e; O ot Observable; Observable i ONot Applicable ONot Applicable C403.2.4. Heating d cooling to each zone is ',OCom lies Requirement will be met. C408.2.3. HVAC control systems have been OComplies Requirement will be met. A Project for: g an g p2 tested to ensure proper operation, ODoes Not 1 controlled by a thermostat control. :ODoes Not [FI3011 calibration and adjustment of controls. [FI47]3 Minimum one humidity control device I ONot Observable; ONot Observable', per installed ONot Applicable humidification/dehumidification ',ONot Applicable C408.2.3. Fconomizers have been tested to OComplies Requirement will be met. system. 1 3 sure proper operation. ODoes Not C403.2.4. Heating and cooling to each zone is OComplies Requirement will be met. [FI3211 en ,ONot Observable', 1 controlled by a thermostat control. ODoes Not :ONotA Applicable [F147]3 Mlnlmum one humidity control device pp ica a installed Observable rycommissioninq repo p Requirement per ins a C408.2.4 Prelimina report OCom lies Re twill be met. humidification/dehumidification ',ONot Applicable [F]2911 completed and certified by registered ODoes Not system. I design professional or approved ONot Observable', ••••••� C403.4.1. Thermostatic controls have a 5°F Complies Requirement will be met. agency.O 2 tleadband. '�ODoes Not ONot Applicable [FI38]3 ',ONot Observable C408.2.5. Furnished HVAC as-bui It drawings OComplies ',Requirement will be met. W ONot Applicable 1 submitted within 90 days of system LID-LIDNot [FI7]3 acceptance. ONot Observable', Q C403.2.4. Temperature controls s have setpoint ',OCoes Not Requirement will be met. LINot Applicable 00 1.3 overlap restrictions. 'IODoes NOt [FI20]3 C408.2.5. An air and/or hydronic system OComplies Requirement will be met. ',ONot Observable 3 balancing report is provided for HVAC ODoes Not ❑Not Applicable [FI4311 systems. C403.2.4. Each zone equipped with setback ',OGomplies Requirement will be met. ONot Observable', Q L17 2 controls using automatic time clock or'�ODoes Not ONot Applicable O w Ch [F[39]3 programmable control system. C408.2.5. Final commissioning report due to 'OComplies Requirement will be met. G ',]Not Observable J O� ONot Applicable 4 'building owner withicote of days ofoccupancy. ODoes Not L (F13011 receipt ofcertifcateofoccupancy. UJ Q C403.2.4. Automatic Controls:Setback to 55"F OComplies Requirement will be met. ONot Observable', LU 2.1, (heat)and 85-F(coop;1-day clack,2-'�ODoas Not ONot Applicable C403.2.4. hour occupant override.10-hour ''pNot Observable', p 2.2 backup Additional Comments/Assumptions:lions: J [11`140]3 ONot Applicable J C403.2.4. Systems include optimum start ',OComialles ;Requirement will be met. _J LL [F1 controls. ,Oboes Not J [F141]s ONotObsewable; J z O Not Applicable IL C403.2.4. Systems include optimum start OComplies ;Requirement will be met. 2 2.3 controls. ]Does Not [F141]' No ONot Observable; Ot Applicable T^ C408.1.1 ',Building operations and maintenance OComplies Requirement will be met. 1y,•J [F157]r documents will be provided to the ODoes Not AD man u.Documents will cover ',O Not OHtWr7T2^"`"'^ nufac[urers'Information, V/ specifications,programming ',ONot Applicable procedures and means of illustrating Y) to owner how building,equipment and', O systems are intended be installed, ma tems and operated X 4.1 IHigh Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 13;.Low Impact(Tier 3) w `^'\. Project Title: Existing Major Bldg.Shell Remodel Report date:02/27/24 Project Title: Existing Major Bldg.Shell Remodel Report date:02/27/24 Project Title: Existing Major Bldg.Shell Remodel Report date:02/27/24 Data filename: PAMCG\2022\221790 CL3,851 Pole St.East,Twin Falls, Page 9 of 11 Data filename: PAMCG\2022\221790 CL3,851 Pole St.East,Twin Falls, Page 10 of 11 Data filename: PAMCG\2022\221790 CL3,851 Pole St.East,Twin Falls, Page 11 of 11 ID\Shops\Mechanical\Calculations\Comcheck.cck ID\Shops\Mechanical\Calculations\Comcheck.cck ID\Shops\Mechanical\Calculations\Comcheck.cck Client: WOOD INVESTMENTS COMcheck Software Version COMcheckWeb Quantity System Type&Description COMcheck Software Version COMcheckWeb sectlen Cooling:1 each-Single Packs DX Unit,Ca 50 kBtu/h,Air-Cooled Condenser,Unknown Economizer # Footing/Foundation Inspection Complies? Comments/Assumptions COMPANIES, INC. Pro d Efficiencg 17.50 SEER,Required Efficient 14.00 SEER &Req.ID pose y= quire y= Mechanical Compliance Certificate Proposed Part Load Efficiency=0.00,Required Part Load rnamnty=0.00 Inspection Checklist C403.12.2 protection systems gshave sensors an OCoes Not Requirement will be met 14 CORPORATE PLAZA,SUITE 120, Fan System:4-Ton Unit Fan Processing--Compliance(Motor nameplate HP and fan efficiency method):Passes protection systems have sensors and ODoes Not Energy Code:2018IE00 0403.12.3co rots configured to limit service for,,ONotObservable NEWPORT BEACH,CA 92660 Fans: IF09]3 temp nature.futucnt re conneture ction too or ',ONot Applicable FAN 5 Supply,Single-Zone VAV,1600 CFM,1.5 motor nameplate hp,0.0 fan efficiency grade,0.0 total fan Requirements:100.0%were addressed directly in the COMcheck software Project Information efficiency,0.0 design fan efficiency,fan exception:3rd party air/energy performance certified Text in the"Comments/Assumptions"column is provided by the user in the COMcheck Requirements screen.For each controls. Energy Code: 2018 IECC requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception Additional Comments/Assumptions: Project Title: Existing Major Shell Remodel-Major 1,Twin Falls ID Mechanical Compliance Statement is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Revisions: Location: Twin Falls,Idaho Compliance Statement:The proposed mechanical alteration project represented in this document is consistent with the building Section Climate Zone: 51h plans,specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been # plan Review Complies? Comments/Assumptions Project Type: Alteration designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. C103.2 Plans,specifications,and/or OComplies ',Requirement will be met. CARMEN LEE-PROJECT MANAGER 02-27-2024 [PR21, calculations provide all information ❑Does Not Construction Site: Owner/Agent: Designer/Contractor: Name-Title Signature Date with which compliance can be []Not Observable 815 Pole Street East Carmen Lee determined for the mechanical Twin Falls,Idaho 83301 ACES Engineering systems and equipment and ',ONot Applicable 400 N.McCarthy Blvd.,Ste 250 document where exceptions to the Milpitas,California 95035 standard are claimed.Load 408-522-5255 c Iculations per accepts ba info@acies.net engineering standards and handbooks. Additional Comments/Assumptions: Mechanical Systems List Quantity System Type&Description 2 RTU-2-1,2-4(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=240 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency:80.00%Et Cooling:1 each-Single Package DX Unit,Capacity=121 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.00 EER,Required Efficiency=11.00 EER Proposed Part Load Efficiency=14.60 IEER,Required Part Load Efficiency=12.60 IEER Fan System:10-Ton Unit Fan I Sales Floor--Compliance(Motor nameplate HP and fan efficiency method):Passes Fans: FAN 1 Supply,Single-Zone VAV,4000 CFM,3.0 motor nameplate hp,1.0 fan efficiency grade,0.0 total fan efficiency,0.0 design fan efficiency,fan exception:3rd party air/energy performance certified 2 RTU-2-2,2-3(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=240 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency:80.00%Et Cooling:1 each-Single Package DX Unit,Capacity=164 Matti Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.00 EER,Required Efficiency=10.80 EER Proposed Part Load Efficiency=15.20 IEER,Required Part Load Efficiency=12.20 IEER Fan System:12.5-Ton Unit Fan I Sales Floor--Compliance(Motor nameplate HP and fan efficiency method):Passes Fans: FAN 3 Supply,Single-Zone VAV,5000 CFM,5.0 motor nameplate hp,0.0 fan efficiency grade.0.0 total fan efficiency,0.0 design fan efficiency,fan exception:3rd party air/energy performance certified 2 RTU-2-5,2-6(Single Zane): Heating:1 each-Central Furnace,Gas,Capacity=120 kBtu/h N0. Description Date Proposed Efficiency=80.00%Et Required Efficiency:80.00%Et or 80%AFUE p Cooling:1 each-Single Package DX Unit,Capacity=38 kBtu/h,Air-Cooled Condenser,Unknown Economizer Project No.: 23.043.10/30 Proposed Efficiency=17.00 SEER,Required Efficiency=14.00 SEER Proposed Part-ad Efficiency=0.00,Required Part Load Efficiency=0.00 Drawn By: Fan System:3-Ton Unit Fan I Dressing/Support--Compliance(Motor nameplate HP and fan efficiency method) Passes Reviewed By: Fans: Scale: FAN 4 Supply,Single-Zone VAV,1 CFM, motor nameplate hp,0.0 fan efficiency grade,0.0 total fan efficiency,0.0 design fan efficiency,fan fan exception: n:3rd party air/energy performance certified Date: 1 RTU-2-7(Single Zone): Filename: Heating: each-Central Furnace, Capacity ci 120 kBtu/h Proposed Efficiency ra 60.00%Et,,Required Efficiency:80.00%Et or 80%AFUE 1 High Impact(Tier 1) Medium Impact(Tier 2) it (T ier 3)Low Impact 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Sheet Title:Re Project Title: Existing Major Shell Remodel-Major 1,Twin Falls ID Report date:02/27/24 Project Title: Existing Major Shell Remodel-Major 1,Twin Falls ID Report date:0227/24 Project Title: Existing Major Shell Remodel-Major 1,Twin Falls ID Report date:02/27/24 Project Title: Existing Major Shell Remodel-Major 1,Twin Falls ID Report date:02/27/24 Data filename: Page 1 of 30 Data filename: Page 2 of 10 Data filename: Page 3 of 10 Data filename: Page 4 of 30 CITY APPROVED PLANS MECHANICAL COMPLIANCE Reviewed thr Code Covr ienoe Permit 24-0560 PLANS MUST BE KEPT ON JOB SITE FOR ALL INSPECTIONS o.t.a:osrosaoza Sheet#: Pe9ez7o M 0.5 @ MATf E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL® 04.12.24 1ST Rr HE K UI1I6Lof 47022724 W JATT E. MMEED,ARCHITECT ®21&M151 ©218MINI noon Plmua VOW Rdraim=Ma mnd,M 44131 Seal: settler Section 5e�tian Bactlen ��x NSEp ACIES # Plumbing Rough-In Inspection Complies? Comments/Assumptions # Mechanical Rough-In Inspection Complies? Comments/Assumptions # Mechanical Rough-In Inspection Complies? Comments/Assumptions # Rough-In Electrical Inspection Complies? Comments/Assumptions 8793 ENGINEERING &Req.ID &Re.ID &Re.ID &Req.ID /[ 400 N.McCarthy Blvd,sts 250 c404.5, Heated water supply piping conforms ❑Complies Exception:Requirement does not apply. C402.2.6 Thermally ineffective panel surfaces of❑Complies Exception:Requirement does not apply. C403.11.1 HVAC duct,and plenums insulated in ❑Complies Requirement will be met. C405.6 Low-voltage dry-type distribution ❑Complies Milpitas,CA 95036 C404.5.1, to pipe length and volume ❑Does Not [ME41]3 nsi ble heating panels have ❑Does Not accordance with C403.11.1 and ❑Does Not [EL26]t electric transformers meet the ❑Does Not p C404.5.2 requirements.Refer to section details. insulation>=R-3.5. C403.11.2 constructed in accordance with minimum efficiency requirements of ph:(408)522-5255 [PL6]3 ❑Not Observable ❑Not Observable, [ME60]2 C403.11.2,verification may need to ❑Not Observable', Table C405.6. ❑Not Observable fx:(408)5225260 ❑Not Applicable ❑Not Applicable occur during Foundation Inspection. ❑Not Applicable ❑Not Applicable info@acies.net C403.8.4 Motors for fans that are not less than ❑Complies Requirement will be met. occ C405.7 Electric motors meet the minimum ❑Complies Copyright©2024 C404.6.3 Pumps that circulate water between a ❑Complies Exception:Requirement does not apply. [ME142]3 1/12 hp and less than 1 hp are ❑Does Not C403.5, Air economizers provided where ❑Complies Requirement will be met. [EL27]' efficiency requirements of Tables ❑Does Not [PL7]3 heater and storage tank have controls❑Does Not electronically commutated motors or C403.5.1, required,meet the requirements for ❑goes Not C405.](1)through C405.](4). that limit operation from startup to have a minimum motor efficient f ❑Not Observable', C403.5.2 design capacity,control signal, 9 '❑Not Observable ❑Not Observable Y° '❑Not Observable', Efficiency verified through certification', =5 minutes ekes end of heating I70 percent.These motors have the ❑Not Applicable [ME62]' ventilation controls,high-limit shut-off,', under an approved certification lONot Applicable cycle. ❑Not Applicable means to adjust motors d. integrated economizer control,and ❑Not Applicable pprove ] pee ,program or the equipment efficiency AP[OJBCI for: C404.7 Demand recirculation waters tents ❑Com lies Ex Ion:Re t does not a g sys p quiremen provide a means to relieve excess ratio hall be provided b for 3 have controls that start the Ys p cept quiremen pp y. C403.8.5 Each DX coolin tent>65 kBtu ❑Com lies Re twill be met. rating,s provi y motor [PITS] pump ❑Does Not [ME143]� land chillerwater/evaporative cooling ❑Does Not outside air during operation. manufacturer(where Certlfl,ati.n upon receiving a signal from the ❑Not Observable system with fans>1/4 hp are C403.5.3. Air economizers automatically reduce ❑Complies Requirement will be met. Programs do not exist). action of a user of a fixture or ldesi ed to vary the indoor fan airflow❑Not Observable', 3 outdoor air intake to the design ❑Does Not ❑NotA Applicable g° ty C405.8.2,I Escalators and moving walks comply ❑Complies appliance and limits the temperature PP ice a as a function of load and comply with ❑Not Applicable [ME12411 nimum outdoor air quantity when C405.8.2.!with ASME A37.1/CSA B44 and have []Does Not o is f the water entering the cold-water !tleta iled requirements of this section. oultdoor air intake will not reduce :❑Not Observable! gure quiremen ❑Not Applicable 1 automatic controls confi d to l piping to 104°F. cooling energy usage.See Table pp ice a EL28]' reduces speed the minimum !❑Not Observable. C403.12.1 Systems that heat outside the building❑Complies !Exception:Requirement does not apply. i [ pee 'R Add[tional Comments/Assum tions: [ME71]2 envelope are radiant heat systems ❑Does Not andC40 climate for applicable device types permitted Speed in a<CordanCe with l❑Not Applicable U P tl climate zones. ASME A17.1/CSA B44 or applicable ontrolled by an occupancy sensing device or timer switch. ❑Not Observable! C403.5.3. System capable of relieving excess !❑Complies !Requirement will be met. local code when not conveying ❑Not Applicable 4 outdoor sirduring air economizer !❑Does Not passengers. Q C403.5.5 Fault detection and diagnostics ❑Complies ;Requirement will be met. [ME1251' operation to prevent overpressun ing ❑Nat Observable C405.9 Total voltage drop across the ❑Complies [ME113]2 installed with air-cooled unitary DX ❑Does Not the building.The relief air outlet [EL29]3 combination of feeders and branch !❑Does Not units having economizers. ! located to avoid recirculation into the !❑Nat Applicable circuits<=5%. ❑Not Observable! building. i i ❑Not Observable 1 1 1 ❑Not Applicable C403.5.3. Return,exhaust/relief and outdoor air!❑Complies lRequirementwillbemet. ❑Not Applicable E 1 F C403.2.2 Natural or mechanical ventilation is ❑Complies !Requirement will be met. 5 dampers used In economizers have Does Not Additional Comments/Assumptions: Q [ME5911 provided in accordance with ;❑Does Not [ME126]' motorized dampers that automatically❑Nat Observable International Mechanical Code shut when not in use and meet Chapter 4.Mechanical ventilation has ❑Not Observable! maximum leakage rates.Reference l❑Nat Applicable capability[o reduce outdoor air supply l❑Not Applicable ! section C403.7.7 for details. ! to minimum per IMC Chapter 4. C403.4.1. Heating for vestibules and air curtains!❑Complies l Requirement will be met. O Q C403.7.1 Demand control ventilation provided ❑Complies l Requirement will be met. 4 with integral heating include ❑Does Not C'7 [ME5911 for space,1500 ft2 and>25 -]Does Not [ME631' automatic controls that shut off the r LLI C7 people/1000 ft2 occupant density and heating system when outdoor air !❑Nat Observable! O rved by systems with air side ❑Not Observable! temperatures>45F.Vestibule Applicable Applicable G ec auto modulating outside :ONot Applicable heating and tooling systems LLI Q air damperrcontrol,or design airtlow controlled by a thermostat in the ! ! 1 1 1 �..� !>3,000 cfm. ! vestibule with heating setpoint E 1 C403.7.2 ',Enclosed parking garage ventilation ❑Complies lException:Requirement does not apply. 60F and cooling setpoint =80F. [ME115]3 Ihas automatic contaminant detection ❑Does Not C403.3.3 Hot gas bypa551imited to:<=240 !❑Complies lRequirementwillbemet J and capacity to stage or modulate [ME351' kBtu/h-50%>240 kBtu/h-25% !❑Does Not iJ fans to 50%or less of design capacity.[]Not Observable! w Q G ❑Not Applicable ❑Not Observable! J C403.7.6 !HVAC systems serving guestrooms in ❑Complies !Exception:Requirement does not apply. ❑Not Applicable ` 1 O ILL [ME141]3 Group R-1 buildings with>50 ❑Does Not C408.2.2. Air outlets and zone terminal devices ❑Complies !Requirement will be met. J z guestrooms:Each guestroom is 1 have means for air balancing. !❑Does Not D— !provided with controls that ❑Not Observable! [ME53]3 i 1 \ �j a.tomatica lly manage temperature ❑Not Applicable !❑Not Observable! V setpoint and ventilation(see sections ❑Nat Applicable LD C403.7.6.1 and C403.7.6.2). C403.5. Refrigerated display cases,walk-in !❑Complies !Exception:Requirement does not apply. 7 00 C403.7.4 Exhaust air energy recovery on ❑Complies 'Exception:Requirement does not apply. C403.5.1, coolers or walk-in freezers served by !❑Does Not L [ME571' systems meetingTable C403.7.4(1) ❑Does Not C403.5.2 remote compressors and remote !❑Not Observable, and C403.7.4(2). [ME323]3 condensers not located in a :ONat Applicable ❑Not Observable! condensing unit,have fan-powered PP ice e ❑Not Applicable condensers that Comply with Sections C403.7.5 Kitchen exhaust systems comply with ❑Complies 'Exception:Requirement does not apply. 5403.5.1 and refrigeration compressor ! [ME116]3 replacement air and conditioned ❑Does Not ystem,that comply with C403.5.2.. supply air limitations,and satisry hood Additional Comments/Assumptions: O rating requ cements and maximum ❑Not Observable! exhaust rate criteria. ONot Applicable X 4 1 IHigh Impact(Tier 1) 12 iMedium Impact(Tier 2) 3 Low Impact(Tier 3) 1 3 High Impact(Tier 1) 2 Medium Impact(Tier 2) L Impact(ow Tier 3) Medium Impact High Impact(Tier 1) 2 Mediu Impact(Tier 2) 11 IHigh Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) w `^\. Project Title: Existing Major Shell Remodel-Major 1,Twin Falls ID Report date:02/27/24 Project Title: Existing Major Shell Remodel-Major 1,Twin Falls ID Report date:0227/24 Project Title: Existing Major Shell Remodel-Major 1,Twin Falls ID Report date:02/27/24 Project Title: Existing Major Shell Remodel-Major 1,Twin Falls ID Report date:02/27/24 Data filename: Page 5 of 30 Data filename: Page 6 of 10 Data filename: Page 7 of 10 Data filename: Page 8 of 30 Client: Section Section # Final inspection Compiles? Comments/Assumptions # Final Inspection Complies? Comments/Assumptions &Req.ID WOOD INVESTMENTS C303.3. Furnished 0&M manuals for HVAC !❑Complies :Requirement will be met. C408.2.3. HVAC control systems have been ❑Complies Requirement will be met. C4DB.2.5. acceptance within 90 days of system !❑D°e,Not ! 2 tested to ensure proper operation, ❑Does Not COMPANIES, INC. 3 acceptance. [FI101r .calibration and adjustment of controls. [FI8]3 !❑Nat Observable! ,❑Not Observable ❑Not Applicable ❑Not Applicable C408.2.3. E,ormniaer,have been tested to 1❑Complies Requirement will be met 14 CORPORATE PLAZA,SUITE 120, C403.2.2 HVAC systems and equipment !❑Complies lRequirement willbemet. 3 ensure proper operation. l❑DoeslNot NEWPORT BEACH,CA 92660 [F12713 capacity does not exceed calculated l❑Does Not [FI32]t loads. !❑Not Observable ❑Not Observable OW Applicable ❑Not Applicable C403.2.4. Heating and coaling to each zone is !❑Complies !Requirement will be met. C408.2.4 Preliminary Commissioning report !❑Complies Requirement will be at. 1 controlled b thermostat control. !❑ [F12911 completed and certified by registered!❑Does Not Y a Does Not design professional or approved Revisions: [F147]3 Minimum one humidity control device ❑Not Observable agency. !❑Not Observable per installed ❑Not Applicable humidification/dehumidification ❑Not Applicable! system. C408.2.5. Furnished HVAC as-built drawings !❑Complies Requirement will be at. 1 submitted within 90 days of system l❑Does Not C403.4.1. Thermostatic controls have a 5°F !❑Complies !Requirement will be met. [FI7]3 acceptance. El Observable 2 deadband. ❑Does Not ❑ ot ApplicableN [FI38]3 l❑Not Observable ❑Nat Applicable C408.2.5. An air and/or hydr mic system !❑Complies Requirement will be at. 3 balancing report is provided for HVAC!❑Does Not C403.2.4. Temperature controls have setpoint !❑Complies lRequirement will bemet. [F1431' systems. ❑Not Observable 1.3 overlap restrictions. !I]Does Not [FI20]3 ❑Not Observable: Applicable ❑Not Applicable l C408.2.5. Final commissioning report due to !❑Complies Requirement will be met. 4 building owner within 90 days of ❑Does Not C403.2.4. Each zone equipped with setback ❑Complies lRequirement will bemet. [F13011 nacept,of certificate of occupancy. ❑Not Observable 2 controls using automatic time clack or!❑DoeS Not [F1391' programmable control system. ❑Not Applicable l❑Not Observable l l❑Not Applicable:l Additional Comments/Assumptions: C403.2.4. Automatic Controls:Setback to 55°F ❑Complies !Requirement will be met. 2.1, (heat)and 85°F(coal);7-day clock,2- ❑Does Not C403.2.4. hour occu pant override,10-hour l❑Not Observable 2.2 backup (1141 E1Nat Applicable l C403.2.4. Systems include optimum start l❑Complies !Requirement will be met. 2.3 controls. ❑Does Not [FI41]3 l❑Nat Observable l ❑Not Applicable C408.1.1 Building operations and maintenance ❑Complies !Requirement will be met. [FI57]1 documents will be pro wmanufacturers' vided to the :'Does Not er.Documents will cover ❑Nat Observable n facturers'information, specifications,programming ❑Not Applicable Procedures and means of illustrating l to owner how building,equipment and l systems are intended to be installed, l ! maintained,and operated. C408.2.1 Commissioning plan developed by ❑Complies Requirement will be met. tF12811 registered design professional or l❑Does Not approved agency. l❑Nat Observable ❑Nat Applicable C408.2.3. HVAC equipment has been tested to ;OComplies Requirement will be met. No. Description Date 1 ensure proper operation. ❑Does Not Project NO.: lONot Observable I 23.043.10/30 ❑Not Applicable Drawn By: Reviewed By: Scale: 1 I High Impact(Tier 1) E Medium Impact(Tier 2) 13 Low Impact(Tier 3) 11 IHigh Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Date: Project Title: Existing Major Shell Remodel-Major 1,Twin Falls ID Report date:02/27/24 Project Title: Existing Major Shell Remodel-Major 1,Twin Falls ID Report date:02/27/24 Filename: Data filename: Page 9 of 10 Data filename: Page 10 of 30 Sheet Title: CITY APPROVED PLANS MECHANICAL COMPLIANCE Reviewed for code Compliance Permit:24-0560 PLANS MUST BE KEPT ON JOB SITE FOR ALL INSPECTIONS P.rea:osroazoza Sheet#: Pe9e 28 of 40 M 0.6 © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL® 04.12.24 1ST Pr CHECK SUIjp 6Lof 47022724 W MATT E. MAJEED,ARCHITECT ®21MIM ©21asz IV i� a nooEPlmmtVftK30 air 011441M o ❑ 0 Seal: _ —-------------- _ ------------------_____-------------------------------- ___- _______________________________ _� ❑+ y,10EN5E0 ACIES CAPACITY:4 TONS 71 7 WEIpHT:1350 LBS 0 18793 ENGINEERING 2-7 UNIT HEIGHT:42"+24"CURB /! Lr 400 N.McCarty Blvd,sts 250 OTT GASH INPUT:120 MBH Cl`�' Milpitas,CA 55 ° I GENERAL NOTES ph:(408)52 2-525255 &:(408)5225260 2 3 ij4� info@acies.net CopynghtOc 2024 - 1. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR SITE INVESTIGATION PRIOR COMMENCEMENT OF WORK,AND SHALL INFORM ARCHITECT OF ANY _ _ _ _ _ _ _ _ _ _—_—_—_—_—_—_� DISCREPANCY. CAPAC :3 TONS A Project for: -1 7 WEIGHT:1300 LBS 2. COORDINATE DUCT ROUTING WITH PIPING,CONDUITS AND STRUCTURAL UNIT HEIGHT:42"+24�CURB----------------- ________________ C MEMBERS.DUCTWORK INSULATION SHALL BE AT LEAST 3'FROM LIGHT 2 a GAS INPUT:120 MBH" �// HOUSINGS.OFFSET AS REQUIRED. \ / ---� 3. EXHAUST OUTLET TO BE MIN.IO FEET AWAY FROM ALL BUILDING OPENINGS 1 CAPACI :3 TONS SOUTSIDE AIR INTAKE. 1 7 WEIGHT:1300 LBS 4. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 2- UN IT HEIGHT:42"+24"CURB I GAS INPUT:120 MBH 5. LABEL ALL ROOFTOP UN ITS AND EQUIPMENT WITH TENANT NAME AND Q SPACE NUMBER. J 6. DO NOT ROUTE DUCTWORK OR PIPING ABOVE ELECTRICAL PANELS.VERIFY J 1 1 1 NO EXISTING DUCTWORK OR PIPING ARE INSTALLED ABOVE PANELS. W 7 RELOCATE AS NECESSARY. Q 1+ 7. PROVIDE ACOUSTICAL DUCT LINER UP TO 10 FEET OF SUPPLY AND RETURN g AIR DUCT FROM PLENUM. Er O 8. ALL WEIGHTS SHOWN ARE APPROXIMATE.WEIGHTS INCLUDE FITTINGS AND Q O ROOF CURBS. O w CO ' IIW w 5 5 E ED KEY NOTES O Q J� J CAPACITY:10 TONS LU Q 77 T WEIGHT:1500 LBS J LL 2 3 ?cj 1 2-4 UNIT HEIGHT:51"+24"CURB 1. PROVIDE NEW ROOFTOP UNIT AND 24"HIGH FULL PERIMETER ROOF CURB. J O z GAS INPUT:240 MBH COORDINATE ALL STRUCTURAL FRAMING REQUIREMENTS WITH GENERAL J- - - - - - - - - - -_4 - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E CONTRACTOR.REPAIR ROOF/FLASHING A$NECESSARY,COORDINATE WITH � GENERAL CONTRACTOR AND LANDLORD `/ r YJ l 2. FULL-SIZE INTERNALLY INSULATED SUPPLY 8 RETURN PLENUMS DOWN FROM W00 ROOFTOP UNIT.TERMINATE 24"BELOW ROOF AND CAP FOR FUTURE TENANT Tr--1 ° CONNECTION. 1�yDJ 3. PROVIDE DUCT SMOKE DETECTOR IN RETURN DUCT TO SHUTDOWN UNIT UPON SMOKE DETECTION. C/ I 4. PROVIDE THERMOSTAT ON RETURN AIR PLENUM WITH 150 FT.WIRE,COILED O SEE ENGINEERING FOR STRUCTURAL AND ATTACHED FOR FUTURE RELOCATION. 7 REQUIREMENTS FOR NEW HOOD LOCATIONS. X 5. NEW ROOF CURB FOR FUTURE RTU INSTALLATION,DAIKIN DFG150. COORDINATE WITH TENANT PRIOR TO INSTALLATION. w N 6. NEW ROOF CURB FOR FUTURE RTU INSTALLATION,DAIKIN DFG060. COORDINATE WITH TENANT PRIOR TO INSTALLATION. 7. NEW ROOF CURB FOR FUTURE RTU INSTALLATION,DAIKIN DFG036. COORDINATE WITH TENANT PRIOR TO INSTALLATION. 8. NEW ROOF CURB FOR FUTURE EXHAUST FAN INSTALLATION.COORDINATE CAPACITY:12.5 TONS WITH TENANT PRIOR TO INSTALLATION. Client: T WEIGHT:1600 LBS 2-3 UNIT HEIGHT:51"+24"CURB —_—_—_—_—_—_ —_—_—_—_— —_—_—_—_—_—_— _—_—_—_—_—_—_—_— _ GAS INPUT:240 MBH_—_—_— D WOOD INVESTMENTS COMPANIES, INC. 14 CORPORATE PLAZA,SUITE 120, MAJOR 1 AJOR 2 NEWPORT BEACH,CA 92660 SHOPS Revisions: CAPACITY:6 TONS 1 T WEIGHT:1100 LBS S-1 UN IT HEIGHT:51"+24"CURB GAS INPUT:150 MBH 2 3 4 CAPACITY:12.5 TONS 2 3 ® 1 T WEIGHT:1800 LBS UNIT HEIGHT:51"+24"CURB _ _ _ ___—_ —_ _ _ _ _ _ 5 _ ___ _ _ _—_—_—_—_—_—_— _—_—_—_—_—_—_—_—_ _ _ GAS�[9PS1I:_240 MBH_ _ _— _—_—_—_—_—_—_—_—_ 'T P 6 TONS OW WE HT:1100 LBS 1 S-2 UN IT HEIGHT:51"+2a CURB GAS INPUT:150 MBH CAPACITY:10 TONS c� 1 T WEIGHT:1500 LBS 2 3 2-1 UNIT HEIGHT:51"+24"CURB ---- ------ --------- -------------------- GA 77 —S INPUT: MBH ------ -----------------� No. Description Date �j �j ------ ----------------- Project No.: 23.043.10/30 o o o Drawn By: v Reviewed By: Scale: Date: o Filename: Sheet Title: — — — — — — — — — ------------------------------------------------ o A i° q ° ° MECHANICAL ROOF PLAN 0 CITY APPROVED PLANS N aa Reviewed for Code Compliance Permit:24-0560 PLANS MUST BE KEPT ON JOB SITE FOR ALL INSPECTIONS Defeo:osroeaoza Sheet#: Page 29 of 40 MECHANICAL ROOF PLAN I SCALE M3. 1 3/32-1--0" © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL® 04.12.24 1ST IrS6 1.1111Lof 4712724 Fire Sprinkler System TI/REMODEL:If PLUMBING FIXTURE SCHEDULE LEGEND GENERAL NOTES construction will move or alter the existing ROUGH-IN SYMBOL ABBREVIATION DESCRIPTION 410 System,it may need to be evaluated by the Idaho IID' DESCRIPTION MANUFACTURER MODEL REMARKS 1. PLUMBING CONTRACT DRAWINGS ARE IN PART DIAGRAMMATIC,COVERING THE SCOPE OF WORK AND GENERAL ARRANGEMENT OF THE EQUIPMENT,PIPING,ETC.,AND THE APPROXIMATE State Fire Marshal's(ID SFM)office to ensure W V CW HW G - CW COLD WATER PIPING SIZE OF EQUIPMENT AND MATERIALS.THE CONTRACTOR SHALL FOLLOW THESE DRAWINGS IN LAYING OUT THE PLUMBING WORK.PLUMBING CONTRACTOR SHALL CONSULT GENERAL, Code compliance(2018 IFC 903&NFPA 13, HW HOT WATER PIPING SPRINKLER,HEATINGNENTILATINGIAIR CONDITIONING CONTRACT AND ELECTRICAL DRAWINGS TO BE FAMILIARIZED WITH THE WORK AND TO VERIFY THE SPACES IN WHICH THE p \ SAME AS _ _ _ _ COVER FLUSH TO FINISHED FLOOR OR GRADE,COVER SHALL BEAR PERMANENT PLUMBING WORK WILL BE INSTALLED. 2019 ed.)and hydraulic calculations. Fco FLOOR CLEANOUT ZURN 2-1400 PIPE SIZE LABEL"SEWER"VISIBLE ON TOP --GW-- GW GREASE WASTE PIPING SS SOIL OR WASTE PIPING BELOW GRADE 2. BECAUSE OF THE NATURE AND SCALE OF THE DRAWINGS,CERTAIN BASIC PLUMBING ITEMS SUCH AS UNIONS,FITTINGS,ELBOWS,ETC.,MAY NOT BE SHOWN.WHERE SUCH ITEMS ARE REQUIRED BY OTHER SECTIONS OF THE SPECIFICATIONS,OR WHERE THEY ARE REQUIRED BY THE NATURE OF THE WORK OR BY CODES AND REGULATIONS,THEY SHALL BE FURNISHED If significant changes need to be made,a state SS SS SOIL OR WASTE PIPING ABOVE GRADE AND INSTALLED AT NO ADDITIONAL COST TO THE OWNER.THE DRAWINGS INDICATE GENERAL LOCATIONS OF PIPING,EQUIPMENT,DUCTWORK AND SIMILAR.THE EXACT LOCATION TOBE SAME WITH TEHAMA REMOTE DISPLAY ONLY TW-105B-E,MOUNT AT EYE-LEVEL,WIRED DETERMINED BY THE CONTRACTOR TO BEST FIT THE LAYOUT OF THE JOB. licensed fire sprinkler contractor shall submit WATER AS ---------- V VENT PIPING WM-1 SUBMETER NEPTUNE T-10 - - PIPE - - CONFIRM(24AWG)TO METER WITH THE LANDLORDTO 15OFT REAX,RESENBATTE ATIVE PRIOR CONTRACTOR TO plans to the ID SFM for Acceptance. SIZE CONFIRM SPECS WITH THE LANDLORD REPRESENTATIVE PRIOROF PURCHASING CD CD CONDENSATE DRAIN PIPING 3. ALL EQUIPMENT ERCOVRINGS AFTER COVERED AN AND SHALL BE AGAINST AFTER OMLOR MECHANICAL THE AL INJURY OR THEFT.PLUMBING FIXTURES SHALL BE COVERED WITH ATT E. MAJEED ARCHITECT HEAVY PAPER COVERINGS AFTER INSTALLATION AND SHALL BE THOROUGHLY CLEANED AFTER COMPLETION OF THE PROJECT. r D ID INDIRECT DRAIN PIPING 210.320.151 T21&520.1587 Idaho State Fire Marshal GAS PRESSURE MODELk325.5L48 WITH OVER-PRESSURE PROTECTION DEVICE,INLET PRESSURE 4. ALL MATERIALS SUCH AS VALVES,FITTINGS,PIPING,EQUIPMENT,PUMPS,COILS,ETC.,SHALL BE PROPERLY PROTECTED,AND ALL PIPING OPENINGS SHALL BE TEMPORARILY CLOSED BY sfm. lanreview doi.idaho. ov GPR-1 REGULATOR VALVE MAXITROL WITH 3/4" PSI,OUTLET PRESSURE 7"W.C.,CAPACITY UPTO320,000BTU/HR.WITH RELIEF 9 WHA WATER HAMMER ARRESTOR THE CONTRACTOR FOR THE WORK UNDER HIS CHARGE,ON A DAILY BASIS,AT THE END OF EACH WORKING DAY,SO AS TO PREVENT OBSTRUCTION AND DAMAGE.THE ABOVE IE.Paso Va Rd.,Suite 320,CIevelid,00 44131 p g WITH OPD VALVE AND EXTERNAL CONTROL. P.O.C. POINT-OF-CONNECTION REQUIREMENTS ARE MANDATORY. Newwork/changes shall not be covered up prior CAPPED 5. THE CONTRACTOR SHALL SEE THAT ALL MATERIALS,INSTALLATION AND WORKMANSHIP IS PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ALL APPLICABLE CODES,LAWS,OR Seal: ORDINANCES OF THE STATE OF IDAHO,AND TWIN FALLS COUNTY AND LOCAL CODES,CITY OF TWIN FALLS LAWS OR ORDINANCES,INCLUDING ALL STATE OR LOCAL BOARD OF HEALTH, to fire inspection.Fire Inspection Line: HANGERS AND SUPPORTS UNION FEDERAL AND STATE ENVIRONMENTAL PROTECTION REGULATIONS,STATE ENERGY CODES AND UTILITY REGULATORY AGENCIES. 208-735-7338 UP PIPE UP 6. ALL WORK SHALL BE FURTHER PERFORMED IN ACCORDANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS,THE PLUMBING AND BUILDING CODES,NATIONAL ELECTRICAL CODE, MATERIALS TYPES OF JOINTS HORIZONTAL VERTICAL THE OCCUPATIONAL SAFETY AND HEALTH ACT,THE AMERICAN GAS ASSOCIATION,AND ALL SUCH OTHER SPECIFIC CODES AS MAY BE REFERRED TO IN THE INDIVIDUAL SECTIONS OF THE ACTSD DN PIPE DOWN SPECIFICATIONS. ,%CE?4 0 CAST-IRON HUBLESS SHIELDED COUPLING EVERYOTHER JOINT,UNLESS OVER 4 FEET 3ASE AND EACH FLOOR,NOT TO EXCEED IS DN PIPE TEE DOWN THEN SUPPORT EACH JOINT FEET _ 7. PIPE SIZES SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES ALLOWED REGARDLESS OF THE CODE MINIMUM,EXCEPT WHEN THE CODE MINIMUM SIZE IS LARGER THAN THAT SHOWN. ENGINEERING SOLDERED,BRAZED,THREADED,OR 314 INCH AND SMALLER,5 FEET SHUT-OFF VALVE 18793 8. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONTRACT PRINTS ON THE CONSTRUCTION SITE AT ALL TIMES,ON WHICH HE SHALL ACCURATELY RECORD THE ACTUAL 400 N.McCarthy Blvd,ate 250 COPPER&COPPER ALLOY MECHANICAL 1 INCH 6 FEET EACH FLOOR,NOT TO EXCEED 10 FEET �� CV CHECK VALVE INSTALLATION OF ALL PLUMBING WORK AS WORK PROGRESSES MARK CHANGES MADE WHETHER RESULTING FROM JOB CONDITIONS ADDENDA FORMAL CHANGE ORDERS OR OTHER L�� Milpitas,CA 95035 2-1/2 INCHESS AND AND LARGER,10 FEET . , , , -5255 -� RED REDUCER INSTRUCTIONS ISSUED BY THE ENGINEER. ph:408)52-5260 r.:(aos)s22-szs0 STEEL PIPE FOR GAS THREADED UP TO W1' 3/4 INCH AND 1 INCH,5 FEET 1/2INCH,6 FEET;3/4INCH AND 1 INCH,8 PUMP 9. THE PLUMBING CONTRACTOR SHALL INDICATE PROGRESS BY COLORING IN VARIOUS PIPES,FIXTURES,AND ASSOCIATED APPURTENANCES EXACTLY AS THEY ARE ERECTED AND iofo@aciea.net WELDED 4"OR LARGER 1-114INCHES AND LARGER,10 FEET FEET;1-114 INCHES EVERY FLOOR LEVEL INSTALLED. Copyright©2024 FCO/GCO FLOOR CLEANOUT OR GRADE CLEANOUT ALL SIZES,4 FEET;ALLOW FOR EXPANSION BASE AND EACH FLOOR;PROVIDE I� COANCO WALL CLEANOUT 10. MARK ALL PIPE SIZES AND LOCATIONS DURING CONSTRUCTION.ALSO,MARK LOCATIONS OF ALL VALVES AND VARIOUS EQUIPMENT,APPARATUS,AND ASSOCIATED APPURTENANCES AS SCHEDULE 40 PVC AND ABS DWV SOLVENT CEMENTED EVERY 30 FEET MID-STORY GUIDES;PROVIDE FOR ERECTED WEEKLY DURING CONSTRUCTION. AProject for: EXPANSION EVERY 30 FEET I� BLIND PLUG REMOVABLE PLUG FOR CONDENSATE PIPING 11. AT THE COMPLETION OF THE JOB THESE PRINTS,INCORPORATING CHANGES,ADDENDA AND ADDED DATA NOTED ON MARKED-UP PRINTS,INCLUDING DIMENSIONED LOCATIONS OF -I4L- GAS COCK WITH UNION UNDERGROUND PIPING BEYOND LIMITS OF BUILDING,SHALL BE SUBMITTED TO THE ENGINEER FOR FINAL REVIEW AND COMMENT.THE PRINTS WILL BE RETURNED WITH APPROPRIATE MEDIUM PRESSURE GAS PIPING SIZING CHART GAS LOAD CALCULATION-SHOPS PRV PRESSURE REDUCING VALVE FORM AND RECOMMENDATIONS.THESE CORD DRAWINGS. TOGETHER WITH CORRELATED PRINTS INDICATING ALL THE REVISIONS,ADDITIONS AND DELETIONS OF WORK,SHALL FORM THE BASIS FOR PREPARING A SET OF RECORD DRAWINGS. H PIPE SIZE(IN.) 112 314 1 1-1/4 1-1/2 2 2-112 3 4 ITEM QTY. DESCRIPTION PIPE SIZE BTUIH INPUT TOTAL BTUIH T&P TEMPERATURE&PRESSURE RELIEF VALVE 12. WHERE PIPING,AND OTHER PLUMBING APPURTENANCES PASS THROUGH FIRE PARTITIONS,FIRE WALLS,OR FLOORS,INSTALL FIRE-STOP THAT PROVIDES AN EFFECTIVE BARRIER AFF ABOVE FINISHED FLOOR AGAINST THE SPREAD OF FIRE,SMOKE AND GASES,FIRE-STOP MATERIAL SHALL BE UL APPROVED,PACKED TIGHT AND COMPLETELY FILL CLEARANCES BETWEEN RACEWAYS AND LENGTH(FT.) CAPACITY IN CUBIC FEET OF GAS PER HOUR RTU-S-1 1 ROOF TOP UNIT 314" 150,000 150,000 BFF BELOW FINISHED FLOOR OPENINGS.FLOOR,EXTERIOR WALL,AND ROOF SEALS SHALL ALSO BE MADE WATERTIGHT AS APPROVED BY THE ADMINISTRATIVE AUTHORITY. 100 462 934 1,710 3,510 5,260 10,100 16,100 28,500 58,200 RTU-S-2 1 ROOFTOPUNIT 314" 150,000 150,000 BG BELOW GROUND 13. ARRANGE AND INSTALL PIPING APPROXIMATELY AS INDICATED,STRAIGHT,PLUMB ANDAS DIRECT AS POSSIBLE.FORM RIGHT ANGLES OR PARALLEL LINES WITH BUILDING WALLS.KEEP Q PIPES CLOSE TO WALLS,PARTITIONS AND CEILINGS,OFFSETTING ONLY WHERE NECESSARY TO FOLLOW WALLS AND AVOID INTERFERENCE WITH OTHER MECHANICAL ITEMS.LOCATE 150 372 751 1,370 2,820 4,220 8,130 13,000 22,900 46,700 TOTAL: 300,000 (E) EXISTING GROUPS OF PIPES PARALLEL TO EACH OTHER;SPACE THEM AT A DISTANCE TO PERMIT ACCESS FOR SERVICING VALVES. W 175 344 695 1,270 2,601 3,910 7,530 12,000 21,200 43,300 MEDIUM PRESSURE GAS PIPESIZING-SEE MEDIUM PRESSURE GAS PIPING SIZING CHART (N) NEW 14. GRADE DRAINAGE AT UNIFORM SLOPE OF NOT LESS THAN 1l4"PER FOOT TOWARD THE POINT OF DISPOSAL.WHEN APPROVED BY ADMINISTRATIVE AUTHORITY,PIPE SIZE 4"AND LARGER 200 318 642 1,170 2,410 3,610 6,960 11,100 19,600 40,000 DISTANCE FROM GAS METER TO MOST REMOTE GAS PRESSURE REGULATOR IS APPROXIMATELY IS 400'. NTS NOT TO SCALE MAY HAVE A SLOPE OF NOT LESS THAN I/8"PER FOOT. 1 1 1 Q 250 279 583 1,040 2,140 3,210 6,180 9,850 17,400 35,500 BASED ON THE CURRENT 2017 IDAHO STATE PLUMBING CODE. IE INVERT ELEVATION 15. WHERE CHANGES IN PIPE SIZES OCCUR,USE ONLY REDUCING FITTINGS. _ V.I.F. VERIFY IN FIELD 16. FOR DRAINAGE PIPING CHANGES IN DIRECTION,USE LONG SWEEP WHERE POSSIBLE,OTHERWISE,SHORT SWEEP 114 BENDS,OR COMBINATION WYE AND 1/8 BENDS;USE SANITARY TEE O Q 300 253 528 945 1,940 2,910 5,600 8,920 15,800 32,200 C'7 BRANCHES ONLY FOR HORIZONTAL BRANCHES DISCHARGING TO STACKS. LLI Ch 400 216 452 809 1,660 2,490 4,790 7,640 13,500 27,500 FOR FUTURE GAS LOAD CALCULATION-MAJOR 1 (JOANN) F) FUTURE O � CO FU FIXTURE UNIT 17, PROVIDE PIPING AND FIXTURE TRAPS.CONNECT TO FIXTURES AND OTHER EQUIPMENT INDICATED OR SPECIFIED AS REQUIRING SOIL,WASTE,DRAIN AND VENT FACILITIES. LU 0 450 203 424 759 1,560 2,330 4,500 7,170 12,700 25,800 ITEM QTY. DESCRIPTION PIPE SIZE BTU/H INPUT TOTAL BTUIH 1 1 E AHJ AUTHORITY HAVING JURISDICTION 18. LAY ALL PIPING TRUE TO LINE AND GRADE,FIT ENDS TOGETHER,MATCH SO THAT SEWER OR DRAIN WILL HAVE SMOOTH AND UNIFORM INSERT.FOLLOW LOCATIONS AND ELEVATIONS AT 1 � � 500 192 401 717 1,470 2,210 4,250 6,770 12,000 24,400 AC-1 1 ROOF TOP UNIT 3l4" 240,000 240,000 S TE.AS THE PIPE LAYING PROGRESSES,COVERS FOR OPEN ENDS OF PIPE AND DRAINS. PIPE INTERIOR OF CEMENT,DIRT,AND OTHER FOREIGN MATERIALS.DURING WORK STOPPAGE PERIODS,PROVIDE EFFECTIVE PLUGS OR Er J co cr 550 182 381 681 1,400 2,090 4,030 6,430 11,400 23,200 AG2 1 ROOF TOP UNIT 3l4" 240,000 240,000 MATERIAL SPECIFICATIONS 19. PROVIDE CLEANOUTS WHERE INDICATED AND AT INTERVALS OF 100'OR AS REQUIRED BY LOCAL PLUMBING CODE AND WHERE REQUIRED AT CHANGES OF DIRECTIONS OF SOIL AND LLI Q 600 174 363 650 1,330 2,000 3,850 6,130 10,800 22,100 AC-3 1 ROOF TOP UNIT 314" 240,000 240,000 WASTE STACKS.INSTALL CLEANOUTS SO AS TO BE ACCESSIBLE FOR EASY REMOVAL AND TO PROVIDE CLEARANCE FOR RODDING.CLEANOUTS SHALL BE THE SAME SIZE AS PIPE SERVED O Ll 650 166 384 622 1,280 1,910 3,680 5,870 10,400 21,200 EXCEPT THAT NO CLEANOUT NEED BE LARGER THAN FOUR INCHES. z AG-4 1 ROOF TOP UNIT 3/4" 240,000 240,000 0 20. EXTEND VENT PIPES 12 INCHES ABOVE ROOF AND LOFT MINIMUM AWAY FROM ANY FRESH AIR INTAKES AND AT LEAST 241NCHES AWAY FROM APARAPET WALL. 700 160 1 334 1 598 1 1,230 1 1,840 1 3,540 1 5,640 9,970 20,300 AC-5 1 ROOF TOP UNIT 3l4" 115,000 115,000 d w w w T i Ln F 2017 IDAHO STATE PLUMBING CODE,TABLE 1216.2(4)SCHEDULE 40 METALLIC PIPE w w a o w a 21. SANITARY VENT PIPING SHALL BE GRADED SO THAT THE AIRFLOW TO THE OUTSIDE WILL BE CONTINUOUSLY UPWARD. I ' I AC-6 1 ROOF TOP UNIT 3l4" 45,000 45,000 o J o 7 W GAS:NATURAL g y `; r W 3 L INLET PRESSURE:2 PSI UH-1 1 GAS UNIT HEATER 3l4" 100,000 100,000 u w w r S 22, VENTS:PROVIDE FLASHING FOR STACKS PASSING THROUGH ROOF.MAKE WATER-TIGHT AT ROOF WITH 4LB.SHEET LEAD;EXTEND INTO ROOFING FELTS AT LEAST 24"FROM PIPES. PRESSURE DROP:,PSI SERVICES ¢ ro mQ p w REMARKS EXTEND LEAD COLLAR UP AROUND OUTSIDE AND TURN DOWN INSIDE VENTS AT THE TOP.DO NOT LOCATE VENT THROUGH ROOF LESS THAN 241NCHES FROM A PARAPET WALL. MD U SPECIFIC GRAVITY:0.60 TOTAL: 1220,000 COLD ABOVE GROUND • 5 23. ALL PLUMBING FIXTURES AND PIPING ARE TO BE LISTED BY AN APPROVED LISTING AND TESTING AGENCY AND PROPERLY LABELED. WATER BELOW GROUND 2 MEDIUM PRESSURE GAS PIPE SIZING-SEE MEDIUM PRESSURE GAS PIPING SIZING CHART HOT ABOVE GROUND q 5 24. COORDINATE ALL LOCATIONS,SIZES,AND ELEVATIONS OF ALL SLEEVES THROUGH WALLS,BEAMS,SLABS AND FOOTING WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS.ALL PIPES DISTANCE FROM GAS METER TO MOST REMOTE GAS PRESSURE REGULATOR IS APPROXIMATELY IS 4001. WATER BELOW GROUND 4 SLEEVING THROUGH FOOTINGS SHALL HAVE A SLEEVE DIAMETER OF TWO PIPE SIZES OVER THE PIPE PASSING THROUGH THE FOOTING.NO PIPE TO BE PLACED THROUGH FOOTING O LOW PRESSURE GAS PIPING SIZING CHART UNLESS APPROVED BY THE STRUCTURAL ENGINEER. Ln BASED ON THE CURRENT 2017 IDAHO STATE PLUMBING CODE. WASTE ABOVE GROUND • 1 5 ` / PIPE SIZE BELOW GROUND • 1 2 25, ALL PIPES SHALL BE PROTECTED AT THE POINT THEY CROSS BUILDING EXPANSION JOINT,EITHER WITH AN EXPANSION FITTINGS OR IN ANOTHER MANNER ACCEPTABLE TO THE X (IN.) 1l2 314 1 1-1/4 1-172 2 2-12 3 4 1 ABOVE GROUND • 1 5 ENGINEER. A . VENT BELOW GROUND • 2 ` 1 LENGTH(FT.) CAPACITY IN CUBIC FEET OF GAS PER HOUR(X 1,000 FOR BTU) GAS LOAD CALCULATION-MAJOR.2(SIERRA TI) INDOOR 5 26. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE - CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 20 312 652 1230 2520 3780 7280 11600 20500 41800 ITEM QTY. DESCRIPTION PIPE SIZE BTU/H INPUT TOTAL BTU/H NATURAL OUTDOORABOVE • O GAS GROUND/ROOF 27, PENETRATION OF FLOOR/CEILING ASSEMBLIES AND ASSEMBLIES REQUIRED TO HAVE A FIRE-RESISTANCE RATING SHALL BE PROTECTED IN ACCORDANCE WITH THE BUILDING CODE. 30 250 524 986 2030 3030 5840 9310 16500 33600 RTU-2-1 1 ROOF TOP UNIT 314" 240,000 240,000 OUTDOOR BELOW GROUND © 28. WHERE WATER PRESSURE WITHIN A BUILDING EXCEEDS 80 PSI,AN APPROVED LEAD-FREE WATER-PRESSURE REDUCING VALVE CONFORMING TO ABBE 1003 WITH STRAINER SHALL BE 40 214 448 844 1730 2600 5000 7970 14100 28700 RTU-2-2 1 ROOF TOP UNIT 3/4' 240,000 240,000 ROOF DRAIN I ABOVE GROUND 1 5 7 INSTALLED TO REDUCE THE PRESSURE IN THE BUILDING WATER DISTRIBUTION PIPING TO 80 PSI STATIC OR LESS. RTU-2-3 1 ROOF TOP UNIT 314" 240,000 240,000 OVERFLOW BELOW GROUND 1 2 7 Client: 50 190 397 748 1540 2300 4430 7060 12500 25500 CONDENSATE INDOOR 4 5 7 29. DISINFECTION OF POTABLE WATER SYSTEM SHALL COMPLY WITH THE LOCAL AND THE 2017 IDAHO STATE PLUMBING CODE. RTU-24 1 ROOF TOP UNIT 3l4" 240,000 240,000 DRAIN OUTDOOR 7 8 30. PROPER ACCESS MUST BE PROVIDED FOR THE TESTING AND MAINTENANCE OF THE BACKFLOW PREVENTER. 60 172 360 678 1390 2090 4020 6400 11300 23100 RTU-2-5 1 ROOF TOP UNIT 3l4" 120,000 120,000 O FIELD VERIFY IF ASS DWV PLASTIC IS ALLOWED BY LOCAL AHJ PRIOR TO SUBSTITUTION. 31. ALL OVERHEAD PIPING SHALL MAINTAIN AT LEAST F-ly CLEARANCE IN FRONT OF THE HVAC SUPPLY AND RETURN OPENINGS. 70 158 331 624 1280 1920 3690 5890 10400 21200 PLUMBER SHALL NOT INSTALL PLASTIC PIPING WITHOUT PRIOR APPROVAL FROM THE LOCAL AHJ. WOOD INVESTMENTS RTU-2S 1 ROOF TOP UNIT 3l4" 120,000 120,000 32. INSTALL MAIN SHUT OFF VALVE ON DOMESTIC WATER LINE INSIDE SPACE WHERE IT IS EASILY ACCESSIBLE,OR AS NOTED ON THE PLANS. C 80 147 308 480 1190 1790 3440 5480 9690 19800 RTU-2-7 1 ROOF TOP UNIT 314" 120,000 120,000 (2)PLASTICPPING PROTECT RGROUNDPIPINGWITHAPPROVEDPOLYWRAPORPVCIOMILPIPETAPE,EXCEPTFOR COMPANIES, INC. 33. NO PLUMBING PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE OR MASONRY. 90 138 289 544 1120 1670 3230 5140 9090 18500 UH-1 1 UNIT HEATER 1. 200,000 200,000 0 COATED WITH YELLOW ANTI-RUST PAINT. 14 CORPORATE PLAZA,SUITE 120, ®100 131 273 514 1060 1580 3050 4860 8580 17500 TOTAL: 1520,000 INSULATED. NEWPORT BEACH,CA 92660 OS FOR PLENUM RETURN ONLY,ALL PIPING WITHIN PLENUM TO BE FIRE RATED APPROVED INSULATION. ^ r�j I r,Iv'D r-tx" 125 116 242 456 936 1400 2700 4300 7610 15500 MEDIUM PRESSURE GAS PIPE SIZING-SEE MEDIUM PRESSURE GAS PIPING SIZING CHART ©PROVIDE WITH 12 GAGE TRACER WIRE WRAP AROUND PE PIPING,TRACER WIRE SHALL BE EXTENDED Jt DISTANCE FROM GAS METER TO MOST REMOTE GAS PRESSURE REGULATOR IS APPROXIMATELY IS 300'. ABOVE THE RISER TRANSITION FITTINGS AT BOTH ENDS OF PE PIPING. 150 105 219 413 848 1270 2450 3900 6890 14100 Revisions: BASED ON THE CURRENT 2017 IDAHO STATE PLUMBING CODE. O7 FIELD VERIFY IF PVC PLASTIC IS ALLOWED BY LOCAL AHJ PRIOR TOSUBSTITUTION. DWG NO. DRAWING TITLE 175 95 202 380 780 1170 2250 3590 6340 12900 PLUMBER SHALL NOT INSTALL PLASTIC PIPING WITHOUT PRIOR APPROVAL FROM THE LOCAL AHJ. ©OUTDOOR PLASTIC PIPING SHALL BE PROPERLY WRAP WITH APPROVED 10 MIL TAPE OR COAT WITH P-001 PLUMBING GENERAL NOTES,SHEET INDEX,LEGEND AND SCHEDULE 200 90 188 353 726 1090 2090 3340 5900 12000 APPROVED UV-RESISTANT MATERIALS TO PROTECT THE PIPING FROM UV LIGHT DEGRADATION. P-002 PLUMBING SPECIFICATIONS 250 80 166 313 643 964 1860 2960 5230 10700 P-201 PLUMBING FLOOR PLAN 300 72 151 284 583 873 6a9 26aD 4740 9660 PIPING INSULATION SCHEDULE P401 PLUMBING DETAILS 2017 IDAHO STATE PLUMBING CODE,TABLE 1216.2(7)SCHEDULE 40 METALLIC PIPE GAS:NATURAL PIPE SIZE: <1' 1-1J¢" 1-X"-4' 4"TO<8" 8'&LARGER INLET PRESSURE:LESS THAN 2 PSI PRESSURE DROP:3.0 IN W.C. SPECIFIC GRAVITY:0.60 INSULATION 1" X. " 1X" 1}i„ THICKNESS ALL INSULATION SHALL BE WITH R VALUES OF 4.0 TO 4.6. BASED ON TABLE 120.3-A BUILDING ENERGY EFFICIENCY STANDARDS MINIMUM CONDENSATE PIPE SIZE EQUIPMENT CAPACITY(TON) CD PIPE DIAMETER(INCH) UP TO 20 314 2140 1 41-90 1-1/4 91-125 1-l. No. Description Date Project No.: 23.043.10/30 Drawn By: JO Reviewed By: LL Scale: Date: Filename: Sheet Title: PLUMBING GENERAL NOTES, CITY APPROVED PLANS SHEET INDEX,LEGEND Reviewed for Code Compliance P•rmit:210560 AND SCHEDULE PLANS MUST BE KEPT ON JOB SITE FOR ALL INSPECTIONS oetea:osloslzoza Sheet#: Pege37or40 is P-001 © MATTE.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL® 04.12.24 1 ST PPNCHECK Ugp 8l 1 Of 4702 27 24 SPECIFICATIONS 1.07 AS-BUILT DRAWINGS J. NO PLUMBING OR DRAINAGE SYSTEM,BUILDING SEWER,PRIVATE SEWER DISPOSAL SYSTEM,OR PART • 1.00-GENERAL SECTION 15400-PLUMBING B.INSULATE ALL RAINWATER PIPING WITH 1"THICK FIBERGLASS INSULATION BELOW THE DECK UP T025 FEET A SET OF PLUMBING PLANS WILL BE FURNISHED TO THE CONTRACTOR ON WHICH THEY SHALL INDICATE THE OF HORIZONTAL RUN. THEREOF,SHALL BE COVERED,CONCEALED,OR PUT INTO USE UNTIL IT HAS BEEN TESTED,INSPECTED,AND 1.01 DESCRIPTION OF WORK INSTALLATION"AS-BUILT'AS THE WORK PROGRESSES.UPON COMPLETION OF THE WORK,A SET OR ACCEPTED. REPRODUCIBLE DRAWINGS SHALL BE OBTAINED FROM THE OWNER AT COST,AND ALL CHANGES AS NOTED ON C.INSULATE ALL HORIZONTAL WASTE PIPING(HUNG)WITH 1-112"THICK FIBERGLASS INSULATION ABOVE NOISE FURNISH ALL LABOR,MATERIALS,EQUIPMENT AND SERVICES REQUIRED FOR AND/OR REASONABLY THE RECORD SET OF PRINTS SHALL BE INCORPORATED THEREON.THIS SET OF REPRODUCIBLE,ALONG WITH SENSITIVE AREAS ONLY.INSULATE ALL EXPOSED WATER PIPING AT THE TRASH ENCLOSURE. K. WHERE PIPES ARE INSTALLED IN CEILINGS ABOVE SUCH AREAS,THE CEILING SHALL BE OF THE REMOVABLE INCIDENTAL TO THE COMPLETION OF THE FOLLOWING WORK. ONE SET OF BLUEPRINTS,SHALL BE DELIVERED TO THE OWNER UPON COMPLETION AND BEFORE FINAL TYPE,OR SHALL BE PROVIDED WITH ACCESS PANELS IN ORDER TO FORM A READY ACCESS FOR INSPECTION D.INSULATE ALL DOMESTIC WATER PIPING OUTSIDE THE BUILDING OR ON ROOF WITH I-1/21,THICK OF PIPING. A.SANITARY WASTE AND VENT PIPING SYSTEM INCLUDING CONNECTIONS TO BUILDING SEWER AS SHOWN. ACCEPTANCE OF THE PROJECT. ARMSTRONG ARMAFLEX OR APPROVED EQUAL,AND SECTIONS BUTTED FIRMLY TOGETHER. L. ALL PIPING BE VIBRATION ISOLATED FROM THE STRUCTURE. w E.INSULATE ALL CONDENSATE DRAIN PIPING WITH 1l2"THICK ARMSTRONG ARMAFLEX OR EQUAL AND B.DOMESTIC HOT AND COLD WATER SYSTEMS INCLUDING WATER HEATER,AND RELATED ACCESSORIES AND 1.08 GUARANTEE ECT CONTROLS.CONNECTION TO BUILDING WATER AS SHOWN. THE CONTRACTOR SHALL LEAVE THE ENTIRE INSTALLATION IN COMPLETE WORKING ORDER FREE FROM ANY SECTIONS BUTTED FIRMLY TOGETHER. M.PIPING CONNECTIONS SHALL NOT BE ION AND STRUCTURAL UNDUE STRAINS OR STRESSES AND PROVISIONS SHALL MATT E. MAJEED ARCHITECT BE MADE FOR EXPANSION,CONTRACTION AND STRUCTURAL SETTLEMENT FITTINGS PREVENT SEPARATION OF THE DEFECTIVE MATERIAL,WORKMANSHIP OR FINISH.THEY SHALL GUARANTEE TO REPAIR OR REPLACE,WITHOUT C.PLUMBING FIXTURES,TRIM AND ACCESSORIES INCLUDING INSTALLATION AND SUPPORT. CHARGE,DEFECTS DUE TO FAULTY WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE F.INSULATE ALL HOT WATER PIPING AND HOT WATER RETURN PIPING.THE INSULATION ONFOR UP TO 1" AND JOINTCC PHYSICAL DAMAGE.AN APPROVED EXPANSION OR FLEXIBLE PIPE FITTINGS SHALL BE PROVIDED RETURN PIPING SHALL HAVE A MINIMUM WALL THICKNESS OF NOT LESSTHAN I"FORAPIPE UPT01" AND ACCESSIBLE. OY1R.`30.1551 ©Ylfi.5�1.15fi7 D.FLASHING AND SEALING OF ROOF AND EXTERIOR WALL PENETRATIONS FOR WATER TIGHTNESS. OF FILING OF THE NOTICE OF COMPLETION. DIAMETER,1.25'FOR 1-1/4'.PIPE,1.5"FOR 1-112'PIPE,2'FOR 2"PIPE OR MORE IN DIAMETER.THE FIRST EIGHT 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS FEET OF HOT AND COLD OUTLET PIPING,INCLUDING PIPING BETWEEN STORAGE TANK AND A HEAT TRAP,FOR N. WHERE LOCAL CONDITIONS INCLUDE EARTHQUAKE,TORNADO,UNSTABLE GROUND,OR FLOOD HAZARDS, 7100 E.Plea BL Valley Rd.,SBRB 3M,llelelaed,OH 44131 E.CAULKING AND SEALING OF FLOOR AND WALL PENETRATIONS AND FORMED SHAFT PENETRATIONS. A NON-RECIRCULATING STORAGE SYSTEM. SPECIAL CONSIDERATION SHALL BE PROVIDED TO INCREASE STRENGTH AND FLEXIBILITY OF PIPING A.PROVIDE COMPLETE OPERATION AND MAINTENANCE MANUALS COVERING ALL PLUMBING SUPPORTS AND CONNECTIONS. F.BACKING FOR SECURING FIXTURES,TRIM AND PIPING. SYSTEMS AND EQUIPMENT THAT HAVE BEEN INSTALLED.THREE(3)COPIES OF THE MANUAL SHALL BE BOUND G.PROVIDE AND INSTALL SCALD GUARD PROTECTION/INSULATION UNDER SINKS WITH EXPOSED P-TRAPS AND Seal: IN HARDBACK BINDERS. HOT WATER SUPPLIES. 3.03 PIPING INSTALLATION G.ACCESS DOORS WHERE SHOWN OR REQUIRED BY CODE. B.PROVIDE INSTRUCTIONS TO OWNER AS TO OPERATION OF ALL EQUIPMENT.INSTRUCTION PERIOD TO H.ALL OUTDOOR INSULATION SHALL BE PROTECTED WITH ALUMINUM JACKET. A.MAKE CHANGES IN SIZE OF PIPE WITH REDUCING FITTINGS;BUSHINGS WILL NOT BE H.HANGERS,SUPPORTS,AND GUIDES. COMMENCE FOR MINIMUM OF(2)HOURS AND SHALL BE SCHEDULED AT OWNER'S CONVENIENCE. PERMITTED EXCEPT FOR BELL SHAPED COPPER BUSHINGS. I.ABS PIPING EXPOSED TO SUNLIGHT THAT IS PROTECTED WATER BASED SYNTHETIC LATEX PAINTS.PVC VtCENSEO ACIES I.CLEANUP OF DEBRIS AND FINAL CLEANUP OF DRAINS,FIXTURES AND EQUIPMENT. 1.10 CUTTING AND PATCHING PIPING SHALL NOT BE EXPOSED TO DIRECT SUNLIGHT.PVC PIPING EXPOSED TO SUNLIGHT THAT IS B.INSTALL DIELECTRIC INSULATING UNIONS IN WATER PIPING BETWEEN COPPER PIPING AND FERROUS PROTECTED BY WATER BASED SYNTHETIC LATEX PAINTS.PVC PIPING WRAPPED WITH NOT LESS THAN 0.04 PIPING OR EQUIPMENT-EPCO,OR EQUAL. J.RECORD DRAWINGS AND OPERATING MANUALS. A.THE CONTRACTOR SHALL 00 ALL CUTTING,DRILLING AND PATCHING WHICH MAY BE REQUIRED FOR THE INCH THICK TAPE OR OTHERWISE PROTECTED FROM UV DEGRADATION. 1$793 ENGINEERING INSTALLATION OF THE WORK UNDER THIS SECTION OF THE SPECIFICATIONS. C.INSTALL EXPOSED POLISHED CHROME CONNECTIONS FROM FIXTURES OR EQUIPMENT WITH SPECIAL CARE. /r L�r 400 N.McCarthy Blvd, 250 K.LICENSE,PERMITS AND ASSOCIATED FEES. J.PIPING SUBJECT TO OPERATION AT TEMPERATURES THAT WILL FORM CONDENSATION ON THE EXTERIOR OF SHOW NO TOOL MARKS OR THREADS AT FITTINGS. V"^' Milpitas,CA 95035 B.PATCHING SHALL BE OF THE SAME WORKMANSHIP,MATERIAL,AND FINISH AND SHALL MATCH ACCURATELY THE PIPE SHALL BE THERMALLY INSULATED. ph:(408)522-5255 L.CUTTING,DRILLING AND PATCHING FOR ALL SURFACES IN RELATION TO PLUMBING WORK. ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORY TO THE OWNER.NO CUTTING OF THE D.CAP OPENINGS IN PIPING DURING CONSTRUCTION. k(408)522-5260 m STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNER. 2.09 CLEANOUT s.net M.CONDENSATE DRAINS FROM HVAC EQUIPMENT,AND GAS PIPING E.PROVIDE 85%RED BRASS PIPE IPS,IN CONNECTION TO FAUCETS,FLUSH VALVES,HOSE Copyright yright©2024 2.00-MATERIALS-PIPING A.ACCESSIBLE CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE STACK AND BIBBS OR SIMILAR ITEMS REQUIRING RIGID PIPING.EXTEND BRASS PIPE FROM FIXTURE TO 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS RAINWATER LEADERS.ADDITIONAL CLEANOUT SHALL BE PROVIDED IN A DRAINAGE LINE FOR EACH POINT WHERE PIPING CAN BE SECURELY FASTENED TO BUILDING CONSTRUCTION.ALL EXPOSED BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH THE LOCAL AUTHORITY HAVING HORIZONTAL CHANGE OF DIRECTION EXCEEDING 135 DEGREES.CLEANOUT MUST BE PROVIDED ON A PIPING AND STOP VALVES IN CONNECTION TO FIXTURES SHALL BE CHROME PLATED BRASS. A.HVAC AND ELECTRICAL WORK.15500 AND 16000 JURISDICTION.ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. HORIZONTAL DRAIN LINE EXCEEDING 5FT OR MORE IN LENGTH SERVING SINKS OR URINALS.AN APPROVED A Project for: B.FIRE PROTECTION WORK 153000(IF APPLICABLE) TYPE OF 2-WAY CLEANOUT FITTING SHALL BE INSTALLED OUTSIDE OF A BUILDING AT THE LOWER END OF A F.INSTALL UNIONS ADJACENT TO VALVES AND WHERE NECESSARY TO FACILITATE DISASSEMBLY A.INTERIOR UNDERGROUND STORM,SANITARY AND WASTE PIPING: BUILDING DRAIN AND EXTENDED TO GRADE.CLEANOUT SHALL HAVE A CLEARANCE OF NOT LESS THAN 24"BY OF PIPING. 1.03 EXAMINATION OF SITE SERVICE WEIGHT BELL AND SPIGOT CAST IRON OR NO-HUB C.I.PIPE AND FITTINGS, 24"IN FRONT OF THE CLEANOUT.CLEANOUT SHALL BE PROVIDED FOR PRESSURE DRAINAGE SYSTEMS. G.ESCUTCHEONS:FIT EXPOSED PIPES PASSING THROUGH FLOORS,WALLS OR COMPLYING WITH CISPI STANDARDS,OR ASS DWN SC1440IF ALLOWED BY THE LOCAL AUTHORITY HAVING A.VISIT SITE BEFORE SUBMITTING BID AND CHECK LOCATION OF ALL EXISTING CONDITIONS JURISDICTION. B.CONDENSATE DRAIN LINES SHALL BE CONFIGURED OR PROVIDED WITH A CLEANOUT TO PERMIT THE ESCUTCHEONS.MANUFACTURE SPECIAL SIZES OF ESCUTCHEONS FROM STEEL AND PRIME COAT CEILINGS WITH WHICH WILL AFFECT THIS WORK,VERIFY DIMENSIONS AND LOCATIONS SHOWN ON DRAWINGS AND COVERALL CLEARING OF BLOCKAGES AND FOR MAINTENANCE WITHOUT REQUIRING THE DRAIN LINE TO BE CUT. SAME,CUT IN ROUND,RECTANGULAR OR SQUARE SPACE TO PROVIDE A CLEAN APPEARANCE e! COSTS.CONTRACTOR SHALL ASSUME REASONABLE VARIATIONS OR MINOR OMISSIONS AND SHALL COMPLETE B.INTERIOR DOMESTIC WATER PIPING ABOVE GROUND: ACCEPTABLE TO THE ARCHITECT. 1 PRO POSED WORK WITHOUT ADDITIONAL COST.FAILURE TO VISIT SITE WILL NOT LESSEN RESPONSIBILITY OR 2.10 WATER HEATER v LE ADDITIONAL COMPENSATION FOR WORK NOT INCLUDED IN PROPOSAL. SYAND OLDER SMALLER-TYPE L HARD TEMPERED COPPER WITH SOLDER END FITTINGS.9S5 TIN AND ANTIMONY H.SUPPORT PIPING INDEPENDENTLY OF EQUIPMENT TO WHICH IT IS CONNECTED. ENTIT SOLDER JOINTING(LEAD-FREE). A.PROVIDE ANCHORS AND STRAPS TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. Q B.VISIT SITE OF THE WORK,COMPARE IT WITH THE DRAWINGS AND SPECIFICATIONS AS TO THE CONDITIONS C.DOMESTIC WATER PIPING BELOW GROUND: I.MAKE COPPER SOLDER JOINTS WITH 95/5 SOLDER,OR SILFOS;CLEAN SURFACES TO BE UNDER WH ICH WORK IS TO BE PERFORMED,ASCERTAIN AND CHECK ALL CONDITIONS AND ELEVATIONS AND TYPE K COPPER PIPE SHALL BE USED.WHEN PIPING IS INSTALLED WITHIN A BUILDING AND UNDER A CONCRETE SLAB,IT B.STRAPPING SHALL BE LOCATED UPPER 113 AND LOWER 113 OF ITS VERTICAL DIMENSIONS.STRAPS SHALL BE JOINED FREE OF OIL,GREASE,RUST OR OXIDES AND APPLY FLUX TO EACH JOINT BEFORE TAKE ALL MEASUREMENTS WHICH MAY AFFECT THE WORK.NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE SHALL BE INSTALLED WITHOUT JOINTS,WHEN JOINTS ARE UNAVOIDABLE,THEY SHALL BE BRAZED. AMINIMUM 2"X16 GAGE PROPERLY SECURED TO WALL STUDS,ELEVATE WATER HEATER AT LEAST 4"MINIMUM HEATING ASSEMBLY. W FOR ANY EXTRA EXPENSE OR CLAIMS DUE TO FAILURE OR NEGLECT UNDER THIS REQUIREMENT TO MAKE a.PROTECTIVE PIPE COVERING SHALL BE FACTORY OR FIELD APPLIED ACCORDINGLY TO MANUFACTURERS WRITTEN ABOVE THE FINISHED FLOOR WITH AN APPROVED BASE.PROVIDE A 22 GAGE WATER TIGHT DRAIN PAN, M SUCH EXAMINATION,INCLUDING EXAMINATION OF RESTRICTED WORKING CONDITIONS OR SUCH OTHER INSTRUCTIONS. CORROSION RESISTANT,AT THE BOTTOM OF THE WATER HEATER.DRAIN PAN SHALL HAVE A 314"DRAIN LINE J.ROUGH-IN AND MAKE FINAL CONNECTIONS TO ALL OTHER EQUIPMENT FURNISHED UNDER OTHER 1 1 1 DIFFICULTIES VISUALLY OBSERVED DURING SITE VISIT.CONTRACTOR IS RESPONSIBLE FOR BECOMING b.2%'OR LARGER:PRODUCTS SHALL BE POLYKEN NO.1027 PRIMER AND POLYKEN NO.910 TAPE COATING,IO MIL, TO BE DISCHARGED INTO AN APPROVED RECEPTOR BY MEANS OF AN AIR GAP.A PROPERLY SIZED THERMAL DIVISIONS,REQUIRING PLUMBING CONNECTIONS. Q COMPLETELY FAMILIAR WITH THE ARCHITECTURAL AND STRUCTURAL CONDITIONS AND LIMITATIONS WHICH MINIMUM I"OVERLAP REQUIRED. EXPANSION TANK SHALL BE PROVIDED AT THE WATER HEATER.HOT WATER SUPPLY FOR THE LAVATORIES WILL EXIST IN THE BUILDING AND TO PROVIDE ALL LABOR,TOOLS AND MATERIALS REQUIRED TO PRODUCE A c.2"AND SMALLER:PRODUCTS SHALL BE 10 MIL PLASTIC SLEEVE PROTECTOR. AND HAND SINKS SHALL NOT EXCEED 110'F TEMPERATURE. K.ALL PIPING SHALL BE VIBRATION ISOLATED FROM THE STRUCTURE. O w COMPLETELY CONCEALED INSTALLATION AS INDICATED ON THE PLANS,SPECIFICATIONS,AND REQUIRED BY L.NO WATER SUPPLY SYSTEM OR PORTION THEREOF SHALL BE COVERED OR CONCEALED UNTIL IT FIRST HAS ¢ O THE CODE. D.CONDENSATE DRAIN PIPING: C.HOT WATER DELIVERED FROM PUBLIC-USE LAVATORIES SHALL BE LIMITED TO A MAXIMUM TEMPERATURE O L U COPPER WATER TUBE ASTM 388,TYPE"M",SOLDER WITH 95-5 SOLDER,LEAD-FREE TYPE. OF 110 DEGREES FAHRENHEIT BY DEVICE THAT IS IN ACCORDANCE WITH ABBE 1070 OR CSA B125.3.THE BEEN TESTED,INSPECTED,AND APPROVED. 00 C.A REDUCTION OF PIPE AREA THAT OFFERS AN OBSTRUCTION TO FLOW THROUGH THE DRAIN SHALL BE WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS PROVISION. PROHIBITED. E.GAS PIPING:GALVANIZED STEEL,SCH 40 AND FITTINGS FOR OUTDOOR.BLACK STEEL,SCH 40 AND FITTINGS 3.04 SUBSTITUTIONS Lw 0 FOR INDOOR ABOVE GROUND.3"AND SMALLER STEEL PIPES SHALL BE THREADED,4"AND LARGER STEEL D.APPLIANCES LOCATED ON ROOFS OR OTHER ELEVATED LOCATIONS EXCEEDING 15 FEET IN HEIGHT SHALL p ONE OR MORE MAKES OF MATERIALS AND METHODS MAY HAVE BEEN SPECIFIED TO ESTABLISH THE w LU 1.04 DRAWINGS PIPES ARE TO BE WELDED.USE APPROVED POLYETHYLENE YELLOW PIPING(PE)FOR ALL OUTDOOR BE ACCESSIBLE.INSIDE ACCESS TO THE ROOF SHALL BE PROVIDED WITH A PERMANENT LADDER. UNDERGROUND PIPING WITH 14 GAGE TRACER WIRE AND SHALL NOT COME IN CONTACT WITH PE PIPING.PE STANDARD OF QUALITY,WORKMANSHIP,FINISH AND DESIGN REQUIRED,BUT OTHER MATERIALS OR METHODS /� J THE ACCOMPANYING DRAWINGS SHALL BE CONSIDERED PART OF THESE SPECIFICATIONS.WORK AND PIPE MUST BE JOINED BY HEAT FUSION METHOD OF CONNECTING PIPE AND FITTINGS OR APPROVED 2.11 TRENCHING EQUAL OR BETTER IN QUALITY,WORKMANSHIP,FINISH,DESIGN,AND GUARANTEED PERFORMANCE,MAY BE 1 t (n J MATERIALS SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS AND VICE VERSA SHALL MECHANICAL FITTINGS. SUBMITTED FOR REVIEW AND APPROVAL AS SUBSTITUTION.ALL SUBSTITUTIONS ARE SUBJECT TO REVIEW AND rC` 1••� BE EXECUTED AS IF SPECIFICALLY MENTIONED OR SHOWN IN BOTH.THE DRAWINGS SHALL BE CONSIDERED AS A.ALL TRENCHES DEEPER THAN THE FOOTING OF ANY BUILDING OR STRUCTURE AND PARALLELING THE SAME APPROVAL BY ARCHITECT,ENGINEER,AND OWNER. G J LLLL SCHEMATIC IN NATURE AND MINOR MODIFICATIONS OF THE WORK TO COMPLY WITH THE STRUCTURE AS F.PLASTIC PIPE,PLASTIC PIPE FITTINGS,AND COMPONENTS OTHER THAN THOSE FOR GAS SHALL COMPLY SHALL BE AT LEAST 45 DEGREES THEREFROM. FOUND SHALL BE MADE. WITH NSF 14.CAST-IRON SOIL PIPE AND HUBLESS COUPLINGS SHALL BE THIRD PARTY CERTIFIED IN B.SUBSTITUTIONS SHALL BE REQUESTED IN A WRITTEN FORM AND SHALL BE ACCOMPANIED WITH A SIGNED 0 z ACCORDANCE WITH ASTM C1277 AND CISPI 310. 2.12 CONDENSATE CONTROL STATEMENT THAT PROPOSED SUBSTITUTION IS EQUAL,OR BETTER THAN SPECIFIED.ADDITIONAL /�'[ D_ ` 1.05 RULES AND REGULATIONS DOCUMENTATION TO SUBSTANTIATED PROPOSED SUBSTITUTION MAY BE REQUIRED BY OWNER,ARCHITECT, V L, S 2.01 PIPE FLASHINGS A. WHERE AN EQUIPMENT OR APPLIANCE IS INSTALLED IN A SPACE WHERE DAMAGE IS CAPABLE OF AND ENGINEER.CONTRACTOR SHALL SUBMIT AS DIRECTED. F A.ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF RESULTING FROM CONDENSATE OVERFLOW,AN OVERFLOW DRAIN LINE SHALL BE PROVIDED.AN ADDITIONAL ui 00 THE STATE FIRE MARSHAL AND OTHER APPLICABLE STATE AND LOCAL RULES AND REGULATIONS.NOTHING IN 4LBS.LEAD WITH COUNTERFLASHING RING BY GLENCO,STONEMAN ENGINEERING OR APPROVED EQUAL. WATERTIGHT PAN OF CORROSION-RESISTANT MATERIAL,WITH A SEPARATE LINE,INSTALLED BENEATH THE C.CONTRACTOR SHALL ACCOMPANY REQUEST FOR SUBSTITUTION LETTER WITH A COMPLETED CSI z THESE DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CONTRACTOR SHALL VERIFY COMPATIBILITY WITH ROOFING MATERIALS. COOLING COIL,FURNACE,OR THE APPLIANCE TO CATCH THE OVERFLOW CONDENSATE DUE TO A CLOGGED SUBSTITUTION FORM INCLUDE THE COMPARISON FOR FOLLOWING: MD CODES. PRIMARY CONDENSATE DRAIN.IN THE EVENT DRAIN PAN IS TO BE MOUNTED LOWER THAN THE DRAIN 1.PERFORMANCE DATA 2.02 VALVES DISCHARGE LOCATION,A WATER LEVEL DETECTING DEVICE SHALL BE PROVIDED THAT WILL SHUT OFF THE 2.DIMENSIONS B.FURNISH WITHOUT ANY EXTRA CHARGE ANY ADDITIONAL MATERIAL AND LABOR WHEN REQUIRED TO EQUIPMENT OR APPLIANCE DUE TO A CLOGGED PRIMARY CONDENSATE DRAIN. 3.COSTS AND DELIVERY SCHEDULE COMPLY WITH THESE LAWS,ORDINANCES AND CODES REGARDLESS OF WHETHER SHOWN OR MENTIONED IN A. GATE VALVES:RED&WHITE 204 OR EQUAL,3"AND SMALLER, 4.LISTED AND APPROVED ^ fo THESE SPECIFICATIONS OF DRAWINGS. B. CHECKVALVES:RED&WHITE 238 OR EQUAL,3"AND SMALLER. B.TRENCHES DEEPER THAN THE FOOTING OF A BUILDING OR STRUCTURE,AND PARALLELING THE SAME, vJ C)C. BALLVALVES: NIBCO 580-70 OR EQUAL,3"AND SMALLER, SHALL BE LOCATED NOT LESS THAN 45 DEGREES FROM THE BOTTOM EXTERIOR EDGE OF THE FOOTING. D.A WRITTEN SIGNED STATEMENT FROM THE GENERAL CONTRACTOR SHALL ACCOMPANY SUBSTITUTION C.ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LANDLORD'S MECH/ELECT.DESIGN REQUEST FORM ASSURING THAT: `' CRITERIA.ALL CONTRACTORS SHALL OBTAIN A COPY FROM THE LANDLORD'S TENANT COORDINATOR OR MALL 2.03 PLUMBING FIXTURES AND TRIM: 3.00-INSTALLATION AND EXECUTION X OPERATIONS MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO 1.DIMENSIONS HAS BEEN VERIFIED WITH PROJECT CONDITIONS AND HAS COORDINATED WITH OTHER BIDDING THE JOB.WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES THE A. PLUMBING FIXTURES TO BE FURNISHED AND INSTALLED UNDER THIS CONTRACT.SEE PLUMBING 3.01 GENERAL TRADES.SUBSTITUTION DOES NOT AFFECT DIMENSIONS SHOWN ON DRAWINGS. � 1 � N STRICTEST INTERPRETATION SHALL APPLY. FIXTURE SCHEDULE. 1 1 A.CAST-IRON HUBLESS WITH STAINLESS STEEL SHIELDED COUPLING SHALL BE SUPPORTED HORIZONTALLY AT 2.THEY SHALL PAY AND BURDEN THE COSTS FOR CHANGES TO THE PROJECT INCLUDING REDESIGN, 1.06 SUBMITTALS B. ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH.DUAL-FLUSH WATER CLOSETS EVERY OTHER JOINT,UNLESS OVER 4 FEET,THEN SUPPORT EACH JOINT ADJACENT TO JOINT,NOT TO EXCEED REENGINEERING AND REVIEW OF SUBSTITUTION.ONLY ONE ENGINEERING REVIEW TIME IS ALLOWED FOR EACH SHALL HAVE EFFECTIVE VOLUME FLUSH NOT TO EXCEED 1.28 GPF.ITS THE AVERAGE FLUSH VOLUME OF TWO 18",BRACE AT NOT MORE THAN 40FT INTERVALS,SUPPORT AT EACH HORIZONTAL BRANCH CONNECTION. PRODUCT SUBSTITUTION.CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REVIEW TIME AND SHALL PAY A.SUBMIT FOR REVIEW TO THE OWNER A"COMPLETE AND ALL-INCLUSIVE"LIST OF EQUIPMENT AND REDUCED FLUSHES AND ONE FULL FLUSH. HANGERS SHALL NOT BE PLACED ON THE COUPLING,SUPPORT VERTICAL PIPES AT THE BASE AND EACH ARCHITECT AND ENGINEER'S TIME AT THEIR PROFESSIONAL RATE SCHEDULE. MATERIALS PROPOSED FOR USE(IN PDF),ACCOMPANIED BY MANUFACTURER'S DATA SHEETS.DATA SHALL BE FLOOR NOT TO EXCEED 15FT.HANGERS AND SUPPORTS FOR ALL PIPING SHALL COMPLY WITH THE LATEST FORWARDED IN A SINGLE PACKAGE WRITTEN 15 DAYS AFTER AWARD OF CONTRACT.SUBMIT SIX BLACKLINE C. WALL MOUNT URINALS SHALL NOT EXCEED 0.125 GALLONS PER FLUSH. STATE PLUMBING CODE. 3.THEY HAS CONFIRMED THAT THE PROPOSED SUBSTITUTION WILL HAVE NO ADVERSE AFFECT ON PRINTS AND ONE REPRODUCIBLE SHOP DRAWING SHOWING PROPOSED PLUMBING INSTALLATION.INCLUDE OTHER TRADES,THE CONSTRUCTION SCHEDULE,OR SPECIFIED WARRANTY REQUIREMENTS. SIZES,LOCATIONS AND OTHER REQUIRED INFORMATION TO COORDINATE INSTALLATION WITH OTHER TRADES. D. WHERE NON-WATER URINALS ARE INSTALLED,THEY SHALL HAVE A WATER DISTRIBUTION LINE 3.02 SPECIAL REQUIREMENTS,RESPONSIBILITIES AND TESTING Client: ROUGH-IN TO EACH INDIVIDUAL URINAL LOCATION IN THE EVENT OF A RETROFIT. 4.THEY HAS CONFIRMED THAT MAINTENANCE AND SERVICE PARTS WILL BE LOCALLY AVAILABLE FOR B.WITHIN 5 DAYS AFTER AWARD OF CONTRACT,SUBMIT PDF OF A LETTER STATING ANY MATERIALS THAT A. INSTALL PIPING GENERALLY LEVEL,FREE OF TRAPS AND UNNECESSARY BENDS,TO CONFORM WITH THE PROPOSED SUBSTITUTION. CONTRACTOR WISHES TO SUBSTITUTE,TO THE OWNER FOR APPROVAL.INCLUDE SUCH INFORMATION AS 2.04 PIPE HANGERS AND SUPPORTS BUILDING REQUIREMENTS.PIPE TO BE FREE OF DEFECTS,AND INSTALLED TO AVOID ANY POSSIBLE GALVANIC MANUFACTURER'S NAME,TYPE OF MATERIAL,CERTIFIED RATINGS,OVERALL APPEARANCE,AND NECESSARY ACTION BY ISOLATING DISSIMILAR METALS. E.COST SAVINGS RESULTING FROM SUBSTITUTION SHALL BE RETURNED TO THE CONTRACT OR THE OWNER IF INFORMATION TO EXPLAIN FUNCTION AND OPERATION OF MATERIAL.ALL PROPOSED SUBSTITUTIONS SHALL BE A. SUPERSTRUT,GRINNELL,OR APPROVED EQUAL. THE SUBSTITUTION IS PERMITTED. WOOD INVESTMENTS EQUAL IN QUALITY,DESIGN,UTILITY AND APPEARANCE TO MATERIAL,EQUIPMENT OR METHOD SPECIFIED. B. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. B. TEST AND RECORD AVAILABLE DOMESTIC WATER PRESSURE IN STATIC AND DYNAMIC CONDITIONS FOR C. PIPE HANGERS SHALL HAVE NON-METALLIC FELT OR ELASTOMERIC LINER OR WRAP APPLIED TO THE DYNAMIC TESTING RECORD PRESSURE AND FLOW RATE IN GALLONS PER MINUTE.TRANSMIT THIS F.NO WORK INVOLVING MATERIALS SUBMITTED FOR SUBSTITUTION SHALL PROCEED UNTIL WRITTEN COMPANIES, INC. PIPE FOR ELECTROLYTIC PROTECTION WHERE HANGERS AND SUPPORTS ARE USED TO SUPPORT COPPER INFORMATION TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. ACCEPTANCE IS RECEIVED FROM THE OWNER.THE OWNER IS THE FINAL JUDGE OF ACCEPTABILITY OF TUBING OR PIPE.THE LINER OR WRAP SHALL BE DESIGNED TO ALLOW EXPANSION OR CONTRACTION OF THE PREFERRED SUBSTITUTIONS. 14 CORPORATE PLAZA,SUITE 120, PIPING. C. PROVIDE ALL TESTS SPECIFIED HEREINAFTER AND AS OTHERWISE REQUIRED.PROVIDE ALL TEST NEWPORT BEACH,CA 92660 EQUIPMENT,INCLUDING TEST PUMPS,GAUGES,INSTRUMENTS AND OTHER EQUIPMENT REQUIRED.PRESSURE 3.05 COORDINATION 2.05 PIPE SLEEVES GAUGES USED SHALL BE GRADUATED IN INCREMENTS NOT GREATER THAN 5 POUNDS PER SQUARE INCH..NO PLUMBING OR DRAINAGE SYSTEM OR PART THEREOF SHALL BE COVERED,CONCEALED,OR PUT INTO USE A.COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH-IN AND A. SHALL BE PROVIDED TO PROTECT ALL PIPING THROUGH CONCRETE AND MASONRY WALLS. UNLESS IT HAS BEEN SPECIFIED.CONDUCT ALL TESTS IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE, CONNECTION FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRE PLUMBING CONNECTIONS. ANNULAR SPACES BETWEEN SLEEVES AND PIPES SHALL BE FILLED OR CAULKED IN AN APPROVED AND OBTAIN THE NECESSARY JURISDICTIONAL AUTHORITY INSPECTIONS. INFORM CONTRACTORS OF OTHER TRADES OF THE REQUIRED ACCESS TO AND CLEARANCES AROUND MANNER. ANNULAR SPACES BETWEEN SLEEVES AND PIPES IN FIRE-RESISTANCE-RATED ASSEMBLIES EQUIPMENT TO MAINTAIN SERVICE ABILITY AND CODE COMPLIANCE. Revisions: SHALL BE FILLED OR TIGHTLY CAULKED IN ACCORDANCE WITH THE BUILDING CODE,ALL UNDERSLAB CAST D. APPLY A WATER TEST TO THE WASTE,AND VENT SYSTEMS WHETHER IN ITS ENTIRETY OR IN SECTIONS; IRON PIPING SHALL BE COVERED WITH POLYETHYLENE SLEEVE(POLYWRAP)AND CONTRACTOR MUST FOLLOW IF APPLIED TO THE ENTIRE SYSTEM,TIGHTLY CLOSE ALL OPENINGS IN THE PIPING EXCEPT THE HIGHEST B.VERIFY EQUIPMENT DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION. MANUFACTURER'S MANUAL FOR PROPER INSTALLATION. OPENING,AND FILL THE SYSTEM WITH WATER TO THE POINT OF OVERFLOW.IF THE SYSTEM IS TESTED IN CHECK ACTUAL JOB CONDITIONS BEFORE FABRICATING WORK.REPORT NECESSARY CHANGES IN TIME TO SECTIONS,TIGHTLY PLUG EACH OPENING EXCEPT FOR THE HIGHEST OPENING OF THE SECTION UNDER TEST, PREVENT NEEDLESS WORK.CHANGES OR ADDITIONS,SUBJECT TO ADDITIONAL COMPENSATION,WHICH ARE B. OPENINGS INTO A DRAINAGE OR VENT SYSTEM,EXCEPTING THOSE OPENINGS TO WHICH PLUMBING AND FILL EACH SECTION WITH WATER,BUT TEST WITH NO LESS THAN A 1O'HEAD OF WATER.IN TESTING MADE WITHOUT WRITTEN AUTHORIZATION AND AN AGREED PRICE,SHALL BE AT THE CONTRACTOR'S RISK AND FIXTURES ARE PROPERLY CONNECTED OR WHICH CONSTITUTE VENT TERMINALS,SHALL BE PERMANENTLY SUCCESSIVE SECTIONS,TEST AT LEAST THE UPPER IO'OF THE NEXT PRECEDING SECTION SO THAT NO JOINT EXPENSE. PLUGGED OR CAPPED IN AN APPROVED MANNER,USING THE APPROPRIATE MATERIALS. OR PIPE IN THE BUILDING(EXCEPT THE UPPERMOST 10'OF THE SYSTEM)SHALL HAVE BEEN SUBMITTED TO A TEST OF LESS THAN A 1 O'HEAD OF WATER.KEEP WATER IN THE SYSTEM OR IN THE PORTION UNDER TEST FOR C. PIPING PASSING UNDER OR THROUGH WALLS SHALL BE PROTECTED FROM BREAKAGE.VOIDS AROUND AT LEAST 24 HOURS BEFORE INSPECTION STARTS,WITH THE SYSTEM TIGHT AT ALL POINTS. 3.06 MARKING AND IDENTIFICATION PIPING PASSING THROUGH CONCRETE FLOORS ON THE GROUND SHALL BE SEALED.SLEEVES SHALL BE PROVIDED TO PROTECT PIPING THROUGH CONCRETE NO MASONRY WALLS,AND CONCRETE FLOORS.NO E. DOMESTIC WATER SYSTEM SHALL BE TESTED AND PROVED TIGHT UNDER A PRESSURE OF NOT LESS ALL DOMESTIC COLD WATER,HOT WATER,SANITARY SEWER,SANITARY VENT,CONDENSATE DRAIN,AND PLUMBING PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE OR MASONRY.IN EXTERIOR WALLS,ANNULAR THAN 120 PSI.PIPING MUST STAND THE TEST FOR A PERIOD OF 24 HOURS WITHOUT LEAKING. NATURAL GAS PIPING SHALL HAVE VISIBLE PERMANENT LABELS AT EVERY 20 FEET,THE DIRECTION OF NORMAL SPACE BETWEEN SLEEVES AND PIPES SHALL BE SEALED AND MADE WATERTIGHT. FLOW SHALL BE CLEARLY SHOWN,AT LEAST ONCE PER ROOM,AND SHALL BE VISIBLE FROM THE LOOR LEVEL. F. CHLORINATION OF THE DOMESTIC COLD AND HOT WATER PIPING SYSTEMS IN ACCORDANCE WITH THE MINIMUM SIZE OF THE LETTERS SHOWN ON TABLE 6-1 BELOW.VALVES SHALL BE LABELED WITH STENCILED 2.06 TEMPERATURE AND PRESSURE RELIEF VALVE STANDARD TESTING PROCEDURES AND LOCAL HEALTH DEPARTMENT REQUIREMENTS.TESTING BY FIRM OR STAMPED METAL TAGS BEARING THE NAME OF THE SYSTEM THEY CARRY. SUCH AS BENNET-MARINE OR EQUAL.SUBMIT CERTIFICATE OF SATISFACTORY TEST RESULTS. TEMPERATURE&PRESSURE RELIEF VALVE SHALL DISCHARGE FULL LINE SIZE TO AN APPROVED WASTE TABLE 6-1 RECEPTOR THROUGH AN AIR GAP AS INDICATED ON PLANS OR 6"MINIMUM,12"MAXIMUM. G. UPON COMPLETION OF TESTING,CERTIFY TO THE ARCHITECT,IN WRITING THAT THE SPECIFIED TESTS HAVE BEEN PERFORMED AND THAT THE INSTALLATION COMPLIES WITH THE SPECIFIED PIPE SIZE(INCHES) SIZE OF LETTER(INCHES) 2.07 SCALD GUARD PROTECTION REQUIREMENTS. 14-I Y Yx 1J:-2 Y4 PROVIDE AND INSTALL LAVATORY SCALD PROTECTION FOR WASTE PIPING AND HOT WATER PIPING IN H. GAS PIPING SYSTEM SHALL BE TESTED WITH 60 PSIG NITROGEN AIR FOR 30 MINUTES. 2X-6 1 X COMPLIANCE WITH ASME At 12.18.9. 6-10 2 Y2 I. WHERE THE SERVING GAS SUPPLIER DELIVERS GAS AT A PRESSURE GREATER THAN 2 PSI FOR PIPING 2.08 DOMESTIC PIPING INSULATION SYSTEM S SERVING APPLIANCES DESIGNED TO OPERATE AT A GAS PRESSURE OF 14"W.C.OR LESS, A.PROVIDE AND INSTALL"INSULATION PROTECTION SHIELD"FOR PIPING WITH FOAM OR FIBERGLASS OVERPRESSURE PROTECTION DEVICES SHALL BE INSTALLED. INSULATION. No. Description Date Project No.: 23.043.10/30 Drawn By: JO Reviewed By: LE Scale: Date: Filename: Sheet Tide: PLUMBING CITY APPROVED PLANS SPECIFICATION Reviewed for Code Compliance Permit:24-0560 PLANS MUST BE KEPT ON JOB SITE FOR ALL INSPECTIONS Defeo:osloNzoza Sheet#: P //� Pe9e 38 of 40 I _002 © MATT E.MAJEED,ARCQHIITTQEyCCTTT22,024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL04.12.24 1ST Pr CHECK VlaJLof 47/22724 w MATT E. MAJEED,ARCHITECT T 21111=1551 ©218.540.1587 7100 E.Pleated Valley Rd,Suite 32A Cleveland,OH 44131 Seal: 1 2 3 4 5 6 1,%CEN5E0 ACIES 18793 ENGINEERING V/!".'L 400 N.McCarthyit Milpitas, A 95035e 250 EXISTING GAS METER ph:(408)522-5255 (JOANN)TO REMAI.& k(408)522-5260 info@aNEW CAS METER SHOPS WITH DELIVERY PRESSURE OF Copyright es.net 2 PSIG TO BLDG.RATED CAPACITY OF 300 MBH NEW GAB METER(IERRA)WITH DELIVERY PRESSURE pyrightQ 2024 CONTTRACTOR SHALL SUBMIT APPLICATION FOR METER OF 2 PSIG TO BLDG!RATED CAPACITY OF 1520 MBH SE1 EARLY DURING CONSTRUCTION.DISTANCE FROM CONTRACTOR SH L SUBMIT APPLICATION FOR METER SET EARLY DURIN CONSTRUCTION.DISTANCE FROM THE MOST REMOTE OUTLET XI GAS METER IB THE MOST REMOT OUTLET TO GAS METER IS A Project for: APPROXIMATELY 400 FT. APPROXIMATELY 300 FT. 1-1/4"MPG(140 BH) ^ (BELOWROOF) (BELOW R MPG(20I M O F H - - - - - - - - - (BELOW ROOF) ) o 1/2^MPG(120 MBH)(BEL Q OW ROOF) J BH 3/4"G(20 MBH) W 1-114'MPG M ) _ RTUUS -2-6 (BELO ROOF) 3T MBH � 3TON Q FUTUR GAS UNIT 2"CW IM-1 4 ; - - - - - - - - O U O 314"G(120 MBH) MBk�- 1/2'MPG(100 MBH) STUB AND CAP FOR TON _ 3 - - - - - - - - - F - - p') (BELOW ROOF) Q FUTURE T.I.CONNECTION ; O I_LI 00 i(E)1-112"CW� Cpi i RTU-2-7 120 MBH LLJ 0 1/2'MPG(115 MBH) 4TON 1 I-I-I VW ROOF) 1-1/4'MPG(1220 MBH 1ITMPG(120 MBH) 1 J 314'MPG(215 MBH) 3/4"MPG(455 MBH (BELOW ROOF) (BELOW ROOF) 1-114'MP ( MBH) ` � J (BELOW ROOF) (BELOW ROOF 1"MPG(695 MBH (BELOW 00) LLI Q FCO (BELOW ROOF) O z MPG, MPG T (E)4"SB ^MPG(240 MBH) 3/4'MPG(240 MBH) 1 '�(314 BELOW ROOF) (BELOW ROOF) v 2_ F 4"VENT THRU RO ___ MBH) �J w OD VENT STUB-OUT BEL I � ' ' 1 W I I RTU-24 G DECK FOR --IE)4"SB '177 T111I 240 MBH MD CON FCO I � � �/ � 10 TON11 4"SBQ2% (BELOW 240 BH) 1"MPG(525 MBH (BELOW 00) � O (BELOW ROOF) FUTURE RO 12"MPG(45�MBH) YMPG(7 0 M H) (BELOW OOF)� L (BELOW 00) N PG MPG ; W MBH) RTU-2-3 240 MBH 12.5 TON Client: yi _ E)4"55 - _ _ --- - _ _ _ 1'CW MAJOR 1 A,12"MPG 240 STUBAND CAPFOR�j WM, BELOW Zoo:) WOOD INVESTMENTS FUTURE T.I.CONNECTION �`�ll _MPG—_—_ _ MPG COMPANIES, INC. 3/4"MPG(300MSH) 3/4"MPG 480ASH) MAJOR 2 14 CORPORATE PLAZA,SUITE 120, SHOPS (BELOW ROOF) (BELOW 00) NEWPORT BEACH,CA 92660 RTU-S-1 150 MBH MBH 6 TON 3/q"MPG(240 MBH) 1"MPG(480 MBH ) Revisions: RTU-2-2 BH) RT S-2 (BELOW OOF) (BELOW ROOF) I240 MBH pG x 12.5TON _ 6T N - --r 3/4"MPG 240 MBH) T11"_MPG _ (BELOW ROOF) 3/4"CD THROUGH ROOF. PR-1. , -BTUB AND CAP TO THE .O.V. r r MGSTUBAUTBELOWR OF 3/4"G 50 MBH) DECK FOR FUTURE RTU O BH) UNDERSIDE OF ROOF STRUCTURE. ; BELOW 00) (TYPICAL 2) "MPG 3l4"CD 6TON) INSTALLATION.000RDIN E ROOF GP'1 WITH TENANT PRIOR TO W/ .O.V. INSTALLATION. 0 MBH) — GPR-1. ROOF) W/Som. 1l PG (TYPICAL 7) D NTHROUGH ROOF FCO 1l2"12 (150 MBH) MBH) IEIE=24" (BELO ROOF) RTU-2-1 4"SS(aJ2% F �I 240 MBH - - - - - - _ - _ - - - _ - 10 TON - _ - - _ _- 4"VENT THRU ROOF WITH 4" 3/4"CD STUB AND CAP,ON ROOF. VENT STUB-OUT BELOW ROOF T TYPICAL DECK FOR FUTURE T.I. CONNECTION. o o o No. Description Date Project No.: 23.043.10/30 Drawn By: JO Reviewed By: LE Scale: Date: Filename: Sheet Tile: PLUMBING CITY APPROVED PLANS FLOOR PLAN Reviewed for Code Compliance Permit 24-0560 PLANS MUST BE KEPT ON JOB SITE FOR ALL INSPECTIONS Dated:osloruzoza Sheet#: Page 39 of 40 P-201 PLUMBING FLOOR PLAN SCALE 1/1V=1'-W Q MATTE.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL® 04.12.24 1STPrSd4lJ46I_of 4712271 r NOTES: 410. SCH 40 PVC GALV STEEL SLEEVE 1.TYP FOR NON-INSULATED PIPE PIPE CLAMP SLEEVE SECURE TO PARTITION 2.TYP FOR MASONRY OR CONCRETE WALL PIPES �F� FIXED STRUT SUPPORT CAULK AND SEAL ANNULAR SPACE PIPE WITH OR WITHOUT INSULATION BETWEEN PIPE AND SLEEVE MATT E. MAJEED,ARCHITECT u u u u INTERIOR EXTERIOR T 216.520.1551 ©416.520.1561 CADDY PYRAMID ST SERIES CAULK AND SEAL ANNULAR SPACE 7100 E.Paso Valley Rd.,Suite 320,Olevelald,OH 44131 ROOF LENGTH TO SUIT BETWEEN PIPE AND SLEEVE CONCRETE WALL SCH 40 PVC OR GALV STEEL SLEEVE CADDY ESCUTCHEON PLATE SECURE TO PARTITION Seal: WHERE EXPOSED INSULATION AND JACKET 20 GAGE FLASH FLANGE V,CENSED AGIES NOTES: PIPE 1.CUT TO TIGHTLY FIT EACH PIPE 18793 ENGINEERING 2.SIZE AS REQUIRED SEAL WITH PAINT ALL SIDES �L 400 N.McCarthy Blvd,ate 250 1.PIPE SUPPORTS SHALL BE SPACED AS SPECIFIED IN THE SPECIFICATIONS. 3.FINISH PAINT TO MATCH ADJACENT WALL AREAS Milpitas,CA 95035 2.DO NOT ATTACH SUPPORTS TO ROOF.PROVIDE PROTECTIVE MEMBRANE BETWEEN ROOF AND SUPPORT PER ROOFING 4.FASTEN TO WALL WITH FLATHEAD SCREWS ph:(408)522-5255 MANUFACTURER'S RECOMMENDATIONS.PROVIDE AND INSTALL BY THE PLUMBING CONTRACTOR. fx:(408)522-5260 inio@aciea.net NOTE: Copyright©2024 WHERE PIPING IS EXPOSED AT FINISHED WALLS,FLUSH MOUNT SLEEVE AND PROVIDE ESCUTCHEON CHROME PLATE. A Project for: SCALE — 1 SCALE PIPE SUPPORT ON ROOF NOT TO SCALE 8 PIPE THROUGH WALL NOT TO SCALE 4 GAS PRESSURE REGULATOR 0 0 GAS COCK HORIZONTAL COPPER PIPING 0 J PIPESIZE ROD SIZE MAXIMUM 0 0 GASVENT SPACING '1/ STRUCTURE y2„-%a' �" 5 m Q TO UNIT AT 1"-1}¢" y" 6' 7"WC GAS PRESSURE 0 0 2 PSIG GAS PRESSURE 2" 8' 0 0 FROM THE MAIN USE PROPER ATTACHMENT O LLI C'') FOR STRUCTURE 2X„ 4„ J'z" 10 00 LLI APPROVED SWAY BRACE Lu LLI ATTACHMENT TO STRUCTURE [[ C1 12"MAXIMUM HANGER ROD PER TABLE ~ J HORIZONTAL CAST IRON PIPING C�Q J PIPE SIZE ROD SIZE MAXIMUM LLI Q DIELECTRIC UNION SPACING J L.L UNION .�„ 2„ �� EVERY O z OTHER IL �CLEVIS HANGER Y-4^ JOINT, FELT-LINED UNLESS V F 6"SEDIMENT TRAP—� OVER 4 FT 6"-8" THEN ALL GAS PIPING SHALL BE COATED WITH EACHJOINT MD ANTI-RUST YELLOW PAINT 0 ADJUSTABLE CLEVIS HANGER � V n O X 4 RTU GAS CONNECTION SCALE 7 OVERHEAD PIPE SUPPORT SCALE 3 w CV NOT TO SCALE NOT TO SCALE 2 1 1 3 3 3 1 2 2 VENT PIPE Client: 6 WOOD INVESTMENTS 5 HEIGHT PER METAL FLASHING 4 LOCAL CODE RING W/SEALANT COMPANIES, INC. 12"MIN PACK SPACE BETWEEN PIPING AND PENETRATION OPENING WITH MATERIAL APPROVED BY UNDERWRITERS LABORATORIES 14 CORPORATE PLAZA,SUITE 120, 22 GA.G.I. FOR THROUGH PENETRATION FIRE STOP SYSTEMS.MATERIALS,METHODS,AND INSTALLATION SHALL BE IN ACCORDANCE WITH NEW PORT BEACH,CA 92660 ROOF JACK UL APPROVED LISTING AND SHALL BE DESIGNED TO ACT AS A FIRESTOP AS WELL AS A COLD SMOKE,NOXIOUS GAS AND WATER BITUM SEALANT SEALANT.SUBMIT LISTING NUMBERS AND DETAILS FROM UL FIRE RESISTANT DIRECTORY FOR ALL SUCH SYSTEMS TO BE USED. I INSULATE PIPES 3 FEET TO EITHER SIDE OF PENETRATION WITH MATERIAL SPECIFIED IN THE UL FIRE RESISTANCE DIRECTORY IF ROOFING fi" REQUIRED TO OBTAIN THE T-AND F-RATINGS. Revisions: O WALL AND FLOOR O2 PIPE OR INSULATED PIPE ROOF DECK O3 FIRE BARRIER-"3M PRODUCTS INC.'FIRE BARRIER CAULK CP25 WB+,MOLDABLE PUTTY,FIRE BARRIER 2001 SILICONE SEALANT ® PIPE COVERING FOR FLAME RETARDANT POLYPROPYLENE PIPING FIRE STOPPING ASSEMBLY. O STEEL COLLAR FOR FRPP FIRE STOPPING ASSEMBLY. © PACKING MATERIAL FOR FRPP FIRE STOPPING ASSEMBLY. VENT PIPE,SEE PLANS FOR SIZE USE FOLLOWING APPLICABLE UL SYSTEMS FOR THE CONSTRUCTION TYPES LISTED. CONSTRUCTION TYPE THROUGH PENETRATION FIRESTOP SYSTEM NUMBERS CONCRETE FLOORS C-AJ-5002(1 HR),C-AJ-5003(1 HR) CONCRETE OR MASONRY WALLS C-AJ-5002(1 HR),C-AJ-5003(1 HR) VENT THROUGH ROOF SCALE NOT TO SCALE 6 PIPE THROUGH FIRE RATED WALL AND FLOOR NOT TOALE SCALE 2 ANCHOR BOLT,TYPICAL ANGLE CUP(DOUBLE),ORIENT TO DECK SPAN.FIELD DRILL HOLES IN ANGLE CLIP FOR ANCHOR BOLTS TO SET IN DECK TROUGH FINISHED WALL LONGITUDINAL ANGLE BRACE i I i l l SLOPE 1:1 wu VENT ACCESS COVER t BRACE HANGER RODS OVER 3'-0"LONG WITH 2"x2"Al VERTICAL ANGLE BRACE WELD 1"AT 24"SPACING TRANSVERSE ANGLE BRACE 1 SANITARY TEE FLUSH COVER 6"MIN RTU FINISHED FLOOR SECURING SREW BOLT WITH CUT WASHER No. Description Date 1 Project No.: 23.043.10/30 12 GA.CLIP PIPE SLEEVE OVER BOLT Drawn By: JO <7, Reviewed By: LL SEE PLANS FOR EXACT ROUTING Scale:ADJUSTING COLLAR Date: ROOFCLEANOUT PLUG AND BODY, PIPE BOLT TO ANCHOR BOLTS ANGLE BRACE ANGLE CLIP Filename: SEE SPECS. VERTICAL WASTE PIPE SIZE ANGLE OR INSERTS Sheet Title: ��.....�� GREATER THAN OR EQUAL TO INTERNAL FAN 2' 2x2'16 GA. 112" 3"x3'xi/2"zt'd" 112 STATIC PRESSURE.COORDINATE WITH BEND FULL SIZE,4"MAX. WALL CLEANOUT 3,4 2"z2'16 GA. 1/2" 3"x3"A/2'xV4" 1/2 MECHANICAL CONTRACTOR WYE WITH REDUCING BRANCH I E MAIN IS OVER S 6 2.5'Q.5"16 GA. 112" 5"x3'x112"x1'-4" 112 PLUMBING BRA PLUG IF END OF LINE 8 3'0"12 GA. 112" 1 2-50A/20 4" 2 10 3"0"12GA. 1" 2Zx3xl/2'x-gITYIAPPROVED PLAR 5 DETAILS FLOW _ _ Reviewed tor code Compliance 2"x 2N12 GA.CHANNEL MAY BE USED Permit:24-0560 BENT PLATE OF EQUAL THICKNESS MAYBE SUBST T11MI ?g IP TO FLOOR CLEANOUT FACILITATE ANCHORAGE TO SLAB TROUGHS. PROVIDE EQUAL NUMBER OF ANCHOR BOLTS TO 7 .-ti3No2a Sheet#: PROVIDE MINIMUM EMBEDMENT OF 1112"ABOVE T �PRJKTAL DECK FOR ALL 151 BOLTS.ALL P-401 ANCHOR BOLTS SHALL BE OF NOWEPDXY TYPE RTU CONDENSATE DRAIN SCALE 9 CLEANOUTS SCALE 5 SEISMIC SUPPORT FOR PIPES SCALE NOT TO SCALE NOT TOSCALE NOT TO SCALE © MATTE.NIAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAII 04.12.24 1 ST PPNaIgeUBy11T);ALof 47022724 10 SPECIAL INSPECTION: REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION & INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD CBC REFERENCE MATT E. MAJEED,ARCHITECT 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT - X ACI 318:3.5,7.1-7.7 1910.4 O 216.520.1551 F 216.520.1567 2. VERIFYING USE OF REQUIRED 7100 E Pleasant Valley Rd.,Suite 320,Cleveland,OH 44131 DESIGN MIX. - X ACI 318:Ch.4,5.2-5.4 804.2,1910.2,1910.3 3. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE Seal: SPECIMENS FOR STRENGTH 1 2 3 4 5 6 TESTS,PERFORM SLUMP AND ASTM C 1 AIR CONTENT TESTS,AND X - ASTM C 31 1910.10 ACI 318:5.8,5.8 DETERMINE THE TEMPERATURE OF THE CONCRETE $S�pNALR,C 4. INSPECTION OF CONCRETE QQr�XCEN$�Q PLACEMENT FOR PROPER � 9 APPLICATION TECHNIQUES X - ACI 318:5.9,5.10 1910.6,1910.7,1910.8 4 5. INSPECTION FOR MAINTENANCE 1 3 OF SPECIFIED CURING _ X ACI318:5.11-5.13 1910.9 "�aOF10P TEMPERATURE AND TECHNIQUES '4M NAB 5/&/24 53.1 TYP. M 6. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF ,� 13 13 THE CONCRETE MEMBER BEING - X ACI 318:6.1.1 - A Project for: FORMED. 53.1 TYP. 53.1 TYP. L1 7. ALL POST-INSTALLED ANCHORS - X HSS4X4X�/s COL., 2 H RE. 2/S3.3 S3.3 (N) TRASH /1� 000MPACTOR REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION V CUT(N) OPENING _--____= LINFILIL (E) OPENING REP. 6NS3.3 INTO CMU UP TO 14 PER 3 53.3 / 7'-4" A.F.F.-DO NOT ,; j22ad' G VERIFICATION & INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD Q OVERCUT CORNERS In � 53.1 P. J-_____ 1. MATERIAL VERIFICATION OFJ W-- - STRUCTURAL STEEL: Tr G F a.IDENTIFICATION MARKINGS TO SPECIE ED IN THE APPROVED CONFORM TO ASTM STANDARDS - X ASTM A 6 OR ASTM A 568 53.3 HSS6X6XY4 POST, CONSTRUCTION DOCUMENTS -J F-:RE. 4/S3.1 b.MANUFACTURER'S CERIFICATE OF for O Q c) COMPLIANCE REQUIRED - X ASTM A 6 OR ASTM A 568 LU 2. MATERIAL VERIFICATION OF WELD 5 CO FILLER MATERIALS: O ` LU a.IDENTIFICATION MARKINGS TO LU CONFORM TO ASTM STANDARDS W m SPECIFIED IN THE APPROVED - - AISC 360,SECTION A3.5 I- J CONSTRUCTION DOCUMENTS ` 0 J b.MANUFACTURER'S CERIFICATE OF _ J O LL COMPLIANCE REQUIRED 3. INSPECTION OF WELDING: a� J D_ z a.STRUCTURAL STEEL: , 1) COMPLETE AND PARTIAL V W E PENETRATION GROOVE X 00 WELDS: 2) MULTIPASS FILLET WELDS: - X Tr"1 3) SINGLE-PASS FILLET WELDS AWS D1.1 MD X �4) SINGLE-PASS FILLET WELDS X O 5) FIELD WELDS X - X 4 W N STATEMENT OF SPECIAL INSPECTIONS SQ^�E 3 D NTS Client: WOOD INVESTMENTS COMPANIES, INC. 14 CORPORATE PLAZA,SUITE 120, NEWPORT BEACH,CA 92660 C Revisions: SN CITY RESUBMITTAL 05.06.2024 STRUCTURAL NOTES Zkh)1- DESIGN INFORMATION AND LOADS USED: HSS6X6X'A6 COL., A. USED THE 2018 IBC (INTERNATIONAL BUILDING CODE) Lj/// RE. 4/53.1 B. ROOF SNOW LOAD....25 ESE C. ROOF DEAD LOAD_..18 PSF D. WIND .............103 MPH, EXPOSURE C E. SEISMIC .........5.=0.185, S-0.081, SITE CLASS 'D' p 2. FOUNDATION: Ya(N)HSS6X4X B A. AN ALLOWABLE SOIL BEARING PRESSURE OF 1500 ESE WAS USED POST,RE. 2/53.4 IN THE DESIGN. HSS4YzX4YzX3s B. ALL FOUNDATIONS SHALL HAVE A MINIMUM EMBEDMENT OF 2'-0" ® HSS6X6X5/ts COL, BELOW FINISH GRADE. 1 15 HS 4/53.1 HSS6X6X�s POST, LHSS6X6X�,�6 RE. 3/S3.4 HSS6X6X/ts COL., 3. CONCRETE: 53.4 53.1 RE. 4/53.1 A. STRENGTH....._F'c 3500 PSI (520#MIN. TYPE II CEMENT) MAXIMUM WATER CEMENT RATIO = 0.50 f--, i--' ____ ---i B. REBAR..ASTM A615, GRADE 60 - #4 BAR &LARGER; ---- -- - `r ---- - -� A ..ASTM A615, GRADE 40 - #3 BAR & SMALLER. ----- -- --- -------- --------- I------- ----------- WHERE WELDING IS REQUIRED, USE A706, -----; ;--- GRADE 60 REBAR. ® ® ® ®I ®I C. MINIMUM CLEAR CONCRETE PROTECTION FOR 16'-2' '-8' -- - REINFORCEMENT SHALL BE AS FOLLOWS UNLESS 1-3 HSS6X6X3/S COL 1-3 NOTED OTHERWISE: W/5'-0"X7'-0" 1. FORMED CONC. PLACED DIRECTLY AGAINST EARTH 3" 1 3 PAD,RE. 14/S3.3 2. F HD SURFACES EXPOSED TO WEATHER OR ARM 53.2 53.2 A. #5 BARS OR SMALLER.. 91 INCHES B. #6 BAR OR LARGER.... 2 INCHES 2 3. SLAB ON GRADE.......... CENTER OF SLAB D. MINIMUM LENGTH OF LAPPED SPLICES SHALL BE 53.2 AS FOLLOWS UNLESS NOTED. STAGGER SPLICES SO THAT NO TWO ADJACENT BARS ARE SPLICED IN THE SAME LOCATION UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL BE LAPPED ONE FULL No. Description Date MESH AT THE SIDES AND ONE FULL MESH PLUS 2" Project No.: 23.049.10/30 AT THE ENDS. MAKE ALL BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF EQUAL SIZE Drawn By: NH AND SPACING. BAR SIZE SPLICE LENGTH Reviewed By: NH #3 16" #4 22" Scale: AS NOTED #5 27" #6 35" Date: E. EPDXY ADHESIVE SHALL BE SIMPSON SET-XP. Filename: Sheet Title: NOTE: CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS MATCH THOSE SHOWN IN THESE DRAWINGS. CONTRACTOR PARTIAL TO IMMEDIATELY NOTIFY THE ENGINEER OF RECORD & THE ARCHITECT IF CONDITIONS DIFFIEF I A s FOUNDATION IN THESE DRAWINGS. ¢ewe PLAN NOTE: PLANS MUST KEPT ON JOB ALL SHORING INSTALLATION & DESIG `% OIINERECTIONS THE RESPONSIBILITY OF THE CONTRACTOR. D.bd O&0&2024 Sheet#: Pe 170 S 1 .1 PARTIAL FOUNDATION PLAN SCALE 1 STRUCTURAL NOTES SCALE 2 1/8'=1'-0" NTS Qo MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1STIRPNCHECK SUBy12Lof 47022724 a. MATT E. MAJEED,ARCHITECT T 216.520.1551 F 216.520.1567 7100 E Pleasant Valley Rd.,Suite 320,Cleveland,OH 44131 Seal: 1 2 3 4 5 6 ewa�o�iy zo7 '- c OFWP�O A Project for: RE.8 S3.3 / IN MECH. (N) MECH. RE.10C/53.3 &111A/S ,� ^� UNIT(/S3.1 , UNIT(/S3.1 , 'R -2E. 6/53.1 E. 6/53.1 V RE.1OB/S3.3 RE.11A/53.3 L - - - - - - -� LJ RE.4A/S3.4 (N)C12X20.7 - - - - J UJ RE. 4B/S3.4 _ _ _ C)(N)OPENING, W BE. 6/S3.1 F- (N)OPENING, o N) MECH. cr O (n 13 RE. 6/S3.1 REIT653.010) Q O I1J O 00 o m o o W it L LJ LUJ m C1 (N) MECH. o UN)ITMECH. o o C/)LLj Q UNIT(#1100), UNIT(#11 DO)' RE. 6/S3.1 J ILL. 6/53.1 �E. 6 S3.1 J Q (� J D o NIT(/ , MU DO RE. 6/S3.1 53.1 rvAy^^Y MECH. o m UNIT(//1100), o, f O RE. 6/S3.1 o o 1. `x_' 0 0 0 U o LU N o ¢ ¢ a (N) MECH. -� UNIT(#1800), _ N N N E. 6/53.1 a w w w s Client: o m m m F o z o z o z o m a a a WOOD INVESTMENTS z 3 n w N w a w COMPANIES, INC. o91. a a C 14 CORPORATE PLAZA,SUITE 120, 8'-G" v uNITM(#1800),_71 NEWPORT BEACH,CA 92660 RE. 6/S3.1 Li ME H. N) MECH. UNIT I#1100), -UEIT6�S300), _ _ _ _ _ _ _ _ E. 6/S3.1 - Revisions: CITY RESUBMIT 05.06.2024 -(N) MEC c, (N) MEC UNIT(//1100, �_ INFILL ROOF �_ w UEIT6(#11010) RE 6/S3.1 6/S3.1 o OPENINGS AS o m N OCCURS PER N 0 0 0 9/53.4 o N � � 1 U N w w S3.1 N) MECH. v UNIT(#1500), RE. 6/S3.1 N C15X33.9 - _ - _ - - - _ _ _ _ _ _ pSN---------- /6 STRUCTURAL NOTES (N)L6X6X% 21.)DESIGN INFORMATION AND LOADS USED: 4 1 2 1 A. USED THE 2018 IBC (INTERNATIONAL BUILDING CODE) 53.1 B. ROOF SNOW LOAD._...25 PSF o _ 1 15 53.3 53.1 Q 53.4 C. ROOF DEAD LOAD....18 PSF 53.4 53.1 OVERBUILD, OVERBUILD, D. WIND .. .......103 MPH, EXPOSURE C RE. 8/S3.4 RE.8/S3.4 E. SEISMIC .........5.=0.185, S-0.081, SITE CLASS 'D' w w (E) 118X55 N C15X33.9 v v (N) MC18X58 2. STRUCTURAL STEEL: - - - - A. STEEL DESIGNATIONS: 1 ROLLED SHAPES............ASTM A-36 1 ,J1 -E W14X43 HI & L0� PIPE COLUMNS...:..........ASTM A-53, GRADE B ° ° ----------------- -- S3.3 STRUCTURAL TUBING....ASTM A-500, GRADE B ° ----_ --------------------------- -- --- ----- 53.3 N) HSS18X6X/a W SHAPES.....................ASTM A-992 (N) HSS12X6XYa (N) HSS12X6XYa B. FIELD CONNECTIONS SHALL BE MADE WITH 3/4"0 A-325 BOLTS UNLESS NOTED OTHERWISE. IF A CERTAIN SITUATION IS NOT DETAILED, USE A SIMILAR DETAIL. 1 3 15 2 CONNECTIONS SHALL GENERALLY FOLLOW THE TYPES SHOWN IN THE AISC MANUAL OF STEEL CONSTRUCTION. 53.2 S3.2 S3.3 53.2 C. ALL ELEVATIONS AND HEIGHTS GIVEN ARE FROM FINISHED FLOOR ELEVATION, RE. ARCHITECTURAL PLANS. D. IT IS NECESSARY THAT THE STRUCTURAL DRAWINGS BE USED IN CONJUCTION WITH THE ARCHITECTURAL DRAWINGS TO HAVE A COMPLETE SCOPE OF THE WORK INVOLVED IN THIS PROJECT. E. ALL FIELD WELDING REQUIRES SPECIAL INSPECTION. 3. WOOD SHEATHING: No. Description Date A. WALL SHEATHING SHALL BE AS FOLLOWS Project No.: 23.043.10/30 -Y52�" THICK WITH SPAN INDEX 24/16, APA RATED EXTERIOR GRADE Drawn By: NH - " THICK WITH SPAN INDEX 32/16, APA RATED EXTERIOR GRADE --Y4" THICK WITH SPAN INDEX 48/24, APA RATED EXTERIOR GRADE Reviewed By: NH Scale: AS NOTED Date: Filename: NOTE: Sheet Title: CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS MATCH THOSE SHOWN IN THESE DRAWINGS. CONTRACTOR TO IMMEDIATELY NOTIFY THE ENGINEER OF RECORD & PARTIAL ROOF THE ARCHITECT IF CONDITIONS DIFFER FROM THOSE SHOWN IN THESE DRAWINGS. CITY APPROVED PLAI IS FRAMING Reviewed for Code Cmpliance PLAN - NOTE: PLANS MUST B KEPT ON JOB ALL SHORING INSTALLATION & DESIG %ft4LOlflkUL INSPECTIONS THE RESPONSIBILITY OF THE CONTRACTOR. Debd:O&0&2024 Sheet#: Peg°18 . S2.1 PARTIAL ROOF FRAMING PLAN SCALE 1 STRUCTURAL NOTES SCALE 2 1/16-1'-0- NTS © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1STIRPNCHECK SUWyI Lof 47022724 1 ° ° RE. S1. EXISTING 8" CMU 6, SOLID GROUTED RE. 5,.,, SEE a MATT E. MAJEED,ARCHITECT X& 5/S3.1 FOR HSS6X6X5/is COL., CONNECTIONS EXISTING OR NEW RE. 5/S3.1 T 216.520.1551 F 216.520.1567 To CMU & FON. s CMU SOLID 7100 E Pleasant Valley Rd.,Suite 320,Cleveland,OH 44131 (3) %"X3"X3' SPACER C15X33.9, RE. PLAN, W/5/a'• GROUTED CONC INFILL W/#3 AT SIDESs 3/a" PLATE 18' O.C. EACH WAY AT TOP C15X33.9 CHANNEL, PLATE AT BOLTS EPDXY BOLTS W/4Y2" EMBED. Seal: RE. PLAN AT 12" O.C. STAGG. 9Y2" 54)EM,"0 BOLTS-PROVIDE L3X3XY4 X 3" LONG DRILL 3/y"0 HOLES INTO 'C' CLIP ANGLE W/YZ"0 "I "I EPDXY BOLT W/46j o AT 16' O.C. o o EXISTING SLAB-SAWCUT 60OS162-54 AT 16" O.C. EMBED. AT 24" O.C. o _ 4" CONC. SLAB. o ❑ AS REQUIRED -SEE NOTES BELOW (3) PUDDLE WELD 'C' TO ANGLE W/#3 BAR AT SEX STING AWCUT SLAB \ s SHEATHING W/#10 ----- 362S162-43 AT EACH SCREWS AT 8" O.C. Ya SIDES o STUD W/(2) #10 16" O.C. o 0 ------- SCREWS TO STUD \OVAL$ 5/ie --------- VERIFY W/ARCH ------ 2" 5" 1 2"X2"X18 GA. W/#10 SCREWS EACH LEG t4�CEN$O N RE ARCH. W/#1018 E ANGLE pQ$X Cy ------- ---- -- ANGLE W/#10 EACH MEMBER q` y L6X4X%(LLH) BEYOND #5 DOWEL AT 12' O.C. eIAR R EPDXIED4 FOUNDATION, TY � � SCREWS EACH LEG 4 O IO EXISTING EACH MEMBER 60OT125-54 W/#10 rbV1 O Yz"X3"X11' PLATE 3/6 4®12 INTO ( ) SLAB AT STUD W/%'0SCREW EACH `EPDXY EG H 0 p,a1 ° L6X4X3/6(LLH) 16" O.C. --------- - 8 NEW CONC. FTG. BOLT W/aY2' EMBED. AT �yqc p10 1 32 O.C. W/WASHERS CUT OPENING INTO W/(2) #5 BARS 362S162-43 AT EACH NOTES: CMU WALL-DO NOT NOTE: BOTTOM STUD W/(2) #10 362T125-43 W/3/ie" SIMPSON TITEN OVERCUT ING IN iS SCREWS TO STUD N PROVIDE CLIP ANGLES EACH SIDE OF HSS POST ABOVE OPENING. 1. PROVIDE 15 mil VAPOR BARRIER UNDER SAND/SLAB. EXISTING FTG. 2'-0" ,,,III TURBO ANCHOR W/1Ya" MIN. EMBED. 2. PROVIDE CLIP ANGLE TO (1) SIDE OF HSS AT OPENINGS AS SHOWN. LAP & SEAL WITH EXISTING VAPOR BARRIER. (X 4'-0" CENTER ON HSS) _-- AT 16'_ NOTES: 0_C_& #10 EACH LEG ---- g Project for: 3. TERMINATE HSS COLUMN 3" BELOW EXISTING ROOF JOIST. / ----------- -{ 4. USE SIMPSON SET XP ADHESIVE-PROVIDE SCREEN TUBE WHERE 1. USE SIMPSON SET XP EPDXY ADHESIVE-PROVIDE SCREEN TUBE NOTE: }I ANCHOR LOCATED AT HOLLOW CELL. WHERE ANCHOR LOCATED AT HOLLOW CELL. FOLLOW ALL 1. CENTER 4'-0" CUT INTO THE EXISTING SLAB ON HSS POST. MANUFACTURER INSTALL CRITERIA. 2. WHERE POST IS NEAR EXISTING INTERIOR STEEL COLUMN INSTALL ON EXISTING COLUMN PAD. YK 362S162-43 AT EACH (E) METAL DECK 1 STEEL CHANNEL AT HSS POST ELEVATION n SECTION AT NEW OPENING Z NEW SLAB AT EXISTING SLAB HSS POST AT FOUNDATION 362T125_43 W/ 6" & STEEL JOISTS �R 3/4" - 1'- 0" L 3/4" = 1'- 0" J 3/4" = 1'- 0" 4 3/4" = 1'- 0" STUD W/TO STUD 1 SIMPSON TITEN TURBO II v RE. S1.1 RE. S1.1 RE. S1.1 RE. S1.1 /Ya" MIN. SCREWSU ANCHOR W 1 FUTURE 900#MECH. EMBED. AT 8" O.C. & Q #10 EACH LEG J-L UNIT, RE. FUTURE MECH. UNIT SUBMITTAL r m FOR UNIT& OPENING 1 1 1 m DIMENSIONS Q MECH. UNIT CURB BY UNIT z MANUFACTURER-ATTACH W/Y2"6 THRU BOLT AT(4) it a 111 Cl) MIN.-CURB TO BE SELF-LEVELING -J 00 LLI UJ CLIP ANGLE X 4" LONG ------------------------ - h RE. MECH. UNIT, � ^ W CLIP ANGLE W/Yz" EPDXY (N) L6X6X5/js ANGLE RE. MECH. DRAWINGS \\y' J 24"BOL O C/4SEEE NOTES BELOW UNDER MECH UNIT CURB i (E1 1Y2 B � C/ EXISTING OR NEW-f (3) SIDES DECK MECH. UNIT CURB BY UNIT \` MANUFW/Y2"0ACTURER-ATTACH J GRO GROUTED SOLD his ii m CORNERS MIN.-CURB AT T04) 1 (E) 8" CMU J W CMU W HSS6X6X5/is COL., %"X3 X4' TALL PLATE, BE SELF-LEVELING 0 z RE. 1/S3.1 TYP. yp AT ENDS ANGLE 0_ 3/is AT ENDS OF (N) L2X2X3li6 BETWEEN TOP PROVIDE 16GA. X 8" (N) L2X2X')�s BETWEEN OPENING, TYP. & BOT CHORD AT EACH WIDE PLATE WHERE 1 ~ N TOP & BOT CHORD AT TYP L6X6X5/ts-CLIP INSET LEG CURB DOES NOT ALIGN E 1 'B' DECK z W 00 EACH LI5X6X5/is-CLIP 6 CORNER TO ALLOW WITH HIGH FLUTE 1 ( ) Yz INSET LEG CORNER TO FLUSH PLACEMENT ALLOW FLUSH PLACEMENT AGAINST VERT. JOIST 2Y2"X2Y2"X18GA. X 2Y2" CLIP '^i• AGAINST VERT. JOIST CHORD FACE EACH STUD & AT 8'-0" 'v/',[JtLt_0 NOTES: EACH Y2" SHEATHING 1. PROVIDE CLIP ANGLES EACH SIDE OF HSS POST ABOVE OPENING. CHORD FACE END Ye f1fMAX. VERTICALLY W O 2. PROVIDE CLIP ANGLE TO (1) SIDE OF HSS AT OPENINGS AS SHOWN. (El ROOF JOIST, PDPAWL SHSOPE S TO CMULn RREE PLAN 5 6005162-54 AT & (2) //10 SCREWS TO O 3. TERMINATE HSS COLUMN 3" BELOW EXISTING ROOF JOIST. (N)ER MECH ANGLE 16' O.C. W/TOP STUD ` ' 1 4. USE SIMPSON SET H ADHESIVE-PROVIDE SCREEN TUBE WHERE NOTES: UNDER MECH UNIT CURB TRACK X ANCHOR LOCATED AT HOLLOW CELL. 1. REFER TO ARCH & MECH DRAWINGS FOR NO., SIZE & LOCATION OF ROOF OPENINGS. PROVIDE STEEL FRAME FOR ALL OPENINGS LARGER THAN 12"0 OR 12"x12" SQ.2. PROVIDE L6X6X%AT MECH UNIT ATTACHMENT POINTS W/Y2"O THRU BOLT EACH CORNER MIN. �f1 1 LU 1 5 HSS POST AT CMU FRAMING AT ROOF OPENINGS & MECH UNITS FRAMING AT MECH UNIT CURB 80QS162-97 BLOCKING Y2" SHEATHING AT TIE ROD 3/4" - 1'- C" = I'- %" - 1'- 0" W/2Y2"X2Y2"X16GA. X 4" 2X4 STUD AT 16" RE. S1.1 6 BE. ;1.1 7 RE. S2.1 CLIP ANGLE W/(4) #10 SCREWS EACH ENDACH O.C. W/TOP PLATE 362SJ62-43 AT E Client: T STUD W/(2) #10 ✓� SCREWS TO STUD 600T125-54 W/#10 TO EACH 'C' AT 12' O.C. 362T125-43 W/Ys• SIMPSON WOOD INVESTMENTS t- EXISTING 8" CMU TITEN TURBO ANCHOR W/1Y;" SOLID GROUTED DBL 12005200-97, MIN. EMBED. AT 8" O.C. & COMPANIES, INC. (E) CMU CUT FOR RE. 4/S3.3 #10 EACH LEG NEW OPENING-Do 1p 14 CORPORATE PLAZA,SUITE 120, (E) ANGLE AT EDGE OF(E) NOT OVERCUT 2X4 W/PDPAWL AT 12" ROOF OPENING CORNERS 3 0.C. NEWPORT BEACH,CA 92660 "X3"X3' SPACER C18X42.7, RE. PLAN, W/5/" /s %" SHEATHING W/#8 SCREWS PLATE AT BOLTS EPDXY BOLTS W/022" EMBED. AT 12" O.C. STAGG. L3X3XYs X 3" LONG AT 8" O.C. AT EDGES & �s DRILL 3/a"0 HOLES INTO 'C' CLIP ANGLE W/4)/2 C15X33.9, RE. 2 53.1 SUPPORTS � AT 16" O.C. EPDXY BOLT W�4Yz' (3) C12X20.7 / Revisions: 60OS162-54 AT 16" O.C. EMBED. AT 24' O.C. 'As SIDES ALL SIDES 'X18GA. ANGLE P CITY RESUBMITTAL 05.06.2024 PUDDLE WELD 'C' TO ANGLE -SEE NOTES BELOW W(LDLATPEN W/DAWL SHO PIN (E) METAL ROOF DECK ^ '-� _ VERIFY W/ARCH} CORNERS HSS2X2X3/ts AT 18 O.C. HSS2X2XYs EACH IIIII RE. ARCH. Pp). N) L6X6X.y,W//5"@@ END �s EPDXY BOLTS W�4Y2' HSS5X2X�s A III Piz (N) HSS6X6X5A6 POST EMBED. AT 16' O.C. 32" O.C. Ill (E) ANGLE AT EDGE OF (E) (N)Y2"X2"X4" PLATE 20 GA. 1Y2"//'B'DECK WWW//AA##''10 III ROOF OPENING �6 4@12 ° ATR12�'S O.C."EOPRENESUPPORTS&SHERS III L6X4X3/a(LLH) AT 24"O.C. AT SUPPORS III STOREFRONT, RE. ARCH. 600T125-43 W/PDPAWL SHOT IIIII PINS AT 8" O.C. STAGGERED CUT OPENING INTO /O%"X4Y2" CMU WALL-DO NOT RE E PLATE W 2 Ill TO (E) ANGLE & #10 SCREW �� OVERCUT CORNERS THREADED RODS WELDED CELLS BACK lull -LOCATE AT GROUTED CELLS AT EACH LEG EACH RAFTER O.0 MAX IIIII NOTES: NOTES: 32" . . 1. USE SIMPSON SET XP EPDXY ADHESIVE-PROVIDE SCREEN TUBE 1. USE SIMPSON SET XP EPDXY ADHESIVE-PROVIDE SCREEN TUBE WHERE ANCHOR LOCATED AT HOLLOW CELL. FOLLOW ALL WHERE ANCHOR LOCATED AT HOLLOW CELL. FOLLOW ALL MANUFACTURER INSTALL CRITERIA. MANUFACTURER INSTALL CRITERIA. IIIII 8 (E) ROOF DECK OPENING INFILL SECTION AT NEW OPENING *1'1 NGLE AT HSS POST 6•_Q"3/„ = 1,- °„ 9 3/4. = 1.- 0" 4„ = 1,- °.. ABORE. S2.1 RE. S1.1 51.1 III #5 HORIZ. BAR III IIIII IIIII 5 HORIZ. BAR AT III HSS6X6Xnv 6. 14" O.C. III RE. 51.1, SEE 4 Ill EXISTING 8" CMU °I ° & 5/53.1 FOR #5 VERT. BAR AT III SOLID GROUTED CONNECTIONS 16" O.C., U.N.o. TO CMU & FDN. I (3) 8" CMU GROUTED IIIII SIDE, 3�6 (3) soup III No. Description Date %"X3"X3' SPACER C12X20.7, RE. PLAN, W/5/s" y, SIDES PLATE AT BOLTS EPDXY BOLTS W/02" EMBED. IIIII project No.: 23.043.10/30 AT 12" O.C. L3X3XYa X 3" LONG C' CHANNEL, 24 CLIP ANGLE W/Y2"O RE. PLAN � Drawn By: NH DRILL 3/a'0 HOLES INTO 'C' 4 BAR I8 III AT 16' O.C. EPDXY BOLT W/4Y2" #4 DOWEL AT 16" O.C. EMBED. AT 24" O.C. ONT. III Reviewed By: NH I o #4 DOWEL AT 16' O.C. I -SEE NOTES BELOW PAVING BY OTHERS 10'•L• 8„ N IIIII Scale: AS NOTED PUDDLE WELD 'C' TO ANGLE 1 0 0 6" CONC. SLAB 4' _________ w�a AT 16 o.c. III Date: _________ VERIFY W/ARCH E H WAY #5 HORIZ. BAR 6" CONC. SLAB W/y4 IIIII CUT NEW OPENING INTO s 1 AT 16" O.C. EACH WAY IIIII CMU, DO NOT OVERCUT Filename: RE. ARCH. FINISH GRADE, `O CORNERS ,T L6X4X3/e(LLH) BEYOND RE. CIVIL Ill z Sheet Title: Yz''X3"XS" PLATE � � 6 4@1z STRUCTURAL ° #4 BAR�7 o #4 BAR CONT. � �-------- L6X4X3/(LLH) I �- �--J CITY APPROVED PLANS SECTIONS & DETAILS CUT OPENING INTO NOTES: CMU WALL-DO NOT 1. PROVIDE CLIP ANGLES EACH SIDE OF HSS POST ABOVE OPENING. #4 BAR AT o --V J_aeviP7emitco4-0560 r nce OVERCUT C6RNER` 2. PROVIDE CLIP ANGLE TO (1) SIDE OF HSS AT OPENINGS AS SHOWN. 24" O.C. Permit 240560 NOTES: 3. TERMINATE HSS COLUMN 3" BELOW EXISTING ROOF JOIST. CONC. FTG. �- PLANS MUST BE KEP70N JOB 1. USE SIMPSON SET XP EPDXY ADHESIVE-PROVIDE SCREEN TUBE 4. USE SIMPSON SET XP ADHESIVE-PROVIDE SCREEN TUBE WHERE W/(3) #5 BAR 2'-6" SITEFOR ALL INSPECTIONS WHERE ANCHOR LOCATED AT HOLLOW CELL. FOLLOW ALL ANCHOR LOCATED AT HOLLOW CELL. BOTTOM io -----emeo-oaios/zozs Sheet#: MANUFACTURER INSTALL CRITERIA. �' SECTION AT NEW OPENING /^/ STEEL CHANNEL AT HSS POST ELEVATION 3SECTION AT SLAB EDGE SECTION AT TRASH ENCLOSURE SECTION Fa9e19of40 S3.1 11 RE4 S1.1 1- 0 1 ` RE4 S1.1'- 0 1 RE. 51,1 0 1 4 RE4 S1.11- ° 15RE4 S2.1 - © MAT TE.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1STeJNCHECK SUBy1I7y4Lof 47022724 Ya" SHEATHING r_ __71__ll • C � 11 II 362T125-43 \ \ \\ \ 3625162-43 AT 16" O.C. \\\ W/(2) #10 SCREWS AT \ III STUD & TO TRACK 71 362S162-43 AT 16" O.C. W/(2) #10 SCREWS AT STUD II II II II MATT E. MAJEED,ARCHITECT Y2" SHEATHING W/#8 O 216.520.1551 F 216.520.1567 SCREWS AT 6" O.C. AT EDGES 7100 E Pleasant Valley Rd.,Suite 320,Cleveland,OH 44131 II II Seal: 11 I I 11 I I 11 I I 3625162-43 CONT. �QNAL� (E) ROOF FRAMING 60OS162-54 AT 16" O.C. BLOCKING Q$5\�ENSBNC�y W/(3) #10 SCREWS EACH END 207 r ------------�-------------- 1G \ AMcONfl F9/ ANGLE AS AHORP SHOWN W/X" \ \ THREADED ROD EPDXIED II CM INTO (E) GROUTED VVV AL #10 CELL WASHER & (3) & METAL DECK - AProject for: #10 SCREWS TO STUD --- G-� & STEEL JOISTS (E) WF BEAM L----------------- (E) FACADE FRAMING / � et• I/ & METAL DECK ---_ Y (E) METAL — - v DECK & & STEEL JOISTS \\ STEEL f 23'-8" \ Q JOISTS 11 I I II ,F--� II J UJJ_L 11 zr_zr_zr_zr_�rLr_zr_zr_zr_�rir_zr_zr_zr_ �L J ANGLE 16 GA. x a" CLIP Q ANGLE AS SHOWN EPDXIED THREADED ROD EPDXIED 1r 4Y2" INTO (E) GROUTED H CMU CELL WASHER & (3) E) WE BEAM #10 SCREWS TO STUD La O 6005162-54 AT 16" O.C. I// W/(3) #10 SCREWS EACH (E) 8" CMU L ___ CONTRACTOR TO FIELD VERIFY END UJ w -, 6"X16GA. RAFTERS AT 16" O.C. ARE WELDED TO BOTTOM OF WF BEAM 6005162-54 STUD AT 16" O.C. Q Cli J 1r W/3" LONG FILLET WELD EACH SIDE. (n NOTIFY ENGINEER OF RECORD IF J ATTACHMENT FOUND TO BE DIFFERENT (E) WF BEAM O LL Ya" SHEATHING � 2Y2"X2Ys"X18GA. X 2Yz' CLIP �J EACH STUD & AT 8'-0" a- MAX. .- -- -- MAX. VERTICALLY W/(2) J ___ JL Yz" SHEATHING PDPAWL SHOTPINS TO CMU \F W/#8 SCREWS AT & (2) #10 SCREWS TO' �f w 00 ~ `(E) 6"X16GA. RAFTER 6 O.C. AT EDGES STUD L AT 16" O. (E) SHEATHING III C. MD IF (E) 6"Xi6GA. RAFTER IS NOT IIIII 60OS162-54 AT 2Y2"X2Y2"X18GA. X 2Y2" CLIP L sooslsz—sa AT 1s" O.C. 1 WELDED TO WE, PROVIDE (N) IIII 16" O.C. W/TOP EACH STUD & AT 8'-0" II TRACK W/(3) #10 SCREWS EACH i/� 3"X3"X16GA. X3" CLIP ANGLE IIIII END MAX. VERTICALLY W/(2) V/I W/ 1Y2" FILLET EACH SIDE TO III Y1' SHEATHING PDPAWL SHOTPINS TO CMU (E) WE & (3) #10 TO RAFTER III O & (2) #10 SCREWS TO II 2X6 STUD AT 16" STUD \/ (IIII O.C. W/TOP PLATE /\ (N) 36251612-43 45° IIIIII f15'-8" W IN BRACE AT 16" OC.. 11 W/(2) #10 SCREWS EACH END IIII 362T125-43 W/Y4S" SIMPSON (N) Yz" SHEATHING (2)5%"0 THREADED TITEN TURBO ANCHOR W/1Y4" STUDS AT 32"O.C. MIN. EMBED. AT 16" O.C. & IT - WELDED TO HSS #10 EACH LEG Client: 6H T12INS 8PDPAWL r 1r Yz" SHEATHING 20 GA. 1Y2 'B'DECK W//##10 SHOT PINS AT 8" O.C. 600T125-43 W/(2) 2X6 W/PDPAWL AT 12" SCREWS W/NEOPRENE W.A'SHERS HSS BEAM RE. PLAN #10 SCREWS EACH 0 C. N 6005162-54 AT 16" O.C. AT 12"O.C. TO SUPPORTS& _ 2X6 STUD AT 16" O AT 24"O.C.AT SIDELAPS RAFTER WOOD INVESTMENTS • O.C. W/TOP PLATE W 3 10 SCREWS AT TOP s" /( ) # SIDES .7 ALL /a SHEATHING W/SCREWS C18X42.7, RE. 9/S3.1 TO (E) RAFTER & L-- _JL_ SIDES W/FULL PEN. AT 8' O.C. TO SUPPORTS COMPANIES, INC. 600T125-43 AT BOTTOM IIIIII WELD Al CORNERS 362S125-Sa W/Y4"O PUDDLE LL==L_____________________________ 14 CORPORATE PLAZA,SUITE 120, EACH - - WELD To 'c' AT 24' O.C. 2x6 w/PDPAWL AT 12" NEWPORT BEACH,CA 92660 (N) 362S1612-43 AT IIIIII END Yjfi Y2" SHEATHING O.C. 16 OC. W/(2) #10 IIIII HSS2X2X-X 60OS162-43 AT 16" O.C. 362S125-54 W/#8 SCREWS SCREWS EACH END III AT 8" O.C. STAGG. HSS5X2XYie AT 2J¢"X2J¢"X18GA. X 2Ys" CLIP IIIII Revisions: 6'-0" O.C. MAX., AT 16' O.C. W/(2) PDPAWL C15X33.9, RE. 2/53.1 RE. ARCH. SHOTPINS TO HSS & (2) CITY RESUBMITTAL 05.06.2024 IIIIII #10 SCREWS TO RAFTER 362S1 C 24 W/ PUDDLE TO L WELD TO 'C' AT 24 O.C. 60OT125-43 IIIIII 362S125-54 W/#8 SCREWS "IIII AT 8" O.C. STAGG. III HSS6X6XY4 RE. 5/S3.4 FOR END BONNE FOR IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIII No. Description Date IIIII Project No.: 23.043.10/30 IIIIII IIIII Drawn By: NH IIIIII Reviewed By: NH IIII Scale: AS NOTED IIIIII IIII Date: CUT NEW OPENING INTO CUT NEW OPENING INTO Filename: (E) SLAB ON GRADE CMU, DO NOT OVERCUT CMU, DO NOT OVERCUT -----CORNERS III CORNERS Shee[Title: ____ ____________ T f--J/----------- ---- � - I --- STRUCTURAL _ SECTIONS —� ----------- —� --------- �— �� IJ �� -J Y/ "CRe�viewed ror Code CmPLANS /I r--'-'-J--, r--L-J--r r--L-J -r vermit saoseo NJOB 3 T TI E FOR ALL INSPECTIONS oho 4 Sheet#: J L J Pe9e ZO of 40 1 SECTION AT (E) ARCH INFILL n SECTION AT NEW OPENING Z SECTION AT NEW OPENING S3.2 3/4" - V- 0" L 3/4" = 1'- 0" J 3/4" - 1'- 0" RE, 51.1 RE. 51.1 RE. 51.1 © MATT E.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1 ST PPIN CHECK SUBy1gl- 47022724 #4 DOWEL 28" LONG EPDXIED 02" INTO CMU \ \\�AT 24' O.C_MAX, _ \ \ \\ HSS4X4X�s COL �\ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \ \ \ \ \ \ y STUD AT 16" O.C. \ \ \ \ \ \ 'J 600T125-54 TRACK STEEL POST, RE. ARCH (E) MASONRY \\\\\\ W/#10 SCREW AT 12" WALL \ \ \ \\ \ \ 1 O.C. TO EACH 'C' 362S162-43 W/(2) #10 PROVIDE STEEL INSERT 3A6 �\ \\\ \ \ \\ DBL 12005200-97 SLEEVE OF WELDABLE \ \ \ \ \ \ \ SCREWS EACH STUD STEEL 8" INTO CONCRETE 4' (2) #3 BARS CONT. \ \ \ \ HEADER 5„ r' (E) CMU WALL�\ \ \ \\\ \ \�\ MATT E. MAJEED,ARCHITECT /e SHEATHING 10" 4" CONC. SLAB ((E) GOING SLAB \ \ \ \ \ \ \ 60OT125-54 W 10 - 6005162-54 PIECE Y" W 3 BARS AT #3 BAR ON GRADE \ \ \ /# Y 2 /f/ -_--GRAD-- (N) 8" CMU \ \ \ \ \ \ \ \\ EACHSCREWLEG TO 'D.C. 7700 E.Pleasant Rd.,Suite 320,CI.FAD Cleveland, G 4413 0o eveland,OH 44131 AT 16" O.C. W 2 1 O.C. EACH WAY \\ \ \ \ \ \ \ \ /( ) I SOLID GROUTED #10 SCREWS EACH \ \ \ \ \ \ SECTION STUD o Ya °❑° ill •I j X o X \\\\ \\\\\\\\\\\\\ \V STUD AT 16" O.C. 3625162-43 AT 16"-"- 362S162-43 -I --J \\\\ \ \ \ \\\ Seal: O.C. W/362T125-43AT 16" C.C. • // ° #4 DOWEL AT 24" O.C. /� \ \ \ \ TRACK TOP & //II BOTTOM 362S162-43 BLOCK 13/fi' DIA. HOLES 3" 8•• 24" 8.. \�\\\ \\\\\\\\\\y7 Yz'• SHEATHING AT BRACE-CUT (4) PLACES \ \ \ \ \\ \ \ \ \ 8" THICK GONG. FLANGES & BEND WEB i•_q• STEM WALL BELOW SLAB EACH END W/(2) #10 �" BASE PLATE \ \ \ \ \ 5 N o LEVEL W/#4 HORIZ. \ \ SCREWS TO RAFTER BARS AT 2" O.C. MAX. \ \ \ \ \ \ \ \ \ 'y #5 DOWELS AT 24" O.C. C\\ \\\\\ \\\\\ \\ y 44' q 9 1Y" NON-SHRINK GROUT \ \ \ \ \y CUT FLANGES DEL 'C' 20 \ \ ^ #q5 DOWEL EACH SIDE \ \ \ \ Y o OF COL. (E) FDN. Q \ \ \ \ \ BOX HEADER, HEADER & SCREW WEB EACH END 17 8" //,I� \\ \ \ \ \ \y SEE SECTION TO STUDS W/(4) #10 cOPtOP r--' -�-- #4 DOWEL AT 24" O.C. \ \ \ \ ABOVE SCREWS EACH STUD \ v v v v v v 1gMNA (4) 3/ 0 X V-0" A.B. EACH SIDE OF OPENING OF i16W SQ.(PIERORNERS -EXTEND 4" ABOVE EPDXIED NOT4CUTN(� VERT. h \ \\ \ \ \ \ 1I FTG. W/DBL NUTS L WALL REINFORCEMENT \\\\ \\\\\\\\\\ FOR LEVELING 3•• � � 362S162-43 W/(2) #5 BARS AT 12" O.C. STUDULL NOTEEIGHT BELOW AProject for: EACH WAY (2) #5 CONT. BOTTOM #4 VERT. BAR EPDXIED (SEE ) EACH STUD 1'-1QY4" 1'-4" �• 4Y" INTO GONG. AT 24" O.C. MAX. EX�.IlNlN� 2 SECTION AT REAR WALL/RAMP Z CMU OPENING INFILL TYPICAL BOX HEADER DETAIL �R 3/4" - 1'- 0 J 3/4" = i._ 0' 3/4" = 1.- 0" v RE. S1.1 RE. S1.1 4 V ABOVE SO' L2YzX2YX3/s _J w I Y2"X5Y"X5Y" PLATE RE. ARCH FOR STAIR RISER #5 HORIZ. BAR X 6' LONG BELOW & LENGTH DIMENSIONS 1 1 1 Q W CONC. SLAB W/#3 BARS AT 16" 0. EACH WAY #5 HORIZ. BAR AT O Q CONC. STAIRS & n 5 VE T. BAR AT HSS10X2XY6 O Ll_I 00 SLAB Ya" BENT PLATE TOP & #3 BAR AT i6" BOTTOM-NOTCH WEB AT ¢i" GRAD GRAD--- GRAD- L~ Q O.C. EACH WAY SIDE OF OPENING # 16" O.C., U.N.O. HSS10X2XN6 LLB - 4 BAR A�2 TYP.�s l 7�8• I X26X2 LONG, 3As # 5 1 8" CMU GROUTED 24 ` Cn TYPICAL �. SOLID #5 DOWEL AT 16" O.C. PLAN VIEW wTHR J EXTERIOR _ EPDXIED 4Y, lI TOD CMU- p4 BAR 24" L_J ILL L1 Q FLATWORK = a HOLD DOWN J6' & WELD f6" 0.C. AT CONT. HSS1 OX2XYa 0 z _ T ALL AROUND 0 BENT 8 —III PLATE, TYP. ip"I #4 DOWEL AT 16" D.C. Ya" BENT PLATE EACH SIDE #5 HORIZ. BAR 6" GONG. SLAB W/p w 00 WAYS TYP.3As I 5 1 (E) CMU WALL MD 0 78" & FOUNDATION�� CONT. HSS10X2XYa, �rvf11�ii�^^JJ #4 BAR #5 DOWEL EPDXIED LON2G2YX3As X 6" RE. PLAN N #4 BAR CONT. --------GRAD--GRAD GRAD-- 4Yz" INTO (E) FTG. Y"X5Y"X5Y" PLATE ii AT 16' O.C. GONG. FTG. W/(2) #5 BARS O CUT NEW OPENING INTO - HSS4X4X9/1s COL. CORN CMU-DO NOSb T OVERCUT I I I /\' Y2" SHEATHING ? 2 ADO 1-3 �J W/#8 SCREWS AT 6' O.C. AT EDGES C TYPICAL CONCRETE STAIRS OPENING AT TRASH COMPACTOR SECTION AT TRASH ENCLOSURE Q HSS BEAMS AT COLUMN 60OS162-54 AT 6J 7 3/4" - V- 0" 8 16" O.C. W/TOP RE. 51.1 TRACK PROVIDE 20GA. CLOSRE Client: PIECE AS NEEDED AT DECK EDGE-SCREW TO W EALMASONRY 3/s 20 GA. 1Y" 'B' DECK DECK 1Y2^ STEEL POST, RE. ARCH L2Y2X2Y2016 W/#10 SCREWS W/NEOPRENE 1Y2 L �6 I X 6° LONG Hss,oX2xya WASHERS AT 12" O.C. TO F.V. WOOD INVESTMENTS 4" (2) #3 BARS CONT. SUPPORTS & AT 24" O.C. PROVIDE STEEL INSERT GRAD-- --GRAD---- SLEEVE OF WELDABLE 4" CONC. SLAB (E) GONC. SLAB AT SIDELAPS COMPANIES, INC. STEEL 8' INTO CONCRETE #3 BAR W,#3 BARS AT - ON GRADE - 1 O.C. EACH WAY � Hss1 oxzxYa 14 CORPORATE PLAZA,SUITE 120, HSS10X2XY6 L2YX2Y20A NEWPORT BEACH,CA 92660 STEEL POST, RE. ARCH 3As •I X X 3js X 6' LONG - HS510X2XYa (2)Wo THREADED 4 (2) #3 BARS CONT. �I PROVIDE STEEL INSERT #4 DOWEL AT 24" O.C. ---� STUDS AT 32"O.C. SLEEVE OF WELDABLE WELDED TO HSS STEEL 8" INTO CONCRETE 4" CONC. SLAB HSS1oX2X1s L2YX2YX-s W//A0 BARS AT 2q" � ii ii Revisions: 20 GA. 1Jy B'DECK W/g10 60OT125-54 W/PDPAWL 8" THICK CONC. 16' O.C. EACH WAY 8� 8" V PLAN�VIEW 3/is X 6" LONG SECTION SCREIN,S W/NEOPRENE t4A'SHERS SHOT PINS AT 8" O.C. STEMWA�BELOW SLAB 8" THICK GONG. �/ CITY RE$UBMITTAL 05.06.2024 AT 12 O.C. TO SUPPORTS& LEVEL W 4 HORIZ. STEM WAL BELOW SLAB AT 24 O.C. AT SIDELAPS BARS A 2" O.C. MAX. III III x 3/a SHEATHING W/SCREWS LEVEL W ##4 HORIZ. BARS A '12" O.C. MAX. PLAN VIEW C12X20.7 ALL AT 8' O.C. TO SUPPORTS FINISH GRADE #4 DOWEL AT 24' O.C. I FS 20 GA. 1Y" 'B' DECK SIDES W/FULL PEN. WELD A CORNERS --- W/#10 SCREWS W/NEOPRENE 24" WASHERS AT 12"AT O.C. TO 8'� #5 DOWELS AT 24' O.C. Ya:12 SLOPE CONT. HSS10X2XYa SUPPORTS & AT 24" O.C. EACH o (E) FDN. W/Ya" END PLATE AT SIDELAPS END 3/s r-- -�-- STEEL DECK TO BE 6005162-43 AT 16' O.C. FLUSH W/FACE OF H 552X2X3As CONT. HSS10X2X3As Y2" SHEATHING I I i HSS #5 DOWELS AT 24" O.C. - i L2YX2YX3/s X 6" HSS5X2MJA AT 3 LONG 6'-0" O.C. MAX., 6005162-43 W/PDPAWL L J A6 RE. ARCH. SHOT PINS AT 12" O.C. (2) #5 CONT. BOTTOM (2) #5 CONT. BOTTOM HSS12X6XYa. RE. 15/S3.3 & 7/S3.4 FOR 1'-4" 1'-4" C PLAN VIEW B SECTION HSSIOX2XYa END CONNECTIONS 1 SECTION AT NEW OPENING SECTION AT RAMP 0 HSS BEAMS AT COLUMN HSS BEAMS AT COLUMN RE. S1.1 9 RE. S1.1 HSS12X6XYa 3As L2Y2X2Y2X3A6 X 6" LONG HSS6X6X%COL. Y' SHEATHING 20 GA. 1Y" 'B' DECK W/#10 HSS6X6X%, AROUND PIER H5518X6X3/6 I I I I 6005162-54 AT 16" O.C. 3is RE. S1.1, SEE 4 SCREWS W/NEOPRENE WASHERS & 5/53.1 FOR AT 12" O.C. TO SUPPORTS & CONNECTIONS 1'-2" PLATEX6" 3/a''6 X 6" HEADED STUDS 600T125-43 TRACK PLATE --- AT 24" O.C. AT SIDELAPS TO CMU & FDN. / Q22" 1Y2" (3) 3) FACES PINSD ATW8' O.CCT Ya" END PLATE SIDES �6 (3) No. Description Date Ya:12 SLOPE SIDES Project No.: 23.043.10/30 - L HSS18X6X�¢L3X3XYa X 3 LONG CHANNEL, 2' //4 BARS AT CHOC. MAX. EACH---------GRAD--GRADCLIP ANGLE W/Y2'G PLAN WAY o o - PLAN VIEW HSS BEAM, RE. PLAN, Drawn By: NH EPDXY BOLT W/4Yi' EXTERIOR FLATWORK, _ 1 EXTEND TO OUTSIDE EMBED. AT 24' O.C. BY OTHERS o 0 0 _ FACE OF PIER RETURN Reviewed By: NH / (N) L4X4XYa W/ %"� o GRAD--- ism HOLES 2" I N VIEW WALL STUDS scale: AS NOTED SEE NOTES BELOW PLAN CON PIER W L6X4X3/s(LLH) BEYOND W/ARCH & AT 116 D C.RS 1Y"BASE ON-SHRINK GROUT GRAD J THREADED RODS AT 16' -- I O O.C. EPDXIED 4Yz" INTO i Date: (E) CMU DOWELS AT CO NERS it Filename: I Yo Sheet Title: Y (E) MASONRY AT ROLL-UP DOOR ONLY PROVIDE 3" COVER RE. S1.1 �� HSS12X6XYa HARDWAREL OVER BEYOND r Yi'X3"X8" PLATE T.O.FTG --GRAD--GRAD STRUCTURAL Y" CAP PLATE GONG. FTG. W/#s aTv SECTIONS & DETAILS NOTES: AT 12" O.C. EACH 1. PROVIDE CLIP ANGLES EACH SIDE OF HSS POST ABOVE OPENING. WAY TOP & Rem}ROMY,,We Wnce ya 2. PROVIDE CLIP ANGLE TO 1 SIDE OF HSS AT OPENINGS AS SHOWN. BOTTOM permit:24-0560 NOTE: O 2'—io" (x s'_2„) 1. USE SIMPSON SET XP EPDXY ADHESIVE-PROVIDE SCREEN TUBE 3. TERMINATE HSS COLUMN 3" BELOW EXISTING ROOF JOIST. 5'-0" (X 7'-0' PLANSilgy�R@ �tT)nLN WHERE ANCHOR LOCATED AT HOLLOW CELL. FOLLOW ALL 4. USE SIMPSON SET XP ADHESIVE-PROVIDE SCREEN TUBE WHERE ) SITE FOR ALLIN PECTIONS MANUFACTURER INSTALL CRITERIA. ANCHOR LOCATED AT HOLLOW CELL MAN DOOR.CHANNEL OVER ROLL—UP p ABOVE o.tea:o�o�zoza ® Sheet#: 1 '�/\/ CANOPY DECK AT (E) CMU STEEL CHANNELATHSS POST ELEVATION STEEL COLUMN AT FOUNDATION C\J H P eZ1 STEEL COLUMN S3.3 ( RE4 S1.1 1 0 1 3 RE. S1.1 1- p 1 ■4 RE4 S1.1 1- p r/ RE. S1.1 i.- 0" © MARE.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1 ST PPageUByll6Lof 47022724 • HSS10XAT W/Ya" 3'is END PLAT L2YsX2Y2X3Fis X 6" LONG 4" Y2"X6"X1O" PLATE)2 j _ DG W/(2) "O X 4Y2 . ' F,D E OFCMU MATT E. MAJEED,ARCHITECT THREADED RODS WELDED TO BACK & O 216.520.1551 F 216.520.1567 60OS162-54 AT 16" O.C. s,'s" SHEATHING W/#10 EPDXIED INTO CMU 7100 E Pleasant Valley Rd.,Suite 320,Cleveland,OH 44131 362S162-43 AT EACH SCREWS AT 8" O.C. T STUD W/(2) #10 SECTION r/ \ Y2"X7"X10" PLATE SCREWS TO STUD I A Seal: 2"X2"X18 GA. ANGLE (A W/(2)Yz"0 X 4Yz" 2"X2"X18 GA. W/#10 SCREWS EACH LEG 3/s THREADED RODS ANGLE W/#10 EACH MEMBER \ WELDED TO BACK & SCREWS EACH LEG ----------- EPDXIED INTO CMU EACH MEMBER 6COT125-54 W/#10 HSS10X2XY4 ANAL SCREW EACH LEG EACH ENS STUD W/s/a 0 EPDXY / QF.5X080 C�'y BOLT W/02' EMBED. AT f / qQ 32" O.C. W/WASHERS (- HSS6X6XYa 4 2V 1 nnq 1_2Y2X2Y20s X 6" / ^ LONG EDGE OF(N) �p 1' OPENING IN CMUL d._ CoFtpP ------- Y2"X10"X10" PLATE�— GROUT VERTICALLY T�99'�`Ay NAB 5 Lo ROOF LEVEL ------�Tr--- W/(4) Y2"0 X 4Yz' MIN. 8' FROM EDGE I THREADED RODS Lr �------------ EPOWELIX ED INOTOACK CMU& 362 51 6 2-43 AT (E) METAL ---------- --I(E) —_—_ EACH STUD W/(2) 362T125-43 AT ROOF DECK 03 rotes[ r: SECTION LEVEL W/�s'� SIMPSON //10 SCREWS TO STUD JOISTS his TITEN TURBO ANCHOR , , W/1Y4" MIN. EMBED. AT METAL 8" O.C. & #10 EACH p i DECK & LEG �L HSS AT (E) CMU G HSS AT (E) CMU et� SIDE Oa XF HSS S POST EACH I I STEEL J JOISTS 4 3/4" = 1'- 0" 3/4" = 1'- 0" v SIDE O Q W/�"0 THREADED I RE. 51.1 RE. 51.1 ROD EPDXIED 4Y2"J-L J J INTO (E) CMU W W O Q E; LU M O LU CO (E) WIDE FLANGE LLI (E) 8" CMU BEAM w Yz"X13"X10" PLATE I— J C18X42.7 3�6 THREADED RODS LLJ Q (E) 4'-6" SQ. X 1'-O" (E) 8" CMU WELDED TO BACK & O ILL EPDXIED INTO CMU FOUNDATION L6X4X3/s D_ z -- _ i ---------------- L �- � Ln � �- w(3) SIDES YZ m 7 00 J L_ %e e HSS12x6XX lb L T 2Y2"X2Y2"X18GA. X 2Y2" CLIP (E) 8" CMU V. = "a 1 �l J EACH STUD & AT 8'(2) (2) SIDES PLATE L MAX. VERTICALLY W O _ _ _ _ _ _ PO SIDES OF HSS 1 f15-8 PDPAWL SHOTPINS TO CMU POST & (2) #10 SCREWS TO \ v J O STUD } 1 3625162-43 AT EACH - o� a - - NOTE. PROVIDE SCREEN TUBES AT HOLLOW CMU CELLS. STUD W/(2) #1D _ LLw scREws To sruD W CV I —� > r— � � � I I I 362T125-43 W/3/6 " SIMPSON TITEN TURBO ANCHOR W/1Y4" HSS AT (E) CMU MIN. EMBED. AT 8" O.C. & 3/4" = 1'- #10 EACH LEG L J Y2" SHEATHING Client: PLAN VIEW 6005162-54 AT S SHEATHING W C.C.L6X6X3/8 EACH SIDE SCREWS IN 8" C. W/�"0 THREADED ROD TO FRAMING 16' O.C. W/TOP EPDXIED 4Y2" INTO (E) TRACK Hss6X6X4 GOL. �s GMU AT 24" O.C. 3625162-43 WOOD INVESTMENTS TO REMAIN 362T125-43 = Y2" SHEATHING COMPANIES, INC. u NOTE: CONTRACTOR TO FIELD e VERIFY(E) HSS6X6XY4 EXTENDS FINISH FLOR OF 60OS162-54 STUD AT 14 CORPORATE PLAZA,SUITE 120, (E) CMU CUT FOR H INTO SPACE 3" PAST INTERIOR 362S162-43 AT ¢ DEMOED MEZZANINE 3 ts" O.C. NEWPORT BEACH,CA 92660 NEW OPENING FACE OF (E) CMU WALL. , HSS4YzX4Y2X3/�s POST 16" O.C. W/(2) //10 (N)Y2"X3"Xi'-2" IMMEDIATELY NOTIFY ENGINEER L3X3XY4 X4" LONG CLIP SCREWS AT STUD PLATE P T of RECORD IF DIFFERENT. ANGLE GYBOARD SHEATHING, V RE. ARCH. MC18X42.7 CHANNEL, RE PLAN / / V/ �s _ ReviCITY RESUBMITTAL 05.06.2024 2X4 STUD AT 24" ii ii (N) � /( ) O.C. W/TOP PLATE (3) N X5"X5" PLATE W 2 1 2" YzELDED" THREADED RODS WELDED TO BOTTOM- DRILL SIDES '/,s (3) & EPDXY W/SIMPSON SET SIDES HSS6X6Xsfis POST XP ADHESIVE io Y2" SHEATHING -TERMINATE 8" BELOW " ;I I I i (E) CONC. SLAB & VERIFY W ARCH ROOF DECK ------ s FOUNDATION AT 16" O.C. BRACE _ _ AT 16" O.C. W/(3) L6X4X%(LLH)VI (N) L6X6X%W/%"0 EPDXY r #10 AT EACH STUD -EXTEND TO E BOLTS W/022" EMBED. AT ————— (N) OPENING INill II 1Y2.. 16' O.C. (SEE 10/S3.1 FOR r CONNECTION AT OPP. END) —�11 (N)Y2"X2"X4" PLATE (N) HsssxaxY4 PosT _L_J PL 22"X5"X8Yz� TOP 11 PLATE 16GA. TRACK W/10 L J SCREWS AT 8 o.C. (El 1Yz" 'B' 16GA. X 8" PLATE W �, DECK SECTION /# /w- PANHEAD SCREWS At$ill Ya X24 X4 PLATE �/'� O.C. TO HIGH FLUTES ii ill AT 24" O.C. V 3/4" = 1'- 0" FRONT& BACK RE PLAN III (N) Y2"X5"X8Y2" PLATE ill II I�i I�i TO W/3/P CH FILLET W/(2)Y2"X4Y2" ill II TO JOIST TOP CHORD & THREADED RODS ill CUT N) OPENING WALL LEDGER-PROVIDE WELDED TO BOTTOM & IN (E� CMU WALL- # 4 BAR EPDXIED 4Yz" FINISH FLOOR PDXIED INTO (E) CMUI DO NOT OVERCUT 10 SCREW AT 12 O.C. CORNERS TO DECK LOW FLUTE 16" O.C) CMU AT p SECTION AT OVERBUILD o 3/4" = 1'- 0" RE. S2.1 No. Description Date 60OT125-43 TRACK project No.: 23.043.10/30 W/ SHERS W/ 0 A.B. AT 24', WA O.C. Drawn By: NH �--� 3/a� SHEATHING W/#8 SCREWS 2X4 P.T. W PDPAWL AT AT 8" O.C. AT EDGES & 0'-6" / --� SUPPORTS Reviewed By: NH A.F. ———12" O.C. �-� 3/a" CHAMFER 3X 218Gp LIP ANGLE 6005162-54 AT 16" O.C. Scale: AS NOTED ---- ---- PH )TO EA WANGLE &(2) Date: _ 3As �� 10 SCREW TO RAFTER E METAL ROOF DECK ---------- — -- — — — — — — — Y2NX2Y2 X THREADED RODS # r( ) i � 1L Filename: q4 BAR TOP & — ——J WELDED TO BOTTOM & Sheet Title: BOTTOM —————EPDXIED INTO (E) SLAB #4 BAR AT 18" O.C. _—L—J-- - ________ J� (E) ANGLE AT ALL EDGES STRUCTURAL OF(E) ROOF OPENING- 4 BAR EPDXIED 4Y2" L�— C API OVEDPLA VERIFY SECTIONS & DETAILS INTO (E) CONC. AT 16 -- --- Reviews rBRAbiu7fuanl3 W PDPAWL SHOT FOUNDATION O.C. 8„ PermitpaOeSSAT 12" CC. STAGGERED FIELD VERIFY NOTES: PLANS MUSTPI t{�T��B #10 SCREW 1. USE SIMPSON SET XP EPDXY ADHESIVE-PROVIDE SCREEN TUBE SITE FOR ALFERkb*&Kfk)hbC RAFTER WHERE ANCHOR LOCATED AT HOLLOW CELL. FOLLOW ALL L J MANUFACTURER INSTALL CRITERIA. o.1 Sheet E ROOF D NFILL 1 SECTION SECTION SECTION 9 ( ) s3.4 3/4" = r- 0" 3/4" = r— o" 3/4" = 1'— 0' `! RE = .1 o" RE. 52.1 RE. 52.1 2RE. PLAN %3RE. 51.1 © MATTE.MAJEED,ARCHITECT 2024 ALL RIGHTS RESERVED 2ND PLAN CHECK SUBMITTAL 05.06.24 1STe jNCHECK SUBy 7LOf 47D22724