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Home My WebLink About19-1087 thru 19-1094 2274 4th Ave E Job Site Storage Facility Plans 4/24/2019 W454-BXUV.W454-UL Product Spec See General Information for Fire-resistance Ratings-ANSI/UL 263 Assembly Usage Disclaimer A 1 2 3 4 5 CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY g I� CONFIGURATION B 5 5 7 7 4 4 3 3 SECTION A-A SECTION B-B productspec.ul.com/document.php?id=BXUV.W454 1/2 4/24/2019 W454-BXUV.W454-UL Product Spec JOB SITE PLANS Plans must be on Job Site for all inspections productspec.ul.com/document.php?id=BXUV.W454 2/2 • WELL STRUCTURAL DESIGN STUDIO STRUCTURAL CALCULATIONS i'Tarch 08, 2019 EASTLAND STORAGE SOLUTIONS 240 Eastland Drive, Twin Falls, Idaho Lateral Design Calculations Structural Engineer: Craig Maxwell P.E. 14254 Maxwell Structural Design Studio 105 Lewis Street, Suite 205 Ketchum, Idaho. 83340 �`r E N SF 14254 N o F �G MAX JOB SITE PLANS CCPllans(n rmust be on Job CRAIG( "W19- S OM 8(110- P BOX 19 UNtlkgJ1Y;ID Ctlons 19- 1087 thrufi!f Project Name: /L--1 �� WELL Drawn By: G' STRUCTURAL DESIGN STUDIO www.maxwellsda.com Description: 2 Date: — • _/ Sheet Number: I etevvk TooN SOIL f�CA tLi�v(a L 50D�� se►� �iTE ct_'e�s� D ��YosulL� b ,70 r)7- 75 JOB SITE PLANS Plans must be on Job Site for all inspections I P.O. Box 1911, Sun Valley, Idaho 83353 • craig@maxwellsds.com • 208.721.2171 Project Name: WELLELL Drawn By: L STRUC.TVRAL DESIGN STUDIO www.maxwellsds.com Description: Date: 2 l Sheet Number: z ��1�r16� f✓�SIG�i✓ l�fl`T�Gi D le-y � � � Ll�,lfi� flE K/0017 sff F �✓AGLS -� �. 5 14/= ArL 2X 6 wAt'l JOB SITE PLANS Plans must be on Job Site for all inspection 17-1 P.O. Box 1911, Sun Valley, Idaho 833S3 0 craig@maxwellsds.com • 208.721.2171 o US�f'tF L astiand Storage - Office titude, Longitude: 42.55, -114.44 L Cable One Q 0 0 M American Bowladro Construction Supply Tint Sho{ © First Federal Q Idaho State Liquor Store Adventure Motorsports 9 9 3oogle Map data 02019 Gooc to 2/28/2019,10:10:08 AM sign Code Reference Document ASCE7-10 sk Category II :e Class D-Stiff Soil pe Value Description 0.211 MCER ground motion.(for 0.2 second period) S s 0.081 MCER ground motion.(for 1.0s period) 5/ AS 0.337 Site-modified spectral acceleration value ';IA15 Al 0.194 Site-modified spectral acceleration value )S 0.225 Numeric seismic design value at 0.2 second SA 5 DS �t 0.129 Numeric seismic design value at 1.0 second SA �VI pe Value Description )C B Seismic design category 1.6 Site amplification factor at 0.2 second % 2.4 Site amplification factor at 1.0 second 3A 0.08 MCER peak ground acceleration 'GA 1.6 Site amplification factor at PGA 3AM 0.128 Site modified peak ground acceleration 6 Long-period transition period in seconds ;RT 0.211 Probabilistic risk-targeted ground motion.(0.2 second) ;UH 0.216 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration ;D 1.5 Factored deterministic acceleration value.(0.2 second) 1� IRT 0.081 Probabilistic risk-targeted ground motion.(1.0 second) I UH 0.08 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. D 0.6 Factored deterministic acceleration value.(1.0 second) 3Ad 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) ZS 0.973 Mapped value of the risk coefficient at short periods 21 1.006 Mapped value of the risk coefficient at a period of 1 s MCER Response Spectrum 02 0.1 0.0 0 2 4 6 Period, T(sec) — Sa(g) Design Response Spectrum 0.3 0.2 m to 0.1 0.0 0 2 4 6 Period, T(sec) Sa(g) DISCLAIMER While the information presented on this website is believed to be correct,S.E.A.O.C./OSHPD and its sponsors and contributors assume no responsibility or liability for its accura ..................... material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitabilil applicability by engineers or other licensed professionals.SEAOC/OSHPD do not intend that the use of this information replace the sound judgment of such competent "essionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the resL ie seismic data provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply roval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search ilts of this webstie. JOB SITE PLANS Plans must be on Job Site for all inspections Project Name: G�'-A STUN WELL Drawn By: ,;Ii UCTURAL DESIGN STUDIO www.maxwellsds.com Description: L Date: �/— / / Sheet Number: U 1'n� �Gme� 51i�,�,1'►�q'�S ; S9731-* : VS 03,6 ��(Zy-)(25 + ,35(Zo)) � ;70'(5-)( �5�jf�= w''vp • �w = z o # w � , • � D 350 �`� � 14" z Cyr vD�b C.i (7 IO.L• _.y UAL - 3 PGf U T-- 76 D V5 V a, = Zl 00 El I �"� Z 6 'g /_1 01 5 JOB SITE PLANS Plans must be on Jfb57 Site for all inspectio P.O. Box 1911, Sun Valley, Idaho 83353 • craig@maxwellsds.com • 208.721,2171 Project Nance; 7Z,4-M> WELLDrawn By:STRUCTURAL DESIGN STUDIO %V W W.Maxw611SdS.com Description: Date: J Sheet Number:_ z' LO 1weK I,t--VEL 67F-/I� v V zof,-�,r(t5l 94) 4— 7-/00 5 0 7-Vo L = ;;�o 7h/J :54mPS r9N vwt�wI lexIO �- y. Z = ` Y '50� l� l jell w- , 6, ( :5(,o F1.FJ = -5>r, 7 > 6> F J SITE PLANS Plans must be on Job Site for all inspection !ii P.O. Box 1911, Sun Valley, Idaho 83353 • craig@maxwellsds,com • 208.721.2171 OF TMNvMLIS �INYFAUfj City of Twin Falls �0 �� General Inspection Notes �0 0 SE'RV►NG SE RVtNG �/ 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 to getting your * Fire alarm system must be wired to call out from a land line, or with a cell dialer. (Voice over IP is not Certificate of Occupancy. allowed). Shear Inspection: * 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. Make sure to have the approved set of plans and inspection card on site for all inspections. testing. * Fasteners should not be overdriven and shiners should be removed and/or replaced. * Install the correct type of fastener at the correct spacing. If you have Special Inspections: Once the required special inspections have been completed a final Fire Sprinkler Inspection: report needs to be submitted to the building department certifying corrections of any discrepancies * Fire sprinkler plans must be approved by the State Fire Marshal's office prior to installation and Framing Inspection: noted in the special inspection reports.This final report can be submitted any time before requesting inspection. Underground fire sprinkler line must be inspected by the Twin Falls Fire Department prior * Accessibility standards are in compliance. (ICC A117.1-2009) occupancy. to be covered. * Required load paths to footing for all load points are installed. * 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 Marshall -208-735-7232 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. 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 V J 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. 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. • Site Inspections: * Verify that the parking lot layout (design) &striping matches the plans * Verify that the parking lot surface is an approved "hard" surface * Verify that there is ADA compliant access from the Right-of-Way(ROW)to the building envelope 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 Flood Plain Inspections: * Verify flood plain location and compare plans to the site JOB SITE PLANS * Verify the commercial buildings are one foot above base flood elevation Plans must be on Job When ready for inspection please call the Engineering inspection line at (208) 735-3446 for same day Site for all inspections • inspections call before 7:30 am. Having these inspections approved when the work has been completed will ensure the Certificate of Occupancy is issued in a timely manner. 2015 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. IDAPA 55&010654ZO7 Sepiradon of Potable Non Potable, and Raw Water Plnelum Wader Notes General Notes 07. Separation of Potable,Non-Poiabla,and Raw Water Pipelines.. The requirements for the 1, ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STANDARDS,THE 2017 1. THE CONTRACTOR SHLLL HAVE A CURRENT SET OF CONSTRUCTION PLANS STAMPED BY THE ENGINEER m protection of potable mains from contamination by non-potable.pipelines are described in Subsections 542.07.a IDAHO.STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE CITY OF TWIN FALLS REVISIONS TO THE 2015 WITH AN APPROVAL STAMP BY THE CITY AND QED AT THE WORKSITE. - through 542.07.0.For the purposes of Subsection 542.07,the term'pipeline'applies to both maim and services.The C� o ISPWC,THE UNIFORM PONSIBING CODE;AND OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN. 2 ALL CONSTRUCTION SHALLR CONFORM TO THE 21717 SPAN,STANDARDS FOR LOCAL, WORKS CONSTRUCTION, Department will use the Memorandum of Understanding The conditions with the Plumbing Bureau .0 guidance in determining the IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORi0 BE AWARE OF THE CONTENTS OF THESE SIDS. relative reaponsibiliVae for reviewing service lines.Thaaonditions of Subsections 542.07.a.and 542.07.b.shall apply THE CITY OF TWIN FALLS REVISIONS TO THE 2015 ISPWC,AND ALL OTHER LOCAL,STATE AND FEDERAL to all potable services constructed or reconstructed after April 15,2007 and where the Department or the QLPE is the 2. ANY CONFLICT WITH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED TO THE ATTENTION OF THE ENGINEER. AGENCIES WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. - reviewing authority.Raw water pipelines must be protected from contamination from non-potable Pipelines,and Civil Construction Plans For jay B must not contaminate potable pipelines.They shall therefore.meet equivalent.separation distances shown below 3. COMPONENTS,MATERIALS AND DISINFECTION CHEMICALS INCORPORATED INTO POTABLE WATER SYSTEM 3.. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PRO from either potable or non-potable pipelines. (4-4-13) INSTALLATIONS,INCLUDING SERVICE LINES,MUST BE COMPLIANT WITH ANSI/NSF STANDARD 60/61. PER17ES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH SITE CONSTRUCTION.THE CONTRACTOR,AND 1' a. Parallel installation requirements. ) 4. ALL FITTINGS,SERVICE LINES,VALVE BOXES AND LIDS,SHALL BE OF MATERIALSAND CONSTRUCTION Eastland BUS1neSS Park •'-I q (5-8-09 EACH SUBCONTRACTOR,SHALL�RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL FROM THE JOB-SITE - APPROVED BY THE CITY OF TWIN FALLS.FLOW-MEASURING DEVICES INTENDED FOR POTABLE USE SHALL ANY TRASH OR EXCESS MATERIAL CREATED BY THE PERFORMANCE OF THEIR WORK.SUCH MATERIAL SHALL i. Potable mains in relation to non-potable mains. (5-8-09) BE NSF CERTIFIED PRIOR 70 INSTALLATION. BE PLACED IN A DUMPSTER OR SIMILAR DEVICE PRODDED BY THE CONTRACTOR OR TRANSPORTED FROM (i) Greater than tan(10)feet separation:no additional requirements: 5. CONTRACTOR S161LL PROVIDE APPURTENANCES TO PERFORM PRESSURE TEST AND DISINFEC7ION AS THE JOB-SITE (4-4-13) - REQUIRED BY STANQARDS. 4. RECORDFD.AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMBS OF THIS PROJECT R IS THE W (2) To(10)feet to.six(6)feet separation:separate trenches,with the bottom of the potable main above 6. CONSTRUCTION.SHALL NOT INTERRUPT SERVICE WITHOUT PRIOR CITY APPROVALS AND PROPER NOTIFiCARON. - CONTRACTOR'S RESPONSIBILITY TO PROTECT OR HAVE REPLACED ANY DISTURBED/DESTROYED MONUMENTS. the top of the non-potable main,and non-potable main constructed with potable water class pipe. (4-4-13) .TEMPORARY SERVICE FEEDS MAY BE REQUIRED AND MUST HAVE PRIOR AGENCY APPROVAL.ANY SHUT-OFF -5. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW OF WATER SERVICE DURING L FACILITIES ATOM OF NEW BETAKE AS WELL E ACCESS AND OTHER CONTRA FEEDS CONSTRUCTION AND EXISTING SURFACES 70 PROVIDE FOR PROPER DRAINAGE INGRESS AND EGRESS. s m ca (3) Less than six sta feet separation:design engineer a submit data to the Department for review and TO EXISTING ADJACENT FACNTIES SHALL.BE COORDINATED WITH AFFECTED USERS BY THE CONTRACTOR _ c} approval showing that this installation will protect public health and the environment,non-potable main to be TO AVOID THE LEAST POSSIBLE INCONVENIENCE TO ADJACENT FACILITIES.UNDER NO CIRCUMSTANCE 6. THE CONTRACTOR SHALL REMOVE AND SORT ALL ON-SITE EXCAVATED NATIVE MATERIAL AND USE SUITABLE Amite Data W m constructed of potable Water class pipe,and with the bottom of the potable main above the top of the non-potable SHALL EMERGENCY VEHICLE ACCESSBLE INTERRUPTED i0 ANY ADIACENT PARCEL - - V main. - (4-4-13) MATERIAL AS NEEDED WHERE FILL IS REWIRED.FILL SHALL BE PLACED AND COMPACTED BY METHODS 7. ALL UTILITY SERVICE FEEDS SHALL BE VERIFIED FOR CONFORMANCE WITH THE ARCHITECT'S PLANS.THE. APPROVED BY THE CITY OF TWIN.PALLS AND THE DESIGN ENGINEER.ALL STRIPINGS NOT SUITABLE FOR OWNER SUMMIT CREEK CAPITAL PR.IRRIGATION: TO BE DETERMINED(XERISCAPE OR SHARED) oc (4). Non-potable mains are prohibited from being located in the some trench as potable mains. CONTRACTOR SHALL EXTEND ALL UTILITY FEEDS TO WITHIN 5'OF THE BUILDING AT THE ARCHITECTS FILL SHALL BE USED AS DIRECTED BY THE ETGINEEER OR DISCARDED OFF-SITE AT THE CONTRACTOR'S. 491 N.MAIN ST 1200A EXPENSE REMOVAL OF SUITABLE MATERIAL NOT NEEDED ON SITE SHALL BE COORDINATED WITH THE OWNER. KETCHUM,10.83M STORMWA7ER: STORM WATER FOR PROJECT SHALL BE DETAINED z (3-30-07) RE-IN POINTS.. - ON SIZE N a (208)471-4940 - ,o (5) Pressure wastewater mains or other pressurized mains or lines containing non-potable.fluids shall 8. MAINTAIN 36'MIN.COVER OVER ALL MAINS:AND 42°.MIN.COVER OVER ALL SERVICE LINES. - 7. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY.THE CONTACT•TYT.ER DAVIS-JEFFERS SEWER: CITY OF TWIN FALLS:PUBLIC be no closer horizontal than ten 10 feet from able mains. g, AN APPROVED B4CKftOW PREVFNTER SHALL BE INSTALLED ON FIRE LINES. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER - y ( ) pot (4-7-11) ENGINEER: 621 ENGINEERS,INC. WATER CITY UI TWIN FALLS PUBLIC () BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN 621 N.COLLEGE RD.,SUITE 100 SETBACKS ALL BUILDING AND YARD SETBACKS WILL BE IN ii. New potable services in relation to non-potable services,new potable services in relation to ran- f0. ALCDRYWELLS SHALL BE INSTALLED TO MAINTAIN A MIN SEPARATION OF 25'FROM POTABLE MAINS ON THE PLANS THIS INCLUDES ALL SERVICE LATERALS OF ANY KIND. - TWIN FALL$ID 83301 ACCORDANCE WITH THE CURRENT C.O.TE potable mains,and new non-potable services in relation to.potable mains. (5-8-09). a AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LE45T TWO(2)WORKING DAYS PRIOR TO THE (208)-734-4888 ORDINANCES. 11. ALL APPLICABLE MA7ERIALS INCLUSIVE OF RESILIENT SEAT GATE VALVES TO BE LOW LEAD COMPLAINT COMMENCEMENT OF CONSTRUCTION.CALL'DIGLINE'48 HOURS PRIOR TO BEGINNING WORK.COORDINATE - CONTACT:77M VAWSER (1) Greater than six(6)feet separation:no additional requirements based on separation distance. EASEMENTS., AS DOCUMENTED OR RECORDED BY SEPARATE - (-8-09) A MAX.OF 0.25%LEAD BY WEIGH AND MUST BE UTILIZED WHERE APPLICABLE DURING CONSTRUCTION.5 ( � -TIE-MS WITH APPROPRIATE UTILITY COMPANIES. EXISTING USE VAGWi0UTD00RTHEA7ER SITE. DOCUMENT FOR UTILITIES AND ACCESS. 12. CONTRACTOR SHALL INSTALL HYDRANTS AND THRUST BLOCK SYSTEMS IN ACCORDANCE WITH THE (2)) Lees than a&(e feat separation:design engineer u submit with data that this installation will protect AFOREMENTIONED CONSTRUCTION STANDARDS. 9.- THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT ALL EXISTING IMPROVEMENTS FROM PROPOSED USE:. .BUSINESS PARK DEVEI.EOPMENT :UTILITIES: UTILITIES WILL ID LOCATED UNDERGROUND AND public heeRh and the environment and non-potable service constructed with potable water cars pipe: (5-8-09) - DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED EXISTING ZONE: C-1 SHALT.INCLUDE IDIHO POWER,CENTURY INK, 73. POTABLE&NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA RULES AND REGULATIONS TO THE ENGINEER'S S47ISFACT70N AT THE EXPENSEOF THE CONTRACTOR. PROPOSED ZONE NO CHANGE' INTERMOUNTAIN GAS,PUT,AND CABLE TV (3) New potable services are prohibited from being located in the same trench as non-potable maimor AS NOTED WITHIN THESE PLANS.- 10. ALL CHANGES REQUIRE APPROVAL BY THE AND THE CITY ENGINEER:THE ENGINEER non-potable services. (5-8-09) VARIANCE NONE REQUESTED PH. 1 PARKING: 8.RED'D,i PER SPACE PER OFFICE®1150 SF TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING, BENCHMARK: SHOWN 9 PROVIDED, i OF WHICH IS VAN ACCESSIBLE. b. Requirements for potable water mains or services crossing non-potable water mains or services. �v1all - BY THE ENGINEER: - 5 ON STREET INCLUDED IN TOTAL (4-4-13) Warfel' Main l..ielllp - SITE AREA. 8.01 ACRES. 11. IDAHO CODE 39-118 REQUIRES IDAHO.OEPARTMENT OF ENVIRONMENTAL QUALTIY.(IDEQ)APPROVAL PRIOR - LANDSCAPING; PHASE 1&2 LANDSCAPING I. If there is eighteen S18)inches or more vertical separation with the potable water * line above the A Clean and disinfect water-distribution piping as follows; TO CONSTRUCTION.IT IS.THE CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE. REQUIRED;211,667 S.F.x.03=6,350 S.F. non-potable pipeline,then the potable pipeline joints must be as far as possible from the non-potable water pipeline (4-7-11) - 1. Purge new water-distribution piping systems and parts of existing systems that have been altered, PROVIDED: 13,886 S.F.(PH.2 WEST NOT INCL) extended,or repaired before use. 12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILL OUT AND SUBMIT A NOTICE OF INTENT(NOD TO EPA 13 TREES&64 BUSHES(GROUPED)MIN.TO H. Jf there is eighteen(18)inches or more vertical separation with the potable water pipeline below the 2. Use purging and disinfecting procedurs prescribed by authorities having jurisdiction or,I method.is AND HAVE A COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE AT THE JOBSITE PRIOR TO CONST. BE PROVIDED ALONG 47H AVE FRONTAGE. non-potable pipeline,then the potable pipeline joints must be as far as possible from the non-potable Pipeline and the - non-potable pipeline must be supported through the crossing to prevent settling. (4-7-11) not prescribed by authorities having jurisdiction,use procedure described in AWWA C651 or do as 13. CONTRACTOR SHALL INSTALL PIPE BEDDING AND TRENCH SYSTEMS iN CONFORMANCE WITH.THE described in ISPWC or as follows: AFOREMENTIONED DESIGN STANDARDS. ifi. Less than eighteen(18)inches,vertical separation: (5-8-09) a. Fill system or part of system with water/chlorine solution containing at least 50 ppm of - (1) Potable pipeline joint to be as for as possible from the non-potable pipeline;and either. (5-8-09) chlorine;isolate and allow to stand for 24 hours. 13. CONTRACTOR SHAU COORDINATE WITH ARCHITECTS'S PLANS THE NEED FOR CONDUITS FOR LANDSCAPING, b. Ater standing time,flush system with clean,potable water until no chlorine remains in water LIGHTING,AND ALL UTILITIES PRIOR TO SUBGRADE PREPARATION.ALL CONDUITS REQUIRED SHALL BE - (a) Non-ppotable pipeline constructed with ppotable water class pie for a minimum of ten(10)feet coming from system. IN CONFORMANCE WITH REWIRED STANDARDS FROM EACH UTILITY COMPANY Sheet Index hqwt Bench MS1.1C either side of potable pipeline with a single twenty(20)foot section of po able water class pipe centered on the c. Submit water samples in sterile bottles to authorities having jurisdiction.Repeat procedure if crossing;or (5-8-09) biological examination shows evidence of contamination. fir c��_� c�� i�,,�� HYDRANT NUMBER 3823-3099. 'B'BOLT ON (bl Sleeve non-potable or potable pipeline with potable water doss pipe for ten(10)feet either side of d. Two biological samples must be collected from each sample location twenty-four hours apart. Simitity Sew 1xNJC� --_- t a crossing. Be of hydraulic cementitious materials such as concrete,.controlled density fill,and concrete slu and be deemed bacteria absent b a certified kb or to ,table operation.I one of the Cover Sliest C - 1 FIRE HYDRANT-'WEST SIDE OF FASIlAND O encasement is not allowed as a substitute for sleeving. (5-8-0�) y P e 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES SID'S.,THE 2017 IDAHO �t� 1�` DR., 100'SOUTH OF 3.1 AVENUE E. samples is found to be bacteria positive at a location then two consecutive dean samples STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE CITY OF TWIN FALLS REVISIONS TO THE 2015 ISPWC, Overall MB,SreI & Utility Plait C 2 'B'BOLT ELEV.=3763.i6 ((he If Potable pipeline is e below non-potable pipeline,the non-potable pipeline must also be su ported -collected twenty-four hours apart must be obtained from that location before public use. AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE THE RESPONSIBILITY OF Phew One Development Plan C • 3 - r through Ebe crossing to prevent settling. ( 8-09) B. Prepare reports of purging and disinfecting activities. THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STANDARDS. �+ C A O essurized mains or lines containing non- - - - Fourth Avenue .,._.'v. Pressure wastewater maice or other pressurized g potable fluids shall OUl UI a ue 1:iWt C 4 be no Baser vertically than eighteen(18)inches from.potable mains (4-7-11) - - 2.. ALL TESTING AND INSPECTION SFWl.BE IN ACCORDANCE WTIH STANDARDS r��`��1 ,Y Flushing Note:Flushing shall occur from a fire hydrant.and carried in a fire hose that discharges into 3. ALL SEWER MANS AND FITTINGS TO BE CONSTRUCTED OUT OF ASTM 3034-89,STIR 35 PVC PIPE. Cast6nU Drive C - 5 C. Existing potable services in relation to new non-potable rcains,existing non-potable services.in a retention basin. relation to new ipotable mains,and existing potable services in relation to r�ew non-Potable services eholl meet the 4. POTABLE&NON-POTABLE MAINLINE SEPARATIONS SQUALL CONFORM TO IDAPA RULES AND REGULATIONS My� Details C • 6 requirements of Subsection 542.07.b.,where practical,based on cost,construction factors,and public health AS N07ED WITHIN THESE PLANS significance.N the Department serves that there are significant health cancems with these services,such as O 'Q LL Where a significance. existing service servos an apartment building i i shopping center,then the design shall es,conform uc with - Record Survey C 7 v Subsection 542.07.b. (5-8-09) - PIpBBUre Iffisti n LYEJL.Cd[ 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE.WITH TEN STATES STO'S.,THE 2017 ID1HO (5 -STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE CITY OF TWIN FALLS REWSIONS TO THE 2015 ISPWC, AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL HE THE RESPONSIBILTY OF Da NOT SCALE DRAWINGS THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STANDARDS. - Vicinihv Sketch 2. REFER TO LATEST EDITION OF CITY OF TWIN FALLS PRESSURE IRRIGATION SUPPLEMENTAL STITS.TO ISPWC. tY CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT . 3. ALL PRESSURE IRRIGATION MAINS SHALL BE PVC ASTM D 2241(SOR-PR)CLASS 200,SDR 21 OR BETTER. tl,L',S. THE JOB SITE AND NOTIFY THE ENGI EE OF ANY DIM I ERRORSR OMISSIONSENSIONAL OR DIS- 4. POTABLE&NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA RULES AND REGULATIONS CREPANCIES BEFORE BEGINNING 3 AS NOTED WITHIN THESE PLAN$. OR FABRICATING ANY WORK. ATfR LNE I 6 FT. uAB IEINAPTWER , aaas L FE E Ali BL `1iplIl� / ATER LINE ZONE 1 ZONE J ZONE 3 _ _ F. ELOMEIH -BL Y •DISTANCES ME HOMZONTAL 6 tlYl VERTMAL SEPARATION REQUIREMEN75. HORILWAL N •car ZONE is A)WATER AND NPWL MUST BE SEPAR470 BY AT ZONE Is NO SPECIAL REQUIREMENTS LEAST 18 INCHES AND B)ONE FULL,UNCUT ZONE 2:A)NO SPECIAL REQUIREMENTS FOR POTABLE OR LENGTH OF PWL AND NPWL PIPE MUST BE NON-POTABLE SERVICES. CENTERED ON THE CROSSING SO THAT THE B)WATER AND NPWL SEPARATED BY AT 14924 JOINTS ARE AS FAR AS POSSIBLE FROM THE LFAST 6 FEET AT OUTSIDE WARS. PLAN CROSSING � Io L AND C)WATER AT LEAST 18 INCHES HIGHER IN ZONE 2:A)ONE FULL,UNCUT'LENGTH OF BOTH PR AND ELEVATION THAT THE NPWL - BENI.Y RORD NNW.PIPE MUST BE CENTERED ON THE WATER 11GMNESS. BY JasPpin hl-ero YP c L LII o%9 OF CROSSING R THAT THE CROSSING. ARE AS FM AS .ANTI Em1ER D)SIAN CONSTRUCTED 10 WATER TMAN ESTED P0S5181E FROM THE CROSSNG. STANDARDS AND PRESSURE lESilD Thee PI d�h.ed.11 d F EITHER et' - AND THER B)NPWL AWN MUST BE CONSTRUCTED TO FOR WATER ITCHINESS. - - - tract areN wa'. da WATER MAIN STANDARDS AND PRESSURE ^- coAbA b TESTED FOR WATER TIGHTNESS FOR A OR E)SITE SPECIFIC REQUIREMENTS - :a,ens:nar,or the i>re remm HORIZONTAL DISTANCE OF 10 FEET ON APPROVED BY DEG. a, -'ez�rn wales F ...1 BOTH SIDES OF CROSSING rurem qpV lit i derd L 1 L.W OR C).ETHER THE NPWL OR WATER LINE OR BOTI ZONE 3: NOT ALLOWED WITHOUT DEG WAVER. $ � ace I.VAWSER MUST BE ENCASED WITH A SLUMPia,wed/arepecificati t =nberesubmntedfmreviewif 5L C)0E MATERIAL ACCEPTABLE TO DEG FOR A NOTE: SANITARY SEWER FORCE MAINS MUST HAVE nnsinrr evr ossN HORIZONTAL DISTANCE OF 10 FEET ON BOTH MIN.10'HORIZONTAL SEPARATON AND 18' aronie noceamplekd 6y: SIDES OF THE CROSSING - VERTICAL SEPARATION.ZONE 2 AND ZONE 3 c.arW ZONE 3:) SAME.REQUIREMENTS AS ZONE 2 EXCEPT THE PLACEMENTS ARE NOT ALLOWED WITHOUT A I.VAWSER NPWL ALSO MUST BE SUPPORTED ABOVE THE WAVER GRANTED BY DE0. OCTOBER.2018 CROSSING TO PREVENT SETTING. . Building Plans- e ZONE 4:) SAME REQUIREMENTS AS ZONE 1 EXCEPT THE - - ib - - been reviewed and appro NOT TO SCALE NPWL MUST ALSO BE SUPPORTED ABOVE THE �t ' CROSSING TO PREVENT SETTLING Mainline Separation Detul All Construct Inspection tlonect t w` 366-18 BASE Per 2017 ISPWC SD 366-18 g07 Page It: 11 of 87 4 Date: 5/8/19 Shed C-1 RECEIVED NOV 2 9 2018 Lo1BA !a-g&tSITIE PLANS DEQ-TFRO Plans must be on Job Site for all inspections RECEIVED JAN 0 9 2019 _, _ . BVOINEE NIQ FALLS IDAPA 5&01.0&54207 Separation of Potable M&PIctali and Raw Water Pipelines Raw Notes GeneW Ncmes 07. Se ration of Potable,Non-Potable,and Raw Water Pipelines. The requirements for the 1.- ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STANDARDS,THE 2017 1. THE CONTRACTOR SHALL HAVE A CURRENT SET OF CONSTRUCTION PLANS STAMPED BY THE:ENGINEER Pa protection of potable mains from contamination by non-potable pipeBnes a,described in Subsections 542.07.o. IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION;THE CITY OF TWIN FALLS REVISIONS 10 THE 2015 _ .WITH AN APPROVAL STAMP BY 1HE.CITY AND DEG AT THE WORKSRE. through 54207.n.For the purposes of Subsection 542.07,the term.pipeline applies to both mains and services.The ISPWC,THE UNIFORM PLUMIBING CODE,AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN. - V� � U Department will use the Memorandum of Understanding with the Plumbing Bureau asguidance in determining the IT SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR-70 BE AWARE OF THE COMENiS OF THESE SIDS. "Z ALL CONSTRUCTION SHALL CONFORM TO THE 2017 14W STANDARDS FOR PUBLIC WORKS CONSTRUCTION, .THE CRY OF TWIN FALLS REVISIONS TO THE 2015 WK.AND ALL OTHER LOCAL STATE AND.FEDERAL relative table s rvices for reviewing servicereconstructed cte The conditions of Subsections 5the Department and t or the shop apply to all potable services constructed or reconsiruded abler April 15,ROOT and wherethe Department orr-the QLPE is the 2. ANY CONFLICT WITH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED TO THE ATTENTION OF THE-ENGINEER.. AGENCIES WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN - ••- ��+}�� }y^y� p,^}��+ �j �$ �-� reviewing authority.Raw water pipelines must be protected from contamination from non-potable pipelines,and - 3. THE CONTRACTOR SHALL.TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PRO- Civil Cons _ucti n i lass For 342 0 a• 3 must not contaminate potable pipelines.They shall therefore meet equivalent.separation distances shown below. 3. COMPONENTS,-MATERIALS AND DISINFECTION CHEMICALS INCORPORATED INTO POTABLE WATER SYSTEM - : from either.potable or non-potable.pipelines. (4-4-13) INSTALLATIONS INCLUDING SERVICE LINES,MUST BE COMPLIANT WITH ANSI/NSF STANDARD 60/61, PERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEPOSITION OF DEBRIS 4)c RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH SITE CONSTRUCTION.THE CONTRACTOR,AND r Q�+c 0 a. Parallel installation requirements. (S...g-�) - t ALL FITTINGS,SERVICE LINES,VALVE BOXES AND LIDS,SHALL BE OF MATERIALS AND CONSTRUCTION EACH SUBCONTRACTOR,SHALL BE RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL FROM THE JOB-SITE �•17 t+t'1e�1•�d 7 7�+int.W Park •a.o APPROVED BY THE GUY OF TWIN FALLS.FLOW-MEAsumi DEVICES INTENDED FOR POTABLE USE SMU ANY TRASH OR EXCESS MATERIAL CREATED BY THE PERFORMANCE OF THEIR WORK SUCH MATERIAL SHALL Lc s +iw.ii us �2 T. Potable maim in relation to non-potable mains. (5-8-09) BE NSF CERTIFIED PRIOR TO INSTALLATION. - BE PLACED IN A DOPESTER OR SIMILAR DEVICE PROVIDED BY THE CONTRACTOR OR TRANSPORTED FROM - o (1). Greater than ten(10)feet separation:no additional requirements. (4-4-13) 5. CONTRACTOR SMU PROVIDE APPURTENANCES TO PERFORM PRESSURE TEST AND DISINFECTION AS THE JOB-SUE REQUIRED BY STANDARDS :4. RECORDED AND/OR FILED SURVEY MONUMENTS-EXIST WITHIN THE LIMNS OF THIS PROJECT.IT IS THE - (2) Ten(10)feet to six(6)feet separation:separate trenches,with the bottom of the potable man above 6. CONSTRUCTION SHALL NOT INTERRUPT SERVICE WITHOUT PRIOR CITY APPROVALS AND PROPER:NOTIRCAROH - CONTRACTOR'S RESPONSIBILITY TO PROTECT OR HAVE REPLACED.ANY DISTURBED/DESTROYED MONUMENTS - w the top of the non-potable main,and non-potable main constructed with potable water class pipe. (4-4-13) TEMPORARY SERVICE FEEDS MAY BE REQUIRED AND MUST HAVE PRIOR AGENCY APPROVAL ANY SHUT-OFF , THE CONTRACTOR SHALL PROVIDE ALL.NECESSARY HORIZONTAL AND-VERTICAL.TRANSITION BETWEEN NEW aY.ca OF WATER SERVICE DURING INSTALLATION OF:NEW SERVICE AS WELL AS ACCESS.AND OTHER UTILITY FEEDS a (3) Less than six(8)feet separation:design CONSTRUCTION AND HOSTING SURFACES TO PROVIDE.FOR PROPER DRAINAGE,'INGRESS AND EGRESS. - . ,engineer to submit.data to the Department for review and TO EXISTING ADJACENT FACILITIES SHALL BE COORDINATED WITH AFFECTED USERS BY THE CONTRACTOR t d approval showing that this installation will protect public health and the environment,non-potable main to be iO AVOID THE LEAST POSSIBLE INCONVENIENCE TO ADJACENT FACILITIES:UNDER NO CIRCUMSTANCE - Sae Da W constructed of potable water class pipe,and with the bottom of the potable main above the top of the non-potable SHALL EMERGENCY VEHICLE ACCESS BE INTERRUPTED TO ANY ADJACENT PARCEL 6. THE CONTRACTOR BEFALL REMOVE AND REQUIRE L RLLS H EXCAVATED NATIVE COMPACTED NOT UI METHODS .OWNER SUMMIT CREEK CAPITAL PR.IRRIGATION: TO BE.DETERMINED.(XERISCAPE OR SHARED) -o main. (4-4-13) - - APPROVED BY THE CITY OF TWIN FALLS AND.THE DESIGN ENGINEER.ALL STRIPINCS NOT SUITABLE FOR 7.. : ALL RACTO SERVICE FEEDS SHALE:BE VERIFIED FOR CONFORMANCE WITH THE AT T�ECI'S PLANS THE FILL SHALL BE USED AS DIRECTED BY THE ENGINEEER OR DISCARDED OFF-SITE AT THE CONTRACTOR'S 491 N.MAIN ST;/20aA z c�� (4) Nan-potable mains are prohibited from tieing heated in the same trench as potable mains: CONTRACTOR SFW.L DREND ALL UTILITY FEEDS T0;WITHIN 5 OF THE BUILDING AT THE ARCHITECTSKEICHUM;ID...83340. STORMWA7ER: STORM WATER FOR PROJECT SHALL BE DETAINED (3-30-07). TIE-IN POINTS: EXPENSE REMOVAL OF SUITABLE MATERIAL NOT NEEDED ON SITE SHALL BE COORDMA7ED WITH THE OWNER: _4940 ON SITE. - -a N MAINS AND 42'MIN..COVER OVER ALL SERVCE.Lhi 7.. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR.ONLY.THE (CO ACT TYLER DAVIS-JEFFERS SEWER: CITY OF TWIN FALLS:PUBLIC m closer Pressure than (mains or other.pressurized mains or.lines containing non-potable fluids shall B. - MAINTAIN 3ED EIN.COVER OVER ALL - .CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UITLfITES AND THE ENGINEER - WATER: CITY OF TWIN FALLS:PUBLIC be no closer h-rizonblly than ten(10)feet from potable mains. (4-7-11) g, AN gppgpyED BACKFLOW:PREVEMER SHALL RE INSTALLED ON FIRE LINE(S).. BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN NEER: 621 ENGINEERS,lNC ON THE PLANS THIS INCLUDES ALL SERVICE LATERALS:OF ANY KIND. TWIN N.COLLEGE M SUITE 100 SETBACKS: ALL BUILDING AND YARD SETBACKS WILL BE IN ii. New potable services in relation to non-potable services,new potable services in relation.to non-- 10. ALL ORl'WELLS SHALL BE INSTALLED 70 MAINTAIN A MIN.SEPARATION�OF 25`FI'RON'PoTABLE MAINS. TWIN FALLS,ID 83301 ACCORDANCE WITH THECURRENT C.O.TF. potable mains,and rise non-potable services in relation to potable moire. (5-8-09) - - a AFFECTED UTILITY COMPANIES sHAIL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR TO THE :. (208)734-4888- ORDINANCES. 1 Greater than six 6 feet separation:no additional requirements based.on separation distance.- it. ALL APPLICABLE MATERIALS INCLUSIVE OF RESILIENT SEAT GATE VALVES TO BE LOW:LEAD COMPLIANT - COMMENCEMENT OF CONSTRUCTION.CALL'DIGUNE'48 HOURS PRIOR.TO BEGINNING WORK.COORDINATE CONTACT:RM VAWSER EASEMENTS: AS DEPICTED OR RECORDED BY SEPARATE () () " p (5-8-09) (A MAX.OF 0.25%LEAD BY WEIGHT)AND MUST BE UTILIZED WHERE APPLICABLE DURING CONSTRUCTION NE-INS WITH APPROPRATE UTILITY COMPANIES EXISTING USE VACANT OUTDOOR THEATER SITE DOCUMENT FOR UTILITIES AND ACCESS. data:that this 12, 'CONTRACTOR SFWI INSTALL HYDRANTS AND THRUST BLOCK SYSTEMS IN ACCORDANCE WITH THE - - 9, :.THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT ALL EXISTING IMPROVEMENTS FROM. PROPOSED USE:: BUSINESS PARK DEVELEOPMENT. (2) Less than six(6)feet separation:design engineer to submithis installation will protect AFOREMENTIONED CONSTRUCTION STANDARDS MLITIES:- UTILITIES WILL BE LOCATED UNDERGROUND AND public health and the environment and.non-potable service constructed with potable water class pipe. (5-8-09) DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S-OPERATIONS SHALL BE REPAIRED EXISTING ZONE C-1 - SHALL INCLUDE IDAHO POWER,CENTURY LINK, 13. POTABLE&NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM TO IDAPA RULES AND REGULATIONS TO THE ENONEER'S SATISFACTION AT.THE:EXPENSE OF THE CONTRACTOR. PROPOSED ZONE NO CHANGE INTERMOUNTAIN GAS,PIT,AND CABLE TV J3) New potable services are prohibited from being located in the some trench as non-potable mains o� AS NOTED WITHIN THESE PLANS 10. :ALL CHANGES.REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER.THE ENGINEER VARIANCE: .NONE REQUESTED PH. i PARKING: 8 REQ'D.1 PER SPACE PER OFFICE 01150 SF non-pb services. (5-8-� _ TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING, -9 PROVIBFD, 1 OF WHICH Is VAN ACCESSIBLE. BENCHMARK: - SHOWN b. Requirements for potable water mains or services crossing non-potable water mains or services. - BY THE ENGINEER. - 5 ON STREET INCLUDED IN TOTAL (4-4-13) - Water lblatn Cleaninr - .SITE AREA: 8,01 ACRES 11, IMHO CORE 39-118REQUIRES IDAHO DEPARTMENT OF ENNRONMFMAL QUALITY(IDEQ)APPROVAL PRIOR .LANDSCAPING: PHASE I&2 LANDSCAPING.- I. If there is eighteen(18),inches or.more vertical separation with the potable waterpipeline above the A Dean and disinfect wafer-distribution piping as follows: - TO CONSTRUCTION.IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE - - REQUIRED:211,667 SF.x.03==6,350 S.F. non-potable pipeline,then the potable,pipeline joints must be as for as possible from the non-potable water pi line. - - PROVIDED:13,886 S.F. PH.2 WEST NOT INC_ (4 7-11) 1. Purge new water-distribution piping systems and.parts of existing systems that.have been altered, - extended,or repaired before.use. 12. R D THE CONTRACTOR'S ERESPONSIBILITY TO FILL OUT AND SUBMIT A NOTICE OF INTENT PRIOR i0 EPA 13 TRIES&64-BUSHES(GROUPED)MIN.70 ) ii. If there is eighteen(18)inches or mom vertical separation with the ppotable water pipeline below the -2 Use purging and disinfecting procedure prescribed by authorities having jurisdiction or, f method is AND HAVE A.COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE AT THE JOBSITE PRIOR.TO CONSI: BE PROVIDED ALONG 4THAVE-FRONTAGE non-potable pipeline,then the potable-pipeline joints must be as far as possible from the non-potable pipeline and the Trot prescribed authorities having jurisdiction,use procedure described id AWWA C651 or da in - non-potable pipeline must be supported through the crossing to prevent settling. (4-7-11) cr by _ 9 1 Prec� a -CONTRACTOR SHALL INSTALL PIPE BEDDING AND TRENCH SYSTEMS IN CONFORMANCE WITH THE a. Fill sin ISPWC or as follows: - AFOREMENTIONED DESIGN STANDARDS, -less than eighteen(18)inches vertical separation: (5-8-09) a. FlII system or port of system with water/chlorine solution.containing at least 50.ppm of - 1 Potable Ins oint.to be as for as possible from the non-potable pipeline;and either. 5 Fl 09 chlorine;isolate and allow to stand for 24 hours. _ -13. CONTRACTOR SHALL COORDINATE.WITH ARCTITECTS'S PLANS THE NEED FOR CONDUITS FOR LANDSCAPING, - b. After standing time,flush system with clean,potable water until no chlorine remains in water LIGHTING;AND ALL UTILITIES PRIOR i0 SUBGRADE PREPARATION.ALL CONDUITS REQUIRED SHALL.BE t a) Non-pp-table pipeline constructed with yyotable water class pippe for a minimum of ten(10)feet coming from system. - - IN CONFORMANCE.WITH REQUIRED STANDARDS FROM EACH UTILITY COMPANY: _ Sheer Index Prpc[ Bench Mark -either side ofpotable pipeline with a single twenty(20)foot section of potable water class pipe centered on the c.-Submit water samples in sterile bottles to authorities having junsdlction.Repeat pracedwe if crossing;or - - (5-8-00) biological examination shows evidence of contamination. - - HYDRANT NUMBER 3823-3099.`B'BOLT ON og �T�� ell (b) .Sleeve non-potable or potable Pipeline with potable water class pipe for ten(10)feet either side of d. Two biological samples must be collected from each sample location twenty-four hours apart �+ +�' 1Yll1.OY COVer Sheet. C -1 FIRE HYDRANT-WEST SIDE OF EASTLAND crossing.Use of bydmWic camentitious materials such as concrete,controlled density fill,and concrete slurrryry and be deemed bacteria absent by a certified lab prior to potable operation..K one.of the '- DR., 100'SOUTH OF 4TH AVENUE E. - encasement is not allowed as a substitute for slaving. (5-8-09) 1. ALL CONSTRUCTION AND MATERAALS SFW.L BE IN ACCORDANCE.WITH-TEN STATES SIDS.,THE 2017 IDAHO OVe1all Master SL Lhifi Plan C -. !, samples is found to be bacteria positive at a location then two consecutive clean samples 'B'BOLT ELEV.=3763.16 C ((2) If potable pipeline is belown-n-potable pipeline,the non-potable pipeline must also be supported .collected twenty-four hours apart must be obtained from that location before public use.- STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE CITY OF TWIN FALLS REVISIONS TO THE 2D15 ISPWC, (�,_ "u V� through the crossing to prevent settling. gporte9) - AND ALL OTHER-APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN:IT SHALL BE THE RESPONSIBILITY OF Phase Vlle Development Plan C 3 W B. Prepare reports of purging and disinfecting activities. THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STANDARDS. FOl1L'Ch Avenue FaSC C 4. iv. Pressure wastewater mains or other pressurized mains or lines containing non-potable fluids shall 2. ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH STANDARDS be no closer vertically than eighteen(18)inches from potable mains (4-7-.11) Rushing Nate:Rushing shall occur from a fire hydrant and carried in a fire hose that discharges into 1 [ 'rig rig J'd 3, ALL SEWER MAINS AND FITTINGS BE OUT OF 3034.89,STIR 35 PVC PIPE EasrlanTd I)�trve -C - S. c. Existing potable services in relation a new non-potable mains,existing non-potable services in a retention basin. - 4. POTABLE&NON-POTABLE MAINLINE SEPARATIONS SHALL'CONFORM 7O IDAPA RULES AND REGULATIONS .UCTd116 C.. 6 ^Cj relation to new potable mains,and existing potable services in reldfan to new non-potable services shall meet the requirements of Subsection 542.07.b.,where practical,based on cost,construction factors,and public health AS NOTED WITHIN THESE PLANS K c. significance.W the Department determines that there are significant health concerns with these services,such as - Record O Sulnw C • 7 where a largo existing service serves an apartment building or a shopping earner,then the design shall conform with p____�� j•,,., �{�_ �3 Subsection 542.07.b. (5-8-09) FLQaUIC.-aaa''6ation NotiT. - 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STD'S,THE 2017 IDAHO C� E•-r STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE CITY OF TWIN FALLS REVISIONS TO THE 2015,ISPWC, :AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN:IT SHALL BE THE RESPONSIBILITY OF - THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE.STANDARDS. �sl--`_L CO NOT SCALE DRAWINGS jljpn(1v :II CONTRACTOR SHALL DIMENSIONS ALL I I 2. REFER TO LATEST EDITION OF CRY OF TWIN FAILS PRESSURE IRRIGATION SUPPLEMENTAL STDS.TO ISPWC. "77 THE JOB SITE AND mNOTIFY THE AT THE JOB SITE AND NOTIFY THE 1 I 3. ALL PRESSURE IRRIGATION MAINS SWILL BE PVC A5TMD 2241(SDR-PR)CLASS 200,STIR 21 OR BETTER. ILLS ENGINEER OF ANY DIMENSIONAL I i w 4. POTABLE&NON-POTABLE MAINLINE SEPARATIONS SHALL CONFORM 7O IDAPA RULES AND REGULATIONS - ERRORS, S BEFORs,OR NIN- I I OR FABRICATING ANY WORK. AS NOTED WITHIN THESEPLANS. CREPANCIES BEFORE BEGINNING TER LNE 'N' I I 15 6 FT.s 3 ansars NON-POTABLE ^+ I - REM PER C17Y RENEW 1-8-'19 ATER LINE 3 LINE ZONE 1 ZONE 2 ZONE 3 ABE BL E DISTANCES ARE HDIaZONTAL N VEIUM SEPARATION Ou1RENENR HWNZONTAL SEPMznON REOL REREMS - u'r NA( ZONE 1:A)WATER AND Ni MUST BE SEPARATED BY AT ZONE 1:A NO SPECIAL REQUIREMEMB. Sea\O LEAST 18 INCHES MID B)ONE FULL,UNCUT ZONE 2 A).NO SPECIAL REQUIREMENTS FOR POTABLE OR LENGTH OF PM.AND NPWL PIPE MUST BE NMI-POTABLE SERVICES. CENTERED ON THE CROSSING SO THAT THE B)WATER AND NPWL SEPARATED BY AT JOINTS AS FAR AS POSSIBLE FROM THE LEAST 6 119AT OUTSIDE WALLS. AND.C)WATER AT LEAST 18 INCITES HIGHER NT "C 14924 m ZONE 2:A)ONE FULL,UNCUT LENGTH OFBOTH PR AND ELEVARON THAT THE NPWL. - )�i Wed f A.f .. t)b 9 Y xv a srq�i��l �o Ni PIPE MUST BE CENTERED ON THE WATER TIGHTNESS A - 9p�rf Of Tp! J CROSSING SO THIT THE JOINTS.ARE AS FAR AS AND EITHER D)NPR CONSTRUCTED TO WATER MAIN _ POSSIBLE FROM THE CROSSING• - STANDARDS AND PRESSURE TESTED AND EITHER B)NPWL MAIN MUST BE CONSTRUCTED TO boa .WATER MAN STANOAROS AND PRESSURE- - OR E)SITE SPEGFK.QU8&IAEN(S 1A(�j )3 NOR MIE E" TESTED FOR WATER ITCHINESS FOR APPROVED BY REQ. HORIZONTAL DISTANCE DI A .10 FEET ON �}}[g vy ,; �J OR C)EITHER THE NPWL OR WATER LINE OR BOTH ZONE 3:NOT ALLOWED WITHOUT DIED WAVIER. `"J��'`Y T.uAwsER _ g MUST BE ENCASED WITH A SLEENNG ) 4 MATERIAL ACCEPTABLE.TO DEQ FOR A HORIZONTAL DISTANCE OF tO FEET ON BOTH NOTE: SANITARY SEWER FORCE MAINS MUST HAVE yLfi MIN.10'HORIZONTAL SEPARATION AND 18° C� T.UAWSER SIDES OF THE CROSSING. VERTICAL SEPARATION.ZONE 2 AND ZONE 3 ZONE 3:) SAME REQUIREMENTS AS ZONE 2 EXCEPT THE PLACEMENTS ARE NOT ALLOWED WITHOUT A `1 on OCiOBER.2018 NPWL ALSO MUST BE SUPPORTED ABOVE THE WATER GRANTED BY BED, V CROSSING TO PREVENT SETTLING. ZONE 4:) SAME REQUIREMENTS AS ZONE 1 EXCEPT THE NPWL MUST ALSO BE SUPPORTED ABOVE THE urix NOT TO SCALE CROSSING TO PREVENT SETNNO - - nix " 366-18 BASE MauMhne Separation Uetatl wa 366-18 Per M7 EPWC SDG407 Sheet C-1 JOB SITE PLANS Plans must be on Job Site for all inspections o M.-r x m 3y4�5�T2%RR��a764.0- '121RR iRRIPoi._.. J / \ r24Br� - - leR d ° n g0 3/705s}771.0�.. uq„ ;�- so SS G� I S I w }16� t 1 `..S�6M i �, j I}� }ti - ^� l3jd 5 <.� I ! -.� "11vo ` (3772A 0 a W2 --T \ Q'° \„\ 16\ \ i .Scale IR Faet ° egi - m 1^Da -i -.�_._ __ :- -- 37670 _ -..a767.5 7768.5- '-J769.0 ='^- ` ` 10.--•_ - i��) L 908 ~$24. c 0 _ L Rill d hi / \ Itrs eawtc i i 7 ss.s2rc \ G"° W3 t w6 a - I ! g R N W3 { A Pwilm d Ile SW4 SW4 Seam 14 ADD.R/W DEDrATI N W4 - t c n.aasw I T 10 S,X 17 F, CBY 'TWIN F _. -�-1 \ \„ - I `� --� -(- _1✓ W '60 moo Twin FA Cwu►tyr khhD � / ^ _ I II I �T -r /) IL/rE 1� xt \Gs f ( 1 y j \ I \ I // EXISTING PROPOSED I Pnuvs Av. I / I I \� z 3 .. SUBDIVISION BOUNDARY:LINE a odaaY PROPOSED RIGHT OF WAY - I / l / / r I I$I \ \ I 1 \ 1/ I °µ_ -.i r It, iC STREET CENTERLINE / �R.I �� 6R1I�-I� _" WATER EASEMENT AS NOTED ---w:- -- -----W---- PROJECT BENCH MARK of I y1�. ./ / 1 J/�,l / IL_ I ( \ - - - I 1 i SEWER MAIN TfCBM/3623-J099 I. / I ITO7/ - -L I 1 �. I \. ...�.w . .. ,..I 1 ( �t ELEV.-31e3.is I I ✓ I x WS I -I_ I ti - \ I I I 1- 1 1 { GRAVITY IRRIGATION I {COTE FH OATUM)� h J \. ' - i/ // /I. ''�' 1 1 y I I -� I' 11. I I 1 \ 1 1 I I OVERHEAD POWER / - 7 L I 1// Ir I 1`� �I I \\I I I I as ; ` ® 1 UNDERGROUND POWER -UGP -- i� (PRalN1NARY) \II �� I \ I f I 'I J \ 1 { I FIBER OPTIC LINENATURAL GAS S r \�\) i\ 1 j i\ 11 'o I �.'_ \ Il, I (. 1 I STORM DRAIN "SD F. -f ,� I 1--i x l i l I / t- •� \ �\ PERT.PIPE "PP O z<• ICJ_ /I l �> -I \:\ \ \. I I I \ \ 1 1 I I fy `I 111\ }5 r\\ I I I I f I 1 I r I STANDARD CUB 3 GUTTER STAND-CURB CONTOUR LINE a7a - r MANHOLE Q as { I I \ I I ,3S 1 I I\n I I FIRE HYDRANT Zf Y ,r'I ^ y GATE VALVE - N N \�,' WATER.SERVICE -_ / / SEWER SERVICE I F_ !�J \ 1 I I I I I L I I CATCH BASIN t �/ I- I 1 I�4-I�d \IMP. L;& I I I £I I. i \ \ / POWER POLE W/ANCHOR YJ _J ( L_1 J I II I \1L,y i J I I l s S i / ® UTILITY.RISERS/STRUCTURES SOD L7]I ,\I 7 r I / ( .w: - SIGN s I - a-IsSS //. ! / L -i °�6 / 1 _�� . / II 1 -� \ h DRAINAGE ARROW A\ \I 1 t m -1 INSTALL WATEQ[1�E (� = III I I I ® I / >e / i 11 o I (-ow Side IJDtes q a+ m -I wgPINPASE1 -- �I _ 1 ' 3 O _ 4.: .. t t� / 1 \ _ /`W / "W I M KEYED NOTES: .W s67nc s6.7 c �s73uc Iatic _ 1 ( o a 7wta �,7 G1 CURB,GUTTER LANSCAPING TO BE INSTALLED WEST OF STORAGE UNTIS IN PH.3. O • \ ��. - -- --.� ss.2ac / ( / /•xY I - b .-SITE CURB AND GUTTER TO CONFORM TO CITY OF TWIN FALLS STD.DWG.iFSD-70 1. as "•" w r - y L t o I PNgSE t, I I J / l o l - F 1 141E CO4 W8 PH l 1 � G2 CONSTRUCT GRAVEL ROADWAY 12 WIDE'OVER OFFSITE WATER LINE H A �,IE, IT WR E II, Its/ e I f /1 I.I I .I I / / (� I / I/ I - ( 1 I G3. REMOVE ALL EXISTING SITE LIGHTING,/-REPLACE WITH NEW AS DEPICTED BY SITE -1 I 'I �+ / ( LIGHTING PLANS(BY,OTHERS). w xY 1 G4 EXISTING BUILDINGS,SCREEN,&STRUCTURES TO BE DEMOLISHED&.DISPOSED OF (.�j I AS DIRECTED BY OWNER..BACKFILL ALL VOIDS WITH STRUCTURAL FILL IN 8*MAX. ,. rz�5r sz5ou I / i 7! I l l i 9t 7. a is SIGN LOCATION MAX SEE DENSITY, L - ��q' ( ._ ..,I_.-\- j 1. Is. N L^5' 16 A_ I'1 I / I/d I.,, i I J... i 6'I/. I/ /I �.{ - ct yY. (rc aarGv. 6.. INSTALL LANNDCAPING(DRYSCAPE)PER PLANS BY OTHERS. E'+ °' - / •` \ . _ ro\Il, .i•L. / ..\ _.JT •-1_/ a. I u -,;` to G7 UPON APPROVAL.OF CITY OF TWIN FALLS A-9'WIDE PARKING LANE FOR PARALLEL - I Ir - .� � ..1/ % !/) / L I I ..J 1 I I I 117. (,y. I_ i m J ...1 T/j I! i..'i Ili '_ l.a I - ; PARKING SPACES ALONG FOURTH AVENUE WILL BE ADDED BY CHANGE ORDER. DO NOT SCALE DRAWINGS r. 7- \ I 1 -p. \o / I~/ ,.I- /I _ ; .. / `.1 ..'1. G8' 9'x20'STANDARD PARKING SPACE PARKING BLOCKS REQ'D. ./>y1e1 T -_ i I / l/! I I/I / I..IJI- �. - A I 1 f/ - ./.. /1} /I / .I q I /. 1 J FY ALL See sheetAl. of Revision I G9 9x20 VAN ACCESSIBLE PARKING SPACE AND UNLOADING ZONE(SIGN ON BLDG.) CONDITIONS AND DIMENSIONS AT - I1 /I j I 1)/I II �...I I for raved trash location SEE DETAIL SHEET. THE Joe SITE AND NOTIFY THE I I / I' / PP. ENGINEER OF ANY DIMENSIONAL / G1D INSTALL 4 THICK CONCRETE SIDEWALK W/2"--3/4°BASE(4,000 PSI) ERRORS,OMISSIONS,OR DIS- i >y !/ ; 1. g4� .✓ /� I I'.I I / /( ,-.:.I t IJ G11 INSTALL STAND-UP CURB:PER DETAIi.ON:SHE17 C-6, - CREPANCIES FABRICATING BEFORE BEGINNING 67.75FFE l ( I/ I J { IANY \�°1 �r - I (PatLUNARh r-- / I / IJ 1I �r - I i - eRAtImE / I//. I III I I✓II V \IIi S� I�/ I / �I II �� 1 I ,�. �� _ 1. 1 ) I11✓,�' I I I. a r'� I I I J I ,. ��'. / -/ I I/� V / G73'..GATED ENTRY WITH FIRE DEPARTMENT ACCESS PER.TFFD REQUIREMENTS . ,� :y:' I q G14 FENCED BOUNDARI'(SEE FENCE DETAILS'PER.PLANS OTHERS). REV'D..PFR CITY REVIEW 1-8-'19 c (I I i C15`.REMOVE.EXISTING CROSS-DRAIN,PATCHBACK ROADWAYp ROUT SOLID:BOX INLET. g. h Idll \ e I J 1 } 0 7 Y ro 1 ! I> J NOII N(IOISPlanning • Zoning I� i.l� ! -^� I I r I / �I I 'j i I Unitty J I~ - T/ j .SW l I 57.299E 11 I I 67775FFE -r I I I as 2�fE I I/ 1 a75 FE ' I l ^. F-,-- I 1, / >♦I II )_s7.& /I I- js777s7�raj. ./. Jt sut, r^1 I Y J, '?�rA_ raV I I J�sorA .�'70.asr, rcx/�� KEYED.WATER NOTES: / W1 N 383&5.11 E 37381.18 INSTALL TAPPING TEE W/8'.RW.G41E VALVE TO EAST W2 N 38702.78 E 37380.72. INSTALL TAPPING TEE W/REDUCER&10"R.W.GATE 1�0, / yob-=.F/sB S-i/ �y :J /'. / J/ I I I I -VALVE TO EAST(SEE SHEET C-4) W3 LOCATION AS SHOWN INSTALL.TO"WATER ONE ,�� I �I I.. 5^ W4 N 38682.56 'E 37595,11 INSTALL FIRE HYDRANT-CL FL.EL=64.45 -376ao- EwsnNc j'. / .II".,.'"- I F- .,\ .-_.yew \ /�/. / / / / - o. / /. 1 ✓ \ \I \ W5 N 38666.76 E 37814.90. INSTALL Y'WATER METER. TOP EL._-68.46 I BURDMcs J Ik 1 ss,00ra `>/` ! ./ -' 'IOTA t /- / 71.cma'I / 71.. I n 9s'c W6. N 38678.97 E 37834.11 INSTALL.FIRE'HYDRANT-CL FL EL: 69.25 p� E -' ,..,.. r ^.)-----T�- f--S..-r_ `y-- I. uAT/ar. - W7 N 38695.41 E.37871.82 INSTALL-10xi0"xB'.TEE W/2- 10'(E&W.LEGS) qQ &1 -6°:s.LEG R.W.GATE VALVE . - 14924 I c 1"�,7� &=� ?• ...-- zaac 1 7 -" - --•` // /. - I I / •\ (. I W8 N 38692.78 E 38046.84'END 10"-WATER.LINE-PRESSURE TEST AND AFTER I ' s7.am.c �- -� ✓ �.. \ �\ _ •,,,�3759.5 . // {..I \\\ \.'L. -:ACCEPTANCE GAP MAIN AS DRY LINE y�91hI�,�1�v W9. LOCATION AS SHOWN INSTALL'S'WATER LINE L $pp 10 pJ ✓ WIG N:38604.12.:E 37871.95 INSTALL 8'-90'ELBOW _3770.0 W11 N 38604.28 E 37990.95.-INSTALL 8' 90'_ELBOW. C.. -'oNP.. \oHP.-•S89*56'17"W 023.35' -�. � / / � I W12-.N 38391.95 'E 37997.24 INSTALL 8:x8 x8'TEE W/6"R.W.G.VALVE(S5 LEG) _ I 1 -- --- \. y. '� / - I /! ! / N W73.LOCATION AS SHOWN: INSTALL 6°WATER LINE(FIRE HYDRANT FEED LINE) W14 N 38344.28 E 37991.30--INSTALL-6'-90'ELBOW W15 N 38344.30 E 38004.30- INSTALL FIRE HYDRANT CL FL.EL=70.50 W16 N 38391.57 E 37712.90 INSTALL 8'-90'ELBOW - °ter+ T.VAWSER W17 N 3834190 E 37712.97 INSTALL 8"-90'ELBOW W78 N 38343.80 E 37640.19 INSTALL 8"-90F ELBOW ,{ - W19 N 38385,47 E 37640.13 .INSTALL 8 x6 x8"TEE W/1-8'(S LEG) °°""" T.VAWSER - Approved 1 tIQ!1 k 7 -6'(E LEG)R,W.-GATE VALVE W20' N 38385.50 E 37663.63 INSTALL`FIRE HYDRANT-CL FL.EL..=66.88 " OCTOBER 2018 W21-N 38374.57 E 37467.03-.INSTALL FIRE HYDRANT-CL FL.EL.=66.10 \ NOTE:WATER SERVICE&FIRE LINES,IF NECESSARY,TO FUTURE PHASE 3 BUILDINGS JAN t d�51g BUILDINGS TO BE INSTALLED DURING PHASE 3 CONSTRUCT70M FROM INTERNAL AS SHOWN '. ('� .. LOOP INSTALLED 7N PHASE i... 366-18 BASE iJl �goneerm�DO KEYED SEWER NOTES: � 366-18 S1. -.N 38657.02 E.37798.92 INSTALL CLFANOUT W/4"SEWER SERVICE TO EXISTING.SEWER MAIN® 1.00%MIN.SLOPE. TRENCH REPAIR PER CITY SID.DWG,TFSO-303 NOTE.SEWERSERVICE TO FUTURE PHASE BUILDINGS TO BE INSTALLED DURING C = 2 PHASE.3 CONSTRUCTION. JOB SITE PLANS Plans must be on Job Site for all inspections _ RECEIVED 12'IRR 'IRR ..l -..,,JRR -- -.JRR _,:_. IRR -IRR - a..{RR-- � S / S,' SS.'.�_.--�•9S'- --$7789 0__ 378��'�RR-' i770.0 -- JAN 18 2019 y o /. tl' I •� / 0go 6g0 'T'� - 3 OF"W" PALL, EJ QINEERINO DEPT. Provide wate>�rvice. C <<st` \7n2o i U� o 6e.0- 37 / 6,9I 0-f3+P / H'7 16 1 N 8\\\ I -- N _ X 10" \ I65.92 I823-E 62 C $ 64.3 i' 6 6Z38T(✓ x +;! NTH.:v, /- tl 71.94iC 1 ..,.. 0 15 30 613 �a g 65I201C 65.AG -_- ---_- --- \ \ T� s "' MATCH scale In Peet DM n 75TC Y - _ �3r-__3 I 66 G 68 5IS ��;6u6.1STA/1SW' r 68.Oid �NXA•' 67.40FG 6&4OFG \ *' \_ L''�,i,' \ Z6 t ,.125.33 \ \ N'.:��. I \ 69?0 ECVBhOri I1l .Ob~--I-rss.00 \ sB 5ptFE ^F3�/ 1 `i� y s.SOFFE s9:soF / .oo.wrG ExanNc Tor of ASPHar oo.00la W T I I r 1 1 .5OFFE_.. _ 67.50FFE. +, I° /. I :I' l 'PROPOSED TOP OF CURB' aaooic EXISTING TOP OF CONCRETE. oo.am� „ \ \ '1s ;�\ 68.1 .� '/ 1 1 1 \ I './ PROPOSED UP OF GUTTER •aaM EXISTING FINISH FLOOR 00,00t.J { a r \ ,' rA' W / / 69.4p I PROPOSED TOP OF ASPHALT z \ \ ...._68.fOTA/ 68.65TA{:69.15 \ \. '^ '' � '.PROPOSED TOP OF SIDEWALK ..00.w1 w EXISTING TOP.OF CURB 00.00t. ,jp„ Z50iA -50TA 6780TA 6H.00TA 68-OrA 1 685514 JA 69.45TA\. se.69.5,OTA 69.507A „69. M4TCH°l - PROPOSED TOP OF GRAVEL o0.00ic / �----f-I I;I \ \ K_--,�1 ; r 1 T \ TAW \ / I 1 I ' 69.50F '� PROPOSED FINISHED GRADE OD.00FC PHASE 2&3 GRADES ARE CONCEPTUAL& 5 \ ( PROPOSED FINISHED FLOOR ELEV. OO.00FFE SUBJECT TO CHANGE WITH FUTURE DESIGN. DI .. ,:,:.. G I \ 6795LG 68.4 LC (. I 67,5 G 875 . \ 30 W 40' 68:35LG 3, 11 X Change Order II \ \ ITS 1 1 1 ' \ B.OFF!E I i �.-..I I �1 I `'� I.� 7.00 I i 0 / I CBI 14 B.00FFE 1 I I ;. I - 1 I : 1 l..I I I \. I' � f ( 1 7aD \ I Drywalls modified for rock encountered in field i11r, *� 15.7OLc �, a I I \ I \ \ i: I ,I \ / )FEE °r+1 IL I\I l \ \\ \ I I I 11 \ I J°t 3e Y° Storm Dram$Y NOtcv RCV18Ed .St017►1 Witter RedCiIfYOII �CU18C1011& UNARY)x 1\ I I\ I ': NO R $ I { 1 u c � KEYED NOTES: l TRIBUTARY AREA 1 PHASE 1&2 OF INTERIOR AS SHOWN WITH.A PORTION OF 4TH AVE. DY LOCATION AS SHOWN :INSTALL MODIFIED VALLEY GUTTER PER DETAIL SHT.C-6 SITE IMPERVIOUS:162,951 x 1.6/12 x 0.95= +20,640 C.F. TO GRADES DEPICTED ON PLAN S1TE LANDSCAPING:13,186,x 1.6/12 x 0.25=. +�10 C.F. 02. LOCATION AS SHOWN .:.INSTALL ORYWELL NO. 1 24x45x3.5 DEEP-SOUTH END RIGHT OF WAY IMPERVIOUS 4,606 x 1.8/12 x 0.95_ +583 C.F. (24 x150.x6:0'.DEEP-NORTH END)-PER DETAIL.THIS.SHT. RIGHT OF WAY LANDSCAPING..857 x 1.6/12 x 0.25� +29 C.F. II I 9 of 1 \ N : / 03 LOCATION AS SHOWN 'INSTALL DRYWELL NO..2 16'x75k4,0',DEEP--SOUTH END) TOTAL REIEN17ON VOLUME REQUIRED AREA 1= 21,962 C.F. -G 1 25.&1 / l 1 I. I :. I \ \: �' '. 'I ', 3{:. 1 "' / (20'x115'x5.5'DEEP-NORTH END)PER DETAIL THIS SHT. _ -f / I / D4 LOCATION AS SHOWN 'INSTALL DRYWELL NO. 3(16'x140'x3.2'DEEP-SOUTH END TRIBUTARY�AREA.1 VOLUME PROVIDED: VE gISLE ., \ I 8'1.•1 I l g �; 8'�} 'I N�. I �'7M 'I •16 x25x5.2'DEEP-NORTH END PER DETAIL THIS SHT. ) DRYWELL 1:24'.x 45'x 3.5'DEEP x 0.40(VOIDS) +1,512 C.F. p I 6• A v, 6.63LG 1. 'ss�l.._ - " 7 I \ 1 68 BLG. f '6,�iA 1 MATCH L D5. LOCATION AS SHOWN INSTALL INLET CATCH BASIN PER ISPWC STD.DWG.SD-603 \ \IL I U 14'x 150'x'D PEEP x 0.40 IDS) )_ + 1,920 C.F. TY I- -��' II 1 I 34.67'I s J0-71 r' I ' ^ ^u I I i I F I' OR APPROVED EQ.'UPON SUBMITTAL. SEE CHART THIS.SHT. PER DRYWELL 2: 16;x 75'x A'DEEP x 0.40(VOIDS)_ +1,920 C.F. \ 1J \ \ � fi : I_-- IJ - I I 1 30' I .% 'COI I70. j ,i1 06 LOCATION AS SHOWN -INSTALL 12"PVC SIDRM DRAIN LINE-SLOPE PER PLAN. CO" 20 x 115 x 5.5 DEEP-x 0.40(VOIDS).= '+5,060 C.F. \ \ \' \ \ - �' 1 `,I 'I I - D7. LOCATION AS SHDWN INSTALL 12"PVC PERF.PIPE.iRaNSITION:FROM PERF. DRYWELL 3i 16'x 140'x 3.2'DEEP x 0.40'(VOIDS)_ +2,867.GF. " D7 I'. I A \ - -I- D7 I I;t -I I - g I I '.i 1 ,I .'/ `' PIPE i0 SOLID.WALL PIPE(D6)2'INSIDE EDGE DR1'WELL. 16'x 25''x 5.2'DEEP x 0.40(VOIDS)_ -+832.C.F. 1 '1 \ I I _ I o I „ .. - - I ;f I / ., \ D8 -LOCA77ON AS SHOWN IN5TALL V SCH::40 PVC STORM DRAIN OVERFLOW PIPE. ROCKSCAPE'SWALE 1:80 x 2 x 1 DEEP SWALE+RATTER=- '+520 C.F. aA \ p 1 I. Ilr k ,�: , \ �L\ I f1 \ well \\ ' I I I. I I - o \,J L',.I ( \ ', :7 p9 N 38438.33 E 37660.56.(BOC),INSTALL TYPE i CATCH BASIN PER ISPWC STD.DWG: . ROCKSCAPE SWALE 2:.80'x 4'x 1 DEEP SWALE+BATTER +688 C.F. aA ,x \ I.�\� \ I I - I;,, I - ,� I / - SO-601.:HOC.®CB 65.58 INVERT EL. =62.00 TOTAL REFEN77ON VOLUME PROVIDED AREA 1= 22,039 C.F. ++ I '-� I ., ( 1, I l I j y Y I, DID LOCATION AS.SHOWN INSTALL 12•DEEP ROCK-$CAPE SWAY f(80'x2'xi'DEEP) B5.451fA1,11 \ �, ., 1 I I w I 1 / TRIBUTARY AREA 2.PHASE.1&2 OF INTERIOR AS SHOWN WITH A PORTION OF 4TH AVE. D I I R. p. `I I I \ 1 D11' LOCATION AS SHOWN INSTALL 18"-DEEP.TEMPORARY RETENTION BASIN W/4:1- - O N I I I; I p- „ 1 _I ,�. .. SIDE SLDPES,(2Q5'z10'x1.5'DEEP®BOTTOM OF BASIN): SITE IMPERVIOUS:28,590 x L6/12 x 0.95= +3,621 C.F. .,, ,_ SITE LANDSCAPING:6,939.x 1.6 12 x 0.25- - - +231 C.F. TQA 11 I 12 2:60 \ I I I; I ETEN77ON BASIN.. / - Id II; 64. G l SO I j. I I g %/ D12 LOCATION,AS:SHOWN INSTALL.SWAEE TO TEMPORARY R I I �'' / ( / - cc. - RIGHT OF WAY IMPERl40US:9,670 x 1.6112 x 0.95_ - +1,225 CF i"\ y 013 N 38438.30 E 37639,06 INSTALL 24"DA. TEMPORARY CMP.STANDPIPE OUTLET /. c-R'WI I-/•�1 I 09 .1 Ob :I I !. I I 4 I f. ;," / 1_A. / I ^ STRUCTURE W/`GRATED LID TOP=63.50 /-INV. =61.50 RIGHT OF WAY LANDSCAPING: 187 x /12 x 0.25 +6 C.F. CB7 I I I.. p3 I- I I x:/ TOTAL'RETENTION VOLUME REQUIRED AREA 1.- 5,083 C.F. •� 6.5.00' 7`'5001 lgD6; 1. OJ T 68.0 WE 6. ,- -� \ �o 70.60 In_. 014 LOCATION AS SHOWN INSTALL 12'DEEP ROCK-SCALE SWALE 2(8O'x4'xi'DEEP) :d -I I 7B I I D6 , -�� - ;�l e� •�OiN FG MATCH - D15 LOCATION AS SHOWN FUTURE INLET'STRUCTURE&RETENTION(TO BE DESIGNED EE TRIBUTARY AREA 2 VOLUME PROVIDED: ®� \I . I 'l BLOOL % `-l -/ 6. I ° .CONSiRUC1ED IN PHASE 3(RETENTION®NW INTERSECTION}. TEMPORARY BASIN.205'x 10'x 1,5'DEEP BOTTOM OF BASIN +3,075 C.F.e 66.45LC66.6 L- 67 1 6Z80L / ( )- �C7 /I .:.' / �. ,. .. ,•.�: .,.,- �.,,:a ...,.;.,"., ;vr ". .:.,A•,. .�M4 88.OLG -l 70.5 ) CATCH BASIN CHARS 4,774 SF'-Z050 SF x 1.5'DEEP/2(BATTER)_ +Z043.C.F. iOTAL'RETENDON VOLUME.PROVIDED AREA 2.=.. 5,f18 C.F. 05 CB6/ 9, C85 D5 -_ Di C84 D5 I 4 n I I,' CBI N 38586.08 E 37845.64 RIM ELEV.=67.36 S.INV. =63.2$ AREA 2 BASIN 15 TEMPORARY AND WILL BE RECONFIGURED AND RECALCULATED UPON T' °W^1�.. ,i 68.ram, _.i j M C92. N 38585,99 E 37775.63 RIM ELEV,=66.91 S. INV. =63.25' {, 66.75LG _ / 66.75LG:. T 67.351.E 7-- I 7.85LG -- / p. DEVELOPMENT PUN SUBMITTAL FOR PHASE 3 IMPROVEMENTS . F'--y _�/� 1 F �25FFE/- 1 1 68.7 I' \ 1 1 y.., I o 'CB3 N38585.89 'E37707.97 RIM ELEV. 66.76 S.INV.=62,50 oo NOT SCALE DRAWINGS -- 61.007A 1 66,20LC ! i 67.25F 6T.75FFE \ yFE r ltleb`-. J / : i,q / I I I / 1 I 0.:. CB4 N 38403.75 E 37845.88 RIM ELEV.'=67,06 N.INK'=63.00 W.INV. =63.00 CONTRACTOR AND D VERIFY au �1 I I C CONDITIONS AND DIMENSIONS AT / R6�OTA I 1 l/ I I. I 1 "� I. \. 1 I N CB5 N 38403.65 E 37775.88: RIM M.=66.56 N.INV. =63.00 E:&W.INV..=62.75 THE Joe srcE AND NOTIFY THE / ,� I /. " O1 C86 N'384o3.56 E 37708.22-RIM ELEV.=66.41 N.&E INV. _62.50 W.INV.=65.00- ENGINEER OF ANY DIMENSIONAL '� 6J.50FG I l / I I ) I. - ERRORS,OMISSIONS OR DIS- / I +� �. / I I' l I I - : /... �• 'I I - CREPANCIES BEFORE'BEGINNING zsora 67.25ra/rc / se. c' oDrA -30'ss.5r / _I 6 TG 67,7 5 6B,25 70 70 MATCH- OR FABRICATING ANY WORN. \ r i L7 1 n I i / 1 I 1 / II L { Tributary Area Map: «fl9�s IL T _ 8"W / �. /f I I /I I 1 V \ 11 I I 1. I 1 nx& / l / 6n5FG 69 TA 1 7rb.7 FG REVO.PER CITY REVIEW 1-8-19 .` 1 I 'I - -�.--1 o / 1 L,♦ I 1 / 1 51b / .:..._ . . MATCH NO 1 16I75Ta6750TA ��$ ( of V 'I I I I, / PHiA. tYI /I'I� 1 1 IIj.- I I. ,,,G 7:�nFaliok ..;....., FG 12'IR IRR R �� RDRYWELLPERIADDENDUM S IF .I Ld l y I/ LI/ 1 �. I1' /. {, I� II Y •PH1•TAAm2 rlhArai � . h t i1 11 MAL t PER Pearl M (�+Ili �,; �l E1 / e TOP OF PAVED SURFACE j IT: I I P H A S E O N E 'SLOPED PER PLAN GRADES i I I:. 1-.(-1.I I 14924 TOP RDCK ELEV=s500 - , TJibumq Area i IIlii�1% DRYW'ELL 1,2,AND �CONTECH'C-45NW . . I :fF- i I .-..- ti 1I tft GEOTEXTILE OR EQUAL - , IM- INSTALLED AT SIDES& -1 L ...-, $` •I i K ELEV.- TOP(LAPPED ON TOP) _I J II DW i-59.00.N. 61.ao-S - PERFORATED PIPE-LAY PER PAW ELEV a HAS E T H R E El _ DW 2-59.50 N./61.00 S AwxDltm DW 3-59.80 N./61.80 S. w nibulaty Area 3 .I Q r T.VAWSER '2'TO 4"DRAINROCK NOTE; ry p .N T l L THROUGHOUT DRYWELL FIELD ADJUSTMENT OF DRYWELL LOCATION AS NEEDED MAY BE PERFORMED Approy nstructia 4 - - I' II. III "III III -III 'I °"""" I.VAWSER IF CONFLICTS ARE ENCOUNTERED,A MIN.OF'25'SEPAR477ON MUST - BEI TA EDEF�N WPOTABLE BY THE ENGINEER.Y ADJUSTMENTS MUST FIRST _ ._,•_�_ s 9 �,. I C= I � 1 I III III III `I DATE OCTOBER,2018 JAN222019 1 r Ul PHASE Twol I HI I I CATCH BASIN AND MANHOLES i0 BE INSTALLED PER CTIY STANDARDS. ., I = - I T,�T,,�,,Ana..1 111 AS SHOWN REws1n PER' -_ CHANGE ORDER - I__ I_ City.Engineerincg:Dept E i I _ IL �� I I 366-18 BASE 1::_ I I. x. .366-18 Es` = \ PH2-T*WyAm2 JOB SITE PLANS Plans must be on Job Site for all inspections 1.- 12"IRR --T- IRR _-,.-JRR -..IRR IRR _ 4RR RR �Sg / i I /SS..�•�^95- _:tz-as-�'f^_Sl- -S9_-- �i7680 - 3%6 _ _37T00 --JnGs I o (\ 5166 11 ..r'h? (;J' `� f/?I �'�' \510 Cam.. : qjlp . ''. 5%720-1. j 1'.2 - ._ ._ •_.- 5767 _ - _ -.- _ •,• ._-�-X.-.:._ _,� ._. ^'- O�� --37675 --:.i. -:= 77ab.a - 27-37680 6 V. �� '67 / 1>. •Mw y y.,;,..ti C4 I /. 71.941C p 3 '.71.0075W �' 1 ,ix�t~'.e1,a.�,;.iagc,,,,• `fit+ 1.i +ti 7 a+'k"w:t L 'a ;'a,9 '..,, Si+` MATCH �.in � W'� 'n y B201C �5.757TC - - 1- \ \ 68 t out III \ `6930LG 89.35FG )_ .�q a -� w 8..30Ly - - _� I 6 f;BO.AST 68 a 69.10TAI. '- Ii65.4 r IT g ---='�- '6740FG 68.40FG \ ?.�t,\ c „u \ \ _7 ,1 69.30 j SE/,.f 10__� - .� � IL--.-h-_� - 115.3 \ \ I \ 69.g(1 nnnnrin tl75.33'nnn _ 1 �dm y j � U� 65.00 , \ l 68.SOF'FE !S�/ ! `T� "mil 9 d -r -1� \ \ \ > 1 3/ y 9.50FFE 1 ..n 69.50F / ><r.11L7�I'I r--I I M 6.50FFE \ _ 6Z5 FE_. 6B.15i°pI //. \ .,1 1 i I PROPOSED TOP OF CURB •oaoDlC IXISIINGTOP OF ASPHALT •aD.Gow W M PROPOSED UP OF GUTTER •DID IXISTING TOP OF CONCRETE •00.Doc« -I. \ �:� W t / 1 \ / 69.40 I PROPOSED TOP OF ASPHALT •DBOOFA DOW FINISH FLOOR ELEV. •OD.Omk ',� 8&101A( .65TAI 69.15 \ 1 FG PROPOSED TOP OF SIDEWAY •ROAM- IXISTING TOP OF CURB •OO.00k .30:331 750TA I - .50TA I.,67.801A'\68,OOTAO \ QQ0 \ BB.16TA/ I l BB55TA I iA 69.45TA\\ 1 tl69.50TA 1 69.507A 69. PROPOSED TOP OF WYEL MOM Wi7C�y PROPOSED FINISHED GRADE .00.00FG PHASE 2.&3 GRADES ARE CONCEPTUAL& Ir \ iA/TSW .69.5 •'� "W. - I \ 'I PROPOSED FINISHED FLOOR ELEV.•O&OOFFE SUBJECT TO CHANGE WITH FURORE DESIGNDI 6g C82, 675 C 5750 67 C 1 6795LG U 68.4 G \\.' \ 1' J5LG .. `.� 05 I. D51\ \ FFE B. z 1 11 ;7 I I 1\I I c613 \ + l / / I° CB?I \ • \\ 1 ° a I I Sturm.Drain$ygm Nan Sbrnm Water Retwdon Calcularions } I I ,L- �F I \ I �I I K I I \ / I TRIBUTARY AREA is PHASE 1&2 OF INTERIOR AS SHOWN WITH A PORTION OF 47H AVE. 'IFFEI�1� \I\ I �5.70LC �I o Ir ��e� KEYED.NOTES: - INARY)�+\Il -.�l y lI\�ti. \\. I s �\ 1 I( �\ I \ 1 S. I 1 D1 LOCATION'AS SHOWN INSTALL MODIFIED VALLEY GUTTER PER DETAIL$HT C-6 SITE IMPERVIOUS:162,951 x 1.6112 x 0.95 +20,640 C.F. \ I I'' ( 1 1 1.'�" I 1 TO GRADES DEPICTED ON PLAN SITE LANDSCAPING:13,.186 x 1.8/12 x 0,25= +440 C.F. ty", U D2 LOCATION AS SHOWN INSTALL NO;1-(24ki65k6'DEEP)PER DETAIL RIGHT OF WAY IMPERVIOUS 4,606 x 1.6/12 x 0.95.= +583 C.F. } I l THIS SHEET. RIGHT OF.WAY LANDSCAPING:857 x 1.6/12 x 0.25= +29 C.F. I' 1. ;i h' / D3 LOCA77ON AS SHOWN INSTALL DRYWELL NO. I (16 XI65'x5.5'DEEP)PER DETAIL TOTAL RETENTION VOLUME REWIRED AREA 1 - 21,962 C.F. I: D1 I�. Di Di. 1 :,I I I THIS SHEET. TRIBUTARY AREA 1 VOLUME PROVIDED: I 1 \ I I- { 'k: I \ I:L L 1 I I 04 LOCATION AS.SHOWN INSTALL'ORYWELL NO. 1 (16'x165'x5'DEEP)PER DETAIL 11 7 DRYWELL 1:24'x 165'x 6.0'DEEP x 0.4D(V0IDS +9,504 C.F. \ _, I I = 1'. ( \ 31 a I ' / THIS SHEET. ORYWELL 2:16'x.165'x 5.$'DEEP x 0.40(VOIDS;_ +5,808 C.F. 13y I(_ �, ,L D5, LOCATION AS SHOWN INSTALL INLET CATCH'WIN PER ISPWC STD.DWG.SO-603 13p' j \ I -25.6'Y'I 7 1 I I I \ / \ ,. 1 o0 1 / I' / OR APPROVED E0.UPON SUBMITTAL•SEE CHART THIS.SHT "ELL J. 16'x 165'x 5.2'DEEP x 0.40(VOIDS):_ +5,491 C.F. ��II j\"•1 1 I )8. 1 69.75J ROCKSCAPE SWALE 1:80'.x-2'x V DEEP SWALE+BATTER +520 C.F. _p 1i. 'I I D6 LOCATIONAS SHOWN INSTALL 12"PVC STORM DRAIN TINE-SLOPE PER PLAN. WN 8 ".: 6B:to '{' A G:I�u4TCH( D7 LOCATION AS SHOWN INSTALL 12"PVC PERF.PIPE.TRANSITION FROM PERF ROCKSCAPE SWALE 2:'80'x 4'x 1'DEEP SWALE+BATTER= +'688 C. 8 w I''`"'� '\ II \I 34.6T I 's '� I JO`' ( I''3' I 1 I \ -13p' 3500' I 1 1 I - PIPE TO SOLID WALL PIPE(D6)2 INSIDE EDGE DRYWELL TOTAL RETENTION VOLUME PROVIDED AREA 1 _ 22,011 C.F "' \ \ �. -\ .I•®1 - ✓ Y/0. : D8 LOCATION AS SHOWN INSTALL 6'SCH. 40 PVC S'T0 M,DRAN OVERFLOW PIPE. ; _ TRIBUTARY AREA 2:PHASE 1&2 OF INTERIOR AS SHOWN WTIH A PORTION OF 4TH AVE D7 I I D7 L : �' I y�. _,.I - I .1 11 / D9 ,N�36438.33 E.37660.56 (SD-COIN INSTALL ®CB I 65,C8 IM7ERiPER ISPWC�.DWG. I I / - WE IMPERVIOUS.28,590 x 1.6/12 x 0.95= � +'3,621 C.F. r i I I / 010 LOCATION AS SHOWN INSTALL 12'DEEP ROCK-SCAPE SWALE i(8O'x2'xi'DEEP) SITE LANDSCAPING:6,939 x 1.6/12 x 0.25= +231 C.F. '.: .''erg, �;, '. I. 1 l / /. 0i1 LOCATION AS SHOWN 'INSTALL 18'DEEP TEMPORARY REiENRON BASIN W/4:1 RIGHT OF WAY IMPERVIOUS.9 6 1.6/12 z 0.95= +1,225 C.F. ., I I I" 1 I j' -i; I I - r I J�I , I SIDE SLCPES(205x10x1.5 DEEP®BOTTOM.OF BASIN). RIGHT OF WAY LANDSCAPING: 87 x 1.6/11 x0.25= : +6 C.F. D12 LOCATION AS SHOWN INSTALL SWALE i0 TEMPORARY RETENTION BASIN. TOTAL RETENTION VOLUME REQUIRED AREA 1 = 5,083 C.F. WWW O _ _ \ilk 5•�{�I A' I I I -- "' f I.' DAL 1` I : I I I`, ( I 1 ` '.I I I �/. D13 N 38438.30 E 37639.06 INSTALL 24'111 TEMPORARY CMP STANDPIPE OUTLET TRIBUTARY AREA 2 VOLUME PROVIDED:: \ p6l _ N0,1'I M III 4 ( / I' I STRUCTURE W/GRATED.LID TOP'=63.50 /INV.=61.50. TEMPORARY BASIN:205'x 10 x.1.5'DEEP BOTTOM OF BASIN - _' '7pZ(.T7 CC,1,11 II;/ 64.5 \. 1�I I" 1 I � I I \I a y ,r D14 LOCATION AS SHOWN INSTAL 12"DEEP ROCK-$CAPE SWALE:2 80'x4'xi'DEEP 4,774 SF-'2,050 SF (f.5'DEEP/.2(B)ATTER +3.075 C.F. ,�70rA 11 I 11ID2.60 w T I!" I I I I: I r / �, ( ) )_ +z,oa3 C. r\\ ®j I { 1 / I \ D15 LOCATION AS SHOWN FUTURE INLET STRUCTURE&RETENTION(TO BE DESIGNED& TOTAL RETENTION VOLUME PROVIDED AREA 2= 5,118 C.F. CONSTRUCTED IN PHASE 3(RETENTION 0 NW INTERSECTION). e= I +l l 7 .I 'B50�0�7 C87 "'O 6. F T -.� ` i n d 70.00 CATCH BASIN CHART; AREA 84SIN IS TEMPORARY AND WILL BE RECONFIGURED AND RECALCULATED UPON 500 _ J J 6.00 \ -J 7 -J �• ,4 9 � FG - DEVELOPMENT PUNS SUBMITTAL FOR PHASE 3 IMPROVEMENTS. 'b 1 „I' D6 I T / 9.110TA�6950i I MATCH. _ 1 ie. T\I. I I �� 6.45LG D6 66.6 ..-L__�ZQDb1.. • /67. po 1... 876OL / / 'CBI N38586.08 •.E 37845.64 RIM a&..=67.36'S.INV. .63.25 '.J__�/1 I I .. _ :,v.. ...�t .�.,vq'. ':�•,'g, 168.OLD I T I 70. I 3 CB2 N 38585,99 E 37775.63 RIM ELEV.=66.91 S.INV. 63.25 } 5$ ... ` q3 •V 671111ra fil \, D5 CB6 j CBS Of CB4 l I 1 01 I I. { I CB3 N38585,89 E 3770Z97 RIM ELEV=66.76 S INV =62.50 �+ D5 - 87,W. aW / M 004 N 38403.75.E 37845.88 RIM ELEV.=67.06 N.INV. =63.00 W.INV.=63.00 ••{66.7516 /�t66.75LG - �T 6735LG 1 I_- _I_.-,. P,�`�Z65LG� :-- ! �•`•T p ( 1 f C85. N.38403.65 E 37775.88 RIM ELEV=66.56 N.INV. 83.00E DO NOT SCALE DRAWINGS /67.00ia 616.2GLG I 1 t r 6725F i i r 6 75FFE/ ll �25FFE768.7 FE '.I x' I I Q COO N 36403.56 E 3770&22 RIM ELEV. 66.41 N.&E IMV: =62.50 W.INV...,=65.00 1 I"�. / ':.1 I CONTRACTOR SHALL VERIFY ALL I CONDITIONS AND DIMENSIONS AT NTHE JOB SITE AND NOTIFY THE / II6�OTA I I I I ': 1 I }I�11�} / '/ ''$174 / Of \ I ENGINEER OF ANY DIMENSIONAL I I i / I H I I ,," / / I I' I CREPANERRORSCIES BEFORE BEGINNING 67.25TA/TG 8 6B. G OOTI OMISSIONS,OR DIS- J0'�' 2 MATCH OR FABRICATING ANY WORK. / 1�..� ' r--/ L 1 4 I I A I 11 11 / I / I II I^ taty Area Map: W l I 1 I /I / l / r l b 1 nta RE II C' 6775FG / I i/I I/ I I I 1 / 1. 1 6s.7�Ta 7T.7 G RLVD.PER cm REVIEW 1-6-'Is l j __F_ to I. I I I / 1 IW 1 -- MATCH Tg ' 1' I i V I PH/Af(, /, T I I .I 5 a 70. I 67.50TA/ I I }Q �I / i e110 p �. •�. ! 715T1V ,;�� I- / ( p I / A l I F� 12"IR IRR RIBM- ---•'a'- l \ I ^� s li -� ./ I I / I /I I I ^dl I / I / /I / J t / 1 f I. I 17. .PH i•T,ih Ala 2 Trt AnM 1 Approved f ction. TflTff AN 10 20IR. `I I Li 11 w. -- L Q ry11 . - e\ NAy� PER PLAN ;itynineering.Dept, i �I� l III N, l °14S TOP of PAVED SURFACE i�j�r_ j i �I PHASE 0 N E 1 n 924 SLOPED PER PLAN GRADES " III- ( P Ti.'iburary Afa 1 1 2•Ih A, 'CONIECH'C-45NW Mr"1 C i-F I I I A.-OF\OP�QJ� GEOTEXIILE OR EQUALALLIED AT S1064 •• O \0 (LAPPED III IDID ON DW 1=59.00 OW 2=59.50 ` OW 3-59.80 PERFORATED PIPE-LAY PER PUN ELEV. ! P 7, $ 3 E Ei - „ wy Ana 2'TO 4'DRNNROCK W i fl11 - I.VAWSER THROUGHOUT DRYWELL NOTE FIELD ADJUSTMENT OF DRYWELL LOCATION AS NEEDED MAY BE PERFORMED 1 f. r_ I, III III I III I I;ll I III 'I "'•"" I.VAWSER - IF CONFLICTS ARE ENCOUNTERED.A MIN.OF 25'SEPARADON MUST BE1 - 1 l 11' II { ue_uIiANEA FROM PoTABLE WATER MANS ANv ADJUSTMENTS MUST FlRS7 S i I' t-..I i III III III I I i ore OCTOBER,2018 I 1 I BE APPROVED IN WRITING BY THE ENGINEER.. l II 1 1 r.... i 1 III PHASE TW01 I I I CATCH BASIN AND MANHOLES TO BE INSTALLED PER CITY STANDARDS. II i1T I,AM.1 III 'I AS SHOWN I JJ IF I .i I ILL_JLIL�=JLL�11 I 1 "` 366-1884SE Drywell Detail • . I F I L_-----------' I I �o mta 366-18 f PH 2"Tdheq Am 2 DHP. C - 3 JOB SITE PLANS Plans must be on Job Site for all inspections RECEIVED FEB 0 8 2019 ENGIGINEE IRNO DEPT m3 Change Order # 2 Alignment Change At East Boundary N a Z Sta. 15+38.05 To End 0 ¢�� S �w. ��8 Tn5 � � ? aX � z • �� '-:v �. o_� R' GKNt� 0 25 50 100 .+1 .scale TII Fect EQUATI(NdSTARON �-1 STA.23+26.75 EASTIAND DRIVE_ i `4i d ° S z ,..w c x c'S C. g 1 z.. STA 10+00:004THAVENUE.EAST. I�' `� •8rn m"^>> r.1FR5 1 11 QR ao 0 �'6; Ong a �; o a WI�ol n. ,Yj o2 Kmm J c0 tq1 ��o-II I .o �U. I� � '3V I '� 1.1 a le Iliai 8 Z MI^ ,p a a Approve ruction} FO 12'IRR 12'IRR I R RR IRR IRR V S S SS SS IRSS 'ss S / 1e1^� n 1z I I _ Is — 1 I 15 to 17 q. FEB 12 2019 w o — °� � <, 24 D W N J ° ,.,N,° City Engineering kept a laa' ADD.R/W DEDICATION eac F� PER CITY NALg,�, I��WI If 14924 a I I �218►tvC�� a �iyo+,e APPR of OVED E%wRwae .__l R — DES- T. VAWSER e ena.,e I DRAW T. VAWSER 5:1 CURB TAPER ASPHALT TAPER NOTES:ALL WATER MAIN(INCLUDING LOOP) DAre TO BE INSTALLED IN PHASE 1. OCT.,2018 95+38.05 TO 16+00.00 TIE INTO EXIST. CONTRACTOR SHALL SUBMIT A TRAFFIC SCA E PHASE 3:INSTALL STD. CURB, GUTTER, 3 6'DETACHED SIDEWALK RL PHASE 1:INSTALL STD. CURB, GUTTER,3 6'DETACHED SIDEWALK RT. WITH ASPHALT CONTROL PLAN&SCHEDULE TO THE AS SHOWN WITH ASPHALT ROADWAY AS SHOWN WITH APPROACHES WHERE SHOWN. ROADWAY AS SHOWN WITH APPROACHES WHERE SHOWN. CITY ENGINEER FOR APPROVAL PRIOR Dxa Ra TO COMMENCING ROADWAY CONST. 366-18BASE a cs W REVISED DER CITY REVI W 1-8—'19 m R _ REVISED ROADWAY TAPIR 1-7—'19 :... :... :... : : ce... c3N.. ,^n m N... .. od + ,.:...m ..m la mQ :... .... 8 + + + ^� S WSW 3770 3770 EDGE OF EXIST. +1 52%RT. ASPH LT-RT.. :.. .. ... T P OF CURB_ U. ..... 3765 100'V.C. QS TER(NO XING 3765 WA ER(NO XING) E AST:8 SAN.Si +1.70%RT. 3760 E%AST.IS" D,x 3760 EXIST.ST. fl 1.1WATER(NO XIN : zlsx DR.XING :. : :... WATE q'XING ZI u oOX 3755 t�fx 3755 :... EXIST.8"SAN..SEWER. : ... :... :... :... 3750 3750 za tj z , cc �F I II I d 11 I II I 11. H W — 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 C - 4 JOB SITE PLANS Plans must be on Job Site for all inspections Uw o� tS N � w3 d � � •tee �ism 3 � �2 tk lip 1 tWn Y ao o C 10015 q 6 m 29 131AY b Gzni See1e In Feet w 3 aMUA'DON STATION - STA 23+26.75 EISAMD DRNE � STA.10+0100.4TH AVENUE FAST m d �c5xa .y'o°p �r�O -..t Fn'�' Q ~� � W n: 3 11! wit d a, FO S 72"IRR 29RR 1 R IRR IRR SS IRR SS SS SS i' 4 �G s T „ 12 I I a ' I 15 Is 17 w `� IdC ADD.R/N OEDICATNIN K < , names O -A PTU I —r a y lJ I � i ii n 149 ism i I Ir- 24 j Ir A-1 I I alr W p�r'(H��15�v AIPR— s�oee I I I _,, I IC 1 I LI , —I E. TH�O otsoR T.VAWSER sv._nw.le II I. I NI.1 I oenvm T.VAWSER NOTES:ALL WATER MAIN(INCLUDING LOOP) TO BE INSTALLED IN PHASE 1. OCT.,2018 CONTRACTOR SHALL SUBMIT A TRAFFIC scu AS SHOWN PHASE 3:INSTALL STD. CURB, GUTTER, &6'DETACHED SIDEWALK RT,. PHASE is INSTALL STD. CURB, GUTTER,&6'DETACHED SIDEWALK RT.WITH ASPHALT CONTROL PLAN&SCHEDULE TO THE WITH ASPHALT ROADWAY AS SHOWN WITH APPROACHES WHERE SHOW N.1 ROADWAY AS SHOWN WITH APPROACHES WHERE SHOWN.' CITY ENGINEER FOR APPROVAL PRIOR oxn Ra TO COMMENCING ROADWAY CONST. 366-186ASE n REVISED PER CITY REVI W 1-8-19 _ .�$:.... .�N :.h y N n n r ..ro .O Obi 3770 e �, u e 3770 EDGE OF +1.52%RT. ASM LT.. 3765 : 1le V:C. OS- TER(NO XING 3765 ..: WA (No xING)..: +2;tox Ri• 3760 +130% • �(IST..B.SANS NX 3760 WATER(NDM ST O X 22gy :... WA XINGZI 3755 3755 EXIST,B.SAN.SEWER fox . 3750 3750 : re Approved� ' ction _- 1A Q 2019 j Cif; n i Bering T al 10+00 11+00 12 0 13+00 14+00 15+00 : 16+00 17+00 C _ 4 JOB SITE PLANS Plans must be on Job Site for all inspections � od N� �a M ay S22 a 0 u so too 19, Scale In Feet W � Rg EDUARON sTA1roN N c STA.23+26.75 FiLSTLWD DRNE f0+00.00 4TH AVENUE FAST V�P! ��' mil NRl $ NVS N0 N 11I N O M M M W M a w Arc 00'04 43 W 84.. �. q °.ac ftinmc uxsGrm amrtwx exca - m OF WIN FAL1,5 - —— —— L. -,On--scwsn 1m �.g0oNk 'U fy g-�� - - ---- /r-- T T 1-(-I-r`1 I I -I� I-1I-1-1-I-f" -1 I QI� ' �ie 3 9N L I1 17 1 1 1l l I lu 1 1 I I'I i �� 14924 [- � M, �p I I I"' I' II I� O uy1lglvlq c ti �waoem DMM T. VAWSER on M T. VAWSER NOTES,ALL WATER MAIN(INCLUDING LOOP) D— TO BE INSTALLED IN PHASE 1. OCT.,2018 CONTRACTOR SHALL SUBMIT A TRAFFIC scuE AS SHOWN PHASE J. INSTALL STD. CURB, GUTTER k 6'DETACHED SIDEWALK RT. WITH ASPHALT ROADWAY AS SHOWN CONTROL PLAN A SCHEDULE TO THE CITY ENGINEER FOR APPROVAL PRI D1 ea OR 366-18BASE WITH AP ROACHES WHERE SHOWN. TO COMMENCING ROADWAY CONST. REVISED ER CITY REVIEW 1-8-19 C O 3770 a 3770 —0. 1%RE TOP OF EX :. .. ... .'.. —0.98X RT. :..ASPHAL ... ... 3765 3765 ...:. : ,EXIST.8"S4N:SEWER TOP OF C RB-RT. 0 —WATER CROSSING. 3760 3760 ... B"SAN,S - EXIST. IRRIG. .. Q CROSSING WATER -3755 3755 _is 3750 2. 3750 Ap rove Prueti�I — e _ - JAN 10 7 19 City n y glneellwg kept W +� - 17+00 18+00 19+00 20+0 21+00 22+00 23+00 C . 5 JOB SITE PLANS Plans must be on Job Site for all inspections f �39' o'�o SLOPE PER PLAN GRADES 24' 2' 5' 6' IXlSi.EDGE OF ASPHALT VARIES-SEE PLAN fq �PARIBNG i 0"X 1 6 X0080 ALUMINUM HANDICAP SAWCUT AT VERTICAL CURB&GUTTER PARKING SIGN SIGN TO READ.*RESERVED - .EDGE&PAiIXISROLLEO o 3 CH TO __ VARIES PER CTF iFSD-701 a,g RKING"WITH IDENTIFICATION SYMBOL AND NEW LIP OF GUTTER N F fk+ ACCESSIBLE"WHERE APPLICABLE ..BOLT TO STEEL TUBEWITFI 1/2"CADMIUM - --- �iPLATED BOLTS,NUTS,AND WASHERS. - . a $ '� ,N 7- 112�',PAVEWENTAVEMENT-SUPERPAVE HMA oo w rc Tn B2 1/2`- 1/2•PAVEMENT-SUPERPAVE HAM 6" •GRAVEL UNDERI BASE COURS COMP. C11R8 COMPACTED TO A MIN.X 2"X.18El"STEEL TUBE-EXTEND INTO - 20 1 2"'-314•TYPE 1 BASE C URSE COMB o w o �. - MAX.DENSITY - OF 95X MAX.DENSITY - °" CONC.FlLLEDPIPE 2'-0". - TO A MIN.OF 95X MAX.DENSRY '�aACTED TO A MIN. NAIVE SOIL COMPACTED`i A MIN. 9 °� OF 95%MAX."DENSITY` - �4"THICK CONCRETE SIDEWALK WITH 2" OF 95%MAX.DENSITY U 0 395X GRAVEL MAX.DENSIIY(REE:CTF STD DWGALK TED�-�9) OF NOTE:PATCHBACK WILL REQUIRE EXTENSION OF NEW ROADWAY ( ) z o SECTION BEYOND CENTERLINE IN SOME LOCATIONS "u7 IN. GRADE a Typical Pavement Section - Phase 1 Typical Sweet Cross Section Or z IUA 4TH Avenue East nu d, 12"DIAMETER CONCRETE BASE _ N SLOPE PER PLAN GRADES £ NOTE SIGN MAY BE MOUNTED TO BUILDING - 46' N WHERE CLEARANCE IS AN ISSUE. ffml= - R/W 31' 2' 5' 6' �, } ,S'•' �/ \, VERTICAL CURB&o 'GU I) Accessible Patki l Sign VARIES PER CTF TFSO-CURB 01 ncs - 12"--3 4"TYPE.i BASE COURSE COMB - ------ TO A MIN.OF 95%MAX.DENSITY '-------ROLLED EXIST.EDGE.OF ASPHALT-SAWCUT A7 ROLLED - INATIVESOIL COMPACTED i0 A MIN: - EDGE k PATCH BACK TO NEW LIP OF GUTTER - - V OF 95X MAX.DENSITY - 3"-:1/2•.PAVEMENT-SUPERPAVE HMA 6_-3 4•GRAVEL UNDER' .Y1 23'-3 4"TYPE 1 BASE COURSE COMP. CURB COMPACTED TO AMIN. I p4p°WIDE STRIPING. Typ,�l Gravel Section ° Am 1 TO A MIN.OF 95%MAX.DENSITY OF 95%MAX DENSITY 2/o SLOPE MAX TRNAFFI 2 LLOW. 1 - OF 5%MAX.DENSITY i0 A MIN. BASE GRAVEL UNDER.SIDEWALK COMPACTED 10 A MIN. OF 0 4"THICK CONCRETE SIDEWALK WITH 2'-3 4"TYPE 1 4'-0• 95X MAX.DENSITY:(REF:CTF STD DWG.TFSO-709) .� a OF STALL z'-o• t-0• Typical Street Cross Section o 11 3'-0" 1-B" Y-B• 3'-0• 1/2" P Eastland Dtive ats c 2 COATS BLUE � •—r- rz, t 3• 1O NO.4 REBAR -0` 2"-3/4`COMPACTED GRAVEL 3°WIDEPAINTED STRIPES. 4` NOTES;PLACE EXPANSION MATERIAL IN VALLEY'GUTTER AT 20'INTERVALS. DO NOT SCALE DRAWINGS PAINT 2 COATS WHITE - ALL CONCRETE i0 BE 4,000 PSI(28 DAYS). -BEAD EFLECTIVE PAINT CONTRACTOR SHALL VERIFY ALL MODIFIED GUTTER FOR INTERIOR TO DEVELOPMENT ONLY.FOR D ALIGN WITH END IN RIGHT OF WAY i0 CONFORM TO CITY STD.DWG.TFSD-708. THE CON ITIONS AND DIMENSIONS AT DOB SITE AND NOTIFY THE ENGINEE OF ANY OF STALL STRIPING ERRORS,OMISSIONS,ORNAL DIS- CREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. Painted:Accessible Parking Modified Valley Gutaer Section WA nu DE ' I 1/2'RADIUS PAVING 5510NAL f 4Q�� " N NcyF10 4 BAR CONTINUOUS N 14924 TOP AND BOTTOM- C mrU°I(z,i`T o NOTES: 1.PROVIDE EXPANSION JOINTS AT 25'D.C.MAX.AND AT CURVES,TANGENTS,AND CORNERS. - - 2.BASE OF CURB TO REST ON COMPACTED FILL. - nn i ^®� I.VAWSER 3..SACK FINISH EXPOSED SURFACES. - - Approy trrJctlor, 4.RUN BARS CONTINUOUS �TH_R`U_.EXPANSION JOINTS. i VAWSFR Stan&Qp Curb Detail n.ts BAN 10 MIS °" OCTOBER,2018 .r. AS SHOWN ,, �Ityuinerin 30-18 BASE C - 6 JOB SITE PLANS Plans must be on Job Site for all inspections � a m Locaud A Po 'on of 3 y v SW 4 SW 4,Section 14 G u11D ems' AP ro " is FOUND SM c , 11W055 Township 14 Sou `Range 17 East. � a� �.. C.P.�sstz-o21425� '�p� �g x z `2 Boise M 'dian Q� I I NMH & W l 1a W ti� Twin Falls C unty,Idaho ^E I MI n 20 g ( i n 0 30 60 120 -6o d co �o N ' SCALE IN FEET (� M5 a" -___ ..,—.��. .ice ,. " S89'08'23"E 2604.26' a - I 4TH I -- - - - -- ------------------ Z - AVENUE I / S89'O8'23"E 624.33' .�. EAST ( I� m slhnNGown N S89'08'23"E I / I / FOWro 5/8'REBMR .:. o AND CAP,ILLEGIBLE y1' _ - g GP../1994-010671 I al z 23 law f018915� _ u l rrsol c q C.P.121105-�0114701 -rn .. W. LegendAID o g N A N SURVEY BOUNDARY LINE ,. T l 8.30 AC SECTION LINE — W po a 4-4 c w aJ bE QUARTER:SECTION LINE — — — — .. 0. W SIXTEENTH SECTION LINE' —-—-—-— b Q z of ADJACENT PROPERTY LINE ---------- 0 fYr 11.4 U A . m CALCULATED POINT(NOT SET) DO NOT SCALE DRAWINGS . - FOUND BRASS CAP 0 1-1 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE . - FOUND 5/0.RE13AR (AS NOTED). 0 ENGINEER OF ANY DIMENSIONAL .. - ERRORS,OMISSIONS,OR DIS- - FOUND 1/2"REBAR.(AS NOTED) O OR FABRICATING BEFORE BEGINNING � OR FABRICATING ANY WORK. SET 5/8'x 24"REBAR gas &CAP - LS 10110 III FOUND 1/2"REBAR - REPLACED . WITH 5/8"x 24"RESAR O - &CAP - LS 10110 Survey References Deed References (1)TWIN FALLS CEMETERY #WN91 2 04736 NORTH ADDITION 70 #475899 S89"55 1 623.35' O #1991-005693 TWIN FALLS CEMETERY - I 1490173 NI (3) ROYAL CREST l - a)- SUBDIVISION#629802 eoe N0 2;3 18 M fO (4) 781526 h �S�oNAL1ANayo - : - � (5)/1998-014389 FOM OM CAP �. ,�GISTEgFO 9� (6)/2000-003429 C.P. 2OD5-OD4702 S, o I, CHRISTOPHER S. MISON DO HEREBY CERTIFY THAT THIS "� TWIN FALLS COUNTY ownruGISH 151 14 10110 p PLAT IS A TRUE AN ACCURATE MAP OF THE LAND SURVEYED 81 P ^de ^" y s,8-616 o UNDER MY SUPERNN ION AND DIRECTION AND IN EWA ENGWEERS ° AM 2018 aa� 22 z3 sT"YTE OF 1oP �y CONFORMANCE WITH THE REQUIREMENTS OF THE:STATE OF 3:01:46 PM 08-08-2018 m„E A.shorn DPHER$ �P� IDAHO CODE TITLE 5, CHAPTER 19. Na.�0a:I Fee:s S.00 Y 233-18 CNK I.YMBSER KMT1NAGLASCOCK - ow .. CoMatycl..k l OF 1 "" T.VAWSER Deputy:SHUNTER " OCTOBER,2018 AS SHOWN ro ruc 366-18ROS N° 366-18 C - 7 JOB SITE PLANS Plans must be on Job Site for all inspections ISSUE DATE DRAWING INDEX PROJECT INFORMATION RETMARCH 26,2019 REVV ISEDISED S SET:APRIL 26,2019 CS COVER SHEET BUILDING CODES: Twin Falls Building Code A0.1 CODE ANALYSIS International Energy Conservation Code,2015 A1.0 PHASING PLAN International Building Code,2015 A1.1 SITE PLAN International Residential Code,2012 A1.2 ROOF PLAN International Fire Code,2015 National Electrical Code,2017 A2.0 BUILDING FLOOR PLANS Idaho State Plumbing Code,2017 A2.1 BUILDING A&G ENLARGED PLAN A2.2 International Mechanical Code,2012 I I 0 BUILDING B ENLARGED PLAN A2.3 BUILDING C&D ENLARGED PLAN Accessible and Usable Buildings and Facilities,2009 ICC Q A2.4 BUILDING E&F ENLARGED PLAN A117.1-2009 O 0 A2.5 BUILDING H ENLARGED PLAN A2.6 ENLARGED OFFICE&RES.PLAN PROJECT ADDRESS: 240 Eastland Drive,Twin Falls, Idaho A5.0 EXTERIOR ELEVATIONS LEGAL ADDRESS: TWIN FALLS ACRES INSIDE, bv4 a� A6.0 BUILDING SECTIONS PARCEL 1 OF TAX#1252 SW SW Q A6.1 BUILDING SECTIONS O A6.2 WALL SECTIONS ZONING: C-1,COMMERCIAL HIGHWAY A6.3 ARCHITECTURAL DETAILS �❑ A7.0 WINDOW AND DOOR SCHEDULELd S1.0 STRUCTURAL SPECIFICATIONS CONTACTS r S2.0 FOUNDATION PLAN FEE] ❑0❑ j � S3.0 FRAMING PLAN �y S4.0 ROOF FRAMING PLAN Owner: Summit Creek Capital L L. D1.0 FOUNDATION DETAILS 491 N Main St.#200A O "txD2.0 FRAMING DETAILS Ketchum,ID 83340 000 208.471.4940 telephone CIVIL DRAWINGS C1.0 COVER SHEET Architectural Engineer: Craig Maxwell P.E. Q C2.0 OVERALL MASTER&UTILITY PLAN Maxwell Structural Design Studio 0 C3.0 PHASE ONE DEVELOPMENT PLAN P.O.Box 1911,Sun Valley, ID 83353 C4.0 FOURTH AVENUE EAST < C5.0 EASTLAND DRIVE 208.721.2171 telephone - ABBREVIATIONS SYMBOLS C7.0 MISC.DETAILS Craig@maxwellsds.com U) RECORD OF SURVEY d ELECTRICAL DRAWINGS Civil: EHM Engineers & AND GALV GALVANIZED --- GRIDLINE 621 N.College Rd,Suite 100 @ AT GWB GYPSUM WALL BOARD E0.0 ELECTRICAL COVER SHEET Twin Falls,ID 83340 �] CL CENTERLINE HC HOLLOWCORE XXX E0.1 ELECTRICAL SPECIFICATIONS 0DIAMETER HR HOUR DOOR TAG E0.2 ELECTRICAL COMPLIANCE FORMS 208.734.4888 telephone AB ANCHOR BOLT HT HEIGHT E1.0 ELECTRICAL SITE PLAN tvawser@ehminc.com ACT ACOUSTIC CEILING TILE INCL INCLUDE OX WINDOW TYPE E2.1L OFFICE LIGHTING PLANS ABV ABOVE INSUL INSULATED OR INSULATION E2.1P OFFICE POWER PLANS AD AREA DRAIN INT INTERIOR E2.2 BUILDING"A"LIGHTING&POWER PLAN Structural: Forge Building Company ADDL ADDITIONAL MAX MAXIMUM 1 SECTION MARK E2.3 BUILDING"G"LIGHTING&POWER PLAN AFF ABOVE FINISHED FLOOR MECH MECHANICAL A53 E2.4 BUILDING"D"LIGHTING&POWER PLAN 348 W.Parkcenter Blvd. ALUM ALUMINUM MIN MINIMUM E3.0 PANEL SCHEDULES Boise, ID 83706 ALT ALTERNATE MTL METAL x PARTITION TYPE E4.0 ELECTRICAL DETAILS 208.629.2945 telephone ANOD ANODIZED N NORTH fbc@forgebuildings.com APPDX APPROXIMATE NIC NOT IN CONTRACT ELEVATION MECHANICAL DRAWINGS q ARCH ARCHITECTURAL NO NUMBER 7 BLDG BUILDING NOM NOMINAL M0.0 HVAC COVER SHEET BOT BOTTOM OC ON CENTER DATUM/SPOT ELEVATION M0.1 HVAC OSA CALCULATIONS MEP: DC Engineering BTW BETWEEN OH OVERHANG YYYY M0.2 ENERGY COMPLIANCE REPORT 440 E Corporate Dr#103, BYND BEYOND PCC PRE-CAST CONCRETE KEYNOTE M0.3 ENERGY COMPLIANCE REPORT Meridian, ID 83642. Q CIP CAST IN PLACE PL PROPERTY LINE M2.1 HVAC BUILDING A FLOOR PLAN CJ CONTOL JOINT PT PRESSURE TREATED M2.2 HVAC OFFICE/RESIDENCE FLOOR PLANS 208.288.2181 telephone o CLG CEILING PVMT PAVEMENT _1 MATERIAL KEYNOTE M2.3 HVAC BUILDING G FLOOR PLAN CLR CLEAR QTY QUANTITY M3.0 HVAC SHEDULES CMU CONCRETE MASONRY UNIT RAD RADIUS M4.0 HVAC DETAILS E COL COLUMN RD ROOF DRAIN �� BREAK CONIC CONCRETE REF REFERENCE PLUMBING DRAWINGS PROJECT LOCATION Y CONT CONTINUOUS RES RESIDENTIAL CENTERLINE CPL CEMENT PLASTER REV REVISION P0.0 PLUMBING COVER SHEET CPT CARPET REQ'D REQUIRED P0.1 PLUMBING CALCULATIONS �. ?m' CT CERAMIC TILE RFG ROOFING ■ ■ ■ ■ ■ ■ MATCHLINE P2.1 PLUMBING WASTE&VENT-OFFICE/RESIDENCE 3 DEL DOUBLE RM ROOM P2.2 PLUMBING WATER&GAS-OFFICE/RESIDENCE 1 ~ N DIA DIAMETER S SOUTH P2.3 PLUMBING WATER&GAS-BLDG G _ A� a E DIM DIMENSION SCH SCHEDULE P3.0 PLUMBING SCHEDULES HARMON PARK # DINDOWN SECT SECTION P4.0 PLUMBING DETAILS 3� a CONSTRUCTION NOTES: VERA c o•LEARY DR DOOR SIM SIMILAR MIDDLE SCHOOL DTL DETAIL SPEC SPECIFIED OR SPECIFICATION STRUCTURAL DRAWINGS `aw DWG DRAWING SPK SPRINKLER 'DRAWINGS INDICATE DIMENSIONS,LOCATIONS, REFERENCES AND ITYP.CAL DETAILS E CONSTRUCTION. E EAST SO SQUARE EASTLAND STORAGE BUILDING A SET ___ __ EA EACH STD STANDARD WORK NOT SPECIFICALLY DETAILED SHALL BE OF EASTLAND STORAGE BUILDING B SET • CONSTRUCTION SIMILAR TO DETAILED AREAS. EJ EXPANSION JOINT STL STEEL EASTLAND STORAGE BUILDING C SET ELEV ELEVATION STIR STRUCTURAL ' EASTLAND STORAGE BUILDING D SET ELEC ELECTRICAL T/O TOP OF LARGER SCALE&DETAILED DRAWINGS TAKE PRECEDENCE OVER SMALLER DRAWINGS EASTLAND STORAGE BUILDING E SET L------ EQ EQUAL TOC TOP OF CONCRETE EASTLAND STORAGE BUILDING F SET EQUIP EQUIPMENT TOW TOP OF WALL EASTLAND STORAGE BUILDING G SET THEcory eNT sn NG HE EXIST EXISTING UNF UNFINISHED ALL WOOD BLOCKING WITHIN FIRE RATED WALLS TO EASTLAND STORAGE BUILDING H SET ExcEcsrveeno_Zfl srnucniw.n Fs�nex reneanEcorva�cHr BE FIRE RETARDANT TREATED - raoTecren uiv EXT EXTERIOR TYP TYPICAL _ uws.nv cnavmon zen FA FIRE ALARM VB VAPOR BARRIER KIMBERLY RD. nEvxonurno w�cs 'ALL CONSTRUCTION WORK TO COMPLY WITH LOCAL - -, v°xomerrEn wn Ewox wwnEry FD FLOOR DRAIN VERT VERTICAL AND STATE CODES,REGULATIONS AND LAWS It shall be the responsibility of the general contractor to insure that all deferred orvsE HxMnx s nuc cwu FEC FIRE EXTINGUISHER CABINET VIF VERIFY IN FIELD submittals required b the fire department have been approved b the state prior to n SCNs no.ru Q Y p pp Y P 1� FIXT FIXTURE W WEST the installation of a fire alarm and/or fire sprinkler system.It shall also be the SUNSET MEMORIA FLR FLOOR W/ WITH responsibility of the general contractor to verify that all appropriate testing and/or PARK FO FACE OF WC WATER CLOSET inspections have been performed before covering or calling for a final inspection FOC FACE OF CONCRETE WD WOOD FOF FACE OF FINISH WH WATER HEATER FIN FINISH WIN WINDOW VICINITY MAP FND FOUNDATION W/O WITHOUT GA GAUGE WRB WEATHER RESISTIVE BARRIER JO SITZ ap Pla s musJob Site ISSUE DATE BLDG A (R-2) MECHANICALLY CODE SUMMARY PERMIT SET:MARCH 08,2019 BLn/'� /� �� PROVIDE 242 CFM OF REVISED SET:APRIL 26,2019 ' /�� /��-�-T-- - OUTSIDE AIR IN THIS PROJECT DESCRIPTION:THE PROPOSED DEVELOPMENT IS A 3 PHASE PARCEL ___�___--_`_,_�_—_�_ BUILDING OR PROVIDE DEVELOPMENT,PHASE 1 WILL CONSIST OF A NEW COMMERCIAL STORAGE NGS FOR FACILRANGITY THAT WILL CONSIST OF 8 BUILDINGS WITH VARIOUS STORAGE UNITS BUILDING A S-1 NATURAL VENITILATION BUILDING G (S-1) LIVEM RKR M 25 RESIDENCE E AND OFFICE E ILL ALSO BE INCLUDED. SITE ( ) I I I I LIVENVORK RESIDENCE AND OFFICE WILL ALSO BE INCLUDED. CODE REFERENCED,ALL DESIGN&CONSTRUCTION SHALL CONFORM WI: I' '______ _HA-ve--Ts 75• TWIN FALLS BUILDING CODE _ - ;-; - — - - - - - - — - -- -- - - - - - -- INTERNATIONAL ENERGY CONSERVATION CODE,2015 . _ L._ ® TRAVERL101-RR - __ INTERNATIONAL BUILDING CODE,2015 ---I, -----=Ivei wsT.n• -- ----- `--'----`--.----L--'----`-- --------------- -------L--'-----_------_-------------J 12 I T ___ I it ',I, • s - - i - - - -I INTERNATIONAL RESIDENTIAL CODE,20 15 • _f J —_— - __ ; - l INTERNATIONAL FIRE CODE,,20 - _ _ __ ___ _ _ _ _ I I I I � - NATIONAL ELECTRICAL CODE,2017 L--El-' IDAHO STATE PLUMBING CODE,2017 r('� 0 -1 =--- - f 1 I I) f 1 I --- '• ---- - - f----- l f------1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, 091CC A117.1 2009 �1 INTERNATIONAL MECHANICAL CODE,2012 'f 1f -1f 1f 1 -- - ----- II •I 20 - 7 Imo-•. Q ® LEVELIAL N�� FIRE RESISTANCE REQUIREMENTS: O 0 L____________J O STEP INTO EXTERIOR BEARING WALLS:0-HR RATING 3-HR FIRE BA BIER LEVEL 01-OFFICE STORAGE SEPARATION DIST.<5'=2-HR RATING _ PROVIDE 3 HR.FIRE NO STEP INTO UNITS. PROVIDE 3 HR.FIRE SEPARATION DIST.5sXs10=1-HRRATING I-^ co BARRIER HERE&3 STORAGE LIVE/WORK (B 1 R-2) BARRIER HERE �y HR.FIRE DOOR. UNITS. BETWEEN G&H. BUILDING AREAS Jj Q BUILDING 6575sf LL BUILDING C ( BUILDING F (S-1) BUILDINGB 7800 sf 0 z BUILDINGC 5100sf _ °...... ..........° ..... ....° ..... BUILDING D 6800 sf ° ° J I � BUILDING E 6800 sf lBUILDING 5100sf �I ----_J L_____ BUILDING G 4025 sf ""' --- --------- --------- ----- ------ N BUILDING H 7\ 1 � 800 sf -- ----------- ----------I r-------- ------ -----------,I -------- TOTAL SF 50,000 sf y ----- ------ `---------- F I I I I I BUILDING A:MULTI-USE w \ ----- J '----- `------ ---------- —_ CONSTRUCTION TYPE:TYEVB, I SPRINKLER SYSTEM IN R-2 AND B WI 3- RE BARRIER BETWEEN S-1 AND B (� v - __________ ------ �------- `------ ---- L---- --- J — V - --------- I I I I OCCUPANCY DESCRIPTION:GROUP S-1,STORAGE 1, GROUP B,BUSINESS(LIVEIWORK) 0 _ ' I, --_-- GROUP R-2,RESIDENTIAL(LIVEIWORK) C) _--_-_-_-_—_' -- - ------ ---- -- ---------- ------ ---- ' Z OCCUPANT LOAD:GROUP S-1:300 GROSS,4,375 SF/300=15 OCCUPANTS - IH ----------- ! j GROUP B:100 GROSS,1150 SF 1100=12 OCCUPANTS -----i z --- I 1�- - -- ------- 2 ---- L GROUPR-2:200GROSS,1050SF1200=6OCCUPANTS � I I \ - ,h ALLOWABLE AREA:GROUP S-1:17,500 SF(MOST RESTRICTIVE) Q ----; '----- �� '------ ------ GROUPB:19000SF J� EA - ----- ----- -- r------- -- GROUP R-2:16,000 SF V l W ALLOWABLE HEIGHT:GROUP S-1:2 STORIES,55' J L----- Iq ----- L----- ---------- ---j - '----- '------ ----------- r--------- GROUP B:3 STORIES,55' T,i '', GROUP R-2:4 STORIES,55' W I I I I ch L I , -- ----------- ---------- I Ir---- �ZQ� TRAVEL DISTANCE REQMTS:GROUP S-1:REQUIRED:200' PROPOSED:73' ------ ------ ---------- ------- - GROUP B:REQUIRED:300'wI SPRINKLER SYSTE M GROUP R-2:REQUIRED:25041 SPRINKLER SYSTEM (v __- -----_ - - z COMMON PATH OF EGRESS:GROUP REQUIRED: O W GROUP B:REQUIRED: 00wl SPRINKLER SYSTEM O GROUP R-2:REQUIRED:12541 SPRINKLER SYSTEM Ow °rAS'P4 �- 14254 -- _I #OF EXITS: =O.L.(2 EXITS REQUIRED) \ \ - -- ------ --- -- 1 L----- ------ -----j - - ----- r - BUILDING MA i , --1 i i BUILDING B and H:OPEN AIR I , \ ---- -------- ---------- ---------- --------------------- --------- --.----- ----- �� \\\ -- i ---------; !------ ----- // OCCUPANCY DESCRIPTION:GRO PS-1, TORAGE o -------' -- ` ------ ---' ----- o OCCUPANT LOADS 1=300 GROSS, 01300=26 1 r------ -- r --- -- -- ALLOWABLE AREA.17,500 SF,PROPSED: SF ----_' -------- ----- ----- -----' ---- g -------- - ----- ------ r----- ----- -- ALLOWABLE STORIES, E N I ! --------'' �------- HT:GROUP S-1,TYPE :2 ST ES,55' Z \ r ---- • r--- --- ----------J PROPOSED:1 STORR5' C7 1 L_____ _____J -_-__- ______ L-_—_ `--------- -----------, ----------- ----------, r--------- TRAVEL DISTANCE REQMT'S:5-1=200' w m o a N y , #OF EXITS.BUILDING OPEN,NO EXITS REQUIRED u E ---- I c ° o o ll W N b, BUILDING C,D,E,F and G:STORAGE W° -3 o E CONSTRUCTION TYPE:TYP VB r ci¢a M HVAC FOR THIS UNIT WILL BE In 0 a a SUBMITTED AS A DEFERRED OCCUPANCY DESCRIPTION:GROUP S-1,STORAGE I SUBMITTAL BY DAN BRIZEE y OCCUPANT LOAD:STORAGE OCCUPANCY S-1=300 GROSS I C&D:5,1001300=17 OCCUPANTS E&F:6,8001300=23 OCCUPANTS G:4,025I 300=14 OCCUPANTS I J ALLOWABLE AREA:17,500 SF,PROPOSED:5,100 SF(C&D) PROPOSED:6,800 SF(E&F) PROPOSED: SF(G) THECONTeNTOFTHISDRAwLNGISTHE EXCLI:.SNE PROPERTY OF NAXWEIl ALLOWABLE HEIGHT:GRO P S-1, PE�2 STORIES,55' STRUCTURAL DSIG-STUDIO AND ARE PROP 1 STORY,10' uws wDoTxon�zen�� rc FPNOD-ON OR USE OF THESE wiNGS IN wHOLE OR IN PART IS TRAVEL DISTANCE REQMTS:S-1=200',PROVIDED:85' raomNrrED wn�xovr ewox wwn�EN CONSENTED VOTHOU LSIR R WRITTEN X X X X /�v x x x x D SIGN STUDIO•PLLC. COMMON PATH OF EGRESS:8-1=100' #OF EXITS:2 REQUIRED,PROVIDED:1 EA.UNIT EGRESS AND CODE PLAN SCALE: 1/16 1-0 JO MAYS Plat s must be on Job Site ISSUE DATE S VERA C O'LEARY MIDDLE SCHOOL PHASE 1 PERMIT SET:MARCH 08,2019 APPROX.ACRES:3.07 REVISED SET:APRIL 26,2019 BUILDING AREA: 50,000 sf j PARKING:4 INTERNAL STALLS i 4TH AVENUE EAST PHASE 1 IS TO CONSIST OF: MINI SELF STORAGE,A MAIN o OFFICE,AND A SECOND ----- — ----- — -- -- — — --- — — ----- — — — — — — — — — — — ---------- - -- — — -- --- - STORY RESIDENTIAL UNIT. 16 OPEN AIR RV SPACES WILL S89°08'23"E 624.33' PROPERTY LINE Y a TEMPORARILY BE PROVIDED- DED — - _ AT THE SOUTH END WITH FENCING UNTIL PHASE 2. -- - ---------- -- -- ---------- --- -- - -- i ---- / �Y -_ ____— _---_ m scN ADD. LW_DEDICATION - —__ _-—= -__ -—_- 0 -PER cm OF TWIN FALLS _____ I P HAS E 2 _ - o `; I - 7 _ - -- y r - `1 0 _ I cn N - - - - - - APPROX.ACRES:2.25 J. � . J ` 1 H 1 BUILDING AREA: 46,000 sf PARKING:NO ADDITIONAL J < 126'-1" 85'-0" I PARKING PROVIDED L- o ;- O z 0' 0" 34'-8" 30'-0" 30'-0" 0 40'-0" 30'-0" 40'-0" 30'-0" 30'-0"" 35'-0" 30' 0"i I PHASE 2 IS TO CONSIST OF: f(1 -------- ADDITIONAL MINI SELF \J J ; IIuj STORAGE I— J NEW SPLIT RAIL FENCE(PHASE 1) `,.-.,,\ _________�_____ +_____+__#____ ------------}------- _________t_________ I IIII r :jI I:: r_ f-1------ ------------1------------ ------------------ I PHASE 3 41 a F -------- ----- + - . . . -------- APPROX.ACRES.3.17 ---- ------- -- --------- PARKING:---- BUILDING AREA: 34,440sf O • I -.� APPROX 72 Q----- I --- -+,- { I- -- -- -- ----------I I o j PHASE 3 IS TO CONSIST OF: �` o I- � � ^ -- -r � - ;%• I MIXED COMMERCIAL UNITS W 0 --- ----------- } f i REAR DRIVE-UP,ROLL-UP Z Q I I t I + DOORS ________�__ r_,_ _______________________ ______-.____ J I I I I I I �•`.,, N - ---- ---- ----- - ----- - - ----- T B DBER OF UNITS AND SIZES ---- --- ------ ------------+------------ ---------+--------- I I/1 W Bldg. S Bak I ] I - ---- ------------ ---------- �J! ---- -- ^\\\ ! I ...�.— ——— I '•, ----- --- --- ---- ------------ ---------- i•• I W — — ----- ---- ----- -------- ------------------- ------ --------- _t + i i i 21' i -� I •O 'a I I I I r - - - - - - - - - - - - - - - - - a P�IASE 2?� I I I I I I I I I S$CURITYEENCE %••• } MAt�'�ti.. I I I I I I I I I I I I I E I o I I I I I I I I I I I I I I I I I I I I I I Z E y I L - I I I I I =4 6 H A1 E 2 w I I I I I I I i I I II I I I I I I I I 014NWE I I I to I I I I I I o f I I III �Q NIA� : � I 0 T�2 30'-0"" I 35'-0" 30'-0" 30'-0" 40'-0" 30'-0" 40'-0" 30'-0" 30'-0'" 35'-0" I 30'-0" I C1 m L, I I ?ram Boa ---- --�J. L---J L-----J L-----J L---J I I GO o a ----------------------------------- I I I a I I -------------- I i o0 IE CONTENT OF THIS DMWING IS THE O ( I EXCLUSIVE PROPERTY OF SI-1— I I STRIL—RAL DESIGN STUDIO- 0 I I NROFECI'EIl UNDER FED—COI'YRI-T /� a I L4WS.ANYLINALTHOP- THESE DR—INGS INOWHOLE OR IN PARTIS _ PROH®—DurrluO— ,. --- --- ---------------. ... — CO\SEVS MA Pl- STRCCTIIRAL S89°55'17„W 623.35' DFSICN STUDIO,cIA. �....., 360" 0" PARCEL DEVELOPMENT PLAN ,o ATE A s. SCALE 1/32" = 1'-0" Plats must be on fob Site KEYNOTES ISSUE DATE � PERMIT SET:MARCH O6,2019 3 REVISED SET:APRIL 26,2019 siren of an emergency vehicle or have a Knox Box ❑1 ASPHALT PAVED DRIVE AISLES AND PARKING STALLS, REF. CIVIL ins —J ' • C� �2 NEW CONCRETE SIDEWALK, REF. CIVIL ———— 2 — ——— IRE HYDRANT— ----- �— --- _ ❑3 F 1A Q) ® XERISCAPE LANDSCAPE AREA --4_— m CC) �5 SIGNAGE MOTORIZED GATE SYSTEM li li li- li li li 2ii 7� CHAINLINK SECURITY FENCE (HT=6'-8') 0 OFFICE ` 3 rnY} 4 ----__� �II I � ' ❑ SECURE EMPLOYEE ACCESS GATE J___ _____ O 1 O PROPERTY LINE -------------'---------- -------'----BJ1LT��-----I------------ ------- -----T------------,�----- GG-��i � � � - ------`--- 1OZ� o -______I _____ l ------ ------ ------ ------------ _ 10 ADA COMPLIANT CONC. SIDEWALK, REF CIVIL — TRASH RECEPTACLES' 11 J I I I L_ NOTE:REFERENCE CIVIL FOR ALL GRADING,UTILITIES,DETAILS, J Q ONSITE CONSTRUCTION,AND OFF SITE CONSTRUCTION LL 11 125-10" 85-0" 11 0 Z O SITE STATISTICS c W ' 0'-0" 34' 8" 30 0" 30 0 O 40 0 30' 0 40' 0 30' 0" 30 0" 35' 0> 30' 0 PROVIDED PARKING STALLS 4 (3 STANDARD,IADA) �((' RV SPACES COVERED 30 N o`a OPEN 16 LJ.. TOTAL 46 O < MINI STORAGE SPACES 253 1 I I I I I II I [ REQUIRED SETBACKS: I------ ------------� L-- ------ ------------;-------- --------- --------- FRONT:35'@ EASTLAND,15'@ 4TH AVE EAST V BACK:O' 0 I I I I SIDE:0' Q ____________y______ _____y______y �__y______ ____________r_________ _________ _________ Z 7 BUILDING AREAS L I I I I Q BUILDINGB 7800sf Q BUILDINGC 5100sf BUILDINGD 6800sf li li BUILDINGE 6800sf < O BUILDING 5100sf ..> ____________ -------- --------- --------- BUILDING 4025sf W N li li BUILDING 7800sf -------------I------ ------------- '---------- ---------------------- TOTAL SF 50,000 sf Lu �-;— _ TOTAL FOOTPRINT 48,950sf � I I I Z JCID --------zi--------- ------;--�i--a L--------- -------�i---------- -------- --------- Z f18NMl, I 1 m s� Y� I i D C J li i J i i i J i J J O — — 14254 4 im O m l 1 m m op O ------------- �.� ' -------------J______ -----_1------J L__J______ -------------1___---- ---------1--------- LIMA. I I I I I I I L/ L N ____________ ______ _____ ______ ______ ------------1----_---- ---------l_________ N I I I I I I 0 I I I I I I I I I I I I I I I I I I I I rn U) M I` I I I I I I I 6 V L N n 0 ____________�______ a ______ N Y a C N m o Wr> SE Q ____________y______ _____y______T r__y______ ____________T_________ _________T_________ Q J pp _ I MIS I I I LU 3 O ------ --III --J------ ------------ ------ --------- --------- I I In U u cS O I O _ THE COVTENTOFTHIS-ISTHE EXCLD6R+E PROPERTY OF M fiTR 6'NDIO AN 0 AN CCfURAI.DESIG N D ARF. PROTECTED I;N"DER FEDERAL COPYRIGHT Provide access to LAw�s.ANYUNAvr 1—F Fire hydrant(s). REP o1-111HOLEOM THFSE U-BrEE L\WHOLE OR IN PART I6 Access to fire a CO- zHwDE�S N R.V. PAR G (1 spat ) hydrant(s)shall not MKGH 6TUDI0,P c. u, be blocked by the fencing. 7 3 x x x x x x x x x x x x x x x o a TC PLAN ^I ■ S I I C r LA V - JO SITE PLANS Pla s must be on Job SCALE : 1/16" = V-0" site KEYNOTES ISSUE DATE PROPERTY LINE 4TH AVENUE EAST jc, PERMIT SET:MARCH 08,2019 (� REVISED SET:APRIL 26,2019 ❑1 RAIN GUTTER, COORD. W/ CIVIL �2 STANDING SEAM METAL ROOF SIGNS n �3 ROCK-SCAPE SWALE, REF CIVIL �IIJII ---- -- __ --------------- �z� ® INLET CATCH BAST REF CIVIL ---- --------------------------- // LJ �-- ------------ ALLEY GUTTER, REF CIVIL r--------- ---------------------------------------- -- m 5 V ER, R — NOTE:REFERENCE CIVIL FOR ALL GRADING AND DRAINAGE Z 22 BUILDINGte J O z qI Opp Ur) 4 a SLOPE SLOPE SLOPE SLOPE O N/y LL. Z z V I SLOPE SLOPE SLOPE SLOPE SLOPE u J Ld W I4NA1 .. " IMA SLOPE-- O O m Z E L G" y a of Lu 0 O m �J 6 5 WSm3 3c~ilC°C7�a� 0 0 0 o C SLOPE SI ORE 5 THE CONTENT OF THIS DRA\VING IS THE EXCLUSIVE PROPERTY O- STRUCTURAL DESIGN STUDIO AND ARE eR0 FC UNDER acoiRAI.COevRIGx'F LAWS.VYIONORUYE DROYI GSIN OR USEOPTHESE DRAWEJGR IN WHOLE OR IN PART LS Q PROHIBITED WITHOUT PRIOR WRITTEN R.V. PAR G (1 spac ) CONSENTRDIO,F LL5R CORAL DESIGN STUDIO,PLLC. PHASE1 SECUR T- FENCE X X X X X X X X X X X X X X X � ROOF PLAN � � Jo E A • Pla s must be on Job SCALE : 1/16"= V-0" site GENERAL NOTES: ISSUE DATE 'REFERTO ENLARGED PLANS FOR DIMENSIONS,ELEVATIONS, PERMIT SET:MARCH 08,2019 11 A-2.1 BUILDING A 1 /A-2.6 _ 21 A_21 BUILDING G SECTION TAGS,AND CALLOUTS REVISED SET:APRIL 26,2019 —__Q—__—__o—__—__O—_—__o—__—__o—__ ------ __—__®—__—__o—__—__®—__o—__o—__—__® [q p _—__—__—__—__—__—__—__—__—__—__—__—__—__—__—__—__—__—__—__—__—__ ALL FIXTURES AND CASEWORK TO BE ADA COMPLIANT 4 I I l I I I I I I T 'THEGENERAL CONTRACTOR SHALL REVIEW AND VERIFY ALL ' ' ' ' �-- -------------- --_------------------____� DOCUMENTS,CONDITIONS AND DIMENSIONS.PRIOR TO THE PERFORMANCE OF ANV WORK,THE ARCHITECT SHALL BE NOTIFIED i I L OF ANY CONFLICTS,DISCREPANCIES OR OMISSIONS,ETC I I 'IN CASE OF CONFLICTS BETWEEN ARCHITECTS AND CONSULTANTS DRAWINGS,THE ARCHITECT SHALL BE NOTIFIED TO PROVIDE j ' j o—__-- - - _ _ _ _ - _ _ _ _ _ _ _ _-� CLARIFICATION ILl t' I *ALL PARTITIONS ARE DIMENSIONED FROM FACE OF STUD UNLESS 1_ _ — —_____, OTHERWISE NOTED *OFFIC CE O BE OTHER BUIDINGSF FOR TRAGE WILL BE T WITH WOOD ALL Io— -- - OTHER BUILDINGS FOR STORAGE WILL BE METAL BUILDINGS. —t — E IL --ML1lL1lLlLlL1lL1l LLLIF� < o- — ® -1© l o- - O 0 , b � b� b b b b b b b b �,b b � b � � --------=:— � — - - - - - - - - - - - - - - - — - - - - - 11A2.3 21A-2.3- - - - - - - 1 /A-2.4 - - - - - - - 2/A-2.4 - - - - - J jl- El 11 AI I I I ui J .. 1-1 ......... -------- .-- __ l --� I I . -- _.. --) ------I— VI j ! --.............. i ! ! i z J i I 0 I I r I l m l I . I -- j ! j j j j fi m — i o- -- i o- j j o- r...— --� i El El ---- j ! I I j j ! '4------—4--- 4, A- ................. I k"'' j W UP < O U? I - - -i— I_LI N — — CV 04I I I' I I I ' • � I o- � -0 I I o---- � --� o--I I A - � --� I I I I C-------C—,,. ' ort� .. ......... -- . II E L I I I I I I I I I I i 'E E I 1 I E I I I I I I I !-I co i ::1 A ......... � I o- w IIm� I I j Z e �I — b b b b b bbb ° LU •`------------------------------- — — — -----------— [ f n o In® E m BUILDING C BUILDING D BUILDING E BUILDING F i '' " 0° �� \. j e i N I �� !I THE CONTENTOPTHISDRAWINGISTHE EX C.—PRO PERT Y-h W(WELL ' MUCCUnnLDR GN 9'NDIOewDnnE PROTECTED UNDER FEDERAL COPYRIGHT MRWINGS INONORUSI WHOLE OR BJ PARTIS PROHBSTI'ED WTTHOUTPRIOR WRTITEN CONSENTBYMAXWELL STRUCNRAL DESIGN STUn[O,PLI.C. N BUILDING FLOOR PLANS REFERENCE SCALE : 1/16"= 1'-01, Jo E Pla s must be 7Job Site ISSUE DATE PERMIT SET:MARCH 08,2019 REVISED SET:APRIL 26,2019 6 12 A6.0 A5.0 1 2 3 4 5 6 7 8 9 10 --------------------------------------- I I I I I I I I I I I I I I I I I I I I 2 I IIL i—i Q � I I O b i ---- 1 -- 1 i I I=- 0 o� J d _—; y I � 0 0 n _ __ ________ ---_ ---- o O (D O O O O O O O O O O O O_ O �J O 0 I w I I , 0 o 0 0 I ilOr\\I 1 nl I I 13 n l I I /I \ V o' \ 3 8 7 1'0 8 9 10 11 12 13 14 15 s 16 17 A6.j Z As.o Q J N � (n BUILDING A ENLARGED PLAN w SCALE : 1/8"= 1'-0" NAL ENS CQ 142z� q,FOF`OP A6.1 A5.0 C' 1 2 3 4 5 1 6 7 8 9 10 11 12 13 14 1 I I I I I I I I I I I I I I I A ' A O O 1 1 co .--Q;. Q--, 0— -—Q Q —Q 9 Q-- Q-- Q Q -Q Q- Q- Q— 0 N W J 6� c - 1 0 Q O Z _ (D o_� � W� of II II (Di 1 0 o m -- -- a 3� o U) a --------------------- ----- -------- ---- ---------- --- __ 1 R I(D I ' v r)o G^ G) G G) I - _ _ _ _ I,o._o.s _ _ _ 41 11 2 • 3 a 4 5 a 8 72 n n 8 9 10 • 1 v 12 /1 ECONTEN'r oP Ttn GI EXCUISNE PROPERTY MAXWELL 6TRDCTURALDESIGN IDIO AND ARE 1 e�RwTEcreo LmveR ' I I s.AnT UNAUTHo I A6.4 I REPRODucnoN oa use oeTxesE 6 /// DRAWINGS IN WHOLE ORMPART IS AS.O / PROFDBITED Wfi'HO DECONSENTBDIO, SIGN 6TUDI0,PLLG N BUILDING G ENLARGED PLAN SCALE : 1/8"= 1'-0" Jo E Pla s must be on Jo Site ISSUE DATE PERMIT SET:MARCH 08,2019 REVISED SET:APRIL 26,2019 G 4 A5.0 V f O_ O a o �- i l i --1 RV PAF*ING w 15 /'rr 14 13 12 11 10 9 8 7 /' 6 O cn 0 As.a J U) U~? w BUILDING B ENLARGED PLAN = " ° W N SCALE : 1/8" = 1'-0" iced a l I I I A5.0 rM I I O 3 D o ' I '-----+---------- -----------------' / / �/ / / � 1 7 z r /'I 1 I 'I I co 2 0 mQ, 1 —I �`—I — --$-- —�— $— I —i-- --I --- I — -- --- — �Q 1 � S RV P IRKING I I I � 7 6 5 4 3 2 1 __—�/ _--��/ --___ —_---�__--_ O ID 1 ; - THECOm'ErvTOFTHIS DRAWINGISTHE —LUSNE PROPERTY OF MAXINEIl 1 1 PROTECFEDUNDF.RFEIJERAIIO.COPYR GI HT AS.O REPRODUCTION OR USE OFTHESE SIM DRAWMGS M WHOLE OR IN PART IS PROHIBITED\PPHOC'TPRIORWRITTEN CONSEET BY MAXINEIl STRCCMNL DESIGN STL-DIO,PLLC. BUILDING B ENLARGED PLAN " SCALE : 1/8"= 1'-0" Jo B TE Plat s must be on Job Site ISSUE DATE PERMIT SET:MARCH 08,2019 REVISED SET:APRIL 26,2019 COICIET ILLED S7EL 80—D 0 BUX110 —1-'ol —T"I o* "10 T-2- e-IT"I o*1- 1-2- e-IT"I o* e-IT"I o* 1-2- e-IT"I o* T-2- e-,T o* Co,,E,, e-,T 1- 1-2- e-,T lio A 0 (D 0 0 0 0 0 0 0 0 0 0 0 0 (D U) ---------------- ---------------------- ----------------- —------------------ 4 LL 0 z 4 U) rrJ ui C— (3 ---------------------- ---------------------- ---------------------- ---------------------- ---------------------- ---------------------- ---------------------- ---------------------- ---------------------- ----------------- --- ---------------------- ---------------------- --------------------- ----------------------- ---------------------- ----------------------1 (D 01- -- - f l f -11 1-1 7 , Q z g J U) co Ld BUILDING C ENLARGED PLAN 0 Ld SCALE 1/8" = l'-O" 1!4-2-54 !MA 4 5 6 7 8 9 10 11 12 13 14 � 15 i6 17 18 q�DF�13Pti T T N, 0 U)j L ---------------------- I------------—---- ---------------------- A --o �ceouA nE'uLe�oi>�� ----------------------I L----------------------I L----------------------I t----------------- I-—---------------I L----------------------1 1—------------ ---------------- ---------------------- ---------------------- ---------------------- ---------------------- ---------------------- z E --------------------I r----------------- --------------------i r--------------------I r--------------------I F--------------------I r--------------------- ---------------------- - ---------------- -------------------- --------------- -------------------- --------------- -------------------- --------------------I r t------------ ------------ 1 r Li E8 (D 0 0 (D (D (D (D (D (D 0 0 (D (D 0 (D (D 0 WAN t7--�-- L7--�-- A D Ti E Sim da J ca a L j j L -------- -------- d (D (D (D 0 0 (D U) 4L) ----------------------1 f---------------------1 f----------------------1 f----------------------1 f------- -----1 f----------------------1 f 1' ---------------------- ---------------------- ---------------------- ---------------------- ---------------------- ---------------------- -------I------------- ---------------------- ---------------------- ---------------------- (D (D THE CONTENT OE THIS DRAWING IS THE —lE--.1—E- MUCTUR-DMI STUDIO AND --u'..—R-O.—HT s. DU cNAVEHDIazEn - -XN0R USE THESE PROHIBITED WITHOUT PRIOR WRITPEN ODOR-NSI—N GS IN—OR IN 1-- M —N—.0 — —JC BUILDING D ENLARGED PLAN m+N md%' SCALE CE 1/8"= l'-O" JOB Pla Job Site mO, ISSUE DATE PERMIT SET:MARCH 08,2019 REVISED SET:APRIL 26,2019 1 T IV T ,-V T IV T _V T IV T v, IV T 11-V T IV T -V T I,- T I�_- Ell RE.L�E I SSO. NO '-w CORNER, cl A W I r 0 0 0 0 0 0 0 0 0 0 0 (D Z ----------------------- ------I II —---------- ---------------------- ---------------------- -------- --------- ---------------------- --------- --------- ---------------------- ---------- --------------------- -------------------- ---------------------- -------------- ------------------------ ------------------------ -------------------- _j _j < LL 0 z SIM LL, (D ----------- ----------- ---------- < ---------_________---- ---------------------- ---------------------- -------------------- --- --------- --- --------- --- --------- ---------- ------------------ ----------- ------------ ---------------------- ---------------------- ---------------------- (D 0 co < i _j (J) w 0 BUILDING E ENLARGED PLAN w N SCALE 1/8" = V-0" 14254 0• V V I.-V o V L 1V CORNER.ILLEI IIEL 0 , ONllEl (D w W_I-i i E ------------------ --------- --- ------------- -------- ---- -------------------- ------- ----- -------—-------- ---------------------- ---------—--------- ---------------------- ----------- ----------------- --------- --------- ---- - ---------- ---------------------- ---- ------ ji-, al 2, .A 1 cl .5 w d co I a:0 ---------------------- ---------------------- ---------------------- ---------------------- ---------------------- ---------------------- ---------------------- ---------------------- ---------------------- ---------------------- ------ ---------------------- ---------------------- ---------------------- (D O O (D O O (D O (D O (D =4 0 V 12' 1— 1-1 1-11 12' 1 1-1 V 4--11' -2. 7 FY_T 1-1 11- 1-1 1- CONTENT 0 ME DRAWING IS ME MG-1-—OF MAXIRTLL S-DIO—D— FED—COPYRIGHT G N.E. INEPRODUGTIONORUSEOF-IFSE DRAVVINGS IN—OR IN PART IS PROHIB=WITHOUT MIOR WRITTE __ --l— DESIGN STUDIO IN— BUILDING F ENLARGED PLAN A n m SCALE : 1/8"= 1'-0" Jo B ITIAM Pia must be on Job Site ISSUE DATE PERMIT SET:MARCH 08,2019 REVISED SET:APRIL 26,2019 5 A5.0 zo i p o v `\ 14 `\ 13 `\ 12 `\ 11 10 9 8 i 7 6 ~ 15 i vvv vvv vvv RV PA�K I N G vvv vvvv � vvv I vvv I vvv I vvv I I I I vvv I ' vvv I vvv LLI IA j \ i AI AI AI i I Ai AI AI p V A A A a -- — q o b 4 z ° A5.0 SIM J �.I VI N O BUILDING H ENLARGED PLAN 11 Ld N SCALE : 1/8" = V-0" �oeJas R 7A254 OF A5.0 v G r 1 = W N 8 7 6 5 4 3 2 1 - I I ---v V !I vvv V V vv A\ v \\ __ J - W Eo RV P RKING c U) r---I -T—__--- --T---__�__—r --E,-44-----_ ---------------- w A v 'IO I 1 THE CONTENTOFTHISDMNTNGIS THE 1 EXCL—R PROPERTYOFMR,- STRUCCURAL DESIGN SIT"DIO M"D ARE - PItOTEC UNDEIf FEDEPN.COPYIaGHT LAWS.ANY UNAUTHORIZED 4 1 O n D REFROD E OF THESE GS NON HO EN OR SOR IN PART IS A6.0 MOHIBITED WUUOLT°RIOR WRITTEN AS.O CONSENT BY—VELL STRUCTURAL SIM DESIGNSTIDIO,FLLC. BUILDING H ENLARGED PLAN " SCALE : 1/8"= 11-0" Jo E AA Plat s must be on Job Site NFPA 7:unitsleeping Where required by other governing laws,codes or standards for a KEYNOTES ISSUE DATE specificupancy,approved single and multiple-station smoke alarms shall be PERMIT SET:MARCH 08,2019 installed :(1)ln all sleeping rooms and guest rooms.(2)Outside of each separate dwelling area,within 21 ft.of any doorway to a sleeping room,with the PLUMBING FIXTURE, REF PLUMBING REVISED SET:APRIL 26,2019 distanc along a path of travel. ❑2 SOFFIT ABOVE R315.1 Carbon monoxide alarms.For new construction,an approved carbon monoxide alarm �3 CASEWORK CABINETRY, TO COMPLY W/ADA REQUIREMENTS shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms in dwelling units within which fuel-fired appliances are installed and in dwelling ® SERVICE SINK, REF PLUMBING _ units that have attached garages REQ'D ADA CLEAR FLOOR SPACE °. ao 161 FULL-HEIGHT STORAGE CABINET d POST, REF STRUCTURAL () DROPPEa Q a •• - 4 ° d a 4 Q o a a SERVICE CUSTOMER ADA COMPLIANT ECOUNTER, FINISH ANDDESIGN BY '_ a a d ° a OWNER Q a O 0 a o ° 9 RAISED CUSTOMER SERVICE COUNTER, a - ° d FINISH AND DESIGN BY OWNER L A d ffi 1 10 36" LOW WALL `1 J Q d - ✓-� FENCE AND SECURE DOOR TO MATCH IJ Q ° d SECURITY GATE 0 z LC. a 12 SELF-SERVICE / AFTER HOURS KIOSK ,w }_ Ull 4 ° q 16 1 12 s 17 Ld 12 3 A6.1 A5.0 A6.1 15 16 A61 � 1 a A5.0 1 4 A6.1� Q a ° d O �._0. 4 ° d �. 38"GUARDRAIL IS'-0' IS'-0' ° PER2D121RC O 10'-0" a � 100 p a60 1 60 60 30° 6'0 a 1 ' 1 0" fi 0" 1'-0 NE OF DECK a4 -0" Q ABODE d O 4 1 �_ — O -- - — a — I---- a --- —a -- A — — — — — — — — A � fY T — d Q O 14 O 1 p 0 D Z d o B Q J w I 0"Yry a O I UII tQ I Q� 0 W N --�-- 2 KITCHEN I DINING LOBBY 1 4 R6.1 I WOOD WOOD LIWNG i POLISHED D CONCRETE a D p WOOD O EKE r I IU C REF. I I � 1 —�P A6.1 �TN *0�� 10 t— -- -- — — — e I a T 9 ai 2 ad B a'-eI' ad' s'-a° I'-I" s'-V 11' 6'-6' 6d• 9'-n• A5.0 i 7 A5: i42 8 a 1 19R®611, - --- lei®tt" DN 1 CLOSET 1 DESK/SHELVES $ � II 3-HR FIRE RATING STORAIiE HALLWAY C' RECEPTON - AS1O Q A .0 eu DMCA ___�_� I F Afi 6 I _ o I I m E•5 _ -- POLISHED CONCRETE d d � - ____�_� 1QE i BATHROOM WASHE I O TILE 1 a O DRvY WALKHx CLOSET O 1 1 CARPET - - d _�1= O ° d °. 0 O Install a low frequency sounder F v r H I that will active on MECH. 1 POL ED O _ water flow outside Z r N m -- CONCRETE 1 I CONCRETE B O o ° 12 ' OF the bedroom area o^�. - D on second floor. CO Y- :: - BEDROOM01 F e BEDROOM 02 LU m CARPET CARPET S ° d w BENCH p 7EN � W 6 Q 5 N QUEENMj Bs enrvls sl I`ACE PER FIRROOMR I BRE1K0tTORAGE O c zots POLISHED CONCRETE a 1 0 to m 19RB®6.95" GOO) t.. 1696'® a I VV P eO �Cn 0 T w RESIDENT.ENTRY Ir-------- I P LISHED CONCRETE a ° I 1 1 O O F 4'-0' EGRESS O fi._g" 1'-fit° 6._0" 3_0• 1._0" a_� I Portable Fire Extinguishers.Add and or relocate portable fire extinguishers as needed to fully protect the area.(2015 IFC - 1 Signage Install an 906.1)Install portable fire extinguishers to meet the approved sign on requirements of NFPA 10.Install portable 5 lbs.fire b•_�• the fire riser room extinguisher with a minimum rating of 2A-10B.The travel TEIECONTENTOFTRIS DRAWINGISTRE EXCLUSIVE PROPERTY OF AU1xNTLL door. distance from an extinguisher shall not exceed 75 feet.The MUCTILl DESIGN STUD—ARE PRO['fi'.(. D UNDER E'F.DEPAL Co1'Y G— extinguisher shall be mounted in a conspicuous location, uws. NYUNALTTRORI2ED 15 16 FlRESPRINID ER 10 1 unobstructed and unobscured from view.Verify locations with REFRODccr,oNoxuseoFTEI.E RISER INSIDE A5.0 fire marshal. 16 17 FED NIFFEEOcon IIOR I6 FRoxI NGS I wrDEODT PRIOR I�m1 S 1 O COSIGN STUDIO P CONSENT BY WW C�STRUCTURAL A5.0 N N LEVEL 01 FLOOR PLAN - OFFICE LEVEL 02 FLOOR PLAN - RESIDENCE JO B TE SCALE : 1/4" = V-0" SCALE : 1/4" = V-0" Plat s must be on Job Site GENERAL NOTES, ISSUE DATE Knox Box Installation.A Knox Box shall be installed to the right of the main NZMEfl�� access door(s).It should be mounted between 6 and 10 feet from ground PERMIT SET:MARCH 08,2019 WD-1 Irzixrtxxenoxu level.Alternative locations will have to be approved by the Fire Marshal. woRaxR REVISED SET:APRIL 26,2019 ❑❑ ❑❑ CPL-1 ❑❑ ❑❑❑ CPL-1 µoE�pisoxrxo oW lonov[wux[.HtSOIMdslaxs MR-1 MTL-3 FEL-3 MATERIAL KEY MTL-2.C SOLID PANEL ® MTL-3.CORRUGATED®MTL 4,STAND.SEAM ROOF L CPL-1,CEMENT PLASTER ®WD-1,WOOD SOFFIT O A — NORTH ELEVATION OFFICE EAST ELEVATION ADDRESS NUMBERS. Buildings shall have O @BUILDING approved address numbers,or approved building 0 SCALE 3/32" = 1'-0" SCALE : 3/32"= 1'-0" Identification placed in a position that is plainly legible,visible from the street or frontage road I-- co fronting the property and of a contrasting color(IFIC J 505.1). Address size is based on distance from center of the street to the building:up to 50 ft.is 4 'Q -_ in.,51 to 100 ft.is 6 in.,101 to 150 ft.is 8 in.,151 to LL 200 ft.is 10 in.and greater than 200 ft.is 12 in. In O z MTL-1 cPL-1 GPL 1 an effort to be consistent with other buildings being l^ ��.F'L ❑❑ built in the area,I am requiring you to place the U J MTL-3 MTL-3 address numbers on the upper right side of the MTL-] MTL-2 MTL-, building that faces the street,or as agreed upon by W the City of Twin Falls Fire Marshal. 4"suite lettering '�y (of a contrasting color)shall be placed at the top of v the main entry door. 0 � o BUILDING A - SOUTH ELEVATION OFFICE WEST ELEVATION n o SCALE : 3/32"= 1'-0" SCALE : 3/32"= 1'-0" Z In MTL-1 �1 <' �� nux a�rzn wn amm � J MTL-] MTL-1 MTL-] W MR1 V 1 MTL-1 l I.I ma M--- ME:I I W M N i i CL' LOLJ W N ® BUILDING G - SOUTH ELEVATION _ BUILDING G - NORTH ELEVATION _ © TYP. BLDG. ELEVATION S$ �� SCALE : 3/32 1 0 SCALE : 3/32 1 0 SCALE : 3/32 1 0 k L LLEL o1 5 TYPICAL BUILDING ELEVATION O E�a (7 1tk Y--N SCALE : 3/32"= 1'-0" o 1, Q j> > 7a� m o _ E c- p 9 MR1 t I 3t� cdi�°aLS � ® TYPICAL BUILDING ELEVATION THE—TENT OFTHIS DRAWING IS THE SCALE : 3/32"= 1'-0" ECCLUSWEPROPERTYOFN�YWE STRUCTLRAL DESIGN STUDIO AND ARE PROTF.LTED UNDER PED—L COPYRIGHT LAWS.ANY UNAUTHORIZED E-ODUCITON OR USE OFTHFSE MTL-1 MTL-2 n.w wnm j,,,. nu,amn D—INGSIN'WHOLEORINPARTIS CONSUNTED WITHOUTPRIOR V.RITTEN CONSENT RY MAXWELL S'I'INCNRAL DESIGN STUDIO,PLLC. pr 7A M eouxm g� M 1 § L-1 >p gTYPICAL BUILDING ELEVATION TYP. BLDG. ELEVATION TYP. BLDG. ELEVATIO JO E A S • Plat s must be on Job SCALE : 3/32"= 1'-0" SCALE : 3/32"= 1'-0" SCALE : 3/32"= 1'- " Site fnr all nSppr in— ISSUE DATE SECTION KEY NOTES: PERMIT SET:MARCH 08,2019 ❑1 COLUMN BEYOND,REF STRUCTURAL REVISED SET:APRIL 26,2019 �2 2X6 STEEL FRAME EXT WALL,REF STRUCTURAL �3 ROLL-UP OVERHEAD DOOR BY BLDG.MANUFACTURER ® WALL BEYOND,TYP. 35'-0" 30'-0" �5 COLUMN SUPPORT,REF STRUCTURAL 20'-0" NEW ASPHALT DRIVE,REF CIVIL 15-0" 5'-0" 5-0" 10'-0" 12 ❑� WALL FOOTING&FOUNDATION,REF STRUCTURAL 114 1 12 114 F— a] SLAB AND EDGE FOOTING,REF STRUCTURAL 0 EXTERIOR GRADE,REF CIVIL II NOTE: REFERENCE STRUCTURAL FOR ALL METAL BUILDING O DETAILS AND REQUIREMENTS 3 4 _ 3 3 4 3 �� I �'� III 0 0 6 CONDITIONED ° ° CONDITIONED L LL -11 =IIIIII 11 11 IJ I- 11 11 111 1111111111 ° 11 I' == —= —I _ III-1 I- 1=1 1=1 1=III= -1 II I II I II �I I-11 __ _ (IIII IIIIII 11111,111 „III III III III III III. LIII IIII111 z 1=1 8 -III 11=1 1 -I I III 1=_III =1 I=1= =1 = 8 1 1I 1 i- -III-1I1= II-III;I -III-III-1 =III=1I1= -II i I = I= = W -III- d © BUILDING A SECTION O BUILDING C SECTION SCALE : 1/4"= 1'-0" SCALE : 1/4"= 1'-0" ]— M r 40'-0" 40'-0" Q C 10'-0" 10'-0" 5'-0" 5-0" 10'-0" 20'-0" 20'-0" Z, Z 12 12 < d 114� �114 d i�� a ! Ld N -77 6 — �� r �rt1At oNDInoNED oNomGNED �I 6 EN III111 1 I I11 I ,III;III IIII I I1 111 111 I I-IIII 111 i i1 111 111I 11 I11 111 111 I11 111 111I 11 I II 111I 11 I1 III-1 I - - - - - - - - - - - - - 1I I=1 I I 1 I I=1' III—III I'I-�I I—III=1 I I III=1 I I III I I I_I I I- I I I I II II I II I I _i III 11 I II�,III I II_,,III-1 I I1 I I1 I I=1 =I I I I II I =1 I I�I I I I II�II I I . III-- 1 I II��I I I I I II I II I I I I II I II I II I II I II I I I I II I II I I II I III I I I I IIII- I -'� a III-III-I -I 11= 8 III- - I I I I I I III-1 I' -1 I I III-1 I I-1 I I III III=1 I -1 I LI I I IIII I � '°`� Fl I ® BUILDING D SECTION BUILDING E SECTION 0 0 SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" GO �j 30'-0" z o n 15'-0" 10'-0" LU x N 12 0 U., i° E �114 < j 30.-0" 5-0„ s,-0.. 2 W 3 . E 12 �114 3U) 0 cl� 5 3 LO THE UO\�PROP��1(DRA�N�LIS THE 6 STRDCTLRAL DESIGN STUDIO AND.IRE 6 g PxoTEeD rvnDUEixoRaERpl.coemlcrrr RI-0 uc 10NORESEOPTHPSE DRAWINGS IN WHOLE OR IN P.11iT IS 111=111-1 II 1-1 1-1 I 1-1 I I-1 I I-III=1 1=1 1=III=1 1-1 III-1 1 _-1-I' 1=_ _==1 -ITI-ITI-III-III-III-ITI-I -I -I 11}T--- 1-——_ _—- GNS UDI PL D. R° " II 1 III III "° Jl LI l ll "�IX-1=J- I1 1 III III - - - - - - - - -III., LI� �11 LI II Ls��AWE58II- I I_ =11 " L IIII '1=1 11=1 I M. -I 1=1 1=1 =1 1=1 1=11= - 1=1 I I-- '11III111= I I—III11 —III=111=�11= 5 '1=111-111-111-1 -III =1 I I-III-I I 1— I --ICI O BUILDING F SECTION O BUILDING B & H SECTION JO E A � Pla s must be on Job SCALE : 1/4"= 1'-0" SCALE : 1/4"= 1'- " sitert 1 ISSUE DATE SECTION KEY NOTES: A6.2 SECTION KEY NOTES: PERMIT SET:MARCH 08,2019 ❑1 COLUMN BEYOND,REF STRUCTURAL ❑1 GUARDRAIL,PER 20151BC REVISED SET:APRIL 26,2019 �2 2X6 STEEL FRAME EXT WALL,REF STRUCTURAL HANDRAIL,PER 2015 IBC �3 ROLL-UP OVERHEAD DOOR BY BLDG.MANUFACTURER d I ,11 �3 2X6,EXTERIOR WALL 6'-0' ® WALL BEYOND,TYP. 12 'r , ' ® FLOOR/CEILING SYSTEM,REF STRUCTURAL �5 COLUMN SUPPORT,REF STRUCTURAL w 9 1 O 5/8"GYP.BD. © NEW ASPHALT DRIVE,REF CIVIL 3'-011 i ©FLOOR TRUSSES-SEE STRUCTURAL O WALL FOOTING&FOUNDATION,REF STRUCTURAL i O CONC.FOUNDATION-SEE STRUCTURAL ® SLAB AND EDGE FOOTING,REF STRUCTURAL i 1 0 i ®HEADER/BM.-SEE STRUCTURAL EXTERIOR GRADE,REF CIVIL ROOF TRUSSES-SEE STRUCTURAL I 4 10 6.8 COSMETIC RAFTERS NOTE: REFERENCE STRUCTURAL FOR ALL METAL BUILDING O DETAILS AND REQUIREMENTS 10 11 WOOD SOFFIT LOW WALL �7� NOTE:KEYNOTES REFERENCE DETAIL 4 1 i - 3 DROP CEILING LO— Q CL SET KITCHEN I 14 CASEWORK BEYOND,TBD BY OWNER _ 35'-0" O O 15 DOOR BEYOND v 10'-0" 5'-0" 5-0" 15'-0" i 16 POST,REF STRUCTURAL 17 ADA COMPLIANT RESTROOM FIXTURES J 12 v v 11 11 11 IV 11 1RES.F.F.=80.08' 18 CUSTOMER SERVICE COUNTER,FINISH AND I, 114 F i DESIGN BY OWNER O L.L. Z 4 i NOTE: REF.WALL SECTIONS FOR ASSEMBLIES AND I I� 13 I i ARCHITECTURAL DETAILS v J 3 3 r 3 1 4 1 5 i i REF.STRUCTURAL FOR ALL FRAMING AND ui FOUNDATION DETIALS oil 16 io ofBREARROOA RESTROOM 18 LOBBY ' i a 0 3 17 } i NOTE:KEYNOTES REFERENCE DETAILS 1-3 E 7 = O RECEPTION I I iz 1 I I p - O CONDITIONED OFFICE F.F.=68.50' I--I _III— — _ III— = — = III = — I _ I I I _ _ I I ; • I�- I—III_ IIIIII-1 I II 11 11�11I I I�I I I I-1 I I1 I I _ _ 1 — I I III III , II=III II' =1 'II—III=III=1 III=11' —III— III-IIIIII—III—III 111111111-11 Illli III111 „III— —III—' 0 C 35'-0" 6'—O" I� IJ 4 BUILDING G SECTION ARCHITECTURAL SECTION < o O O < 0 SCALE : 1/4"= V-0" SCALE : 1/4" = 1'-0" Ld cv 3 2 A6.2 A6.2 u' a a 14�4 I O I I 9 12 � Dg1� I I I 11 10 g 3 I I 3 I 0 1 10L � I k I I I 3 1 / O r ---- -- GO LIVING ROOM Eibno soL ' / / / -- b ff Z C 0 n i 1 4 iiiibbL I BEDROOM 01 KITCHEN � � LU I I I 0 �cla IiEl mi Q — — RESIDENTIAL F.F.=80.09 2 �j RESIDENTIAL F.F.=80.08' Ii�/ 8 WU E p 3 1 4 15 V, // �j� 0�° � STAIRWELL W U a c5 4 _ i RECEPTION 15 STORA IE 13 LOBBY 18 3 �� 12 3 3 I I o 12 (S1) �i I F I 7 7 I i --------------- O I I MECH O b OFFICE F.F.=68.50' _ OFFICE F.FL-C .=68.50' BUILDING XF.F.=67.50 -- — — 3 A h — — — — — — — — — — — _ =1II III II =III I =1 III II= III-1 I_I =I�1-1 II1=1I III II1-1II U=11=1� BUILDINGXF.F.=67.50 EHEco,TEPROPETHISDRAWrvcIS HE c�usrvE eaoeEa ofnusN- -III—III III=III—III—III—III III—III- ' STRUCTLRAL DESIGN STUDIO AND ARE EANY YIINAUTHOa ZRDI.COP RIGH —Illrlll= IITIII— 11= —I _ II -III—III III= __� ___ R� 11=III— —ITI —III= xODucnoNOacsEOE,HesE II —III I' III III11 —III —III II—III D—INGSINWHOLEORINP RTIS I I —III III— -III—III-' PROHD{EEED WITHOUTMORWRITTEN DFSIGN STUDIO,PLLC. STRUCTURAL O ARCHITECTURAL SECTION O ARCHITECTURAL SECTION ,a E A • SCALE : 1/4"= 1 -0 SCALE : 1/4"= 1 -0 Pla s must be on Job SitePrtinnS ISSUE DATE SECTION KEY NOTES; PERMIT SET:MARCH 08,2019 ❑1 6x8 COSMETIC BEAM REVISED SET:APRIL 26,2019 ❑2 WOOD SOFFIT MATERIAL-T.B.D. ❑3 R-49 MIN INSULATION ® STANDING SEAM METAL ROOFING ❑5 TRUSSES-SEE STRUCTURAL © STUCCO SIDING ❑7 5/8"GYP.BD. ®R-21 MIN INSULATION ❑9 FASCIA-T.B.D. 10 WALL BEYOND 5 FLOOR TRUSSES-SEE STRUCTURAL U!1 12 HEADER/BM.-SEE STRUCTURAL z 2 PLYWOOD FLOOR SHEATHING-SEE STRUCTURAL O Q `� 14 PURLIN BEARING R-PANEL,BY BLDG.MANUF. _ 5 g g 4 5 2.6 STEEL STUD,REF STRUCTURAL V I 16 5/8"LAYER SHEETROCK J 17 23/32"PLYWOOD 5 8 SOUND INSULATION LL 19 FLOOR SYSTEM,REF STRUCTURAL O Z 3 2 20 WOOD FLOORING CID 3 2 2 3 2, 5/6"GYP 7 1 23 EXTERIOR SHEATHING AIR GAP !L 25 SLOPED FOAM 2 2 26 CORRUGATED METAL BANG IQ 27 PEDESTAL DECK 6 (' 28 - 6 WALL FOOTING&FOUNDATION,REF STRUCTURAL 21 29 SIDEWALK,REF CIVIL O 12 Ld 6 ❑ / 30 ALUM.DOOR WINDOW,REF SCHEDULES A7.0 ❑ 1 3 3 HR RATED FIRE BARRIER 2 7 30 32 UL RATED GYPSUM BOARD Q Q 8 Z O 21 33 "H"SHAPED STUDS,NO.25 MSG GALV STEEL Q gJ 34 (2) GYPSUM BOARD PANELS z z 8 j ~1Jf 20 27 20 26 8 U~? W 26 17 20 < 0 17 17 L 12 25 18 RESIDENTIAL F.F. = 80.08' OL <==T= 4 11 19 19 16 2 16 14 11 � � 16 MA 15 10 FF18 6 q 23 o c �Rg 30 32 z E 2" co 33 W N m� 29 E 34 J� J 21 q W C) E OFFICE F.F. =68.50' d�ao'@ f!l U�6 U III1 I_ 1 1 11 1- BUILDING XF.F. =67.50' -III III-III- I I 1 II 11= III IIIII� 28 28 = III1 I I1 I 28 ' ' i l- -Ill,�illl��lll ' -111i�illl�-,III- THE CONTENT OP THIS DRAWLY G IS THE Ex CLCSWEFROFERTYOFaAx STRO 1—DFSIGN STUDIO AND ARE PROTECTED UNDER FEDERAL COPYRIGHT REPROU LOWS.ANY BO OTHORIZED DRYWI GS IN WROTE ORI 4E UL W454 PBOBBI SMWHOLEORIN PART IS PROHIBITED—VIE T PRIOR\YRI- CONSENT BY MAXWELL STRLICNRAL (SEE ATTACHED FOR FULL LISTING) DESIGN MMO P— O WALL SECTION O WALL SECTION 3-HR RATING 10 WALL SECTION SCALE : 1/2"= 1'-0" SCALE : 1/2" = 1'-0" SCALE : 1/2" = 1'-0" ■ JOB SITE PLANS 7 Plan must be on Job Site for all inspections ISSUE DATE PERMIT SET:MARCH 08,2019 ACCESSIBILITY NOTES: REVISED SET:APRIL 26,2019 12"MAX. 3-6"MIN. REFERENCE ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, 20091CC A117.1-2009 FOR ALL CLEARANCES,MOUNTING HEIGHTS,ETC. 39"-41• NOT DIMENSIONED OR NOTED 12"MIN � D T .I N V I O 36"MAX. Z d OUTLET,SWITCH,THERMOSTAT, WALL MOUNTED O Q TOILET TOILET LAVATORY MIRROR ARE PULL STATION ARE EXTINGUISHER SIGNAGE TYPICAL A.D.A. MOUNTING HEIGHTS LL SCALE : 3/8" = 1'-0" O z LLI O 36"HANDRAIL PER Q 20121RC Q z z :J d w o < O I 1„ I.L.I N TYP. i eq TENS M i4254 STAIRS TO BE IN OFF k ACCORDANCE WITH CODE G MA.. �\ SECTION 1011.5 / Z J O to to WOOD FLOORING Z E ry 2'PLYWOOD r W Q ACOUSTICAL INSULATION J IL«> E 20"RED-W TRUSS Q 7 N'�m U 3F- Ohm® E F- ED V�aU STEEL SUSPENSION WIRE METAL SUSPENSION SYSTEM �2 LAYERS z"SHEETROCK FIRECODE C CORE /� THE CONTENT 0—IN DRAWING ISFXCLIJSIVEPROPE— THE 02 STRUCEL'R-DESIGN SOTUDIOAN ARE PAO'fECI'}:D UNDER FEDERAL COPYRIGHT L4W5.ANY UNALTH.-- -0DUC ONORUSEOETHESE DRAWINGS IN WHOLE OR N PART IS PAOHUSEFED Wfl'HOUTPRIORVVRTEPEN CO\'SENT BY MAXIR'EI.L NTRCCfURAL DESIGN STUDIO,PL[.C. ARCHITECTURAL DETAILS SCALE : 3/4" = 1'-0" ,3 JO E A S Plat s must be on Job Site'a[all iosppcl ISSUE DATE PERMIT SET:MARCH 08,2019 REVISED SET:APRIL 26,2019 SECTION KEY NOTES: Z 0 �1 TWO LAYERS 1/2"GYPSUM BOARD APPLIED VERTICALLY-(ILL TYPE C) O Q Efl 1/2"RESILIENT CHANNEL: 25 GA.SPACED HORIZONTALLY AT 24"o- i In �3 2.6 STEEL STUDS®24"o.c.20 GA.min,REF STRUCTURAL I--i V! ® 5"THICK MINERAL WOOL INSULATION �5 THREE LAYERS 1/2-GYPSUM BOARD APPLIED VERTICALLY-(ILL TYPE C) ,.if—J11 © STANDING SEAM METAL ROOFING LI„ �7 WALL FOOTING&FOUNDATION,REF STRUCTURAL O 7 n L® COLUMN SUPPORT,REF STRUCTURAL T �9 EXTERIOR GRADE,REF CIVIL U W NOTE: REFERENCE STRUCTURAL FOR ALL METAL BUILDING r ly DETAILS AND REQUIREMENTS V O c LL z d cr) Ld 0 8 W ° 6 L SS\ONA(fN 4QO��y CEN,sy�//$��9 4254 4 ' s/ �F OP\OP V� AEG MA 2 3 O 5 z � n Z 0 U L n Y i2 p W :: N IL = M J 7 n W7 E a 3 O E � J m p: i I I—III— III—III 3� ��a" � i I I—III IIII I ' I I THECONTENTOTTHISDRAWLNGISTHE EXCLUSIVE PHOPEATY OF MAXW¢LL 9TRUCNRAI DESIGN S'NDIO AND ARE PROTECTED UNDER FEDERALCOPYRIGHT TAWS.ANY UNAUTHORIZED UL U455- USG920581 D-VEGSUN UORIN SE DRAWINGS EV WHOLE GRIN PART IS PROHIBITED WTCHOUT PRIOR WRITTEN CONSENT BY NA%WELL S11NC1lINAL DESIGN S'NDIO,PLLC. WALL SECTION 3—HR FIRE BARRIER SCALE : 1/2" = V-0" 07 JOB SITE PLANS Plan must be on Job Site for all inspections 10'-0" GENERAL NOTES: ISSUE DATE 2'-0" 6'-0" 2'-0" DOOR&WINDOW SIZES ARE IN FEET AND INCHES PERM IT SET:MARCH 08,2019 BUILDER TO VERIFY ALL ROUGH OPENINGS AND FINAL WINDOW DIMENSIONS - • MANUFACTURER TO VERIFY ALL SAFETY SOUND REVISED BET:APRIL 26,2019 DOOR SCHEDULE REQUIREMENTS AS PER LOCAL BUILDING CODES a a Ep- VERIFY ALL EGRESS REQUIREMEMS W\ W \ W1DTH VARIESTYPE NOMINAL SIZES DOOR TYPE INT EXT HARDWARE REMARKS LOCATION F H- REF PLANS W X H - -- -- A 8'-8"X 8'-0" ROLL-UP O.H.DOOR INT/EXT DR MANUF STORAGE B 8'-0"X 7'-0" ROLL-UP O.H.DOOR INT/EXT DR MANUF STORAGE / \ C 3'-8"X 7'-0" ROLL-UP O.H.DOOR INT/EXT DR MANUF STORAGE D 4'-0"X 7'-0" HOLLOW CORE METAL DOOR EXT LEVER/LOCK LOCK MECHANISM TEO STORAGE D1 4'-0"X 7'-0" METAL DOOR EXT LEVER LOCK 3 HR-FIRE RATED STORAGE \ E 3'-0"X 7'-0" HOLLOW CORE METAL DOOR EXT LEVER LOCK LOCK MECHANISM TED OFFICE/RES.ENTRANCE VEST. \ F 3'-0"X 7-0" SOLID CORE WOOD DOOR INT LEVER BTHS W PRIVACY LOCKS OFFICE/RES.INTERIOR j _ G 3'-0"X 7'-0" METAL DOOR INT LEVER LOCK 3 HR-FIRE RATED STORAGE/OFFICE PARTY WALL H VARIES X 7'-0" FRENCH DOOR EXT LEVER TEMP/INSUL RESIDENTIAL DECK � �\ /� O J VARIES X 7'-0" BI-FOLD INT RESIDENTIAL CLOSETS �1 K 10'-0"X 9'-0" STOREFRONT EXT PUSH PULL LOCK TEMP/INSUL I OFFICE MAIN ENTRANCE \ PERED T \ \ / / O Q NOTES: W W Q *ALL O.H.STOP.UNIT DOORS: DOOR MANUF.TO PROVIDE ALL HARDWARE W/DOOR UNIT ~ ~ __ __ _FINISH FLOOR h •ALL DOORS TO BE 1 3/4"THICK,UNLESS NOTED ~ co •ALL LEVER LATcrlsErs To BE ADA coMPDANr STOREFRONT O (I DOORS TOTAL) O (4T DOORS TOTAL)BI-FOLD J DOOR TYPES Q SCALE: 3/8"=1'—C" LL 6'-0" O z 8'-8" r^ 3'_0" 3'-0" 8 6 U'1T,i V O TEMPER L'��IED FINISH FLOOR h EXT. FRENCH DOORS INT. 3 HR FIRE-RATED DOOR O INT. S.C. WOOD DOOR EXT. H.C. METAL DOOR EXT. 3-HR FIRE RATED DOOR EXT. H.C. METAL DOOR STEEL ROLL-UP O.H. DOOR STEEL ROLL-UP O.H. DOOR STEEL ROLL-UP O.H. DOOR Q(1 DOORS TOTAL) © (1 DOORS TOTAL) O (7 DOORS TOTAL) O (2 DOORS TOTAL) D1 (1 DOORS TOTAL) O (4 DOORS TOTAL) © © O J J DOOR TYPES w SCALE: 3/8"-1'-O' W N WINDOW SCHEDULE TYPE NOMINAL WINDOW SIZE OPERATION MATERIAL REMARKS 6'-O" -- 9-O" NAL W-H IN INCHES GLASS FRAME 7'-O" 7-O QeOl��fySGENSF G/ A 72"x 72" FIXED INSULATING/ALUM. v 9 B 36"x 48" CASEMENT INSULATING/ALUM. 1�'S4 _ C 72"x 48" SLIDER INSULATING/ALUM. EGRESS D 36"x 72" FIXED INSULATING ALUM. E 72"x 72" FIXED INSULATING ALUM. 10P�v F 108"x 72" FIXED INSULATING ALUM. '9/ G 108"x 48" FIXED INSULATING ALUM. G MA H 72"x 48" FIXED INSULATING/ALUM. J 18"x 108" FIXED INSULATING/ALUM. W NOTE: ALL GLAZING TO HAVE U-FACTOR OF 3.2 OR BETTER � W D G � O FLOOR __ ~ _ __ __ __ __ __ __ __ __ __ __ ___ FINISH FLOOR h 0 E y FIXED ALUMINUM FIXED ALUMINUM r FIXED ALUMINUM z t L J (1 TOTAL) (1 TOTAL) v (1 TOTAL) co Y cc WINDOW TYPES J 6 E E SCALE: 3/8"=1'-0" Q :1 0. 8 U E -- -- -- -- -- -- -- -- -- -- - - - CO U r a(5 6'-0" S-O" 7.-0., kkk /. PTccvuslvE PRoeexrY OPauxweu THE STRUCI V RAL DESIGN STUDIO AND ARE PROTECTED UNDER FEDERALCOPYRIGHT LAWS.ANY UNAUTHORIZED RRPRODUSW OR USEOATHESE DRAWMGS WHOLE OR IN PART IS PROHIBITED WITHOUT PRIOR WRITTEN CONSENT BY MA XWELLSTRUCTLRAL DE4IGN STUDIO,PLLC FINISH FLOOR _ __ —_ __ __ _— __ __ _— __ —_ __ __ —— __ —_ _— __ —— __ __ _— __ —_ FINISH FLOOR OFIXED ALUMINUM O FIXED ALUMINUM O FIXED ALUMINUM O SLIDING ALUMINUM O CASEMENT ALUMINUM O FIXED ALUMINUM (1 TOTAL) (1 TOTAL) (2 TOTAL) (4 TOTAL) (1 TOTAL) (2 TOTAL) WINDOW TYPES Ja ' S' SCALE: 3/8"=1'—O" Plat s must be on Job Site ISSUE DATE STRUCTURAL SPECIFICATION PERMIT SET MARCH REVISED REVISED SET:APRIL 28,2019 GENERAL NOTES DESIGN CRITERIA WOOD FRAMING BUILDING CODE SAWN STRUCTURAL LUMBER The General Contractor shall verify all existing site conditions and coordinate dimensions Design, construction, and inspection shall conform to the International Building Code, (IBC), among all drawings prior to proceeding with any work or off site fabrication. 2015 Edition and all Local Codes that may be applicable. Structural lumber hall conform to the latest edition of the West Coast Lumber Inspection Hureau (WCLIB) or Western Wood Products Association (WWPA) grading rules for the Any discrepancies found among the drawings, specifications and notes shall be reported to the Material test standards referenced shall be the edition referenced in the 2015 IBC. specified sizes and minimum grades listed below: Engineer Of Record for clarification. OCCUPANCY CATEGORY OF BUILDING: II 2. & 4. Douglas Fir-Larch No.2 Contractor to submit a request to Engineer for any substitution of materials or products 6x and larger Douglas Fir-Larch No.l specified in the contract drawings or specifications. DESIGN LOAD CRITERIA O At a times, t>�eneral Contractor and Owner shall keep the loads on the structure within the Wood Members in contact with concrete or masonry walls below grade or supported by Contractor to provide she drawings to the Engineer for review limits of the desi n load criteria. concrete or masonry foundations that are less than 8" from exposed earth shall be prior to the fabrication and 4 erection of the following items: Structurally Insulated Panels (SIP's), Structural Steel and naturally durable wood or preservative-treated per AWPA I. See IRC section 2309.11 for Miscellaneous Metals, Manufactured Wood Joists and Trusses. The General Contractor is responsible to provide all bracing and shoring as required to support additional decay and termite protection requirements. O the loads that may be imposed on the structure during construction until all structural Q Holes, notching or other penetrations through structural members shall not be permitted without elements are complete. LAMINATED VENEER LUMBER (LVL) _ prior Engineer approval. Laminated Veneer Lumber shall conform to the min imum all design properties listed DESIGN ROOF LOADS below. LVL material to be of solid sections. Substitution of multiple piece sections L �!1 It is the responsibility of the General Contractor for safety and protection within and Roof Live Load 20 PSF requires Engineer's prior approval. r V/ adjacent to the job site. Snow Load 25 PSF (Minimum Local Jurisdiction / Balanced Snow Load) �1 Dead Load 25 PSF Where multiple piece LVL sections are specified in drawings, nail two ply and three ply �J Wood Load Duration Factor 1.15 LVL sections with (3) rows 16d common at 12"o.c. each ply. Importance Factor Snow (Is) 1.0 Q Drift and Un-Balanced Loads per ASCE/SEI 7-10 LVL Minimum Allowable Design Properties: O CONCRETE & REINFORCEMENT Ground Snow Load 5 PSF -3/9" thick 3-1/2" - 7" thick Exposure Factor 1.1 Fb (bending) = 2800psi Fb (bending) = 3100psi f(� CONCRETE Temperature Factor 1.1 Fv (horizontal) = 285psi Fv (horizontal) = 285psi �J f Structural concrete shall be of normal weight concrete (145pcf) with a ma ximum aggregate size DESIGN FLOOR LOADS Fc (parallel) = 3000psi Fc (parallel) 3000psi L. of 3/4, conforming to ASTM C 33, and shall meet the following criteria: Live Load 40 PSF (Live Load Deflection limit LL/900) Fe (perpendicular) = 750psi Fc (perpendicular) = 750psi T T T r Dead Load 20 PSF E = 2,200,OOOpsi E = 2,000,000psi LLI MINIMUM 28day MAXIMUM MAXIMUM SLUMP, AIR-ENTRAINMENT CEMENT WIND LOAD DATA MANUFACTURED WOOD JOISTS LOCATION COMPRESSIVE WATER-CEMENT inches PERCENT 2 1.58 TYPE Wind Sesser. gust) 115 MPH Manufactured wood I" 7ois ts, to be manufactured by RedBuilt, Truss Joist Corporation or I STRENGTH, psi RATIO (bl (a) Importance Factor (Iw) 1.0 Boise Cascade, and to be of the type and spacing specified in the drawings. 4 Building Category I Exposure Category B Joists shall be erected, installed and braced per manufacturer's specifications. INTERIOR CONCRETE, Internal Pressure Coefficient +/- .18 STEM WALLS, 6 FOOTINGS Other manufactured wood joists may be substituted with prior Engineer approval. O (NOT INCLUDING GARAGE 3000 .50 4 6 IT SEISMIC LOAD DATA SLABS) Pro@ect Co�inates (42.55, -114.44) All holes must be cut within joist web and meet manufacturer's requirements. Importance Factor (Is) 1.0 WOOD FRAMING EXTERIOR CONCRETE SS 0.081 Conventional Light Framing construction shall conform to IRC section 2308. r n AND GARAGE SLABS 5000 .95 9 6 II S1 0.081 v f Sol 0.225 All framing fastening shall be in accordance with IRC section 2304.9 unless otherwise Q Sit 0.129 noted on the drawings. Q a) Maximum slump based on maximum water-cementite out ratio. Mid and high range water reducing Site Class D Q is can n be used to inc re e slum beyond these max mum with A 1 of En Seismic Design Category B b) W p you pprova geneer. Minimum header shall be (3) 2x8 unless otherwise noted in drawings. b) Water shall not be added a at the job site such than then water-cementitious ratio is exceeded. Basic Seismic Force Resisting System - Light Frame Walls with Wood Structural Panels Response Modification Coefficient (R) = 6.5 Minimum header post shall be 2x6 bearing (trimmer) stud plus 2x6 king stud each and below CONCRETE HATCHING, MIXING, TRANSPORTATION, PLACEMENT, CONSOLIDATION, HOT 6 COLD WEATHER PROTECTION Simplified Analysis Procedure 6x8 and (2) 2x6 trimmer studs plus 2x6 king stud for 6x1O and larger, unless otherwise Concrete hatching, mixing, and transportation shall conform to ACI 304R. F= 1.1 noted in drawings. ` ,J Cement to conform to ASTM C 150. Vbase (unmodified) .038*W Aggregates ates to conform to ASTM C 33. Seismic Weights (W) Dead Loads + 35% Balanced Snow Load J 4te 4 4 Typical beam pocket at beam bearing locations shall consist of fuel beam width 2x6 �r II)) Water shall conform to ACI 318-39. bearing trimmers and 2x6 grabber stud each side. Where 2x6 grabber studs are not � �/I Placing of concrete shall conform to ACI 304R and ACI 318-5.10. Possible, provide Simpson TS22 or ST6224 steel strap attached equally to beam and bearing Q Pumping of concrete shall conform to ACI 304.2R. stud. No more than 90 minutes shall elapse between hatching and placement of concrete. Lt1 Form work sha11 conform to ACT 347R and ACT 318-6.1. Provide minimum 1-1/4" thick solid blocking below all bearing walls. Provide minimum Reinforcing steel and Embedded items shall be clean and free of foreign debris and be tied SO I L & FILL 1-1/9" thick solid rim board at perimeter of all floors. < 0 securely in place and care taken not to displace during concrete Placement. FOUNDATION/SOILS V Conduits and Pipes shall not be embedded in concrete without Engineers written approval. Provide solid blocking in floor space below all posts and trimmers from above. Where "I" W (v Consolidation of concrete shall conform to ACI 309R. The unconfined fall of concrete shall not Design soil bearing pressure = 1500 psf eed 5'-0". joists interrupt blocking, provide joist web stiffeners and blocking per manufacturers Hot weather concreting shall conform to ACI 305R. All foundations shall bear on firm, undisturbed, drained, granular soil free of organic recommendations. Cold weather concreting shall conform to ACI 306R. material. If soil is disturbed, compact soil in maximum 8" deep lifts to 95% maximum dry Typical wall construction to consist of 2x6 studs @ 16"o.c. module with framing members Concrete shall not be placed on disturbed soil, frozen soil, or placed in water density per ASTM D698. above, U.O.N. Foorms shall not be stripped frm walls and footings until concrete atnength reaches a minimum Contractor to notify Engineer if soil conditions are contrary to the assumed design conditions f 1000psi. Forms pporting suspended labs hall not be tripped til fu11 28day specified Where wall heights exceed 13. 0", wall construction to consist of 1-1/2"x5-1/2" BCI 2.0E which may require over excavation and placement of structural fill or a lower assumed soil compressive strength is achieved. organics. VERSA-STUD at 16"o.c. (or equivalent). 1 Sf bearing pressure such as clays, silts or CONCRETE WALLS PLYWOOD SHEATHING Q �. f 2'-0" b i i shall b h ti f footings sa ear a minimum o Provide dowels from footing to wall to match vertical reinforcement size, spacing and location Exteriorelow finished grade unless otherwise noted i° All plywood sheathing shall be APA rated exposure 1 plywood with thickness, veneer grades with embed hooks minimum 12 bar diameters in length, U.O.N. the drawings. and span ratings as noted herein or in drawings. 9 STRUCTURAL FILL grain perpendicular to supports and Provide corner bars with 2'-0" long legs to match horizontal reinforcement size, spacing and Plywood at roof and floors shall be laid with face location unless otherwise noted in drawin s. La s lice horizontal steel full len th with Struct�l7 to be GW, GP, Sw, or Sp soil under the unified classification system. #�4 4 P P 9 end joints staggered at 9'-0" o.c.. Provide 1/8" space at all panel edges. QF Structural Fill shall consist of 9" minus select, clean, granular soil with no more than 12% corner bars. the #200 sieve. LN,iA.passing Nail roof sheathing with lOd common at 6"o.c. boundary edges, 6'•o.c. interior panel edges, Reinforcingsteel shall be continuous through all cold joints. Fill shall be placed inlifts of no more than 8", moisture conditioned, and compacted to 958 of - 9 J modified proctor density ASTM D1557. and 12"o.c. intermediate unless otherwise noted on drawings. Stem walls shall not be back filled until main floor is framed and sheathed, and concrete has Structural Fill placed below footings must extend laterally outside the perimeter of the Glue floor sheathing and nail with 10d common at 6"o.c. boundary edges, 6"o.c. interior cured a minimum 7 days. footing for a distance equal to the thickness of the fill measured from the bottom of the panel edges, 12"o.c. intermediate unless otherwise noted. footing to the underlying undisturbed soil. Provide adequate drainage behind walls as required to prevent standing water behind walls. Back fill behind stem walls and retaining walls to be the same as prescribed above, except the Unless otherwise noted in drawings and shear wall schedule, nail APA rated wall panel maximum aggregate size should be 2". Compaction of back fill behind walls shall be done by edges and boundaries with 8d galvanized box at 6"o.c., and 12"o.c. intermediate. Block 'g Anchor bolts shall be ASTM F1554 Grade 36 and of the size and spacing as indicated on the hand compactors. and edge nail all horizontal panel edges at designated shear walls. O m per wall, an a3 drawings and have a 7' m embedment depth. Anchor bolts to be within 1'-0" of sill plate O w ends, with a minimum of two closer than 6" from concrete wall corners. Roof Sheathing: :D o CONCRETE SLABS ON GRADE 5/8" COX minimum (40/20) span rating. o Unless otherwise noted on drawings, concrete slabs on grade to be minimum 4" thick, reinforced Floor Sheathing: Z ry with #3 @ 18"o.c. each way placed at slab centerline. 3/4" CDX T&G minimum (48/24) span rating. Z L O r Thicken perimeter slab edges to 6" thick and provide additional #3 in thickened edge. STEEL AND MISC . METALS Exterior Wall Sheathing: (p t o 15/32" CDX minimum (24/0) span rating unless otherwise noted. 7/16" Oriented Strand Slabs to be placed over 6" thick compacted gravel base over undisturbed or compacted native Hoard with the same span rating may be substituted for exterior wall sheathing. ❑ '$ m 01 strata. STRUCTURAL STEEL AND MISCELLANEOUS 14ETALS E E All structural steel fabrication painting, and erection shall comply with RISC Manual of J 0,L� uAll Ua p q, p y GLUED-LAMINATED TIMBER � c Q ]cat surfaces en construction joints shall l free of dust, chips and foreign matter Prior to Steel Construction including the Code of Standard Practice and the IBC 2015 edition. A11 Glued-Laminated Timber shall conform to the AITC 117 Combination 29F-VS DF/DF 1.8E 0= N m d casting adjacent slab. Reinforcement shall be continuous through construction and crack unless noted otherwise in drawings. Enclosed or wrapped glued-laminated timbers to be control joints. Ali wide flange sections shall conform to ASTM A992 yield stress = 50 ksi. industrial grade finish. Exposed glued-laminated timbers to be architectural grade F ; finish or as indicated in drawings. N m Provide 3/8" thick expansion joint material and sealant between slab edges and abutting walls Ali plates, angles, and channels to conform to ASTM A36 yield stress = 36 ksi. U " E and columns On otherwise noted on the drawin ; o gs' Fabrication shall be i accordance with AITC 117. Provide wet use adhesives. Maximum x Ali structural steel tubing to conform to ASTM A500 grade B yield stress = 46 ksi. moisture content shall be15%. Provide 3/4" deep tooled or saw-cut crack control joints at a maximum of 15'-0" apart in both a directions. Fill joint with and elasmeric sealant. Contractor to submit to the Ali structural steel pipe shall conform to ASTM A501 grade B yield stress = 36 ksi. Timbers to be fabricated with single piece lumber across the width or multiple pieces 333 Architect/Engineer proposed control and construction joint locations for review prior to that have been edge bonded. concrete placement. Use ASTM A125 bolts where specified in documents for all steel to steel connections with a REINFORCING STEEL minimum diameter of 5/8". Install Glued Laminated Timber beams with "TOP SIDE" up as designated on beam. Reinforcing steel shall conform to ASTM A615, grade 60. Welded Wire Fabric shall conform to All bolts shall be tightened to the minimum bolt tension in Accordance with AISC ASTM A185. Reinforcing steel to be detailed, fabricated, and placed in accordance with ACT 315 Specifications For Structural Joints Using ASTM A325 or A990 Bolts. Direct tension NAILS, BOLTS, LAGS AND PREFABRICATED CONNECTIONS FOR WOOD and ACI 318. indicators or twist-off-type tension-control be as may be used. Provide Unless otherwise noted in drawings or hardware supplier specification, all nails shall be carbonized washers between turned element and steel. Connections indicated as slip critical common or galvanized box. Reinforcement and deformed bar anchors to be welded shall be A706 weldable or prior approved (SC), shall have a minimum of a Class A contact surface preparation and bolts tightened to Wood bolts and lags shall conform to ASTM A307 grade unless otherwise noted. Provide mild equal. Welding of rebar to be approved by Engineer. Welding shall conform to AWS D1.4 the specified minimum bolt tension utilizing direct tension indicators.standards. steel plate washers at all bolt heads and nuts bearing against wood. LA SPLICES Holes in structural steel may be made only with Engineer prior approval. Metal connectors specified in drawings shall be manufactured by the Simpson Strong Tie P Unless otherwise noted, lap splices shall be minimum 98 x bar diameter. All welding shall be performed in accordance with a Welding Procedure Specification (WPS) as Company and installed per their specifications. Other manufacurers may be considered ME CONTENT OF THIS DRAWING IS THE required in AWS D1.1 Structural Welding Code and the IBC 2012 code. where load capacity and dimensio t ns are equal or better. All substitutions must be yIXUyi�° p �c-srcD�o anRE Clear spacing between bars to be greater than 2 bar diameters. Clear cover greater than 1 bar submitted to the Engineer for review. MOTE,MOTECTUD UNDER-CO-LIGHT diameter. Weld Filler to comply with E70XX low hydrogen electrodes with a Charpy-V-Notch (CVN) of 20 EAws.ANV L'NAHTHORFEED foot- ounds at -20 degrees F. The WIG shall be within the parameters established b the Provide the maximum nailing pattern for all metal Connectors. DEFRODnCQ1-FIEOFTHESE Reinforcement concrete cover requirements, unless otherwise noted in drawings, as follows: P 4r P Y NCr VuTHOUOAEVFART�s qui 4 filler metal manufacturer. Nail o substitutions, other than manufacturers specified, must have CONSEFROHIB�TBY wrrHouT STRUCTURAL TURALN sped CONSEN"1'tlY M.IXWELL 5'1'AHC'fL'RAL (1) Cast against earth 3" Welder shall be certified by AWS standards within the past 12 months. Upon request, Architect/Engineer prior approval. DESION STUDIO,FELL. (2) Cast against form, written certification shall be submitted to the Architect/Engineer or special inspectors for Anchorin adhesive shall be two component 100% solids based system lied i Exposed to earth or,weather 2" review. 4 omponen epoxy sys static (3) Walls, slabs, joists w manufacturer's standard side-by-side cartridge and dispensed through a static mixing Not exposed to earth or weather 3/4" Welder shall avoid welding directly in the K-area of structural steel. nozzle supplied by the manufacturer. Epoxy shall meet the minimum requirements of ASTM (4) Beams, columns C-881 specification for type I,II,IV and V grade 3, class B and C and must develop a Not exposed to earth or weather 1-112" Shop drawings shall be approved by Engineer prior to fabrication o ection. Shop drawing minimum 13,390 is compressive yield strength after 7 day cure. submittal shall include, but not be limited to, all welding, bolting, dimensions, member size and grade. ■ 10 SITE PLANS Pla s must be on Job Site11 ISSUE DATE PERMIT SET:MARCH 08,2019 REVISED SET:APRIL 26,2019 0 Z iO o 1 16 17 J Q FOUNDATION NOTES 3' 30'-0" O }z}} 10'-0" 10'-0" s SEE SPECIFICATION SHEET FOR CONCRETE DESIGN PROPERTIES, MINIMUM REINFORCEMENT SPLICE LENGTHS,ETC. 0+0 ; s+ J J T FOOTING REINFORCEMENT TO BE PLACED AT 3"CLEAR FROM °° l S I A V BOTTOM OF FOOTING,U.O.N. T.O.W.=87'-10" LOCATE HOLD DOWNS AT ENDS OF SHEAR WALL ABOVE I, o 2 O ANCHOR BOLTS TO BE e"Ox10"J BOLTS PLACED 6"FROM ENDS OF WALLS AND @ 48"D.C.BETWEEN U.O.N.PER PLAN AND/OR DETAILSco B FA=POST FROM ABOVE,SEE UPPER FRAMING FOR POST SIZE. { Q ATR=ALL THREADED ROD,GRADE A36. I ho osTFA EXTERIOR WALLS TO BE BACK FILLED WITH COMPACTED �• z FREE DRAINING GRAVEL. PLACE ALL FOOTINGS ON UNDISTURBED STRATA OR COMPACTED J STRUCTURAL FILL TO THE MINIMUM REQUIRED FROST DEPTH. s r FOR MORE INFORMATION CIVIL DRAWINGS AND SHEET S1.0 Q WSW18x10 DENOTES WOOD SHEAR BRACE BY SIMPSON IIIFI T.O.W.=6"" V! Ld SELF-STORAGE REFERENCE ,I>° ' 0 STRONG-TIE Co. PROVIDE AND INSTALL ANCHOR AND STEM WALL FORGE STRUCTURAL DRAWINGS 4mp CONCRETE SLAB ONa V EXTENSION KITS PER MANUFACTURER'S SPECIFICATION. FOR MORE INFORMATION I sRnDBv1 us 1e n:Ea. e °° W N a WAY @ SLAB CENTERLINE NOTE: e INSTALL RADON ABATEMENT SYSTEM AS MAY BE Tsrs TO SLAB 68'-6" ° REQUIRED TO MEET PROVISIONS OF 2012 INTERNATIONAL Q� as o RESIDENTIAL CODE,APPENDIX F. T.O.W.=66-10"' ` 0 NOTE: j�`To.sue�67'-6—• . ° YONA4gayGi _ FIELD VERIFY ALL FOOTING STEPS AND ELEVATIONS. yqE-' 40. BOTTOM OF ALL FOOTINGS TO BE A MINIMUM T-O"BELOW EXTERIOR FINISH GRADE,SEE GRADING PLAN AND SHEET 2 e 'i42 S1.0 FOR MORE INFORMATION. I C Sg a3 T.O.W.=89'-0" " O �e 7 'T STEP..°° T.O.W. 97'10; ° Z E c N SjEP LU i TTEP •(P' a =N Ri 66d - - F ~ "m3 W� n3pE 50 O� T.G.W.=89'-0 , Jm m rn 3c0 � D O a ��in f)a-L�J 8'-9.. 4'-0„ 1 7,-3" 30'-0" 16 17 THECONTENTOFTHIS DRAWINGISTHE RXCLUSD'E PROPERTY OF MAXl4'EIL SIRUI—R-DESIGN STUDIO A\9 ARE PROTFL D UN—FFn—COPYIUGHT L4WS.ANY UNAUTHORIZED REPRODUCTION OR USE OF-.E TNGS IN WHOLE OR IN PART IS PROHIBOT WITHOUT PRIOR— CONSENT BY NIAXWELL STRUCTURAL DESIGN SFUDIO,PLLC. FOUNDATION PLAN SCALE : 1/4"= V-0" Jo SI P fm Pla s must be on Job Site ISSUE DATE PERMIT SET:MARCH 08,2019 REVISED SET:APRIL 26,2019 0 Z O J J O'n z V 15 16 12 17 / A5.0 11j"BCI 6000® 2 �Jk�� "24o.0. ��6� 0+10 I.l. e+'o oz.0(2)1jR11b LVL 4� FLOOR FRAMING NOTES _ _ _ _ _ Sx7 L _ - - - _ - 7- _ 5R7 O_ _ _ A 0 STRUCTURAL FLOOR SYSTEM SHALL BE 3/4"CDX T&G FLOOR SHEATHING GLUE AND NAIL W/10d COMMON @ 6"1 EDGE,6"o.c.BOUNDARY,AND 12"o.c. f FIELD NAILING OVER JOIST PER PLAN,U.O.N. M� 6 Q Q PROVIDE SOLID BLOCKING IN JOIST SPACE BELOW ALL POSTS OR r z TRIMMERS FROM ABOVE,WHERE I-JOISTS INTERFERE WITH SOLID - BLOCKING,PROVIDE SQUASH BLOCKING PER JOIST MANUF.INSTRUCTIONS y y s}xza LVL ry y Q J AT ENDS OF ALL HEADERS,PROVIDE MINIMUM 2x6 TRIMMER AND 2x6 KING STUD BELOW 6x8 HEADER AND(2)2x6 TRIMMERS AND(1)2x6 KING STUD Fr Fr Fr Fr a a UNDER 6x10 HEADER OR GREATER,U.O.N.PER PLAN. NAIL KING STUD 6 r n Ld WITH(2)16d @ 6"o.c.((6)MINIMUM)TO HEADER AND(1)16d @ 9"o.c.TO v TRIMMER STUD PACK,U.N.O. 11 PROVIDE MST37 STRAP ACROSS ALL BREAK IN TOP PLATES,U.O.N. w N #T=NUMBER OF TRIMMER STUDS z #K=NUMBER OF KING STUDS FA=POST FROM ABOVE,SEE UPPER FRAMING FOR POST SIZE. AF=ACROSS FLOOR g ry1� 11aA4*fir WHERE POST STOPS AT A CONTINUOUS HEADER PROVIDE A35 ON A5.0 a* �H EACH SIDE OF POST TO HEADER(10dx12"NAILS TO POST) C r2r TYPICAL EXTERIOR WALL CONSTRUCTION SHALL BE 15/32"CDX(24/0)SPAN , Foy o RATED SHEATHING OVER 2x6 DF-L No.2 @ 16"o.c.MODULE W/FRAMING iG MEMBERS ABOVE. NAIL SHEATHING WITH 8d @ 6"o.c.EDGE NAIL AND @ I I I N e, 12"o.c.FIELD NAILING,PROVIDE BLOCKING AT ALL PANEL EDGES.U.O.N. I Fin N C NOTE:PROVIDE SOLID BLOCKING W/IN WALL O FRAMING FOR ATTACHMENT OF 5D `a HANDRAIL/GAURDRAIL/GRAB BARS z 7 F m ETC. WHERE OCCUR. 0) E N FP � 6 z co Yo$ W T v ti^� O NJ W y > 6 < tS 6 I ' m LYE E� O 3 o E oa:QFq [n U�aU r 6 5}x7}LVL 6 5]0j LVL 1 o2o Sim I THECONTENTOFTHIS DRA NGISTHE EXCLUSIVE PROPERTY OF MAXIVEIL 15 16 0 17 STRUCTURAL DESIGN STUDIO AND ARE PRorEc DUNDLRFEDERAL coPYRICHT LAWS.ANYUNALTHUl OF A5.0 OHIBL wrrHcoU PRIOR�mrrrcry cS IN wHOLR OR Ire PaRT IS CONSENT BY NIAXWELL STRUCTURAL DESIGN SFUDIO,PLLC. UPPER LEVEL FRAMING PLAN 04 4.1 IN JO SI PL S SCALE : 1/4"= V-0" Pla s must be on Job Site ISSUE DATE PERMIT SET:MARCH 08,2019 REVISED SET:APRIL 26,2019 0 Z iO o 1 J 16 2 17 J Q A5.0 LL 30'-0" 3'-0" O Z 36"GUARDRAIL PER 20121R _ 4•_0" 3 W IL SIM I I I 4 ' 4 STORAGE BELOW, OUTLINE SHOWN DASHED O 1 N =v ul^ x9 LVL , '^ ROOF FRAMING NOTES ————————— �v DGN E 2x,D_ + + 6 _ 6 _5ax9a L� DOD L Zx10 B � °= ROOF SYSTEM SHALL BE%"CDX(%o)OVER PRE-MANUFACTURED I <�Sao L1 TRUSSES @ 24"o.c.PER PLAN W/2x10 TRUSS TAILS,U.O.N.. I I HSzo z Fq 2 J AT ENDS OF ALL HEADERS,PROVIDE MINIMUM 2x6 TRIMMER AND 2x6 KING 6 1 12 1 F1O J STUD BELOW 6x8 HEADER AND(2)2x6 TRIMMERS AND(1)2x6 KING STUD o UNDER 6x10 HEADER OR GREATER,U.O.N.PER PLAN. NAIL KING STUD WITH(2)16d @ 6"o.c.((6)MINIMUM)TO HEADER AND(1)16d @ 9"o.c.TO ' TRIMMER STUD PACK,U.N.O. Ld 2x10®24"o.c. 1 I I LADDER FRAMING ir O PROVIDE MST37 STRAP ACROSS ALL BREAK IN TOP PLATES,U.O.N. ' .1 #T=NUMBER OF TRIMMERS U 1 �I U 1 ryty N #K=NUMBER OF KING STUDS 1 I w l I WHERE POST STOPS AT A CONTINUOUS HEADER PROVIDE A35 ON EACH SIDE OF POST TO HEADER(10dx112'NAILS TO POST) I I o MNA4£ TYPICAL EXTERIOR WALL CONSTRUCTION SHALL BE 15/32"CDX(24/0)SPAN 9 I 6 11 RATED SHEATHING OVER 2x6 DF-L No.2 @ 16"o.c.MODULE W/FRAMING A5.0 A5.0 MEMBERS ABOVE. NAIL SHEATHING WITH 8d @ 6"o.c.EDGE NAIL AND @ ryti� 12"o.c.FIELD NAILING,PROVIDE BLOCKING AT ALL PANEL EDGES.U.O.N. 1 2x10 024"o.c. OF, 1 I LADDER FRAMING jI I 5 -rJ1 I 1 N 1 1 0 NOTE: WHERE STUD HEIGHT EXCEEDS 13'-0"USE LSL OR LVL STUDS PER STRUCTURAL SPECIFICATIONS U.O.N. s I In v_ _I ; N PROVIDE SOLID BLOCKING W/IN WALL 1 n 1 O L FRAMING FOR HANDRAIL/GAURDRAIL/GRAB 6 I 00 IseLU r BARS ETC.ATTACHMENT WHERE OCCUR. o g a 4 a N "' d U D= S�x9}LVL X�JF- F m 3 1 6 — tit 6 _ F p ' 3 o E p a a:0 � I (n U�It U I 3 16 10 17 A5 0 THECONTENTOFTIF DRAWINGISTHE EXCLUSIVE PROPERTY OF MAXWELL STRUCTURAL DESIGN STUDIO A\9 ARE PROPEG D UN-FEn-COPYIUGHT LAWS.ANY UNAUTHORIZED REPRODUCTION OR USE OFTH.E TNGS IN WHOLE OR IN PART IS PROHIBITED WITHOUT PRIOR- CONSENT BY MAXWELL STRUCTURAL DESIGN STUDIO,PLLC. ROOF FRAMING PLAN SCALE : 1/4"= 1'-0" i PLA S FSil ust be on Job ISSUE DATE PERMIT SET:MARCH 08,2019 REVISED SET:APRIL 26,2019 CO Z 0 _0 d WSWi8x10 SHEAR WALL PER MANUFACTURER TIES PER SHEAR WALL ,--� MANUFACTURER 4"CONCRETE SLAB J PER LL 8"CONCRETE WALL w/ O REINFORCEMENT PER DIO COUPLERW ANCHOR BOLT AND EXTENSION KIT PER MANUFACTURER (3)#5 EA WAY O r� v! "H"SHAPED STUDS,NO 25 MSG GALV STEEL ❑ W/(2)1"GYPSUM BOARD PANELS 2'-6 Q ❑UL RATED GYPSUM BOARD Z IGz VAPOR PERMEABLE WEATHER RESISTANT—,_ FINISH PER ARCH'L 3 BUILDING WRAP OVER'%z'CDX OVER 2x6 @ 16"o.c.NAIL SHEATHING PER PLAN AND SHEAR WALL SCHEDULE 2X6 BOTTOM PLATE w/(2)10d @ 8"a.c. CUT VERTS 2"CLR /-4"CONCRETE SLAB PER PLAN OVER Uj EDGE NAIL(E.N.)TO 2x6 P.T.D.F.W/ FROM TOP OF SLAB COMPACTED STRUCTURAL FILL, < O s%"OX10"A.B.@ 48"0.c.W/Y4x3x3 2X10 SILL PLATE SLOPE TO DRAIN PER ARCH'L PLATE WASHER OVER SILL SEAL, HARDSCAPING PER W N U.O.N.PER PLAN 4"CONCRETE SLAB W/#3 @ 18" ARCH'T E.W.PER PLAN OVER COMPACTED STRUCTURAL FILL GRADE PER SITE PLAN, HARDSCAPE WHERE OCCURS PER ARCH'L T.O.SLAB=PER PLAN CONCRETE FOUNDATION 4" 4" }0IIIAL SYSTEM PER@ 8"CONCRETE WALL W/#5 HORIZONTAL q•• q• THICK EN S AB TOP,BOTTOM,AND 16"o.c.BETWEEN AND#5 VERTS @ 32"0 .c.W/8"EMBED 14254 HOOK,ALTERNATE HOOK DIRECTIONS 3" 4 ADDITIONAL#3 @ •1T,F 1O� . THICKENED SLAB (2)#5 LONGITUDINAL - "-----" 2 O 8" 10" 8" O aO 2'-2" J) a�n VAPOR PERMEABLE WEATHER RESISTANT Z E n BUILDING WRAP OVER 1%2'CDX OVER 2.6 t o" 5 @ 16"O.c.NAIL SHEATHING PER PLAN AND FINISH PER ARCH'L — SHEAR WALL SCHEDULE W Y>. �OJ «Y U ! E� E> O EDGE NAIL(E.N.)TO 2.6 P.T.D.F.W/ ?N s/e'0x10"A.B.@ 48"o.c.W/Yac3NJ x3 PLATE WASHER OVER SILL SEAL, w N m U.O.N.PER PLAN 4"CONCRETE SLAB W/#3 @ 18" !^ E E.W.PER PLAN OVER COMPACTED O J m°® E STRUCTURAL FILL GRADE PER SITE PLAN, r 0 o IL CONCRETE STEP WHERE OCCURS HARDSCAPE WHERE OCCURS U) U a U 4"CONCRETE SLAB W/#3 @ 18" PER ARCH'L T.O.SLAB=PER PLAN E.W.PER PLAN OVER- COMPACTED STRUCTURAL FILL 4"CONCRETE SLAB W/#3 @ 18"E.W. -III PER PLAN OVER COMPACTED 8"CONCRETE WALL W/#5 HORIZONTAL STRUCTURAL FILL TOP,BOTTOM,AND i6"O.D.BETWEEN 4 4 T.O.SLAB=PER PLAN AND#5 VERTS @ 32"o.c.W/8"EMBED HOOK,ALTERNATE HOOK DIRECTIONS — ADDITIONAL#3 @ • THICKENED SLAB T.O.SLAB=PER PLAN (2)#5 LONGITUDINAL THE CONTENT OF THIS DRAWING IS THE EXCU SIVE PROPERTY OF]L—ELL STRUCIURALDESIGN STUDIO AND ARE PROTECEED UNDER FEDERALCOPYRICHT LAWS.ANY[INAUTHORIZED ••••••• RE—NGSIIO N—IO SEOFTHESE (2)#4 @THICKENED SLAB 8" 8^ 8" DRAwERTEDWITHOE PRIOR HT PROHIBITEDWITHOUTPRIOREN ST CONSENT BYIIAXNEIl SPBUCFlHALRU1L .—4.. 8" 8" 8" DESIGN STUDIO.F— (2)#4 @THICKENED SLAB �\ �\ 2—0 JOB SITE PLANS Plai is must be on Job Site for all nsp rtinnS ISSUE DATE PERMIT SET:MARCH 08,2019 REVISED SET:APRIL 26,2019 B.N.SHEATHING TO TRUSS BLOCKING,ATTACH BLOCKING W/A34 5/e'COX(4022°)OVER PRE-MANUFACTURED TRUSSES @ 24"o.c.W/2z10 TRUSS TAILS 2x10 STRUCTURAL FASCIA, 12 TYR NOTE:@ SIM CONDITION: CO 0 UPHILL END OF TRUSS W/ 6'-0"OVER HANG OCCURS ,�� PER PLAN O < COSMETIC BEAM WHEREL V! OCCURS W/ATTACHMENT H2.5 ANCHOR EA TRUSS TO DEL ,--I PER TOP PLATES,TYP., i TRUSS SCREW OPT.SDWC15600 L EDGE NAIL(E.N.)TO DEL 2x6f/ FINISH MATERIALS AND O z TOP PLATE,TYP. INSULATION PER ARCH'L, VAPOR PERMEABLE WEATHER TYR. m _ RESISTANT BUILDING WRAP OVER'E" W CDX(24/0)SPAN RATED SHEATHING OVER 2x6 @ 16"o.c.,NAIL SHEATHING PER PLAN AND SHEAR WALL SCHEDULE O B.N.SHEATHING TO 2x10 a"CDX(40/20)OVER 2x 10 @ 24"o.a VAPOR PERMEABLE ❑ BLOCKING,ATTACH BLOCKING LADDER FRAMING W/HANGERS WEATHER RESISTANT Q PER PLAN(AND SUPPORTING ❑ W/(4)16d TOE-NAILS TO DBL PRE-MANUFACTURED TRUSSES) WINDOW PER ARCH'L (24 0)SING PAN RATED P OVER TOP PLATES CDX BUI DX SHEATHING OVER 2x6 @ 2x10 STRUCTURAL 16"o.c.,NAIL SHEATHING < J FASCIA,RUC U.O.N. PER PLAN AND SHEAR TYP. WALL SCHEDULE J PER PLAN N.TO 2x6 BOTTOM 'Q PLATE,TYP. Ld CDX GLUE AND NAIL OVER JOISTS PER PLAN e"CDX T&G GLUE AND < 0 NAIL FASCIA AND SOFFIT HANGEREPER PLAN R JOISTS W/ �1,`T� PER ARCH'L � N 514'1NA1,E ,. EDGE NAIL(E.N.)TO DEL 2x6 TOP PLATE,TYP. VAPOR PERMEABLE WEATHER 14 54 RESISTANT BUILDING WRAP OVER CDX(24/0)SPAN RATED SHEATHING2,F OVER 2x6 @ 16"o.c.,NAIL SHEATHING PER PLAN AND SHEAR WALL SCHEDULE 541x20 LVL BEAM PER DEL iazi la LVL PLAN STRUCTURAL FASCIA PER PLAN O O ao 5 2 Z E ry t o" D Y o 2x6 BLOCKING @ PANEL EDGE, W N T N TYPICAL AT ALL SHEAR WALLS •• mio .4 E E E.N. IL«> u VAPOR PERMEABLE WEATHER j ZI rn RESISTANT BUILDING WRAP OVER j"CDX(24/0)SPAN RATED SHEATHING OVER 2x6 @ 16"o.c., U m NAIL SHEATHING PER PLAN AND E SHEAR WALL SCHEDULE C! 2x6 BOTTOM PLATES AS (� U Elm U CDX 0%%)OVER 2x8 SUPPORT BLOCK OVER 2x8 REQUIRED,ATTACH EA PLATE CDX T&G GLUE AND PRE-MANUFACTURED TRUSSES SPACER BLOCK @ 48"o.c.MAX,ATTACH W/(2)16d @ 16"o.c. NAIL OVER JOISTS PER @ 24"o.c.W/2x10 TRUSS TAILS TO TRUSS TOP CHORDS W/A35 EA END PLAN AS DETAILED BOUNDARY NAIL(B.N.)SHEATHIN W/10d @ 6"o.c.TO BLOCKING BETWEEN TRUSS TOP CHORDS EDGE NAIL(E.N.)TO 2x6 DBL TOP PLATE'TYP. THE COMFENT OF THIS DRAWING IS THE o EXCU SIVE PROPERTY OF]L-ELL COSMETIC BEAM PER ARCH'L ATTACH STRUCTURALDESI—DID,ry AaF. W/(2)RSS "OJzB"SCREWS W/ "zi"0 VAPOR PERMEABLE WEATHER FROE—rEEDUT. mrvR[Gxr WASHER(PARALLEL /JOIST) PROVIDE GROUND FOR SOFFIT RESISTANT BUILDING WRAP OVER REPRODUCTIONORUSEOFTHESE MATERIAL INSTALLATION "CDX(24I0)SPAN RATED rnowe TEE WITHOU TPRIOR-HTR IN PKRT TEN SHEATHING OVER 2x6 @ 16"o.c., FINISH MATERIALS AND CONSErvrexyixw STRUMHAL NAIL SHEATHING PER PLAN AND INSULATION PER ARCH'L DESIEN STUDIO,FL /\ �\ SHEAR WALL SCHEDULE JOB SITE PLANS Plai is must be on Job Site fnr all His PrtinnS STRUCTURAL COVER SHEET UJ Q o EASTLAND STORAGE SOLUTIONS $ Lochsa o m u') U 240 EASTLAND ROAD 01e n g i n e e r i n - 0 o V N CV ti .� Boise, ID Las Vegas, NV -� a, q TWIN FALLS, I DAHO 201 N. Maple Grove Ste 100 1-866-606-9784 Denver, CO Z C°M Boise, Idaho 83704 Calgary, Alberta to co 8 Phone (208)342-7168 www.Lochsa.com 0 _ N o 0 General N a)Sheet List m "ert� _ 1. All design and construction shall conform to the 2015 International 12. Observation visits(site visits)by representatives of ArchitecUStructural 0- d Building Code and local jurisdictional amendments per state,county,city.etc. Engineer do not include inspection of construction means and methods.Site ORIGINAL REV. REV. > E visits during construction are not continuous nor detailed inspection services DWG# DRAWING TITLE SUBMITTAL # DATE 2. References to ASTM and other standards shall refer to the latest edition which are to be performed by others. Observations are performed solely for S0.01 STRUCTURAL COVER SHEET 02/25/19 t0 designated by IBC Chapter 35.Refer to the specifications for information in the purpose of determining if the Contractor understands design intent shown M addition to that covered by these structural notes and drawings.The following in the contract drawings. Observations do not guarantee Contractor's S0.02 STRUCTURAL DESIGN NOTES 02/25/19 standards were used for design. performance and are not to be construed as supervision or verification of construction. Building Code Requirements For Structural Concrete ACI 318-14 S0.03 STRUCTURAL DESIGN NOTES AND SPECIAL 02/25/19 North American Specifications For The Design Of AISI S100-12 13. Products that require a report on code compliance shall have an ICC-ES INSPECTIONS //�oe h sa Cold-formed Steel Structural Members or IAPMO report evaluated for the above listed governing building code. e e e Minimum Design Loads For Buildings And Other Structures ASCE 7-10 Where required by the governing jurisdiction,a submittal as an alternate S1.01 BUILDING"A"FOUNDATION PLAN 02/25/19 201 N.Maple Grove Ste.too 9 material and method is required for all reports evaluated to an earlier edition BOISE IDAHO 83704 of the IBC.Reports evaluated to codes other than the above listed code are not Phone(208)342-7168 All specifications and codes noted shall be the latest approved editions and permitted,unless allowed by the governing jurisdiction. S1.02-A BUILDING"B"FOUNDATION PLAN 02/25/19 LE JOB#194023.00 AIL$1XWB.NRAL OETA4s 09EDON 1NS PI._ revisions by the governmental agency having jurisdiction over this project. mPw X __SAEXgwFa_glom,. 14. Contractor shall investigate the site during clearing and earth work operations FOUNDATION PLAN 02/25/19 Ar�E""EWNEERa`WIT-MOFDuo.WUUSAM CA6EMS IS MT 3. The Contractor shall verify all dimensions prior to starting construction.The for filled excavations or buried structures such as cesspools,cisterns, S1.02-B BUILDING"B" Engineer Logo Architect shall be notified of any discrepancies or inconsistencies. foundations,utilities,etc.If any such structures are found,the Structural Engineer shall be notified immediately. S1.03 BUILDING"C"FOUNDATION PLAN 02/25/19 4. Summary of Work:Project consists of new construction as shown on these Contract Documents used in coordination with the Architectural and other 15. Construction materials shall be spread out when placed on framed floors or S1.04 BUILDING"D"FOUNDATION PLAN 02/25/19 o��°'g\0 T Fa��yF discipline's documents.See also note 7. roofs. The construction material load shall not exceed the design live load per c� square foot. Provide adequate shoring and/or bracing where structure has not 5. Warranty:The FOR has used the degree of care and skill ordinarily exercised attained design strength. S1.05 BUILDING"E"FOUNDATION PLAN 02/25/19 7 under similar circumstances by members of the profession in this locale and no 2/25119 other warranty,either expressed or implied,is made in connection with 16. See the architectural drawings for the following: S1.06 BUILDING'IF"FOUNDATION PLAN 02/25/19 0r% rendering professional services. Size and location of door and window openings,size and location of interior J MA and exterior non-bearing partitions,size and location of concrete curbs,floor xP.05131 020 6. Structure noted in the drawings as existing shall be field verified by the drains,slopes,depressed areas,changes in level,chamfers,grooves,inserts, S1.07 BUILDING"G"FOUNDATION PLAN 02/25/19 Engineer eal Abbreviations contractor and any discrepancies noted shall be reported to the size and location of floor and roof openings,floor and roof finishes,stair Architect/Structural Engineer. framing and details,dimensions not shown on the structural drawings,ceiling S1.08-A BUILDING"H"FOUNDATION PLAN 02/25/19 assemblies,exterior wall assemblies,etc. 7. Construction documents include but are not limited to:drawings.plan notes. ACI AA°,Iced°rB ItoncMelnsNute MATL. Mae,i"I Moment typical details,general notes,custom details,specifications,etc.In addition to 17. See mechanical,plumbing,and electrical drawings for the following: S1.08-B BUILDING"H"FOUNDATION PLAN 02/25/19 ADD. Atltl'Nan MAX. Maxinam those prepared by other disciplines. Pipes,sleeves,hangers,trenches,wall,floor,and/or roof openings,duct AFF ARL"RnisM1Fbor M.B. MaM41a.1 P 9W Q AGGR. Aggregate MED. Mechenbal penetration,electrical conduit runs,boxes,outlets in walls and slabs,concrete S5.01 CONCRETE TYPICAL DETAILS 02/25/19 AIA American Institute of Archilecb D. Medium O AISO Amed laatltatearst1In-hbpagan MET. Mebl 8. Do not scale the drawings for dimensions not shown. inserts for electrical,mechanical or plumbing fixtures,size and location of AISI Amencen Iran and Stael InsNute MEZZ. Me-nine Air a"m m MIN Minuem machine or equipment bases,anchor bolts for mounts,etc.,except as shown S6.01 BUILDING DETAILS 02/25/19 ANSI -iinN-naiSh.-MalnaNule MISC Miscellaneous 9. Notes and details on the drawings shall take precedence over general or noted.See also note 13. O APA AnI-I,PlywootlAssocledon MIX. M.- notes,typical details,and the project$ ecifications. A AppmApp.. MK. Mark YP P I P ARCH, AVhi,ld or ArcM1iUCU21 ML Mi d& - I ASPI As�M1all MULT. MUIXDb 11 ■+/ ASSM Assembly 10. Typical details and schedules indicated may not be specifically referenced on Q AS TM AmercanSodelyforTesdngandMalerlals N NOM Structural Loads AVG. Aremge NF NearFece the drawings. The contractor is responsible to determine where each typical O Aws AmenaanweuHgsoaiey No.ora Number detail or schedule applies. If locations are found where not ical detail, N Nominal PP YP NOVTs N.rSk,M typical schedule,or specific detail applies,notify the Architect/Structural B.,BOTT. Ba Ns NearSMa YP P al fY O BD. Baab Engineer.-Drawings indicate general and typical details of construction. SNOW LOADS: BLDG. amdmg oc on Center Boo Blocking oD OutseeD'ameter Typical details and general notes shall apply even if not specifically denoted Importance Factor I=0.80 f n BOD Bottom of Deck 0 P.IG OPP- v' BPL ':nl'gale oss. On9lnal on plans,UNO.Where conditions are not specifically indicated similar details Exposure Factor Ce=0.90 BRG. Baemg O S.B. Oriented Strentl Boem P Br Bent ovs oreraeee of construction shall be used,subject to review and approval by the Architect � J owsJ ope-SAielJa�t and the Structural Engineer of Record. Flat Roof Snow Load Pf=25 psf min J J cc. ca w"fe-ty PA F P...rACNated Fastener Thermal Factor Ct=1.0 C F. Cubic Fool PC. Piece CFS CaldFarmedSteel PCF PoundAP.-ric-A 11. The contract Structural drawings and specifications represent the finished J CJP CompbteJoinlPenelregon PEN. Pane-- y WIND LOADS: CL CenlerL'ne PERM. Permanent structure. The do not indicate the method of construction. Contractor e < O � ) LL CL L, Clear PERP. Pemendcular provide construction means,methods,techniques,sequences and procedures V J cOL. Calam" PL P. P q q p Basic Wind Speed 3-Second Gust V=105 m h coNc. c^narete P.P. PaNaIPe^. is required. Contractor to provide adequate excavation procedures,shoring, p ( ) P �^ CONK Connection PROD. P p. Risk Category I J V) < 7 CONST. canswn'lon PSF Pounft Square d bracing and erection procedures complying with national,state and local 9 ry v! L CONT, Contlnuous PSI PoI,-Per Square lncM1 CMU Concrete Masonry Unite P-r PoAT-io.PostTensiomed safety ordinances. The Contractor shall provide all measures necessary to Exposure C LU _ CY. Cu Yam P.T. PresaureTreated protect the structure during construction. Such measures shall include,but Internal Pressure Coefficient GCpi±0.18 DWG. Diagonal QTR. Quader not be limited to: bracing and shoring for loads due to hydrostatic,earth,wind Symbol Legend U) O DW. Dlameler DIMS. Dimensions RAD.orR. Ratlbs or seismic forces,construction equipment,temporary loading,etc. OF. Da ..Fir REF. Reference SEISMIC LOADS: DWG. Drewing REINF. Reinfome.ReXRorcetl. p (down) Symbols for Concrete per ACI Reinmrcement ar Ranmmbg Slope Direction down ^' E. East READ. Raquiretl Occupancy Category I ` V Es EacM1 REV. ReNseorRevision Quality Assurance and Special Inspection p � Span Direction AT Spacing-Center to Center ui EB. Erpanaion Ball RM. Room Importance Factor I=1.0 EJ, Evpanslon Joint RO. Rough Opening ELEC. Ele-rElecMcal Soil Site Class D Direction in Which Bars Extend EL or ELEV. Eleratlon,r Ebvalor S SouU 96-D• IBC 2015 Miscellaneous Elevation ENGR. Engineer s Beam Mapped Spectral Response Acceleration EOD Edge of Deck SCHED. Sche gg�_10• FOR Engineer of Record S.F. Shihd ce SS=0.211 S1=0.081 Limits of Area Covered By E.N. EtlgeNeil(Nail'ng) sHT. Shaet 9 9 Floor or Steel Elevation Bars or Post Tension E H Equal SHTG. Snemhing 1. Special Inspector shall be hired by the owner to perform the following special EQUIP. Equipment SIM. simlar Rigid Connection EST. E.... SK. s- inspections per IBC Section 1704.The type and frequency of special 9 EXIST.I(E) F-fing SPECS. SpecXkalbns SPECTRAL RESPONSE COEFFICIENT: Welding symbols per AWS Date Description BY: EXT. EAenar so. Square inspection,structural testing and subsequent reporting conforming to the Mason CMU Wall B.B.sSh.,S steel requirements of IBC sections 1705 shall be submitted by the inspection and SDS=0.225 g SD1=0.129 g Masonry( ) Symbols for Structural Steel per AISC FAB. FabdceGon BSLT -in Sbtletl Holes T2nsrerse F.D. Flo rift, bDXeatlanafI..d testing agencies to the architect/structural engineer for approval. FF Far Face STD. Standam FIG. Figure STIR. Stirrup SEISMIC DESIGN CRITERIA: ' `•'..: Concrete Wall _ H Brace Frame FIN. Flniah STK. Stock FLR Floor STRUCT. swamml 2. Testing Laboratory: Retained by owner and satisfactory to ArchitecUStructural Brace Down FND. Faantlagan a-. symmemcal En Ineer and governing code authority to perform re uired tests and Seismic Response Coefficient(Enclosed CS=0.08 Earth FS sa> g 9 9 Y P q � FT.or' Fealar Foot TA Do Tangueand Gmore inspections of this contract and applicable code. Units): Change(Step)in Elevation FTG. Fooling TAN D B Tapand Bottom Seismic Response Coefficient RV Storage) CS=0.18 TAN. Tangent pO ( g ) New Construction GA. Gegeor Gauge THK. Thick Seismic Design Category B Slip Critical Connection GC, G....I THRU Tnmagn 3. Material Certification: Submit laboratory test reports certifying materials are of 9 9 rY sc z-a P G.C. General N...)br TJI Tms Joct MecMllen lJo'"t GEN. General(Na1ea) To Tap01 identifiable tested stock to owner,testing laboratory,Architect/Structural Analysis Procedure Equivalent Lateral Force Existing Construction �Number of Bolts per Row GLB. Glu Lam Beam TocorTOCONC. Top-narete P Dwg Date: Job Number: GR.arGRO. Gratle TOF or TO FTG. Top of Footcg Engineer and,upon request,to governing code authority.If laboratory test Structural System(Enclosed Units) Steel system not specifically detail - GRNO. Graand TOL. TO.- reports cannot be made available,testing I laboratory\will perform tests as Section Cut Number of Rows ov2sns FBC#- TOMo 0MASONRY Tap of Masonry for seismic resistance Ho. Hddown(Sinii-n) TOSorTOSTL. Tap ofSleel directed by Architect/Structural Engineer.Contractor shall pay testing laboratory Revision Cloud and Number Drawn By: Chkd By: HOR., Hof¢ WI Tow arrow Tapofwall Structural system(RV Storage) Steel ordinary cantilever system s TRANsI Trenrvame for costs related to tests and inspections of unidentifiable materials or Io Inddaola.a TYP. Tvpbal materials furnished without laboratorytest reports,materials found deficient Response Modification Factor(Enclosed 3 Elevation Number of Nelson Ac Ds IF Insitle Face P IN.ar" Inaba, UN UmleaaNaled after initial tests and inspections,or materials re replacing deficient materials. Units) - Reference Studs required ° IN Inchdeorincbtletl ONO UnbssNoletlOUervdse P p 9 JNT. Jolnl VERT. VeNwl Response Modification Factor(RV Storage) 1 1/4 Lateral Force IF V.LF. VedrybaleFieb 4. The following inspections are required and shall be performed per the building LFRS W 12x19 10 c=3/4" K Kip(1,000ba.) voL. Volume Resisting System I 1 21 KO. Knockout code or as requested by the engineer of record. See S0.03 for material w west ROOF LIVE LOADS: 8 LAM. Lamcated W WHe Fbnga specific requirements in cases where the requirements listed in the applicable Fastener Notation AISC beam STRUCTURAL COVER SHEET 3 b. Pound wD. W.- codes and these requirements are redundant the more stringent criteria shall Roof Live Load 20 psf ,1o�irar,�tir„a d LG. Long W.P. Work Point steel Mgb WT. wagN apply: Quantity Unlpfohmfl live oadsPLF L.G. Light pPY L.H.E. Low Hydrogen Electrode X-HVY ExtraHeary STORAGE LIVE LOADS: Separating Dash ( ) tl a LLBB Long Leg Bade To Back %STR Extra S6nn9 Pape Size Scale: $ LLH Long Leg Hm hit Li ht Stora a 125 psf 2-1 1/4"X$ 14K1 2 0/130 %^i Lo Lang Lag Vedkal 1D. yam 9 9 P 24%3 10 ITE Zeb, N.T.S. 9m oc. Langiwtlinal Uniform total load PLF LONG. LocaXona 2L DoubleAngb Heavy Storage 250 psf Fastener Length ( ) Issue#: Issue Date: 1§ LVL LambatetlVeneerLumber Fastener Diameter Size Series of steel joist Plans m t bL.W. L9hl WeightFor frail Site for all 102/25/19 FULSIII=2dN18 XEMNIS Hof SIII=12d8 Concrete Cold-Formed Steel Structural Members Foundation Z o Q a) 1. All aspects of work pertaining to the concrete construction shall be in 13. The modulus of elasticity of concrete,shall be tested in accordance with 1. The foundation system is designed based on recommendations of chapter 18 C. to E accordance with ACI 318,'Building Code Requirements for Structural ASTM C469 for framed concrete slabs and beams and shall be at least the 1. GENERAL FRAMING of the IBC and have been designed for the following: O O Concrete'and the latest edition of'Specifications for Structural Concrete for value given by the equations in section 8.5.1 of ACI 318 for the specified A. Steel structural studs 16 ga.and thicker shall have yield strength m U Buildings',ACI 301,with modifications as noted on the project drawings and\or concrete 28-day strength. F 50 ksi. Lr) Soil Bearing Capacity 1500 E9O uj 9 P 1 9 Y 9 Y= � � N specifications. ACI 318,section 5.12 for cold weather placement and ACI Frost Depth 24" O 0) �p 0) 318 section 5.13 for hot weather placement. 14. Concrete forms shall be laid out and constructed to provide the specified B. All cold-formed steel construction shall be in accordance with the latest V N cq l� P P P 11 +' ' I cambers indicated on the structural drawings. American Iron and Steel Institute standards and guidelines. 2. It is recommended that the contractor shall retain the services of a V N M.� 2. Concrete mix designs shall be submitted to the Structural Engineer for review. geotechnical engineer to perform necessary testing and inspections for quality a Cfl All mix designs shall be designed by a qualified testing laboratory and shall be 15. Submit shop drawings to Architect/Structural Engineer indicating locations of C. Typical gap at slotted slip track shall be 3/4",uno. control to ensure that the recommendations of chapter 18 of the IBC and Z > cM N sealed by an engineer licensed in the appropriate state per the appropriate concrete joints for review prior to placing concrete.Place joints at locations to presumptive soil loads noted above are complied with and achievable.If the m 00 discipline. Base design mix on field experience or trial mixtures as minimize effects of shrinkage as well as being placed at points of low stress. D. Typical slotted slip track shall be 16 ga.for exterior walls,uno.and 20 ga. recommendations of chapter 18 of the IBC and the presumptive soil loads CV O O UJ stipulated in IBC Section 1905.3 Locations shown on plans are a minimum.Additional locations may be for interior walls,uno.Metal studs shall meet requirements and structural noted above are not achievable,all work shall stop and the architect and O J N approved by engineer.Shop drawings shall be developed by referencing properties of S.S.M.A or approved equal. structural engineer shall be notified immediately. N 0j U 3. Portland cement shall conform to ASTM C150 Type I or II concrete minimum, all construction documents including,but not limited to:Architectural, LLC X coordinate additional requirements with note 5. Mechanical,Civil,and Electrical. E. For light gauge framing,track and header sizes,spacing and locations, 3. The contractor shall provide for proper dewatedng of excavations from surface m Y O t6 see plans. For conditions not shown,notify engineer. water,ground water,seepage,etc. CU a .- LL 4. All concrete shall be ready mix concrete and shall be mixed and delivered in 16. Concrete placement shall be in accordance with ACI standard 304 and 0- t0 accordance with ATSM C94 or ATSM C685 project specifications.Provide keys in construction joints unless detailed 4. Drainage systems,including foundation,roof and surface drains,shall be > E otherwise.Thoroughly clean,remove laitance and thoroughly wet and installed as directed by the Geotechnical Report and IBC Section 1805. 5. Concrete mix designs shall meet the following minimum exposure remove standing water in construction joints before placing new concrete. F. Notching or coping of studs is not allowed,unless specifically noted. 00 requirements per ACI 318 chapter 4. At vertical joints,slush with a coat of neat cement before placing new 5. Vapor retarder placed below slab on grade shall conform to ASTM E 1643 and M concrete. G. For all bearing conditions,ends of studs must seat firmly in runner track ASTM E 745.Coordinate placement with Geotech and/or Architectural Severity Class ACI Requirements with full contact between the stud and the adjoining track web.For drawings. 17. Clear coverage of concrete over reinforcing bars shall be as follows: additional information see note 1.K. Freezing and Thawing 6. The Contractor shall provide for the installation and design of all cribbing, Minimum Concrete H. Framing design assumes all cladding is uniformly laterally attached to sheathing and shoring required to safely and adequately retain the earth banks Not Applicable FO -Location of Concrete- Cover- each framing member and is limited to a uniform distribution of load to and support any existing structures in accordance with all national,state and hoc h sa Moderate F1 ACI 318 Table 4.3.1 and 4.4.1 the framing member.The design does not include review of effects of local safety ordinances. e"9'"e e,' Ste.100 Severe F2 ACI 318 Table 4.3.1 and 4.4.1 Concrete cast against and permanently 3" local forces resulting from the attachment of any cladding(brick ties, ve 9 201 N.Maple Gro BOISE IDAHO 83704 Very Severe F3 ACI 318 Table 4.3.1, 4.4.1,and 4.4.2 exposed to earth: attachment clips,etc.) 7. All abandoned utilities,footings,etc.,that interfere with the new construction Phone(208)342-7168 shall be removed.Notify the Structural Engineer should any foundations for LE JOB#194023.00 I. Punch outs shall not be located within 10"from any support,bearing existing structures be encountered that are not shown on the structural SLL 57-r(c�DETAILS UIMTHE aio o. Sulfate Concrete exposed to earth or weather: location or applied load. drawings. ENEuse°TarvonuLseHM MG C3CEJrSI e Not Applicable SO - #5 bar and smaller 1 1/2" EN°"EERiNOOFo p:"� °" Moderate S1 ACI 318 Table 4.3.1 J. Non-bearing continuous track splices are to be screwed or welded as 8. Footings shall be placed and estimated according to depths shown on the Engineer Logo Severe S2 ACI 318 Table 4.3.1 Concrete not exposed to weather or in contact shown in the construction documents.Wire tying of stud framing drawings. Excavations for footings shall be approved by the Geotechnical Very Severe S3 ACI 318 Table 4.3.1 with ground,LINO: components shall not be permitted. Engineer prior to placing the concrete and reinforcing.The Contractor shall \0 F Slabs,walls,and joists: notify the Geotechnical Engineer when the excavations are ready for o��Ss T RFaGjy� K. For exterior and interior non-load bearing walls use steel structural wall inspection.The Geotechnical Engineer shall submit a letter of compliance to Permeability #11 bar and smaller 3/4" bridging spaced evenly at 8'-0"oc.max.,uno. Contractor,at his awn the Owner. Should soil encountered at these depths not be approved by the c Not Applicable PO option,may use continuous cold rolled channel bridging centered in stud Geotechnical Engineer,modified footing elevations or footing designs may be 7 Required P1 ACI 318 Table 4.3.1 slab on grade: 2"clear from top punch outs.Steel structural stud wall bridging shall be a minimum same subject to additional engineering fees. 2/25n9 size and ga.shown on the drawings,through stud punch outs. 9 OF% 9. All excavations shall be properly backfilled.Footing backfill and utility trench J MA Corrosion Protection of Reinforcing 18. Prior to concrete placement,all reinforcing bars,anchor bolts and other L. For exterior and interior load bearing walls use steel structural wall backfill within the building perimeter shall be mechanically compacted in layers, xP.os J1 ozo Not Applicable CO concrete inserts shall be well secured in position utilizing wire tires or bridging spaced evenly at 4'-0"oc.max.,uno. Except as specifically to the approval of the Geotechnical Engineer.See Geotechnical report for Engineer eal Moderate C1 ACI 318 Table 4.3.1 approved alternative. noted on the drawings.Contractor,at his own option,may use requirements.Flooding will not be permitted. Severe C2 ACI 318 Table 4.3.1 continuous cold rolled channel bridging centered in stud punch outs. 19. Unless otherwise indicated in the mechanical,electrical drawings or project Steel structural stud wall bridging shall be a minimum same size and 10. The Contractor shall not backfill behind retaining walls before the concrete or specifications,mechanical pipes and electrical conduits which pass through gauge shown on the drawings,through stud punch outs. masonry walls have reached full design strength.The Contractor shall brace or 6. Maintain concrete above 50 degrees Fahrenheit and in a moist condition for a slab on grade,concrete on steel deck,framed concrete floors and walls do protect all building and pit walls below grade from lateral loads until attaching minimum of 7 days after placement unless otherwise accepted by not require sleeves.If sleeves are required,the sleeves shall be installed M. Contractor to coordinate insulation inside built-up with architectural floors are completely in place and have reached full design strength.The Architect/Structural Engineer.If average temperature at the site is below 50°, prior to placing concrete.Do not cut any reinforcing which may interfere drawings prior to field erection. Contractor shall provide for the design,any required permits and the installation w Q 2 additional testing cylinders to be provided and field cured. For structural with sleeve placement.Provide concrete clear cover per note 13 for of such bracing and protection. O components that are used prior to design strength. adjacent to sleeves reinforcing.Coring openings in concrete is not permitted. N. This drawing package is being submitted for approval only. f Notify the Structural Engineer in advance of conditions not shown on the Any materials ordered or constructed based on this drawing package 11. Sub-base below,slabs on grade shall be supported on natural grade or �/J 7. Any curing compounds used on concrete that is to receive a resilient tile structural drawings. rior to final approval from the Architect and Engineer-of-Record is at structural fill as directed in the Geotechnical report or by a geotchnical Gr O finish shall be approved by the Finish Applicator before use. risk of the framing contractor. Framing contractor is advised to obtain engineer.Sub-grade will be compacted per the recommendations of the �` 20. With the exception of slabs on grade and concrete on steel deck,the outside final approved drawing package prior to ordering material and/or geotechnical engineer and no sub-grade rutting will be allowed at time of V� ) 8. Fly ash may be used in concrete mixes.The fly ash shall conform to ASTM diameter of mechanical pipes and/or embedded electrical conduits(other than construction. concrete placement under slabs on grade. Q C618 Class F. The loss of ignition shall be limited to 2%. The addition rate those passing through)shall not exceed 1/3 of the slab thickness and shall O 7 Q for fly ash shall be limited to 20%of the cement weight.The contractor shall be centered between the top and bottom reinforcing,unless specifically 2. WELDING 12. Unless otherwise noted,footings shall be centered below columns or walls. 0 L submit all certificates showing the fly ash is in accordance with the above detailed otherwise.Concentrations of mechanical pipes and/or electrical A. Welding of steel structural members connections shall be done using O criteria. conduits shall be avoided except where detailed openings are provided. fillet,plug,butt or seam welds with a minimum as specified in AWS D1.3. 13. EXISTING UTILITIES: r/ Conduit and pipe shall be spaced at 3"or 3 diameters on center,whichever Use 70 ksi filler material. The contractor shall determine the location of all adjacent underground utilities V) - J 9. Do not use concrete or grout containing chlorides. is larger. prior to any excavation,shoring,pile driving,or pier drilling. Any utility B. Welders shall be qualified in light gage welding. All welding shall be information shown on the plans and details are approximate and not verified by Q J J 10. AGGREGATE: 21. For slabs on grade and concrete on steel deck no pipes or conduits shall be performed in accordance with the latest version of AWS D1.3 the structural Engineer of record.Contractor is to provide protection of any A. Hard rock concrete-aggregate shall conform to all requirements and placed within the indicated concrete slab thickness and shall be located specifications for Welding of Sheet Steel Structures. utilities or underground structures during construction. z J Q tests of ASTM C33 and project specifications.Exceptions may be below the slab unless specifically detailed otherwise. used only with approval of the Structural Engineer. Provide concrete C. Minimum weld throat thickness(t)must meet or exceed the base steel 14. NEW UTILITIES: < O V) L.L mix design with proven shrinkage characteristics of less than 22. Contractor to coordinate floor flatness and levelness with architectural thickness of the thinnest connected part,unless noted otherwise. Contractor to determine the location of all new below grade utilities and J 0.0005 inches/inch. drawings and/or equipment manufacturer's requirements.The following coordinate placement with new footings per typical details for foundations at or _J/ U) W table may be used as a minimum: 3. FASTENERS AND HARDWARE adjacent to excavations and utilities. B. Lightweight concrete-aggregate shall be in accordance with ASTM A. For exterior walls use#10 HILTI self drilling screws or I-J C330 and project specifications. Lightweight concrete mix designs Composite Composite approved equal at spacing noted on plans and details,uno. O shall be tested prior to approval,for shrinkage in accordance with flatness,FF levelness,FL Typical applications ASTM C157. Shrinkage shall not exceed 0.00035 inches/inch. 20 15 Noncritical:mechanical rooms,nonpublic B. For interior walls use#8 HILTI self drilling screws or approved Post Installed Mechanical Anchors areas,surfaces to have thick-set tile,parking equal at spacing noted on plans and details,uno. I 1 I ' � 11. At concrete slabs to be exposed,shrinkage limit shall be reduced to 0.00035 structure slabs LJJ ♦ V inches/inch uno. C. Anchor light gauge framing to base structure with approved expansion 1. Mechanical anchors shall not be installed without prior approval of engineer 25 20 Carpeted areas of commercial office buildings or lightly-trafficked office/industrial buildings bolts,epoxies,screws,actuated fasteners,etc as specified in the unless specifically detailed on the drawings. 12. Structural concrete 28-day strengths&types are as follows: construction documents. For additional information see the appropriate 35 25 Thin set flooring or warehouse floor with fastener notes. 2. Over-drill as indicated by the Anchor Manufacturer,and to the Location of Concrete. Strength,psi. Type. Exposure Categories. moderate or heavy traffic depth indicated on the structural drawings. Slab on Grade 4000 Hard Rock FO,SO,PO,CO 45 35 Warehouse with air-pallet use,ice,or roller D. All screws shall be placed 3/8"min.from any edge of studs,uno.in Date Description BY. Stem Walls 3500 Hard Rock F1,SO,PO,CO rinks details. 3. Clean hole per manufacture requirements. Footings 4000 Hard Rock FO,SO,PO,CO 1 1 >50 >50 1 movie or television studios E. Typical top of parapet shall be 1 1/4"track x same ga.stud depth as wall 4. The following expansion type anchors are structurally acceptable for with#10 screw at each side of each stud,uno. use in uncracked,cracked,and seismic concrete applications: Simpson Strong-Bolt 2 Wedge Anchor-ICC ESR-3037 F. Specified hardware shall be The Steel Network or approved equal Hilti Kwik Bolt TZ Steel Anchors-ICC ESR-1917 installed per manufacturer's recommendations,uno. Powers Power-Stud+SDI-ICC ESR-2818 G. All fasteners to light gauge framing are to have a minimum three thread 5. The following expansion type anchors are structurally acceptable for penetration into the supporting member use in fully grouted masonry: Hilti Kwik Bolt 3-ICC ESR-1385 Dwg Date: Job Number: Powers Power-Stud+-ICC ESR-2966 ov2sn9 FBC#- Drawn By: Chkd By: 6. The following screw type anchors are structurally acceptable for use in AC Ds uncracked,cracked,and seismic concrete applications: Simpson Titan HD Anchors-ICC ESR-2713 Hilti HUS-EZ-ICC ESR-3027 ITW RedlHead Tapcon-ICC ESR-2202 Powers Wedge Bolt+-ICC ESR-2526 S O O^ � 7. Installation and inspection of post installed anchors shall be performed as STRUCTURAL DESIGN NOTES required by ICC reports and manufacturer's instructions. ii Pape Size Scale: 24x3 10 ITE PLAN N.T.S. a Issue#: Plans m t be o ob Issue Date: For mitSite for all I tions 02/25/19 FULSIff=2dNf6 PEMNIB Hof SIII=12�r 2015 SPECIAL INSPECTION TABLES Uj Z o FREQUENCY a V) E -SECTION- -SYSTEM OR MATERIAL- "C"OR"P"- -REMARKS- C O C 00 � O SOILS IBC 1705.6 O CD It C 4 in 1 Verify subgrade is adequate to achieve P Prior to placement of concrete. V C\I CCV F_.9 design bearing capacity. t o -0 2 Verify excavations extend to proper depth and P Prior to placement of compacted fill or concrete. CV M material. Z > ;fl CO N 3 Verify that subgrade has been appropriately P Prior to placement of compacted fill. (3 lb C:, i� C) prepared prior to placing compacted fill C5 O 4 Perform classification and testing of P All materials shall be checked at each lift for proper classifications C compacted fill materials. and gradations not less than once for each 10,000 ft2 of surface C0 N C) area. = 0 LL _Ie CU 5 Verify proper materials,densities and lift C CID " L ILL Co thicknesses during placement and 0- d V compaction. E LLI COLD FORMED STEEL IBC 1705.2.2,1705.10,1705.11.2 00 1 Wind force resisting systems or seismic force P Periodic inspections of welding operations.If fastener spacing is< CM resisting systems 4"o.c.:Verify that proper screw attachment,bolting,anchoring and other fastening of shear walls,diaphragms,drag struts,braces, shear panels and holdowns has occurred.Performed by code inspection firm. �o chsa CONCRETE CONSTRUCTION IBC 1705.3,1705.12.1 ,201 N.Maple Grove Ste.100 1 Reinforcing steel,including pre-stressing P Verify prior to placing concrete that reinforcing is of specified type, BOISE IDAHO 83704 tendons grade and size;that it is free of oil,dirt and rust;that it is located Phone(208)342-7168 and spaced properly;that hooks,bends,ties,stirrups and LE JOB#194023.00 supplemental reinforcement are placed correctly;that lap lengths, -M-EFo"o'�a�"��a o. stagger and offsets are provided;and that all "M. wR °E Aa ��°` F OF mechanical connections are installed per the manufacturer's """"'"` p Engineer Logo instructions and/or evaluation report. 2 Post-installed anchors or dowels P All post-installed anchors/dowels shall be specially inspected as required by the approved ICC-ES report. Horizontally or upwardly Sg\0 Fyn inclined anchors that resist sustained tension loads require oc� T RFo�yF continuous inspection and approved installers. c� 3 Use of required mix design P Verify that all mixes used comply with the approved construction 7 documents;ACI 318:Ch.19,26.4.3,26.4.4 and IBC 1904.1, 2/25n9 1904.2,1908.2,1908.3 OF 4 Concrete sampling for strength tests,slump, C Samples for tests shall be taken not less than once a day,nor J AAA air content,temperature,and shotcrete each 150 cubic yards,nor less than once for each 5000 square xP.05131 020 strength feet of surface area for slabs or walls.ACI 318:Ch 5.6,5.8 Engineer eal 5 Concret and shotcrete placement C 6 Strength verification P Verify that adequate strength has been achieved prior to the removal of shores and forms or the stressing of post-tensioned tendons. 7 Curing temperature and techniques P Verity that the forms are placed plumb and conform to the shapes, lines and dimensions of the members as required by the approved w Q construction documents. O Q/ O 0. N V) 0. 0 Oz0 0 - Z (n � J J Z J Q Q O U) LL � � LaLlz Q C) � LU N Date Description BY: Dwg Date: Job Number: 02I25119 FBC#- E Drawn By: Chkd By: AC DS 8 S0.03 STRUCTURAL DESIGN NOTES AND SPECIAL INSPECTIONS E tld Pape Size Scale: %a zax3 JO ITE PLAN N.T.S. a ssue#: plans m t be o ob Issue Date: For -it Site for all I ctions 02/25n9 FULSIff=2dNf6 PEMNIB Hof SIII=12�r PLAN NOTES UJ Z o Q a) Foundation Notes: C. to E .O 1. For structural design notes,see sheet S0.01 thru S0.03. Lr) m O � C4 U 2. Architectural backgrounds are shown for reference only. O O O O The dimensions shown apply to structural elements only. 11 V CV CV ti •� For dimensions not shown,see architect of record submittal. V N M 3. Contractor shall Feld verify existing structural conditions.If any Z > (0 M discrepancies are found,contractor shall contact the Architect O m 00 O op O and Structural Engineer before performing alteration work. Q O J d �C��1 4. Top of concrete floor refer nce elevation= V 100'-0"typical uno thus x x LLN C X U m Y O t0 5. Slab on grade shall be 4"thick concrete with 2 1/2 Ibs of fiber Co I-- ILL —_ mesh reinforcing per cubic yard.See architectural drawings for a d t0 slab depressions,slopes,etc. > E 6. Contractor to coordinate slab on grade control joints 00 with 2/S5.01 M 7. For typical foundation details,see sheets S5.01. 8. Contractor to coordinate placement of utilities thru or adjacent to the footings or stem walls with detail 1/S5.01 . /'Loc h sa 9. All walls are considered LFRS walls,for more information e"9'"e e ' 9 see Forge Building drawings. 201 N.Maple Grove Ste.100 BOISE IDAHO 83704 Phone(208)342-7168 LE JOB#194023.00 NUSIRWTIRALGEFnILs usmGxfasn.wlaE W TM-E C FLOLHSNFNGINEFPoNGOF IOPHO. THE RELSEO ANYOEfAIUR�DCONC OF NOT ENGNEERINGOFNNHD.NiFal WNSENiOFLOLHS9 Engineer Logo SS�O FNG t RFa�yF A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 (A-10 A-11 A-12 A-13 A-14 A-15 A-16 4 7 125'-0" 2/25/19 10'-0" 10'-0" 5'-0" 5'-0' 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-0" 9 OF�p J MA XP.05131 020 1 Engineer eal TTY AT PFRIMETER Lo LU 0 4-- - - --4 - - - - I - - --- - - - -- O Q O B6.0, Q 0In Q TYP.AT L -- - PERIMETER Q SLAB ON GRADE O Lo SEE NOTE 5 0 Z .. (n — U) ss.o, � I ss.o, rYP I I QI' TYP AT � J J OPENING Q O U) LL w Z vJ I I I I i � Q - - --T- - - - - - - - -- - --------I--- --- LLI N 2 Date Description BY: 56.01 TYP.AT OPENING I I I I I I I I I I I I I I I N Dwg Date: Job Number: O BUILDING A- FOUNDATION PLAN f � 3/16"=1'-0" ovzsns FBca- Drawn By: Chkd By: AC DS 8 S1 .01 BUILDING"A"FOUNDATION PLAN tld Pape Size Scale: ]a 24x3 10 IT PLAN N.T.S. a ssuea: plans m t be o ob Issue Date: For -it Site for all I ctions 0v25n9 FULGIff=2dNf6 REMNIS Hof Glff=12�r PLAN NOTES Z o Q a) Foundation Notes: d. to E .O 1. For structural design notes,see sheet S0.01 thru S0.03. m 00 p i ty U 2. Architectural backgrounds are shown for reference only. CD � C C) The dimensions shown apply to structural elements only. V CV CV ti •� For dimensions not shown,see architect of record submittal. V N M 3. Contractor shall field verify existing structural conditions.If any Z Cfl"t N discrepancies are found,contractor shall contact the Architect O m O � 2)�� UJ and Structural Engineer before performing alteration work. Q p J CI) 4. Top of concrete floor refer nce elevation= V 100,-0"typical uno thus x-x,. LL X U m Y O ICU 5. Slab on grade shall be 4"thick concrete with 2 1/2 Ibs of fiber CU I-- ILL —_ mesh reinforcing per cubic yard.See architectural drawings for a d f0 slab depressions,slopes,etc. > E 6. Contractor to coordinate slab on grade control joints 00 with 2/S5.01 M 7. For typical foundation details,see sheets S5.01. 8. Contractor to coordinate placement of utilities thru or adjacent to the footings or stem walls with detail 1/S5.01 . /'Lochs a 9. All walls are considered LFRS walls,for more information e"9'"e e ' 9 see Forge Building drawings. 201 N.Maple Grove Ste.100 BOISE IDAHO 83704 Phone(208)342-7168 LE JOB#194023.00 Nus1RWT1RALGEFnILs usmGxfasn.wlaE W TM-E C FLOLHSNFNGINEFPoNGOF IOPHO. THE RELSEO ANYOEfAIUR�DCONC OF NOi ENGNEERINGOFNNHD.NiFal WNSENiOFLOLHS9 Engineer Logo SS�O FNG t RFa�yF 4 B-5 B-6 B-7 B-8 B-9 B-10 7 z/25/19 9 OF\0 17'-1112" 1T-10114" 13'-101/4" 13'-10114" 1 13'-101/4" 1 13'-10114" 1 IT-10114" 1 13'-10114" 1 13'-10114" 1 13'-10114" J MA z • XP.05131 020 x ! Engineer eal _ a 16'-91/2" 27'-81/2" 27'-8112" 27'-8518" 27'-81/2" or w Q O A 3'B - - - - - - --26'-61/4" + - - - - -+ - - 271-81/2" - - - - - - 2T-81/2" - - - - 2T-81/2" - - - - - - - - 1 1 1 Q 0 � U) Q �_--—_--—_--------_----_---_--—_----_--------_----_----_-—_---_-—--- - - ----—--------,I _--—_---_--—_----_----_--LI _----_--_--—_----_----_--I,I—_--—_------_—_-----_--- I--_-—_—_- _—_- 1-—_ --—_- _-iIii _- —_—_—_—_—_—_— - Q z Q TYP Oz(I) — QJ 3� 2T81 2T-81/2" 2T81/2" 2T81/2" 7 3-E — —-—-—- Q- JJ^ — -- --i-- Q LL ! UJ Z 3-F - - -- - 14'-111/2' - 2T-81/2 I - 2T-81/2 - - 2T-81/2 - - 2T-81/2"I - -+V -- -N U In Q 3 -- - - W N i I I I I I I I I I ! I I I I I w U ! Date Description BY: I Q ; I O BUILDING B - FOUNDATION PLAN z� B-11 Dwg Date: Job Number: 02/25/19 FBC#- E Drawn By: Chkd By: AC DS 8 S1 .02-A BUILDING"B"FOUNDATION PLAN tld Pape Size Scale: is 24x3 10 ITE PLAN N.T.S. a Issue#: plans m t be o ob Issue Date: 6 For rmit Site for all I ctlOnS 02/25/19 FULGIff=2dNf6 REMNIS Hof Glff=12�r PLAN NOTES Z o Foundation Notes: a V) E 1. For structural design notes,see sheet S0.01 thru S0.03. mO 00 p i ty U 2. Architectural backgrounds are shown for reference only. CD � C C) The dimensions shown apply to structural elements only. V CV C4) ti •� For dimensions not shown,see architect of record submittal. V N M 3. Contractor shall field verify existing structural conditions.If any Z Cfl"t N discrepancies are found,contractor shall contact the Architect O m O � 2)�� UJ and Structural Engineer before performing alteration work. Q p J CI) 4. Top of concrete floor refer nce elevation= V 100,-0"typical uno thus X_x" LL X U m Y O ICU 5. Slab on grade shall be 4"thick concrete with 2 1/2 Ibs of fiber CU I-- ILL —_ mesh reinforcing per cubic yard.See architectural drawings for a d t0 slab depressions,slopes,etc. > E 6. Contractor to coordinate slab on grade control joints 00 with 2/S5.01 M 7. For typical foundation details,see sheets S5.01. 8. Contractor to coordinate placement of utilities thru or adjacent to the footings or stem walls with detail 1/S5.01 . /'Lochs a 9. All walls are considered LFRS walls,for more information e"9'"e e ' 9 see Forge Building drawings. 201 N.Maple Grove Ste.100 BOISE IDAHO 83704 Phone(208)342-7168 LE JOB#194023.00 NUSIRWTIRALGEFnILs usmGxfasn.wlaE W TM-E C FLOLHSNFNGINEFPoNGOF IOPHO. THE RELSEO ANYOEfAIUR�DCONC OF NOi ENGNEERINGOFNNHD.NiFal WNSENiOFLOLHS9 Engineer Logo SS�O FNG t RFa�yF 4 B-12 B-13 B-14 B-15' B-17i B-19 B-20 7 2/25/19 9 OF o IT-101/4" 13'-101/4" 13'-101/4" 13'-101/4" 13'-101/4" 13'-101/4" 1 13'-101/4" 13'-101/4" I r-1^ J MA z 1 XP.0 SY31 020 Engineer eal Q I ! � I B-A - -- ----- 27'-81/2" 27'-81/2" 27'-81/2" 20'-71/4" LLI to g� 23,_7 - - - - - - - _-2T-81/2- - - - - - - - - _-2T-81/2'._ _ _ _ _ _ _ _ _ _ _2T-81/2'__ _ _ _ _ _ __701-103/4"_ _ _ _ _— Q CC) 0 Q -_-_-_ ----_-_- -_-_-_ _-_- -_-_-_ _-_- -_-_-_ _-_-------- _-_-I_-_-_ 3 _-_ _-_-_-_ _-_-_-_-_-_ _-_-_-_-_ _-_-_- s6.01 rYP. Q Lo ! zo __ VJ VJ��/� O /�. -� I CCE J 17'-93/4" 27�81/2" 27'-81/2" 27'-81/2" 16'-8" BE -- --------, �- - -- - ---------II - - - - ----------- -- -—-—-—-— 0� v) LL Lo vJ Z 12' 0 1/4" _ _ _ __27' 8 1/2"i _ _ __27' 8 1/2 i_ _ _ _ _27' 8 1/2"� 22' 51/4"_ LJJ _ _ _ _ _—_— (� LU I I I I I I z Date Description BY: x < I OBUILDING B - FOUNDATION PLAN z� 3/16"=T-O" Dwg Date: Job Number: 02/25/19 FBC#- E Drawn By: Chkd By: AC DS 8 S1 .02-B BUILDING"B"FOUNDATION PLAN tld Pape Size Scale: %a 24x3 JO ITE PLAN N.T.S. a ssue#: plans m t be o ob Issue Date: For n-n Site for all I ctions 02/25/19 FULGIff=2dNf6 REMNIS Hof Glff=12�r PLAN NOTES UJ Z o 10 Q a� Foundation Notes: d. to to-o to-o to-o' to-o" to'-o° 10-o" 10-o" 10-o" 10-o" 1. For structural design notes,see sheet S0.01 thru S0.03. m Lf) ?' O CCD, C4 =i 2. Architectural backgrounds are shown for reference only. r9 2 a j The dimensions shown apply to structural elements only. V N CV O For dimensions not shown,see architect of record submittal. U) 1� E 56.01 TYP.AT I V -0 C(0'1 M OPENING j 3. Contractor shall field verify existing structural conditions.If any Z > .-.M N C-A I discrepancies are found,contractor shall contact the Architect m O op p1 and Structural Engineer before performing alteration work. (3Q p I J a) -N�1 Lo 4. Top of concrete floor refer nce elevation= C V 100'-0"typical uno thus x' C X CB LL m Y 0 toIR 5. Slab on grade shall be 4"thick concrete with 2 1/2 Ibs of fiber I-- L — I _ mesh reinforcing per cubic yard.See architectural drawings for (L t0 j slab depressions,slopes,etc. > E LU 1 6. Contractor to coordinate slab on grade control joints 00 j with 2/S5.01 It S6.01 SLAB ON GRADE M SEE NOTE 5 TYP.AT 7. For typical foundation details,see sheets S5.01. C-D PERIMETER S6.01 TYP. I 8. Contractor to coordinate placement of utilities thru or adjacent - i to the footings or stem walls with detail 1/S5.01 . Lochs a 9. All walls are considered LFRS walls,for more information e"9' e e ' C-E - see Forge Building drawings. 201 N.Maple Grove Ste.100 BOISE IDAHO 83704 Phone(208)342-7168 LE JOB#194023.00 i ALLs1RWTIRAL OEiAILI III iH9PI.WOAE Lo WFYPIGMf(C�FLGCHSAFNGINEFPoNGGFINHG. THERELSEOF ANY_IUR�DCONIns- ENGNEERINGOFeNHD C F a s x GrLGG .N Engineer Logo S�0 FM C-G 4TYP.AT 2/25/19 OPENING I 9 OF wi JMA z XP.05131 020 I U i Engineer eal I I S I OBUILDING C - FOUNDATION PLAN 3/16"=1'-0" Z� rwn V < O �\ (C-1 1 (CP12 (C-13 ( P14C (�C-15 (C-16 (C-17 (C-18 Q ' Y Y LL LL p 0'_0" ,0._0.. 10•_0" ,0�_0.. 10._0., 101_0" 101_0" 10•_0" 10•_0" O z Q — zi 2 � OzU) 56.01 TYP.AT Q J J OPENING J c-A z J Q _ QQ Cn LL rn Qz c6 � w _ U) o cc - w N i SLAB ON GRADE SEE NOTE 5 56.01 rn i TYP.AT j 5 PERIMETER sfi.a1 TYP. I Date Description BY: C-E - - i I i I I i ! ! Dwg Date: Job Number: C-G - —-— 02125/19 FBC#- E j = i 4TYP. Drawn By: Chkd By: AT AC DS OPENING wi S1 .03 a' Q g I BUILDING"C"FOUNDATION PLAN tlE d Pape Size Scale: 9P O BUILDING C - FOUNDATION PLAN 24z3 JO ITE PLAN N.T.S. a 3116"=1'-0" Z Issue#: Issue Date: Plans m t be o ob For rmit Site for all I ctions 02/25/19 Fw51ff=2dg6 REMNIB Hof Slff=12�r D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 (D 110 PLAN NOTES Z p 0" 10'-0^ 10'-0^ 10'-0^ 10'-0^ 10'-0^ 10'-0" Foundation Notes: a E w, O 1. For structural design notes,see sheet S0.01 thru S0.03. m OLO t 2. Architectural backgrounds are shown for reference only. N CV C ss.o1 TYP.Ar ; The dimensions shown apply to structural elements only. OPENING i For dimensions not shown,see architect of record submittal. V (5 ' O Cq co M D-A - - - I 3. Contractor shall field verify existing structural conditions.If any Z > M 0 discrepancies are found,contractor shall contact the Architect m 00 and Structural Engineer before performing alteration work. Q 0 o ooLL D_B _ 4. Top of concrete floor refer n e elevation= V 100'-0"typical uno thus X U m Y O M 5. Slab on grade shall be 4"thick concrete with 2 1/2 Ibs of fiber CO— =_ mesh reinforcing per cubic yard.See architectural drawings for d t0 D-C - - - - - - - - - - - - - - - -— j slab depressions,slopes,etc. > E 1 ss.o1 6. Contractor to coordinate slab on grade control joints 00 TYP.AT with 2/S5.01 M @01 PERIMETER j D-D - - - - - - - r- - - -�r - - - - - - - - j 7. For typical foundation details,see sheets S5.01. SLAB ON GRADE I 8. Contractor to coordinate placement of utilities thru or adjacent 6 SEE NOTE to the footings or stem walls with detail 1/S5.01 . /Apchsa D-E a -—- —-— —-—- I 1-— 9. All walls are considered LFRS walls,for more information v S6.01 TYP. )o I ; see Forge Building drawings. 201 N.Maple Grove Ste.100BOISE IDAHO 83704 Phone(208)342-7168 L.. LE JOBB#194023.00 EncE�xco oniususmox.xswwuaE CHSNFNGINaPoNGGF IGPHG. WN�iFENroWN6cNi0FLOLHS9 Engineer Logo ��SS\0 t Fo��yF - - - - - - - - �- - - 2125/19 9 OF% - J MA XP.0 131 020 D-I - -—- Engineer eal w, i I I 56.01 TYP.AT a OPENINGI O BUILDING D - FOUNDATION PLAN UJ D O (D-1)0 (D-13) D-14 1D-15 1D-16 (D-17 (D-18 O 2 Y Y 10'-0" 10'-0" 10'-0" 10'-0" 10.-0'. 10'-0" 10'-01, 10'-01, 10'-01, /�� =_. 0 Zp - Qj 2 7 i 56.01 - L TYP.AT � U� j OPENING z J (� LL DB -- j -- ------- -------- -------- ------- -------- —-—-— Q - W z - - - - - - - -A- - - - - - vJ 0 In 36.01 W N ~ TYP.AT PERIMETER - - - - - - - - - - - -Tr- - - --IT- - - - - - SLAB ON GRADE SEE NOTE 1,17 ; Date Description BY: a S6 01 TYP. In i - -- jr Dwg Date: Job Number: T _ i 02/25/19 FBC#- In Drawn By: Chkd By: AC DS I I I I I I I S 1 .04 w Z BUILDING"D"FOUNDATION PLAN =�I I I I I II 40PENING TYP.AT� Pape Size Scale: 0 2 4 .3 10 ITE PLAN N.T.S. u O BUILDING D - FOUNDATION PLAN a Z ssue#: plans m t be o ob IssueDate: 3/16"=1'-0" For P—it Site for all I ctions 02/25n9 Fw51ff=2dg6 PEMNIB Hof Slff=12�r �El E-4 E-5 E-6 E-7 E-8 E-9 E-10 PLAN NOTES UJ Z o 10,-0• 10,-0^ 10'-0^ 10'-0^ 10,-0° 10-o^ 10-o^ 10-o^ 1" a y Foundation Notes: E O j 1. For structural design notes,see sheet S0.01 thru S0.03. m Ui 2 I 2. Architectural backgrounds are shown for reference only. O � M C4 TOPFNI14 TYP.AT I The dimensions shown a I to structural elements onl V N Q hATG j For dimensions not shown,see architect of record submittal. (� 6 RE V a CN co E-A - - 3. Contractor shall field verify existing structural conditions.If any Z > M N discrepancies are found,contractor shall contact the Architect O m GD j and Structural Engineer before performing alteration work. Q N 0 O 4. Top of concrete floor refer nce elevation= LL 0 N E B -- ------- --------- -------- -------- ----------------- -------- -------- ---�--- x.-x^ N �� c� j 100'-0"typical uno thus U C0 ICU X Q � j 5. Slab on grade shall be 4"thick concrete with 2 1/2 Ibs of fiber CID r ILL CIO mesh reinforcing per cubic yard.See architectural drawings for 0- d to E-C - - - - - - - - - --- - - - - - - ---- - - --- - - - - - - --- - - ! slab depressions,slopes,etc. > E j 6. Contractor to coordinate slab on grade control joints 00 with 2/S5.01 I E-L, -—- -—-—-—-E --9 5 Ali — E-—-— -—-— 7. For typical foundation details,see sheets S5.01. 190 ss.o1 TYP. SLAB ON GRADE I 8. Contractor to coordinate placement of utilities thru or adjacent J SEE NOTE to the footings or stem walls with detail 1/S5.01 Lochsa E-E - - - - - - - - - - - - - - - - - - - - - - - --- - -— --- _ 9. All walls are considered LFRS walls,for more information jsee Forge Building drawings. 201 N.Maple Grove Ste.100 i BOISE IDAHO 83704 Phone(208)342-7168 LE JOB#194023.00 E F - - - - - --T- - - - - - I -T- GFrAILEG.ox.aG�N R 1 WFYPIGMf C 'L LHSAFNGINFFPoNGGFINHO. iHERELSEO ANIOEfAIUA�DCONCEPfS15 NOT $6.U1 I I I I I I I I ENGNEERINGOFeAHD.NTFal WNSENTOFLGLHS9 jEngineer Logo D I AT PERIMETER j E G - - - - - - - -�--- - --�-- - - -T--- - -- I- - - � - - - -�- - ---�---�---�------ SS�o FNc j �F Tto RFa%yF 4 I JI I I I I I I 7 E H - - - - - -4- - - -�- - - - i - - --- ---- - - - - � - - ---�- - ---�---�---�------ 2/25/19 j 9 OF�o J MA xP.OSY31 020 Engineer eal E-I --- LL: ---- �OPENING TYP.AT O BUILDING E - FOUNDATION PLAN zE LIJ D O 3/16"=1'-0" E-9 E-10 E-11 E-12 E-13 E-14 E-15 E-16 E-17 E-18 Q O = 10'-0" 1O'_O" 10._O" w Oz'I =I I I I I I I I Q — i 2 0 z (n ! To TYPATQPENING I I I I J E-A J �� J QQ () LL j - LL I z - - - ---- - - - - - - - -- - - -- - - - - - j 56.01 I ' I j TYP.AT 1..1..1 PERIMETER E- - - -E 0-9 E �- - - - - - SLAB ON GRADE STYPI - SEE NOTE 5E! I E-E � _—_—_— I d � � —_—_—_—_—_—_—_—_—H—_—_—_—_—_—_— Date Description BY: I i I I I I I I I I I I - - - - - - Lo E-G -— — — —-—-— Dwg Date: Job Number: _ - i 02I25119 FBC#- Drawn By: Chkd By: - - --- - - --- - - - - - - - - -- - - -- - - - - - - Ac Ds I S1 .05 �,� — —-— Z j I I BUILDING"E"FOUNDATION PLAN 2 I I ! 56.01 TYP.AT E g I OPENING Pape Size Scale: za 3 JO ITE PLAN N.T.S. 8 O BUILDING E - FOUNDATION PLAN zE Plans tbe ob Issue Date: o 3/16"=1 ssue#: For rmit Site for all I ctlons 02/25/19 FULGIff=2dNf6 REMNIS Hof Glff=12�r PLAN NOTES Ui Z o Q a) Foundation Notes: CC O F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 F-10 1. For structural design notes,see sheet S0.01 thru S0.03. C m 0 2. Architectural backgrounds are shown for reference only. O O � (CVp i� The dimensions shown apply to structural elements only. V CV CV ti •� z; For dimensions not shown,see architect of record submittal. V ( N M 2 �I a3. Contractor shall field verify existing structural conditions.If any Z > M 2 2; discrepancies are found,contractor shall contact the Architect S6.01 O m O 00 � 2) OPENING and Structural Engineer before performing alteration work. CD O F-A -- -- - -- -- 4. Top of concrete floor refer nce elevation= �1 100.-0.,typical uno thus x•-x. N X U LLC)m OIO-0 5. Slab on grade shall be 4"thick concrete with 2 1/2 Ibs of fiber I—_ mesh reinforcing per cubic yard.See architectural drawings for a d t0 F-B j slab depressions,slopes,etc. > E LU 6. Contractor to coordinate slab on grade control joints co j with 2/S5.01 7. For typical foundation details,see sheets S5.01. I sLAe oN GRADE 8. Contractor to coordinate placement of utilities thru or adjacent SEE NOTE 5 I to the footings or stem walls with detail 1/S5.01 . 5 �ochsa F-D M i 9. All walls are considered LFRS walls,for more information S6.01 TYP. 201 N.Maple Grove Ste.100 see Forge Building drawings. BOISE IDAHO 83704 Phone(208)342-7168 i LE JOB#194023.00 F-E mymic ALLSTNWTR LGLnsnENGINFS III TO W RE 1 i ET Gr aatiGGFImrG. iHERELSEO ANl OEfAIUA�DCONCETR315 NOT I ENGNEERINGOFeAHD 58.01 .NTFal WNSENTOFLGLHS9 Engineer Logo u TIP*AT PERIMETER F F s�° Fro T ! 4 F-G NK - I izsns w; 9 OF% z ?I JMA XP.05131 020 S6.01 TYP.AT 4 I Engineer eal OPENING ! OBUILDING F - FOUNDATION PLAN z� 3/16"=1'-0" Ui r n V < O p = F-9 �-10�1 �F-11 F-12 F-13 F-14 F-15 F-16 F-17 F-18 < �rv////11I�' 10'-0" 10'-0" 10•-0'• 10•-0•• 10.-0.- 10--0.. 10.-0.' 10•-0• 10'-0' O w � Q - z, O Z�! ( ) — (� j 56.01 TYP.AT OPENING J J FA 7 J L v) LL to JU) QZ U) o � F C LL] CV I 1 SLAB ON GRADE 56.01 to SEE NOTE 5 i TYP.AT PERIMETER I S6.01 TYP. _ I iDate Description BY: F-E - I I - F-G Dwg Dale: Job Number: i 02I25119AIFOUNDATION FBC#- z' Drawn By: Chkd By: s —I �'P .AT ACDS iOPENING 8 8 F BUILDINANtlPape SizeScale:9P BUILDING F - FOUNDATION PLAN243 jo N.T.S.3/16"=1'-0" Z Issue#: plans Issue Date:For rmit Site fo02/25/19 Fw Glff=2dg6 NEMNIS Hof Glff=12�r PLAN NOTES Z o Q a) Foundation Notes: C. u) E 1. For structural design notes,see sheet SO.01 thru S0.03. m•O 00 � C4 U 2. Architectural backgrounds are shown for reference only. O 0) r9 O The dimensions shown apply to structural elements only. V 24 CV ti •� For dimensions not shown,see architect of record submittal. V N M 3. Contractor shall Feld verify existing structural conditions.If any Z M N discrepancies are found,contractor shall contact the Architect O m 00 O op O and Structural Engineer before performing alteration work. Q O J d �C��1 UJ 4. Top of concrete floor refer nce elevation= a) V 100'-0"typical uno thus X"X" LLC) C X U m Y O ICU 5. Slab on grade shall be 4"thick concrete with 2 1/2 Ibs of fiber CU I-- ILL —_ mesh reinforcing per cubic yard.See architectural drawings for 0- d ICU slab depressions,slopes,etc. > E 6. Contractor to coordinate slab on grade control joints 00 with 2/S5.01 M 7. For typical foundation details,see sheets S5.01. 8. Contractor to coordinate placement of utilities thru or adjacent to the footings or stem walls with detail 1/S5.01 . /'Lochs a 9. All walls are considered LFRS walls,for more information e"9'"e e ' 9 see Forge Building drawings. 201 N.Maple Grove Ste.100 BOISE IDAHO 83704 Phone(208)342-7168 LE JOB#194023.00 AUSIRWT1RALOEFAILs usmoxfasn.wrnE WPTM-L LGLHSAENGIN3-TIFINHO. iHERELSEG ANiffWRSA�DCGNC OF NGT ENGNEERINGOFNAIp.NiFal WNSENiGFLOLHSA Engineer Logo FNG t RFC/'GF G-1 G-2 G-3) G-4) G 5 G 6 G-7 G 8 G 9 (G-10) (G-11) (G-1Z (G-13) (G-14) a 2/25/19 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 5'-0" 5'-0. 5'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" ? OF\0 J MA XP.05/31 020 Engineer eal 1 TTYP.AT PERIMETER G-A LU 0 O G-B () Q = SLAB ON GRADE O - SEE NOTE 5 ` '�^/ /r G-C 5 � V J � \` S6.01 TYP. 1 IO 0 r. TYP.AT O L 7 G-p PERIMETER r/1 j G-E z J v J < z ss.o1 LL TYP.AT 7 G-F OPENING ` Lo < LLI G G LU CV ~ GH 2 Date Description BY: 56.01 TYP.AT OPENING OBUILDING G - FOUNDATION PLAN N 1 3/16"=1'-0" Dwg Date: Job Number: 02/25/19 FBC#- E Drawn By: Chkd By: AC DS 8 S 1 .07 BUILDING"G"FOUNDATION PLAN tld Pape Size Scale: %$ 24x3 10 ITE PLAN N.T.S. s Issue#: plans m t be o ob Issue Date: For rrn Site for all I ctions 02/25/19 FULGIff=2dNf6 PEMNIS Hof Glff=12�r PLAN NOTES UJ Z o Q a) Foundation Notes: IZ rn E 1. For structural design notes,see sheet S0.01 thru S0.03. coo 00 � C4 - 2. Architectural backgrounds are shown for reference only. ON O O O The dimensions shown apply to structural elements only. V CV ti .� For dimensions not shown,see architect of record submittal. V N M 2 3. Contractor shall field verify existing structural conditions.If any Z (0 O "t N discrepancies are found,contractor shall contact the Architect O m i p O and Structural Engineer before performing alteration work. Q �� p J CI) 4. Top of concrete floor refer nce elevation= V 100'-0"typical uno thus x"x,. LLU X U m Y O ICU 5. Slab on grade shall be 4"thick concrete with 2 1/2 Ibs of fiber CU I-- ILL —_ mesh reinforcing per cubic yard.See architectural drawings for all t0 slab depressions,slopes,etc. > E 6. Contractor to coordinate slab on grade control joints 00 with 2/S5.01 It 7. For typical foundation details,see sheets S5.01. 8. Contractor to coordinate placement of utilities thru or adjacent to the footings or stem walls with detail 1/S5.01 . /'`oc h s a 9. All walls are considered LFRS walls,for more information e"9'"e e ' 9 see Forge Building drawings. 201 N.Maple Grove Ste.100 BOISE IDAHO 83704 Phone(208)342-7168 LE JOB#194023.00 AUSIRWT1RALOEFAILs usmoxfasn.wrnE WPR.-L LGLHSAENGIN3-TIFINHG. iHERELSEG ANiffWRSA�DCGNC OF NGT ENGNEERINGOFNAIp.NTFal WNSENiGFLOLHSA Engineer Logo FNG t RFa�yF 4 7 2/25/19 H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 H-9 (H-10 0r J MA XP.05131 020 Engineer eal 17'-1 1/2" 13'-10 1/4" 1 13'-10114" 13'-10 114' 1 13'-10 1/4" 13'-10 114" 1 13'-10 1/4" 13'-10 114" 13'-10 1/4" 13'-10114" 1 w H-A LU -� ( 0 Lo - - 14'-115/8" 27'-8112"1 27'-81/2"1 27'-81/2"I 2T-81/2"i Q 0 HB - - -—-—- ---7L�- --------- - - - -—- -—-—-—-—-—- - - - - -—-—-—-— -—-—-—-—-— ----------- - - ------ ------- D z 0 H C - - - - - -zo'-a_na• - - 1 - - - - - - zr-avz - - - - - - - - - zr-avz" - - - --- - - -zr-avr --------- --------1 -zr-avz ------ 1 - - - O z S6.01 TYP. - -- J J H-D NDD --- ------ ------ -----------— -- ------ --- ----------- ------- --- ----------- ----------- ----------- ------ ---- ---i--1-- z Q r. Q0 U) LL_I _ JU) QZ H-E - - - - - zs'-sva'- - - - - -�- - - zr-avz" - - - - - -—- - - zr-avz"-�- - - - - -r - - -ter-avz" - - - - - - -� - - -�7'-avz ,-- - - � LLJ Z, H-F --- -—-—-—-—-—- - -—-—-—-—- - -—-—-—- —-—-—-—-— - -—-—-—-—-—-—-—-—-—-- --' -—-—-—-- -- -------- ----------- —' ------- - T(15 Q O � 16'-91/2" 27'-81/2" 27-85/8' 27'-81/2" 27'-81/2" LL1 Date Description BY: BUILDING H - FOUNDATION PLAN z O m 3/16"= Dwg Date: Job Nuber: 1'-0.. H-11) ovzsn s FBC#- Drawn By: Chkd By: AC DS 8 S1 .08-A BUILDING"H"FOUNDATION PLAN tld Pap1-itSite ize Scale: %$ za 10 ITE PLAN N.T.S. s Issu : plans m t be o ob Issue Date: For for all I Ctions 02/25/19 Fw Glff=2dg6 PEMNIS Hof Glff=12�r PLAN NOTES Z o Q a) Foundation Notes: n. rn E .O 1. For structural design notes,see sheet S0.01 thru S0.03. m OU, � C4 - 2. Architectural backgrounds are shown for reference only. O O O CO O The dimensions shown apply to structural elements only. V CV C4) ti .� For dimensions not shown,see architect of record submittal. V N M 3. Contractor shall field verify existing structural conditions.If any Z M-0 discrepancies are found,contractor shall contact the Architect O m00 and Structural Engineer before performing alteration work. Q O O O O UJ J d ��1 4. Top of concrete floor refer nXe levation= U 100'-0"typical uno thus P z LL C) C X Q m Y O t0 5. Slab on grade shall be 4"thick concrete with 2 1/2 Ibs of fiber C`p I-- ILL —_ mesh reinforcing per cubic yard.See architectural drawings for 0 d t0 slab depressions,slopes,etc. > E 6. Contractor to coordinate slab on grade control joints 00 with 2/S5.01 It 7. For typical foundation details,see sheets S5.01. 8. Contractor to coordinate placement of utilities thru or adjacent to the footings or stem walls with detail 1/S5.01 . /'`oc h sa 9. All walls are considered LFRS walls,for more information e"9'"e e ' 9 see Forge Building drawings. 201 N.Maple Grove Ste.100 BOISE IDAHO 83704 Phone(208)342-7168 LE JOB#194023.00 Aus1RWT1RALOEFAILs usmoxfasn.wrnE WPR.-L LGCHSAENGIN3-TIFINHG. iHERELSEG ANiffWRSA�DCGNC OF NGT ENGNEERINGOFNAIp.NTFal WNSENiGFLOLHSA Engineer Logo FNG t RFa�yF 4 7 2/25/19 OF% (H-11 (H-12 (H-13 (H-14 (H-15 (H-16 (H-17 (H-18 (H-19 (H-20 �Mn Y Y Engi020 neer Engineer eal 13'-101/4" 13'-101/4" 13'-101/4" 13'-101/4" 1 13'-101/4" 13'-101/4" 1 3'-101/4" 13'-101/4" T-1" w H-A - � I — _ H-A W0 aLo \ O 12'-03/8" cc 2T-81/2"I 2T-81/2"I 2T-81/2"I 22'-51/4" Q O HB - - - - -- -- -—-—- - -- - - -—-— ---------- ---------- ----------- ----------- - - - - --- -—-—-—-—-—- ----- -—-—- H-B ' ) O z Q O H C - - - - - ----- ------- 3'-11aa ------- 27'-av2 ------ — ------ - 2r-avr - - ---- ------- - 2r-avr - --- - - ----- 16=a - --- --- - H C O 7 N �/1 L - -— ss.o1 TYP. Lo H-D 7 J LL cc -�- -I - - - - - - - - - - - - - - - - - - - �- - - - - --- - - - - - - - - - --- J Q i —s'-85/s^- —zr-avz"- --zr-avz"- -2r-avz' -�- LU z CCE Q O � 27'-81/2" 2T-81/z" 27'-81/2• 20'-73/8" Date Description BY: w�z O BUILDING H - FOUNDATION PLAN ,� 3/16"=1'-0" Dwg Date: Job Number: 02I25119 FBC#- E Drawn By: Chkd By: AC DS 8 S1 .08-6 BUILDING"H"FOUNDATION PLAN tld Pape Size Scale: ]a 24x3 10 ITE PLAN N.T.S. a ssue#: plans m t be o ob Issue Date: For rmit Site for all 1 coons 02/25/19 FULGIff=2dNf6 PEMNIS Hof Glff=12�r TYPICAL DETAIL NOTES UJ Z o Q a) 3d OR 4" Typical Detail Notes: d. E WHICHEVER O O EXCAVATION 10'-0" w PIPES THRU z F d d IS LARGER FOUNDATION WALL 1. For structural design notes,see sheet SO.01 thru S0.03. m r �Z z Z O Ovty 1h FOUNDATION FOUNDATION NOTES: co w 2. Architectural backgrounds are shown for reference only. O 0) CO 1. Contractor shall locate bottom of excavation to � OR p The dimensions shown apply to structural elements only. V - CV C) -0 avoid surcharge on utilities and other foundations. o z t` For dimensions not shown,see architect of record submittal. (n 0) E . FINISH GRADE FINISH GRADE 9 V CV M 2. Contractor shall coordinate all excavations with z ut -0 Cfl foundation with foundation requirements. p Lu 3. Contractor shall field verify existing structural conditions.If any O Z > cM N 11 i 3. Contractor shall adhere to the recommendations in U p discrepancies are found,contractor shall contact the Architect CO 00 2) BOTTOM OF FOOTING ELEVATION p ap the Geotechnical Notes,for all excavations,backfill _ __ __ _ ___ w and Structural Engineer before performing alteration work. C\IO p % requirements etc. Lu J + (V L 4. Pipes that are less than 4'-0"below foundation, U 4. For all typical construction details not shown on this sheet, Qj 2 // provide sleeve and encase in lean Concrete. ( p.; ;a. see all"S5"series drawings. LL V C X -0V-6"MIN. 1 For pipes more than 4'-0"below foundation, w m i 0 LPL compact soil in pipe trench per soils report. z I- ll 5. Sleeves shall be minimum 1"clear all around pipes, P. _ _ �Z_ _ _ 0- conduit etc. io w W BOTTOM OF 6. For pipes within the footing thickness and are less __-; SEE CIVIL 00 than 8"from to offootin ste footin as re uired EXCAVATION SHALL P 9 P 9 q 1 O V ' DRAWINGS FOR � �_____ i NOT EXTEND BELOW to pass pipes through stem wall. EXTEND LEAN < THIS LINE EXISTING UTILITIES 7. For pipes passing through footing and are less CONC.AROUND z 2 than 6"clear from bottom of footing see 9„ 9 SLEEVE SEE ss.o1 NOTE 5 SLEEVE SEE m 1 SLEEVE DIA. NOTE 5 AND 6 FOUNDATION PARALLEL EXISTING UTILITY SEE NOTE 6 ELEVATION SECTION / Lochsa TO EXCAVATION PARALLEL TO FOUNDATION UTILITY(PIPES) 201 N.Maple Grove Ste.100 THROUGH FOUNDATIONS BOISE Phone 83704 Phone(208)342-716168 O LSE JOB#194023.00 smunuRu osFn�s usm ox fas n.w las FOUNDATION AT OR ADJACENT TO EXCAVATIONS AND UTILITIES 1E4Raa°GAF ° ENGNEERINGOFNPIp. NO SCALE Engineer Logo CONTRACTION JOINT,SAW CUT 1/8" WIDE x 1"DEEP MIN.,SEE NOTE 2, SAWING MUST OCCU SURFACERS FIRM ENOUGH As SOON AS #4xCONT.WITH T-6"BENDS CURB WIDTH AS REQ'D.8" o��Sg\0 TCONCRET Fa��yF OR V-6"x1'-6"DWLS.AT OR LESS,4"MIN. c� SO CONCRETE WILL NOT BE DAMAGED, CORNERS AND ENDS CENTERLINE 7 BUT NO LATER THAN 12 HOURS AFTER SLEEVE AROUND w w SLAB OR WALL CONCRETE HAS BEEN PLACED PIPING AND CONDUIT w 3: TOP OF CONC. 2/25/19 ,.,._.. -_ - - - FOR CLEARANCES SE t � - - - - - - OF w __ NOTES: -1 III LAP SEE FOOTING LAP SEE ~ ',�7` a•o- -. w Engineer eal 1. Contraction joint spacing to be max.12ft for 4"slabs, s FOOTING 6 GREATER THAN 8" 3D OR 4" 14ft for 6"slabs or as directed per ACI 360. s5 REINFORCING ss.ot #4 DWLS.AT 24"OC. V-8"MAX. D THE LARGER (if 2. Contraction joint to be 1"for 4"slabs,1 1/4"for 5"slabs, M O to and 1 1/2"for 6"and thicker slabs. w z 4 TOP OF CONC. U Z CONDUIT IN SLAB OR WALL d CONTRACTION JOINTO §', #4 DWLS.AT 16"OC. w w Q CONTRACTION U CD nn JOINTS,SEE B - - Q O 1 w T BENT BARS TO 1 U Q O y CONSTRUCTION MATCH AND 1 w w 16"MIN. 2-#4 CONT.WITH 1'-6"BENDS LAP FOOTING W w z OR 1'-6"x1'-6"DWLS.AT N JOINT AS O2 REINFORCING =X w 40 CORNERS AND AT END OR LJ_ REQUIRED FOR I- 05 �3D OR 4" O Q MULTIPLE z g^ g^ O z U CURB WHERE CONC.OR D THE LARGER z POURS,SEE 1A tO t'v z w W w MASONRY WALL OCCURS Q POURS MIN. MIN. MOO CONDUIT OR PIPING SEE tog PIPING THRU SLAB OR WALL 225 SQUARE FEET ARCH.,MECH.,ELECTRICAL m O a ROUGHEN CLEAN DJOINT TYP. NOTE: MAXIMUM,TYPICAL AND PLUMBING PLANS NOTES: o_ 1. Where clear distance between sleeves is impossible this area shall 1. Size and locate curbs as required. be treated as a slab opening or as a wall opening. Q J 2. Provide inserts in curbs as per Arch.and Mech.dwgs.THICKENED FOOTING AT CONDUIT � � � ��/� ' 2 3. For height see Arch.or Mech.10"max. 'V J" L.L SLAB JOINT INFORMATION O AND PIPING O CONCRETE CURB O PIPING CONDUIT IN OR THRU SLAB O Q 0 Q z NO SCALE NO SCALE NO SCALE NO SCALE ` w NOTES: 4-VERT. 'Q O 1. Table for use with normal weight hardrock concrete and grade 60 BARS TYP. STD.HOOK /�1 uncoated reinforcing bars.For lightweight aggregate use 1.31. 611 W ` V 2. Class A-Half or less of the bars are spliced within a required lap w w e fc=3000 psi fc=4500 psi fc=5000 psi U BAR LAP length. � U SIZE CLASS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS Class B-More than half of the bars are spliced within a required _ a N ��2 4d OR CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 lap length. o 0 2-TYP.WALL 1/2'MIN. A 22 32 17 25 18 27 14 21 17 25 13 19 3. Top bars are horizontal bars with 12"or more of concrete cast in g g #3 B 28 42 22 32 23 35 18 27 22 33 17 25 the member below the bar. _ VERT.UNO A 29 43 22 33 24 35 18 27 22 33 17 26q' 90°STD HOOK 180°STD HOOK MAX.OFFSET BEND Date Description BY: B 37 56 29 43 31 46 23 35 29 43 22 33 4. For bars enclosed in standard column spirals,use 0.75f or 12"min. rD=8d 6d FOR#3 TO#8 A 36 54 29 41 30 44 zz 34 28 42 22 33 5. Lap splices of individual bars with a bundle shall be 1.2t for that bar #5 B 47 70 3s s4 39 57 z9 44 36 54 28 42 in a 3-bar bundle and 1.331 for a 4-bar bundle.Entire bundles shall CORNER FOR#9 TO#11 A 43 64 33 50 35 53 27 44 33 50 2s 38not be staggered such that they do not overlap. 10d FOR#14 TO#18 #s 6. f-Basic lap length,shown at left. B 56 94 43 64 46 69 35 53 43 65 33 50 2-TYP.WALL 7. Case selection BEND ALT. PRINCIPAL REINFORCING #7 A s3 sa as 7z s1 77 3s ss as 7a 37 ss -For foundation reinforcement use Case 1 uno. WAYS VERT.UNO B 81 122 63 94 66 100 51 77 63 94 49 73 _ A 72 107 55 82 59 88 45 68 ss 83 43 64 -For column reinforcement and dowels use Case 1 uno. _ sa #8 B 93 139 72 107 77 114 58 88 72 108 55 83 -For beam reinforcement use Case 1 uno. __ 0, A 81 121 62 93 66 99 50 7s s3 sa as 7z For structural slab reinforcement use Case 2 uno. MIN.D=1 1/2"FOR#3 Dwg Date: �JobB 105 157 81 121 86 129 66 99 81 122 63 94 -Forslab on grade reinforcement use Case 1 uno. 4-VERT. MIN.D=2"FOR#4 d#to A 91 136 70 105 74 111 57 86 70 105 54 81 -For wall reinforcement and dowels use Case 1(Except as noted BARS TYP. CORNER BARS(L)MAY LAP SPLICE MIN.D=2 1/2"FOR#5 02125/19 B 118 177 91 136 96 144 74 112 91 137 70 105 below)uno. BE USED IN LIEU OF Drawn By:#11 A tot tst 7a s 82 23 s3 ss 79 tt7 so so -For walls with a single mat of steel centered in the wall,use BENT WALL REINF. s 31 tss tat 51 07 so 82 za of 152 78 117 Case 1 for wall reinforcement and dowels uno. FOR LAP SPLICES 135°STD HOOK -For chord steel reinforcement use Case 2 uno. INTERSECTION 8. Different size bars are to be lapped by the larger bar. STIRRUPS AND TIES 9. Different diameter bars are to be lapped per the larger bar. DOUBLE MAT SINGLE MAT NOTES: S5.01 a 1. All bends shall be made cold. NOTE: 2. #14 and#18 bars shall be bend tested and lab approved prior to CONCRETE TYPICAL DETAILS 1. Use tension lap splices,see s bending. ss.o1 TENSION LAP SPLICE (CONCRETE ONLY) TENSION LAP SPLICE LENGTHS, REINFORCING AT WALL Pape 9i=e Jo I PLAN N.T.S. 9P (IN INCHES) FOR GRADE 60 UNCOATED BARS O INTERSECTIONS O BAR BENDS O ss�a#: IeeueDate: a� Plans m t be o ob NO SCALE NO SCALE NO SCALE For mit Site for all I ctions 02/25/19 FULGIff=2dNf6 REMNIB Hof GIII=12�r DETAIL NOTES Uj Z o STUD FRAMINGr Building Detail Notes: C. r�—n BEYOND GRAVEL OR PAVING, BUILT-UP CFS p �I x24" BY CIVIL COLUMN 1. For structural design notes,see sheet SO.01 thru SO.03. m U STUD FRAMING LA ANGLE 3x3x16 GA.xSTUD O O C 4 I GC TO COORD.SLOPE #4 x12" AT 48"OC. O CA WIDTH WITH 4-#10 x24" OR NOTCH W ITH 2. Architectural backgrounds are shown for reference only. O CO SCREWS AT EACH STUD The dimensions shown apply to structural elements only. V N CV ti •— (9 PPY Y• �. E FORGE BUILDING _ _ O #4 x12"F_AT 48"OC. — r For dimensions not shown,see architect of record submittal. (n O E FINISH GRADE —III V CV C7 FINISH GRADE CONCRETE SLAB — CO PAVING,ETC., CONCRETE SLAB PAVING,ETC., - - 3. Contractor shall field verify existing structural conditions.If any Z > co SEE ARCH. SEE ARCH. discrepancies are found,contractor shall contact the Architect m 00 and Structural Engineer before performing alteration work. O O SEE PLAN SEE PLAN g P g CV C5 0 a V LL C) C 7"CONCRETE 1 7"CONCRETE 4 m FOUNDATION WALL FOUNDATION WALL 1 4 L LL 3/8"DIA.HILTI HUS- ss.o1 — 0 ICU ? WITH#4 VERT.AT P 1 z WITH#4 VERT.AT 1 z IF EZ SCREW ANCHOR 11 ll to 24"OC CENTERED 24"OC CENTERED WITH 2"MIN.EMBED. > q AND#4 HORIZ.AT o AND#4 HORIZ.AT o W v 12"OC.WITH 3-MIN. iv 12"OC.WITH 3-MIN. co 00 2 MUD SLAB FOR 2 MUD SLAB FOR NP' m FORMING STEM WALL NP' FORMING STEM WALL M AT CONTRACTORS AT CONTRACTORS _, W-1 , 190 OPTION OPTION N4 (V Z M� M� &Lochsa 201 N.Maple Grove Ste.100 BOISE IDAHO 83704 CONCRETE STEM WALL AT Phone( 1)92-7168 LSE JOB#19404023.00 smunuRu osFn s usm ox fas n.w las PERIMETER CONCRETE STEM WALL AT OPENING 2 SECTION AT POLE FOOTING 3 E 4R��^a cAA FAN E-EERINGOFaPIp. 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" Engineer Logo SS�O FNG t RFa�yF 4 7 STUD FRAMING 2/25/19 STUD FRAMING OF JIMA FIRE WALL SHEATHING, xP.05131 020 STUD FRAMING .�' Engineer eal BOTTOM TRACK I COORDINATE WITH BUILT-UP CFS 6-#5 VERTS FORGE BUILDING COLUMN FIRE WALLL SHEATHING, FINISH GRADE COORDINATE WITH ANGLE 3x3x16GA x STUD f PAVING,ETC., 3/4"DIA.HILTI HUS-EZ 24"DIA.CONC. FORGE BUILDING FOOTING WIDTH WITH 4-#10 BOTTOM TRACK SEE ARCH. SCREW ANCHOR AT s - SCREWS AT EACH STUD 2'-0"OC.MAX.WITH BOTTOM TRACK 2 1/2"MIN.EMBED, Q ——— ———— 3/8"DIA.HILTI HUS-EZ SCREW — i— COORDINATE WITH STUDLU LAB ANCHOR AT 2'-O"OC.MAX.W ITH LAYOUT CONCRETES Z -Pa I CONCRETE SLAB ',h%I l 2 1/2 MIN.EMBED,COORDINATE 2- #4 BARS AT WITH STUD LAYOUT 18 OC. #3 TIE SETS AT 12"OC. io WITH 3-TIES AT TOP 6" 2-#4 HORIZ. O a BARS AT 12"OC. III=III III=III-III=III III MIN _ 3/8"DIA.HILTI HUS-EZ . O z SCREW ANCHOR WITH 2 MIN.SCREWS AT ~ J J EACH STUD INTERIOR STUD WALL AT SLAB ON CONTINUOUS FOOTING AT FIRE z J Q POLE FOOTING - PLAN VIEW O GRADE O FIRE WALL AT SLAB ON GRADE O WALL O Q U) Q z 3/4"=T-O" 1 1/2"=1'-0" 1 1/2"=T-0' 1"=1'-0" ` w U) o W N ~ Date Description BY: Dwg Date: Job Number: 02I25119 FBC#- E Drawn By: Chkd By: AC DS 8 S6.01 BUILDING DETAILS tld Pape Size Scale: 24x3 10 ITE Z N.T.S. assue#: Plans m t bIssue Date: For mitSite for all Iovz5n9 FULGIff=2dNf6 PEMNIB Hof Glff=12�r HVAC SPECIFICATIONS MECHANICAL LEGEND ISSUE DATE PART 1 - GENERAL 1.5 DELIVERY. STORAGE. AND HANDLING 2.5ACCESS DOORS AND PANELS 3.6TESTING AND BALANCING PERMIT SET: EQUIPMENT ® SUPPLY DIFFUSER 1.1 GENERAL INTENT A DELIVER PRODUCTS TO THE PROJECT PROPERLY IDENTIFIED WITH NAMES,MODEL NUMBERS, A DUCT MOUNTED ACCESS DOORS:DOUBLE WALL,DUCT MOUNTING,AND RECTANGULAR;FABRICATED OF A PERFORM TESTING AND BALANCING PROCEDURES ON EACH SYSTEM ACCORDING TO THE PROCEDURES FEBRUARY 15,2019 A. THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS,AND TYPES,GRADES,COMPLIANCE LABELS,AND OTHER INFORMATION NEEDED FOR IDENTIFICATION. GALVANIZED SHEET METAL WITH INSULATION FILL AND THICKNESS AS INDICATED FOR DUCT PRESSURE CONTAINED IN NEBB'S"PROCEDURAL STANDARDS FOR TESTING,ADJUSTING,AND BALANCING OF d f f f f FLEXIBLE DUCTWORK RETURN GRILLE EQUIPMENT,NECESSARY,OR REASONABLY INFERABLE AS BEING NECESSARY,FOR FURNISHING, B. ALL MECHANICAL EQUIPMENT AND MATERIAL ITEMS SHALL BE PROTECTED FROM WEATHER AND CAS' ENVIRONMENTAL SYSTEMS"OR SMACNA'S'HVAC SYSTEMS-TESTING,ADJUSTING,AND BALANCING'. INSTALLATION AND TESTING,COMPLETE AND READY FOR SAFE OPERATION OF THE SYSTEMS DESCRIBED 1. FRAME:GALVANIZED SHEET STEEL WITH BEND-OVER TABS AND FOAM GASKETS. -------- VANDALISM PRIOR TO ACTUAL INSTALLATION.FAN WHEELS,PUMPS AND OTHER ROTATING B. PREPARE TEST REPORTS FOR BOTH FANS AND OUTLETS.OBTAIN MANUFACTURER'S OUTLET FACTORS LINED DUCTWORK HEREIN. -------- ® EXHAUST GRILLE 2. PROVIDE NUMBER OF HINGES AND LOCKS AS FOLLOWS: B. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS MADE A MACHINERY SHALL BE PERIODICALLY ROTATED DURING STORAGE.ANY FACTORY PAINTED AND RECOMMENDED TESTING PROCEDURES.CROSSCHECK THE SUMMATION OF REQUIRED OUTLET EQUIPMENT SCRATCHED OR MARRED DURING SHIPMENT OR CONSTRUCTION SHALL BE a. LESS THAN 12 INCHES SQUARE:SECURE WITH TWO SASH LOCKS. VOLUMES WITH REWIRED FAN VOLUMES. THOROUGH EXAMINATION OF THE SITE,AND ALL EXISTING CONDITIONS AND LIMITATIONS WHICH AFFECT -------- DEMO THIS WORK.LATER CLAMS SHALL NOT BE MADE NR LIBOR,EQUIPMENT OR MATERIALS REQUIRED RESTORED TO ORIGINAL,"NEW"CONDITION.THIS INCLUDES COMPLETE REPAINTING OF THE b. UP TO 18 INCHES SQUARE:TWO HINGES AND TWO SASH LOCKS. C. ADJUST TERMINAL OUTLETS AND INLETS FOR EACH SPACE TO INDICATED ARROWS WITHIN SPECIFIED ROUND DUCTWORK BREAK BECAUSE OF DIFFICULTIES ENCOUNTERED,WHICH COULD HAVE BEEN FORESEEN DURING SUCH AN EQUIPMENT IF NECESSARY TO PROVIDE EXACT PAINT MATCH. c. UP TO 24 BY 48 INCHES:THREE HINGES AND TWO COMPRESSION LATCHES. TOLERANCES OF INDICATED VALUES.MAKE ADJUSTMENTS USING VOLUME DAMPERS RATHER THAN O THERMOSTAT EXAMINATION. C. CONTRACTOR IS RESPONSIBLE FOR RECEIVING AND OFFLOADING EQUIPMENT OF HIS SCOPE. 2.6 EQUIPMENT CURBS AND SUPPORT EXTRACTORS AND THE DAMPERS AT AIR TERMINALS. C. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE EXTENT,GENERAL CHARACTER,AND LOCATION OF THE IMMEDIATELY UPON RECEIPT,CONTRACTOR SHALL INSPECT ALL EQUIPMENT AND MATERIAL FOR D. PREPARE TEST REPORTS WITH PERTINENT DESIGN DATA AND NUMBER IN SEQUENCE STARTING AT PUMP WORK TO BE PERFORMED.WHERE MINOR ADJUSTMENTS OF THE WORK ARE NECESSARY FOR PURPOSES SHIPPING DAMAGE AND REPLACE ANY DEFECTIVE ITEMS AT NO INCREASE i0 CONTRACT A ROOF MOUNTED EQUIPMENT:PROVIDE FACTORY CURB TO MATCH EQUIPMENT PROVIDED.CURB TO TO END OF SYSTEM.CHECK THE SUM OF BRANCH-CIRCUR FLOWS AGAINST APPROVED PUMP FLOW ® TEMPERATURE SENSOR � DUCTWORK BREAK OF FABRICATION OR INSTALLATION OF ITEMS,THE CONTRACTOR SHALL MARE SUCH ADJUSTMENTS WITH MATCH ROOF SLOPE,TYPE,AND INSULATION DEPTHS FOR PROPER EQUIPMENT MOUNTING(ACCOUNT RATE CORRECT VARIATIONS THAT EXCEED PLUS OR MINUS 5 PERCENT, NO ADDED COMPENSATION.WHERE SUCH ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF AMOUNT. FOR APPUCABLE ACCESSORIES SUCH AS ECONOMIZERS AND ERVS). 3.7 CONTROLS AND ELECTRICAL COMPONENTS SMOKE DETECTOR THE WORK,THEY SHALL FIRST BE SUBMITTED TO THE ARCHITECT FOR RENEW AND APPROVAL 1.6 SEQUENCING AND SCHEDULING B. GROUND/FLOOR MOUNTED EQUIPMENT:PROVIDE CONCRETE HOUSE-KEEPING PAD AT LEAST 4'THICK I ®®®®DUCTWORK RISE D. SITE UTILITIES:THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING A WHERE REQUIRED,CONTRACTOR SHALL FURNISH A COMBINATION STARTER SIZED IN ACCORDANCE WITH SERVICES.COORDINATE WORK WITH THE SITE UIIL711ES CONTRACTOR TO ENSURE PROPER INVERT A. COORDINATE MECHANICAL EQUIPMENT INSTALLATION WITH OTHER BUILDING COMPONENTS PRIOR AND AT LEAST 6'LARGER THAN THE EQUIPMENT BUNG SUPPORTED. THE MOTOR RATING.STARTER SHAH BE SUPPLIED WITH FUSES OR CIRCUIT BREAKERS,CONTROL CO 002 SENSOR ELEVATION,PIPE SLOPE GRADIENT,PIPE SIZE AND SEPARATION WITHIN TRENCH WORK.NOTIFY TO ORDERING OR FABRICATION OF ADJOINING WORK. TRANSFORMER,OVERLOADS,ONE N.O.PAID ONE N.C.AUXILIARY CONTACTS,AND AN HOA SWITCH IN ,`©< ,©' ,©< Q DUCTWORK DROP ARCHITECT OR ENGINEER OF ANY DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS. B. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SET SLEEVES IN THE CABINET COVER.STARTER ENCLOSURE SHALL BE NEVA RATED FOR ITS LOCATION.STARTER SHAH PART 3 - EXECUTION M MOTORIZED DAMPER E. COMPLY WITH ALL LOCH AND STATE CODES REGARDING SEISMIC SUPPORT ALL ISOLATION.N01 ALL POURED-IN-PLACE CONCRETE AND OTHER STRUCTURAL COMPONENTS AS THEY ARE BE WIRED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. SPIN-IN SUPPLY(WITH VOLUME SEISMIC REQUIREMENTS ARE SHOWN ON THESE DRAWINGS.CONTRACTOR SHALL MEET THE CONSTRUCTED.ARRANGE FOR CHASES,SLOTS,AND OPENINGS IN BUILDING STRUCTURE 3.1 EXAMINATION B. CONTRACTOR SHALL PROVIDE A COMPLETE CONTROL SYSTEM TO OPERATE THE EQUIPMENT AS B BAROMETRIC DAMPER nm-- REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION FOR SEISMIC SUPPORT/ISOLATION OF HIS DURING PROGRESS OF CONSTRUCTION TO ALLOW FOR MECHANICAL INSTALLATIONS. A VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH FIELD MEASUREMENTS AND WITH THE REQUIREMENTS DESCRIBED IN THESE DOCUMENTS.SYSTEM SHALL INCLUDE THERMOSTATS,LOW VOLTAGE WIRING, DAMPER) WORK. C. SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND OF THE ACTUAL EQUIPMENT TO BE CONNECTED. REQUIRED CONDUIT,TRANSFORMERS,AND ASSOCIATED APPURTENANCES REQUIRED TO MEET THE INTENT BDD BACK DRAFT DAMPER ry r Q 1.2 GENERAL COORDINATION EQUIPMENT FOR EFFICIENT FLOW OF THE WORK.COORDINATE INSTALLATION OF LARGE B. LOCATIONS OF EQUIPMENT AND DEVICES,AS SHOWN ON THE DRAWINGS,ARE APPROXIMATE UNLESS OF THESE DOCUMENTS. L SPIN-IN RETURN/EXHAUST ^� A. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF A SATISFACTORY,COMPLETE,AND FULLY EQUIPMENT REQUIRING POSITIONING PRIOR TO CLOSING IN THE BUILDING. DIMENSIONED; D NOT SCALE C REPRESENTATIVE S.DACT LOCATIONS OOC IO SOMF SUCHSPECIAL D A SHALL BE ILS AND DETERMINED BY C. CONTRACTOR SHALL ECTORSRSHAL HAVE AUXILIARY DE AND 114STALL UL STED DUCT FOR CONNECTION TO THE FIRE TORS AS SHOWN ON THE -� MANUAL VOLUME DAMPER (WITH VOLUME DAMPER) I r OPERATIONAL PIECE OF WORK IN ACCORDANCE WAFT TRUE INTENT OF THE DRAWINGS AND D. COORDINATE CONNECTION OF MECHANICAL SYSTEMS WITH EXTERIOR UNDERGROUND AND 45'SQUARE DUCT TAKE-OFF FT-i SPECIFICATIONS. VERIFY THE PHYSICAL DIMENSIONS OF EACH TEN OF MECHANICAL EQUIPMENT TO FIT THE AVAILABLE SYSTEM IF REQUIRED.THIS CONTRACTOR SHALL BE RESPONSIBLE FOR LOW VOLTAGE WIRING TO SHUT �_� / FROM SQUARE DUCT < Q B. CONTRACTOR SHALL CONSULT ALL DRAWINGS FOR THE PROJECT TO DETERMINE THAT THE WORK AND OVERHEAD UTILITIES AND SERVICES.COMPLY WITH REQUIREMENTS OF GOVERNING SPACE AND PROMPTLY NOTIFY THE ARCHITECT PRIOR TO ROUGHING-IN IF CONVICTS APPEAR. DOWN HIS EQUIPMENT BASED ON THE STATUS OF THIS DEVICE.POWER WIRING AND WIRING TO FIRE FSD COMBINATION SMOKE FIRE DAMPER . xA REGULATIONS,FRANCHISED SERVICE COMPANIES,AND CONTROLLING AGENCIES.COORDINATE ALARM SYSTEM TO BE BY OTHERS. FD FIRE DAMPER 45'ROUND DUCT TAKE-OFF (� EQUIPMENT WILL FIT AS PLANED. CONNECTION OF ELECTRICAL SERVICES. COORDINATION IN,ETC. 15 EQUIPMENT AND SYSTEMS F THE AVAILABLE WIRING,EQUIPMENT, }-{ �� w C. THE LOCATION UC PIPING,DUCTS,EQUIPMENT,ETC,SHAH BE CHECKED TO ENSURE CLEARANCE FROM DUCTWORK,PIPING,ETC.SHALL IL THE RESPONSIBILITY OF THE CONTRACTOR.THE INSTALLATION EQUIPMENT CALLOUT % FROM SQUARE DUCT r OPENINGS,STRUCTURAL MEMBERS,CABINETS,LIGHTS,OUTLETS PAID EQUIPMENT HAVING FIXED E. PROVIDE IDENTIFICATION OF ALL EQUIPMENT.COORDINATE INSTALLATION OF IDENTIFYING SHALL BE CONCEALED WITHIN BUILDING CONSTRUCTION,OR EXPOSED IN MECHANICAL ROOMS,UNLESS `!I LOCATIONS. THIS SHALL BE ACCOMPLISHED PRIOR TO FABRICATION OF PIPE OR DUCTS. DEVICES AFTER COMPLETING COVERING AND PAINTING WHERE DEVICES ARE APPLIED TO OTHERWISE NOTED. �� 45'ROUND DUCT TAKE-OFF J D. IF,AT ANY TIME,AND IN ANY CASE,CHANGES IN LOCATION OF PIPING,DUCTS,EQUIPMENT,ETC., SURFACES.INSTALL IDENTIFYING DEVICES PRIOR TO INSTAWNG ACOUSTICAL CEILINGS AND 3.2 GENERAL INSTALLATION GENERAL HVAC NOTES a="" FROM ROUND DUCT J BECOMES NECESSARY DUE TO EXISTING OBSTACLES OR INSTALLATION OF OTHER TRADES SHOWN ON SIMILAR CONCEALMENT. A PROVIDE ALL VALVES,DAMPERS AND CONTROL DEVICES REQUIRED TO COMPLETE BALANCING OF (RE:ALL MECHANICAL SHEETS ® DETAIL CALLIIn r ANY DI THE PROTECT DRAWINGS AND SUCH CONVICT COULD HAVE BEEN AVOIDED BY PROPER 1.7 PROJECT CLOSE-OUT ) L� COORDINATION BETWEEN THE TRADES OR PROPER PRE-PLANNING COST. H WORK,SUCH REQUIRED CHANGES SYSTEMS LE DESCRIBED IN THESE DOCUMENTS OR AS NORMALLY ASSOCIATED WITH THE SYSTEMS TO TURNING VANE w Q SHALL BE MADE BY THE CONTRACTOR AT NO EXTRA COST. THESE CHANGES ARE TO BE RECORDED ON A CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR ANY DEFECTS IN BE INSTALLED WHETHER SPECIFICALLY CANTED FOR ON THE DRAWINGS,DETAILS OR SPECIFICATIONS OR G1 THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS,AND } (1.. THE RECORD DRAWINGS. WORKMANSHIP OR EQUIPMENT,WHICH DEVELOP WITHIN ONE YEAR FROM ACCEPTANCE BY THE OWNER. NOT.IT SHALL BE UNDERSTOOD,UNLESS SPECIFICALLY STATED OTHERWISE,THAT ALL SYSTEMS EQUIPMENT,NECESSARY,OR REASONABLY INFERABLE AS BEING NECESSARY,FOR FURNISHING, O TEMPERATURE GAUGE �Y MITERED CORNER W E. THIS CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL INCIDENTAL ELECTRICAL INTERCONNECTIONS, CONTRACTOR MUST ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED TO REPAIR OR REPLACE INSTALLED SHALL COMPLY WITH INDUSTRY RECOGNIZED STANDARDS AND FEATURES. INSTALLATION AND TESTING,COMPLETE AND READY FOR SAFE OPERATION OF THE SYSTEMS I z CONTROL WIRING,ETC.,WHICH ARE NECESSARY FOR SYSTEM COMPLETION AND WHICH ARE NOT HIS WORK AS WELL AS WORK OF OTHER TRADES THAT MAY BE AFFECTED BY THIS REPLACEMENT. B. COORDINATE MECHANICAL SYSTEMS,EQUIPMENT,MD MATERIALS INSTALLATION WITH OTHER BUILDING DESCRIBED HEREIN. �y SPECIFICALLY SHOWN OR OTHERWISE INDICATED ON THE ELECTRICAL DRAWINGS OR SPECIFIED IN B. CONTRACTOR SK41L MAINTAIN A REDLINED SET OF CONSTRUCTION DRAWINGS SHOWING DEVIATIONS COMPONENTS.SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND POINT OF CONNECTION IL/- } DIASION 26. BETWEEN THE DRAWINGS AND INSTALLED CONDITIONS.THESE SHALL BE TURNED OVER TO THE OWNER EQUIPMENT FOR EFFICIENT FLOW OF THE WORK.GIVE PARTICULAR ATTENTION TO LEDGE EQUIPMENT G2 THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR T-STATS,ALL LOW VOLTAGE WIRING AND RADIUS ELBOW } F. ALL ELECTRICAL WORK INCIDENTAL TO OR ACCOMPLISHED UNDER THIS DMSION SHALL COMPLY WITH AT ACCEPTANCE OF THE WORK. REQUIRING POSITIONING PRIOR TO CLOSING IN THE BUILDING.GIVE RIGHT-OF-WAY PRIORITY TO REQUIRED CONDUIT. --- INTAKE OR EXHAUST 1i - ALL REQUIREMENTS OF DMSION 26. C. PROVIDE THREE(3)COMPLETE SETS OF OPERATION AND MAINTENANCE MANUALS.THESE ARE TO SYSTEMS REQUIRED TO BE INSTALLED AT A SPECIFIED SLOPE j(� G. PLANS ARE DIAGRAMMATIC IN NATURE CONTRACTOR IS RESPONSIBLE FOR REFERRING TO THE DESIGN C. WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED,INSTALL SYSTEMS,MATERIALS,AND 03 ALL OUTSIDE AIR DUCTS TO BE EXTERNALLY INSULATED. �- DIRECTION OF AIRFLOW �,J f DOCUMENTS FOR ALL OTHER DISCIPLINES FOR PROJECT CONSTRUCTION AND OTHER DETAILS WHICH INCLUDE ALL EQUIPMENT CUT-SHEETS,MANUFACTURERS CONTRACTORS RECOMMENDED MAINTENANCE PROCEDURES, MANUFACTURERS WARRANTEE INFORMATION,AND CONTRACTORS WARRANTEE LETTER AND CONTACT EQUIPMENT TO PROVIDE THE MAXIMUM HEADROOM POSSIBLE. AFFECT THE MECHANICAL INSTALLATION.AND CONTRACTOR SHALL CONFER WITH ALL OTHER TRADES AS INFORMATION. D. INSTALL SYSTEMS,MATERIALS,AND EQUIPMENT LEVEL AND PLUMB,PARALLEL AND PERPENDICULAR TO G4 ALL SUPPLY DUCTS AND RETURN DUCTS TO BE INSULATED AND INTERNALLY LINED AS SHOWN ON ABBREVIATIONS & DESCRIPTIONS Z) FINISH ADJACENT AL ITS WORK AND ARRANGE TO HAVE VISIBLE.)PORTIONSMERGE OF THIS WORK(SUCH AS D. PROVIDE THREE(3)REVIEWED BALANCE REPORTS OF WATER AND AIR SYSTEMS AS APPLICABLE. OTHER BUILDING SYSTEMS AND COMPONENTS,WHERE INSTALLED EXPOSED IN FINISHED SPACES. DRAWINGS AND SPECIFICATIONS. ACCESS DOORS,VALVES,SPRINKLER HEADS,ESCUTCHEONS,ETC.)MERGE WITH THE FINISH IN A E. CONTRACTOR SHALL INSTRUCT THE OWNER ON THE OPERATION AND MAINTENANCE OF ALL SYSTEMS E. INSTALL MECHANICAL.EQUIPMENT TO FACILITATE SERVICING,MAINTENANCE,AND REPAIR OR G5 DUCTWORK LAYOUT IS PARTIALLY DIAGRAMMATIC.OFFSETS AND ADJUSTMENTS MAY BE REQUIRED TO AC AR CONDITIONING WAG HEATING,VENTILATING,AR CONDITIONING MANNER SATISFACTORY NT THE ARCHITECT. PROVIDED UNDER THIS CONTRACT. REPLACEMENT OF EQUIPMENT COMPONENTS.AS MUCH AS PRACTICAL,CONNECT EQUIPMENT FOR EASE COORDINATE WITH LIGHTS,DUCTS,PLUMBING AND STRUCTURE. AFF ABOVE FINISHED FLOOR KES KITCHEN EQUIPMENT SUPPUER H. CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE ITEMS(VALVES,DAMPERS,COILS,ETC.)SO THAT THE OF DISCONNECTING,WITH MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS.EXTEND GREASE AHU AIR CEILING SUBCONTRACTOR MAY KNOW WHERE TO INSTAL ACCESS-TYPE PANELS SHOULD ALIFT-UP PART 2 - PRODUCTS FITTINGS TO AN ACCESSIBLE LOCATION. G6 COORDINATE T-SLAT LOCATIONS WITH OWNER. BTU BRITISHN THERMADLING L UNITS rr KW KILOWATT Q TYPE CEILING NOT BE INSTALLED.THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK 2,1 GENERAL F. DRAWINGS ARE NOT DETAILED TO THE EXTENT THAT ALL DUCTWORK AND PIPING OFFSETS,BENDS,AND KWH KILOWATT HOUR Q UNLESS SPECIFICPIIY NOTED ON THE DRAWINGS.ARCHITECT SHALL APPROVE LOCATIONS OF ACCESS BTUH BTU'S PER HOUR LAT LEAVING AR TEMPERATURE PANELS PRIOR TO INSTALLATION. A. DUCT DIMENSIONS SHOWN ON PLANS ARE NET FREE AREA SPECIAL FITTINGS ARE SHOWN AND EXACT LOCATION INDICATED;HOWEVER,THEY ARE TO BE PROVIDED G7 CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE ITEMS(VALVES,DAMPERS,COILS,ETC.)SO THAT THE CA COMBUSTION AR WHETHER SHOWN OR NOT.REFER TO SCHEDULES FOR ACCESSORIES. CEIUNG SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD A UFT-UP MAX MAXIMUM I. CEILING HEIGHTS:ARCHITECTURAL DRAWINGS SHALL BE CHECKED FOR CEILING HEIGHTS,WALLS,AND B. ROUND ELBOWS MUST HAVE A HALLCONTERUNE RADIUS OF NO LESS THAN 1.5 TIMES THE DIAMETER OF CC COOLING COIL 'z CABINETS THAT ARE INTENDED TO CONCEAL WORK OF THIS SECTION.WHERE CONVICTS OCCUR,THE THE ELBOW.SQUARE ELBOWS SHALL HAVE TURNING VANES. G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY PROTECTING ANY PENETRATION OF A FIRE TYPE CEILING NOT BE INSTALLED.THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK CFF CAP FOR FUTURE MCA MINIMUM CIRCUIT AMPS Z ARCHITECT SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE WORK.LOCATION OF EXPOSED WORT( C. ALL DUCTWORK EXPOSED TO VIEW SHALL BE ROUND OR OVA SPIRAL TIDIED ASSEMBLY. FIRE SEAL,CAULKING,AND APPURTENANCES SHALL BE UL LISTED FOR THE UNLESS SPECIFICALLY NOTED ON THE DRAWINGS,ARCHITECT SHALL APPROVE LOCATIONS OF ACCESS CFM CUBIC FEET PER MINUTE MOCP MAXIMUM OVERCURRENT PROTECTION d SUCH AS LIGHTS,DIFFUSERS,SPEAKERS,SPRINKLER HEADS TA;E PRECEDENCE OVER CONCEALED ASSEMBLY RATING IT IS APPLIED TO AND SHAH BE INSTALLED PER THE MANUFACTURERS WRITTEN PANELS PRIOR TO INSTALLATION. MIN IN Jl 2.2 DUCTWORK MATERIALS INSTRUCTIONS.ALL SUCH MATERIALS SHALL MEET STATE,LOCAL,AND AUTHORMES CODES AND CHAR CHILLED WATER RETURN NC NOISE CRITERIA WORK. STANDARDS GB ALL PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMMODATE WORK OF THIS SECTION, CHWS CHILLED WATER SUPPLY J. CONTRACTOR SHAH EXERCISE CARE TO MINIMIZE ANY DISTURBANCE TO ADJACENT AREAS OF THE A COMPLY WITH STERNAL,MATERIAL DUCT CONSTRUCTION STANDARDSRU METAL AND METHODS, UNLESS FOR CLG CEIUNG NFPA NATIONAL FIRE PROTECTION ASSOCIATION _j I MUST BE SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALING BUILDING WHICH ARE TO DUST AN IN OPERATION.ISOLATE WORK AREAS BY TEMPORARY PARTITIONS, ACCEPTABLE MATERIALS,MATERIAL THICKNESS,AND DUCT CONSTRUCTION OF METHODS,UNLESS H. PENETRATIONS ARE PROHIBITED IN ANY STRUCTURAL MEMBERS(EXCEPT WHERE NOTED IN DRAWINGS) NIS NOT TO SCALE TARPS ETC. TO KEEP DUST AND DIRT IN THE CONSTRUCTION ARE0. OTHERWISE INDICATED. H M MA FREE F PTITIN MAR METHOD. CW COLD WATER 0 E SE D CAI C SHEET METAL MATERIALS SHALL BE EE 0 G,SEAM KS,ROLLER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.OBTAIN APPROVAL FOR OTHER FRAMED OPENINGS DEG DEGREE OSA OUTSIDE EAIR K. PROVIDE ALL NECESSARY FLASHING.SEALING,ETC.,TO MAINTAIN THE WATERPROOF INTEGRITY C THE MARKS,STAINS,OIS 6 LORATON I AND OTI4ER IMPERFECTIONS.UNLESS STATED OTHERWISE,ALL WHICH MAY BE REQUIRED IN ADDITION TO THOSE SHOWN ON DRAWINGS.PAY ALL COSTS FOR PD PRESSURE DROP WORDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF ITEMS AS REQUIRED BY THIS SCOPE OF DUCTWORK TO BE 26 GAUGE MINIMUM. ADDITIONAL CUTTING OF HOLES AS THE RESULT OF INCORRECT LOCATION OF SLEEVES OR FURNISHING CONTRACTOR HAS SOLE RESPONSIBILITY W COORDINATE ANY SUBSTITUTIONS WITH ALL OTHER DIAL DIAMETER PH PHASE j ) Ld WORK. B. GALVANIZED SHEET STEEL:LOCK-FORMING QUALITY;COMPLYING WITH ASDN A 653 A 653M AND INCORRECT INFORMATION AS TO THE REQUIREMENTS OF FRAMED OPENINGS. DISCIPLINES.EQUIPMENT OF GREATER POWER, ENT HAS B CAPACITIES,AND RATINGS MAY W DB DRY BULB TEMPERATURE `J l L INSTALL ALL.WORK OF THIS SCOPE TO BE READILY ACCESSIBLE FOR OPERATION,MAINTENANCE,AND / FURNISHED PROVIDED SUCH PROPOSED EQUIPMENT HAS BEEN SUBMITTED FOR REVIEW,IN WRITING U EXHAUST AR PRV PRESSURE REDUCING VALVE HAVING G90(ZOSED COATING DESIGNATION;DUCTS SHALL HAVE MILL-PFIOSPHATIZED FINISH FOR I. FIRE-HATED ASSEMBLY PENETRATIONS: AND CONNECTING MECHANICAL AND ELECTRICAL SERVICES,CIRCUIT BREAKERS,CONDOR,MOTORS, RA RETURN AR O REPAIR.MINOR DEVIATIONS FROM THE DRAWINGS MAY BE MADE TO ACCOMPLISH THIS,BUT CHANGES EAT ENTERING AIR TEMPERATURE INVOLVING OTHER TRADES MAY NOT BE MADE WITHOUT PRIOR APPROVAL. SURFACES EXPOSED TO VIEW. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY PROTECTING ANY PENETRATION OF A BASES,MD EQUIPMENT SPACES ARE ADJUSTED APPROPRIATELY.NO ADDITIONAL COSTS WILL BE RPM REVOLUTIONS PER MINUTE 'I M. ALL.PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMMODATE WORK OF THIS SECTION, / FIRE RATED ASSEMBLY. FIRE SEAL CAULKING,AND APPURTENANCES SHALL BE UL UTTED FOR APPROVED FOR THESE INCREASES,IF LARGER EQUIPMENT IS PROPOSED.IF MINIMUM ENERGY EER ENERGY EFFICIENCY RATIO C. CARBON-STEEL NISH F:AEX A 36fi A 366A1,COLD-ROLLED SHEETS;COMMERCIAL OIlAl1IY;WITH RN ROOFTOP UNIT MUST BE SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALNG OILED,MA71E FINISH NR EXPOSED DUCTS. THE ASSEMBLY RATING IT IS ARPLIED TO AND SHALL BE INSTALLED PER THE MANUFACTURERS RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE SPECIFIED,THE EQUIPMENT MUST MEET THE ESP EXTERNAL STATIC PRESSURE $A SUPPLY AR w N METHOD. D. STAINLESS STEEL:ASIM A 480/A 480M,TYPE 316 OR 304,AND HAVING A NO.2D FINISH FOR WRITTEN INSTRUCTIONS.ALL SUCH MATERIALS SHALL MEET STATE,LOCAL AND AUTHORITIES CODES DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. CONTRACTOR IS SOLELY RESPONSIBLE EWT ENTERING WATER TEMPERATURE SEER SEASONAL ENERGY EFFICIENCY RATIO N. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF THIS WORN.COORDINATE ALL CONCEALED DUCTS AND SUITABLE FINISH FOR EXPOSED DUCTS. AND STANDARDS. FOR SUBSTITUTED EQUIPMENT MEETING THE INTENT OF THE ORIGINAL DEIGNED EQUIPMENT IN ALL FCO FLOOR CLEANOIn SN/FSD COMBINATION SMOKE/FIRE DAMPER BLOCKING,SUPPORT,ETC.,NECESSARY FOR THE INSTALLATION OF THIS WORK WITH THE GENERAL 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL FIRE TIDIED ASSEMBLY LOCATIONS AND RATINGS. ASPECTS. N FIRE DAMPER $P STATIC PRESSURE CONTRACTOR. 2.3 INSULATION AND LINER J. SEI SMIC RESTRAINT: FLA FULL LOAD AMPS 1.3 CODES. STANDARDS. PERMITS, AND FEES A GENERAL: 1. THE CONTRACTOR SHALL.PROVIDE PROPER MECHANICAL SEISMIC RESTRAINTS FOR ALL INSTALLED FUR FLOOR SYM SYMBOL 1. FIRE-HAZARD CLASSIFICATION:MAXIMUM FLAME-SPREAD INDEX OF 25 AND SMOKE-DEVELOPED ITEMS INCLUDING,BUT NOT LIMITED TO,DUCTS,PIPING,EQUIPMENT AND ACCESSORIES.THE G10 EXTERIOR DUCT TO BE DOUBLE WALL.GALVANIZED WITH R-8 INSULATION BETWEEN.INNER MAY BE FPM FEET PER MINUTE T&P TEMPERATURE AND PRESSURE A ALL.APPLICABLE CODE LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS PERFORATED.SUPPORT ON RAILS PER SMACNA STANDARDS. TEMP TEMPERATURE INDEX OF 50 WHEN TESTED ACCORDING TO ASTM E 84. CONTRACTOR SHALL PROVIDE SEISMIC RESTRAINTS AS LISTED BY THE CODES USED BY THE A14J FT FEET WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS.THEIR TYP TYPICAL PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR,WHO SHAH INFORM THE ARCHITECT IN 2. INSULATION SCHEDULE: OR AS SHOWN ON THE DRAWINGS(WHICHEVER IS MORE STRINGENT). G11 PROVIDE A COMMISSIONING PLAN DEVELOPED BY A REGISTERED DESIGN PROFESSIONAL OR APPROVED GA CAI1GE URIC UNIFORM MECHANICAL.CODE WRITING PRIOR TO SUBMITTING A BID,OF ANY WORK OR MATERIALS WHICH VIOLATE ANY OF THE a. OUTSIDE THE BUILDING THERMAL ENVELOPE 3.3 DUCT INSTALLATION AGENCY AS/WHERE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. GOO GRADE CLEANOUT UPC UNIFORM PLUMBING CODE ENFORCED LAWS,CODES,OR REGULATIONS IF THE CONTRACTOR PERFORMS ANY WORK CONTRARY TO 1) INSULATE ALL SUPPLY AND RETURN DUCTS TO R-8 A CONSTRUCT AND INSTALL DUCTS ACCORDING TO SMACN4'S'HVAC DUCT CONSTRUCTION GPM GALLONS PER MINUTE ylR VENT THROUGH ROOF SUCH LAWS,ORDINANCES,RULES AND REGULATIONS,HE SHALL.ASSUME FULL RESPONSIBILITY,AND HC HEATING COIL SFIALL BEAR ALL COSTS ASSOCIATED WITH BRINGING WORK INTO COMPLIANCE. b. INSIDE THE BUILDING THERMAL ENVELOPE STANDARDS--METAL AND FLEXIBLE." HP HORSEPOWER V VOLTS AONAZ 1) INSULATE SUPPLY AIR ACTS TO R-6. WB WET BULB 04AL i B. WHERE DRAWINGS OR SPECIFICATIONS CALL FOR MATERIAL OR CONSTRUCTION OF A BETTER QUALITY OR B. INSTALL DUCTS WITH FEWEST POSSIBLE JOINTS.INSTALL FABRICATED FITTINGS FOR CHANGES IN IECC INTERNATIONAL ENERGY HIGHER CAPACITY THAN REQUIRED BY THE ABOVE-MENTIONED CODES AND STANDARDS,THE PROVISIONS 2) INSULATE RETURN AIR DUCTS LOCATED IN UNCONDITIONED SPACES TO R-6. DIRECTIONS,SIZE,AND SHAPE AND FOR CONNECTIONS. CONSERVATION CODE W/ WITH Q� \OS FO OF THE DRAWINGS OR SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE 3) INSULATE OUTSIDE AR DUCTS TO R-8 WITH CLOSED CELL INSULATION TO PREVENT C. COORDINATE LAYOUT WITH SUSPENDED COUNG,FIRE-AND SMOKE-CONTROL DAMPERS,UGNTINGCODES d ILAR FINISHED WORK. - C. THE RESPECTIVE SAND UB-CONTRACTOR,CONTRACTOR,AT HIS EXPENSE,SHAM.OBTAIN ALL.PERMITS AND FEES REQUIRED c. INSIDE CONDENSATION. BUILDING THERMAL ENVELOPE AND EXPOSED WITHIN THE SPACE DUCTWORK IS D. SEA.ALL OINTS LAYOUTS.AND MWITH UNITED DUCT SEALANT.APPLY SEALANT TO MALE END CONNECTORS BEFORE SHEET INDEX FOR THIS SCOPE OF WORK ON THIS PROJECT.THE SUB-CONTRACTORS SHALL ALSO SCHEDULE ALL SERVING INSERTION,AND AFTERWARD TO COVER ENTIRE JOINT AND SHEET METAL SCREWS. Z� REQUIRED INSPECTIONS AND OBTAIN CERTIFICATES FOR HIS WORK,AT HIS EXPENSE. 1) SUPPLY AND RETURN DUCTS INSULATION NOT REQUIRED. E. NON-FIRE-RATED PARTITION PENETRATIONS:WHERE DUCTS PASS THROUGH INTERIOR PARTITIONS AND MO.0 HVAC COVER SHEET m9.lF OF VO D. THE FOLLOWING SPECIFIC STANDARDS SHALL BE CONSIDERED AS MINIMUM REQUIREMENTS FOR WORK OF EXTERIOR WALLS AND ARE EXPOSED TO VIEW,CONCEAL SPACES BETWEEN CONSTRUCTION OPENINGS MO.1 HVAC OSA CALCULATIONS B. DUCT INSULATION:MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN.COMPLY WITH ,(�N$ THIS SECTION: AND DUCTS OR DUCT INSULATION WITH SHEET METAL FUWGES OF SAME METAL THICKNESS AS DUCTS. MO.2 ENERGY COMPLIANCE REPORT 1. DUCTWORK:All.DUCTWORK SHALL BE FABRICATED AND INSTALLED PER THE PUBLISHED STANDARDS FIBRASTOUS-GLASS C 55LA TYPE II AND ASIM WITH TYPE III WITH FACTORY-APPLIED ESK JACKET. OVERLAP OPENINGS ON 4 SIDES BY AT LEAST 1-1/2 INCHES. M0.3 ENERGY COMPLIANCE REPORT OF THE AMERICAN SDCDEIY OF HEATING,REFRIGERATION,AND AIR CONDITIONING ENGINEERS C. FIBROUS-GLASS LINER:COMPLY WITH NFPA 90A OR NFPA 90B AND WITH NNM4 AR124. 3-7-2019 (ASHRAE)AND THE SHEET METAL AND AIR CONDITIONING NATIONAL ASSOCIATION(SMACNA),AND 1. MATERIALS:ASTM C 1071;SURFACES EXPOSED TO AIRSTREAM SHALL BE COATED TO PREVENT F. FIRE-RATED WALLS, PARTITION PENETRATIONS:WHERE DUCTS PASS THROUGH INTERIOR PARTITIONS PAID M2.1 HVAC BUILDING A FLOOR PUN MEET THE REQUIREMENTS OF NFPA 90 AND NFPA 91. EROSION OF GLASS FIBERS. EXTERIOR WALLS,INSTALL APPROPRIATELY RATED FIRE DAMPERS,SLEEVES,AND FlRESTOPPING M2.2 HVAC OFFICE/RESIDENCE FLOOR PLANS 2. FILTERS:ALL FILTER MEDIA SHALL BE UL CLASS 2. a. THICKNESS:1' SST' M2.3 HVAC BUILDING G FLOOR PLAN 3. FIRE DAMPERS:ALL FIRE DAMPERS SHALL BE LISTED AND INSTALLED PER UL FOR THE ASSEMBLY b. LINER ADHESIVE:COMPLY WITH NFPA 90A OR NFPA 90B AND WITH ASIM C 916. G. PANT INTERIORS RI META DUCTS,THAT DO NOT HAVE DUCT LINER,FOR 24 INCHES UPSTREAM OF M3.0 HVAC SCHEDULES REGISTERS AND GRILLES.APPLY ONE COAT OF FLAT,BUCK,UTIX FINISH COAT OVER A COMPATIBLE M4.0 HVAC DETAILS THEY ARE INSTALLED IN,AND MEET THE REQUIREMENTS OF THE LOCH BUILDING CODE. c. MECHANICAL FASTENERS:GALVANIZED STEEL SUITABLE FOR ADHESIVE ATTACHMENT, GALVANIZED-STEEL PRIMER. 1.4 SUBMITfALS AND SUBSTITUTIONS MECHANICAL ATTACHMENT,OR WELDING ATTACHMENT TO DUCT WITHOUT DAMAGING UNER WHEN H. PROVIDE BALANCING DAMPERS AT POINTS ON SUPPLY,RETURN,AND EXHAUST SYSTEMS WHERE A SUBMITTAL MATERIALS SHALL BE COMPLETE IN EVERY RESPECT AND SHALL CLEARLY INDICATE APPLIED AS RECOMMENDED BY MANUFACTURER AND WITHOUT CAUSING LEAKAGE IN DUCT. BRANCHES LEAD FROM URGER DUCTS AS REQUIRED FOR AIR BALANCING.INSTALL AT A MINIMUM OF EQUIPMENT FUTURES,DIMENSIONS,WEIGHTS,PERFORMANCE CHARACTERISTICS,AND CAPACITIES. D. FIRE-RATED INSULATION SYSTEMS:HIGH-TEMPERATURE,FLEXIBLE,BLANKET INSULATION WITH FSK TWO DUCT WIDTHS FROM BRANCH TAKEOFF. CAPACITY AND PERFORMANCE CALCULATIONS SHALL BE ADJUSTED TO INDICATE ACTUAL EQUIPMENT JACKET THAT IS UL TESTED AND CERTIFIED TO PROVIDE REQUIRED FIRE RATING. I. INSTALL FLEXIBLE CONNECTORS IMMEDIATELY ADJACENT TO EQUIPMENT IN DUCTS ASSOCIATED WITH PERFORMANCE AT THE PROJECT ELEVATION. LITERATURE OR DRAWINGS THAT DESCRIBE MORE THAN E. REFRIGERANT PIPING INSULATION:SUCTION PIPING-FLEXIBLE RASTOMERIC,1'THICK, FANS AND MOTORIZED EQUIPMENT SUPPORTED BY VIBRATION ISOLATORS. ONE MODEL OR SIZE OF EQUIPMENT SHALL BE MARKED WITH ARROWS OR OTHERWISE CLEARLY 2.4 DUCT ACCESSORIES J. CONNECT DIFFUSERS GRILLES TO LOW PRESSURE DUCTS WITH MAXIMUM 72-INCH LENGTHS OF INSCRIBED TO IDENTIFY THE ACTUAL EQUIPMENT THAT WILL BE FURNISHED. ALL.OPTIONS AND SPECIAL A STANDARD VOLUME DAMPERS:SINGLE OR OPPOSED-BLADE DESIGN,STANDARD LEAKAGE RATING,AND FLEXIBLE DUCT CAMPED OR STRAPPED IN PLACE.CONNECT FLEXIBLE DUCTS TO METAL DUCTS WITH Uj PARTS OF FEATURES SHALL ALSO BE CLEARLY IDENRFlED. ALL SUBMITTED MATERIALS MUST BE CLEAR, - DRAW BANDS. COMPLETE,AND LEGIBLE. All SUBMITTALS OF THIS SCOPE MUST BE SUBMITTED AT ONE TIME; SUITABLE FOR HORIZONTAL OR VERTICAL APPUCATIONS.SHAFTS TO BE FULL LENGTH,GALVANIZED K. INSTALL BACKDRAFT DAMPERS ON EXHAUST FANS OR EXHAUST DUCTS NEAREST TO OUTSIDE AND LIJ MULTIPLE AND VARIED SUBMITTALS WILL BE REJECTED. STEEL,WITH ZINC-PLATED,DIE-CAST CORE WITH DIAL AND HANDLE MADE OF 3/32-INCH-THICK WHERE INDICATED. B. SUBMITTALS FOR ALL EQUIPMENT SHALL BE ROUTED THROUGH AND REVIEWED BY T14E CONTRACTOR. ZINC-PLATED STEEL AND A 3/4-INCH HEXAGON LOCKING NUT.INCLUDE CENTER HOLE TO SUIT L TYPE I HOOD EXHAUST DUCTS:COMPLY WITH NFPA 96. U = THE CONTRACTOR SHALL CHECK All.SUBMITTALS FOR ADEQUATE IDENTIFICATION,CORRECTNESS,AND DAMPER OPERATING-ROD SIZE.INCLUDE ELEVATED PLATFORM FOR INSULATED DUCT MOUNTING. 1. CONCEALED:CARBON-STEEL SHEET. COMPLIANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS AND APPLY A STAMP OF APPROVAL FOR B. FIRE DAMPERS:CURTAIN TYPE;FIRE DAMPERS SHALL BE LABELED ACCORDING TO UL 555. 2, EXPOSED:TYPE 304,STAINLESS STEEL WITH FINISH TO MATCH KITCHEN EQUIPMENT AND RANGE �+ (/'� SUBMITTALS THAT ARE REQUIRED TO BE REVIEWED BY THE ENGINEER,A DIGITAL COPY SHALL BE 1. FRAME:FABRICATED WITH ROLL-FORMED,0.034-INC H-THICK GALVANIZED STEEL;WITH MITERED HOOD. < U) FORWARDED FOR REVIEW AFTER REVIEW AND APPROVAL BY THE CONTRACTOR. THESE SHALL BE AND INTERLOCKING CORNERS. RETURNED AND SHALL BE REVISED AND RESUBMITTED UNTIL ACCEPTED BY THE ENGINEER. PROVIDE 2. BLADES:ROLL-FORMED,INTERLOCKING,0.034-INCH-THICK,GALVANIZED SHEET STEEL IN PLACE 3. WELD SEAMS AND JOINTS. PRODUCT DATA FOR EACH PIECE OF EQUIPMENT/COMPONENT USED BELOW: OF INTERLOCKING BLADES,USE FULL-LENGTH,0.034-INCH-THICK,GALVANIZED-STEEL BLADE 4. PROVIDE RATED ACCESS DOORS FOR DUCT CLEANING AS REQUIRED BY CODE. 1. AIR MOVING EQUIPMENT. CONNECTORS. 5. INSTALL DUCTS TO ALLOW FOR THERMAL EXPANSION THROUGH 2O00 DEG F(1110 DEG C) = Uj 2. GRILLES,REGISTERS,AND DIFFUSERS. 3. FUSIBLE UNK:REPLACEABLE,165 DEGREE F RATED. TEMPERATURE RANGE- 3. EXHAUST HOODS. C. CEIUNG FIRE DAMPERS:LABELED ACCORDING TO UL 555C;COMPLY WITH CONSTRUCTION DETAILS FOR M. DISHWASHER HOOD EXHAUST DUCTS: 4. WHERE SEISMIC SUPPORT IS REQUIRED BY CODES, PROVIDE SHOP DRAWINGS AND SUPPORTING TESTED FLOOR-AND ROOF-CEIUNG ASSEMBLIES AS INDICATED IN UCS'FIRE RESISTANCE DIRECTORY.' 1. TYPE 304,STAINLESS STEEL WAFT FINISH TO MATCH KITCHEN EQUIPMENT AND RANGE HOOD. O CALCULATIONS IN ACCORDANCE WITH THE ASCE 7 CHAPTER 13.CALCULATIONS AND SHOP DRAWINGS 1. FRAME:GALVANIZED SHEET STEEL ROUND OR RECTANGULAR,STYLE TO SUIT CO LING 2. WELD SEAMS AND JOINTS. SHALL BE SIGNED AND SEALED BY A UCENSED ENGINEER IN THE STATE IN WHICH THE PROJECT CONSTRUCTION. 3.4HANGING AND SUPPORTING U SITE OCCURS. 2. BLADES:GALVANIZED SHEET STEEL WITH REFRACTORY INSULATION. C. APPROVED MANUFACTURERS,WHICH MAY SUBMIT EQUAL PRODUCT TO THOSE SPECIFIED,ARE USTED IN 3. BLADES:UNK:REPLACEABLE,TEE DEGREE F RATED. A SUPPORT HORIZONTAL DUCTS WITHIN 24 INCHES OF EACH ELBOW AND WITHIN 48 INCHES OF EACH THE EQUIPMENT SCHEDULES.ANY SUBMITTAL FOR CONSIDERATION AS AN EQUAL TO THAT SCHEDULED BRANCH INTERSECTION. MUST CONTAIN ALL INFORMATION REQUIRED TO EVALUATE THIS CAM.MANUFACTURERS NOT USIEO AS D. COMBINATION FIRE/SMOKE DAMPERS:LABELED ACCORDING TO UL 5555.COMBINATION FIRE AND B. SUPPORT VERTICAL DUCTS AT MAXIMUM INTERVALS OF 16 FEET AND AT EACH FLOOR. EQUAL MUST SUBMIT IN WRITING FOR REVIEW FIVE DAYS PRIOR TO BID CLOSING. CONTRACTOR IS SMOKE DAMPERS SHALL BE LABELED ACCORDING TO UL 555 FOR 1-1/2-HOUR RATING. C. SUPPORT ALL.DUCTWORK,PIPING,AND EQUIPMENT AS REQUIRED BY THE LOCAL CODES, RESPONSIBLE TO ASSURE ANY SUBSTITUTED ITEM MEETS ALL PHYSICAL AND PERFORMANCE 1. FRAME AND BLADES:0.064-INCH THICK,GALVANIZED SHEET STEEL MANUFACTURERS RECOMMENDATIONS,AND SPNDARD INDUSTRY PRACTICE. REQUIREMENTS AS INTENDED IN THE DESIGN DOCUMENTS. 2. MOUNTING SLEEVE FACTORY-INSTALLED,0.052-INCH THICK,GALVANIZED SHEET STEEL;LENGTH TO D. USE MATERIALS COMPATIBLE WITH ITEMS BEING SUPPORTED TO AVOID ELECTROLYTIC ACTION,AND D. APPROVAL OF SUBMITTALS BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM SUIT WALL OR FLOOR APPLICATION. CONFORM TO SMACNA ANSI/ASME B31,NFPA MSS SP-58,69,89. RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS,NOR SHALL.IT RELIEVE HIM FROM 3. FUSIBLE UNK:REPLACEABLE,165 DEGREE F RATED. RESPONSIBILITY FOR ERRORS IN SHOP DRAWINGS OR OTHER SUBMITTAL LITERATURE. 3.5 ACCESS DOORS AND PANELS E. CONTRACTOR HAS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTITUTIONS WAFT All.OTHER 4. DAMPER MOTORS:MODULATING AND TWO-POSITION ACTION.EQUIP WITH AN INTEGRAL A DUCT ACCESS DOORS:INSTALL DUCT ACCESS DOORS TO ALLOW FOR INSPECTING,ADJUSTING,AND DISCIPLINES.EQUIPMENT OF GREATER POWER,DIMENSIONS,CAPACITIES,AND RATINGS MAY BE SPIRAL-SPRING MECHANISM WHERE INDICATED.ENCLOSE ENTIRE SPRING MECHANISM IN A MAINTAINING ACCESSORIES AND TERMINAL UNITS AS FOLLOWS: TxecorvTervT oeTxcs nanw�rvcrsrxe FURNISHED PROVIDED SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING REMOVABLE HOUSING DESIGNED FOR SERVICE OR ADJUSTMENTS. 1. eaoeeaTV oe mnxwece. MECHANICAL AND ELECTRICAL SERVICES,CIRCUIT BREAKERS,CONDUIT,MOTORS,BASES,AND EQUIPMENT 5. ELECTRICAL CONNECTION:115 V,SINGLE PHASE,60 HZ. 1. ADJACENT TO FIRE OR SMOKE DAMPERS,PROVIDING ACCESS TO RESET OR REINSTALL FUSIBLE eaorE_cT UNDEaeenesnc Coev-T SPACES ARE INCREASED.NO ADDITIONAL COSTS WILL BE ACCEPTED FOR THESE INCREASES,IF LARGER 6. SMOKE DETECTOR:INTEGRAL FACTORY'WIRED FOR SINGLE-POINT CONNECTION,COORDINATE WITH LINKS. B. ARCHITECTURAL ACCESS DOORS OR PANELS:COORDINATE REQUIREMENTS FOR ACCESS PANELS AND Reeaoou ESEOETxESE ONOR EQUIPMENT IS PROVIDED.If MINIMUM ENERGY RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE ELECTRICAL CONTIRACiOR AND FIRE ALARM CONTRACTOR. DOORS WHERE MECHANICAL ITEMS REQUIRING ACCESS ARE CONCEALED BEHIND FINISHED SURFACES. xa,swuvusmwx ORIN�rna S SPECIFIED,THE EQUIPMENT MUST MEET THE DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. E. FLEXIBLE CONNECTORS:FAME-RETARDANT OR NONCOMBUSTIBLE FABRICS,COATINGS,AND ADHESIVES DOOR CONTACTOR SHAH PROVIDE ACCESS PANELS OR DOORS NC SUFFICIENT SIZE TO ALLOW ACCESS eaoxlanT:o w;Txour ea;oa warrre� DESIGN OF ELECTRICAL REQUIREMENTS IS BASED ON MECHANICAL EQUIPMENT SPECIFIED. MECHANICAL COMPLYING WITH UL 181,COS$1.PROVIDE HEAVY METAL EDGE BANDS,SEALED TO PREVENT TO HIS WORK THAT REQUIRES ACCESS FOR MAINTENANCE OR INSPECTION. corvsEnT_AuxweccsTaucru_ CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR IF EQUIPMENT PURCHASED IS LEAKAGE. oEsa: S-10,ecEc. DIFFERENT FROM THAT SPECIFIED STILL MEETS DESIGN INTENT,INCLUDING BUT NOT LIOST 1. INDOOR SYSTEM,FLEXIBLE FAR CUSS FABRIC DOUBLE CORED WITH NEOPRENE. �� OVEROURRENT PROlEC110N,LOCAL.DISCONNECTION MEANS,WIRE SIZING,AND DESIGN COSTS. FLEXIBLE2. OUTDOOR SYSTEM,FLEXIBLE CONNECTOR FABRIC: C:GLASS FABRIC DOUBLE COATED WITH WEATHERPROOF,SYNTI4ETIC RUBBER RESISTANT TO UV RATS AND OZONE F. FLEXIBLE DUCTS:UL 181,CLASS 1,UL 181,CLASS 1,BLACK POLYMER FILM SUPPORTED BY HEUCALLY WOUND,SPRING-STEEL WIRE;1-1/2"FIBROUS-GLASS INSULATION;POLYETHYLENE VAPOR BARRIER FILM.FLEX DUCT SHALL BE EQUAL TO CETAINTEED"CERTAFLEX"G25. DC ENGINEERING J01- Careful listening.Dynamic solutions. www.dcongineering.net �MQIIIIIO 208.288.2181 Project:18EAST01 Plan must be on lob Site 0r all inspection 5 ns ections ISSUE DATE PERMIT SET: FEBRUARY 15,2019 8" DUCT TO BE Global Plasma Solutions PROVIDED FOR Global Plasma Solutions O IO Mall Terrace,Building C 10 Mall Terrace,Building C 2 Savannah,GA 31406 FRESH AIR Savannah,GA 31406 d Phone:(912)356-0115 Fax:(912)356-0114 ] I& Phone:(912)356-0115 Fax:(912)356-0114 G Email:info@globalplasmasolutions.com Web:wWw.globalplasmasolutions.com Email:info@globalplasmasolutions.com Web:www.globalplasmasolutions.com a VERSION 1.5 running ASHRAE 62.1-2013 V ro VERSION 1.5 running ASHRAE 62.1-2013 Zone Table 6.1 Table 6.2 Outdoor Air to Zone Table 6.1 Table 6.2 Outdoor Air to U 1 J Max OA per Table 6.1 Pr•Rp Az'Re Ventilation Zone(CFM)with Max OA per Table 6.1 Pz Rp Az'Re Ventilation Zone(CFM)with ! Q Zone Floor Am.(square fl) Occupancy Occupant dnVft2 Effectiveness Ez correction Zone Floor Area(square R) Occupancy Occupant dnVft2 Effectiveness zc Echon Zone TagFacilityT Zone Use Az P. Rp R. Pz'R Az'Ra Ez zl Zane Ta F-Ift Typo Zone Use Az P. R Re Pz' A. R. Ez Vb E LL Office General f1(Bce Space 2,013.0 1 8.0 5.0 0.06 40 121 0.8 201 Storage General Storage Rooms 4,260.0 0.0 0.0 0.12 0 511 0.8 639 OA uired rVRP OA required rVRP Zone He'ht feet 8 Zone Height feet 8 Desired Outside Air(VolIAQP 100 -'xx"• Air Chan Per Hour 5.2 VRP OA CFM r rson 25.1 Desired Outside Air(VolIAQP 75 Air Chan es Per Hour 2.5 VRP OA CFM per person i Z Supply Air(Vs) 1,400 r sr� ... Outside Air Per VRP 201 CFM IAQ OA CFM per person 12.5 Supply Air(Vs) 1,400 ^-r .p Outside Air Per VRP 639 CFM IAQ OA CFM per person I Return Air(Vr) 1300 j Outside Air Per IAO 100 CFM Return Air(Vr) 1325 j _ Outside Air Per IAQ 75 CFM r n 1- Redrc.Fkxv Factor R 0.93 " -•-1_ ITj Outside Air Savings101 CFM Winter Heating Savings Recirc.Flow Factor R 0.95 r-'-1_ Outside Air Savings 564 CFM Winter Heating Savings v Ventilation ERecliveness Ez 0.8 - - x F OA Summer Drybult, 93.0 OA Winter Design DB(F) -22 Ventilation Effectiveness(Ez) 0.8 -- x x OA Summer D olio 93.0 OA Winter Design DB(F) -22 Level of Physics ActivRy Standing(desk work) OA Summer Wetbulb 77.0 Supply Air DB Setpoinl(F) 85 Level of Physical Acliviry Standing(desk work) OA Summer Wetbulb 77.0 Supply Air DB SetpoiM IF) 85 Fifer Location B ,,, _ Coil LeavingAir D olio F 55.0 MBH Saved Winter 11.7 Filter Location B _N �. Coil Leavin Air D ulb F 55.0 MBH Saved Winter 65.5 HVAC Flow Type Constant a Coil Leaving Air Wetbulb( 55.0 KW Saved Winter 3A HVAC Flow Type Constant a Coil Leaving Air Wetbulb IF 55.0 KW Saved Winter 19.2 W Outdoor Air Flow Type Constant OA MBH Saved Summer' T8 IOutdoor Air Flow Type Constant OA MBH Saved Summer' 43.8 OA Tons Saved Summer* `1 'OA=Outside Air OA Tons Saved Summer' 3.6 'OA=Outside Air Q Steady State Steady State Is Steady Stale Level Contaminant "'OSHA,NIOSH&WHO most conservative values us Steady State Steady State Is Steady State Level Contaminant "'OSHA,NIOSH&W HO most conservative values us Indoor Contaminants Using the VRP' Using Me IAQ Method Acceptable at Reduced Generation Filtration Cognizant :/1-cdc. Miosh/n a.himl Indoor Contaminants Using the VRP` Using the IAO Method Acceptable M Reduced Generation Filtration cognizant hflD://www.cdc.cov/nx hmxVr asvna.htmI Q Generated By People Maximum Threshold Value (Prescribed OA) (Reduced OA) OA Levels? Rate Effectiveness Authority"' n s ** Generated By People Maximum Threshold Value (Prescribed OA) (Reduced OA) OA Levels? Rate Effectiveness Authority"' Z Z &From Outdoors (PPM) Plasma Off Plasma On (PPM) Carbon dioxide &From Outdoors (PPM) Plasma Off Plasma On (PPM) Carbon dioxide** Q Acetakleh a 100.0 0.01111 0.00075 Yes 0.00048 M% OSHA bppp- Acetaldeh a 100.0 0.01109 0.00056 Yes 0.00048 50% OSHA 6000 J Acetone 250.0 0.00159 0.00017 Yes 040654 50% NIOSH 5000 Acetone 250.0 0.00126 0.00006 Yes 0.00654 50% NIOSH 5000 T L Ammonia 25.00 0.01240 0.00298 Yes 0.21460 50% NIOSH 5000 Ammonia 25.00 0.00173 0.00009 Yes 0.21460 50% NIOSH 5000 J 1- Benzene 1.0000 0.00252 0.00017 Yes 0.00022 50% OSHA Benzene 1.0000 0.00250 0.00013 Yes 0.00022 50% OSHA 2-Bmawne MEK 200.0 0.00017 0.00002 Yes 0.00133 50% NIOSH 4ppp 2-Butmone MEK 200.0 0.00010 0.00001 Vas 0.00133 50% NIOSH 4000 Carbon dioxide" 5000 878 1362 Yes 441 0% NIOSH Carbon dioxide" 5000 Yes 441 0% NIOSH < Chloroform 2.0000 0.00011 0.00001 Yes 0.00004 50% NIOSH 3000 Chloroform 2.0000 0.00010 0.00001 Yes 0.00004 50% NIOSH 3000 - r n Dioxam, 100.0 0.00000 0.00000 Yes 0.00000 50% OSHA Dioxane 100.0 0.00000 0.00000 Yes 0.00000 50% OSHA v f O H en Sufxle 10.0 0.00000 0.00000 Yes 0.00000 50% NIOSH 2" Hydrogen Sulfide 10.0 0.00000 0.00000 Yes 0.00000 50% NIOSH 2O00 1362 re Orbon Carbon Methane NA 1.68094 1.68094 Yes 0.00000 0% NA Methane NA 1.68094 Yes 0.00000 0% NA y 8m dioxide'• dioxide" Methanol 200.0 0.00000 0.00000 Yes 0.00000 0% NIOSH 10ao� Methanol 200.0 0.00000 Yes 0.00000 0% NIOSH 1000 Meth ene Chloride 25.0 0.00075 0.00006 Yes 0.00121 50% OSHA Methylene Chloride 25.0 0.00069 0.00004 Yes 0.00121 50% OSHA 0 0 W Pm ene 1000.0 0.00998 0.00998 Yes 0.00000 0% NIOSH 0 Pm pane 1000.0 0.00998 Yes 0.00000 0% NIOSH 0 Tetmchlomethane 5.0000 0.00000 0.00000 Yes O.00WO 50% OSHA 1 2 3 Tetrachloroethane 5.0000 0.00000 0.00000 Yes 0.00000 50% OSHA 1 2 3 Tetrachloroeth en 100.0DIM 0.00037 0.00002 Yes 0.00001 50% OSHA Tetrachlometh en 100.0000 0.00037 0.00002 Yes 0.00001 50% OSHA Toluene 100.0000 0.00533 0.00036 Ves 0.00032 50% NIOSH 1=ASHRAE&NIOSH CO2 Limit Toluene 100.0000 0.00531 0.00027 Ves 0.00032 50% NIOSH 1=ASHRAE&NIOSH CO2 Limit 1 1,1-Trichlorcethane 350.0000 0.00076 0.000as Ye 0.00058 50% NIOSH 2=CO2 Level at Ventilation Rate OA Flow Rate 1 1 7-Tdchloroethane 350.0000 0.00073 0.00004 Yes 0.0.. 50% NIOSH 2=CO2 Level at Ventilation Rate OA Flow Rate X ene 100.0000 0.00230 0.00015 Yes 0W00000 50% OSHA 3=CO2 Levels' IAQ Procedure OA Fknv Rate X ene 100.0000 0,00230 0,00012 Yes 0.00000 50% OSHA 3=CO2 Level at IAQ Procedure OA Flow Rate BUILDING "Carbon dioxide has been provided for reference only for gathering demand wntrol "Carbon dioxide has been provided for reference only for gathering demand control Buiklin materials and fum5hin s assumed to have no VOCs and off-gassing is complete IS IAO acceDtaDle at reduc Yef ventilation(DCV)setpoints.The National Research Council was commissioned by Buiklin materials and fumishin s assumed to have no VOCS and off-gassing Is complete IS IAQ acceptable al reduce yes ventilation(DCV)setpolnts.The National Research Council was commissioned by All Ilow shadetl boxes re u n ut or review outside air lavels7 the US Navy to prove CO2 is rot a contaminant of wncem when using air purification All Ilow shaded boxes re u nut or review outside air levels? the US Navy to Drove CO2 is not a contaminant d concern when using air purificalior to control the other contaminants of wncem,as found an submarines. to control the other contaminants of concern,as found on submarines. GLOBAL PLASMA SOLUTIONS INDOOR AIR QUALITY SOFTWAREO GLOBAL PLASMA SOLUTIONS INDOOR AIR QUALITY SOFTWARE® COPYRIGHT 2008 GLOBAL PLASMA SOLUTIONS,LLC -ALL RIGHTS RESERVED COPYRIGHT 2008 GLOBAL PLASMA SOLUTIONS,LUG -ALL RIGHTS RESERVED SStGNAI' UNAUTHORIZED USE OR COPYING STRICTLY PROHIBITED UNAUTHORIZED USE OR COPYING STRICTLY PROHIBITED at4' \GENg Date 2/132018 Date 2113/2019 Q?_ Job Name IMC 2006 8 later allows for ASHRAE 62 IAQP through the engineered exception found in Section 403.2 Job Name IMC 2006&later allows for ASHRAE 62 IAQP through the engineered exception found in Section 403.2 Re resentalive Exhaust flow rates may differ from Table 6.5 based on ASHRAE 621AQP via Section 6.5.2 Re resenlalive Exhaust Row rates may differ from Table 6.5 based on ASHRAE 621AOP via Section 6.5.2 En ineer I Engineer p��j, Contractor Conbactor '9'rF OF gyp' 'yV,�FIENa 3-7-2019 V J BALANCE REPORT TO BE z O PROVIDED AT FINAL F- U J Q ::D U = J Q U Q W O THE CONTENT OETH6 DRAWING IS'ITIL EXCLUSNE PROPERTY OF MO-D A STAUCnIAF.E.DESIUN STUDIO AND PROTECTED UNDER FEDERAL COPYRI<;H'I LOWS.ANY UNAUTHORIZED EPRODUCHON OA USE OFTHESE WI 11T IN WHOLE OR IN PART IS OHTi.I. try WITHOIJTPRIOR CONSENT BYWRITI't:A MAXWELL STRUCTURAI. -� ESIUN STr1D[O,PLLC. M DC ENGINEERING am Careful listening.Dynamic solutions. www.dcengineering.net 10 208.288.2181 Project:1 8EAST01 Plan must be on lob Site 0 r all inspections ISSUE DATE PERMIT SET: f FEBRUARY 15,2019 COMcheck Software Version 4.1.1.0 Brian J Renstrom-PE g / 2-15-2019 COMcheck Software Version 4.1.1.0 section # Footing/Foundation Inspection Complles7 Comments/Assumptions IftName-Title sign[re Date &R .ID CA/J'* Mechanical Compliance Certificate Inspection Checklist C403.2.4. Snow/icemelti ng system sensors for OComplies Exception:Requirement does not apply. 5, future connection to controls.Freeze El Does Not Energy Code:20151ECC C403.2.4. protection systems have automatic ONot Observable: 6 controls Insti lletl. ONot Applicable Requirements:100.0%were addressed directly in the COMcheck software [F09P Project Information Text in the"Comments/Assumptions"column is provided by the user in the COMcheck Requirements screen.For each Energy Code: 2015 IECC requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception Additional Comments/Assumptions: Pmjeci Title: Eastland Storage Phase 1 is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Location: Twin Fells,Idaho Section Climate Zone: 5b # Plan Review Complles7 Cconnum s/Assumpthm. PmjM Type: New Construction &R .ID C103.2 Plans,specifications,and/or OComplies Requirement will be met. [PR211 calculations provide all information ODoes Not Cometmolion Site: Owmerl end: Des:narlCommolor: with which compliance can be Location on plans/spec:M01 A9 9 ONot Observable Twin Eastland Drive Tyler Davis-offers Brian gurym n determinedystean for the mechanical Y 1 ❑Not Applicable Twin Falls.ID Eastlantl Storage Solutions DC Engineering systems and equipment and 2084714940 440 E Corporate Dr document where exceptions to[he O tyler@summitcreekcapltal.com Meridian,ID andard are claimed.Load calculations per acceptable T Additional Efficiency Package(s) engineering standards and 1. handbooks. Reducedlnlenor lighting Power.Requirement,are implicitly enforced!w4hin interior lighting allowance calculations. C405.6 Group R- dwelling units have OComplies exception:Requirement does not apply.2 Q Requirement,Mechanical Systems List [PR161r separate electrical meters. ODoes Not ��III Quantity System Type&Description ONot Observable 1 HVAC System 1(Single Zone): ONot Applicable I r\ C406 Plans,specifications,and/or Oboes Not ;Requirement will be met. ^ V Heating:1 each-Cenbal FUmece,Gas,Capacity=124 k80.0 [PR912 with which ompllia all Information ODo¢s Not Pmg:1 e Effids-cy Capacity Btuh,Air cote%Et or]B%o Ec with which compliance can be Location on planslspec:MOl v` J Coding:1each-orc System,SEER, qui kBtWh,ency:fled Contenso,No Economizer,Emnom¢er exception:Noire determined for the options. energy ONot observable Q Proposed!Efficiency=13.00 SEER,Requiretl Efficiency:13.00 SEER efficiency package mpllons. ONot Applicable�; Fan System:FAN SYSTEM 11 offica and!Residence—Compliance(Molar nameplate HP method):Passes Additional Comments/Assumptions: LL Fans: Ld 7 FAN 1 Supply,Constant Volume,1435 CFM,1.0 motor nameplate hp,0.0 an endency gratle 1 HVAC System 2(Single Zone): Z Heating:1 each-Dud Fumace,Gas.Capacity=88 kB6dh P ixeetl Efficiency=93.00%Ec,Required Efficiency:80.00%Ec Cooling:1 each-Split System,Capacity=39 datum.Air-Coded Contemner,No Economizer,Economizer exception:None r n Proposed Efficiency=13.00 SEER,Required Effaency:13.00 SEER v Fan System:FAN SYSTEM 2 l storage—Compliance(Ml nameplate HP method):Passes Fana: FAN 5 Supply,Constant Volume,132E CFM,0.5 motor nameplate hp,0.0 fan efficiency gratle 1 HVAC Syamm 3(Single Zone): W Heating:1 each-Duct Fumaca,Cass,Capacity=88 kBNlh Q Proposed Efficiency=93.00%Ec,Requied Efficiency:80.00%Ec Cooling:1 each-Split System,Capacity=39 kBtulh,Air-Cooled Container,No Economizer,Economizer exception:None Q Proposed Efficiency=13.00 SEER,Required Efficiency:13o)SEER Fen System:FAN SYSTEM 2 l stomp—Compliance(Mdo nameplate HP method):Passes Fa reFA < Q Mechanical Compliance Statement n Compliance Statement:The proposed mechanical design represented in this document is consistent with the building plans, L vJ) specifications,and other Calculations submitted with this permit application.The proposed mechanical systems have been r^ designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory w requirements listed in the Inspection Checklist U f1 1 High Impact Merl) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) ,�0-{. Project Title: Eastland Storage Phase 1 Report date:02/15/19 Project Ttle: Eastland Storage Phase 1 Report date:02115/19 Project TRIe: Eastland Storage Phase 1 Report date:02/15/19 PmjeR Title: Eastland Storage Phase 1 Report date:02/15/19 �I Data filename:1\dce\pmjeCts\2018\18EASm1-Eastland Storage Solutions\Calcs\Eastland Storage.cck Page 1 of 11 Data filename:\Wce\pmJects\2018\1BEASm1-Eastland Storage SolutionsWalcsWastland Storage.cck Page 2 of 11 Data filename:\\dce\pmjects\2018\18EAST01-Eastland Storage Solutions\Calcs\Eastland Stomge.cck Page 3 of 11 Data filename:\\dce\prcjects\2018\18EAST01-Eastland Storage Solutions\Gales\Eastland Storaill Page 4 of 11 T_T N Section Section Section Section # Plumbing Rough-In Inspection Complles7 Comments/Assumptions # Plumbing Rough-In Inspection Compllaa7 Comments/AssumpNons # Mechanical Rough-In Inspection CPmpMe7 Cemmants/Assumptlans # Mechanical Rough-In Inspection Complles7 Comments/Assumptions fir R .ID d Re.ID &it .ID 5 Re.ID C404.5, Heated water supply piping conforms OComplies Exception:Requirement does not apply. C404.7 Water distribution system that pumps OComplies Exception:Requirement does not apply. C402.2.6 Thermally ineffective panel surfaces of OComplies ;Exception:Requirement does not apply. C403.4.4. Multiple zone VAV systems with DDC OComplies Exception:Requirement does not apply. C404.5.1, to pipe length and volume Etc-Not [PLBP water from a heated-water supply ODoes Not [ME4113 sensible heating panels have ODoes Not 6 of individual zone boxes have static OD as Not \CNAL C404.5.2 requirements.Refer[o Section details. pipe back to the heated-water source Insulation>=R-3.5. IME110]3 pressure setpolnt reset Controls. :See Me Mechancal5ysmms Ilstlorvalues. IPL613 ONot observable through cold-watersu I ONot observable ONot observable: ;ONotObservable; GENg / ONo[A Applicable 9 supply Pipe isa []NOtA licable []NotA licable 'ONot Applicable PP demand recirculation water system. pP pp C404.5, Heated water supply I I Conforms ;OCom lies Exception: Pumps within this system have C403.2.13 Unenclosed spaces that are heated OComplies ;Exception:Requirement does not apply. C403.4.4. Multiple zone VAV systems with DDC OComplies ;Exception:Requirement does not apply. C PP y P P:g P peon:Requirement does not apply. controls that start the pump upon IME71I2 use only radiant heat. []Does Not 6 of individual zone boxes have static ❑Does Not C404:5.1, to ill pa length and volume []po¢s No[ receiving a signal from the action of a [ME110]3 pressure setpolnt reset controls. See the Mechanlcal5ys[ems Ils[br values. C404.5.2 requirements.Refer to section details. user of a fixture or appliance and []Not Observable; ❑No[Observable C1 ONot Not .� IPL613 limits the temperature of the water ONot Applicable ❑Not Applicable ONot Applicableentering the cold-water piping to m'991f \�! 104°F. C403.2.3 HVAC equipment efficiency verified. []Complies ;see the Mecnanical5ys[ems list for values. C403.4.4. Multiple zone VAV systems with CDC OComplies Exception:Requirement does not apply. / OF C404.51 Heated water supply piping Conforms OComplies Exception:Requirement does not apply. [ME5512 ODoes Not 6 of individual zone boxes have static ❑Does Not �r(REt18 C404.5.1, to pipe length and volume ODoes Not Additional Comments/Assumptions: j ONot Observable [ME110]3 pressure setpolnt reset controls. ;ONot Observable See the Mechanlcal5ys[ems Ilstlorvalues. C404.5.2 requirements.Refer to section details.ONot Observable ONot Applicable ;ONot Applicable 3-7-2019 IPL613 ONot Applicable C403.2.6. Demand control ventilation provided OComplies ;Exception:Requirement does not apply. C408.2.2. Air outlets and zone terminal devices ;OComplies Requirement will be met. 1 for spaces,500 ft2 and'25 []Does Not 1 have means for air balancing. ';ODoes Not C404.6.3 Pumps that circulate water between a OComplies Exception:Requirement does not apply. [ME59]1 people/1000 ft2 occupant density and []Not Observable; IMES313 ;ONot Observable Location on plans/spec:M2.1,M2.2,M2.3 (PL7]3 heater and storage tank have commis❑Does Not served by systems with air sltle []Not Applicable ;ONot Applicable that limit operation from startup to conomizer,auto modulating outside pP ice a pp ice e —5 minutes after end of heating ❑Not Observable air damper control,or design airflow C403.5, Refrigerated display cases,walk-in ;OComplies Exception:Requirement does not apply. A' cycle. []Not Applicable >3.000 cfm. C403.5:1, Coolers or walk-in freezers served by Oboes Not ! Y C404.1i Pumpsthat circulate water between a OComplies Exception:Requirement does not apply. C403.2.6. Enclosed parking garage ventilation OComplies ;Exception:Requirement does not apply. C403.5.2 mote compressors antl remote p ptio quiremen pp y. re ;ONot Observable; O [PL7]3 heater and storage tank have controls ODoes Not 2 has automatic contaminant detection Oboes Not IME12311 condensers not located in a ';ONot Applicable that limit operation from startup[o [ME31513 and capacity to stage or modulate Not Observable condensing unit,have fan-powered PP ice e ONot Observable fans to 50%or less of des: O condensers that Comply with Sections 5 minutes after end of heating design capacity.ONot Applicable ;C403.5.1 and refrigeration com n cycle. ONot Applicable _ pressor; s..` C404.6.3 Pum that circulate water between a OCom Iles Exception:Re C403.2.7 Exhaust air energy recovery on []Complies ;Requirement will be met. systems that comply with C403.5.2.. p5 p pt Requirement does not apply. [ME57]2 systems meeting Table C403.2.7o) ODoes Not IPL7p heater and storage tank have controls Oboes Not Additional Comments/Assumptions: W that limit operation from startup to ONot Observable and C403.2.7(2). ONot Observable cycle.minutes after end of heating ONot Applicable ONot Applicable yc e. C404.7 Water distribution system that pumps OComplles Exception:Requirement does not apply. [ME11C403. ]3 etcher exhaust systems comply with ODoes liesNot ;Exception:Requirement does not apply. f n IPLSI3 water from a heated-water supply ODoes Not [ME31613 placement air and conditioned Oboes Not vUJ pipe""to the heated-water source airI lotions,antl satin hmotl ON.Observable through a Coldwater supply pipe isa ❑Not Observable ratting requirements and maximum ONot Applicable d mand recirculation water system. El Not Applicable exhaust rate cntena. PP U Pumps within this system have C403.2.9 HVAC ducts and plenums insulated. OComplies Requirement will be met. w controls that start the pump upon [ME6012 Where ducts or plenums are installed ODoes Not raceiv'g a signal from the action of a in or under a slab,verification may Location on pians/spec:Moo 7 user of a fixture or appliance antl need to occur during Foundation ONot Observable L limits the temperature of the water Inspection. ONot Applicabl¢ entering the mid-water piping to C403.2.9 Ducts and plenums sealed based on OComplies Requirement will be met. J 104°F. _ [ME3012 static pressure and location. ODoes Not C404.7 Water distribution system that pumps OComplies Exception:Requirement does not apply. ONot Observable Location on pl"W'Pec:Moo IPLSP water from a heated-water supply []Does Not ONot Applicable pipe back to the heatedwater source ONot Observable C through a cold-water supply pipe isa C403.2.9. Ductwork operating>3 In.water OComplies Exception:Requirement does not apply. G demand recirculation water system. El of Applicable 1.3 column requires air leakage testing. Oboes Not Pumps within this system have [MEll]3 Controls that start the pump upon ONot Observable O rece iving a signal from the action of a ONot Applicable user of a fixture or appliance and C403.2.9. Ductwork operating>3 In.water OComplies Exception:Requirement does not apply. limits the temperature of the water 2.3 column requires air leakage testing. ODoes Not entering the cold-water piping to [ME11]3 104-F ONot Observable ONot Applicable C403.2.9. Ductwork operating>3 in.water OComplies Exception:Requirement does not apply. 1.3 column requires air leakage testing. []Does Not THECOVTEMr OFTHISDRA\VINGISTHE [ME3313 []Not Observable EXCLUSNE PROPERTY OF MAXWGLL STRUCHIRAL DESIGN STUDIO ANDARE []Not Applicable PROTECTED UNDER FEDERAL COPYRIGHT IA\V5.ANY UNAUTHORIZED REFaOMMON OR USE OFTHESE WIN-GS EN WHOLE ORINPART IS PROHIBITED WITHOUT PRIOR WRYITEN 1 lHigh Impact(Ter 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Ter 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 Mlgh Impact(Ter 1) 2 Metlium- _- -- - - - _- - EST— ST mO,PLLC. STRUCNMr. S1CN sTUDID.FLLC. Project Title: Eastland Storage Phase 1 Report date:02/15/19 Project Title: Eastland Storage Phase 1 Report date:02/15/19 Project Title: Eastland Storage Phase 1 Report date:02/15/19 Pro eft Title: Eastland Storage Phase 1 j 9 P 1 9 Po9 P j 9 Data filename:\\tice\projects\2018\18EAST01-Eastland Storage Solutions\Calcs\Eastland Storage.cck Page 5 of 11 Data filename:\kdcMpmjects\2018\18EAST01-Eastland Storage Solutions\Calcs\Eastlantl Storage.cck Page 6 of 11 Data filename:1\dce\projects\2018\18EAST01-Eastland Storage Solutions\Cates\Eastland Storagecck Page 7 of 11 Data filename:\\tice\projects\2018\18EAST01-Eastland Storage 4— DC ENGINEERING 1O ■ Careful listening.Dynamic solutions. www.dcengineering.net 208.288.2181 Project:1 8EAST01 Plan must be on lob Site or all inspections ISSUE DATE PERMIT SET: FEBRUARV 15,2019 Section Section # Final Inspection Complles7 Comments/Assumptions # Final Inspection Compllas7 Comments/Assumptions 6 R .1D i R .ID C303.31 Furnished OSM manuals for HVAC []Complies Requirement will be met. C408.2.1 Commissioning plan developed by ElComplies Requirement will be met. C408.2.5. systems within 90 days of system []Does Not (F12812 registered design professional or ODoes Not 3 acceptance. ❑Not Observable approved agency. ONo[Observable Location on plans/spec:MO [FIBP El Applicable ONot Applicable C403.2.2 HVAC s stems and¢ ent []Com Ile l;Re uirement will be met. C408.2.3. HVAC equipment has been tested to OComplies Requirement will be met. IFI27P capacity does not exceeptl calculated ❑Does Not q 1 ensure proper operation. ODoes Not loads. [F131P []Net Observable.Location on plans/spec:MO [-]Not Observable []Net Applicable ❑Not Applicable C4DB.2.3. HVAC control systems have been OComplies Requirement will be met. C403.2.4. Heating and cooling to each zone Is OComplles Requirement will be met. 2 tested to ensure proper operation. ODoes Not 1 controlletl by a thermostat control. []Does Not [FI1011 calibration and adjustment of controls. Location on plans/spec:MO [F1471s Minimum one humidity control device''ONot Observable Location on plans/spec:M2.1,M2.2,M2.3 []Net Observable, per Installed []Net Applicable humidification/dehumidification ;ONot Applicable system. [F129P.4 Preliminary commissioning report []Complies ;Requirement will be met. C403.2.4. Heatin IFI29]3 completed and nal ortl pr registered []pees Not g and cooling to each zone IS []Compiles Requirement will be met. agency, professional or approved Location on plans/apoc:MO 1 controlletl by a thermostat control. ODoes No[ agency. []Net Observable; O [FI47P Minimum one humidity control device Location on plans/apec:M2.1,M2,2.M2.3 []Net Applicable ',ONot Observable per installed C4O8.2.5. submitted HVAC as-built drawings []Complies ;Requirement will be met. hu mid ification/dehumltliflcatlan �',[]Not Applicable 1 submittetl within 90 days of system []pees Not system [F17P acceptance. []Net Observable ///III C403.2.4. Heating and cooling to each zone Is []Complies Requirement will be met. Q 1 controlled by a thermostat control. ❑Does No[ 11Net Applicable 1111711 Minimum one humidity control device Location on plans/spec:M2.1,M2.2,M2.3 C408.2.5. An air and/or hydronic system 11 mplies Requirement will be met. n ❑Nat Observable; w per installed 3 systems.report is provided for HVAC []Dp¢s Not humidification/dehumidification ❑Not Applicable [FI43]3 systems. Location on plans/spec:MO system. ' []Not Observable C403.2.4. Thermostatic controls have a 5°F ;[]Complies Requirement will be met. []Not Applicable '/'t J 1.2 deadband. []Does Not C408.2.5. Final commissioning report due to OComplles Requirement will be met. V 11 J IFI38P Location on plans/spec:M30 4 building owner within 90 days of 013—NOF '^ [-]Not Observable;❑Not Applicable: [F130]1 receipt of certificate offcate of occupancy. Locatlon on plans/spec:MO U ft LL C403.2.4. Temperature controls have setpoint OComplies Requirement will be met. []Not Applicable 1.3 overlap restrictions. ❑Does Not Additional Comments/Assumptions: Z IF120P ❑Not Observable Location on plans/spec:M30 _ t...si ❑Not Applicable [�/ } C403.2.4. Each zone equipped with setback []Complies Requirement will be met. 2 controls using automatic time clock or[]Does Not �r IF139]3 programmable control system. []Not Observable;Location on plans/spec:M30 r n ❑No[Applicable v C403.2.4. Automatic Controls:Setback to 55-F []Complies Requirement will be met. 21, (heat)and 85-F(cool):7-day clock.2- ❑Does Not NO3.2.4. hour occupant override,10-hour Location on plans/apec:M30 —^ 2.2 backup ❑No[Observable W [F140]3 ❑Not Applicable r't/ LL 24303.2.4. Systems s.include optimum start OComplies Requirement will be met. Q Does Not Q IF141P con Location on plane/spec:M30 ❑Nat observable ❑No[Applicable z C403.2.4. Systems ❑ include optimum Start []Complies Exception:Requirement does not apply. Q 23 controls. Does Not 1 IFI41]3 ❑Not Observable --J ❑Not Applicable _J j- C403.2.4. Systems include optimum start OComplies Exception:Requirement does not apply. 2.3 controls. []Does Not L W (1141P ❑Not Observable �^ El Not Applicable Tn W 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) v�l �0 Project Title: Eastland Storage Phase 1 Report date:02/15/19 Project Title: Eastland Storage Phase 1 Report date:02/15/19 V Data filename:\\dce\pm*ts\2018\18EAST01-Eastland Storage Solutions\Caics\Eastland Storage.cck Page 9 of 11 Data filename:\Wce\pmects\2018UBEWF01-Eastland Storage Solutions\CalcAEastland Storage.cck Page 10 of 11 T_T N Of O 9 .1 RENSS 3-7-2019 - W 0 I..L LW/ �f>—n I.J_ V w 0:� U LU z w Q J n 75 O U THE CONTENT OFTHLS DRAWING-1IL EXCLUSNE PROPERTY OF MAXWELL STAUCHIRAL DESIUN STUDIO AND AAF. PROTECTED UNDER FEDERAL COPYRI<;H' LAWS.EPRWOIADNNUGCSH NOWN HOOAH EFW LUES EO PRIOR CON.-BYWUPHA WENRST E.IS II'.l:A —� ESIUN STIID[O,PLLC. DC ENGINEERING 1O Q.3 Careful listening.Dynamic solutions. www.dcengineering.net 208.288.2181 Project:1 8EAST01 Plan must be on lob Site I or all inspections ISSUE DATE PERMIT SET: 1 2 3 4 5 6 7 8 GENERAL NOTES: FEBRUARV 75,2019 B G1 CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT.PLUMBING VENTS, REGULATOR VENTS,FLUES,AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM OF 10'AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. G2 ALL SUPPLY,RETURN AND OUTSIDE AIR DUCT TO BE INSULATED PER 2012 IECC. KEYED NOTES: ■ 1. TRANSFER AIR FROM CORRIDOR TO GF-2.AREA ABOVE DOOR TO HAVE 1/2" 6•f Sk STEEL MESH. O 65 CFM I 4. (TYP) (TYP7)�y 2. ROUTE DUCT TIGHT AGAINST CEILING.SEE DETAIL. I�/I ,Q 6 BUILDINGA 0 I w �I C) _ _qyp _ 2 C — ■W 10•0 S.4 12•0 SA — — 14•0 SA J = o f V- -, 4•r 10 CFM i i I I I I I I I I I I I I I I J I I I I I I I I ~ I F - - 0 N 1 HVAC BUILDING A FLOOR PLAN SCALE:1/4°=1'-0• NORTH CU CU e 2 1 4.0 9 10 11 12 13 14 2 L �%ONALA� 6•0 OSA 4' 1 AP GF 5 2 2 4.0 9rF OF`Qp 3-7-2019 ----------1--------- CNI ■ Q ( 5 6• 6 (m) ■ V 50 4.0 1 1 I Z 6 BUILDING A ---- W 4.0 ) 6 2 W Z I 14•0 SA 14•0 SA 16"0 SA ■W n/ J STORAGL HALL AY V BUILDING A� Z W O () I W F•■ _ _ a .n 1J ILL - ■ ---- ---J ---- -- L---- ---J ---- -- ---- D -� 0®CF1J 4�r 3) Z ■ I- E ■2 ■V THE CONTENT'OPTH6 DRAWING IS'11IL EXCLUSNE PROPERTY OF MAXWELL I I _J PROTECTED UNDER FEDERAL COPYRIR(EH'I I I LAWS.ANY UNAUTHORIZED EPRODUCHON OR USE OFTHESE WINGS IN WHOLE OR IN PART I.S PROHIBITED WITHOUT PRTOR I.'RI'I'I'I:I CONSENT BY MAXWELL STRUCI'I'IiIL —� ESICN STUDIO,PLLc. n . . . . . DC ENGINEERING am A111% `""s" Careful listening.Dynamic solutions. 2 HVAC BUILDING A FLOOR PLAN a www.dcengineering.net Jo scA�E:1/4"= 1'-0" Plan must be on Job NORTH KEY PLAN 208.288.2181 Project:1 8EAST01 Site I or all inspections ISSUE DATE PERMIT SET: FEBRUARY 15,2019 GENERAL NOTES: G1 CONTRACTOR TO COORDINATE All EQUIPMENT LOCATIONS AND ROOF PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT.PLUMBING VENTS, REGULATOR VENTS,FLUES,AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM OF 10'AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. G2 ALL SUPPLY,RETURN AND OUTSIDE AIR DUCT TO BE INSULATED PER 2012 IECC. KEYED NOTES: 0 1. ROUTE IN SECOND FLOOR JOIST SPACE. ^� O 2. UP TO SECOND FLOOR. I r 3. DOWN TO FURNACE 16 17 16 17 4. IN CEILING FOR FIRST FLOOR. 5. ROUTE UP TO ROOF. 6. MOUNT IN TOE KICK.PROVIDE DUCTWORK FROM FLOOR PENETRATION TO THE J - - F---- ------------------------------1 GRILLE.TOE-DUCTOR OR SIMILAR. (� A 7. TRANSFER AIR FROM CORRIDOR TO GF-2.AREA ABOVE DOOR TO HAVE 1/2" V I LL 4.0 CUe e 8. ROUT DUCT ABOVE CEILING,BELOW JOISTS. Ld 'z 9. PROVIDE A SERVICE ACCESS COVER FOR THE ZONE DAMPER. s 10"0 SA 10. PROVIDE AND INSTALL DRYER BOX.CONSTRUCTION SOLUTIONS DBX 1000. r(� 2 �,J f 4�SQ2�XL� 6'0 SAS 100 CFM 1 CFM 6"0 SA 1 O O m LI I g 0 lF 75 FM 4 u Q 1 7 5 KRCHEN - DINING LNING I I( \` 250 CFM 4 LOBBY 8"0 SA SD-1 10'O 4 10"0 SA 250 CFM ■ ■ 1 W 100 CFM W DN W ------- ---. ------------ w N CLOSET T ZD_4 DESKISHELVES LU■ 150 CFl I 4 5 40 RECEPTION 10 W 4 6 2 C BATXROOM U RG-1 1 - - _ WALK4N CLOSET W■ 4. 75 1 ♦�■ Y12"RA_ d�L, ff 4, ff T ZD-31 2 YONAL LU AII 75 Ll-W -- BD-1 2 6"0 EA -r ac� �CENB � I EI E 4 - - - - ILL - - - - - ■ _____ M ZD_3 4 RESTROOM 6"0 EA N- BEDROOM 02 -- 3 SA B9 >�OF BEDROOM 01 �- 1 OO a RENB ZD-2 T ----- 6"0 3-7-2019 100 CFM g SA— _ T ZD-1 2 LLJ RG-1 o GIF BREAKS ORAGE U CLOSET RE NTI 1 Y D-1O(7YP) 1 EF 1 Z 2 4.0 AP 1 2 6*0 EA Q 100 CFM t F w Q L J - - - - - - - - - J161 10- LU ry U 0 LL O LL J O U 2 HVAC SECOND FLOOR PLAN-RESIDENCE 1 HVAC FIRST FLOOR PLAN-OFFICE SCALE:1/4"= 1'-0" SCALE:1/4"=1'-0" NORTH NORTH THE CONTENT OP THIS DRAWING IS THE EXCLUSIVE PROPERTY OF MAXWELL TRUCF[BUL DESIGN STUDIO AND ARE PROTECTED UNDER OMEDL COPYRIGHT LAWS.ANYUNAUTHORIZED EPRODUC ORUSEOFTHESE WINGS INN WHOLE OR IN PART IS PROHBFEED WITHOUT PRIOR WRITTES' CONSENT BY MAXIM1'ELL STRUCEURAI. �� E9[GN 9Tl [O.PLLC n . . . , . .. . DC ENGINEERING —E2 Careful listening.Dynamic solutions. ■ u www.dcongineering.net JOB KEY PLAN 208.288.2181 Project:18EAST01 Plan 3 must be on lob Site I or all inspections ISSUE DATE cu 3 PERMIT SET: 1 2 3 4 5 6 7 FEBRUARY 15,2019 � GENERAL NOTES: A G1 CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT.PLUMBING VENTS, REGULATOR VENTS,FLUES,AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM OF 10'AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. G2 ALL SUPPLY,RETURN AND OUTSIDE AIR DUCT TO BE INSULATED PER 2012 IECC. •' KEYED NOTES: 5 CFAI CFM euaolxcc 0 1. TRANSFER AIR FROM CORRIDOR TO GF-3.AREA ABOVE DOOR TO HAVE 1/2• B STEEL MESH. (TYP) 4 ■ 2. ROUTE DUCT TIGHT AGAINST CEILING.SEE DETAIL. < ■I I 2 a'lIo SA 3. LOCATE GSA LOUVER AT LEAST 10 FEET FROM NG REGULATOR. IQ Q I I I I I I I I I 1�4'f SA 10•f SA 10"0 SA 1 � -----J ------ -----J GF BUIL INGG , a -----J -----J •' w 20 CFM (�P5) 3 14®CFM (TYPE) J z RG-1 I I I1 ' li ■C v lI I I G I I I I F� ,I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T J IJ I I I I I I r- I I I I I I I I I I O L iiT N f 1 IJ I 1 HVAC BUILDING G FLOOR PLAN SCALE:1/4•=1'-0- NORTH 10 11 12 13 14 �AONN..c�� Qac`T'��CENBF�i O ` - s OF a BENS 3-7-2019 TYP. TYP. 0 CFM � 0 CFM O � ■ z ■ z_ 14'0 SA 10.9✓SA QJ I I I I 0 GF T C J a■ w■ M Z 4"s 4® 8'f 8® 84 W J 10 CFM 10 CFM 85 CFM 05 CFM 100 CFM O �■ II II II II II II Q LL I I I I I I 2 ■ ■ THE CONTENT OPTH6 DRAWING IS'ITIL EXCLUSNE PROPERTY OF MAXWELL I I I STAUCHIRAL DESIUN-.-DARE I I I PROTECTED UNDER FEDERAL COPYRI<;H'I I I I LAWS.ANY UNAUTHORTLED EPRODUCHON OA USE OFTHESE I I I ORAWINGti IN WHOLE OR IN PART I.S PROHIBEFED WITHOUT PRIOR I�'RI'I'I'1:� O NT BY MAXWELL STRUCI'I'Ii IL ERSIGN STUDIO,PLLC. D � „� 3 n . . . . . ,. . DC ENGINEERING 2 Careful listening.Dynamic solutions. 2 HVAC BUILDING G FLOOR PLAN u www.dcengineering.net Joixt4m, SCALE:1/4'= 1'-0' Plan must be on Job NORTH KEY PLAN 208.288.2181 Project:18EAST01 Site Lor all inspections ISSUE DATE PERMIT SET: FEBRUARY 15,2019 EXHAUST FAN SCHEDULE EF GAS FIRED FURNACE SCHEDULE GF EQUIPMENT LOCATION CFM STATIC MOTOR SONES WEIGHT MANUFACTURER CONTROL OPTIONS-ACCESSORIES EQUIPMENT AREA SUPPLY OUTSIDE STATIC FURNACE SECTION-ING COOLING COIL ELECTRIC MANUFACTURER OPTIONS-ACCESSORIES NO. PRESS. (RADIATED (LBS) &MODEL NO. SERVED AIR AIR PRESS. INPUT OUTPUT NET CAPACRY &MODEL (IN.W.G.) WATTS HP RPM VOLT.-PH.-CY. (CFM) (CFM) (IN.W.G.) BID BTU A.F.U.E. ED6/EW9 BTUH AMPS VOLT.-PH.-CY. SINGLE BLOWER VENTILATOR SHALL BE CEILING MOUNTED. GF-1 OFFICE& 1435 100 .75 132,000 124,000 95% 80/64 51,377 12 115-1-60 LENNOX MANUFACTURER'S MATCHING COIL,7 DAY EF-1 RESTROOM 75 0.25 25 - - 120V/1/60 1.0 13 GCON� coN oiTING FURNISH WITH CEILING GRILLE,BACKDRAFT DAMPER RESIDENCE ML193UH135XP60D CABIN�CONCELE THERMOSTRIC AT, MANUFACTURER'S NEUTRALIZATION KIT.PROVIDE CONDENSATE PUMP. 75 COOK CONTINUOUS SINGLE BLOWER VENTILATOR SHALL BE CEILING MOUNTED. LENNOX MANUFACTURER'S MATCHING COIL,7 DAY EF-2 BREAK ROOM 0.25 25 - - 120V/1/60 1.3 13 GC-146 FURNISH WITH CEILING GRILLE,BACKDRAFT DAMPER GF-2 STORAGE 1328 120 .75 88000 83000 95% 80/64 37,600 12 115-1-60 ML193UH090XP48C PROGRAMMABLE THERMOSTAT,MEDIA FILTER BLDG A CABINET,CONCENTRIC VENT.MANUFACTURER'S COOK VIA LIGHTING SINGLE BLOWER VENTILATOR SHALL BE CEILING MOUNTED. NEUTRALIZATION KIT.PROVIDE CONDENSATE PUMP. ^� O EF-3 JANITORS 75 0.25 25 - - 120V/1/60 1.0 13 GC-146 CONTROL FURNISH WITH CEILING GRILLE,BACKDRAFT DAMPER GF-3 STORAGE 1328 100 .75 88000 83000 95% 80/64 37,600 12 115-1-60 LENNOX MANUFACTURER'S MATCHING COIL,7 DAY ML193UH090XP48C PROGRAMMABLE THERMOSTAT,MEDIA FILTER F�-I UNDER CABINET RANGE HOOD.FURNISH WITH BACKDRAFT BLDG G CABINET,CONCENTRIC VENT.MANUFACTURER'S Q EF-4 KITCHEN 200 0.25 - - - 120V/1/60 5 - BROAN WALL SWITCH DAMPER,DUCT,AND ROOF JACK NEUTRALIZATION KIT.PROVIDE CONDENSATE PUMP. CLDA13OSS SINGLE BLOWER VENTILATOR SHALL BE CEILING MOUNTED. ALTERNATE MANUFACTURERS: PAYNE,TRANE,LENNOX,YORK U� EF-5 RESTROOM 75 0.25 25 - - 120V/1/60 1.0 13 COOK VIA LIGHTING FURNISH WITH CEILING GRILLE,BACKDRAFT DAMPER NOTES: T n J GC-146 CONTROL 1. PROVIDE ALL ANCILLARY COMPONENTS REQUIRED FOR A FULL INSTALLATION. �,J I 2. DUCT MOUNTED SMOKE DETECTOR PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR,WIRED BY ELECTRICAL CONTRACTOR. j n Q ALTERNATE MANUFACTURERS: GREENHECK,COOK,PANASONIC,PENNBARRY,CARNES,ACME 3. FURNISH ALL UNITS WITH MERV-8 OR HIGHER FILTERS. �,J J LL NOTES: 4. ROUTE CONDENSATE TO NEAREST MOP OR FLOOR SINK IF NEEDED. 1. CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR ALL CONTROLS. W Z 2. ROUTE ALL EXHAUST DUCTS TO COMMON TERMINATION AT PENTHOUSE PH-1. Z OUTDOOR CONDENSING UNIT SCHEDULE ZONE IN BYPASS DAMPER SCHEDULE ZD-1,D-1 TOTAL ELECTRICAL m EQUIPMENT SERVICE CORRESPONDING COOLING SEER/ MINIMUM FULL MAXIMUM WEIGHT MANUFACTURER OPTIONS-ACCESSORIES w NO. INDOOR UNIT CAPACITY EER CIRCUIT LOAD CKT BRK &MODEL (MEN) VOLT.-PH.-CY. AMPS AMPS SIZE Q EQUIPMENT LOCATION SERVED LEAD-IN DAMPER CFM REQUIRED MANUFACTURER OPTIONS-ACCESSORIES N0. DUCT SIZE SIZE &MODEL 13'0/ 13ACXN MIN MAX CU-1 SEE PLANS GF-1 42 105 208/230-1-60 34.6 60 218 13ACXN060-230 INSTALL WITH MANUFACTURER'S TXV SET. z n-1 BREAK ROOM 8"0 8"0 0 200 ZONEX PRODUCTS NOTE#1.2.3 13.0/ LENNOX Q CU-2 SEE PLANS GF-2 42 105 208/230-1-60 28.1 45 188 13ACXN042-230 INSTALL WITH MANUFACTURER'S TXV SET. ZD_2 RESIDENCE BEDROOMS 12"0 12"0 0 375 ZONEX PRODUCTS NOTE#1.2.3 ENNOX TR-12 CU-3 SEE PLANS GF-3 42 10.5/ 208/230-1-60 28.1 45 188 13ACXN042-230 INSTALL WITH MANUFACTURER'S TXV SET. Q ZD-3 OFFICE 14"0 14"0 0 900 ZONEX PRODUCTS NOTE#1.2.3 TR-14 I w ID-4 RESIDENCE LIVING 12"0 12"0 0 450 ZONEX Z PRODUCTS NOTE i1 1.2.3 ALTERNATE MANUFACTURERS: PAYNE,TRANE,LENNOX,YORK O 1. PROVIDE ALL ANCILLARY COMPONENTS REQUIRED FOR A FULL INSTALLATION. 2. PROVIDE ALL UNITS WITH LINE SETS SIZED PER MANUFACTURER'S RECOMMENDATIONS FOR FIELD CONDITIONS. (v 3. DISCONNECT BY DIV.16. GF-1 NA NA -- NA ZONEX PRODUCTS NOTE#3,4,5 4. RATING 0 90'F DB, ST WB AMBIENT. Ld DIGITRACT4 SYSTEM CONTROLLER BE-1 GF-1 12"x 8' 12"x 8" -- 1000 ZONEX PRODUCTS RBB-12X8 NOTE5'PROVIDE EACH ZONE DAMPER WITH 24V ROOM PROGRAMMABLE THERMOSTAT WITH OVERRIDE CAPABILITIES. AIR DISTRIBUTION DEVICES (r� B 25 1 2. PROVIDE LOW VOLTAGE WIRING FROM THERMOSTAT TO DAMPER ACTUATOR AND LOW VOLTAGE SIDE OF TRANSFORMER. 1,2,AND 3-WAY AIR DEVICES ARE DETERMINED BY BLOCKED OFF SYMBOL KEY: \�k 3. MECHANICAL CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH THE ELECTRICAL CONTRACTOR. SECTIONS ON DRAWINGS. A. FIRST LETTER:S-SUPPLY,R-RETURN,E-EXHAUST,T-TRANSFER 4. PROVIDE WITH 120V/24V TRANSFORMER. EN SECOND LETTER:D-DIFFUSER R-REGISTER G-GRILLE mac ��CgFO 5. PROVIDE WITH ZONE(LEAVING AIR TEMPERATURE SENSOR AND OUTSIDE AIR SENSOR. m ki ® ® B. LEAD-IN DUCT SIZE,UNLESS NOTED OTHERWISE 1-WAY 2-WAY 2-WAY 3-WAY 4-WAY C. CFM SIZE CFM RANGE MOUNTING MATERIAL ACCESSORIES NT 'r0 SYMBOL MANUFACTURER NOTES NOMINAL SIDEWAL HARD DUCT FLOOR STEEL ALUM. FACE OPERATED m9'rF OF LAY-IN MODEL DUCT CEILING CEILING DAMPER '9Ha RI AIR PURIFIER SCHEDULE e SD-1 PER PLANS 0-250 - X x - - X - - TIT US CEILING SUPPLY DIFFUSER 3-7-2019 Mooa-roc SD-2 10 x'4° 0-100 - - - X - X - _ ACCORD CEILING SUPPLY DIFFUSER VENTILATION 101 ELECTRICAL ACCORD TOE KICK SUPPLY DIFFUSER EQUIPMENT SERVICE UNIT SD-3 14"x 2" 0-100 X - - - - X - X VENTILATION 105 NO. MOUNTING LOCATION MANUFACTURER MODEL NOTES V.-PH.-CY. WATTS RG-1 22"x22" 1400 X X X - - - X _ TITUS RETURN GRILLE,EGG CRATE MODEL-25RL AP-1 GF-1 SUPPLY DUCT OR COIL BOX 120-1-60 12 GLOBAL PLASMA SOLUTIONS GPS-DM48-AC 1,2,3,7 L-1 16'x14' 0-200 X - - - - X _ _ RUSKIN L375D I STATIONARY DRAINABLE LOUVER (n AP-2 GF-2 SUPPLY DUCT OR COIL BOX 120-1-60 12 GLOBAL PLASMA SOLUTIONS GPS-DM48-AC 1,2,3,7 ALTERNATE MANUFACTURERS: TAUS,PRICE,METAL-AIRE,NNLOR,CARNES,TUTTLE&BAILEY F;; NOTES: . . . AP-3 GF-3 SUPPLY DUCT OR COIL BOX 120-1-60 12 GLOBAL PLASMA SOLUTIONS GPS-DM48-AC 1,2,3,7 1. CONTRACTOR TO VERIFY AND PROVIDE ALL MOUNTING HARDWARE FOR APPLICABLE CEILING TYPES. J 2. FINISH TO BE COORDINATED WITH ARCHITECT PRIOR TO SUBMITTAL / 1 3. CONTRACTOR TO PROVIDE TRANSITIONS FROM LEAD-IN DUCT SIZE TO NOMINAL DUCT SIZE AS REQUIRED. �J NOTES: 4. NC VALUES NOT TO EXCEED 25. Q ALTERNATE MANUFACTURERS: 5. NOMINAL DUCT SIZE DOES NOT INCLUDE THE SIZE OF THE BORDER. NOMINAL DUCT SIZE REFERS TO THE DUCT SIZE CONNECTION AT THE DIFFUSER OR GRILLE. 1. MOUNT BI-POLAR ION GENERATOR PER MANUFACTURERS RECOMMENDATION IN THE LOCATION SPECIFIED. 6. i-BAR AND i-CONNECT LENGTH TO MATCH COOLING COIL WIDTH.MEASURE COIL AND ORDER /= UJ 2. BI-POLAR IONIZATION UNITS WITH PERISHABLE GLASS TUBES ARE NOT ALLOWED SUBSTITUTES. CORRECT SIZE. 3. MUST PASS UL-867-2007 OZONE CHAMBER TEST BY UL OR LTL 7. IN DUCT UNITS TO BE INSTALLED IN SUPPLY DUCT PER MANUFACTURER'S INSTRUCTIONS 4. PROVIDE INTEGRAL ALARM CONTACTS FOR BAS 5. PROVIDE WITH WEATHERPROOF ENCLOSURE `U V) THE CONTENT'OFTH6 DRAWING 6 THE EXCLUSNE PROPERTY OF MAXWELL STRUCTURAL DESIGN STUDIO AND ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS.ANY UNAUTHORIZED EPRODUCHON OR USE OFTHESE WINGti IN WHOLE OR IN PART IS PROHBITED WITH011T PRIOR N-I'I"I F.N CON6ENT BY MAXWELL STRU("I'I'li�I. ESIGN STUDIO,PLLC. M DC ENGINEERING JOB, M3.0 Careful listening.Dynamic solutions. www.dcongineering.net 208.288.2181 Project:1 8EAST01 Plan must be on Job Site or all ins ections ISSUE DATE PERMIT SET: FEBRUARY 15,2019 SUPPLY SUPPLY AIR AIR RETURN FLUE AND COMBUSTION AIR FLUE AND COMBUSTION AIR TO CONCENTRIC AIR TO CONCENTRIC VENT SEE PLUMBING VENT SEE PLUMBING PLANS PAS FASTENER COOLING COIL SECTION CAP COOLING COIL SECTION SHEET METAL FLOOR/ROOF W/�BAC !r PROVIDE OSA FOAM INSULATION,PAINT ABOVE REFRIGERANT LINES DUCT ON 1ST REFRIGERANT LINES SEE ARCHITECTURAL FLAT BLACK ON LOUVER SIDE DAfA�R FLOOR ONLY. Ft PLANS FOR MONITOR SHEET METAL O TO GAS SUPPLY TO GAS SUPPLY GI1�R SUP WALL CONSTRUCTION PLENUM BOX o EF' III OUTSIDE --TO POWER �f/gfGP�(Y 1 ^ AR TO POWER SUPPLY SUPPLY fR 11v1 � v FUSED R�1 BIRDSCREEN DUCTWORK EXI{AUST FAN FLEXIBLE 51A� W/BPCKDRAFT DUCT EXHAUST d Q CONDENSATE v FUSED DISCONNECT V' DISCONNECT DRAIN LEDGE DAMPER CONNECTION DUCT LINES i0 SWITCH OUTSIDE SWITCH _ %i CONDENSATE DRAIN AIR LINES TO goo ARCHITECTURAL PROVIDE WITH CEILING CEILING n R LOUVER MANUFACTURERS GRILLE U. TO THERMOSTAT DRAIN N, pR U� TO \ \ WALL \ \ ND 8�.,[FJ1 soLAnoN w J O 15 SEAL ALL MOUNTING KIT THERMOSTAT 4 \ RETURN GRILLE CONNECTION o ci�IBLER�OOR AROUND SEAL WATERTIGHT j n Q (RG-1) ( ) �Q DUCT PENErFOAM FOR PLENUMTE CONTRACTOR TO COORDINATE COLOR AND FINISH OF WALL CAP WITH T,,J,Ji �" FILTER RACK FILTER RACK URRLy gR FLO" BOTTOM FLASHING TO BE CONNECTION LOCATIONS WIGENERAL TH ARCHITECTURAL ELEVATIONS.CTOR/OWNER. COORDINATE�EXTERIOR VENT W Z FLEXIBLE 5 CONTINUOUS THROUGH CAULK CONNECTION Z CONNECTION RETURN WALL WITH NO JOINTS WATER TIGHT ALL AROUND r n (TYP) �•/! UPFLOW FURNACE-HIGH SIDEWALL DUCTWORK TERMINATION D 5 UPFLOW FURNACE DETAIL 4 RETURN DETAIL 3 FLOOR DIFFUSER DETAIL 2 AT INTAKE/EXHAUST LOUVER DETAIL 1 TYPICAL EXHAUST FAN DETAIL M SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS C) zQ z z J U) W BRANCH DUCT LIGHT DUCT W N 1 FIXTURE MAIN POWDER ACTUATED EXPANSION 6 STORAGE CROSS SECTION �� 8 , PIN(IF ALLOWED SHIELD SCALE:NTS BY CODE) CONCRETE WASHER SLAB BOTTOM CHORD OF STEEL JOIST STEEL BEAM�� BEAM �:' °:'1"`°'1•``. USE THIS METHOD WHENEVER DUCTS m9'rF OF�� CAN BE GROUPED TOGETHER '4y,r gENB MXI 1/2'ALLSHEET METAL 1/2'ALL SEE PROJECT DRAWINGS THREAD RODSCREWS THREAD ROD FOR NUMBER&SIZE3-7-2019 D -SEE DUCT DUCT UCT PROJECT PLAN FOR SIZE UUCT FAN GUARD CONDENSING UNIT SINGLE RECTANGULAR DUCT MULTIPLE DUCT RUNS ON TRAPEZE HANGERS 2'X2-X3/16'ANGLE NOTE:DUCTS SHALL BE SUPPORTED (WHERE LENGTH OF ANGLE AT NOT LESS THAN 10FT.O.C. EXCEEDS 6FT.USE INTERMEDIATE SUPPORT) V J WOOD BEAM U J DUCT RISER-SEE Q \=/ 1-1/2"X 1-1/2' PROJECT PANS FOR ZE \J / X 1/8'ANGLE BOTH SHEET METAL SCREWS o o SIDES OF DUCT 3 1/2"THICK �� = U J 1-1/2'X 1-1/2'X 1/8' CONCRETE PAD- SECURE STRAP ANGLE BOTH SIDES OF DUCT EXTEND 6"BEYOND REFRIGERANT SUCTION C) FLOOR HANGERS TO CURB UNIT ALL AROUND LINE WITH 1"FLEXIBLE STUCTURE ELASTOMERIC INSULATION TURN STRAP 1'X18 GAGE STRAP SHEET METAL " REFRIGERANT HANGERS UP THRU SCREWS LIQUID LINE 30"0 1'X 1/8' SEAL HOLE AFTER HOLE IN STRUCTURAL >30'0 AT 10'O.C. DUCT INSTALLATION FLOOR DUCT-SEE PROJECT PER S.MA.C.NA. DUCT RISER CONDUIT-POWER AND CONTROL PLANS FOR SIZE ROUND DUCT RISER SUPPORT NOTE: MAINTAIN MANUFACTURERS RECOMMENDED CLEARANCE REQUIREMENTS THe coNTENT OFTHLS DRAvnNc�Txe 8 DUCT HANGER DETAIL 7 CONDENSING UNIT DETAIL MPROPERTYDF STRUCITm<"DE �AN�LL — STUDIO AND ARE SCALE:NTS SQALE.NTS PROTECTED UNDER FEDERAL COPYRIGHT L4�WS.ANY UNAUTHORTLED ODUCFION OR USE OFTHESE WINGS IN4VHOLE OR IN PART IS PROHBFEED WITH011T PRIOR��'RI'I"I F.N CONSENT RY MAXWELL STRU("I'I'li�I. —� ESIGN STUDIO,PLLC. M DC ENGINEERING o ,M4.0 Careful listening.Dynamic solutions. www.dcongineering.net 208.288.2181 Project:1 8EAST01 Plan must be on Job Site 0 r all inspections PLUMBING SPECIFICATIONS PLUMBING LEGEND ISSUE DATE PART 1 - GENERAL 1.7 PROJECT CLOSE-OUT 2.3 IPE INSULATION N. CONNECT GAS PIPING TO APPLIANCES USING GAS SHUT-OFF VALVES,DIRT-LEGS,AND UNIONS. INSTALL SO- STORM DRAIN PERMIT SET: 1.1 GENERAL INTENT A. CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR ANY DEFECTS IN A ALL INSULATION SHALL MEET FLAME/SMOKE SPREAD RATING OF 25/50 ACCORDING TO ASTM E84 AND VALVE UPSTREAM OF AND WITHIN 72'OF EACH APPLIANCE. INSTALL UNION DOWNSTREAM FROM VALVE. -HWS- HEATING WATER SUPPLY IRE �PRESSURE REDUCING VALVE FEBRUARY 15,2019 WORKMANSHIP OR EQUIPMENT,WHICH DEVELOP WITHIN ONE YEAR FROM ACCEPTANCE BY THE NFPA 90A PROVIDE RDDBLE CONNECTOR AT ALL EQUIPMENT THAT EXPERIENCES VIBRATION. A THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS,AND OWNER. CONTRACTOR MUST ASSUME RESPONSIBILTIY FOR ALL EXPENSES INCURRED TO REPAIR B. INSULATION TYPES: 0. INSTALL CALIBRATED BALANCING VALVES IN EACH HOT-WATER CIRCULATION RETURN BRANCH AND -HWR- HEATING WATER RETURN LINE ��I-BALL VALVE EQUIPMENT,.COMPLETE OR REASONABLY FOR INFERABLE AS BEING NECESSARY,FOR FURNISHING,INSTALLATION OR REPLACE HIS WORK AS WELL AS WORK OF OTHER TRADES THAT MAY BE AFFECTED BY THIS 1. FLEXIBLE ELSTOMERIC: CLOSED-CELL.SPONGE-OR EXPANDED-RUBBER MATERIALS. COMPLY WITH DISCHARGE SIDE OF EACH PUMP AND CIRCULATOR. SE CN1BHAlED BALANCING VALVES PARTLY OPEN TO -CHWS- CHILLED WATER SUPPLY LINE AND TESNNG,COMPLETE AND READY FOR SAFE OPERATION E THE SYSTEMS DESCRIBED HEREIN. RESTRICT BUT NOT STOP FLOW. REDUCER B. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS MADE A REPLACEMENT. ASAP C 534,TYPE FOR TUBULAR MATERIALS AND TYPE II FOR SHEET MATERIALS. P. INSTALL ESCUTCHEONS FOR PENETRATIONS OF WALLS,CEILINGS,AND FLOORS ACCORDING TO THE -CHWR CHILLED WATER RETURN LINE �GATE VALVE THOROUGH EXAMINATION OF THE SITE.AND ALL EXISTING CONDITIONS AND UMTATIONS WHICH AFFECT THIS B. CONTRACTOR SHALL MAINTAIN A REDLINED SET OF CONSTRUCTION DRAWINGS SHOWING DEVIATIONS 2. GLASS-FIBER,PIPE INSULATION: GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. SEMI RIGID FOLLOWING: WORK. LATER CLAIMS SHALL NOT BE MADE FOR LABOR,EQUIPMENT OR MATERIALS REQUIRED BECAUSE BETWEEN THE DRAWINGS AND INSTALLED CONDITIONS. THESE SHALL BE TURNED OVER TO THE BOARD MATERIAL WITH FACTORY-APPUED ASJ JACKET COMPLYING WITH ASM C 1393,TYPE II OR -CS- CONDENSER WATER SUPPLY LINE rT..P GLOBE VALVE OF DIFFICULTIES ENCOUNTERED,WHICH COULD HAVE BEEN FORESEEN DURING SUCH AN EXAMINATION. OWNER AT ACCEPTANCE OF THE WORK. TYPE ILIA CATEGORY 2,OR WITFI PROPERTIES SIMILAR TO ASAP C 612,TYPE IB. NOMINAL DMSItt 1. BARE PIPING AT WALL AND FLOOR PENETRATIONS IN FINISHED SPACES,AND WITHIN CABINETS AND ��!- C. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE EXTENT,GENERAL CHARACTER,AND LOCATION OF THE IS 2.5 LB/CU.FL.OR MORE THERMAL CONDUCTIVITY(K-VALUE)AT 100 DEG F IS 0.29 BTU X IN. MILLWORK: ONE-PIECE,CAST-BRASS TYPE WITH POLISHED CHROME-PLATED FINISH. -CPI- CONDENSER WATER RETURN LANE 2 WAY CONTROL VALVE WORK TO BE PERFORMED. WHERE MINOR ADJUSTMENTS OF THE WORK ARE NECESSARY FOR PURPOSES C. PROVIDE THREE(3)COMPLETE SETS OF OPERATION AND MAINTENANCE MANUALS. THESE ARE Q. INSTALL MANUFACTURED PIPE MARKERS INDICATING SERVICE ON EACH PIPING SYSTEM. INSTALL WTH -CD- CONDENSATE DRAIN LINE OF FABRICATION OR INSTALLATION OF ITEMS,THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS WITH NO TO INCLUDE ALL EQUIPMENT CUT-SHEETS,MANUFACTURERS RECOMMENDED MAINTENANCE /4 X SO.FT.X DEG F OR LESS. FLOW INDICATION ARROWS SHOWING DIRECTION OF FLOW. SPACE AT MAXIMUM INTERVALS OF 50 FEET �3 WAY CONTROL VALVE ADDED COMPENSATION. WHERE SUCH ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHERC DESIGN OF THE PROCEDURES,MANUFACTURERS WARRANTEE INFORMATION,AND CONTRACTORS WARRANTEE LETTER 3. JACKETS: ALONG EACH RUN. REDUCE INTERVALS TO 25 FEET IN AREAS OF CONGESTED PIPING AND EQUIPMENT. --D--- DEMO WORK,THEY SHALL FIRST BE SUBMITTED TO THE ARCHITECT FOR RENEW AND APPROVAL AND CONTACT INFORMATION. a. PROVIDE ALUMINUM JACKET TO COMPLY WITH ASTM B 209,ALLOY 3003.3005,3105 OR 5005, R. AL VENT-THROUGH-ROOF(VTR)PENETRATIONS SHOWN ON PUNS ARE PRELIMINARY. FINAL LOCATIONS -CAW- GREASE WASTE ,,m�CHECK VALVE D. SITE UTILITIES: THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING D. PROVIDE THREE(3)REVIEWED BALANCE REPORTS OF WATER AND AIR SYSTEMS AS APPLICABLE. TEMPER H-14,ON ALL IXIFRIOR PIPING WITH INSULATION. PROVIDE 3-MIL VAPOR BARRIER. ARE TO BE COORDINATED WITH ALL TRADES. ALL VMS SHALL BE A MINIMUM OF TEN FEET FROM ANY -SS- SANITARY SEWER �SOLENOID VALVE SERVICES. COORDINATE WORK WITH THE SITE UKTTTES CONTRACTOR TO ENSURE PROPER INVERT C. INSULATION SCHEDULE: FRESH AIR INTAKE THIS CONTRACTOR TO BE RESPONSIBLE FOR THE PROPER FLASHING AND SEALING OF ELEVATION,PIPE SLOPE GRADIENT,PIPE SIZE AND SEPARATION WITHIN TRENCH WORK. NOTIFY ARCHITECT PART - PR 1. DOMESTIC COLD WATER: VTR PENETRATIONS OF THE ROOF ASSEMBLY. ---V--- VENT ----j0�-BALANCE VALVE OR ENGINEER OF ANY DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS. 2.1 G PIPE MA . AL L SIZES: INSULATION SHALL BE ANY OF THE FOLLOWING: S. INDIRECT WASTE PIPING SHALL TERMINATE AT APPROVED RECEPTACLE WITH AIR GAP PER PLUMBING CODE RD- ROOF DRAIN LINE E COMPLY WITH ALL LOCAL AND STATE CODES REGARDING SEISMIC SUPPORT AND ISOLATION. NOT ALL --JC*--GAS COCK SEISMIC REQUIREMENTS ARE SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL MEET THE REQUIREMENTS A. ABOVE GRADE DOMESTIC WATER PIPING SHALL BE ANY OF THE FOLLOWING: 1) FLEXIBLE ELISTOMERIC: 1/2 INCH THICK. AND AHJ REQUIREMENTS. -OD- OVERFLOW DRAIN LINE OF THE AUTHORITY HAVING JURISDICTION FOR SEISMIC SUPPORT/ISOLATION OF HIS WORK. 1. ALL SIZES:HARD COPPER TUBE CONFORMING TO ASTMB-88,TYPE L;COPPER PRESSURE 2) GLASS-FIBER PIPE INSULATION,TYPE I: 1/2 INCH THICK. �1�BUTTERFLY VALVE -CAN- DOMESTIC COLD WATER FITTINGS PER ASME B16.18;AND ALLOY SN95 SOLDER WITH WATER SOLUBLE FLUX. 2. DOMESTIC HOT WATER: A. PROVIDE PIPING RANGERS,SUPPORTS AND BUILDING ATTACHMENTS FROM GRINNELL,B-LINE,O.Z., 1.. GENERAL COORDINATION Ds VALVE A. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF A SATISFACTORY,COMPLETE,AND FULLY 2. NPS 1 AND SMALLER: PEX PER ASAP F 877,STIR 9 TUBING,DISTRIBUTION MANIFOLD, a. SMALLER THAN NPS 2: INSULATION SHALL BE ANY OF THE FOLLOWING SUPER-STRUT,GEDNEY,MICHIGAN HANGER,BERGEN/CARPENTER,OR PATIERSON. -HW- DOMESTIC HOT WATER OPERATIONAL PIECE OF WORK IN ACCORDANCE WITH TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. INSERT FITTINGS,AND CRIMPED JOINTS. 1) FLEXIBLE ELLSTOMERIC: THICKNESS OF NOT LESS TITAN THE DIAMETER OF THE PIPE. B. SUPPORT ALL DUCTWORK,PIPING,AID EQUIPMENT AS REQUIRED BY THE LOCAL CODES,MANUFACTURER'S -HWC- DOMESTIC HOT WATER RECIRC - y STRAINER O B. CONTRACTOR SHALL CONSULT ALL DRAWINGS FOR THE PROJECT TO DETERMINE THAT THE WORK AND B. BELOW GRADE DOMESTIC WATER PIPING SHALL BE ANY OF THE FOLLOWING: 2 GLASS-FIBER PIPE INSULATION,TYPE I: THICKNESS OF NOT LESS THAN THE DIAMETER OF RECOMMENDATIONS,AND STANDARD INDUSTRY PRACTICE. -- SAFELY RELIEF VALVE EQUIPMENT WILL FT AS PUNNED. ) -MPG- MEDIUM PRESSURE NATURAL GAS C. THE LOCATION OF PIPING,DUCTS,EQUIPMENT,ETC.,SHALL BE CHECKED TO ENSURE CLEARANCE FROM 1. SOFT COPPER TUBE,TYPE K OR L CONFORMING TO ASTM 8-88;COPPER PRESSURE THE PIPE. C. INSTALL HANGERS FOR STEEL PIPING WITH THE FOLLDWING MAXIMUM HORIZONTAL SPACING AND MINIMUM OPENINGS,STRUCTURAL MEMBERS,CABINETS,LIGHTS,Ol1ILEr5 AND EQUIPMENT HAVING FIXED LOCATIONS. FITTINGS;AND SOLDERED JOINTS. b. NPS 2 AND URGER: INSULATION SHALL BE ANY OF THE FOLLOWING: ROD DAMETERS: -NG- LOW PRESSURE NATURAL GAS VALVE IN VERTICAL THIS SHALL BE ACCOMPLISHED PRIOR TO FABRICATION OF PIPE OR DUCTS. 2. WRAP BURIED METAWC PIPE PER ASTM A 674 OR AWWA C105,HOPE,CROSS URINATED PE 1) GLASS-FIBER PIPE INSULATION,TYPE I: 2 INCH THICK. 1. NPS 1-1/4 AND SMALLER: 84 INCHES WITH 3/8-INCH ROD. F FIRE SPRINKLER LINE FLOOR SINK d 0 D. IF,AT ANY TIME,AND IN ANY CASE,CHANGES IN LOCATION OF PIPING,DUCTS,EQUIPMENT,ETC., FILM OF 0.004-INCH(0.10-MM)OR LLDPE,CROSS LAMINATED PE FILM OF 0.008-INCH 3. STORM DRAINAGE PIPING: 2. NPS 1-1/2: 108 INCHES WITH 3/8-INCH ROD. CA- COMPRESSED AIR FLOOR DRAIN BECOMES NECESSARY'DUE TO DUSB14G OBSTACLES OR INSTALLATION OF OTHER TRADES SHOWN ON ANY (0.20-ARM)MINIMUM THICKNESS. C. DRAIN BODIES AND HORIZONTAL PIPING. INSULATION SFIALL BE ONE OF THE FOLLOWING: 3. NPS 2: 10 FEET WITH 3/8-INCH ROD. OF THE PROJECT DRAWINGS AND SUCH CONVICT COULD HAVE BEEN AVOIDED By PROPER COORDINATION -MA- MEDICAL AIR Urn BETWEEN TRADES OR PROPER PRE-PLANNING OF WORK,SUCH REQUIRED CHANGES SHALL BE MADE BY 3. HOPE(HIGH DENSITY POLYETHYLENE)PLASTIC PIPE AND FETING FOR WATER SERVICE ENTRY 1) CUSS-FIBER PIPE INSULATION,TYPE I: 1/2 INCH THICK. 4. NPS 2-1/2: 11 FEET WITH 1/2-INCH ROD. GRADE CLEANOUT I PIPING. -MV- MEDICAL VACUUM FLOOR CLFANOUT THE CONTRACTOR AT NO EXTRA COST. THESE CHANGES ARE TO BE RECORDED ON THE RECORD 2) 4'BATE INSULATION MAY BE USED FOR DRAIN BODIES. 5. NPS 3 MAID NPS 3-1/2: 12 FEET WITH 1/2-INCH ROD. j(� J DRAWINGS. 0. PIPE CONFORMING TO ASM D 2239,ASTM D 2737,AWWA C901,MINIMUM 160 PSI D. ACCEPTABLE MANUFACTURERS: ARMSTRONG.CERTAINTEED,OWENS-CORNING,JOHNS MANVILLE,ARMACELL. 6. NPS 4 AND NPS 5: 12 FEET WITH 5/8-INCH ROD. �-- BALANCE DEVICE �•J I E THIS CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL INCIDENTAL ELECTRICAL INTERCONNECTIONS,CONTROL PRESSURE WAIN CLEANOUF WIRING,ETC.,WHICH ARE NECESSARY FOR SYSTEM COMPLETION AND WHICH ARE NOT SPECIFICALLY SHOWN PART 3 - EXECUTION 7. NPS 6: 12 FEET WITH 3/4-INCH ROD. HOSE BIBB CLASS,STIR EQUAL TO 9. �� OR OTHERWISE INDICATED ON TIME ELECTRICAL DRAWINGS OR SPECIFIED IN DIVISION 26. 3.1 X ION IN INSTALL SUPPORTS fOR VERTICAL STEEL PIPING EVERT'15 FEET. --*--VENT THROUGH ROOF LL F. ALL ELECTRICAL WORK INCIDENTAL TO OR ACCOMPUSHED UNDER THIS DMSION SHALL COMPLY WTH NL b. FITTINGS CONFORMING TO ASAP D 2609,METAL INSERT FITTING AND 1W0 STAINLESS D. INSTALL HANGERS FOR COPPER TUBING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING AND $ IN-LINE PUMP E) REQUIREMENTS OF DIVISION 26. STEEL A VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH FIELD MEASUREMENTS AND WITH THE REQUIREMENTS OF MINIMUM ROD DIAMETERS: O PIPE DOWN z THE ACTUAL EQUIPMENT TO BE CONNECTED. -j PIPE BREAK Z G. AWNS ARE DIAGRAMMATIC OTHER IN NATURE. CONTRACTOR IS RESPONSIBLE FOR REFERRING TO I THE DESIGN CLAMPS;FOR OVER 1-1/2 INCH,SPECIAL,HEAVY DUTY TIGHTENING CUTUPS. 1. NPS 3/4 AND SMALLER: 60 INCHES WITH 3/8-INCH ROD. �-0 PIPE UP i-•-�I DOCUMENTS FOR ALL OTHER DISCIPLINES FOR PROJECT CONSTRUCTION PAID OTHER DETAILS WHICH B. LOCATIONS D; EQUIPMENT AND DANCES,AS ACT L ON THE DRAWINGS,ARE APPROXIMATE UNLESS IL/- C. ABOVE GRADE SAINITARY WASTE AND VENT SHALL BE ANY OF THE FOLLOWING: DIMENSIONED;CO NOT SCALE DRAWINGS. EXACT LOCATIONS OF SUCH TAMS SHALL BE DETERMINED BY 2. NPS 1 PAID NPS 1-1/4: 72 INCHES WITH 3/8-INCH ROD. D OVERFLOW DRAIN AFFECT THE MECHANICAL INSTALLATION. CONTRACTOR SHALL CONFER WITH ALL OTHER TRADES FOR FINISH UNION ADJACENT TO ITS WORK AND ARRANGE TO HAVE VISIBLE PORTIONS OF THIS WORK(SUCH AS ACCESS 1. HUBLESS CAST-IRON SOIL PIPE AND FITTINGS;STANDARD AND HEAVY-DUTY SHIELDED, THE ARCHITECTS REPRESENTATIVE AND/OR DETERMINED FROM SPECIAL DETAILS AND DRAWINGS. VERIFY 3. NPS 1-1/2 AND NPS 2: 96 INCHES WITH 3/8-INCH ROD. O�ROOF DRAIN - DOORS,VALVES,SPRINKLER HEADS,ESCUTCHEONS,ETC.)MERGE WITH THE FINISH IN A MANNER STAINLESS-STEEL COUPLINGS;AND HUBLESS-COUPLING JOINTS THE PHYSICAL DIMENSIONS OF EACH TOM OF MECHANICAL EQUIPMENT TO FIT THE AVAILABLE SPACE AND ] CAP 4. NPS 3 TO 15:INCHES WITH 1/2 -IN ROD. r n - GAS PRESSURE REGULATOR v!1 PROMPTLY NOTIFY THE ARCHTECT PRIOR TO ROUGHING IN IF CONFLICTS APPEAR. COORDINATION OF SATISFACTORY TO THE ARCHITECT. 2. SOLID WALL ABS PIPE PER ASAP D 2661,SCHEDULE 40,ALBS SOCKET FITTINGS,AND 5. NPS 3 TO NPS 5: 10 FEET WTH 1/2-INCH ROD. ��DOUBLE CHECK H. CONTRACTOR SHALL IDENTFY NL SERVICEABLE ITEMS(VALVES,CIFANOUTS,COILS,ETC.)SO THAT THE SOLVENT-CEMENTED JOINTS. DIVISION 15 EQUIPMENT AND SYSTEMS TO THE AVAILABLE WIRING,EQUIPMENT,DUCTWORK,PIPING,ETC. CEILING SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD A LIFr-UP TYPE 3. SOLID WALL PVC PIPE PER ASTM D 2665,SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE INSTALLATION SHALL BE CONCEALED WITHIN 6. NPS 8: 10 FEET WITH 5/8-INCH ROD. XX-X FIXTURE CAIlOUT ^�� BACKFLOW PRLVENIER BUILDING CONSTRUCTION,OR EXPOSED IN MECHANICAL ROOMS,UNLESS OTHERWISE NOTED. 7. INSTALL SUPPORTS FOR VE ITCAL COPPER TUBING EMERY 10 FEET. X �, \�REDUCED PRESSURE CEILING NOT BE INSTALLED. THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK UNLESS SOCKET FITTINGS,AND SOLVENT-CEMENTED JOINTS. E. INSTALL HANGERS FOR CAST-IRON SOIL PIPING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING AND a DETAIL CALLOUi vRP BACKFLOW PREVENTER SPECIFICALLY NOTED ON THE DRAWINGS. ARCHITECT SHALL APPROVE LOCATIONS OF ACCESS PANELS 4. CELLULAR-CORE ABS PIPE PER ASTM F 628,SCHEDULE 40. X.X .1, /yY MINIMUM ROD DIAMETERS: W PRIOR TO INSTALLATION. A UNLESS SPECIFICALLY PROVIDED FOR ELSEWHERE IN THESE DOCUMENTS,THIS CONTRACTOR SHALL EQUIPMENT CAIlOUT 5. CELLULAR-CORE PVC PIPE PER ASAP F ALL SCHEDULE 40. INCLUDE IN HIS BID THE COMPLETE EXCAVATION AND BACKFILL COST REQUIRED TO INSTALL HIS WORK / / I. CEILING HEIGHTS: ARCHITECTURAL DRAWINGS SHALL BE CHECKED FOR CEILING HEIGHTS,WAILS,AND 1. NPS 1-1 2 PAID NPS 2: 60 INCHES WITH 3 8-INCH ROD. POINT OF CONNECTION CABINETS THAT ARE INTENDED TO CONCEAL WORK OF THIS SECTION. WHERE CONFLICTS OCCUR,THE D. BELOW GRADE SANITARY WASTE AND VENT SHALL BE ANY OF THE FOLLOWING: AS SPECIFIED UNDER DNISION 15(MECHANICAL)OF THIS SPECIFICATION. CONTRACTOR SHALL PROVIDE 2. NPS 3: 60 INCHES WITH 1/2-INCH ROD. QUICK DISCONNECT ARCHITECT SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE WORK. LOCATION OF EXPOSED WORK 1. HUBLESS CAST-IRON SOIL PIPE AND FITTINGS PER CISPI 301;HEAVY-DUTY SHIELDED, ALL NECESSARY SAW-CUTTING,EXCAVATION,SHORING AND BACIKFlWNG REQUIRED FOR THE PROPER 3. NPS 4 AND NPS 5: 60 IN /�CHES WTH 5/8-INCH ROD. ' 1 0 SUCH AS PIPING,VALVES,SPEAKERS,SPRINKLER HEADS TARE PRECEDENCE OVER CONCEALED WORK. STAINLESS STEEL COUPLINGS;AND HUBLESS-COUPLING JOINTS. INSTAIATION OF HIS WORK,INSIDE BUILDING AND PREMISES,OR OUTSIDE AS MAY BE NECESSARY'. 4, INSTALL SUPPORTS FOR VERTICAL CAST-IRON SOIL PIPING EVERY 15 FEET. I--I J. CONTRACTOR SHALL EXERCISE CARE TO MINIMIZE ANY DISTURBANCE TO ADJACENT AREAS OF THE BUILDING 2. SOLID WALL ASS PIPE PER ASTM D 2661,SCHEDULE 40,ABS SOCKET FITTINGS,AND DAMAGES RESULTING FROM IMPROPER SHORING OR FAILURE TO SHORE SHALL BE THE SOLE 0 WHICH ARE TO REMAIN IN OPERATION. ISOLATE WORK AREAS BY TEMPORARY'PARTITIONS,TARPS,ETC.,TO F. INSTALL HANGERS FOR ABS AND PVC PIPING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING AND ABBREVIATIONS & DESCRIPTIONS KEEP DUST AND DIRT IN THE CONSTRUCTION AREA SOLVENT-CEMENTED JOINTS. RESPONSIBILITY OF THE CONTRACTOR. MINIMUM ROD DIAMETERS: z Z K. PROVIDE ALL NECESSARY PUSHING,SEALJNG,ETC., M MAINTAIN THE WATERPROOF INTEGRITY OF THE 3. SOLID WALL PVC PIPE PER ASTM E 2665,SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC B. PROVIDE ALL VALVES,AND CONTROL DEVICES REQUIRED OC COMPILE BALANCING OF SYSTEMS AS 1. NPS 1-1/2 AND NPS 2: 48 INCHES WITH 3/8-INCH ROD. AB.C. ABOVE CEILING KEG KITCHEN EQUIPMENT SUPPLIER .ter' BUILDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF ITEMS AS REQUIRED BY THIS SCOPE OF SOCKET FITTINGS,AND SOLVENT-CEMENTED JOINTS. DESCRIBED E THESE DOCUMENTS OR AS NORMALLY GS,DETAILS WITH THE SYSTEMS TO BE INSTALLED AV ABOVE FINISHED FLOOR LPG LIQUEFIED PETROLEUM GAS 1l WORK. 4. CELLULAR-CORE ABS PIPE PER ASAP F 628,SCHEDULE 40. WHETHER SPECIFICALLY CALLED FOR ON THE DRAWINGS,DETAILS OR SPECIFICATIONS OR NOT. R SHALL 2. NPS 3: 48 INCHES WITH 1/2-INCH ROD. AV ACID VENT LWCO LOW WATER CInOFF J 5. CELLULAR-CORE PVC PIPE PER ASTM F 891,SCHEDULE 40. BE UNDERSTOOD,UNLESS SPECIFICALLY STATED OTHERWISE,THAT ALL SYSTEMS INSTALLED SHALL 3. NPS 4 AND 5: 48 INCHES WITH 5/8-INCH ROD. L. INSTALL ALL WORK OF THIS SCOPE TO BE READILY ACCESSIBLE FOR OPERATION,MAINTENANCE,AND / AW ACID WASTE MAX. MAXIMUM REPAIR. MINOR DEVIATIONS FROM THE DRAWINGS MAY BE MADE TO ACCOMPUSH THIS,BUT CHANGES COMPLY WITH INDUSTRY RECOGNIZED STANDARDS AMID FEATURES. 4. NPS 6: 48 INCHES WITH 3/4-INCH ROD. BFF BELOW FINISHED FLOOR MIN. MINIMUM �rYn� INVOLVING OTHER TRADES MAY NOT BE MADE WITHOUT PRIOR APPROVAL E. STORM DRAINAGE PIPING SHALL BE ANY OF THE FOLLOWING C. INSTALL WALL-PENETRATION FTTBNG AT EACH SERVICE PIPE PENETRATION THROUGH FOUNDATION WPL.. vI M. ALL PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMMODATE WORK OF THIS SECTION,MUST 1. HUBLESS CAST-IRON SOIL PIPE AND FITTINGS PER CISPI 301;HEAVY-DUTY SHIELDED, MAKE INSTALLATION WATERTIGHT. 5. INSTALL SUPPORTS FOR VETICAL ABS AND PVC PIPING EVERY 48 INCHES. BG BELOW GRADE NG NATURAL GAS BE SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALING METHOD. STAINLESS-STEEL COUPLINGS;AND HUBLESS-COUPLING JOINTS. D. COORDINATE MECHANICAL SYSTEMS,EQUIPMENT,AND MATERIALS INSTALLATION WITH OTHER BUILDING G. STEEL PIPE HAMPER INSTALLATION: COMPLY WITH MSS SP RO AMID MSS SP-89. INSTALL HANGERS, CA COMPRESSED DR (N) NEW w N. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF THIS WORK. COORDINATE ALL 2. SOLID WALL ASS PIPE PER ASTM D 2661,SCHEDULE 40,ABS SOCKET FITTINGS,AND COMPONENTS. SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND SUPPORTS,CLAMPS,AND ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING FROM BUILDING CD CONDENSATE DRAIN N.O. NORMALLY OPEN(VALVE) r f1 �J,1 BLOCKING,SUPPORT,ETC.,NECESSARY FOR THE INSTALLATION OF THIS WORK WITH THE GENERAL STRUCTURE C.I.N.H. CAST IRON NO HUB N.C. NORMALLY CLOSED(VALVE) \J J SOLVENT-CEMENTED JOINTS. EQUIPMENT FOR EFFICIENT FLOW OF THE WORK. CANE DING.GIVE RIGHT-OF-WAY i0 URGE EQUIPMENT H. TRAPEZE PIPE HANGER INSTALLATION: COMPLY WITH MSS SP-69 AND MSS SP-89. ARRANGE FOR CO CLEANOUT OR OVER HEAD 0 CONTRACTOR. REQUIRING POSITIONING PRIOR TO CLOSING IN THE BUILDING.CANE RIGHT-OF-WAY PRIORITY TO SYSTEMS POINT OF CONNECTION 3. SOLID WALL PVC PIPE PER ASAP D 2665,SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC GROUPING OF PARALLEL RUNS OF HORIZONTAL PIPING AND SUPPORT TOGETHER ON FlEED-FABRICATED CFF CAP FOR FUTURE POC 1.3 CODES STANDARDS PERMITS AND FEES SOCKET FITTINGS,AND SOLVENT-CEMENTED JOINTS. REQUIRED TO BE INSTAL LED AT A SPECIFIED SLOPE. TRAPEZE PIPE HANGERS. CKV CHECKVALVE R A ALL APPLICABLE CODE LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK . WHERE MOUNTING HEGHTS ARE NOT DETAILED OR DIMENSIONED,INSTALL SYSTEMS,MATERIALS,AND () PIPE RISE 4. CELLULAR-CORE ABSALBS PIPE PER ASAP F 628,SCHEDULE 40. I. INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY INSERTS,BOLTS,R005,NUTS,WASHERS, CW COLD WATER RIO ROUGH-IN ONLY T r T N ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE M THEICAR HIT THEIR WRITING IONS EQUIPMENT TO PROVIDE THE MAXIMUM HEADROOM T LE POSSIBLE. AND OTHER ACCESSORIES. CX CONNECT TO EXISTING w SHALL BE CARRIEDBD,OUT BY THE ORTRACTO A WHO SHALL INFORM THE ARCHITECT IN WRITING PRIOR TO 5. CELLULAR-CORE PVC PIPE PER ASAP F LLO SCHEDULE 40. E OTHER SYSTEMS,MATERIALS,AND EQUIPMENT NEWT AND PLUMB,PARALLEL AND PERPENDICULAR TO SHE. SHEET SUBMITTING A BID,OF ANY WORK OR MATERIALS WHICH VIOLATE ANY OF THE ENFORCED LAWS,CODES, F. FUEL GAS PIPING SHALL BE ANY OF THE FOLLOWING: OTHER BUILDING SYSTEMS AND COMPONENTS,WHERE INSTALLED EXPOSED IN FINISHED SPACE. J. INSTALL HANGERS AND SUPPORTS TO ALLOW CONTROLLED THERMAL AND SEISMIC MOVEMENT OF PIPING (p) PIPE DROP SCAN SOFT COLD WATER OR REGULATIONS. IF THE CONTRACTOR PERFORMS ANY WORK CONTRARY TO SUCH LAWS,ORDINANCES, 1. ALL SIZES: STEEL PIPE PER ASTM A 53/A 53M;TYPE E OR S;GRADE B;BUCK. WALL G. INSTALL MECHANICAL EQUIPMENT TO FACILITATE SERVICING,MAINTENANCE,AND REPAIR OR REPLACEMENT SYSTEMS,TO PERMIT FREEDOM OF MOVEMENT BETWEEN PIPE ANCHORS,AND TO FACILITATE ACTION OF ON PIPE DROP TO NEXT LEVEL SOC SHUT OFF COCK(GAS) AND SIMILAR UNITS EXPANSION BENDS EXPANSION LOOPS, , . RULES AND REGULATIONS,HE SHALL ASSUME FULL RESPONSIBILITY,AMIDSHALL BEAR ALL COSTS THICKNESS OF WROUGHF-STEEL PIPE SHALL COMPLY WITH ASME 836.10M. OF EQUIPMENT COMPONENTS. AS MUCH AS PRACTICAL,CONNECT EQUIPMENT FOR EASE OF EXPANSION JOINTS, DTL DETAIL SOV SHUT OFF VALVE ASSOCIATED WITH BRINGING WORK INTO COMPLIANCE a. MALLEABLE-IRON THREADED FITTINGS: ASME B16.3,CUSS 150,STANDARD PATTERN, DISCONNECTING,WITH MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS. EXTEND GREASE FITTINGS K. LOAD DISTRIBUTION: INSTALL HANGERS AND SUPPORTS SO PIPING LIVE AND DEAD LOADS AND STRESSES (E) EXISTING TPL TRAP PRIMER LINE B. WHERE DRAWINGS OR SPECIFICATIONS CALL FOR MATERIAL OR CONSTRUCTION OF A BETTER QUALITY OR TO AN ACCESSIBLE LOCATION. FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. F FIRE SERVICE LTG UNDERGROUND WITH THREADED ENDS ACCORDING TO ASME 8G20.1. H. DRAWINGS ARE NOT DETAILED TO THE EXTENT THAT ALL PIPING OFFSETS,BENDS,AND SPECIAL FITTINGS FCO HIGHER CAPACITY THAN REQUIRED BY THE ABOVE-MENDONED CODES AND STANDARDS,THE PROVISIONS L PIPING SUPPORTED BY THE ROOFTOP SHALL BE A MINIMUM OF 6'ABOVE THE ROOF SURFACE AND FLOOR CLEANOIT UP PIPE RISE TO NEXT LEVEL OF THE DRAWINGS OR SPECIFICATIONS SRAll TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE CODES b. STEEL WELDING FITTINGS: ASME 816.9,WROUGHT STEEL OR ASME Bi6.11,FORGED ARE SHOWN AND EXACT LOCATION INDICATED;HOWEVER,THEY ARE TO BE PROVIDED WHETHER SHOWN UTIUZE MANUFACTURED PIPING SUPPORTS FOR THIS PURPOSE END FOUNDATION DRAIN US UNDER SLAB AND STANDARDS. STEEL OR NOT.REFER TO SCHEDULES FOR ACCESSORIES. M. USE MATERIALS COMPATIBLE WITH ITEMS BEING SUPPORTED TO AVOID ELECTROLYTIC ACTION,AND GCO GRADE CLEANOUT LTIR UP THRU ROOF C. THE RESPECTIVE SUB-CONTACTOR,AT HIS EXPENSE,SHALL OBTAIN ALL PERMITS AND FEES REQUIRED c. UNIONS: ASME B16.39,CLASS 150,MALLEABLE IRON WITH BRASS-TO-IRON SEAT, I. CORE DRIVING: PROVIDE ALL EQUIPMENT,LABOR AND MATERIAL FOR CORE DRIVING HOLES WHERE CONFORM TO SMACNA,ANSI/ASME B31,NFPA,MSS SP-58,69.89. HW HOT WATER V VENT FOR THIS SCOPE OF WORK ON THIS PROJECT. THE SUB-CONTRACTORS SHALL ALSO SCHEDULE ALL GROUND JOINT,AND THREADED ENDS ACCORDING TO ASME B1.20.1. PIPING PENETRATES EXISTING CONCRETE WALLS OR FLOORS. DRILL HOLES 1'URGER THAN O.D.OF 3.5 PAINTING HWC HOT WATER CIRCULATION VA VALVE REQUIRED INSPECTIONS AND OBTAIN CERTIFICATES FOR HIS WORK,AT HIS EXPENSE d. JOINT COMPOUND AND TAPE: SUITABLE FOR NATURAL GAS. PIPE. PROTECT ALL SURROUNDING AREAS FORM DAMAGE BY WATER OR DUST WHILE CORE DRIVING. IDW INDIRECT WASTE VTR VENT THRU ROOF VAN• A EXPOSED ADS AND PVC PIPING: PROTECT PLUMBING VENTS EXPOSED TO SUNUG14T WITH TWO COATS OF V�Sg •4 e. STEEL FLANGES AND FLANGED FITTINGS: ASME BIBS. WHERE PIPES PASS THROUGH SLIM OR GORE DRIUFD HOLES,PROVIDE BACKER ROD AND FILL I.E. INVERT ELEVATION W WASTE OQ �GEN,g / A SUBMITTAL MATERIALS SHALL BE COMPLETE IN EVERY RESPECT AND SHALL CLEARLY INDICATE EQUIPMENT WATER-BASED LATEX PLANT. IRRIGATION WOO WALL CLEANOUT Q \, 2. NPS 1 AND SMALLER MAY BE CORRUGATED STAINLESS STEEL TUBING SYSTEMS. OUTER'�'DEPTH OF THE ANNULAR SPACE WITH SEALER. B. DAMAGE AND TOUCHUP: REPAIR MARRED AND DAMAGED FACTORY-PAINTED FINISHES WITH MATERIALS AND IRK a FEATURES,DIMENSIONS,WEIGHTS,PERFORMANCE CHARACTERISTICS,AND EQUIPMENT PERFORMANCE AND a. DESCRIPTION: COMPLY WITH AGA LC 1 AND INCLUDE THE FOLLOWING: J. PENETRATIONS ARE PROHIBITED IN ANY STRUCTURAL MEMBERS(EXCEPT WHERE NOTED IN DRAWINGS) PROCEDURES TO MATCH ORIGINAL FACTORY FINISH. PERFORMANCEROJECLEV CALCULATIONS SHALL O BE ADJUSTED AT INDICATE ACTUAL EQUIPMENT MODEL OR SIZE AT TIME WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. OBTAIN APPROVAL FOR OTHER FRAMED OPENINGS SHEET INDEX g PROJECT ELEVATION. LITERATURE OR DRAWINGS THAT DESCRIBE MORE THAN ONE MODEL OR SIZE OF 1) TUBING CORRUGATED STAINLESS STEEL WITH PLASTIC JACKET OR COATING. A APANELS EQUIPMENT SHALL BE MARKED WITH ARROWS OR OTHERWISE CLEARLY INSCRIBED TO IDENTIFY THE ACTUAL WHICH MAY U REQUIRED IN ADDITION TO THOSE SHOWN ON DRAWINGS. PAY ALL COSTS FOR 2) FfLTINGS: COPPER AIlOY WITH ENDS MADE TO FIT CORRUGATED TUBING. INCLUDE ADDITIONAL CUTTING OF HOLES AS THE RESULT OF INCORRECT LOCATION OF SLEEVES OR FURNISHING A ARCHITECTURAL ACCESS DOORS OR PANELS: COORDINATE REQUIREMENTS FOR ACCESS PANELS AND AR/' Z� EQUIPMENT THAT WILL BE FURNISHED. ALL OPTIONS AND SPECIAL PARTS OF FEATURES SHALL ALSO BE ENDS WITH THREADS ACCORDING TO ASME B1.20.1 IF CONNECTION TO THREADED INCORRECT INFORMATION AS TO THE REQUIREMENTS OF FRAMED OPENINGS DOORS WHERE MECHANICAL ITEMS REQUIRING ACCESS ARE CONCEALED BEHIND FINISHED SURFACES. THIS pO.0 PLUMBING COVER SHEET m99TF DIP , CLEARLY DENTIFlED. ALL SUBMITTED MATERIALS MUST BE CLEAR,COAIPLLTE,AND LEGIBLE. ALL PIPE OR FITTINGS IS REQUIRED. K. FIRE-RATED ASSEMBLY PENETRATIONS: CONTRACTOR SHALL PROVIDE ACCESS PANELS OR DOORS OF SUFFICIENT SIZE TO ALLOW ACCESS TO HIS p0.1 PLUMBING CALCULATIONS /1N SUBMITTALS OF THIS SCOPE MUST BE SUBMITTED AT ONE TIME;MULTIPLE AND VARIED SUBMITTALS WILL WORK THAT REQUIRES ACCESS FOR MAINTENANCE OR INSPECTION. M HERB BE REJECTED. 3) STRIKER PLATES: STEEL,DESIGNED TO PROTECT TUBING FROM PENETRATIONS. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY PROTECTING ANY PENETRATION OF A FIRE P2.1 PLUMBING WASTE&VENT-OFFICE/RESIDENCE B. SUBMITTALS FOR ALL EQUIPMENT SHALL BE ROUTED THROUGH AND RENEWED BY THE CONTRACTOR. THE 4) MANIFOLDS: MALLEABLE IRON OR STEEL WITH PROTECTIVE COATING. INCLUDE RATED ASSEMBLY. FIRE SEAL,CAULKING,AND APPURTENANCES SHALL BE UL LISTED FOR THE 3.7 CLEANING. TESTING AND BALANCING P2.2 PLUMBING WATER&CAS-OFFICE/RESIDENCE 3-7-2019 CONTRACTOR SHALL CHECK ALL SUBMITTALS FOR ADEQUATE IDENTIFICATION,CORRECTNESS,AND THREADED CONNECTIONS ACCORDING TO ASME B1.20.1 FOR PIPE INLET AND ASSEMBLY RATING IT IS APPLIED TO AND SHALL BE INSTALLED PER THE MANUFACTURERS WRITTEN A CLEAN INTERIOR OF PIPING. REMOVE DIRT AND DEBRIS AS WORK PROGRESSES. P2.3 PLUMBING WATER&GAS-BLDG G COMPLLWCE'MTH CONTRACT DRAWINGS AND SPECIFICATIONS AND APPLY A STAMP OF APPROVAL FOR INSIRUC110N5. ALL SUCH MATERIALS SHALL MEET STALE,LOCAL,AND AUTHORITIES CODES AND CORRUGATED TUBING OIJRElS. B. CLEAN AND DISINFECT POTABLE DOMESTIC USING PURGING PAID DISINFECTING PROCEDURES PRESCRIBED P3.0 PLUMBING SCHEDULES SUBMITTALS THAT ARE REWIRED TO BE REVIEWED BY THE ENGINEER,A DIGITAL COPY SHALL BE b. ACCEPTABLE MANUFACTURERS:OMEGAFLEX,INC.,TITEFlDL CORP.,TRU-FIDE METAL HOSE STANDARDS. BY AUTHORITIES HAVING JURISDICTION OR,IF METHODS ARE NOT PRESCRIBED,PROCEDURES DESCRIBED IN P4.0 PLUMBING DETAILS FORWARDED FOR RENEW AFTER REVIEW AND APPROVAL BY THE CONTRACTOR. THESE SHALL BE CORP.,WARD INDUSTRIES,INC. 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL FIRE RATED ASSEMBLY LOCATIONS AND RATINGS. ETHER AWWA C651 OR AWWA C652 OR AS DESCRIBED BELOW: RETURNED AND SK411 BE REVISED AND RESUBMITTED UNTIL ACCEPTED BY THE ENGINEER. PROVIDE L SEISMIC RESIRNNT: 1. FLUSH PIPING SYSTEM WITH CLEAN,POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT LIJ GENERAL PLUMBING NOTES PRODUCT DATA FOR EACH PIECE OF EQUIPMENT/COMPONENT LISTED BELOW: G. INDIRECT WASTE PIPING SHALL BE ANY OF THE FOLLOWING: 1. THE CONTACTOR SHALL PROVIDE PROPER MECHANICAL SEISMIC RESTRAINTS FOR ALL INSTALLED OUTLETS. 1. FLOOR AID ROOF DRAINS,FLOOR SINKS,CLEANOUIS. 1. SOLID WALL PVC PIPE PER ASTMD 2665,SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC ITEMS INCLUDING,BUT NOT UNITED TO,DUCTS,PIPING,EQUIPMENT AND ACCESSORIES.THE 2. FILL SYSTEM OR PART THEREOF WITH WATER/CHLORINE SOLUTION WITH AT LEAST 50 PPM OF (RE:ALL PLUMBING SHEETS) LLJ 2. ALL PLUMBING FIXTURES AND ACCESSORIES. SOCKET FITTINGS,AND SOLVENT-CEMENTED JOINTS. CONTRACTOR SHALL PROVIDE SEISMIC RESTRAINTS AS LISTED BY THE CODES USED BY THE AHJ OR CHLORINE. OR WITH VALVES AND ALLOW TO STAND FOR 24 HOURS. 2 3. PUMPS. 2. HARD COPPER TUBE CONFORMING TO ASAP B-88,TYPE M WATER MBE,DRAWN AND AS SHOWN ON THE DRAWINGS(WHICHEVER IS MORE STRINGENT). 3. FLUSH SYSTEM WITH CLEAN,POTABLE WATER UNTIL NO CHLORINE IS IN WATER COMING FROM SYSTEM G1 COORDINATE LOCATION OF VENTS THROUGH ROOF TO MAINTAIN 10'CLEARANCE FROM OUTSIDE AIR INTAKES. y 4. WATER HEATERS. TEMPER;COPPER PRESSURE FIRINGS PER ASME B16.18;AND ALLOY SN95 SOLDER WITH 3.3 PLUMBING SYST MS INSTALLATION AFTER THE STANDING TIME. G2 SITE UTUTES: THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING SERVICES. 5. VALVES AND PIPE ACCESSORIES. WATER SOLUBLE FLUX. A INSTALL SOIL AND WASTE DRAINAGE AND VENT PIPING AT THE FOLLOWING MINIMUM SLOPES,UNLESS C. TEST DOMESTIC WATER PIPING AS FOLLOWS: COORDINATE WORK WITH THE SITE UTIUTIES CONTRACTOR TO ENSURE PROPER INVERT ELEVATION,PIPE SLOPE 6. PIPE INSULATION AND LOCATIONS. H. VALVES AND PLUMBING SPECIALTIES: OTHERWISE INDICATED: 1. FILL DOMESTIC WATER PIPING. CHECK COMPONENTS TO DETERMINE THAT THEY ARE NOT AIR BOUND GRADIENT,PIPE SIZE AND SEPARATION WITHIN TRENCH WORK. NOTIFY ARCHITECT OR ENGINEER OF ANY C. APPROVED MANUFACTURERS,WHICH MAY SUBMIT EQUAL PRODUCT TO THOSE SPECIFIED,ARE LISTED IN 1. ACCEPTABLE MANUFACTURERS: WATTS,APOLLO,RED&WHITE,NIBCO,MILWAUKEE, 1. BUILDING SANITARY DRAIN: 2 PERCENT DOWNWARD IN DIRECTION OF FLOW FOR PIPING NPS 4 AND AND THAT PIPING IS FULL OF WATER. DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS. Of THE EQUIPMENT SCHEDULES. ANY SUBMITTAL FOR CONSIDERATION AS AN EQUAL TO THAT SCHEDULED ARMSTRONG SMALLER;1 PERCENT DOWNWARD IN DIRECTION OF FLOW FOR PIPING NPS 5 AND LARGER. 2. LEAVE NEW,ALTERED,EXTENDED,OR REPLACED DOMESTIC WATER PIPING UNCOVERED AND W MUST CONTAIN ALL INFORMATION REQUIRED TO EVALUATE THIS CLAIM. MANUFACTURERS NOT USTED AS 2. GENERAL USE VALVES: 2. HORIZONTAL SANITARY DRAINAGE PIPING: 2 PERCENT DOWNWARD IN DIRECTION OF FLOW. UNCONCEALED UNTIL IT HAS BEEN TESTED AND APPROVED. EXPOSE WORK THAT WAS COVERED OR G3 CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE ITEMS(VALVES,CLIANOUTS,COILS,ETC.)SO THAT THE CEILING EQUAL MUST SUBMIT IN WRITING FOR RENEW FIVE DAYS PRIOR TO BID CLOSING. CONTRACTOR IS CONCEALED BEFORE IT WAS TESTED. SUBWNIRACTOR MAY KNOW WHERE TO INSrAlL ACCESS-TYPE PANELS SHOULD ALIFT-UP TYPE CEILING NOT RESPONSIBLE TO ASSURE ANY SUBSTITUTED TEN NEES ALL PHYSICAL AND PERFORMANCE e. HALL VALVE(FULL PORT THRU 3' -WATTS FRVS-1 SERIES 3. VENT PIPING: 1 PERCENT DOWN TOWARD VERTICAL FIXTURE VENT OR TOWARD VENT STACK. BE INSTALLED. THIS CONTRACTOR SHAH PROVIDE ACCESS PANELS FOR HIS WORK W81S5 SPECIFICALLY B. INSTAL PIPING IN CONCEALED LOCATIONS,UNLESS OTHERWISE INDICATED AND EXCEPT IN EQUIPMENT 3. CAP AND SUBJECT PIPING TO STATIC WATER PRESSURE OF 50 PSIG ABOVE OPERATING PRESSURE, REQUIREMENTS AS INTENDED IN THE DESIGN DOCUMENTS. b. GATE VALVE(THRU 4'�-WATTS WGV-1 SERIES WITH EXCEEDING PRESSURE RATING OF PIPING SYSKM MATERIALS. ISOLATE TEST SOURCE AND NOTED ON THE DRAWINGS. ARCHITECT SHALL APPROVE LOCATIONS OF ACCESS PANELS PRIOR TO O D. APPROVAL OF SUBMTTAS BY THE ENGINEER SHALL NOT RELIEVE THE CONTACTOR FROM RESPONSIBILTY ROOMS AND SERVICE AREAS. INSTALLATION. C. GAS(THRU 17-WATTS GBV SERIES N1OW TO STAND FOR FOUR HOURS. LEAKS AND LOSS IN TEST PRESSURE CONSTRUEE DEFECTS FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS,NOR SHALL IT RELIEVE HIM FROM RESPONSIBILITY C. INSM11 DOMESTIC WATER PIPING LEVEL WITH 0.25 PERCENT SLOPE DOWNWARD TOWARD GRAN. THAT MUST BE REPAIRED. FOR ERRORS IN SHOP DRAWINGS OR OTHER SUBMITTAL LITERATURE d. GLOBE(THRU 21-WATTS GLV SERIES D. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE TIME BUILDING TO ENSURE CONNECTION AT INVERT G4 PROVIDE ALL NECESSARY FlASHING,SEALING,EC.TO MAINTAIN THE WATERPROOF INTEGRITY OF THE BUILDING f , E CONTRACTOR PEAS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTMIONS WITH ALL OTHER DISCIPLINES. e. CHECK(THRU 31-WATTS WCV-2 SERIES ELEVATION NOTED ON DRAWINGS. MAINTAIN NOT LESS THAN 48'OF COVER OVER WATER PIPING,36' 4. REPAIR LEAKS PAID DEFECTS WITH NEW MATERIALS AND RETEST PIPING OR PORTION THEREOF UNTIL AS REQUIRED BY THE INSTALLATION OR REMOVAL OF TAMS AS REQUIRED BY THIS SCOPE OF WORK. V EQUIPMENT OF GREATER POWER,DIMENSIONS,CAPACITIES,AND RATINGS MAY BE FURNISHED PRDVIDED f. STRAINER(THRU 2 WATTS S777SI SERIES OVER WASTE PIPING. SATISFACTORY RESULTS ARE OBTAINED. [TM �)- 0. LEST SANITARY DRAINAGE AND VENT PIPING ACCORDING TO PROCEDURES OF AUTHORITIES HAVING G5 ALL PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMMODATE WORK OF THIS SECTION MUST BE /E"W SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING MECHANICAL AND ELECTRICAL E INS BURIED BUILDING DRAINAGE AND STORM PIPING BEGINNING AT LOW POINT OF EACH INVERT. v SERVICES,CIRCUIT BRW(ERS,CONDOR,MOTORS,BIASES,AND EQUIPMENT SPACES ARE INCREASED. NO 9• BALANCE(THRU 3'-WAIFS CSM-61-M1 SERIES INSTALL TRUE TO GRADES AND ALIGNMENT INDICATED,WITH UNBROKEN CONTINUITY OF INVERT. PLACE JURISDICTION OR,IN ABSENCE OF PUBLISHED PROCEDURES,AS FOLLOWS: SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALING METHOD. ADDT10NA1 COSTS WILL BE ACCEPTED FOR THESE INCREASES,IF EDGER EQUIPMENT IS PROVIDED. IF h. BUTTERFLY(3'AND LARGER)- HUB ENDS OF PIPING UPSTREAM. INSTALL REWIRED GASI(ETS ACCORDING TO MARUFACTURER'S WRRTM 1. ROUGHING-IN PLUMBING TEST PROCEDURE: TEST DRAINAGE AND VENT PIPING,EXCEPT OUTSIDE MINIMUM ENERGY RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE SPECIFIEDAND ,THE EQUIPMENT MUST 3. WATER HAMMER ARRESTERS SIOUX CHIEF,PPP,SMITH: METAL.BELLOWS OR COPPER TUBE INSTRUCTIONS FOR USE OF LUBRICANTS,CEMENTS,AND OTHER INSTALLATION REQUIREMENTS. NANTNN LEADERS,ON COMPLETION OF ROUGHING-IN. CLOSE OPENINGS IN PIPING SYSTEM AND FILL WITH G6 PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF THIS WORK. COORDINATE ALL z MEET THE OESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. WITH PISTON PER RESTASSE 1010 OR PDI-WH 2O1. PROVIDE ACCESS PANELS R REQUIRED. SWAB IN PIPING AND PULL PAST EACH JOINT NT COMPLETED. WATER TO POINT OF OVERFLOW,BUT NOT LESS THAN 10-FOOT HEAD OF WATER. FROM 15 MINUTES BLOCKING,SUPPORT,EC.NECESSARY FOR THE INSTALLATION OF THIS WORK WITH THE GENERAL CONTRACTOR. E. F. MAKE CHANGES IN DIRECTION FOR SOIL,WASTE,AND STORM DRAINAGE AND VENT PIPING USING BEFORE INSPECTION STEAKS TO COMPLETION OF INSPECTION,WATER LEVEL MUST NOT DROP. W I. DIELECTRIC FIL11NG5 INSPECT JOINTS FOR LEAKS. G7 THE RESPECTIVE SUB-CONTRACTOR,AT HIS EXPENSE,SHALL OBTAIN ALL PERMITS AND FEES REQUIRED FOR A DELIVER PRODUCTS TO THE PROJECT PROPERLY IDENTIFIED WITH NAMES,MODEL NUMBERS,TYPES, 1. COMBINATION FITTING OF COPPER ALLOY AND FERROUS MATERIALS WITH THREADED, APPROPRIATE BRANCHES,BENDS,AND LONG-SWEEP BENDS. SANITARY TEES AND SHORT-SWEEP 1/4 2. FINISHED PLUMBING TEST PROCEDURE: AFTER PLUMBING FIXTURES HAVE BEEN SET AND TRAPS THIS SCOPE OF WORK ON THIS PROJECT. THE SUB-CONTRACTORS SHALL ALSO SCHEDULE ALL REQUIRED GRADES,COMPUANCE LABELS,AND OTHER INFORMATION NEEDED FOR IDENTIFICATION. SOLDER-JOINT,PLAIN,OR WELD-NECK END CONNECTIONS THAT MATCH PIPING SYSTEM BENDS MAY BE USED ON VERTICAL STACKS IF CHANGE IN DIRECTION OF FLOW IS FROM HORIZONTAL TO FILLED WITH WATER,TEST CONNECTIONS AND PROVE THEY ARE GASTIGHT AND WATERTIGHT. PLUG INSPECTIONS AND OBTAIN CERTIFICATES FOR HIS WORK,AT HIS EXPENSE. C B. ALL MECHANICAL EQUIPMENT AND MATERIAL ITEMS SHALL BE PROTECTED FROM WEATHER AND VMDALSM MATERIALS. VERTICAL. USE LONG-TURN,DOUBLE Y-BRANCH AND 1/8-BEND FITTINGS IF 2 FIXTURES ARE INSTALLED VENT-STACK OPENINGS ON ROOF AND BUILDING DRAINS WHERE THEY LEAVE BUILDING. INTRODUCE G PRIOR TO ACTUAL INSTALLATION. FAN WHEELS,PUMPS AND OTHER ROTATING MACHINERY SHALL BE BACK TO BACK OR SIDE BY SIDE WITH COMMON DRAIN PIPE. STRAIGHT TEES,ELBOWS,AND CROSSES AIR INTO PIPING SYSTEM EQUAL TO PRESSURE OF 1-INCH WG. USE U-TUBE OR MANOMETER G8 CONTRACTOR HAS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTITUTIONS WITH ALL OTHER DISCIPLINES. PERIODICALLY ROTATED DURING STORAGE. ANY FACTORY PAINTED EQUIPMENT SCRATCHED OR MARRED 2. DIELECTRIC UNIONS: FACTORY-FABRICATED,UNION ASSEMBLY,FOR 250-PSIG MINIMUM MAY BE USED ON VENT ONES. 00 NOT CHANGE OIRECIION OF FLOW MORE THAN 90 DEGREES. USE INSERTED IN TRAP OF WATER CLOSET TO MEASURE THIS PRESSURE. AR PRESSURE MUST RERAN EQUIPMENT OF GREATER POWER,DIMENSIONS,CAPACITIES,AND RATINGS MAY BE FURNISHED PROVIDED SUCH DURING SHIPMENT OR CONSTRUCTION SHALL BE RESTORED 70 ORIGINAL,'NEWP CONDITION. THIS WORKING PRESSURE AT 180 DEG F. PROPER SIZE OF STANDARD INCREASERS AND REDUCERS IF PIPES OF DIFFERENT SIZES ARE CONNECTED. CONSTANT WITHOUT INTRODUCING ADDITIONAL AIR THROUGHOUT PERIOD OF INSPECTION. INSPECT PROPOSED EQUIPMENT HAS BEEN SUBMITTED FOR REVIEW,IN WRITING AND CONNECTING MECHANICAL AND J INCLUDES COMPLETE REPAINTING OF THE EQUIPMENT IF NECESSARY TO PROVIDE EXACT PAINT MATCH. 3. DIELECTRIC COUPLINGS: GALVANIZED-STEEL COUPLING WITH INERT AND NON-CORROSIVE, REDUCING SIZE OF DRAINAGE PIPING IN DIRECTION OF FLOW IS PROHIBITED. PLUMBING FIXTURE CONNECTIONS FOR GAS AND WATER LEANS. ELECTRICAL SERVICES,CIRCUIT BREAKERS,CONDUIT,MOTORS,BASES,AND EQUIPMENT SPACES ARE ADJUSTED C. CONTRACTOR IS RESPONSIBLE FOR RECEIVING AND OFFLOADING EQUIPMENT OF HIS SCOPE IMMEDIATELY THERMOPLASTIC LINING;THREADED ENDS;AND 300-PSIG MINIMUM WORKING PRESSURE AT G. INSTALL CLFANOUIS AT GRADE WHERE BUILDING STORM DRAINS EXIT THE BUILDING. CLEANOUTS ARE APPROPRIATELY. NO ADDITIONAL COSTS WILL BE APPROVED FOR THESE INCREASES,IF LARGER EQUIPMENT IS /'1 UPON RECEIPT,CONTRACTOR SHALL INSPECT ALL EQUIPMENT AND MATERIAL FOR SHIPPING DAMAGE AND 225'F. SPECIFIED ON PLUMBING SCHEDULE E PERFORM TESTING AND BALANCING PROCEDURES ON EACH SYSTEM ACCORDING TO THE PROCEDURES PROPOSED. IF MINIMUM ENERGY RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE SPECIFIED,THE M CONTAINED IN NEBB'S'PROCEDURAL STANDARDS FOR TESTING,ADJUSTING,AND BALANCING OF EQUIPMENT MUST MEET THE DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. CONTRACTOR IS REPLACE ANY DEFECTIVE TEAS AT NO INCREASE TO CONTRACT AMOUNT. CONSTRUCTIONH. INSTAL CAST-IRON SOIL PIPING ACCORDING TO CISPI'S'CAST IRON SOIL PIPE AND FTTNGS HARDBCOK; ENVIRONMENTAL SMMS". SOLELY RESPONSIBLE FOR SUBSMUTED EQUIPMENT MEETING THE INTENT OF THE ORIGINAL DESIGNED THECONTENTOFTHISD-NGYSTYR: 1.6 SEQUENCING AND SCHEMING A SOLDERED JOINTS: USE ASTMB 813,WATER-FLUSHABLE,LEAD-FREE FLUX;ASTMB 32. CHAPTER IV,INSTALLATION OF CAST IRON SOIL PIPE AND FITTINGS.' F. PREPARE TEST REPORTS WITH PERTINENT DESIGN DATA AND NUMBER IN SEQUENCE STATING AT PUMP EQUIPMENT IN ALL ASPECTS. excEUSrvE PROPERTx OF mAxwEu. A COORDINATE PLUMBING EQUIPMENT INSTALLATION WITH OTHER BUILDING COMPONENTS PRIOR TO ORDERING LEAD-FREE-ALLOY SOLDER;AND ASTMB 828 PROCEDURE,UNLESS OTHERWISE INDICATED. I. CONNECT SOIL AND WASTE PIPING TO EXTERIOR SANITARY SEWERAGE PIPING. USE TRANSITION FITTING TO MD OF SYSTEM. CHECK THE SUM OF BRANCH-CIRCUIT FLOWS AGAINST APPROVED PUMP FLOW sreucrtmAEDESYGN ST1rocoA.D OR FABRICATION OF ADJOINING WORK. TO JOIN DISSIMILAR PIPING MATERIALS. RATE. CORRECT VARIATIONS THAT EXCEED PLUS OR MINUS 5 PERCENT. MOTecrEDUNDERFEDESAE COPVRIGHr B. BRAZING FILLER METALS: AWS A5.8,SCUP SERIES,COPPER-PHOSPHORUS ALLOYS FOR LAWS.ANYUNAUTHORIZED B. COORDINATE THE INSTALLATION OF REQUIRED SUPPORITNG DEVICES AND SET SLEEVES IN GENERAL-DUKE'BRAZING,UNLESS OTHERWISE INDICATED;AND AWS ASA,BAG1,SILVER ALLOY J. DO NOT ENCLOSE,COVER,OR PUT PIPING INTO OPERATION UNTIL IT IS INSPECTED AND APPROVED BY G9 PROVIDE A COMMISSIONING PLAN DEVELOPED BY A REGISTERED DESIGN PROFESSIONAL OR APPROVED AGENCY EFROD-ONORUSEOFTHESE POURED-IN-PUCE CONCRETE AND OTHER STRUCTURAL COMPONENTS AS THEY ARE CONSTRUCTED. AUTHORITIES HAVING JURISDICTION. AS/WHERE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. DRAWRvusmwem.RORm�FAR S ARRANGE FOR CHASES,SLOTS,AND OPENINGS IN BUILDING STRUCTURE DURING PROGRESS OF FOR REFRIGERANT PIPING,UNLESS OTHERWISE INDICATED. A WHERE REQUIRED,CONTRACTOR SHALL FURNISH A COMBINATION STARTER SIZED IN ACCORDANCE WITH PROHIBITED VNTHOUT PRIOR WRITTEN C. EXTRUDED-TEE CONNECTIONS: FORM TEE IN COPPER TUBE ACCORDING TO ASTM F 2014. USE K. INSTALL WATER HAMMER ARRESTERS IN WATER PIPING ACCORDING TO PDI-WH 2O1. THE MOTOR RATING. STARTER SHALL BE SUPPLIED WITH FUSES OR CIRCUIT BREAKERS,CONTROL cONSENTRYMAxwecc STRucr_ CONSTRUCTION R NATEALLO FOR MECHANICAL INSTALLATIONS O TOOL DESIGNED FOR COPPER TUBE;DRILL PILOT HOLE,FORM COLLAR FOR OURET,DIMPLE L INSTALL AIR VENTS AT HIGH POINTS OF WATER PIPING. TRANSFORMER,OVERLOADS,ONE N.O.AND ONE N.C.AUXILIARY'CONTACTS,AND AN HOA SWITCH IN THE DES-S-10,PEEc. C. SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND EQUIPMENT FOR TUBE TO FORM SEATING STOP,AND BRAZE BRANCH TUBE INTO COLLAR. M. INSTALL VENT PIPING FOR GAS PRESSURE REGULATORS AND GAS TRAINS,EXTEND OUTSIDE BUILDING, CABINET COVER. STARTER ENCLOSURE SHALL BE NMA RATED FOR ITS LOCATION. SORTER SHALL BE EFFICIENT Fl_ON'OF THE WORK. COORDINATE INSTALLATION OF DIRGE EQUIPMENT REQUIRING POSITIONING AND VENT TO ATMOSPHERE. TERMINATE VENTS WITH TURNED-DOWN,REDUCING-ELBOW FITTINGS WITH WIRED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. PRIOR TO CLOSING IN THE BUILDING. D. SOLVENT CEMENTS FOR JOINING PLASTIC PIPING: CORROSION-RESISTANT INSECT SCREENS IN LARGE END. B. CONTRACTOR SHALL PROVIDE A COMPLETE CONTROL SYSTEM TO OPERATE THE EQUIPMENT AS DESCRIBED D. COORDINATE CONNECTION OF MECHANICAL SYSTEMS WITH EXTERIOR UNDERGROUND AND OVERHEAD 1. ABS PIPING: ASTMD 2235. IN THESE DOCUMENTS. SYSTEM SHALL INCLUDE THERMOSTATS,LOW VOLTAGE WIRING,TRANSFORMERS, UTILITIES AND SERVICES. COMPLY WITH REQUIREMENTS OF GOVERNING REGULATIONS,FRANCHISED SERVICE 2. CPVC PIPING: ASTM F 493. AND ASSOCIATED APPURTENANCES REQUIRED TO MEET THE INTENT OF THESE DOCUMENTS. COMPANIES,AND CONTROWNG AGENCIES. COORDINATE CONNECTION OF ELECTRICAL SERVICES. ER ACCORDING TO ASTM F 656. E. PROVIDE IDENTIFlCAIION OF A 3. PVC PIPING: ASTM D 2564. INCLUDE PRIM L EQUIPMENT. COORDINATE INSTALLATION OF IDENTIFYING DEVICES AFTER E. PVC TO ALBS PIPING TRANSITION: ASAP 0 313B.RIM CM PILOTING COVERING AND PAINTING WHERE DEVICES ARE APPLIED TO SURFACES. INSTALL IDENTIFYINGD C ENGINEERING DEVICES PRIOR TO INSTALLING ACOUSTICAL CEILINGS AND SIMILAR CONCEALMENT. Careful listening.Dynamic solutions. www.dcongineering.net JOB S E PL SM 208.288.2181 Project:18EAST01 Plan must be on lob Site 0 r all inspections ISSUE DATE PERMIT SET: FEBRUARY 15,2019 WASTE CALCULATIONS(Based on 2012 UPC Code) WATER CALCULATIONS(Based on 2015 UPC Code,Table A 103.1) (project name,number,and date) CODE FIXTURE UNITS PER FIXTURE Eastland Storage-new fixtures-phase 1 CODE FIXTURE UNITS PER FIXTURE(COLD WATER) WASTE CALC It OF MIN. PRIVATE PUBLIC ASSEMBLY TOTAL WATER CALC #OF MIN. PRIVATE PUBLIC ASSEMBLY TOTAL FIXTURES TRAP& FIXTURE FOOURES FIXTURE FIXTURE TRAP UNITS BRANCH UNITS ARM PIPE SIZE SIZE FIXTURE FIXTURE bar sink pdwte 2.0 1-112" 1.0 2.0 public 0.0 1-1/2" 2.0 0.0 Clothes Washer pdwte 1.0 1/2" 4.0 4.0 public 0.0 4.0 0.0 dishwasher,domestic,with independent drain pdwte 0.0 1-1/2" 2.0 0.6 hose bibb pdwte 1.0 112" 2.5 2.5 public 1.0 1-1/2' 2.0 2.0 public 0.0 2.5 0.0 O lawtory,single pdwte 1.0 1-114" 1.0 1.2 additional hose bibb pdwte 0.0 112" 1.0 0.0 ^r^ public 0.0 1-1/4" 1.0 0.0 2 public 1.0 1.0 1.0 assembly 0.01-11'r 1.0 0.0 lawtory private 0.0 1/2" 1.0 0.0 � 0 lawtory,in sets of two or three pmeete 0.0 1-112" 2.0 0.0 public 2.01-1/2" 2.0 4.0 public 1.0 1.0 1.0 ^ assembly 0.0 1.0 0.0 assembly 0.0 1-112" 2.0 0.0 Sinks:bar privets, 1.0 1/2" 1.0 1.0 -J mop basin,3"trap public 1.0 3" 3.0 3.0 public 0.0 2.0 0.0 J receptor,indirect waste,1-1/2"trap public 0.0 1-1/2" 0.0 0.0 Sinks:senice or mop basin privets, 1.0 112" 1.5 1.5 lT 1/11 Q receptor,Indirect waste,2"trap public 0.0 2" 0.0 0.6 public 0.0 3.0 0.0 _± LL receptor,indirect waste,3"trap public 2.0 3" 3.0 8.0 •bathroom group(1.6 GPF grainy tank or pressure 1/2 bath or W z tank water closet) powder room 0.0 3.5 0.0 _ sink,commercial,1-1/Z'trap an,w/food waste public 1.0 1-1/2" 3.0 3.0 1 bath 1.0 5 5.0 urinal,greater than 1.0 gpf public 2.0 2" 2.0 4.0 1 1/2 bath 0.0 6 0.0 assembly 0.0 2" 6.0 0.0 2 bath 0. 7 0.0 v 1 water closet,1.6 gpf flushometer wlw pdwte 1.0 3" 3.0 3.0 2 1/2 bath 0. 8 0.0 �!! public 3.0 3" 4.0 12.0 3 bath 0. 9 0.0 M assembly 0.0 3" 6.0 0.0 each additional 1 1/2 bath 0. 0.5 0.0 *Bathroom groups based on Table L-2 Appendix L TOTAL each additional FIXTURE bath 0. 1 0.0 II--11 Q UNITS 40.0 'kitchen group(sink&dishwasher) pdwte 1. 2.0 2.0 Z EXITING water closet,1.6 gpf grauty tank pdwte 1. 1/2" 2.5 2.5 WASTE SIZE 4„ public 1. 2.5 2.5 WASTE MAIN SIZES(1/4"PER FOOT) assembly 0. 3.5 0.0 I_ max units SIZE 2" 3" 1 4" 1 8" S. 'Bathroom groups based on Table C 303.1(1) TOTAL wrtical 18 48 258 1380 3600 FIXTURE 23.0 W horizontal 8 35 216 720 2640 UNITS GPM 16 max length INCOMING 0 vertical 86 212' 30(Y 510' 750' LINE SITE horizontal unlimited unlimited I unlimited I unlimited unlimited STREET PRESSURE 42 PSI N LOSS THROUGH METER 5 PSI w LOSS THROUGH BACKFLOW 10 PSI WASTE MAIN SIZES(1/8"PER FOOT) PRESSURE AT BUILDING 27 Psi max units SIZE 2"• 3"' 4" 8" 8" PRESSURE AFTER ANY REQUIRED BOOSTING 27 PSI vertical 16 48 256 1380 3600 HIGHEST horizontal 8 35 172. 5576 2112 FIX IN FT 1 8 PSI PIPE LENGTH 70 L.F. max length FITTING LOSS 15 % wrtical 86 212' 300 510' 750' PIPE LENGTH WITH FfTTNG LOSS 81 EQ.FT. horizontal unlimited unlimited unlimited unlimited unlimited LOSS THROUGH WATER SOFTENER 0 PSI Pipe sizes smaller than 4"sloping less than 1/4"per foot require approval from local authority haWnc ludsdlcllon. ADDITIONAL LOSS 0 PSI �1ONAL REQUIRED PRESSURE FOR FARTHEST FIXTURE 8 PSI �� GENB � (20 psi fiushwlw,8 psi gretity) i REMAINING PRESSURE 11 PSI PSI/100 FT 2.01 NOTE:anticipated water meter size may wry as long as pressure loss through water meter do"not exceed 5 psi m��9 Pao 9i OF�� '4N4 AENB 3-7-2019 Fire Sprinkler Underground piping Signage ow lear space around connections: The underground fire sprinkler line must meet NFPA 24 and the City of Install an approved sign on the fire riser room door. g space of not less than 36 inches in width, Twin Falls standards. The inspection and testing of the underground s in depth and 78 inches in height shall be fire sprinkler line shall be overseen by the Twin Falls Fire Marshall. FIRE SPRINKLER ed in front of and to the sides of wall fire department connections and around the RISER INSIDE rence of free standing fire department /� ons,except as otherwise require or approved v) c ief. ff 1n z Sprinkler System(s) V O Sprinkler system plans shall be sent to the State Fire Marshal Office z and designed in accordance with current NFPA 13 standards. If the riser room in inaccessible(does not have a door 912.2.1 Visible location: to the outside a post indicator valve or wall post Idaho State Fire Marshal ) P 700 West State Street,3rd Floor Fire Department connections shall be located on the indicator valve will be required. Boise,Idaho 83720 street side of the building,fully visible and recognizable J Plans shall meet current IFC,NFPA 13 and Idaho State plumbing from the street or nearest point of fire department vehicle codes,and be approved prior to installation. access or as otherwise approved by the fire chief. Signage J Install an approved sign on the fire department connection. wtrees, ss: U access to fire department connections shall be FDC at all times and without obstruction by fences, es,walls or any other fixed or movable object. ire department connections shall be approved by the THE CONTENT OP THIS DRAWING MTHE GXCLUSI VE PROPERTY OF MAXWELL TRUCr'[BUL DESIGN STUDIO AND ARE PROTECTED UNDER OMEDL COPYRIGHT W WS.ANYUNA OR ESE O EPRODUC N ORUSEOFTHESE WINGS IN WHOLE OR IN PART IS PROHBITED 4NTHOUT PRIOR WREPEEA CONSENT BY MAXIM1'ELL STRUCEURAI. �� ES[GN 9TUD[O.PLLG M DC ENGINEERING Careful listening.Dynamic solutions. www.dcongineering.net JO S E PL SM 208.288.2181 Project:18EAST01 Plan must be on Job Site or all inspections ISSUE DATE PERMIT SET: FEBRUARY 15,2019 GENERAL NOTES: G1 CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. G2 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. KEYED NOTES: 1. ROUTE OVERHEAD. 2. ROUTE UNDER SLAB/GRADE. '•$('�/~ O 3. UP IN WALL. w 16 17 16 4"SS-CIVIL17 4. ROUTE DOWN TO FIXTURE OR EQUIPMENT. Q 5. ROUTE TO FLOOR ABOVE. 6. ROUTE THROUGH JOISTS UNDER FLOOR. J — -------------------------------- - — A 7. ROUTE 3/4"CONDENSATE LINE TO FLOOR DRAIN. r n Q 8. PROVIDE AND INSTALL A RUE FOR THE GAS FURNACE PER MANUFACTURERS LL lyl 3 INSTRUCTIONS. z _ 15 9. ROUTE 3/4"CONDENSATE LINE TO DRY WELL. Z 4 2.SS GF KITCHEN - /DINING 6 7 $ 9 Z z LIVING I\ ----- LOBBY e Q aaa _ d 4.0 < J i' TT w o ----- d CLOSET DESKrsRELves -7 BUILDING G STORAGE HALLWAY i -----i I _ BUILDINGA y RECEPTION �i ir--------� r r----- -----J I I I BATHROOM - - �_, - - - - - - wrsaew -----� DRVER ALKNN CLOBET D —L-� 2"V~ 2"SS — — 4"SS I 6 I I 5 -1 I 4.0 -- FD-1 RESTROONI ASO.M VTR - - - - - - - - - - - E 1 4.0 1 BEDROOM 02 ----- GF O L-2 BUILDING G 3-7-2019 I I I I q Wry 2 1 3 SS 2"SS 4.0 1 I BREAKISTOR*E r ri CLOSET W W RESIDENTIAL ENTRY > U ' - -- Z L-- - - I � --� I W F it - W 0 L — — — — — — — — — — — — — — — — - - - -�— J 15 16 17 Q ,Wr' C I I J UJ I I m m LL_ 6 7 8 9 0 3 PLUMBING WASTE&VENT-RESIDENCE 2 PLUMBING WASTE&VENT-OFFICE SCALE:1/4"= V-0" SCALE:1/4"=1'-O" NORTH NORTH 1 PLUMBING WASTE&VENT-BLDG G T"F"'NTEN`�F-"��F NG�T"E EXCLUSIVE PROPERTY OF MAXWELL SCALE:1/4"=1'-0" em�rrE�cre-2- H .--. NORTH L4WS.ANY UNAUTHORTLED ODUCFION OR USE OFTHESE WINGS IN4VHOLE OR IN PART IS PROHIBTTE"WITH011T PRIOR��'RI'I"I F.N CONSENT RY MAXWELL STRUCfI'R.I. -� ESIGN STUDIO,PLLC. 5 n . . . . . ,. . DC ENGINEERING `""s" Careful listening.Dynamic solutions. u www.dcongineering.net JOB S E P SE KEY PLAN 208.288.2181 Project:1 8EAST01 Plan must be on lob Site I or all inspections ISSUE DATE PERMIT SET: FEBRUARY 15,2019 GENERAL NOTES: G1 CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED EXISTING FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY 16 17 16 1"WATER METER-CIVIL 17 ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. G2 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND F———————————————————————— —————————— 1 GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 15 KEYED NOTES: 2 1. ROUTE OVERHEAD. GF _ _ _ _ _ _ _ _ _ B 2. ROUTE UNDER SLAB/GRADE. L$('�/~ O 3. UP IN WALL w Q S-1 10 4 40 4. ROUTE DOWN TO FIX JRE OR EQUIPMENT. 5. ROUTE TO FLOOR ABOVE. 0 Q __ \\I2 6. ROUTE THROUGH JOISTS UNDER FLOOR. (� '--I NG 3 GIF 7. SEE GAS DIAGRAM FOR SIZES,DETAIL 8 ON SHEET P4.0. T n KITCHEN - �rDINING �,/J 3 LIVING ,1U 4 40 LOBBY 8. SEE SHEET P2.3 FOR CONTINUATION. i,T z 1/2'CW _ - 9. SEE THIS SHEET DETAIL 3 FOR CONTINUATION. I� i' 6 I D 1 7 10. TO BUILDING D. Z 11. ROUTE CONDENSATE TO SERVICE SINK. r n i to 12. ROUTE NG FOR FUTURE.SEE DETAIL 3 FOR LOCATION FROM SOUTH WEST CORNER OF BUILDING D. i ON � � � ------------ 13. NEW GAS METER. 14. STUB GAS LINE FOR FUTURE PHASE.COORDINATE WITH GC AND OWNER ON Q CL SET DesRrsRELves - LOCATION. a 15. NG LINE FOR FUTURE EQUIPMENT.PROVIDE CONNECTION FOR FUTURE �7 STORAGE HALLWAY - __---i 7 RECEPTION REGULATOR AND FURNACE. Z L BUILDING A B HROOM 1 6 < Q — — WALK4N CLOSET ----JI 4.O — — — — — — — D J w sHew oavER L BT-1 -2 L-1 6 - ---- 5 3/4'HW&3/4'CW - -----J W � 3/4'CW ---- BP- r----� 3/4'H ---- 1 CW 6 ---- 13 �i - L 0 RESTROOM d © < V — — — BEDROOM 01 — — — — — BEDROOM 02 ------ -— GF 11 1 C O L-2 1 4 1 3/4'HW �II//p24�C11yy 7 4.0 4.0 AfOSTORAGE — 2'HW CLOSET RESIDENTIAL ENTRY 'T A i m n S2 r ===J =__ 10au L �\GENgF�i 1 4 --- a_ F B Ell E] NG NG _-- L_-- _-- _ F. - �o N 7 2 17 2L F— - - - - - - - - - - - - - — J 15 162 3-7-2019 12 10 '^ ___ L < LV 2 PLUMBING WATER&GAS-RESIDENCE 1 PLUMBING WATER&GAS-OFFICE -,n.J SCALE:1/4"= 1'-0" SCALE:1/4"= 1'-0" C45z NORTH NORTH [)!f W W 0 vJ LU i i i 7 / LLJ z U BUILDING D m LL z 7 — — — — — — — — — — — — — 3 PLUMBING GAS ROUTE—PHASE 2 CXCLUSNEROPERTY OP THEGG LTTGE"""DW WNG6THE P MAXWGLL S '— 1'-0" PRO IED UNUER FEDERAL COP R GH / NQTIT11 WWS.ANYUNAUTHORIZED 14 REPRODUCTION OR USE OF THESE OC DRAWINGS IN WHOLEDRI IS • — PROHIBITED WITHOUT PRIOR WRYITEN G NT DFO,PL C. 3TRUCFURAI. - � —� DESIGN STUDIO.PI.LC. -------------- . . . . . , . . DC ENGINEERING PLUMBING WATER&GAS—FUTURE 4 PLUMBING WATER&GAS—BLDG D `""s" Careful listening.Dynamic solutions. 5 SCALE:1/4"= 1'-0 SCALE:1/4"= 1'-0" www.dcengineering.net 10 LO E P s• NORTH NORTH Planust be on Job KEY PLAN 208.288.2181 Project:1 8EAST01 Sitell ins ections 1 2 3 4 5 6 7 8 ISSUE DATE PERMIT SET: FEBRUARY 15,2019 I I I I GENERAL NOTES: G1 CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. G2 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. I I KEYED NOTES: ■ 1. ROUTE OVERHEAD. I I I I I I I I I ' 2. ROUTE UNDER SLAB/GRADE. 3. UP IN WALL w 4. ROUTE DOWN TO FIXTURE OR EQUIPMENT. Q iL `--------J I r- -r Q 5. SEE GAS DIAGRAM FOR SIZES,DETAIL 8 ON SHEET P4.0. -------J L F 1 BUILDING G '�i W 6. FROM BUILDING A.SHEET P2.2. r '-J 4.0 Z t/! J x LL z I I it 'i it i i-----f----------------- I I I I I I I I I T L I I I J r i� I IV, L V! N 1 PLUMBING GAS- BLDG G SCALE:1/4'=1'-0" NORTH 9 10 11 12 13 14 Q�Q��BFF�fi A 4 m o B9'TF OF �'d RENa 3-7-2019 TYP. TYP. B ■ f E� ■ I I I I �nnJ z Q Q■ � � � � � � C m J W `--------J `--------J m _ J U) UI Q I THE CONTENT OPTH6 DRAWING IS'ITIL EXCLUSNE PROPERTY OF MAX STRUCHI DESIGN—.—ARE A ARP.E. I I PROTECTED UNDER FEDERAL COPYRI<;H'I I I I LAWS.ANY UNAUTHORTLED I I I I DRAWINGS IN WHOLE OR IN PART I.S CONSENT BY MAXWELL STRUCfIxI'll' I -� ESIGN STUDIO,PLLC. �- s 10 1 12' 13 � � n . . . . . ,: . DC ENGINEERING Careful listening.Dynamic solutions. IV 2 PLUMBING GAS-BLDG G u www.dcengineering.net Jo S E P -SE Plan must be on Job NORTH KEY PLAN 208.288.2181 Project:1 8EAST01 Site I or all ins ections ISSUE DATE PERMIT SET: GAS FIRED WATER NEATER SCHEDULE ";" PLUMBING FIXTURE SCHEDULE E FEBRUARV 75,2019 FIXTURE DESCRIPTION MANUFACTURER SIZE PIPING CONNECTIONS FEATURES&ACCESSORIES EQUIPMENT MANUFACTURER& CAPACITY FIRST HOUR RATING NAT.GAS THERM. INTAKE/ ELECTRICAL OPERATING NO. &CAT.N0. TRAP WASTE VENT C.W. H.W. TYPE INPUT EFF. EXHAUST WEIGHT OPTIONS-ACCESSORIES N0. MODEL (GAL) (GAL) (MBH) (R) SIZE VOLT.-PH.-CY. (CBS) RPBP-1 BACKFLOW PREVENIER WATTS LF957 LINE SIZE -- LINE PROVIDE WITH 1/4 TURN BALL VALVE AND STRAINER.PROVIDE MANUFACTURER'S AIR GAP FITTING AS REDUCED PRESSURE SIZE REQUIRED. INCLUDING PIPING AND MANUFACTURER'S CONCENTRIC VENT TERMINATION KIT. FCO-1 FLOOR CLEANOUT JAY R SMITH LINE SIZE ROUND,MEDIUM DUTY FINISHED FLOOR CLE NOUr.PROVIDE WITH ROUND ADJUSTABLE NICKEL WH-1 BRADFORD WHITE POWER DIRECT 50 80 40 96.0 3' 115-1-60 600 PROVIDE W/3 GALLON,AMTROL MODEL ST-5 EXPANSION TANK. (FINISHED FLOOR) SERIES 4020S (SEE PLANS) BRONZE TOP,GASKET SEAL,&TAPERED ABS PLUG.2"MINIMUM. RG2PDV5OS6N VENT FLOOR CLEANOUT JAY R SMITH LINE SIZE ROUND,MEDIUM DUTY UNFINISHED FLOOR CLEANOUT.PROVIDE WITH ROUND ADJUSTABLE CAST IRON FCO-2 (UNFINISHED FLOOR) SERIES 4240S (SEE PLANS) -- -- -- -- -- TOP,GASKET SEAL,&TAPERED ABS PLUG.2"MINIMUM.FOR USE IN UNFINISHED FLOOR LOCATIONS ONLY. ALTERNATE MANUFACTURERS: BRADFORD WHITE,AO SMITH,RHEEM/RUUD,STATE,LOCHINVAR FLOOR DRAIN JAY R SMITH TRAP ROUND NICKEL BRONZE STRAINER;TRAP PRIMER CONNECTION.PROVIDE WITH TRAP GUARD NM FD-1 2005Y--A05-NB 2°/3° 2"/3" 2" • PROVIDE WITH 3 YEAR TANK WARRANTY AND 1 YEAR PARTS WARRANTY. PRIMER WATERLESS TRAP PRIMER • SIZE INTAKE/EXHAUST PER MANUFACTURER'S RECOMMENDATIONS. GRADE CLEAN OUT JAY R.SMITH LINE SIZE CAST IRON TOP,ABS PLUG WITH GASKET SEAL SIZE TO MATCH WASTE PIPING. GCO-1 42205 SEE PLANS -- -- -- -- -- O HB-1 HOSE BIPBB R00F) WOODFORD 65P-12 -- -- 3/4" ANTI-SIPHON,AUTOMATIC DRAINING.FLUSH MOUNT AT 18"ABOVE FINISHED GRADE. (FROST PUMPSCHEDULE CP IM-1 IC MAKKEER HOOK-UP DATEY 39156 3.50'x4..875°x 1/2" FLUSH WALL MOUNT.PROVIDE WITH 1/4 TURN,LEVER HANDLE,CHROME BALL VALVES. <n Q ITEM AREA PUMP STYLE/CONST FLUID RPM FLOW HEAD INLET DISCH IMPELLER ELECTRIC WEIGHT MANUFACTURER OPTIONS-ACCESSORIES LAVATORY-ADA SELF RIMMING, AMERICAN STANDARD 20 x 17 PROVIDE WITH CHROME GRID STRAINER,P-TRAP,ANGLE STOP,SS FLEX SUPPLIES AND WATTS I-�--�NO. SERVED LOCATION TYPE RATE (Fr) SIZE SIZE DIA &MODEL WHITE 0476.028.020 LFMMV THERMOSTATIC MIXING VALVE,lAV-GARD P-TRAP AND WATER SUPPLY COVERS.SET MIXING (GPM) (INCH) (INCH) (INCH) HP VOLT.-PH.-cY. L-1 W/PROFLO 1-1/4" 1-1/2" 1-1/2" 1/2° 1/2" VALVE TEMPERATURE PER THE CURRENT ADOPTED VERSION OF THE ADA STANDARDS,PLUMBING J CW MECH RM CENTRIFUGAL/ COLD ARIAS 15 140 1 1 - 1/2 120-60-1 10 GRUNDFOS INTEGRATED CONTROLS,TANK,SENSORS,AND PFWS3006CP FAUCET CODE,AND LOCAL AHJ. J 1 BOOSTER AL&COMP WATER (5.7A) SCAlA2 CHECK VALVE. LAVATORY-WALL HUNG, AMERICAN STANDARD 20 x 17 PROVIDE WITH CHROME GRID STRAINER,P-TRAP,ANGLE STOP,SS FLEX SUPPLIES AND WATTS j("� ,Q ADA COMPUANT,WHITE 0355.012.020 LFMMV THERMOSTATIC MIXING VALVE,LAV-GARD P-TRAP AND WATER SUPPLY COVERS.SET MIXING �,J J L-2 W/PROFLO 1-1/4" 1-1/2" 1-1/2° 1/2° 1/2" VALVE TEMPERATURE PER THE CURRENT ADOPTED VERSION OF THE ADA STANDARDS,PLUMBING LL T_7 PFWS3006CP FAUCET CODE,AND LOCAL AHJ. w z NOTE: ADA COMPLIANT STAINLESS STEEL OWNER FURNISHED, - PROVIDE ANGLE STOP WITH OVAL HANDLE AND SS FLEXIBLE RISERS;17 GAUGE TRAP.ELKAY LK-58 PROVIDE ALL ANCILLARY COMPONENTS REQUIRED FOR A FULL INSTALLATION. 2-COMPARTMENT SINK PROFLO CONTRACTOR DRAIN(REAR PUNCH);17 GA.CONTINUOUS DRAIN ASSEMBLY.PROVIDE LAV-GARD WITH P-TRAP AND S-1 PFSR332165 WITH KITCHEN SINK INSTALLED. 1-1/2" 2" 1-1/2' 1/2' 1/2" WATER SUPPLY COVERS. FAUCET WITH SIDE SPRAYER j- PROFLO PFXC6880CP t n SINK PROFLO PFSR15156 15"x15"x5 1/2" 22 GAUGE STAINLESS STEEL;PUNCHED TO ACCOMMODATE FAUCET.PROVIDE WITH BASKET STRAINER, �+`! (SINGLE COMPARTMENT, W/PROFLOW FAUCET P-TRAP,CONT WASTE,ANGLE STOP WITH OVAL HANDLE AND SS FLEXIBLE RISERS; PROVIDE WITH S-2 SELF RIM COUNTERTOP, AND SIDE SPRAYER 1 1/2" 2" 1 1/2° 1/2" 1/2° LAV-GARD WITH P-TRAP AND WATER SUPPLY COVERS.PROVIDE WITH WALL CLEANOUT(WCO-1). ADA COMPLIANT) PFXC6880CP PROFLO PFM62424 24x24x12" 832-M HOSE AND WALL HOOK,889-CC STAINLESS STEEL MOP HANGER AND MSG-2424 STAINLESS MOLDED PLASTIC;FLOOR MOUNTED,SQUARE.INTEGRAL DRAIN.STOPS IN SHANK.CAST IRON TRAP. ^ Q SS-1 MOP SINK WITH ZURN I(--11 Q Z843M1-RC FAUCET 3" 3" 1-1/2' 1/2° 1/2' STEEL SPLASH PANELS.PROVIDE WITH WALL CLEANOUT(WCO-1). WATER CLOSET AMERICAN STANDARD ELONGATED VITREOUS CHINA;FLOOR MOUNTED.POLISHED CHROME TRIP LEVER,BOLT CAPS,CLOSET SWEEP, Z z -1 2403.128.020 BOWL 3' 2" 1/2. SEAT FLANGE AND GASKET.OVAL SEAT,WHITE,WITH COVER.PROVIDE WITH OVAL HANDLE AND < FLEXIBLE RISERS. AMERICAN STANDARD ELONGATED VITREOUS CHINA;FLOOR MOUNTED.POLISHED CHROME TRIP LEVER,BOLT CAPS,CLOSET SWEEP, 1 WATER CLOSET(ADA) 2403.128.020 BOWL SEAT FLANGE AND GASKET.OVAL SEAT,WHITE,WITH COVER.PROVIDE WITH OVAL HANDLE AND L WC-2 -- 3" 2" 1/2" -- FLEXIBLE RISERS. T n LL1 WCO-1 WALL CLEAN OUT JAY R.SMITH TAPERED BRONZE PLUG AND STAINLESS STEEL COVER.SIZE TO MATCH WASTE PIPING,2"MINIMUM. 4472 -- -- -- -- -- -- T,i IN WHA-1 WATER HAMMER ARRESTOR PRECISION PLUMBING LINE LINE LEAD FREE W SC-XXXX SIZE SIZE WB 1 WASHER BOX WATER-TITS 4700 8.25"x6.125"x 2" 2" 2" 1/2" 1/2' FLUSH WALL MOUNT.PROVIDE WITH 1/4 TURN,LEVER HANDLE,CHROME BALL VALVES.PROVIDE (CLOTHES WASHER HOOK-UP) 3.75"D WITH WATER HAMMER ARRESTOR WADE MODEL W-5 OR APPROVED EQUAL GENERAL SCHEDULE NOTES EQUIVALENT MANUFACTURERS 1. FIXTURES INDICATED AS ADA MUST COMPLY WITH ICC/ANSI A117.1.VERIFY EXACT NUMBERS,FIXTURE ENAMELED CAST IRON,VITREOUS CHINA,ACRYLIC KOHLER,AMERICAN STANDARD,EWER, 1 E, DESIGNATIONS,LOCATIONS,CLEARANCES,AND MOUNTING HEIGHTS WITH ARCHITECTURAL PLANS. CRANE,ZURN WARE,BEST BATH,LASCO,AQUAGL SS �'frgCEM8_q STAINLESS STEEL SINKS ELKAY,JUST,DAYrON,KOHLER v\ F 2. ALL HW PIPING AND DRAIN LINES BENEATH ADA COMPLIANT LAVATORIES MUST BE INSULATED TO PREVENT SERVICE SINKS FIAT,BRADLEY,ACORN,STERN&WILLIAMS,E.L.MUSTEE BURNS.REF.ARCHITECTURAL PLANS.INSULATE WITH MOLDED CLOSED CELL VINYL INSULATION-TRUEBRO FAUCETS DELTA HDF,BAY,JUST,KOHLER,ZURN, OR EQUAL. AMERICAN STANDARD SHOWER VALVES,MIXING VALVES POWERS,LEONARD,SYMMONS,MOEN d' Z0 3. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS(PPP INC.,OR EQUAL).PROVIDE ACCESS PANELS AS TOILET SEATS CHURCH,OSLONITE,BEMIS,SMITH, OF\� REQUIRED. ROOF DRAINS,FLOOR SINKS,FLOOR DRAINS AND TRAPS WATTS,ZURN,WADE,JOSAM WATTS, 'F4M gEJAS BACKFLOW PREVENTION DEVICES,PRESSURE REDUCING VALVES WILKENS,FEBCO,APOLLO/CONBRA CO, 4. ALL ACCESS PANELS AND WALL BOXES SHALL BE RATED TO MATCH ASSEMBLY RATING. TRAP PRIMERS AND SHOCK ABSORBERS PPP,SIOUX CHIEF,SMITH 3-7-2019 `J w Z J m W J = U) THE CONTENT'OFTH6 DRAWING 6 THE EXCLUSNE PROPERTY OF MAXWELL STRUCITm<•DESIGN STUDIO AND ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS.ANY UNAUTHORIZED EPRODUCHON OR USE OFTHESE WINGti IN WHOLE OR IN PART IS PROHBITED WITH011T PRIOR N-I'I"I F.N CONSENT RY MAXWELL STRUC"I'I'li -� ESIGN STUDIO,PLLC. M DC ENGINEERING Careful listening.Dynamic solutions. www.dcongineering.net 10 TE 208.288.2181 Project:1 8EAST01 Plan must be on lob Site I or all inspections ISSUE DATE PERMIT SET: FEBRUARY 15,2019 FROM GAS SUPPLY SHUT-Off VALVE(TYP.) r�I COLD WATER SUPPLY + I INDIRECT DRAIN PIPING- 3'MINIMUM FLUE ALITROL THERMAL EXPANSION CLUSTER CLOSELY TOGETHER 6'MIN. (FOR FROST CLOSURE) GAS COCK MANUAL SHUT-OFF VALVE WITH AN 1/8' TANK MODEL ST-12 (TYPICAL) N.P.T.PLUGGED TAPPING ACCESSIBLE FOR O IRS WATERTIGHT TEST GAGE F THE HECGAS TO BE INSTALLED COLU.,GR(EQUAL TONG THE APPLIANCE. SUPPLY CONNECTION ^� 2 HOT WATER OURET VENT 1 IF•Ir-I TEMPERATURE& FLOOR I SEAL All EDGES OF GROUND JOINT Q PRESSURE REDS VALVE �— PUSHING COLLAR UNION WATER 2'AIR W/ROOF CAUU( n 3/4'COPPER HEATER GAS SUPPLY PIPE 0. PIPE TO FLOOR 12' F GAS GGCK INDIRECT WASTE �' DRAN OR UNION FLOOR SINK INCREASER FITTING AS ftLXIBIE STEEL T= TRAP REQUIRED FOR FROST CONNECTION TO 6•TRAP LL DRIP LEG ARM CLOSURE EQUIPMENT/CONTROLS (DRIP LEG) UJ Z DRAIN VALVE SIZE-AS PER DRAWING Al FLOOR DRAM OR SINK 4'THICK CONCRETE WASTE } HOUSEKEEPING PAD 3 IMBECT WASTE DRAIN DETAIL — F NTS D 4 GAS W/H DETAIL 2 ROOF PENETRATION DETAIL 1 GAS CONNECTION DETAIL � SCALE:NTS SCALE:NTS SCALE:NITS Q Z Q J FINISHED FLOOR 0 0 0 0 0 0014C'x3-1/2'THICI( L THREAD D < 12'MIN. o oho SMOOTH ANDPAD EDEDGE CIFANOUT CAP L�rnr (TYPICAL) (LINE SIZE) /8 BEND v 1 w OVERHANG !! EXRULE HAUST REDUCED PRESSURE PFLUE RINCIPLE O BACKIFLPIPE EL& y ��wnH�� END OF LINECLEANCUr FLOORCLEANOUT WATER LINE FROM w N O METER COLD WATER N SYSTEM WASTE LINE, LENGTH TO MAY EXTEND AS SUIT.(TYPICAL) WASTE OR VENT. COMBUSTION 12'MIN CHROME WALL PLUGGED TEE AIR PIPE oCOVER ABOVE AND W/CLEINOUT. F----POSSIBLE ORIENTATIONS - 0 GRASNODE SCREW OR 1/8 BEND AIR GAP FITTING SANR�• FINISHED FLOOR _NG O O FINISHED FLOOR PIPE TO DRAN \�k PIPE SUPPORT 1/8 BEND EN ELEVATION WASTE LINE— o O g 9 o I 12'MIN. GRADE CLEANOUT WALL CLEANOUT m9'rF OF �'d FIENS� 3-7-2019 7 LOW PROFILE DIRECT VENT TERMINATION DETAIL 6 BACKFLOW PREVENTER PIPING DETAIL 5 CLEANOUT DETAILS SCALE:NTS SCALE:NTS SCALE:NTS `^ v) J_ Q TONS OF COOLING N OF GRADE RINGS CONTRACTOR TO VERIFY EXACT GAS INPUT FOR W REQUIRED ALL APPLIANCES AND EQUIPMENT WITH OWNERS Q REPRESENTATIVE PRIOR TO ANY PIPING. NOTIFY WASHING WATER HAMMER 30 2 EXTERIOR WALL ENGINEER WITH ANY DISCREPANCIES MACHINE BOX ARRESTOR-WADE n R8, 60 4 v CONDENSATE z 90 6 FROM AC COILS ROUTE SCHEDULE-40 STEEL CAS REGULATOR VENT MULTIPLE DROPS MAY BE ROUTED TO A NATURAL GAS BUILDING MUTE SIZE NL INSTALL PER MANUFACTURERS /y1 SINGLE DRY-WELL,PROVIDED DRY-WELL IS REGULATOR,SIZED TO INSIRUCTIONS.TERMINATE WITH TURN DOWN 9C L.LI REGULATE PRESSURE DOWN TO PHASE 2 SIZED FOR APPROPRIATE TONNAGE OF AC ELL FITTING 8 INSECT SCREEN.(TYP ALL) UNITS BEING DRAINED. 2 PSI FOR 1160 MBH O 1. (FUTURE), (FUTURE) GF-4, GF-3, 2'VENT FINISHED FAIR BREAK -0 1 1/2'N. (11•WC) 580 MBH 88 MBH 88 MBH GRADE 1 1 1/4'NG(11'WC) 3/4 NG(11'WC) 330'FROM 25'FROM REG 25'FROM REG 1 1/4'NO(2 PSI) 1'NG(2 PSI) REG SOLID CONCRETE COVER _ GAS PRESSURE REGULATOR __--_ i0 REGULATEGf5qPRESSURE FROMTO2P5124'0 6'GRADE I/ TO 11'WC(TYP ALL RINGS,NO MORE ca BETWEEN JOINTS n n n z 2•WASTE 1-1/2'CAST IRON _ I PIPE SLOPED \' n ,�, THe coNreMr oFTHFs oRAvnNC FS Txe 2'7RAP AND 1 1/4'PER FOOT. EXCUJ �E eRoeERrr OF MAxwEEc. m WASTE PIPE + 1•GRAVEL I I srRucremA�uR- sr 0Arvo naF �•I OR URGER. �� % GF-2, KR-1, GF-1, WH-1, 'Y- ti CAS PRESSURE REGULATOR PROT..UNDER Feoe�AEcoevR , FLOOR -- LAWS.ANY UNAUTHORTLED 8'-0'MIN. 88 MBH 80 MBH 132 MBH 60 MBH TO REGULATE GAS Feaouucnory oR osF OFTHFSR 27'FROM REG 27'FROM REG 52'FROM REG 58'FROM REG PRESSURE FROM TO 2 PSI wlrvcs lrvwHOl.R oarveA—S PROHBTFEH WITH011T PRIOR��'RI'I"I F.N BUILDING FOOTING TO 11'WC(TYP ALL) coNSENr RV MAXWELL srrsucrrRv. 10 MWER BOX DETAIL 1'NO(2 PSI) � °E N 1D., 9 CONDENSATE DRY WELL j^( GAS SCHEMATIC SCALE:NTS V SCALE:NTS D C ENGINEERING Careful listening.Dynamic solutions. •0 www.dcongineering.net 10 S E 208.288.2181 Project:1 8EAST01 Plan must be on Job Site I or all ins ections ELECTRICAL LEGEND E SoNAREUSEDINTHISPROJECT.))T ALL OF THE S~Meas ABBREVIATIONS SHEET INDEX ISSUE DATE PERMIT SET: POWER A AMPERES EO.0 ELECTRICAL COVER SHEET FEBRUARY 15,2019 DUPLEX OUTLET. SYMBOLS ET.+18"AFF UNO. SEE GENERAL AC ABOVE COUNTER E0. 1 ELECTRCAL SPECIFICATIONS AFF ABOVE FINISHED FLOOR E0.2 ELECTRICAL COMPLIANCE FORMS MARKED WITH PULL CORD. NOTE6. CONDUIT STUBBED,CAPPED,AND AFG ABOVE FINISHED GRADE E1.0 ELECTRICAL SITE PLAN FOURPLIX OUTLET.+18°AFF UNO. AF AMPERE FRAME E2.1L OFFICE LIGHTING PLANS CONDUIT UP. AHJ AUTHORITY HAVING JURISDICTION E2.1P OFFICE POWER PLANS SPECIAL PURPOSE OUTLET.VERIFY SIZE AND TYPE CONDUIT DOWN. AT MAP TRIP E2.2 BUILDING'A'LIGHTING&POWER PLAN WITH EQUIPMENT SUPPLIER. AWG AMERICAN WIRE GAUGE E2.3 BUILDING'G'LIGHTING&POWER PLAN �X-# HOMERUN.PANEL AND CIRCUIT AS BW BLANKET WARMER E2.4 BUILDING'D'LIGHTING&POWER PLAN INDICATED. C CONDUIT E3.0 PANEL SCHEDULES ® CONNECTION POINT TO EQUIPMENT SPECIFIED, CB CIRCUIT BREAKER E4.0 ELECTRICAL DETAILS FURNISHED AND INSTALLED UNDER OTHER SECTIONS. CIRCUIT CONCEALED IN CEILING OR CC CRASH CART ELECTRICAL CONTRACTOR TO SUPPLY RACEWAY, WALL. 3/4 2#12,1#12G UNO. CST CIRCUIT CONDUCTORS AND MAKE FINAL CONNECTION TO CL CRITICAL LOAD EQUIPMENT UNDER THIS SECTION,UNO. ——— CIRCUIT CONCEALED IN FLOOR OR CM CEILING MOUNTED ® DUPLEX OUTLET.FLUSH,FLOOR MOUNTED. UNDERGROUND.3/4"-2#12,1#12G CO CONDUIT ONLY,PROVIDE PULL-LINE UNO. D MECHANICAL DUCT-MOUNTED DEVICE ® FOURPLEX OUTLET.FLUSH,FLOOR MOUNTED. DC DIRECT CURRENT GROUNDING DIET DETAIL © PULL BOX CONDUCTOR E EMERGENCY/CRITICAL CARE X°-X#X,X#XG SIZE (E) EXISTING GENERAL NOTES -�- EF EXHAUST FAN EL EMERGENCY LIGHT COMMUNICATIONS RACEWAY SIZE CONDUCTOR SIZE EWC ELECTRIC WATER COOLER (RE:ALL ELECTRICAL SHEETS) d Q Y TELEPHONE/DATA OUTLET,FOUR-SQUARE DEEP TYPE CONDUCTOR QUANTITY EWH ELECTRIC WATER HEATER F FUSE 1. ALL ELECTRICAL EQUIPMENT AND SYSTEMS SHALL BE BOX WITH SINGLE GANG MUDRING.LOCATED AT+18" n BOX UNO. FACP FIRE ALARM CONTROL PANEL INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL AFF FVNR FULL VOLTAGE NON-REVERSING CODE,INTERNATIONAL FIRE CODE,AND ALL OTHER STATE v� SZ DATA OUTLET,FOUR-SQUARE DEEP TYPE BOX WITH ONE LINE G/GND GROUND AND LOCAL CODES, CONTRACTOR SHALL IMMEDIATELY j(� J SINGLE GANG MUDRING.LOCATED AT 18"AFF UNO. GFl GROUND FAULT INTERRUPTION NOTIFY ENGINEER IN WRITING IF PORTIONS OF THE DESIGN �J f OFF GROUND FAULT PROTECTION SET OR FIELD CONDITIONS DO NOT MEET REQUIRED CODES. r n TELEVISION OUTLET,SINGLE-GANG BOX WITH MUDRING. H HEAT Fire alarm plans shall be sent to the Twin Falls Fire Marshal and shall be approved before +18"AFF UNO. PPNA0. HH HANDHOLE 2. FIRE ALARM SYSTEM IS DESIGN BUILD BY ELECTRICAL V- allation. u„� BRANCH PANEL. HID HIGH INTENSITY DISCHARGE CONTRACTOR AND SHALL BE INSTALLED IN ACCORDANCE LIJ 7 HOA HAND OFF AUTO WITH NFPA 72 AND ALL OTHER STATE AND LOCAL CODES. L HP HOUSE PHONE PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FOR ALL HVAC HEATING,VENTILATING,&AIR CONDITIONING FIRE ALARM DEVICES REQUIRED BY LOCAL AUTHORITY LIGHTING(SEE LUMINAIRE SCHEDULE FOR EXACT REQUIREMENTS) I I IONIZATION HAVING JURISDICTION,INCLUDING BUT NOT LIMITED TO HVAC �1 SINGLE FACE EXIT SIGN.CEILING MOUNTED. CIRCUIT BREAKER.SIZE AND TYPE AS ID IN-DUCT SHUTDOWN,FIRE ALARM CONTROL PANEL,INITIATING AND A j(1 ® SPECIFIED. IC INTERRUPTING CAPACITY ANNUNCIATING CIRCUITS.FIELD INSPECTION IS REQUIRED TO �,J f IG ISOLATED GROUND VERIFY THIS INFORMATION PRIOR TO BID. SINGLE FACE EXIT SIGN.WALL MOUNTED. I NT NTERCOM J/JB JUNCTION BOX 3. PROVIDE AND INSTALL 3/4°CO TO ACCESSIBLE LOCATION, FDC VISU81 Alarm O METER. KW KILOWATT UNLESS NOTED OTHERWISE FOR DATA,TELEPHONE AND m DOUBLE FACE EXIT SIGN.WALL MOUNTED. ni A visual alarm device(Exterior horn/Strobe)shall be provided in the area of the FDC. KWH KILOWATT HOUR TELEVISION DEVICES.DATA,TELEPHONE AND TELEVISION LL NEUTRAL NEUTRAL. M MAGNETIC CONTACTOR COIL CABLING ARE NOT PROVIDED UNDER THIS CONTRACT. ^ y ARROW INDICATES DIRECTION TO BE SHOWN ON 0 MB MAIN BREAKER ' 1 SIGN. MCC MOTOR CONTROL CENTER 4. EMERGENCY LIGHTING SYMBOLS ARE SHADED ON THE LIGHT FIXTURE. CT(CURRENT TRANSFORMER) MLO MAIN LUGS ONLY LIGHTING PLANS.EMERGENCY SOURCE SHALL BE BATTERY 7 MS MOTOR STARTER BACKED BALLAST WITH MINIMUM 1400 LUMEN OUTPUT FOR L TRANSFORMER MH MANHOLE A 90 MINUTE PERIOD,UNLESS NOTED OTHERWISE.PROVIDE LIGHT FIXTURE. MW MICROWAVE UNSWITCHED CONDUCTORS FOR CHARGING CIRCUIT AS N NEUTRAL REQUIRED. JJ LIGHT FIXTURE. NO NORMALLY CLOSED I" GROUND NCL NON CRITICAL LOAD 5. DESIGN OF ELECTRICAL REQUIREMENTS,FOR MECHANICAL W NEC NATIONAL ELECTRICAL CODE EQUIPMENT,IS BASED ON MECHANICAL EQUIPMENT L um� WALL MOUNTED FIXTURE. NIC NOT IN CONTRACT SPECIFIED.MECHANICAL CONTRACTOR SHALL COORDINATE r NO NORMALLY OPEN WITH ELECTRICAL CONTRACTOR IF EQUIPMENT PURCHASED IS j I1 Ld WALL SCONCE FIXTURE. NTS NOT TO SCALE DIFFERENT FROM THAT SPECIFIED STILL MEETS DESIGN Q PAD MOUNTED TRANSFORMER OIL OVERLOADINTENT,INCLUDING BUT NOT LIMITED TO OVERCURRENT O 4 WALL PACK FIXTURE. OS OCCUPANCY SENSOR PROTECTION,LOCAL DISCONNECTING MEANS,WIRE SIZING Ct'OFCI OWNER FURNISHED CONTRACTOR INSTALLED AND DESIGN COSTS. 7_T (�] O RECESSED LIGHT FIXTURE. P PHOTO w PC PHOTOCELL 6. PROVIDE GFl PROTECTION WHERE REQUIRED BY LOCAL AHJ. O PENDANT LIGHT FIXTURE. SWITCHES PVC POLYVINYL CHLORIDE RCPT RECEPTACLE ROUND DECORATIVE LIGHT FIXTURE.SURFACE G (R) RELOCATED Q MOUNT S/ SWITCH.TYPE AS INDICATED.+46"AFF,UNO. (RE) REPLACED 2 DOUBLE POLE REF REFRIGERATOR 3 3-WAY SER SERVICE ENTRANCE RATED 4 4-WAY SPST SINGLE POLE SINGLE THROW _0=in D DIMMER TO TIME CLOCK HP HORSEPOWER RATED TOR TIME DELAY RELAY LV KEY DVOLTAGE TJB TERMINAL JUNCTION BOX ��y5Y0N NSF LOWTSP TWISTED SHIELDED PAIR o F M MOMENTARY CONTACT f MM MANUAL MOTOR STARTER TTB TELEPHONE TERMINAL BOARD a y OS OCCUPANCY SENSOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER 5 TYP TYPICAL P PILOT LIGHT UH UNIT HEATER � T TIMER UNO UNLESS NOTED OTHERWISE TO THERMAL OVERLOAD V VOLT V VOLUME CONTROL VA VOLT AMPERE HALM A VS VACANCY SENSOR WG PROVIDE PROTECTIVE WIRE GUARD a SUPERSCRIPT INDICATES LIGHTS TO BE WP WEATHER PROOF/NEMA 3R 3-7-2019 SWITCHED TOGETHER XFMR TRANSFORMER MULTI-LEVEL SWITCHING,TO MEET LIGHT REDUCTION LEVELS PER ENERGY CODE AS SHOWN, PROVIDE ADDITIONAL OR STEP- DIMMING BALLASTS WHERE REQUIRED. ® OCCUPANCY SENSOR.CEILING MOUNTED. MOUNTING HEIGHTS DETAIL 4 PHOTOCELL.WALL MOUNTED. O PHOTOCELL.CEILING MOUNTED. TU 1 4 TIMECLOCK.WALL MOUNTED. ! 1 •T• COMBINATION STARTER AND DISCONNECT. X NON-FUSED DISCONNECT SWITCH.SIZE AS INDICATED,NEMA 1 UNO,3 POLE UNO. w U MISCELLANEOUS PANEL zi EP Eli®HT J QJ JUNCTION BOX. O It sf IQ U JUNCTION BOX,WALL MOUNTED. 90" I°°J78° (TAX THERMOSTAT.+56`AFF UNO.UNIT CONTROLLED Y INDICATED. 56" SURFACE MOUNTED PANELBOARD/ENCLOSURE.SEE SCHEDULE FOR TYPE. 46" i FLUSH MOUNTED PANELBOARD/ENCLOSURE.SEE SCHEDULE FOR TYPE. 18' E coN—OSTD�S DRAWING IS TDF. AM MECHANICAL EQUIPMENT SYMBOL(RE:MECHANICAL FZCT.0 PROPTRW0FMASw I, DRAWINGS FOR EXACT LOCATION OF UNITS). FINISH FLOOR STRITMTRAL DMIGN STImIO AND ARF PROTFcrI:D I—It FPDP.RAI.CO— ON xUSPO ® INDICATES FIXTURE TYPE. REFER TO LUMINARE xeraonuIOR .OR IN PART SCHEDULE. DR-5 IU �N�oO.Iel.—ORAR—T IS $Q WALL MOUNTED SPEAKER nsIcN mmio.P.2.3 sTxDcn�RAI. A DC ENGINEERING Careful listening.Dynamic solutions. www.drengineering.net JOB S L SE 208.288.2181 Project:I 8EAST01 Plan must be on Job Site I or all inspections ELECTRICAL SPECIFICATIONS ISSUE DATE PERMIT SET: FEBRUARY 15,2019 PART 1 - GENERAL GROUNDING TYPE UL-RATED CLASS A,GROUP 1,20 AMPERES RATING, 120 VOLTS,60Hz:WITH SOLID-STATE WIRE. GROUND-FAULT SENSING AND SIGNALING:WITH 5 MILLIAMPERES GROUND-FAULT TRIP LEVEL COORDINATE COLOR 1.1 SCOPE OF WORK WITH ARCHITECT. J. INSTALL TELEPHONE AND SIGNAL SYSTEM RACEWAYS,2-INCH TRADE SIZE AND SMALLER,IN MAXIMUM LENGTHS OF 150 FEET(45 M)AND WITH A MAXIMUM OF TWO 90-DEGREE BENDS OR EQUIVALENT. SEPARATE LENGTHS WITH FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT AND PROVIDE ALL LABOR REQUIRED AND NECESSARY TO E. SWITCHES SHALL BE FLUSH WALL TYPE,COORDINATE COLOR WITH ARCHITECT. PULL OR JUNCTION BOXES WHERE NECESSARY TO COMPLY WITH THESE REQUIREMENTS,IN ADDITION TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND ALL OTHER WORK AND MISCELLANEOUS ITEMS,NOT SPECIFICALLY REQUIREMENTS ABOVE. MENTIONED,BUT REASONABLY INFERRED FOR A COMPLETE INSTALLATION,INCLUDING ALL ACCESSORIES AND F. CONVENIENCE RECEPTACLES SHALL BE,FLUSH WALL TYPE,COORDINATE COLOR WITH ARCHITECT. APPURTENANCES REQUIRED FOR TESTING THE SYSTEM.IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS THAT K. CONNECT MOTORS AND EQUIPMENT SUBJECT TO VIBRATION,NOISE TRANSMISSION,OR MOVEMENT WITH A MAXIMUM ALL SYSTEMS BE COMPLETE AND READY FOR OPERATION.THIS PROJECT INCLUDES ELECTRICAL SERVICE,GENERAL 2.5 WIRE CONNECTORS OF 72-INCH FLEXIBLE CONDUIT. INSTALL LFMC IN WET OR DAMP LOCATIONS. INSTALL A SEPARATE GROUND POWER,LIGHTING,AND COMMUNICATIONS SYSTEM RACEWAY.FIRE ALARM SYSTEM IS TO BE DESIGN/BUILD BY ELECTRICAL CONDUCTOR ACROSS FLEXIBLE CONNECTIONS. CONTRACTOR.COMMUNICATIONS SYSTEM CABLING AND HEAD-END EQUIPMENT IS BY OWNER. A. FOR WIRE SIZES#8 AWG AND SMALLER:INSULATED PRESSURE TYPE(WITH LIVE SPRING)RATED 105'C,600V,FOR L. SET FLOOR BOXES LEVEL AND TRIM AFTER INSTALLATION TO FIT FLUSH TO FINISHED FLOOR SURFACE. BUILDING WIRING AND 1000V IN FIXTURES,SCOTCHLOK OR IDEAL. 1.2 CODE COMPLIANCE B. FOR WIRE SIZES#6 AWG AND LARGER:T&B OR EQUIVALENT COMPRESSION TYPE WITH 3M#33+OR PLYMOUTH M. CONDUCTORS:TYPE THHN/THWN INSULATED CONDUCTORS IN RACEWAY. ALL WORK AND MATERIALS SHALL COMPLY WITH LATEST RULES,CODES AND REGULATIONS,INCLUDING,BUT NOT LIMITED "SLIPKNOT GREY"TAPE INSULATION. N. INSTALL SPLICES AND TAPS THAT ARE COMPATIBLE WITH CONDUCTOR MATERIAL AND THAT POSSESS EQUIVALENT OR TO OSHA,THE NATIONAL ELECTRICAL CODE,INTERNATIONAL BUILDING AND FIRE CODES,NFPA,AND OTHER APPLICABLE BETTER MECHANICAL STRENGTH AND INSULATION RATINGS THAN UNSPLICED CONDUCTORS. STATE AND LOCAL LAWS AND REGULATIONS.CODE COMPLIANCE IS MANDATORY.NOTHING IN THESE DRAWINGS AND 2.6 PANELBOARD I, SPECIFICATIONS PERMITS WORK NOT CONFORMING TO THESE CODES.WHERE WORK IS SHOWN TO EXCEED MINIMUM 0. INSTALL WIRING AT OUTLETS WITH AT LEAST 12 INCHES OF SLACK CONDUCTOR AT EACH OUTLET. x O CODE REQUIREMENTS,COMPLY WITH DRAWINGS AND SPECIFICATIONS. WHERE CONFLICT OCCURS CONTRACTOR MUST PANELBOARDS SHALL BE AS MANUFACTURED BY SQUARE D,GENERAL ELECTRIC,SIEMENS,OR CUTLER HAMMER.PROVIDE COMPLY WITH CODES AND PROVIDE A COMPLETE AND OPERATING SYSTEM. P. CONNECT OUTLET AND COMPONENT CONNECTIONS TO WIRING SYSTEMS AND TO GROUND. TIGHTEN ELECTRICAL CONDUCTIVITY), AS INDICATED ON SCHEDULES,WITH THE FOLLOWING FEATURES:HARD-DRAWN COPPER BUS B PERCENT CONDUCTMTY),MECHANICAL-TYPE MAIN AND NEUTRAL LUGS,NEUTRAL BUS RATED 100 PERCENT OF PHASE BUS, CONNECTORS AND TERMINALS,ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE-TIGHTENING VALUES. IF 1.3 LICENSE, FEES AND PERMITS GROUND BUS BONDED TO ENCLOSURE,BOLT-ON MOLDED-CASE THERMAL-MAGNETIC BREAKERS. MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED,USE THOSE SPECIFIED IN UL 486A Q ARRANGE FOR REQUIRED INSPECTIONS AND PAY ALL LICENSE,PERMIT AND INSPECTION FEES. 2.7 RACEWAYS 3.5 IDENTIFICATION U 1.4 CONDITIONS AT SITE A. OUTDOORS: A. PROVIDE ENGRAVED 3 LAYER LAMINATE PLASTIC NAMEPLATES FOR PANELBOARDS,DISCONNECT SWITCHES AND ALL J SIMILAR DEVICES. VISIT TO SITE IS REQUIRED OF ALL BIDDERS PRIOR TO SUBMISSION OF BID.ALL WILL BE HELD TO HAVE FAMILIARIZED EXPOSED:RIGID STEEL OR INTERMEDIATE METAL CONDUIT /120-VOLT SYSTEM SECONDARY SERVICE,FEEDER,AND BRANCH-CIRCUIT CONDUCTORS (� Q THEMSELVES WITH ALL DISCERNIBLE CONDITIONS AND NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK REQUIRED CONCEALED:RIGID STEEL OR INTERMEDIATE METAL CONDUIT B. COLOR-CODE 208Y BECAUSE OF THESE CONDITIONS,WHETHER SPECIFICALLY MENTIONED OR NOT.LINES OF OTHER SERVICES THAT ARE UNDERGROUND:RIGID NON-METALLIC CONDUIT THROUGHOUT THE SECONDARY ELECTRICAL SYSTEM AS FOLLOWS: LL., DAMAGED AS A RESULT OF THIS WORK SHALL PROMPTLY BE REPAIRED AT NO EXPENSE TO THE OWNER TO COMPLETE TO VIBRATING EQUIPMENT:LIQUID-TIGHT FLEXIBLE METAL CONDUIT 1. PHASE A:BLACK SATISFACTION OF THE OWNER. u Uj B. INDOORS: 2. PHASE B:RED Z 1.5 SAFETY 3. PHASE C:BLUE EXPOSED:ELECTRICAL METALLIC TUBING,RIGID STEEL CONDUIT,PVC-COATED RIGID STEEL CONDUIT 4. NEUTRAL:WHITE '^ THE CONTRACTOR SHALL A DAMP OR WET LOCATIONS:RIGID STEEL CONDUIT U)1 CONCEALED:ELECTRIC METALLIC TUBING,METAL CLAD 5. GROUND:GREEN SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. TO VIBRATING EQUIPMENT:FLEXIBLE METAL CONDUIT 3.6 STARTUP SERVICES Z) 1.6 GUARANTEE 2.8 ARC-FLASH AND FAULT CURRENT LABELING CONTRACTOR SHALL ALLOT A MINIMUM OF 2 HOURS FOR STARTUP SERVICES. START AND OPERATE ALL SYSTEMS AS REQUIRED BY THE OWNER. INSTRUCT OWNER'S REPRESENTATIVE ON THE PROPER OPERATION AND MAINTENANCE OF GUARANTEE THE INSTALLATION FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER DATE OF CERTIFICATE OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING DURING THIS A. PROVIDE AND INSTALL ARC-FLASH HAZARD WARNING LABELING PER NEC 110.16. THE MARKING SHALL MEET THE THE SYSTEMS AND EQUIPMENT. PERIOD,WITHOUT CHARGE. REQUIREMENTS IN 110.21(B)AND SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS. Q 3.7 OPERATING AND MAINTENANCE INSTRUCTIONS (O+M MANUAL) 1.7 SUBSTITUTIONS B. PROVIDE AND INSTALL AVAILABLE FAULT CURRENT LABELING PER NEC 110.24. PREPARE THREE(3)COPIES FOR ALL EQUIPMENT. Q WHEREVER POSSIBLE,MORE THAN ONE MANUFACTURER HAS BEEN LISTED FOR VARIOUS ITEMS OF EQUIPMENT,ANY ONE PART 3 - EXECUTION Z OF WHICH WILL BE ACCEPTABLE.BASE THE BID ON USE OF MATERIALS SPECIFIED.IF,AFTER AWARD OF THE CONTRACT, 3.8 RECORD AS-BUILTS < Q A SUBSTITUTE IS PROPOSED,THE REQUEST FOR PERMISSION TO SUBSTITUTE SHALL BE ACCOMPANIED WITH A 3.1 - GENERAL J STATEMENT OF THE AMOUNT OF MONEY TO BE RETURNED TO THE CONTRACT IF THE SUBSTITUTION IS PERMITTED.THE PROVIDE(1)CLEAN,LEGIBLE COPY OF DRAWINGS TO ENGINEER INDICATING ALL DEVIATIONS FROM INITIAL DESIGN ENGINEER IS THE SOLE JUDGE OF ACCEPTABILITY OF PROPOSED SUBSTITUTIONS,IF A SUBSTITUTE ITEM IS PERMITTED, A. ELECTRIC SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATIC,BUT SHALL BE FOLLOWED (AS-BUILT CONDITIONS). TI--I AND ANY REDESIGN EFFORT IS THEREBY NECESSITATED,THE REQUIRED REDESIGN SHALL BE AT THE CONTRACTOR'S AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. EXPENSE. END OF SECTION L B. CONSULT ALL OTHER DRAWINGS.VERIFY SCALES AND REPORT ANY DIMENSIONAL DISCREPANCIES OR OTHER r Ld 1.8 SHOP DRAWINGS AND MATERIALS LISTS CONFLICTS TO ARCHITECT BEFORE SUBMITTING BID. t/! O SUBMIT TO THE ENGINEER SEVEN(7)COPIES OF COMPLETE SHOP DRAWINGS AND MATERIALS LISTS FOR REVIEW WITHIN C. ALL HOME RUNS ARE INDICATED AS STARTING FROM THE DEVICE NEAREST THE PANEL AND CONTINUING IN THE THIRTY(30)DAYS AFTER AWARD OF CONTRACT,ALL PROPOSED DEVIATIONS FROM SPECIFICATIONS MUST BE CLEARLY GENERAL DIRECTION OF THAT PANEL.CONTINUE SUCH CIRCUITS TO THE PANEL AS THOUGH THE ROUTES WERE T r T (v LISTED UNDER A PROMINENT HEADING ENTITLED'DEVIATIONS". COMPLETELY INDICATED. �"L.I 1.9 WORKMANSHIP D. AVOID CURING AND BORING HOLES THROUGH STRUCTURE OR STRUCTURAL MEMBERS WHEREVER POSSIBLE.OBTAIN PRIOR APPROVAL OF ARCHITECT AND CONFORM TO ALL STRUCTURAL REQUIREMENTS WHEN CUTTING OR BORING THE ONLY QUALITY WORKMANSHIP WILL BE ACCEPTED.HAPHAZARD OR POOR INSTALLATION PRACTICE WILL BE CAUSE FOR STRUCTURE IS NECESSARY AND PERMITTED. REJECTION of WORK. 3.2 - ELECTRICAL GROUNDING 1.10 COORDINATION GROUND ALL ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC.IN ADDITION PROVIDE A SEPARATE GROUND WIRE FOR COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH-IN AND CONNECTION ALL FEEDERS AND BRANCH CIRCUITS. FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRE ELECTRICAL CONNECTIONS.VERIFY EQUIPMENT 3.3 - ELECTRICAL EQUIPMENT INSTALLATION o��5S\ONNL DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION.CHECK ACTUAL JOB CONDITIONS BEFORE FABRICATING WORK.REPORT NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. A. HEAD ROOM MAINTENANCE:IF MOUNTING HEIGHTS OR OTHER LOCATION CRITERIA ARE NOT INDICATED,ARRANGE AND 95 1,11 CUTTING AND PATCHING INSTALL COMPONENTS AND EQUIPMENT TO PROVIDE THE MAXIMUM POSSIBLE HEADROOM. O p 2 ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISIONB. MATERIALS AND COMPONENTS: INSTALL LEVEL,PLUMB,AND PARALLEL AND PERPENDICULAR TO OTHER BUILDING DIVISION IS INCLUDED HEREIN.COORDINATION WITH GENERAL SYSTEMS AND COMPONENTS,UNLESS OTHERWISE INDICATED. l p� CONTRACTOR AND OTHER TRADES IS IMPERATIVE. HgIV A.OpQ• 1.12 SITE CLEANUP C. EQUIPMENT: INSTALL TO FACILITATE SERVICE,MAINTENANCE,AND REPAIR OR REPLACEMENT OF COMPONENTS. 3-7-2019 CONNECT FOR EASE OF DISCONNECTING,WITH MINIMUM INTERFERENCE WITH OTHER INSTALLATIONS. A AFTER ALL OTHER WORK HAS BEEN ACCOMPLISHED,CLEAN ALL EXPOSED CONDUIT,FIXTURES,EQUIPMENT AND D. RIGHT OF WAY: COORDINATE INSTALLATION OF ELECTRICAL DEVICES WITH OTHER TRADES. SUPPORTS. TOUCH UP PAINT ON ANY EQUIPMENT SCRAPED,SCRATCHED OR DAMAGED DURING CONSTRUCTION. B. LEAVE ALL AREAS INVOLVING ELECTRICAL WORK IN A CONDITION SATISFACTORY TO THE OWNER. REMOVE ALL 3.4 - RACEWAY AND CABLE INSTALLATION CRATES,CARDBOARD,PACKING MATERIAL,WASTE MATERIAL,AND OTHER DEBRIS LEFT OVER FROM CONSTRUCTION. A. ABOVE GRADE:RIGID STEEL OR IMC IN WET LOCATIONS,WHERE SUBJECT TO MECHANICAL DAMAGE AND IN PART 2 - PRODUCTS CONCRETE OR BLOCK WALLS,EMT IN OTHER LOCATIONS WHERE PERMITTED BY CODE.METAL CLAD ONLY WHERE '^ ALLOWED BY LOCAL AUTHORITY HAVING JURISDICTION. U) 2.1 MATERIAL APPROVAL B. CONCEAL RACEWAYS AND CABLES WITHIN FINISHED WALLS,CEILINGS,AND FLOORS,UNLESS OTHERWISE INDICATED. J Z ALL MATERIALS MUST BE NEW AND BEAR U.L.LABEL.MATERIALS THAT ARE NOT COVERED BY UL TESTING STANDARDS C. INSTALL RACEWAYS AND CABLES AT LEAST SIX(6)INCHES AWAY FROM PARALLEL RUNS OF FLUES AND STEAM OR Q O SHALL BE TESTED AND APPROVED BY AN INDEPENDENT TESTING LABORATORY OF A GOVERNMENTAL AGENCY APPROVED HOT-WATER PIPES. LOCATE HORIZONTAL RACEWAY RUNS ABOVE WATER AND STEAM PIPING. BY THE AUTHORITY HAVING JURISDICTION. D. USE TEMPORARY RACEWAY CAPS TO PREVENT FOREIGN MATTER FROM ENTERING. 2.2 WIRES AND CABLES E. MAKE CONDUIT BENDS AND OFFSETS SO INSIDE DIAMETER IS NOT REDUCED. KEEP LEGS OF BENDS IN THE SAME t..J A. CONDUCTORS FOR 600V SYSTEMS AND BELOW SHALL BE STRANDED COPPER,#12 AWG MINIMUM. PLANE AND STRAIGHT LEGS OFFSETS PARALLEL,UNLESS OTHERWISE INDICATED. F. USE RACEWAY FITTINGS AND CABLE FITTINGS COMPATIBLE WITH RACEWAYS AND CABLES AND SUITABLE FOR THIS U B. INSULATION SHALL BE THWN FOR WET LOCATIONS AND THHN FOR DRY LOCATIONS. APPLICATION AND LOCATION. _ 2.3 OUTLET BOXES. JUNCTION AND PULL BOXES G. INSTALL RACEWAYS EMBEDDED IN SLABS IN MIDDLE THIRD OF SLAB THICKNESS WHERE PRACTICAL,AND LEAVE AT W U LEAST 1-INCH OF CONCRETE COVER. Uj J W A. OUTLET BOXES:HOT-DIPPED,GALVANIZED OR SHERADIZED.SIZE AS REQUIRED WITH 4"SQUARE MINIMUM,FOR 1. SECURE RACEWAYS TO REINFORCING RODS TO PREVENT SAGGING OR SHIFTING DURING CONCRETE FLUSH MOUNTED DEVICES AND LIGHTING FIXTURES. PLACEMENT. `L^L)B. JUNCTION AND PULL BOXES:HOT DIPPED,GALVANIZED OR SHERADIZIED,SIZED ACCORDING TO CODE.LARGER 2. SPACE RACEWAYS LATERALLY TO PREVENT VOIDS IN CONCRETE. V JUNCTION AND PULL BOXES SHALL BE FABRICATED FROM SHEET STEEL,SIZED ACCORDING TO CODE,WITH SCREW-ON COVERS,FINISHED GRAY BAKED ENAMEL. 3. INSTALL CONDUIT LARGER THAN 1-INCH TRADE SIZE PARALLEL TO OR AT RIGHT ANGLES TO MAIN 2.4 WIRING DEVICES SLAB S CEMENT T. WHERE CONDUIT IS AT RIGHT ANGLES TO REINFORCEMENT,PLACE CONDUIT CLOSE TO A ALL WIRING DEVICES OF ANY ONE GENERAL TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL MATCH 4. TRANSITION FROM NONMETALLIC TUBING TO RIGID STEEL CONDUIT,OR IMC BEFORE RISING ABOVE FLOOR. THROUGHOUT. H. MAKE EXPOSED BENDS IOR BANKED RUNS FROM SAME CENTERLINE IN ORDER THAT BENDS ARE PARALLEL. USE M1,1srvebaorreaTv OP MnxWFu. FACTORY ELBOWS ONLY WHERE ELBOWS CAN BE INSTALLED PARALLEL:OTHERWISE,PROVIDE FIELD BENDS FOR P�aoDTeMTR. D11-�FSD LcuPrnaeT B. WIRING DEVICES SHALL BE AS MANUFACTURED BY HUBBELL,GE,LEVITON,P&S,OR BRYANT.NO SUBSTITUTIONS. EXPOSED PARALLEL RACEWAYS. AW.S.-FNAc.-HORU.o aFPROD[:C 1 OR A F. 4VIrvfslry Wli C. COVER PLATES SHALL BE AS MANUFACTURED BY ARROW HART,SIERRA,LEVITON OR MULLBURRY.COORDINATE DRAol- Ps COLOR WITH ARCHIECT. I. INSTALL PULL WIRES IN EMPTY RACEWAYS. USE N0.14 AWG ZINC-COATED STEEL OR MONOFILAMENT PLASTIC LINE Paoxlarren wmrol7-1R IN ARnrePalo- WITH NOT LESS THAN 200-LB TENSILE STRENGTH, LEAVE AT LEAST 12-INCHES OF SLACK AT EACH END OF PULL al---MnxwF FSTR-Rnl. �� DESIGN STI1D10.D. WHERE REQUIRED BY NEC,PROVIDE GENERAL-DUTY,DUPLEX RECEPTACLES,GROUND-FAULT CIRCUIT INTERRUPTERS: PU.G DC ENGINEERING Careful listening.Dynamic solutions. www.dcengineering.net JOB S L SM 208.288.2181 Project:18EAST01 Plan must be on Job Site I or all inspections ISSUE DATE PERMIT SET: COMcheck Software Version 4.1.1.0 r- �' COMcheck Software Version 4.1.1.0 COMcheck Software Version 4.1.1.0 F b.Pedron cemPll» wmm.ntwA,wmRtwn, Inbggr Lighting cpmp9ange smemem fi"A . n . . FEBRUARY 15,2019 f Interior Lighting Compliance Certificate pr w dln m Ilwnngha g Pre wiNNeb,gam Ln Exterior Lighting Compliance Certificate ✓Inspection Checklist 05 sew hg b of ❑r°mpli<. oMrne<k vamwn a.t.Loana mw ,nq r pp<am,mono ry ieusi o «ewer leap ❑Deeolli Energy Code:2015 IECC Oxo esiygneenm meeiinehx zce It me I ^g syrtems ne Requirements:0.0%were addressed direRly in[he COMcheck Software °xotappruee Prgjed lnlrmation Tmcey S.milA Ytne spettlon Cnecklirt �N 02-09-201g Project lnbrmetion TeM in Ne"Commen[slAss`mptlons"column lz provided by tM1e user in[he COtncheck Requirements screen.For each <as. tl installed in ❑Complies IECC "a'^B ° sig^ab� o°« negycod IECC ARmE.L h,user cemms id a coderequiremen tI be met antl tlgwNat1,documented.or Nat an exception IEuel`1 requre spaces Ob t b S FARK Prapn♦aee TLANDB SPARK Is being claimed.Al—compliance is itemized in a separatetable,areference I Sh.1 table is provitletl. ONo servo Pmlenrype. Nmv ConaWNan P�n; NIAN wdpnNES ❑x—Pilicable E rpngngzace s(N-n,s—beainefa eso-ktl P nR ew m en eommen AssumPNons ""I .Zlgglmepenaent ligming contmb imrelled❑Complies �s n w pll a 3.�:I,m rappmvea lignnne gars anebell ❑pees xot .11, ren sere. ownrlAgenk Deggnenconwnr C1 I n°w nw�wr o uco e Ip re Oxa en paebee ass la ne O taopbpse cw Al. Pwl' o 2=2OD G2Y� 9eslDoAdd U.-1 md,c Paed Alowtl Exend wr mdn 'll a IE�1P S Oxo Allowetlllhtaaor Lighting Power Areals�dacec g ry puentlty owed Sl da« " Oxotnppgcade AN i u C'4 5. OcomPliez A ton o,ners a"a IEusps ones ❑po A— a°ry Fi AI(B%CIeRa neeensto ge eaieae ',❑xa observable OumPlies ';ON«Appn<abl, i^gf0awel wrmlewl= IPa n ❑pods xot OK.Apez ORiw lMaalantlryl Id 11 Ox«Observable x t'hre,it uire g g row Alw.eewem= NKE rdelAgweb sumlamwRelwem lbl- ego nt ON.Applicable von. ❑Gees xot Propomd lsdaaor righting Power lei waa.p,o-eee° 11111lynawea mry 11w 1er,e,n,naraz. TawWtrwa � n Caos3.. ONo[Dbservabee IN Awpgemenwl alawanm equalreeggwaln may«apgaw mwam wmglamadbdn nmbatlableand,mdabreeiealeuno. Oxotaopncabl FINure 1p.pwedptlpnl Lamplweppa Per lamp/enaN I pal (C%p) P.poeed E.NRI rLighting Power transrom�ers antl IEuo13 Flxbn lD.peaedNlan/amp I—.I.Per vamp lm0art (C%D) 0 2 OeemPlles O v ❑Complies dersWiis.alndm -I Not I mmWlrorz ❑odes ^' [PR16P separatGpRe eledncal meters. Opoes Not [aosx tmn w reemr g na ❑Not observable i'„Lry pact Observable B Orvotappli<able ' Ox .o E3 1 tamr°linp` aadr °eo pi—id. On «awea ap°rnvea ❑ sAoe< IGsIli pm x OiR P ❑c000m<sp x"eost LE— ❑ ❑x°t observabe AaalHgml cpmmerwAaaMmpn m. CI boar oc p°e<an, Pmpnmwam ,eas IEkel space, OOoesNot g—Bidding. L_NUI tro=^, ❑N°N.tpb,ervabe v! 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';Owes Not JR1aa sp aalgnmm o re Z 61iei+.I I,OOC«nPNes b mamwwuMuro n.vre,mea,l.mrvl,... iL�/I—I lirei'.1 hIn ,:'°all`°Pree°P all`°Pree°Pw<a`rs OGmPHa,em.s„m,a,mw„ualwro R.,„e.d,wl.ro.mw,,. 1 Q a,th.nweq 'lomtobaarvabl, W Bigala eI O-1 NIreb 'rywII,I.h Hill °o aAppu<a SKIng aIlItIl �mn uj .. IOGmPna, c+ zS In so aaya';❑Does Fnma oavn<m a«ema�ua w� 'IOxdobzeN«mge 'ION«Appll<able BUR el'Opcea x« Pmga g.and°Pena°,. nx,tob:erva«e '1❑xIXAppllreme; AaaRlpn.l WmmeMs/Aa,Mmpblona: �S ON LF o` NSF e Fm C 9 95 a o a = THAN A OOQ'Pa 3-7-2019 .d lneru dmmzl wdmerBl NRR,,,—: PAS—D.UslNFss PARK ,m m ace:0rz/0«w19 D nm BK,wuolettalxolBUSEAEo1-Faulana st«agesoluuomkpkakFManuRSwmy age U)'^ GI kom<heaomce.«k COMcheck Software Version 4.1.1.0 COMcheck Software Version 4.1.1.0 eall P.euon mPaen, Fn.Ii—iin cgmRll.. ,mm.n A.nmpa,n. J O Interior Lighting Compliance Certificate ��/ti Inspection Checklist ° ° 50% a gem,°adbyatl atmlyLi gaga„ c°mm<n .. repreae"tl.< e t mpg<a U �.L Energy Code:2015IKC ox«oN,rvad, IFlvI's pdgM"'teO 'ION«obzuvable'I Requirements:0.0%were addressed tlirec[ly in the COMcheck software O..Applicable ;Oxd Apgka _ Uj Project lnro-..n nth,"CommentslAssimp-,column is provided by OE user In the CO—Ell,Requirements screen.FDreach 'I inzrelled in Oeomplies C.I. mplies uemkwWAmp me�nxneede rvwnxs xti code requirement will be met antl M1ow 11111,documented or Nat an exception reel'' requ spaces. Opoes xat FISPt [',OCDxzx«N U nolenrgaa EASRAND BUSINESS PARK kWbeing<Iaimed.WM1ereeco�mpllanceeis itemizetl inaseparatetable.areference to Nat table is provitletl. Ox«observab iigs Obmrvab Pmlenrype: N,wconawcgan _ I' II ON.Appucabree ono ua roall° ';Ox«ApPlkagee SeN ea Oc=N« 'ra<tgin9 propos IR. eanswvmn sxe. 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ON«Observable C Ocomp es p ON«Appcabe C Al I"'sp�w woe) [PR91' czma� n Opo<s Not p lGmmo,spec w.oa1 a-'n wn' q' Oxd abervab e', g ree are OGmp ez r c0anm,nsp.w wee wd.l erce_e _ , ne,gr ON«Aw cable'', n�ppe0 fight din, oDot N. rewurewmw.m u,e AadMH El epmmeeEASUENmPHgm. z3 oN«oba<rva Q< O 3s,wage 0w, Goy oN«Apo rob Propo,atl hdedor Lighting Power fFlx01' Flxtprelp.D..P pmnl.wwNtwa P.r l.mp/smla.t :. (c lEv pl 0—PIRs z. ape rs ❑Doea Not I. q o d--d Il s ame e .g.3.comrols. OOna Appli zmee iEu1P I St m OGmplies THF.CONTF.NTOF THISnR.I1tn(.I�'IIIL [[G�a Ilea perapprovedr Opoas x« FKCLUSNE PROPERTY OF NI-NI tI I. , B +t to ng gp ns. Ox«Observable STRUCNRn'F),IGN_BN)—,�I',, 0 It OGmFF AppdcaMe PROTFCFNEUNDFRF,FRAI.('01•l'I21(:HT - LAWS.ANY IINAIITHORI'/.ED [[,a�.a ne ODoaa Not REFROBIL—NORUSEOF THESE Tow lagcwdwawtn- tot Ox«Observable DMWINGS IN WHOI.F.OR IN PART IS Ox«appdcaMe PROHIBITED WITHOIITPRIOR WRITTEN CONSENT BYM NWE11L SFRIILTIIML mslEttre urements in COMCM<k v<rslP.1.1.0 androom IE10�3 sdo nIX exceetlswtms pe EL—AFa[ —� DESIGN STUDIO,YLLC. Inteaor Lighting Complianw Stabrlwnt px«Appdca ik,lE zl ns one om115 oP attune ruem imtl upgcw "tgae«emsaa eeeenro" Aeamenel eemmodaw<aamPnena. aP3greednmt:l%e Linea",Pe<na°n chealisc wn PlvwNarn owI< man aron Trews•S.MPAUIeY< 02-0q-2019 xame-one gnat Date DC ENGINEERING m ern .d me.a g,uxlmp.d marm Mwn lmwd mwll .d ma<zl woad mer3l Pregttrb<: R p ttaat<:Dllg+ng —1n 1t<:0zro+/1s PmlettnN: Reppnmre:0w 9 Careful listening.Dynamic solutions. eranenam gland 5romg<SPl,tncal<Heap REn<gr ge I. 5 D Rl<na Nandsroag<«wpnauaRwl n<a <rey D Bl< a<:Pw«�o�a" gt.EaadindstpragRW,,Nona�al<sNNiA,, 'SrKEy ge 3« 5 W.Rl<ro «era<�t�oa�a"Rml.EaaaandsI.E.E««Ipnaual<a�Ele<b,<an _y <pf 5 ■ Cal...N<neckli—Re«k ka,cpM<ned5t,age«k Ok M<heck5torege.«k GkslOOlKIN<k5ts.,Edk www.drengineering.net JO S L S 208.288.2181 Project:18EAST01 Plan must be on Job Site r all inspections 4TH AVENUE EAST GENERAL SITE NOTES: ISSUE DATE 1. CONTRACTOR SHALL CONTACT UNDERGROUND UTILITY LOCATING SERVICE PRIOR PERMIT SET: TO EXCAVATION FOR ELECTRICAL WORK. FEBRUARY 15,2019 2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER SITE DISCIPLINES INCLUDING BUT NOT LIMITED TO TRADES ASSOCIATED WITH WATER, SEWER,AND GAS INSTALLATIONS. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE UTILITY WORK REQUIRED BY IDAHO POWER COMPANY AND SHALL FORWARD IDAHO POWER COMPANY WORK ORDER INVOICE TO OWNER FOR PAYMENT BY OWNER. 4. SEE SHEET E3.0 FOR LUMINAIRE SCHEDULE. PAD MOUNTED 5. SEE SHEET E4.0 FOR TRENCHING DETAIL - TRANSFORMER 11 O 1 2 A-47©©A-9 4 T - 7 __ I ' S SITE KEY NOTES: I J M 'MTR'O 1. SEE ONE-LINE DIAGRAM ON SHEET E4.0 FOR CONDUIT AND CONDUCTORS. OFFICE 'CT'O _ 2. NEW UTILITY TRANSFORMER AND PAD BY IDAHO POWER COMPANY. O (REF:SHEET E2.1L O R INA EXACT LOCATION AN P IFIC IR EN OF UTILITY ITY 3R/400/3 1 TRANSFORMER COORDINATE IT O ON D SPECIFIC REQU REQUIREMENTS L '_ BUILDING (REF:SHEET E2.3) TRANSFORMER WITH IDAHO POWER COMPANY. COORDINATE WITH IDAHO POWER WP2 WP1 COMPANY FOR CONSTRUCTION SCHEDULE. Q BUILDING A(REF:SHEET E2.2) 3 A_1 B-1 'p 9-10 AFG 1 ___ ___ ___ 3. SEE TELEPHONE TERMINAL BOARD DETAIL ON SHEET E4.0. J---�J---� II "OA SECTION 1 &2 J g ___ ___ ___ ___ L ii,B, 4. D (1 4"C AND(1)2-O ALL J L J L JPROVI 0 WITH PULL CORD TO TELEPHONE PEDEST ii / i i i COORDINATE EXACT LOCATIONAND REQUIREMENTS WITH LOCAL UTILITY /'� J o J O J COMPANY. V 1 J A-1 A-1 J / A-1 WP1 A-45t-' 7 A-32,34,36f- J \ \ 77 9'AFG WP1 9'AFG 7 / 9'AFG O 7 9'AFG WPi WPi 1 B-1 7 / 5. APPROXIMATE ROUTING/LOCATION OF IDAHO POWER COMPANY PRIMARY WPi // 9'AFG / UNDERGROUND CONDUIT/CONDUCTORS. SHOWN FOR REFERENCE ONLY. IDAHO T_r L \ 'TTB' POWER COMPANY CONDUIT,CONDUCTORS,AND TERMINATIONS BY IDAHO POWER w z_ O / COMPANY. \ 3R/30/2 A-38,40,42T1 3R/30/2 3R/30/2 / z \ WP1 I C A-5 WPi WP1 / 6. GGAATPROE IDONTROLE AND LER.. COORDINATALL TE EXACOX TTREQUIR REQUIREMENTS WITH GATE IT AND PULL CORD TO \ -�p_3 1 A-5 f, 9'AFG e A-7�-, / MANUFACTURER. COORDINATE LOCATION WITH OWNER PRIOR TO ROUGH-IN. \ - ice- r--- A-1 B-1 7. PROVIDE AND INSTALL 1"CONDUIT WITH PULL CORD TO VIDEO SURVEILLANCE WP1 WPi WPi O WP1 WP1 14'-10"AFG / HEAD END EQUIPMENT IN MAIN OFFICE. CABLING BY OTHERS. COORDINATE \ �G =__� __= ---� -- / SPECIFIC REQUIREMENTS WITH SECURITY CONTRACTOR PRIOR TO ROUGH-IN. M 12 ____` i____ `--- -6"AFG A-7 / w A-3 A-3 1 A-7 \ 9'-6"AFG i 8'-6°AFG i 9'-6°AFG i 8'-6°AFG 8. PROVIDE AND INSTALL PULL BOX AT APPROXIMATE MONUMENT SIGN LOCATION. (� W \\ / / PROVIDE AND INSTALL PANEL /4"CONDUIT FROM RESIDENTIAL ENTRY WITH 0 2�10 AND 1�10G TO PANEL INDICATED. MAKE CONNECTION TO SIGN. 1 1 --- iL--- COORDINATE SPECIFIC REQUIREMENTS WITH SIGN SUPPLIER. II----II Q WP1 , WP1 7 it / 9. KEYPAD. COORDINATE SPECIFIC REQUIREMENTS WITH OWNER AND SECURITY K� z I / CONTRACTOR PRIOR TO ROUGH-IN. Q --, r--- 9'-64AFG 9, '_6"AFG 8-6AFG--, ' " r--- \ i � it / 10. CAP AND MARK FOR FUTURE LOCATING. \ WPi WP1 / \ , _ --� `-- 11. PROVIDE AND INSTALL(1)1"CONDUIT WITH PULL CORD TO PULL BOX FROM U) A-1 � i i i i i i i B_1 PANEL TO IRRIGATION CONTROLLER AT APPROXIMATE LOCATION. COORDINATE � Q \ WP1 WPi t' WPi / LOCATION WITH OWNER. 14'-10" 0 WPi WPi 0 14'-10"AFG �J) LL1 \ \ AFG _f f 1 -r -- -r r / 12. PROVIDE AND INSTALL 2 2 CONDUIT AND(2)1-1/4 CONDUIT VIA PULL BOX -` A-3 A-3 -1 A-7 it A-7 / O" \ 9'-6"AFG 8'-6°AFG w TO MECHANICAL OR BREAK ROOM. EACH WITH PULL CORD,STUB UP IN '-6"AFG 9'-6°AFG 8'-6°AFG d CORNER OF ROOM FOR FUTURE USE. N m Q Uj WP1 , i__ 'm r--- WP1 ___, m r-- WP1 ___ W 1 \ / 1 \// i _ `__ --- A 5 ___ '- \ it 9'_6'�G --, i 9,_6„�G A 8'-6"AFG ,i it--- it--- / I- 2 \ \ 14' 10° WP1 r WP1 , f � t W P1 14'-10"AFG / 1:1N L ' AFG 0 _ -__ NS A A-3 C-i A 7 A 7 9'-6"AFG 8'-6°AFG 6"AFG F�c 9'-6"AFG 8'-6°AFG m l O ---J WP1 r--- WP1 ---, r--- WP1\ ---,i r--- -- , Q Q i ir- HqN A GpP __ A-5 ___� �___ A-5 \ / --_� `--- b-1 - `__ 3-7-2019 \ i 9'-0113 i i it 9'-6"AFG i i 8'-8"AFG WPi i i ---J WP1 V 14'-10" WP1 WP1 WP1 WP1 WP1 14'-10"AFG / \ AFG =__� r=== _ = � � r=== _` r=== / A_3 ---` `--- 8_6"AFG --_` I`-- `--- '6"AFG 9'-6"AFG ---` B. \ \ 9'-6"AFG - 8'-6"AFG / \ A-3 " C-1 A-5 " A-7 \ 9'AFG WP1 1 9'AFG WP1 I 9'AFG w_P_11 9'AFG WP1 / Z \ \II / U J \ PHASE 1 WP1 I— v \ \ ,I14'10" 14'-10"AFG LU J C� \ \ I PHASE I W \ � SECURITY FENCE / 10 PHASE 2 - FUTURE ELECTRICAL SITE PLAN TM SCALE.20 - 1" F NTENT OFTHIS DRA I S THE. xELDGG SW. DPERTYDFMA,. SFRIICIlIRA LI.DESIGN STI1D10 AND ARF PROTECTED UNDER FEDERAL COPYRIGHT LAWS.—FNA—HORFJ.ED NORTH REPRODCCFIONORUSEOFTH E DRAWINGS IN WHOIF.OR IN PARTIS MOH- 7-0—III—ENT RY MAXWFdFSTRUCIIIRAL �� DESIGN STI1D10.PL[.G s ' DC ENGINEERING Careful listening.Dynamic solutions. www.dcengineering.net JOB S LA Sm 208.288.2181 Project:18EAST01 Plan must be on Job Site I or all inspections GENERAL NOTES: ISSUE DATE PERMIT SET: 1. NUMBER ADJACENT TO DEVICE OR HOME RUN INDICATES POLE POSITION WITHIN PANEL TO WHICH DEVICES SHALL BE CIRCUITED. FEBRUARY 15,2019 2. CONTRACTOR SHALL COORDINATE ELECTRICAL SYSTEMS INSTALLATION TO AVOID INTERFERENCE WITH DUCTWORK/PIPING AND OTHER TRADES. CONTRACTOR SHALL COORDINATE PLACEMENT OF FIXTURES WITH ARCHITECTURAL REFLECTED CEILING PLAN. LOCATION OF FIXTURES SHALL GOVERN WHEN CONFLICTS WITH SUPPLY/EXHAUST DIFFUSERS OCCUR. 3. REFER TO SHEEP E3.0 FOR LUMINAIRE SCHEDULE. 4. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN(RCP) FOR CEILING TYPES. 5. ALL FIXTURES WITHIN A GIVEN ROOM/AREA ARE THE SAME TYPE AS 16 17 16 17 THE SINGLE ENFI FI URE CALLED OUT WITHIN THAT ROOM/AREA,UNLESS OTHERWE6. LINEWORK SHOWN FOR CLARITY OF SWITCHING ONLY. PROVIDE F——————————— SC1 ————————————— SC1 —————————1 — QUANTITY OF CONDUCTORS AS REQUIRED FOR CONTROL. O 7. CONTRACTOR SHALL PROVIDE#10 AWG CONDUCTORS FOR ALL a 2 A-11 A CIRCUITS OF 100'OR MORE UNLESS SHOWN LARGER. it 4 Q 4 ICI _1 SF3 ® R2 SF3 (n SC1 SC1 - - - - "-" - - - - B W� J A-1 X1 A-35 A-35 KEY NOTES: ® ( J Q IA-� 1. PROVIDE AND INSTALL LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR LL i>r T (D) (D) U I -SENSOR SWITCH CMR-PDT-9 OR APPROVED EQUAL. UJ z R1 ED2 D2 2. PROVIDE AND INSTALL LOW VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR DAYLIGHT AREA I -SENSOR SWITCH CM-PDT-10 OR APPROVED EQUAL. ____________________________________________________I 4 •__� LIVING z SF3 SF3E O2 SF3 d KITCHEN TP' 3. PROVIDE AND INSTALL POWER PACK-SENSOR SWITCHPP20 OR N 0 CF1 APPROVED EQUAL. N LOBBY A_11 R1 pI� 4. ROUTE CIRCUIT VIA PHOTOCELL. PROVIDE AND INSTALL PHOTOCELL ON '�aa Q _ _ 0 ROOF FACING NORTH CLEAR OF ANY OBSTRUCTIONS. W PP T 33 5. REFERENCE THIS SHEET FOR CIRCUIT CONTINUATION. LJ DINING W (b) � Q 6. CONNECT WITH SWITCHED RECEPTACLE. 12 = PD3 PD3 PD3 R1 Q y 7. PROVIDE AND INSTALL WALL MOUNTED OCCUPANCY SENSOR-SENSOR W m SWITCH#WSD-PDT OR APPROVED EQUAL Z z 3 s — — — ——————— -35 R2 — — — — — _____ PD3 P 3 DesR�sHe�vE W - ----i 11 CLOSET A-13 A-13 (LL b) RECEPTION UCl - 2 -11 BATHROOM r n W ----- R2 1 SF3 (a) R3 �} V! Q — — S1 — L R2 A- S1 W i,T N ————— (b(b) WALKaN CLOSET ----- A— S73 °. W 2 MECX. O RESTROOM --——— R2E AYLIGHT_AREA _________ ———— — BEDROOM 02 SF4E O W81 A-11 (D) BEDROOM 01 CF1 A-13 A- y510N L F NSF RESIDENTIAL ENTRY A-33 a ,� BREAKISTORAGE J A— X1 O " R2E SF3 SF3 A-13 5 O m R2 A-11 F CLOSET �p A-11 A-11 O O lygN A�Q? S7 6 3-7-2019 X2 i F 16 17 — — — — — — — — — — — — z 1 LIGHTING FIRST FLOOR PLAN 2 LIGHTING FLOOR PLAN LEVEL 2 z SCALE:1/4"= 1'-0" SCALE:1/4"= 1'-0" 1 NORTH NORTH J J LU n U LL LL O THE CONTENT OF THIS-NG IR THE. F.XCI.ITSIVE PROPERTY OF MAXl4F.1.1. SPRITCTIIRAL DESIGN STUDIO AND ARE PROTECITD UNDER EEDE.RAI.COPYRIGHT TTHORI�.ED RF.PRODIICTION OR USF.OFT EESF. DRAWINGS IN WHOLE OR IN PART IS PROHIBITED-OETPRIORWRITTEN CONSENT BY MAX W Fdd.STRI-RAI. DESIGN SDIDIO.PLI.C. PRASE 3 n . . . . , . . . DC ENGINEERING L Careful listening.Dynamic solutions. u www6engineering.net J0 208.288.2181 Project:18EAST01 Plan must be on Job Site r all ins ections ISSUE DATE PERMIT SET: GENERAL NOTES: FEBRUARY 15,2019 1. NUMBER ADJACENT TO DEVICE OR HOME RUN INDICATES POLE POSITION WITHIN PANEL TO WHICH DEVICES SHALL BE CIRCUITED. 2. REFER TO SHEET E3.0 FOR PANEL SCHEDULES. 3. PROVIDE GFI PROTECTION WHERE REQUIRED BY LOCAL AHJ. 4. ALL CIRCUITS IN RESIDENTIAL AREA SHALL BE ARC FAULT PROTECTED. KEYNOTES: 1. SEE ONE-LINE DIAGRAM ON SHEET E4.0. 2. SEE TELEPHONE TERMINAL BOARD TTB'ON SHEET E4.0. 16 17 16 17 3. PROVIDE AND INSTALL 3/4"CONDUIT WITH PULL CORD FROM FURNACE TO ASSOCIATED OUTDOOR UNIT FOR CONTROLS,BY MECHANICAL CONTRACTOR. A-27 O F—————————————————————————— 4. PROVIDE AND INSTALL 3/4"CONDUIT WITH PULL CORD FROM T-STAY TO � T ZONE CONTROLLER LOCATED AT THE FURNACE. WIRING BY MECHANICAL J.. M 'MTR' 1 5. DOOR BELL AND PUSHBUTTON,WIRE AS REQUIRED. Q 6. SWITCH ONE HALF OF RECEPTACLE. n r^n A-27 A-27 A-27 1 VP/GFI 7. CONNECTION FOR MICROWAVE. PROVIDE AND INSTALL RECEPTACLE FOR CTO �J,y vI 9 / MICROWAVE. COORDINATE MOUNTING HEIGHT WITH GENERAL CONTRACTOR. j f1 J -A_u B 8. CONNECTION FOR RANGE HOOD. COORDINATE MOUNTING HEIGHT WITH ,,J f Oi ARCHITECT PRIOR TO ROUGH-IN. ROUTE TO SWITCH ABOVE BACK SPLASH, NEMA 3R SER A/Fl A_4 A_43 A- 12 ON WALL IN ACCESSIBLE LOCATION. LL DISCONNECT SWITCH A-J61 GFlUJ ACC EF 9. CONNECTION FOR DISPOSAL. INSTALL SWITCH ABOVE BACK SPLASH,ON WALL IJ Z 4 IN ACCESSIBLE LOCATION. 8 q_41 p p LIVING10. NEMA 6-30R RECEPTACLE FOR STACKED WASHER/DRYER. PROVIDE AND �1 A KITCHEN II II INSTALL 3/4"CONDUIT WITH 2110 AND 1#10 GROUND TO PANEL INDICATED. j(1 N A J 7 0 d 11. EXHAUST FAN IS CONTROLLED BY SWITCHED LIGHTING CIRCUIT IN RESTROOM. LIJ LOBBY as Q _ _ 12. PROVIDE AND INSTALL 3/4"CONDUIT WITH PULL CORD TO ACCESSIBLE LOCATION. CABLING TO BE ROUTED BACK TO'TTB'. SEE GENERAL NOTE#3 m W DINING+113" AEI ON SHEET EO.0. LL1 A-25 ABOVE WINDOW 13. COORDINATE WITH ARCHITECT FOR MILLWORK PRIOR TO ROUGH-IN. = 13 Q CID 11 A-43 14. PROVIDE AND INSTALL 3/4"CONDUIT WITH PULL CORD FROM JUNCTION BOX 7 W A-43 FOR VIDEO SURVEILLANCE HEAD END EQUIPMENT TO PANEL INDICATED. IL-I z A-25 COORDINATE LOCATION WITH OWNER PRIOR TO ROUGH-IN. �I ------ ------------ G� IJ�y kc A-33 A-33 W W _- -_ �A 25 A-25 CLOSET C CO 1 13 12 13 L LL _ ____ 3 1 1 5 SD ljn Ld LU RECEPTION A-31 10 J f O ----- A-10,1 _1 W BATHROOM D EF pASHE A_33 N A 23 EF EF O 5 WALK-IN CLOSET A 33 ----- A 3 A-25 A-59 -31 ----- A-15 ----- GFI 11 1PO A-11 nP 6 MECH. 11 RESTROOM --— — _ — — -A-21 A_31 A_I GF A GA O A GFI E BEDROOM 01 SD SD BEDROOM 02 GA o 4 Qo��yS\ON NSF ZDO2 T T 'A'EC 1 'A' A 1 a 5 p A-21 A-21Z-1 S SEC 2 AC o WP/GFI BREEVOSTORAGE O EF A-31 2 CLOSET Vp RESIDENTIAL ENTRY O ��` 0 11\ lyq/V A A-21 Fl O +42"/G A-19 A_ 3 A-33 q-3 3-7-2019 12 2 6 F A-21 WP/GFl ry LU C/) 1 POWER FIRST FLOOR PLAN //� POWER FLOOR PLAN LEVEL 2 O SCALE:1/4"= 1'-0" SCALE:1/4"= 1'-O" 0— z NORTH NORTH w J U II LL LL O T ..EDNTE FOFTHIS-NGIRTHE. F.XCI.IISNY:PROPERTY OF MAXl4F.1.1. STRIIGITIRAL DESIGN STUDIO AND ARE PROTECTED UNDER EEDE.RAI.COPYRIGHT ITHORI�.ED RF.PRODIICTION OR USF.OF THFSF. DRAWINGS IN WHOLE OR IN PART IS PROHIBITED WTTHOET PRIOR WRITTEN CONSENT RA MAXWE1 STRIICDIRAI. DESIGN SDIDIO.PLI.C. r u �- 3 n . . . . . . . . DC ENGINEERING 2 2 Careful listening.Dynamic solutions. u www6engineering.net J0 208.288.2181 Project:18EAST01 Plan must be on Job Site r all ins ections ISSUE DATE 16 PERMIT SET: FEBRUARY 15,P019 F CU CU 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A-29-0 WP/GFl B 3R 60 2 3R 2 I I A-6,8 A-2,4 I"C,2#4,181OG 1-C,216,1g10G SF4 O ---------, I I I I I I I I I I I I I I I I I I I I I I I I r U!1 I I I I I I I I I I I I I I I I I I I I I I I N A-2 I LU ad I. C — — — — — — — — —— — — — — — — — p-, W I— SF1 A-9 SF1 SF1 SF''_ A-29 SF1 SF1 SF1 W V J SF, + +AX,' BUILDING A +Az; _ A-29 , D T GF-3 ■LLU I-I-.I II I I LU I I I I II I II -_J I w Z z sit LLLU —1SF1E A E-1 7 ____________________J L-------------------- J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ld U N I I Xi I i i i i i i i i i i i i i i X7 I F A-, A-1 E1 WP/GFl E1 WP/GFl 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ��s\oNASF 9 95 a 1 LIGHTING&POWER PLAN-BUILDING"A' rHgN A. SCALE:1/4"=1'-0" 3-7-2019 NORTH GENERAL NOTES: KEYED NOTES: ® Z 1. NUMBER ADJACENT TO DEVICE OR HOME RUN INDICATES POLE POSITION WITHIN 1. PROVIDE AND INSTALL 3/4"CONDUIT WITH PULL CORD FROM FURNACE TO Q PANEL TO WHICH DEVICES SHALL BE CIRCUITED. ASSOCIATED OUTDOOR UNIT FOR CONTROLS,BY MECHANICAL CONTRACTOR. 1 2. CONTRACTOR SHALL COORDINATE ELECTRICAL SYSTEMS INSTALLATION TO AVOID 2. PROVIDE AND INSTALL 3/4"CONDUIT WITH PULL CORD FROM T-STAT TO UNIT 0- INTERFERENCE WITH DUCTWORK/PIPING AND OTHER TRADES. CONTRACTOR INDICATED. WIRING BY MECHANICAL SHALL COORDINATE PLACEMENT OF FIXTURES WITH ARCHITECTURAL REFLECTED n/ CEILING PLAN. LOCATION OF FIXTURES SHALL GOVERN WHEN CONFLICTS WITH Q Dr- SUPPLY/EXHAUST DIFFUSERS OCCUR. w 3. REFER TO SHEET E3.0 FOR LUMINAIRE SCHEDULE. 4. REFER TO SHEET E3.0 FOR PANEL SCHEDULES. O 5. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN(RCP)FOR CEILING TYPES. 0- 6. ALL FIXTURES WITHIN A GIVEN ROOM/AREA ARE THE SAME TYPE AS THE SINGLE 06 FIXTURE CALLED OUT WITHIN THAT ROOM/AREA,UNLESS OTHERWISE NOTED. !!nn 7. LINEWORK SHOWN FOR CLARITY OF SWITCHING ONLY. PROVIDE QUANTITY OF v CONDUCTORS AS REQUIRED FOR CONTROL ry1 7 8. CONTRACTOR SHALL PROVIDE#10 AWG CONDUCTORS FOR ALL CIRCUITS OF LLJ L� 100'OR MORE UNLESS SHOWN LARGER. 9. OCCUPANCY SENSOR IS INTEGRAL TO LIGHT FIXTURE'SF1 &SF1E'. SEE 2 LUMINAIRE SCHEDULE ON SHEET E3.0. f n J THECGNTENTOPTHISDRAWINGISTHF. _C1,1 SWF.PRDPERTYDFMAXI,Tss. SFRIIOFIIRAL DESIGN STIMIO AND ARF PROTEOFF.D UNDER FEDERAL COPYRIGHT .AWS.ANYIINACTHORFJ.ED REPRODUCTIONORIISEOFTH E DRAWINGS IN WHOIF.OR IN PARTIS PROHIRFFED WITHOIITPRIOR WRITTEN CONSEN"I'BY MAX W Fdd.STRIICIIIRAI. �� DESIGN STI1D10.PL[.G 5 n . . . . . . . . DC ENGINEERING `MSE' Careful listening.Dynamic solutions. u www.dcengineering.net JOS Sill • 208.288.2181 Project:18EAST01 Plan must be o!Job Site r all ins es ISSUE DATE PERMIT SET: P3R/6WO/2 FEBRUARY 15,2019 1 2 3 4 5 6 T 9B- 6,110G B-2,4 I I BUILDING G 0 ------ ST111 FST-111 SF SF1 8-3 SF1EFST-111 B-3 2 GF I I BUILDING G 3 3 GF-3 T I I I B�-1 ----- ---- _ ---- ---- ---- ----- S4 _—_J lJIIIII IIL____________________JIII LIII____________________JIII LIII --------------------JII l�M B-3 Q SF1E aF1�- -J co n I I I I I I I I I I I I I I Id I I I I I I I I I I I I I I v l I I I I I I I I I I I I I I X1 ID B-1 EB— ] UJ N U B-1 I-L.I E1 1 B B-3 WP/GR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 yS ON Lf NSF C F� 4 9 95 a 1 LIGHTING&POWER PLAN-BUILDING"G" ° 2 SCALE:1/4"=1'-0" GENERAL NOTES: KEYNOTES: ® ryaro A c "� 1. NUMBER ADJACENT TO DEVICE OR HOME RUN INDICATES POLE 1. SEE ONE-LINE DIAGRAM ON SHEEF E4.0. 3-7-2019 NORTH POSITION WITHIN PANEL TO WHICH DEVICES SHALL BE CIRCUITED. 2. CONTRACTOR SHALL COORDINATE ELECTRICAL SYSTEMS INSTALLATION 2. PROVIDE AND INSTALL 3/4"CONDUIT WITH PULL CORD FROM FURNACE TO TO AVOID INTERFERENCE WITH DUCTWORK/PIPING AND OTHER TRADES. ASSOCIATED OUTDOOR UNIT FOR CONTROLS,BY MECHANICAL CONTRACTOR. CONTRACTOR SHALL COORDINATE PLACEMENT OF FIXTURES WITH 3. PROVIDE AND INSTALL 3/4"CONDUIT WITH PULL CORD FROM T-STAT TO UNIT Q ARCHITECTURAL REFLECTED CEILING PLAN. LOCATION OF FIXTURES INDICATED. WIRING BY MECHANICAL J SHALL GOVERN WHEN CONFLICTS WITH SUPPLY/EXHAUST DIFFUSERS OCCUR. 3. REFER TO SHEET E3.0 FOR LUMINAIRE SCHEDULE. _ /11 1 4. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN(RCP) '^ U J FOR CEILING TYPES. 5. ALL FIXTURES WITHIN A GIVEN ROOM/AREA ARE THE SAME TYPE AS THE SINGLE FIXTURE CALLED OUT WITHIN THAT ROOM/AREA,UNLESS O OTHERWISE NOTED. 6. LINEWORK SHOWN FOR CLARITY OF SWITCHING ONLY. PROVIDE Q (- QUANTITY OF CONDUCTORS AS REQUIRED FOR CONTROL 7. CONTRACTOR SHALL PROVIDE#10 AWG CONDUCTORS FOR ALL 045 CIRCUITS OF 100'OR MORE UNLESS SHOWN LARGER. r Il 8. OCCUPANCY SENSOR IS INTEGRAL TO LIGHT FIXTURE'SF1 &SF1E' W z FOR STORAGE UNIT'G'. _ I— (2 V J THEGGNTENTOPTHISDRAWINGISTHF. EXCI.DSW F.PRDPERTY DF MAXI,Tss. STRUCTURAL DESIGN STIM10 AND ARE PROTECFF.D UNDER FEDERAL COPYRIGHT .AWS.ANYIINACTHORFJ.ED REPR0DI=0N0RIISE0FTH E DRAWINGSINW 01—RIN PARTIS PROHIRFFED WITHOIITPRIOR WRITTEN CONSENT RY MAX W Fdd.STRIICIIIRAI. I�^III I �� DESIGN STI1D10.PL[.G r u �- 4 n . . . . . . . . DC ENGINEERING `MSE' Careful listening.Dynamic solutions. u www.dcengineering.net JOS Sill • 208.288.2181 Project:18EAST01 Plan must be on Job Site I or all ins ections ISSUE DATE 1 2 3 4 5 6 7 8 9 10 11 12 PERMIT SET: A Q FEBRUARY 15,2019 I I I I I I I I I I I I I I I I I I I I I I I I li li li li li li li li li li li li li li li li li li li I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I B r r r r r r ____________________ I � O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ■ Q I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ■ I I I I I I I I I I I I I I I I VI I_ Q a (n c — — ■_ LU ■w z E1 C-1 SF1E 17ST11 SF1 SF1 C- SF1 SF1E SF1 SF1 Z BUILDING D' p G , ■Q � C-3 ■ WP/GFl ` J ` J ________ ________ C) E � i Z Z r r Q Q I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I /n V I I I I I I I I I I I I I I I I I I I I I I I II O Ld � J i T w I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I F O 1 2 3 4 5 6 7 8 9 10 11 12 C 3 14 15 16 17 18 to GENERAL NOTES: A 1. NUMBER ADJACENT TO DEVICE OR HOME RUN INDICATES POLE o��yS�ON NSF I i i i i II II POSITION WITHIN PANEL TO WHICH DEVICES SHALL BE CIRCUITED. y Fp I I I I I I I I I I 2. CONTRACTOR SHALL COORDINATE ELECTRICAL SYSTEMS INSTALLATION TO AVOID INTERFERENCE WITH DUCTWORK/PIPING AND OTHER TRADES. O Z I I I I I I I I I I CONTRACTOR SHALL COORDINATE PLACEMENT OF FIXTURES WITH X � ARCHITECTURAL REFLECTED CEILING PLAN. LOCATION OF FIXTURES lygN ,P SHALL GOVERN WHEN CONFLICTS WITH SUPPLY/EXHAUST DIFFUSERS A OCCUR. 3-7-2019 I I I I I I I I I I 3. REFER TO SHEEP E3.0 FOR LUMINAIRE SCHEDULE. 7 ZI I I I I I I I `----------------------' `----------------------' `----------------------' `----------------------' `----------------------1 4. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN(RCP) FOR CEILING TYPES. B 5. ALL FIXTURES WITHIN A GIVEN ROOM/AREA ARE THE SAME TYPE AS ^ THE SINGLE FIXTURE CALLED OUT WITHIN THAT ROOM/AREA,UNLESS 0- OTHERWISE NOTED. 6. LINEWORK SHOWN FOR CLARITY OF SWITCHING ONLY. PROVIDE Q QUANTITY OF CONDUCTORS AS REQUIRED FOR CONTROL UJ1 1 7. CONTRACTOR SHALL PROVIDE#10 AWG CONDUCTORS FOR ALL CIRCUITS OF 100'OR MORE UNLESS SHOWN LARGER. 8. OCCUPANCY SENSOR IS INTEGRAL TO LIGHT FIXTURE FOR BUILDING z O II II i i i i i I i �D� BUILDING D Q 9. REFER TO SHEEP E3.0 FOR PANEL SCHEDULES. KEY NOTES: ® (D Q SF1 SF1 SF1E E1 M W i X1 1. SEE ONE-LINE DIAGRAM ON SHEET E4.0 FOR CONDUIT AND CONDUCTORS. W Z Z C-3 C-1 C-1 J C-1 p ff=nn = li V U ------ `--------J `--------J `-------- WP/GFl o J THECGNTENTOPTHISDRAWINGISTHF. E EXCI.DSWEPRDPERTYDFMAXI,Tss. MITMTRAL DESIGN STIM10 AND ARE PROTECTED UNDER FEDERAL COPYRIGHT .AWS.ANYIINA—HORUM REPRODI=0NORIISEOFTH E Ir ,I PROHIRTTED WITHOUT PRIOR WRITTEN CONSEN"I'BY MAX W Fdd.STRIICIIIRAI, I�^III I —� DESIGN STI1D10.PL[.G I I I I I I I I I I r u �— I I I I I I I I I I g I I I I I I I I I I 5 . . . . . . . DC ENGINEERING 1 LIGHTING&POWER PLAN-BUILDING'D' ® RSE Careful listening.Dynamic solutions. ■ O F SCALE:1/4"= 1'-0" www.dcengineering.net JO Sill 3 14 15 16 17 18 NORTH 2O8.288.2181 Project:18EAST01 Site Plan mustr all ins s on Job ections PANELBOARD SCHEDULE LUMINAIRE SCHEDULE-EASTLAND BUSINESS PARK ISSUE DATE PANEL:A SECTION 1 PROJECT:EASTLAND BUSINESS PAWL TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER LAMPS WATTS VOLTAGE MOUNTING NOTES PERMIT SET: VOLTAGE 208/120V PHASE3 WIT>E4 AMPEiERATING:400A SC RATING: MAIN:aOO MAIN BREAKER ENTRY: CFl CEILING FAN HUNTER 53314 PREMIER BRONZE 52"CEILING FAN W/5 REVERSIBLE LED 26 120 SURFACE LOA ENTRY: MOUNTING:FLUSH = El EXTERIOR EGRESS WALL PACK(BATTERY BACKED) LITHONIA AFN DB LED 1 120 SURFACE FEBRUARY 15,2019 PHASEA: 163 19584� 2=EFCLES 1.PROVIDE BOTTOM SURF®LUGS FROM PANEL A SECTIONI R1 CAN LIGHT JUNO DRIVER:2LEDDRIVER-G2-10L%MVOLT-ZT,TRIM:2LEDTRIM-G2-DB- LED 11.5 120 CEILING RECESSED PHASE B: 148 17790 I 3=MISC PHASEC: 139 167121 4=MOTOR 30K-9OCRI-FL-VVWH-2NCMF TOTAL: 54086 1 S=KITCHEN R2 CAN LIGHT LITHONIA LDN6-30/15-LO6-AR-LSS-MVOLT-EZ10- LED 26 120 CEILING RECESSED (VA) LQADSENE TYPE POLES NO PHASE NO POLES TYRE LOADSERVE (VA) R2E CAN LIGHT(EM) LITHONIA LDN6-30/15-LO6-AR-LSS-MVOLT-EZI0-ELSD LED 26 120 CEILING RECESSED 726 LTS-STORAGE BUILDING'A 8 B 1 20 1 1 A 2 45 2 4 CONDENSNG UNIT-CU2 2922 R3 CAN LIGHT GOTHAM EVO-30/20-6-DFRAMF-MVOLT LED 9.6 120 CEILING RECESSED 261 LTS-STORAGEBUILUNG'C 1 20 1 3 B 4 -- -- 4 --- 2922 PDl PENDANT HAMPTON HAMPTON 3203KZ LED 144 120 SEE PLAN 240 LTS-STORAGE BUILDING'E 1 20 1 5 C 8 60 2 4 CONDENSING UNIT-CU1 3598 261 LTS-STORAGE BUILDING'F 1 20 1 7 A e - 4 - 3598 PD2 PENDANT DELRAY LIGHTING KLP31-2-W-W35-D11 LED 31 120 SEE PLAN 500 EXTERIOR SIGN 3 20 1 9 B 10 30 2 3 STACKEWASHERDRYER 2496 PD3 PENDANT DELRAY LIGHTING KLP313-S-W30-D11- LED 35 120 SEE PLAN 1000 LTS-OFFICE ff-1,2,3 1 20 1 11 C 12 3 2496 BOO LTS-2NDFLOOR,EF-5 1 20 1 13 A 14 20 1 4 BOOSTER RUMF 560 S1 LED SURFACE MOUNT WINONA WFC4921-18DIA-2/26DTT-120-OAE-ABS LED 46 120 SEE PLAN 500 TE-ER}KNNETERMINAL BOARD 2 20 1 15 B 16 20 1 4 GAS FURNACE-GF-1 1419 SC1 LED SURFACE MOUNTSCONCE WINONA WFE5254-18LONG-1/27TT-120-OA-LBP LED 27 120 WALL MOUNTED 500 RS-BREAK ROOM-REFRIGERATOR 2 20 1 17 C 18 20 1 4 GAS FURNACE.GF-2 1419 1200 RE-BREAK ROOPA-MICROWAVE 2 20 1 19 A 20 TIED 3 RESERVED FOR FUTURE SFl LED SURFACE MOUNT LITHONIA LB L4-4000LM-80CRI-35K-MI N I-GZT-MVOLT-LSXR10 LED 41 120 SURFACE 1440 RE-OFFICE 2 20 1 21 B 22 -- --- SFIE LED SURFACE MO LINT(EM) LITHONIA LBL4-4000LM-80CRI-35K-MI Nl-GZT-MVOLT-LSXRIO-EL14L LED 41 120 SURFACE 500 RE-OFFICE PRINTER 2 20 11 1 23 C 24 -- -- --- SF3 LEDSURFACE MOUNT LITHONIA STL4-48L-MVOLT-EZ1 LED 45 120 SURFACE 10So RE-OFFICE 2 20 1 1 25 A 26 TIED 3 RESERVED FOR FUTURE 900 RE-OFFICE 2 20 1 27 B 28 -- -- --- SF3E LED SURFACE MOUNT(EM) LITHONIA STL4-48L-MVOLT-EZ1-EL14L LED 45 120 SURFACE O 1440 RE-STORAGE BUILDING'A' 2 20 1 29 C 30 -- -- ---1260 RE-2nd FLOOR- 2 20 1 31 A 32 3 3 PA NEL'B-BUILDINGG 3417 SF4 STRIPLGHT LITHONIA CLX-L48-3000LM-SEF-FDL-WD-MVOLT-GZ10-30K-80CRI-WH LED 20.32 120 SURFACE 80 1440 RE-2nC FLOOR 2 20 1 33 B 34 -- -- 3 --- 4002 SME STRIPLGHT(EM) LITHONIA CLX-L48-3000LM-SEF-FDL-WD-MVOLT-GZ10-30K-80CRI-ElOWLCP-WH LED 20.32 120 SURFACE 1100 LTS-2ND FLOOR,EF4 1 20 1 35 C 3s -- -- 3 --- 1419 UC1 UNDERCABINET LITHONIA UCEL-24-30K-9DCRI-WH LED 10.2 120 SEE PLAN Q 00 MICROWAVE--D®KAT® 5 20 1 37 A 36 60 8 3 PANEL'C-BUIL9NG Too 450 IZE-SIN WASTE 9 S E WB1 WALLBRACKET LITHONIA WL2-18L-MVOLT-EZl-LP835 LED 17.5 120 WALL MOUNTED DISPOSAL-DICAI 5 20 7 39 B 40 -- -- 3 --- 1080 -- -- --- W82 WALL BRACKET HINKLEY LIGHTING,INC. BOLLA 58940E-OP-LED LED (4)15 120 WALL MOUNTED WPl WALLPACK LITHONIA KAXW-LED-Pl-40K-R3-MVOLT-PIR-DDBXD-PER-DLL127F1.5JU LED 29 120 SEE PLAN LOADING BY TYPE CONNECTED NE CODE DBAANDFACTOR DEMAND WP2 WALLPACK LITHONIA KAXW-LED-P3-40K-R3-MVOLT-PIR-DDBXD-PER-DLL127F1.S1U LED 79 120 SEE PLAN U) J LIGHTING 4388 VA 210-44 0%, 5485 VA Xl EXITSIGN LITHONIA LQM-S-W-3-G-120/277-ELN LED 0.66 120 SEE PLAN 1 �J1 MISC CUES 16110 VA 220.44 10RVA 10100 ESE 50% 10430 VA Q MISC. 18110 VA 22aeo 100% 16110 vA X2 EMERGENCY I.ED LIGHT LITHONIA ELM2L-WOLT-SDRT LED 1.09 120 SEE PLAN I MOTOR LARGESTMOT.: SW' 16438 VA 220.50 100%+LARGEST x 25% 17899 VA GENERALNOTES U) LL KRCHBJ #OF KIT.UNITS: 1' 1650 VA 220.56 1650 VA 1.PROVIDE ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. z TOTAL 137A 143A 2.CONTRACTOR SHALL PROVIDE AND COORDINATE ALL FIXTURE MOUNTING ACCESSORIES. PANELBOARD SCHEDULE NOTES PANEL:A SECTION 2 PROJECT:EA STLANDBUSINE.SSPARK 1.COORDINATE MOUNTING HEIGHTS SHOWN ON SITE PLAN WITHARCHITECT. VOLTAGE208/120V I PHASE:3 WIRE4 AMPEiERATING:400A ISC RATING: MAIN:MAINLUG U Jl ENTRY: MOl1MING:RUSH Amps = TARKS: PHASEA: 16 18601 2=ReCEPTACLES PHASEB: 3 380 3-MMSC LUMINAIRE SCHEDULE m PHASEC. 20 2400 4=MOTOR SCALE:NTS TOTAL: 4640 5=KITCHEN (VA) LOADSENE NOTE TYPE FOL6 ND PHASE NO POLES PE NOTE LOAD SERVE (VA) Q 1000 RE-DININCVLNING 2 20 1 43 A 44 20 1 SPA 200 GATECONTROLLER 3 20 1 45 B 45 20 1 SPA 100 IRRIGATKXN CONITROL BOX 3 20 1 47 C 48 20 1 SPA z SPARE 20 1 49 A 50 SPA Q SPARE 20 1 51 B 52 SPA 800 RS-REFRIGERATOR-DEDICATED 5 20 1 53 C 54 SPA 500 VIDE EQUIPMENT 3 20 1 55 A 58 SPA L 180 RE-BATHROOM-DEDICATED 2 20 1 57 B 58 SPA V I 1500 RE-DEDICATE] 2 20 1 59 C 6O SPA 1 360 RE-.KITCHEN 2 20 1 61 A 62 SPA �f SPACE 63 B 64 SPA < SPACE 65 C 66 SPA r n LLI SPACE 67 A 66 SPA v! O SPACE 69 B 70 SPA SPACE 71 C 72 SPA PACE 73 A 74 SPA n I SPACE 75 B 76 SPA �V SPACE J�LA 78 SPASPACE 80PACE 82 SPA LOADING BY TYPE CONNECTED NE CODE DEMANDFACTOR DEMAND NOTES: LIGHTING OVA 210-19 125% OVA E-DENOTES EXISTING BREAKER TO REMAIN. RECEPTACLES 3040 VA 220-44 10WA @ 100%,ELSE@ 50% 3040 VA N-DB40TBS NEW BREAKER REQUIRE. MSC. 800 VA 220.60 100% 600 VA R-DENOTES TO REUSE EXISTING BREAKER. MOTOR LARGEST MOT: ' OVA 220-50 100%+LARGEST x 25% OVA 51QN L F KITCHEN #OF KIT.UNITS: 1' 800 VA 220.56 800 VA �6 TOTAL 13A 13A QO� NSF C A PANELBOARD SCHEDULE 95 PANG:PANEL PROJECT:EASTLAND BUSINESS PAW O VOLTAGE 208/120V PHASE:3 WIRE:4 AMPERERATING:100A ISC RATING: MAIN:60A MAIN BREAKER `p = ENTRY: MOl1MING:SURFACE �Q LOA _ lHgN A GOPp? PHASEA: 28 3417� 2=RrACLES 7N. PHASES: 33 4002 3=MSC 3-7-2019 RHASEC: 12 1419 4=MOTOR TOTAL. 8838 5=KITCHEN (VA) LOAD SERVE Tl'FE fi�L6 NO PHASE NO fADLES TYPE LOADSERVE (VA) 495 LTS-STORAGE UNIT'G&H' 1 20 1 1 A 2 45 2 4 CONDENSING UNIT-CU3 2922 1080 RE-STORAGE UNIT.1 2 20 ffi3B 4 4 2922 SPARE 20 6 20 7 4 GAS FURNACE-GF-3 1419 SPARE 20 8 SPACESPARE 20 10 SPACESPARE 20 12 SPACESPACE 14 SPACESPACE 16 SPACE SPACE 18 SPACE LOADING BY TYPE CONNETE NEC CODE DE,IANDFACTOR DEMAND U Uj Uj LIGHTING 495 VA 210.19 125% 619 VA RECEPTACLES 1080 VA 22044 101NA @ 100%,ELSE@ 50% 1080 VA MISC. OVA 220-60 100% OVA MOTOR LARGESTMIOT.: 5644' 7263VA 22NSO 100%+LARGEST.25% 8724 VA KITCHEN #OF KIT.UNITS: ' OVA 220-56 OVA 1 1 1 TOTAL 25A 29A I�� PANELBOARD SCHEDULE U-1 !,1 PANE:PANELC PROJECT:EASTLAND BUSINESS PARK 1 �J VOLTAGE 208/120V I PHASE:3 WIRE4 AMPERERATING:100A ISC RATING: MAIN:60A MAIN BREAKER W 'vJ/� ENTRY: MOIMTING:SURFACE LOA Am p5 =LZ PHASEA: 6 700� 2=REBTACLES NEW 3RPA NEL PHASES: 9 1080 3=MISC PHASEC 0 0 4=MOTOR TOTAL: 1780 S=KITRBN (VA) LOADSBRVE TYPE TILES NO PHASE NO ROLES I TYPE I LOADSENE (VA) 700 LTS-STORAGE UNIT'D 1 20 1 1 A 2 SPA 1080 RE-STORAGEUNIT'D 2 20 1 3 B 4 SPA SPARE 20 1 5 C 6 SPA SPARE 20 1 7 A 8 SPA SPARE 20 1 9 B 10 SPA THECONTENTOF THISOMWINGISTHE SPARE 20 1 11 12 SPA E%CLUSNE PROPERTY OF MAXWELL STRUCNMI.DFSIGN SI'UI110 AND ARE. PACE SPA MOT NDIINOER FeOFnAI—I—CHT SPACE 15 B 16 SPA uWs.ANY IINAIITHORnED REPRODUCTION OR USE OF THESE SPACE DRAWINGS IN WHOLE.OR IN PART IS PROHIBITED—IO-MOR WRFFEEN CONSENTRYM NWELLS1R11LT11ML LOADING BY TYPE CONNECTS NEC CODE DEMAND FACTOR —� DESIGN STUDIO,PLLC. LIGHTING 700 VA 210. 875 VA 125% 875 VA mist.RECE CLES 1OVVA 220.60 10KVA LtD 1000 ELSE 50% 1OVVA MISC. OVA 220.80 100% OVA MOTOR LARGESTMOT.: ' OVA 220.50 100%+LARGESTx 25% OVA KRCHBJ #OF KIT.UNITS: ' OVA 220-56 OVA TOTAL SA 5A DC ENGINEERING PANEL SCHEDULES Careful listening.Dynamic solutions. SCALL:NTS www.drengineering.net Jos S L S� 208.288.2181 Project:18EAST01 Plan must be on Job Site r all inspections ISSUE DATE PERMIT SET: BY UTILITY FEBRUARY 15,2019 UTILITY TRANSFORMER BY IDAHO POWER COMPANY BY UTILITY :-OCT AND METER BY IDAHO POWER COMPANY, CT CAN AND BASE BY SER NEMA 3R/4()0/31& ELECTRICAL CONTRACTOR 4"C 4 500KCMIL,I 3G GROUND 3P PER NEC 250 PANEL'A' SECTION 1 2"C 0 208/120V ^� TELEPHONE TERMINAL BOARD TTB',4'x8'x3/4" 2"C �I TBD 1-1/4-C Q I�FINISHED GRADE CUT/REPAIR ROAD AND SIDEWALK AS REQUIRED. 4#4,1#10G (n 0P 1_1/q" 3 r n J 4N4ad100 60A ��J/ LL PROVIDE 4"x1O"CU SPECIFICATION GRADE w z / /•% GROUND BUS BAR QUAD RECEPTACLE PANEL'A' 60A O O z WARNING TAPE RUN LENGTH----- GROUND SECTIOON 3P OF TRENCH COMPACTED EARTH PROVIDE#4 CU GROUND PER NEC 250 MIL208/120V PANEL'B PANEL'C' r n BACKFTLL PER TO TELECOMM GROUND BUS 208/120 208/12 �/1 SPECIFICATIONS FINISH FLOOR EARTH BACKFlLL COMPACTED 1/2"C W/#4 CU GROUND (1)4"CONDUIT WITH PULL GENERAL NOTES: M BEDDING&PER CONDUITS(SEE PLANS FOR WIRE BONDED TO MAIN CORD FOR TELEPHONE 1. CONTRACTOR TO PROVIDE AND INSTALL ENGRAVED PHENOLIC LABEL WITH SPECIFICATIONS QUANTITY AND SIZE) PANEL GROUND BUS CABLE TO EXTERIOR BOX ARC FAULT AND DATE AT SERVICE ENTRANCE. 12 4"MIN 4"MIN Q (1)2"CONDUIT WITH PULL KEY NOTE: ® Z z CORD FOR CAN CABLE TO EXTERIOR BOX 1. SEE ELECTRICAL SITE PLAN FOR CONDUIT LOCATION. 3 TRENCHING DETAIL 2 TELEPHONE TERMINAL BOARD DETAIL 1 ONE-LINE DIAGRAM F" SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. U) O w N SS ON LF AS C w 4 9 95 a o a � IHgAr A Q? 3-7-2019 J U J U LEI LLJ p J LLJ —CONTENT OFTHIS DRAWING IS THE. EXCI.IISrvF.PROPFATYOFMAXIN , SFRIICTIIRAL DESIGN STIMIO AND ARF PROTECFF.D UNDER FEDERAL COPYRIGHT .AWS.ANYIINALTHORF- RFPRODI:CTIONORIISEOFTH E DRAWINGS IN WHOIF.OR IN PARTIS PROHIRFFED WFFHOIITPRIOR WRITTEN CONS—BY MAX W Fdd.STRIICIIIRAI. �� DESIGN STI1D10.PL[.G DC ENGINEERING Careful listening.Dynamic solutions. www.dcengineering.net JOB S LA S� 208.288.2181 Project:18EAST01 Plan must be on Job Site i or all inspections