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HomeMy WebLinkAbout45131-Z ¢ �uFFO[ t Town of Southold 12/8/2022 P.O.Box 1179 o53095 Main Rd y�ol �a01 Southold,New York 11971 jil CERTIFICATE OF OCCUPANCY No: 43662 Date: 12/8/2022 THIS CERTIFIES that the building COMMERCIAL Location of Property: 11900 Oregon Rd,Cutchogue SCTM#: 473889 Sec/Block/Lot: 83.-3-5.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/20/2020 pursuant to which Building Permit No. 45131 dated 8/25/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: self-storage building as applied for. (Bldg.#6) The certificate is issued to 11900 Oregon Rd LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45131 11/2W2022 PLUMBERS CERTIFICATION DATED Ar ed nature ��o�SufFot,r�o TOWN OF SOUTHOLD �y BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45131 Date: 8/25/2020 Permission is hereby granted to: 11900 Oregon Rd LLC 11900 Oregon Rd Cutchogue, NY 11935 To: construct a new self-storage building (building #6) as applied for per site plan approval. i0.-5=202*2AMEN_DP errii Ctho reflect construction alterations as per new plans provided. Additional certification may be required. At premises located at: 11900 Oregon Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 83.-3-5.3 Pursuant to application dated 7/20/2020 and approved by the Building Inspector. To expire on 2/24/2022. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $5,050.00 CO-COMMERCIAL $50.00 Total: $5,100.00 Building Inspector TOWN OF SOUTHOLD �o�suFFot,r�oG BUILDING DEPARTMENT TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45131 Date: 8/25/2020 Permission is hereby granted to: 11900 Oregon Rd LLC 11900 Oregon Rd Cutchogue, NY 11935 To: construct a new self-storage building (building #6) as applied for per site plan approval. At premises located at: 11900 Oregon Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 83.-3-5.3 Pursuant to application dated 7/20/2020 and approved by the Building Inspector. To expire on 2/24/2022. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $5,050.00 CO-COMMERCIAL $50.00 Total: $5,100.00 Building Inspector i Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in_by_typewriter or ink and submitted to the Buil_ding_Department.with_the following:_______ A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept: of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the.solder used in system contains less than 2/10 of 1%lead. S. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1-957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1_ Certificate of Occupancy-New.dwelling$.50:00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00;Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 - 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: Ho se No. Street Hamlet Owner or Owners of Property: M4 TIP X69X\I'A'�17 Suffolk County Tax Map No 1000, Section J Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate. (check one Fee Submitted: $ �/ Applicant Signature ho��of so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 Q COUNTV I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Oregon Rd LLC Address: 11900 Oregon Rd BLDG 6 city:Cutchogue st: NY zip: 11935 Building Permit#: 45131 Section: 83 Block: 3 Lot: 5.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: GJS Electric License No: 4839ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 10 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 4'LED Exit Fixtures Pump Other Equipment: 200A Panel 30 Circuit/2 Used Notes: Storage Building # 6 Inspector Signature: Date: November 29, 2022 S.Devlin-Cert Electrical Compliance Form ,rjf SOUjxo * # TOWN OF OUTHOLD BUILDING DEPT. Von 765-1802 Z-FOUNDATIONlST ' [ [ ] ROUGH PL13G. [ .] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]' ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P C/O REMARKS: 60 VO4iS DATE INSPECTOR U I OF 50UTyO6 v� '*v TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL � &&a - REMARKS: 50 ww t 3 �1... ul OW 11wl DATE 111 '� INSPECTORY qjvz. OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O.Bos 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631765-1938 Southold,NY www.southoldtowuny gov PLANNING]BOARD OFFICE TOWN OF SOUTHOLD December 23, 2022 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 ,Re: . Approved Site Plan —Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 Dear Mr. Kosmynka: The Planning Board has found that the requirements for Phase 3 including two storage buildings labeled #5 and #6 each at 12,000 sq. ft., and the overall Site Plan referenced above, have been completed based on the site inspection made November 14, 2022 and the Planning Board work session on November 21, 2022. These buildings and the site are now in general conformance with the approved site plan prepared by Kenneth H. Beckman, L.S., Dated May 2019 and last revised June 16, 2020, and the Planning Board supports the issuance of a Certificate of Occupancy for the site plan. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. -- tfull r- Res c Dona :J-. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer Bunch, Connie From: Lanza, Heather Sent: Tuesday, November 22, 2022 9:44 AM To: Verity, Mike; Bunch, Connie; Nunemaker,Amanda; Dwyer, Tracey; Pontino, Susan Cc: Michaelis,Jessica;Cummings, Brian A.; Palmeri,Allison;Terry, Mark Subject: Oregon Road Storage (aka Stone Wall Storage) November 22, 2022 Planning Board Final Site Inspection for c.o. Oregon Road Storage (aka Stone Wall Storage) SCTM 83-3-5.3 The Planning Board reviewed the final site inspection for this storage facility on Oregon Road in Cutchogue at their work session on November 21, 2022. They found that the site has been constructed in accordance with the approved site plan. They have no objection to certificates of occupancy being issued for this site. Heather Lanza,AICP Town Planning Director Southold Town Planning 53o95 Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: heatherlOsoutholdtownn .aov 1 ro DAA ■ ■ DiGiovanni and Associates Architects 26 preston avenue y sea cliff,ny 11579 (! (516)671-3624 'fax(516)759-7138 email DAA93Amsn.com ff 4i a; ri November 15,2022 ay Town of Southold Building Department 54375 Main Road 6i Southold,NY 11971 1 Re: Unit to Go-Building 6 (1 story- 12,000 sf) 4i Permit 45131 ! 11900 Oregon Rd Cutchogue,NY 1000-083-03-005.3 f' �l To whom it may concern; Please be advised that the above referenced new building was built per the Town of Southold approved plans. The framing, strapping and fire walls are in compliance with the approved plans and NYS.2020 building codes.Also the construction is in compliance �! with ASHRAE 90.1 -2019 energy standards and NY State 2020 Energy Conservation Code.Roof insulation has an R rating.of 38, and wall insulation has an R rating of'13. Fire Alarm is not required per NYS 2020 building codes or NFPA72. I Contact me with any questions a� 9 RA,.aial F NEIN �I �i i I ro' TOSouthold Building 6—11.15:22 �i 1 9' �I rij Il J' i THERMALL 4 • 1. } Cleveland,OH • Lancaster,PA • Madison,WI • Atlanta,GA • Orlando,FL •'Dallas,TX • Phoenix,AZ • Sacramento,CA I WMP-VR POLYPROPYLENE/SCRIM/KRAFT Meets ASTM C1136 Type IV FACING COMPOSITION DESCRIPTION VALUES(ENGLISH) VALUES(METRIC) White Film Polypropylene 0.0015 inch 38.1 micron I Adhesive Flame Resistant l' Reinforcing Tri-directional 5/inch(MD) 204 100 mm (MD) Fiberglass/Polyester 4/inch (XD) 16/100 mm (XD) Kraft Natural 11 lbs/3000 ft? 18 g,/m2 PHYSICAL PROPERTIES TEST METHOD VALUES(ENGLISH) VALUES(METRIC) Basis Weight Scale 17 lbs/1000 ft2 83 g'/m2 } Permeance(WVTR) ASTM E96 0.09 perm, 5.17 ng/'N's Procedure A (grains/hrit2'in Hg) Bursting Strength ASTM D774 60 psi 4.2 kg/cm2 ' Puncture Resistance ASTM C1136 125 beach units 3.7 Joules Tensile Strength ASTM C1136 40 lbs/inch width(MD) 7.0 kN/m (MD) � 30 lbs/inch Width (XD), 5.3 kN/in (XD) 4! Caliper/Thickness Micrometer 0.008 inch 203 micron Accelerated Aging 30 Days @ No Corrosion No Corrosion 95%RH, 120°F(49°C) No Delamination No Delamination ` Low Temperature Resistance ASTM D1790 Remains Flexible Remains Flexible -40°F(-40°C) No Delamination No Delamination ) High Temperature Resistance 4 hours @ Remains Flexible Remains Flexible 240°F(116°C) No Delamination No Delamination Water Immersion 24 hours @ 730F(23°C) No Delarination No Delamination Mold Resistance ASTM C665./C1338 No Growth No Growth Dimensional Stability ASTM D1204 0.25% 0.25% Light Reflectance ASTM C523 85% 85% FIRE TESTING l UL-723/ASTM E84 CAN ULC=S102M BRITISH STANDARD 476 Flame Smoke Flame Smoke Parts 6 and 7 i Spread Developed Spread Developed Summary Report Film Exposed 10 10 15 30 Class 0 Surface Kraft Exposed 15 5 15 45 Physical Properties based upon statistical averages, Weight/Thickness+/-10% �L�� G /lam 1 �1 PLUS ThB TECHNICAL DATA SHEET(TDS) CSI 09 96 46 1.800.989.8577 www.nobum.com ! �i MANUFACTURER 4. APPLICABLE STANDARDS r. No-Bum,Inc. No-Burn"'Plus ThB may be speed in compliance of the following: r� 1392 High Street,Suite 211 AC377 ECO17 iI Wadsworth,Ohio 44281 AC456 GSA PBS-P100 2i www.nobum.com ANSI/ASHRAE/ICC/USGBC Standard 189.1 ICC/ASHRAE 700 NGBS ANSI/NSF 51 IgCC DESCRIPTION ASTM E84 LEED v3 2009&v4 No-Burn"Plus ThB is a water-based thin film Intumescent coating when ASTM E96 NFPA 286 exposed to high temperatures and flame,intumesces creating•a char- CARR 'SCAQMD Rule 11.13 barrier protecting treated Substrates from fire. Certified to be applied CDPH(CA Spec 01350) UL 1115 to a variety of Substrates,fire performance compliance is achieved with CHPS ¢ the appropriate wet film thickness. I I 1. PRIMARY USES !{ For use in new and existing buildings,complying with the IBC•,IMC•, orp� IRC',IEBC•and other applicable codes or standards,Plus ThB is utilized OF Thkimm Rae 11W&atite•G0pmCe)� TB 14vet 115selft/pl. 3j in applications where it provides: BASF Enatit WOpen CeDSPF TB 14wet nssr.ft/gal. • Interior Finish Classification Class 1 or Class A:FS 0/SD 10 BASF&~134180penCeRSPF TB 14 wet n5sq.ft)�& {i • Alternative or Non-prescriptive Thermal Barrier BA FSW3M&SPC[asedGas* TB 14wet n5sq.1t/g4 ' BASFSpraWTe•1580asedGeESPF TB 14wet 115sq.fUgal. • Alternative or Non-prescriptive Ignition Barrier 8kSFSWWW8J Ce3SPF TB 14vvt =sq.ft/pL • Gass III Vapor Retardency BASFspraydte•178closed CeDSPF TB 17 wet 94sq ft./pl i Rk%Spayole•87206closed Cell SPF TB 17we! 94s%kjlpL Code Compliance Evaluation Reports:ER 305&TER 1905-03. 8ASFwab%ALlsCeISPF TB 17wet 94sq ftAgal. BASFWaDCte us-NC1osedCe15PF TB 17wet 94sr.11APL Installation Verification:SPFA-148. BASFWatmn K4closedcetsPF T8 17wet 945%kA g Ewsprap'te•CamfatCnsedCell PF TB 14wet nSsgftjpl I 2. SPECIFICATIONS BASFsp&J=—CmtartPhaansedCAW TB 14wet 11ss4ft/pl ¢� Color: Opaque/White/Gray/Dark Charcoal/Tinted BASF sprayfte•CamfortXlansedCelSPF TB 14wet 1154f jgpl. BAS Be TB 14wet t White erFWale•LwPOwed emSPF TB 14wet 1S%1j93L {i • aA$FWafffite•HPtSaosedCrdSPF TB 14wet M-,%fVgaL Finish: Flat BASFwabte 2WaowdCe95PF TB 17wet 94sgftApi �I Cafte5eWWPf00ixnCe09F TB 14 vie 115s%f[/gal VOC Content: i8 g/L EPA Method 24 earbleFwmsWates0HroPe,[e9SPF TB 14wet Mscift,/pl. { Dry Time: 60.90 Minutes c3rrtieSeafraePro►4ihYiddopenceisPF TB 14wet 115sq.ft/pl. I Pails: 5-Gallons(19 L),58.5 lbs. CarfdeRanmdate5o0pmC0flSPF TB 14wet Msci c/git { Drums: 55 Gallon Drum(208 L),net 45 Gallons CameseaffitePro NoMaOpencensPF TB 14wet 215sq.ft/pr. (170 L)586.5 lbs. CarfdesearraeProacEedCe15PF TB 14 wet 115sq fttpl. carlideRniintateCksedCell SPF TB 14wet 1B4f./gt i. Shelf Ufe: 12 Months cafte-sedriteProonezeroCe1sF TB 14wet ussq.ft/g& Cure Time: 24 Hours CbrraleR=sdateHFOcImWCePSPF TB 14 wet USslft/pL Boiling Point: 212'F DwQxSmlBMmi•5000penCeDSPF TB 36wet Mci.R/pl. II DwdecAvft9rcBa0pmGd5PF TB 16wet Mq.ft./pl. 7 Freezing Point: 327 DwimHeatbkHroHighlrRtlosmcEOsPF TB 16wet ��� %Volatile by Volume: 3346 DanietHeadokHPDAotlasedCeDSPF 7B 16wet IOOsq.fUgal Specific Gravity: 1.25 DsrftHeatOkxrs0asedCe1SPF 78 16wet 100sq.k/p+. l DerdecHead*XT-wCtosedGdSPF TB 16wet 10Dsq ft./pL it View product Safety Data Sheet (M)SDS and Best Practices for Safe Ene00neMX3iG3MA200D0raedCa1SPF TB 14wet 115sgft/pL iI GaooWr3sattF75prayf45C00patCe1SPF TB 14wet115sq.ft.Jp1 Handlina&StoraRefor more information. GawWemmll M0osedCOSPF TB 14 wet 115sq.1Vp1 j{ GacoWesten0nePa%F1=Cu edCe1SPF TB 14wet 1155q.ft./pL !) 3. PRODUCT PERFORMANCE GwoWestan0rse mLnwGWF1=SPF TB 14wat nssgft./pl. No-Burn°Pius ThB may be used for the Primary Uses expressed. As a GaseralC®trg U0a,-TMM05o0patCe1SPF TB 14wet 1154ftJpL component in an alternative ignition barrier assembly or thermal barrier GG�Coa*VUkra hw*050Nla ft Open Gel5PF TB 14wet 135aq ft/gA cwUngsulra-Thara�oM�cProgpercelsPF TB 14wet 115s1.fL/gat. j assembly,Plus ThB is an intumescent fire protective coating for Interior Cme dlCaatkWUkra_ThaneOSDxopenCASPF TB 14wet 1154iLlgal. j spaces where spray polyurethane foam is installed. Applied in a one- GavMQariwlfta7haw170aasW0dSPF TB 14 wet 115sq.1/pL i coat application;Plus ThB is passively protecting the spray foam surface Gf l CaatiWUltra-lbanzmclosed OdSPF TB 14 wet Msq.ft gal. ¢¢ atWCoWUltra-Vwne202HrORAamdCeASPF TB 14 wet n5sqt&l. by delaying the temperature rise of the foam, and by delaying or Gw" yl c,wealcoafiWusraTtramzosHwaasmcdlsPF Ta lawet ussq.ft/pL preventing the foam from igniting. Gwa2lGwtiVUba-7l ,e205FMtDgf,.t8tacsedce9 TB la wet n5sq.tt/pl. kXneseaasacOperCelSPF TB 16wet 100sr ft/pL Applicable for open cell and dosed cell spray polyurethane foam,Plus CbssktDtrdOpen CeUSPF TB 16viet M=4ft/jpl. sI ThB provides the fire protection and Class III vapor retardency as code (tynenep— SekdGpariCeISPF TB 16wet 100sq. jol. requires for residential,light commercial and commercial construction. I kyneneClasscPhts0pa,Gel SPF TB I 16wet 1130sqftAgaL Complies with USDA requirements for incidental food contact and 1Atm—tvaThe-1Barrier rM1x­blles:Ev+watmnae,..:ER305 Table 2aTER zsosmTable t. f 'Mier. Live IgnWate astrier(ID)ANmmblks;Era:atton Reports:CA 303 Table 3 9 TER 190503 Table i ' ANSI/NSF 51 Food Zone Materials. , 1. N,, -BURN:q Page Iof9 a FIRE WISETMl 61 -PLUS Th B TECHNICAL DATA SHEET(TDS) CSI 09 96 46 1.600.969.8577 www.nobum.com �I Table I Continued Table I Continued TBI or FilmSpread Material TBtor MaterialMaterialFflm "- Spread 182 Thldmess Rate IBz T'hIdmess Rete lej a PrisrcGaddOpen[elISPF TB 16wet 100sq.ftIFL DavilmSeabdiod'smopenCEO SPF 18 6wet 267sy.ft/gal. kyneseldoC*0PenCe8SPF TB 14w0 115sgfi:APL Derrillecggribilknix'Open Cell SPF IS Mwet 160sgft/gal. kyneneRc6ealCfosedGASPF TB 14wet 115sq.ft./gat GBODWestem MpraV95MOpen CeBSPF IB 6wet 2614ft/gai kyrlex:Pre6ealLEGose3Cd5PF TB 14wet 1154ft & HU-ZIPSystem•R-S-ftgPariel(R-3&R-0 IB Mwet 1664fL/gal. kynereProsmEco OasedCeOSPF TB 14wet nSs%ft&3L li:PHUd+CM-,X 0asi2(/U6medUSK IB lowet 1665c}ft/64 ityn@,epmscallfraaa=dCd9T TB 14wet 1154klad. kvnereaassk0penGaSAF IB 6wet 2677selk/aoL *urlePm5MHFDCffl dCeOSPF TB 14wxt 1154ftAal, 4nerleaassicUitraOpen Cell SPF 113 6w+et 2675q.ftjlpL kynaieMDG2000medCeDSPF TB 14wet U59q.ft/gal. kynex:aassicIftaSeleeOpen Cell SPF B 6wet 2674ft/ga1. Jolu.MwAlelMCorbondOpeiUSPF 78 14wat 115sq.ftjgaL kyn"Class<cMiaOpenCallSPF IS 6wet 2674ft&A {{11 Johns Mam4lelMrorbond00(openCell SPF TB 14wet 1154ft./pL WimerlePrimeGcOld Open GOSPF IB 6wet 267sq.ft41jpL JI Johns MarniReNCarbond13Closed GeUSPF TB 14wet 1155q.ft/pL iCyneseMDGM0 C90SPF 18 16wet 1W4ft/gaf. i Johns Wrnile1MGEN IVOosedCASK TB 14wet U5sq ft/gai. kyneleft5eaiEoo(MPR-20o)Closed CeOSPF IB swet 320sq.1k)kal. Johns Mam*ejMCorbondMCS OosedWSPF TB 14 wet Msq ft/gal. tapohR.4S00WCdSPF IB 6wet 267sq.ftdga4 lapobFoarnddcR450C)penCenSPF TB 16wet 10f 4ft/gal. lapolaF1.7500penCeISPf IB 6wet 267sq ft/gal. LapoUFwmtokFLSWOpenCellSPF TB 14wet 1155q.ft/g SwD%*-9ie M60peICe05PFIB 6mm 2675q.ft/gal. Lap Fcm -b*Ft 750OperiCdlSPF TB 16wd 100sq.R./pL TigcFoam•E-84Cbss15PF 1B lower 36osq fL&L Il tapollaFbannr tFl.W)4GOosedCelSPF TB 14wet 115sgtt/pl. 'Alternalive Thermal Barrier(T8)Assemblim Evaltiation Re porim ER 30 Table 2&TER 1905-03 Table L WollaFbanFLokFl.20MGosedCell SPF TB 14wet 135sq.ftjpLAJ ten,axiw lanItim Darnmer(18)Awamh1ler Evahsarlm Repam:ER SOS Table 3&TER 1905-03 Table 2. + SES&kSes1050perCe1SPF TB 14wet S154ftA& SES&=Sea9 1050penCelSPF TB 14wet 11S41'Llgal. S. EQUIPMENT �laeaeal2ndosedrat� TB 14wd u5sq.ft/gat Methods of application Include airless sprayer, roller or brush. SE5Netseai7DlEaasedGeIISPF TB 14%vt 1]54ft4jpi. Manufacturers and models of airless spray Equipment vary and examples MDQiA-Shl tdMlOpenCe05PF TB 14wet 115sq;R/gaL of applicable Equipment follow. Airless spray Equipment SwDoJa1`Sdl1 aosedcelsPF TB laws ]15sq.ft/g�•enCdSPF 78 14xet Wsq'� swoo„BasM�etdll�acl>arecommendations have been linked for reference to manufacturer i SWD0sak-S*1dMlacsedCe9SPF TB 14wd ll5sq.k,(V1. specifications. SWDQ*-9Md133aosedCeflSPF Ta 14wet 135sq.ft/g31. �f UPC5000pe Ge05PF TB 14wEt 115sQ.%/OL F Table 2 f UPC5DDfAm0penCdSPF TB 14wet 115sq.ft/gal. EquipmentJ UPCSWMaxProOpen Cell SPF TB 14wet i15sq.ft/pL Manufachirrs. Model, l/PC 000CXC1penCdISPF TB 14wet 315sq.ftJgaL Ultra Max It 795 Ultra Max 111595' UPC17aosedCe1SPF TB 14wet 115sq.k/p1. Greco• Ultra Max II 1095 Texs ark v t UPC20C1osedCe1SPF TB 14wet 115sq.k/i;3 IImpatIT"840 PowrrTwlrrT'^6900Plus k UPC2.OFO.aasedCdSFF TB 14wet 115sq.ft/gal. Titan• ImoacPa'1140 PowrTwinT°s89MPlus LPC20MAXfl CASK TB 14vAn 115sq.ft t UPC2DtFO CeISPF TB 14wet 135sq.ftj;A Recommended tip orifice sizes of.025-.031 and 1 UPC20H'0f00hlJtC1osedCe95PF TB 14wet 11!i4ft/pl. airless sprayer hoses inside diameter ofX'orlarger. j v10ryPotimesvPe,MSup ieIl osedGd F TB 16wet �sq'ft'�• Spray Equipment must be capable of producing a minimum of 3,300 sl �# VxhTryPotyrnersvPo-0CSrape�'etil�Ce15PF TS 26wet ]Wsq.ft./gaL P P P g psi, xveme�ieel2Dl ECksedtPllSPF TB 14wat 115.sq.ft/pl. and recommended tip orifice sizes are.025-.031. Removal of filter from j BASFEnetafle•G0penCe1SPF iB 6wet 267sq.k/pl; the spray gun to allow for the passage of solid content is recommended. ) BWErlerbte•NM0penCe1SPF B 6wet 267sq.ftlg8. Airless sprayer hoses are recommended to have an inside diameter of Ya" B 6wet 2674fUol. or larger. Variations in spray pattern width and tip size may be required j BASFSprarh'me Bizos Cell SPF B 6w6 267sq'f jjVL depending on the surface area and the Substrate(s)to which Plus ThB is r BASFSprdvble•Co�C�dG SPF 19 6vm 267s4ftJ¢� being applied. Cleanup of Equipment may be with water, or other BASFSprayhTe•CortdortOa,eICeASPF IB 6wet 2675q.ftlgaL BASFSprayhTe•Cw tTPhaansedCe1SPF IB 6wet 267sq•fL/lA methods recommended by the Equipment manufacturer. 8WSpra/e3a•C=rhnXLOosedCdSPF 18, 6wet 267sq.k/pl. 13W SpraWLWP-LaosedCeISPF is 6wwr 2157sel k1pl' 6. PERSONAL PROTECTION '& EXPOSURE CONTROLS d' BASF Er~L50perCdSPF IB 12wet 134sq.ftjl�L 11W*raydhea17gaasedGel SPF t8 12we1 1Msq.ft/pL Wearing a certified respirator and goggles to avoid overspray and BASFSpWtife•812o6aosedCeOSPF IB' 12%eM 1344ft/gal. splashing are recommended. Eye and face protection should be in � BASFwaftite0U5clrAWCdISPF IB 12wet 134sq ft/gal. accordance with OSHA 29 CFR 1910.133. Rubber or plastic gloves are J! 5WWaf1t&US-NabsedeeflSPF IB 12 wet lusft•/gal. recommended for hand and arm protection.Personal cleanup may be i BASFwafltte•H+ CASK 18 22wet 334s4ftJjp B*TWa0tteeLWPCIsedCe1SPF B 12wei 134sq.k/plwith soap and water. If sprayed, wear an air-purifying respirator i 8WWaldte*K4SClosedCeDSPF IB 12wet L4s4ft/gal• approved by NIOSH in accordance with OSHA 29 CFR 1910.134(d)(1)(ii). BASFwalate•2MCIosedcellSPF IB 12 wet 334 sq.k/gal. If used in a confined area,a full-face,powered air-purifying respirator CarEs'eseaiFRe PmOpgrCe➢SPF IB 6wet z67sq.ft/gaL (PAPR)or supplied-air respirator(SAR)is recommended. Use respirators r! CarWeFawvAate50HY0perCPfISPF B 6xml 2674fc1Ip in accordance with 29 CFR 1910.134(d)(3)(i)(A) Table 1, 29 CFR CartftleSwn-ftProK%hYiddOpenCeOSPF IB 6wet 2674ft/gat Curde Foarnsulate500penCelISPIF 18 6wet 267sq.ft/gat 1910.134(d)(3)(iii)(8)and 29 CFR 1910.134(d)(3)(iv)(B). Ij Cuils!eSearraePmNoWa0penCellSPF iB 6wet 267sq.ft/gal, dl Umele=Tmeh'nSEM2.0pefCosedCeISPF 1 18 1 Swd. j2D0sq.ftjk3L Use appropriate engineering controls,such as proper ventilation.Where 4; Ahem t;veThermalBander(TB)Assemb6a;Ewkmd nReport:ER305Table2&TER 1905-MTable L such systems are not effective, wear suitable personal protective 'Ahernauve lgnnfen Barrier(181 Anemblles;Ewluation Report:ER 3115 Table 3&TER 19as•03 Table 2 equipment, which performs satisfactorily and meets OSHA or other {; recognized standards, ryry) i N®-BURNea e �T Page 2 of 9 A FIRE WISETM �! -- - - -- -- - -... --- - ----------------- -- ------------ -- c 1 ` I I, II PLUS ThB TECHNICAL DATA SHEET(TDS) CSI 09 96 46 1400-889-8577 www.nobum.com 7. MIXING, TINTING and OVERCOATS Substrate(s)shall be in the final position in the building,directly exposed ! Plus ThB must be thoroughly mixed before use in accordance with.the to the interior, protected from the weather, in conditioned and )f manufacturer's recommendations. Mix with a 5 gallon power mixing unconditioned locations. Furthermore,Plus ThB shall be applied to areas } wand at or between B00-1200 RPM for a mixing time of 5 minutes per within the weatherproofing membrane or surfaces not exposed to Pall., Shaking No-Bum*Plus ThB with.a paint shaker Is NOT sufficient. weather. Filtering or straining Plus ThB is not recommended. If No-Burn°Plus ThB is mixed more than 24 hours prior to use, mix it again according to Surface and ambient temperatures before and during application shall pp� manufacturer's Instructions. be 407(4.4'C)minimum. Surface temperatures shall not exceed 100T 9 (37.7'C)during application.The coating shall be applied at an application Thinning is usually not needed;if Plus ThB has been exposed to high heat, rate set forth by spraying,roller or brush. Dry time Is typically 60-90 water may evaporate from the plastic 5 gallon container. if the paint minutes and cure timels 24 hours minimum,depending on the ambient r level is below 3A inches from the top of the container,add enough water temperature and relative humidity conditions. If more than one coat is to bring the level back up to within 3 inches from the top In order to required,allow No-Bumm Plus ThB to dry completely between coats. ensure proper consistency. Mix Plus ThB again according to manufacturer's instructions. It's always best to follow SPF Manufacturer guidelines first and foremost when it comes to installing Pius ThB, following the spray installation j After mixing for 5 minutes,if the viscosity is still too high,you may add 8 instructions closely. For high heat,humidity or extreme cold,Plus ThB �! ounces of water per 5 gallon pail and mix to reduce the viscosity. Mix guidelines are as follows. �1 Plus ThB again according to manufacturer's Instructions. Use Caution A. Ideal installation temperatures are 65 degrees Fahrenheit and less not to add too much water or the product may run and drip during than 60%relative humidity. j application. B. Continuous high humidity conditions may require'a top coat like Behr Premium Plus. outdoor paint; those decisions are best Plus ThB should never be allowed to freeze 327(0'C),stored between determined by the installer,i.e.:70%humidity and higher. 407 and 90T(4.4'C and 32.2°C),and kept out of direct sunlight;if you C. Consistent temperatures must,be maintained for at least 3 days ) cannot verify that these conditions have been maintained,the product for the Pius ThB to cure properly in temperatures of 60 to 70 ! may be disposed of in accordance with the manufacturer's(M)SDS. degrees Fahrenheit and 60 to 65%relative humidity,with readings 9 taken daily,any conditions outside of these guidelines must be If tinting'is desired,Plus ThB may be tinted at a maximum rate of 2 oz.of approved by No-BurnO,Inc.tech service. tint per gallon.It is recommended that No-Bumm Green Dye or No-Bum° D. Always check with the SPF Manufacturer and/or No-Bum®, Inc. Black Tint,manufactured by No-Burn,Inc.,be used for tinting. Contact when questions arise regarding ambient conditions on a specific g; the manufacturer for additional tinting information. project When a specified color or black color is desired,an overcoat may be Non-hazardous paint container free of paint or debris. Pails may be used, such as black Sherwin Williams A-100 or Behr Premium Plus. recycled in accordance with your local recycling and waste management f f Overcoats shall be water-based with a pH of 7-8. Prior to the use of any requirements. If construction includes deconstruction and reclamation overcoat,it is recommended that an Inconspicuous area be tested for of plastic construction products, It may be necessary to sort plastics compatibility before widespread application. Compatibility may be according to designations. f noted as.the overall satisfactory condition of the Substrate(s)once No- Bum•Plus ThB and an overcoat have been applied. " 8. APPLICATION 3! When applying No-BumO Plus ThB, the coating shall be applied to 1 Substrate(s), as applicable, in accordance with Evaluation Report(ER) +' 305,Evaluation Report(TER)1905-03 and/or manufacturer's technical data sheet/instructions. Copies of relevant technical data and/or documents shall be available at the jobsite. Before and during coating application,the Substrates'surfaces shall be dry,clean and free from loose debris,dust,dirt,grease,oil,and all prior coating materials,such as paint,stains and sealers. The foam should be allowed to cool to ambient room temperature priorto the application of No-Bum•Plus ThB,minimum 1 hour. The Substrate(s)shall not have, it nor have been exposed to,treatments,chemicals,coatings,etc prior to the application of Plus ThB. Visual observation of the intumescent coating is naturally and distinctively white In color. For verification of #� the wet applied thickness,a standard painter's thickness gauge shall be 1! used during the application. The finished dry mil thickness will be 0.55- 1' 0.70 times the wet mil thickness I ij Ij NI -BURN'_ Page 3of9 = • i FIRE WISETM ¢! ;r i; t -PLUS ThB TECNNICAL,DATA.$NEET(TDS) 09109 96 46 1-500-98948577 nrww.nabum.com Table 3 Code Compliance INTERNATIOW N1111 DIrNG CODED Chapter 8 interior Finish , Chapter 8 Interior Finish' ' 863.11 Interior Wall and Ceiling Finish Materials NFPA 286 803.11 Interior Wall and Ceiling Finish Material 803.12'Interior Wall and Ceiling Finish Materials ASTM E84 or UL 723 803.12 Corner Test for Interior Wall or Ceiling Finish 803A Foam Plastics 803A Foam Plastics Chapter 26 Plastic Chapter 26 Plastic 2603.4/2603.9 Thermal'Barrier Special Approval 2603.4/26039 Thermal Barrier Special Approval 1 2603.4.1.6 Attics and Crawl Spaces ' 2603A4 Lfi Attics and Crawl Spaces Chapter 8 Interior Finish Chapter 6 Interior Finish 803.1.1 InterlOr Wali and Ceiling Finish Material 803.L1 Interior Wall and CeBing Finish Material 803.1:2 Comer Test for Interior Wali or Ceiling Finish 80312 Corner Test for Interior Wail or CeHing Finish 803.4 Foam Plastics BOA Foam Plastics chapter 26 Plastic Chapter 26 Plastic 2603A/2603.10Thermal Barrier Special Approval 2603A/2603.9 Thermal Barrier Special Approval 2603A.1-.6 Attics and Crawl Spaces 2603A.L6 Attics and Crawl Spaces INTERNATIONAL'MECFIANIULL 07DED-(IMCB) f Chapter 6 Duct Systems r Chapter 6 Duct Systems ' 6022 Plenums Construction FSI/SDI 602.2 Plenums Constnsction FSI DI Chapter 6 Duet Systems Chapter 6 Duct Systems 6021 Plenums Construction FSI/SDI 602.2 Plenums Construction ISI/SDI INTERUATiONAL RF51DUiM OODO(IRCO) Chapter 3 Building and Planning Chapter 3 Building and Planning 83023 Flame Spread and Smoke Developed Index for Wag and Ceiling Finishes 83029 Flame Spread and Smoke Developed Index for Wall and Ceiling Finishes 8316.4/8316.6 Thermal Barrier Specific Approval' R316A/8316.6 Thermal Barrier SpeclRc Approval R31653(A1377 Appx X)Foam Plastic in Attics 831653(AC377 Appx X)Foam Plastic In Attics R316-SA(AC377 Appx X)Foam Plastic in Crawl Spaces 83163.4(AC377 Appx X)Foam Plastic in Crawl Spaces r r,• Chapter 3 Bullding and Planning Chapter3 Buildlus and Planning R3D29 Flame Spread and Smoke Developed index'for Wall and Ce+Tlng Finishes R3W Flame Spread and Smoke Developed Index for Wall and Ceiling Finishes R316A/R316.6 Thermal Barrier SpeuificApproval R316A/R31&6Thermal BarrieiSpecificAppmval R316.15-3(AC377 Appx X)Foam Plastic in Attics R326.53(AC377 Appx X)Foam Plastic in'Attics 83165.4(AC377 Appx X)Foam Plastic in Crawl Spares R316S.4(AC377 Appx X)Foam Plastic In Crawl Spaces NATIONAL FIRE PR=cn=ASSOCIATION'(NFPA')101 2019 2015r Chapter 10 Interior Finish Chaptenl0 Interior Finish Chapter 10 Interior Finish 1023 Interior Wa1UCefling Finish Testing&Classification 10.23 Interior Wall/Celgng FlnishTesting&nacstfitation 10.23 Interior Wall/Ceiling Finish Testing&Classification 10.2.3A Required to be Tested ASTM E84 or U1723 10.23A Required to be Tested ASTM E64 or UL 723 10.23.4 Required to beT.ested ASTM E84 or UL 723 10.2.4.3 Cellular or Foamed Plastic(SIPS) 102A3 Cellular or•Foamed Plastic(SIPS) 102.43 Cellular or Foamed Plastic(SIPS) 102A33 Cellular'or Foamed Plastic Testing(SIPs) 10:2A41 Cellular or Foamed Plastic Testing(Sips) 102.43.1 Cellular or Foamed PiasdcTesting(Sips) 10.2A.3A'Cdlular or Foamed PlasticTrim(SIPs) 102A32 Celfular or Foamed PlasticTrim(SIPs) 10.2A32 Cellular or Foamed PlasdcTrim(SIPs) 1026.1 Fire Retardant Coatings FSI/SO 10.2.6.1 Fire Retardant Coatings FSVSD 102-6.1 Fite Retardant Coatings FSI/SD Chapter 33 Existing Residential Board/Care Occupancies Chapter33 Existing Residential Board/Care Occupancies Chapter 33 Existing Residential Board/Care Occupancies 33.235.7.2(4)/3A Attic I 33.235.72(4)/L4 Attics 33235.72(4)/2.4 Attics Table 4 Green Standards _.. -STAKDARID 109 ,. . ., .. Indoor Environmental Quality(IEQ) L Indoor Environmental Quality(IEOj 8.42.2 Paints and Coatings, 8.42:2 Paints and Coatings 8.422.1 Emissions Requirements BA22.1,Emissions Requirements S4:2:2.2 VOC Content Requirements:a and b 8A.12.2 VOC Content Requirements BS.2 Materials 85:2 Materials 9.The Buildings Impact on the Atmosphere,Materials,and Resources 9.The BupdIngrs Impact on the Atmosphere,Materials,and Resources 9.3.1.1 Diverslon 93.L1 Diversion 9.3.1.2 Total Waste 9-3.L2 Total Waste 93,1.3 Construction Waste Management Pian 9.3.L3'Constniclion Waste Management Plan 9A.L2 Regional Materials 9A.L2 Regional Materials N,41-BURN`S Page 4 oT 9 FIRE WISETM' 9 I i -r------ PLUS ThB � TECHNICAL BATA SHEET(TDS) CS109 96 46 1-800-889-8577 www:nobum.com f U.S;Table Continued GREEN BUILDING OOUNC0.e.LEEDG Y4 2018v3 NEW CONSTRUCTION AND MAJOR RENNO00 BUILDING DESIGN(80)AND CONSTRUCTION(C) VATIONS l� Materials and Resources(MR) Materials and Resources(MR) MR Prerequisite:Storage and Collection of Recyclables MR Credit 1.1 Building Reuse Maintain Existing Walls,Floors&Roofs MR Credit Building life Cycle Impact Reduction:Option 1 or Option 2 MR Credit 13 Bulding Reuse-Maintain Interior Nonstructural Elements MR Credit:Building Product Disclosure and Optimisation-Material Ingredients: MR Credit 2 Construction Waste Management Option 2 Intemational Alternative Compliance Path-Reach Optimization MR Credit 5 Regional Materials MR Credit:Construction and Demolition Waste Management t Indoor Environmental Quality(EQ) Indoor Environmental Quality(IEQ) ! EQ Credit:Low-Emitting Materials:Option 1 ►EQ Credit 4.2 Low Emitting Materials-Paints&Coatings Innovation in Design(ID) Innovation In Design(ID) { Credit 1 Innovation In Design Credit 1 Innovation In Design HOMES DESIGN(HO)and CONSTRUCTION(C) i Materials and Resources(MR) MR Credit.•Construction Waste Management I indoor Environmental Quality(EQ) EQ Credit:Low-Emitting Products { INTERIOR DESIGN(ID)and CONSTRUCTION(C) Materials and Resources(MR) MR Prerequisite:Storage and Collection of Recyclabies fl MR Credit:Building Product Disclosure and Optimlzation=Material Ingredients: i f Option 2lmemational Alternative Compliance Path-Reach Optimization. MR Credit:Construction and Demolition of Waste Management Indoor Environmental Quality(EQ) T EQ Credit Low-Emkdng Materials:Option 1 Innovation in Design(ID) I Credit 1 Innovation in.Deslgn SOUTH COAST AIR QUALITY MANAGEMENTDLSTRICT(SCAOMD)RULE 1113 i Table of Standards 1,VOC Limits , r(e)(VAI le of Standards 1,VOC Limits , Flats ts (e)Test Methods )Test Methods (e)(1)(A)U.S.EPA Reference Test Method 24 U.S.EPA Reference Test Method 24 i fIf 3� t1 1! ¢f TRADEMARKS No-Bum,No-Bum logo and Fire Wise,are trademarks owned by or licensed to No-BuMO,Inc. 4 No-Bum,Inc LIMITED WARRANTY No-Bums,Inc warrants that the ho-Bum'formula wig be manufactured to the'same specifications and i SALES INFORMATION AND ORDER PLACEMENT quality,and will perform equally to the tests performed by the Independent laboratories when-property applied. Warranty i 1-800.989-8577 'coverage is limited solely to the cast of product-purchased hereunder and specifically excludes incidental expenses and ; TECHNICAL INFORMATION consequential,damages.The applicator warrants that the product,in Its original form from the manufacturer,will be stored, i 1,8004189-8577 mixed and/or applied as directed in the guidelines published.by No-Bum',Inc,to every reasonably accessible area that has f i www.nobum.com been specified for protection. All Implied warranties,from No-Bum*,,Inc.or the applicator are excluded. There may be situations and materials for which No-Bum*will not prevent a fire from Igniting or retard the progress of a fire. POUC7&PROCEDURES An sales of Lids product by No-Bum,Inc are subjected to our Policy&Procedures available at )i hnp://nobum.com/oolices•orocedures ; ®2020 No-Bum,Inc. UPDATES AND CURRENT INFORMATiON Revised 23-Nov-2020,The Information In this document may change without notiee. N -BURN Page 6 of 9 e FIRE WISCM 1 i. (f DAA • • DiGiovanni and Associates Architects 26 preston avenue sea cliff,ny 11579 (516)671-3624 fax(516)759-7138 email DAA93@msn.com August 24, 2020 Town of Southold Building Department 54375 Main Road _ ✓ Y Southold,NY 11971 ® attn : Damon Rallis Dil A U G 3 1 2020 Re: Unit to Go 11900 Oregon Rd BUT— �Y?'�mG D€:Pm Cutchogue,NY 'D' �T.. ,xT TL-rR,:),TLD 1000-083-03-005.3 Damon, Please be advised that the above referenced 6(1) story storage building development complies to the 2020 NYS Building Code section 706.6 Fire Wall Vertical Continuity(exception 3) as follows: • The buildings are of non-combustible construction class 2b and fire walls are permitted to terminate to the underside of a class b, non-combustible roof, with no openings within 4' of the either side of the fire wall. Do not hesitate to contact me with any comments and/or questions. Re 1 DIo�o�_ 2 z A p '8169 QQ� Davi ,.aia TOSouthold 8.24.20 1 SOUTHOLD TOWN FIRE MARSHAL NOTES JOB: Unit 2 Go Mini Storage DATE: 7/27/2020 LOCATION: 11900 Oregon Rd. Cutchogue ' S/B/L: 83-3-5.3 Scope of Work: Phase 2 -4 new mini storage buildings. Bldgs 4-6:12,000 ft'&Bldg 3: 9,600 ftZ General: Const Type 2-B Occupancy- S-1 OL: Bldgs 4-6 12000/500 (warehouse)=24. Bldg 3 9600/500= 19 Fire Protection: Non-Sprinkled--No F/A- -Fire extinguishers needed. Updated 8/17 (4) 3 hr FIRE WALLS -plans show,termination at exterior wall w/4' extension.No vert' continuity shown. UUListing? Bldg 3 - (3) Fire Doors - 36" x 84" -'UL Listing? Glass Glazing/Fire assemblies? Bldg 4 -(4)Fire Doors -36" x 84" -UL Listing? Glass glazing/fire assemblies? Egress: (2) 36".exit doors provided-2 required.(1.60'travel distance N/S) , Exit signs%Emerg. Lighting provided Comments/ Concerns: "„+em.,+:^ sprinkler-preteefien required. NY;Fkre C _003.2.9-C—endition S. AM „lafie ffi1e K^l4111 U'stV, needed to sprinkler-dys+ .,.a..' .. rte.•.. .. .:t�....^. y�� _._._..,.... •. w' - - - - - - - - - _ JI •f } ^t y� �s U darted. 2fl• vx � ��; 1 ` i ti�dtz rr.�=.�fi,:....��;...:i;h,.-_•;:'.::'ten-;.r.:�,r:,..-,�:,�;...»..r:.t.-.:.�ivzt:.��^ _ _ _ _ _ - - 'ire �;l,.s ecr�ica�ri•iia�d d'io`�rs��_ lsiz�r ° d4�"e i&�<' .^P- :(ys..<:i-�,v y�tin•.^+-x,'.5.'+"�.E.sfF� r:t:'FaFi 11�';r:._}.,.. !,f>.r,a3:;C",��':...'iT"�v}....i.�ry - ,.Ck Y,_•'J:>: n'��„S.'� �.',(.,.r.�-> "a; - ^ear•- ".Slt” 3etsa. ;;�'t.:"�' ->.r-<«;-:ab.' - --:S`�� •pt . ,�': i1 .`.�fh';. t��'1"v^Y' rb.k..:�f_a."f^..ayt: ":etvl'}• .ex'y - _ ••5t�?��k :F�.`7" _ ,1� .,4��.fiti. 't;�n '<-t't) '�';.>'; ..�h- ::$eta.4n. v�� o�ttinut� �`t?:Ire w .,,1, cs`W, �, .?�� =:+fie >=�_ � s� her �'tlir: .me���r�:d���1�ree:•...� w.r".'_d^ David Digiovanni-DAA93@msn.com 200727Unit2Go_BW-6_0regon Rd Page —� SOUTHOLD TOWN FIRE MARSHAL NOTES JOB: Unit 2 Go Mini Storage DATE: 7/27/2020 LOCATION: 11900 Oregon Rd. Cutchogue S/B/L: 83-3-5.3 Scope of Work: Phase 2 -4 new mini storage buildings. 3@ 12,000 ft' 1 @ 9,600 ftz General: Const Type 2-13 Occupancy- S-1 Occupant Load- 24 Fire Protection: Non-Sprinklered No F/A \ No FE's on plan. Egress: (2) 36" exit doors provided- OK Exit signs/Emerg. Lighting provided Comments/ Concerns: Automatic sprinkler protection required. NY Fire Code 903.2.9 Condition 5. Automatic fire alarm system needed to monitor automatic sprinkler-system. Provide fire extinguishers per NY Fire Code Section 906. Notes1 Page s e e a • • • ® e e FOUND. • ®� ,Vromm- ROUGH FRAMING PLUMBING INSULA • STATE ENER PY • e m 07 mrso r4 _ j�R ► `�� Ira MY mo, i _oma __ � . .. _ -7r �►� • 111 0w 3' i• I�� �I .J / T t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 �f s(3 Survey Southoldtownny.gov PERMIT1.40. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form 2� Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 g 'D L5�L� V f Building Inspector E 2 3-41 Y 10 2020APPLICATION FOR BUILDING PERMIT Date -11115 ,20 20 BUILDING DEPT. INSTRUCTIONS 'r'��y^�; ' �1'�'OtTI::•t•'�':a�h a.-This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Ioo . LL,-. (Signature of applicant or name,if a orporation) Mw Q�-A CV A Mailing address of a plicant) State whether applicant is owner, lessee,agent,architect,engineer,general contractor,electrician,plumber or builder O WV\.cY- Name of owner of premises I lot cc) O 1d.G- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer _K ur4,'n n^ •, (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: u>✓. House Number Street Hamlet County Tax Map No. 1000 Section d D2.0 Block 0:5 Lot oD5.3 _ I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use d occupancy of proposed constructio a. Existing use and occupancy \Ja_c"}- k I a oc ZPl VIS 110L*C. +1gcvrac.R b. Intended use and occupancy V(i A i sl OrO4 r 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost A 5cr5 t'a'd Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units r%o__ Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 6braA•e., hovsc. 7. Dimensions of existing structures,if any: Front (6 I Rear 44'-'l Depth 3o'-'1 Height k+5-d'" Number of Stories t Dimensions of same structure with alterations or additions: Front _ Rear _ Depth Height Number of Stories 8. Dimensions of entire new construction: Front SPD,"ti Rear (v0",0 Depth 2pt�-6 Height "2.31-b" Number of Stories k 9. Size of lot:Front �4`t•3"t Rear 3E4.5J;�' Depth S i l 10.Date of Purchase 111,1o)i o%9 Name of Former Owner S_ h� Ino�sk�� 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation? YES NO ✓ 13. Will lot be re-graded?YES NO ✓Will excess fill be removed from premises?YES NO ✓ 11AW a P-L 14.Names of Owner of premises 111co o r.c V k 11 c Address Cvl cti Phone No.V3k 134-'M W Name of Architect �;C�1bvn v►vi, 14 � A,rA4 Address 14e P hm hoc. SG�Phone No 1-51(0 Q! Name of Contractor own-e, Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO✓ * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_XZ * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO ✓ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF "44+A being duly sworn,deposes and says that(s)he is the applicant (Name of individ 1 signing contract)above named, (S)He is the YY1-etN1bt1^ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary Public Signature of Applicant CONSENT TO INSPECTION 1161 cpm Re- (M&THVI' the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are) the owner(s) of the premises in the Town of Southold, located at ((qm ©rtegA R8 Gu{7 o$u.e.. H`r , which is shown and designated on the Suffolk County Tax Map as District 1000, Section 0$3 ,Block p3 , Lot op5.7 That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: C.dvk,bwck l 5i-txrtn VWW- -6 r. -- 1Pu1\A!yya That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon, to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: 1 j t5 20 (Signature) Wt&W i A Tt7SY1M*q�. (Print Name) (Signature) (Print Name) Dwyer, Nancy From: Cummings, Brian A. Sent: Friday, May 6, 2022 3:20 PM To: Dwyer, Nancy Subject: RE: Unit 2 Go Hi Nancy, All good to issue the low pitch roof amendments for solar panels as described below.Thank you for your patience. Brian Brian A. Cummings,Town Planner 54375 NYS Route 25 P.O. Box 6' -'v L Southold,, NY NY 11971 e4nJO (631) 765-1938 n n 4zD U o) From: Dwyer, Nancy---- k+j- - ,bVI 164 - Sent: Thursday, May 5, 2022 9:36 AM To: Cummings, Brian A. )� Subject: FW: Unit 2 Go Hi Brian, Just wondering if you saw this email I sent regarding Marty's mini storage facility? Hoping to get this amendment off of my desk and issued... Thanks, Nancy From: Dwyer, Nancy Sent: Monday,April 4, 2022 10:55 AM To: Cummings, Brian A. <brian.cummings@town.southold.ny.us> Subject: Unit 2 Go Good morning Brian, Marty Kosmynka dropped of plan amendments for changes he's proposing to his mini storage facility. The changes pertain to the building design and roof construction..footprint is the same, unit count is the same, project site is the same, the aesthetic is different-approval was for a pitched roof,these are now going to be mostly flat roof construction. Does this change require board review and approval? Or can I go ahead and issue the amendments to his permits? Let me know how to best approach this file. Thanks, Nancy Vancy Dwyes- Building Permits Examiner Town of Southold Building Department i E OX LAN _ ------ 10 --o LAND N/F OF JEANNE M. GRACE 1000-083-03-004.5 LAND N/F OF NORTH FORK RECYCLING INC. �o (COMMERCIAL SITE) 1000-083-03-004. (COMMERCIAL SITE) I 6ZUW UW �pS 46'24'50" E 473.19' L.- 0 6' CHAIN LINK FENCE 337.86 o S 47001'00'1 E oZ V WATER SERVICE W W W W W �• co W V 00 CO Cl p^ 36 L.P. PROP. EXP. J 3 38.7 EXISTING 30.6' � S WATER SERVICE 198.1' 198.1' w ;n L.P. p BRICK a 0 ,6 m a S.T. `a STEPS '6 Z 8- App• w 1 STY. y 3 M o• 1 STY. R.o. o��W �' STORAGE WAREHOUSE BUILDING rn STO�AGE WAREHOUSE BUILDING rn `Oh �C LL ^ `�o. o F.F. EL. (56.5) (SLAB) p o F.F. EL. (56.3) (SLAB) p 6' 0 16.0' s (DRY BUILDING) (DRY BUILDING) aos m M 'oN Al o BRICK 0; 1.4 SLATE T STEPS 16' .n PATIO ^ 1n � R.O. n m 1 STORY 0' 6.6 o L.P.S•T• `� FRAME i0 w ;o ,n 0 OFFICE �p c6 c n 0¢ ,L+j� F.F.EL. 60.9 198.1' 198.1 w d 30.3' a po' Q CONC. 1� CO N I i N 0. p C M"J a� O 3 a o 159.9' 199.9' O�� 0ci1 OQ w ASPHALT DRIVEWAY �� CONCRETE FOUNDATION o CONCRETE FOUNDATION o T.F. EL. (55.4) (SLAB) `O o T.F. EL. (55.5) (SLAB) �GpJv �� pp (DRY BUILDING) (DRY BUILDING) O Ol o o Q 0� 246,159 S.F. OR ��o°°P��' 5.65 ACRES 159.9' 35.0' 199.9' h vQ' PO Q v O POST h 35.1' 199.9' 199.9' Aft •'��^N CONCRETE FOUNDATIONo �, CONCRETE FOUNDATION Lp a a ry ti �0) =M 67.0' o o _ T.F. EL. 55.0 SLAB �^ �^ T.F. EL. (54.9) (SLAB) ( ) (SLAB) 3 oo N 4 '03' 0" 233.52' (DRY BUILDING) (DRY BUILDING) BLOCK RET. WALL w ? / CONCRETE 0 00 ho POTATO BARN (fl 199.9' 199.9' 0e- -� � M LAND N/F OF WJF FARMS LLC LO �0 � yw' 1000-083-03-005.2 M o� (COMMERCIAL SITE) � 0 Zz 71t M waoo DEPARTMENT APPROVAL Zp�� U-200N 46'03'00" W GRAVEL DRIVE 560.89 LAND N/F OF F. McBRIDE & SONS . _.. 1000-OBJ-03-006.1 (LANDSCAPING & CUL TI VA TED FIELDS) c, I AS-BUILT SURVEY OREGON WAREHOUSE STORAGE SITUATED AT CU TCH OGU E TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK S.C.T.M. 1000-083-03-005.3 PREPARED BY: PREPARED FOR: KENNETH H. BECKMAN, L.S. 11900 OREGON ROAD, LLC SURVEYING AND LAND PLANNING P.O. BOX 946 G f 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 SUITE D RIDGE, N.Y. 11961 REVISIONS: L -" SCALE: 1 =30 UPDATE AS-BUILT 9/14/2020 DRAWN BY: KAK �- ', ='a DATE: SEPTEMBER 2020 CHECKED BY: KHB DRAWING: BB19-19573.DWG JOB No. B20-20434 SHEET: 1 OF 1 4/1 I I IN J Y ■�f rl 1"' T/ N U M R A G Associates Lj 6 Architects H U t L N 26 preston avenue sea diff, ny 11579 -.d A-*L00 q (516) 671 - 3624 fax(516) 769-7138 Ore"on , IV � New Pyr,,\CS,TC-F� q OPS\Q All v m z n ^'1�7W YO�� wr r if / � 155llEb LAND N/tg OF„UAW5 M,cSRAGE LAND N/f°OF AK7X77W F©J¢�h' GYGLtN6 tAtC. f Y!a (Gp RG1AL _n-03-�L WAfPRl t(e,0MNCRrJAJ-OD4.7 (GpMM4GtAL 5FT1tJ PROP.6'rENGE 5 46°24'50" E 4"B.IcI' � 6'GHA�H LINK PL'NGE w 5 41101100" E 33,.8b — .. — ...,......,,__..... x j a , _ 7 t5 4'CHAIN L�NK.PNC. I-----�-------- --��� x I '�•., IQ IQ IL Vr Cx15Tlul 1800, F - 7 y WATEtz SC,¢vl4' ,p ,p x % �e 'i?l �• I ` lffj �'' ,�'T (*"' C Y.,Y:NE I"�"oRr rwer-tC r. E3UILDINOt I E3llIL.DINa 2 -� 0 it' r �• rr*Ie:i yes ` x�—�" F'f2Of'05Ep I STORY f'ROPO°QED I STORY MINI5TORAOE BUILDINa I£'i8Q sNI RAG� BI ILDINS I / 11880 sf (dr;buildirr�) (dr ipvlldfng} & r, Y M - T4 ----' Occ G 5 I,Const Glass 5b rf el = 57.5 pac G 5-I,Const Glass 5b -Tf al = 5'7.5 C r ? 9L.AYC Icpw:.:_wA�k._..._ € p cq OARA[E < FILEi>UNDER SEPARATE APPLICATION PILED UNDER SEPARATE APPLICATION T pA'"Ir7 I � n GONVER510N to % '`- J/ lyre m C� 3.� PILEfJUNDE•e!5EPAFtATE err �Ia ICA j,;, 'ns Ai'f'LIGATION fWOF.NATER svrnGc WRLk ! y Kr- r 7 - _` I f .M..., _.._. ._____ ___.��.--_ ......... ...._.. .....___.........._._.........._ __. .......... � i I / ! \ If SpAGE5 a k h -t- PROPOSED PROPOSED 51ON OKIVEWAY iQ-a UNA n— PJILDINC 3 PROPOSED STORY � _ - _ KJ _____-_ _..._... ® ,=Rap. MINI SSTORAGE BUILDING xa m �. .._.,._...._.._...._.....,.—_.__._...........___._a,.,.-_..—_..__..,._...._........_. _.___..._.......------. +cEYP,4t� � q,hOO 5f (drulyulldir } >�E BIIILDINv � MINISTo 3� 12,000 sf ( bulld±na} / /� A ttSi Otc 6p 5-I,Const Glass 2b PF el = 5�.5 / a� + t /.,` SCI : `' zc�r.POST e RAIL rcNc.� Oee G� 5-I,Const Glass 2b al = 5�.5 IEE UND1 R 51 PARATE APF'LIGATION L� uv i10 4'f f! ,f} y OA'T r✓ r ,, „I TO BE FI 1 D UNDER SEPARATE APPLICATION ?C75GAF C f % AR A � Y 200.00' 200.00' t I I — / r44 .:_ I / UILDING 6 I dp�.lj I o-Y fr,i,�uCia.;!t�r, r =t.. Q ,r, ,, � ' `, rmr-, ,;. r,., - -,.�11Pb•;- :„,rr.;..,; PROPOSED I STORY PROP05ED I STORrY, J PROP.SCREEN PLANTIN65 m MINI STORAE 3ILINMINI STORA6C BUILDING = "'9 12,000 sf (dru bulldi17000 sf (dr,building, / / } ' ut Oce, op 5-I,Cgnst Glass 2b- F`f" el = 57.5 Occ Op 5-I,Gorst Clas"s ell, {_i ��'+ N 11 <�✓'r O 'ya'r PFOP b'EENGt � � �+ �; � n- n € �._.—,.�� -.-'✓."•��' �� 7 �II � PILED UNDERSEPARATE APPLIG TION a f be T:7T */� LAND N/r OF'NJr FARMS LLG +fir i h \../ ----- ......._............,_._ tOCA^J-Od9-b."J•-OOS? [h I � I IL ~` c$ \ lGOMMERGIAL 51TE1 j `Qr ' --Yc':•�--��� Y Y Y Y Y Y Y Y Y Y Y Y Y— ' Y Y Y Y0! _.........•.,..._.o, - — PRQF�.6'f ENC.E pp N 46°03'00° w 560.00 GRAVEL t71kIV$ R E V 1 5 1 0 N 5 51 TE PLAN TWESE PLANS AREPROPERT'f OF THE AR(HI NT OF NFRIN6 M NTSWCE AND YqILLBE THE PR05EGU1'ED, GONTRAGTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND SHALL BE RESPON5I5LE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE B U I L E,)I N C:.> �O�i ANA)u_'T"515ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR -- - - - — - —— -- -- _ NEGLECT ON WIS PART. 311 �w 'ra e GGraup Gh--pter�1© - Meors O�E:grc.s5- II- Madcrct� Hct�arr� torac e C_�rcu�' 5-1 Table Moxfmurn Floor Area Allowance Per Occupant IDD .S SOD sf/occupant - WVarehouse Unit 2 Go Ghapt r.__E _- C r ra.l._E3! ildin l I---i_------ recti F'D Oc; ncrol i~icieht 4 Arco krn[totlora Tgl:,lc Allawobic hcIc3ht 4 building arca "� ���"--���•� - GOXS LAMS Mini Storage 505 Typo 2B = I71,100 5' ord 5 5torfe5 Ar-tual Mox b,)ildire oroa = L2,00' sf and I sty ?vuL5ERrrY ST. l2;000 -, I7,500 •- Thorofore DIS: ...__ „_ ..,—...�....a 11900 Oregon Road Cha ter_ =- c s o Gors*-ru,t1:�r % '" �D2,2 Typo I II - Non-GOrnbuStiblr ?' ''r' / PROJ�G"1- LOCATION p - Cutchogue NY Table 60I Flrc Reslstor:.cc Rotlnos �� :TI�ILL , Type 115 - D hour rotino for oll comporents p/ ROAD / Tgbic 602-1 Fir-- Rcsistonce rotin:a for exterior walla based on fire se aratior: distoncc 0 Ty IIS corstruGtian greater thar �U' separation Q °`^M4aG>: �Y �,I� r�'� T AN hour rating reoiArcd far 5wI ac-uparcy TL�<7, `' _ -cs 2'-0" rrinirnurr' separation providcd, Thereforc_OK � f"- -�= -- � � Gt ' t Cho te,r `t - Dr _.F�Gai tan i at; G nstructiar '''°``�. % -105 Extcrior wolls -705.Q Allowoblc orca o> opcniros shall rot c:xcecd voluc5 per toblc -1D,j. `x/15/20 AN Ghaater - fire Frotectian 5 s>t�n--- v A r g031 sprinkler 595terns Drcup 5- A5 NOTED K;cauirc;d i€ fire orco exceeds i2,000sF I �� 12C.� , DD = 12,cOr... 0, Thcrcc4pre-_✓f�.,_NO �+orink cr_`=wstom_ SCALE pLI � --- DRAWN E3Y �Y GHEGIC;rP BY L�C7 .2001-0 11 �- - -- - - -- - -- -- = --- -- -- -- - -- --- -- - - - - - - -- --- -- -- -- -- - - - - - - - - -- - - - -- - - -_ Associates - -1 Architects 26 preston avenue A-b sea cliff, ny 11579 (516) 671 - 3624 fax(516) 739-7138 I A-6 I Vt p Epi OP1�\D A— ✓O �0 IT, TYPICAL SLAB ON GRADE CON5T: b" - 4,000 PSI STONE CONCRETE WITH bxb W 2.GxZ. W.W.F. TOP OF SLAB ELL -0'-0" 0 4'!W�,,DP� (SGC DETAIL SIA-b) n I I 155131GC� I I 2 -6 ----- - ---- -- - - - - - - - - - - - - - - - - - - - - - - - - - 20O'-O" FOUNDATION PLAN BUIL[71NG Ira„ - 11-011 LINE OF ASPHALT°-------- PAVINO(PITCH AS SHOWN) - T•G.SLAB EL. +O'-O" 'rev bxb W2.q x 1,QA W.W.F. 5ENERAL NOTE5 GONGRETE NOTES SPECIAL INSPECTIONS ASPHALT PAWING � a X-L-x K X I. ALL WORK PERTAINING TO 5HEETING,BRA(INC,,�-JFP"'ORT OF ADJOININr LOTS AND SIDEWALK5, I. ALL CONCRETE WORK SHALL CONFORM WITH THE FREOUIREMENT5 OF THE CONCRETE INSTITUTE (AGI) 315-2011. I. PRIOR TO BEGINNING ANY WORK,THE OWNER SHALL RETAIN SERVICES SERVICES OF ACCEPTABLE LICENSED - PLACEMENT Or FOUNDATION CONGRET[ ON 5011, 51.`5,AAPE I5 5UE3JCGT TO SPECIAL INSPECTION 5� P90r-E5S10NAL ENGINEER TO PROVIDE IN5PECTIONS DURING CONSTRUCTION. THE INSPECTOR SHALL BE QUALIFIED T.O. WALL A DE510-N FOR 5HEETIN& t BRACING SHALL BE DONE BY ENGINEER IN CHARGE OF SPECIAL 1. ALL CONCRETE, EXCEPT A. PPEGIFIC TRE NOTED LI PLAN5,5HALL BE LIGHT WEIGHT OR STONE CONCRETE AND APPROVED BY ENGINEER OF RECORD TO PERFORM SPECIAL IN5PECTION5 A5 REOUIRED BY NY5 BC.. INSPECTION 3 PAID BY THE CONTRACTOR. HA`✓INGAN ULTIMATE GOMPRC551VC STRENGTH A5 LISTED BELOW QUALIFICATIONS SHALL INCLUDE A PROFE55IONAL LIABILITY INSURANCE COVERAGE OF I MILLION DOLLARS AND A, 2 RIC�I1'J INSUL. -FOOTINGS, FOUNDATION PIERS, FOUNDATION MAT. 40000 P51 NORMAL WEIGHT MINIMUM PROVEN EXPERIENCE OF 5 YEARS WITH 51MILAR WORK. 2 PROPER NOTICES SHALL BE: GIVEN FOR PERFORMANCE Or THE SPECIAL INSPEGT61I1,45 IN -BUTTRESSED AND FOUNDATION WALL5 4000 PSI NORMAL WEI6HT z ACCORDANCE WITH THE RCOUIREMENT5 OF THE NYS BUILDING CODE: "BEFORE ANY WORK 15 -5LA5 ON GROUND 4000 PSI NORMAL WEIGHT 2. 5PEGIAL INSPECTION SERVICES SHALL BE PROVIDED BUT NOT LIMITED TO: � `fid � #4 BARS' a 12" O.G. COMMENCED ON AN ITEM Or CONSTRUCTION REGUIRIN6 SPECIAL IN5PCGTION,ALL PCR50N5 A. CONCRETE CAST-IN-PLACE BG 1104.4 i6 EACH WAY /EACH FACE RESPONSIBLE FOR SUCH 5PE61AL INSPECTION SHALL BE NOTIFIED IN WRITING AT LEAST i2B. 501L - SITE PREPARATION BC 1104.1.1 4 4 3 REINFORCING FOR REINI"ORGCD GONGRET"C. ELEMENTS,UNLESS OTHERWISE SHOWN OR SPECIFII=D,SHALL BE ° " HOURS PRIOR TO 5U0H COMMENCEMENT.' DEFORMED IN ACCORDANCE WITH ASTM-A615,GRADE 60 AND SHALL HAVE A MINIMUM YIELD POINT OF 60,000 G. 501L - INVESTIOATIONS(BORING/TE5T PITS) BG 1704.1.4 051 D. 5TRUGTURAL SAFETY AND 5TRXTURAL STABILITY BC 1104.19 3. NOTICE SHALL BE PRO`✓IDEM BY THE PROJECT'5 OWNER TO ADJOININO PROPERTY OWNER-, IN 4. REINFORCING FOR COLUMN TIES AND REAM STIRRUPS SHALL EBF: DEFORMED IN ACCORDANCE WITH ASTM-A615, E. CONCRETE TEST CYLINDERS. BG I105.6 a ACCORDANCE WITH THE NY5 BUILDING COPE: "NO FOUNDATION OF EARrHWORt�. PERMIT 5RALL BE CRADL 40 AN17 5HALL HAVE A MINIMI;M 'rtLD POINT Or 40000 PSI. F. CONCRETE DE515N MIX BC 19053 155UED UNLESS AND UNTIL AT LEAST FIVE DAYS PRIOR WRITTEN NOTICE Or THE PERMIT 3. THE SPECIAL INSPECTION ENGINEER 5HALL DETERMINE WHETHER CONTINUOUS OR PERIODIC IN5PECTION5 ARE d -(3r#5 BARS APPLICATION SHALL HAVE £'CEN 61,4N BY THC .AFPLIGANT TO "FHL OWNC.Fz5 0I" ALL. ADJOINING 5. WELDI-.D WIRE FAE3RIC SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF '10,000 PSI. NEEDED AND WHETHER HE OR SHE SHOULD IN5PCGT THE SITE PERSONALLY OR SEND A PE-R50N UNDER HIS OR HER CONT. (TYP) LOTS,BUILDIN05 AND 5LRVICE FAGILITIE5 IAHIGH MAY BE AFI`-E:,T}r) 1 Y THE !`PROPOSED (9 MINIMI,1`1 REINF=ORCEMENT PROTECTION,UNLESS OTHERWI5E SHOWN,SHALL BE 3/4" FOR 5LAB5 AND INTERIOR DIRECT 5UPERV151GN. FOUNDATION WORK OR CARTHWORK OPERATIONS." rACE5 or WALL5; 1-1/2" FOR BEAMS AND GIRDER5,2" FOR EXTERIOR FAGE5 OF WALLS,3" FOR FOOTINGS AND 4. THE SPECIAL INSPECTION EN61NCE»R,SHALL MAINTAIN A LOG IN HIS OR HER OFFICE WHICH INCLUDES THE 1'-4" MIN. OTHLR STRUCTURAL CONCRETE REPO°_)ITED AGAINST NO CONCRETE SHALL BE POURED UNTIL THE REQUIRED FOLLOWING INFORMATION: 4. NOTICE SHALL BE PROVIDED BY• THE PROJECTS OWNER TO ADJOININr PROPERTY OWNER5 IN PRt-11MINARY TE:5T (PCR NY(,FG) HAVE BEEN MADE- AND APPROVED. (1) ADDRESS OF THE PREMISES,JOB NUMBER,CONTRACTOR'S NAME AND ADDRESS, ACGORDANGE WITH THE NY5 BUILDING CODE: "ATLEA5T 24 HOURS WRITTEN NOTICE 5HALL BE 1. ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH IN ONE OPERATION. CONSTRUCTION 610 DATE AND TIME OF EACH INSPECTION IN(LUDIN5 LIVEN TO COMM1551ONCR BEFORE THE COMMENCEMENT OF ANY WORK.FOR WHICH .A PERMIT HAS JOINTS, SUCH AS DAYS END POUR JOINTS, SHALL BC LOCATED IN THE MIDDLE, THIRD OF THE SPAN. MAIN A. NAMES OF PERSONNEL WHO INSPECTED THE SITE,AND BEEN ISSUED. REINFORCING 5HALL RUN THROUGH THE JOINT. ROUGHEN AND SCARIFY.JOINTS TO EXPOSE AGGREOATE FOR B. ANY 51GNIFIGANT OBSERVATIONS OR IN5TRUGTIONS GIVEN RELATING TO ANY OF THE FOLLOWING: GHCMIGAL DOND. WET THOROUGHLY AND SLUSH JOINT WITH 1:2 MORTAR, 1/2"THI(K,NOT MORE THAN 5 MINUTES 1) DEVIATIONS FROM THE CONTRACT D06UMENT5. SECTION Q EXTERIOR N,/"'"lLL 5. ALL WORK PERFORMED IN CONNECTION WITH SHECTING, GRACINr;). EXCAVATION SHALT. ADHERE TO BEFORE FRESH CONCRETE 15 POURED AGAINST SURFACE. 2) ANTICIPATED FIELD CONDITIONS, -a THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE,REOULATION5 OF THE 3) PROPER EXECUTION OF THE WORK: A-1 1" c 1'-E-7" R E V 1 5 1 E-1 N 5 NEW YORK STATE Dr-PARTMENT OF LABOR AND 05H.A. &. ALL OPENINGS IN FOUNDATION WALL5,UNLESS OTHERWISE SHOWN,SHALL HAVE (2) #6 BARS ADDITIONAL ON ALL 4) 600D EN5INECRIN6 PRACTICE; 51DE5 AND SHALL EXTEND 2-6" BEYOND EDGE5 OF OPENIN65 5) SAFE JOB-51TE CONDITIONS, 6. PRIOR TO (OMMENCEMEN7 OF M.A55 EXCAVATION, THE AD„OININO PROPERTIE5; AND 5TR) I,TS 6) PRECAUTIONS TAKEN TO MAINTAIN SAFE CONDITIONS IF WORK 15 STOPPED FOR ANY THESE PLAN5 ARE AN INSTRUMENT OF 5ERVICE AND ARE THE 9. THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED, INSTALL ALL BUILT-IN-WORK, SI-TALL BE VISUALLY SURVEYED BY THE CONTRACTOR,SUITABLY MARKED WITH PERMANENT REASON PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE MONITORING POINTS TO BE MEASURED DURING CONSTRUCTION FOR THC P4-RPO5E:S OF SLEEVES,OPENINGS, IN5ERTS, LTG. A5 RE OWRED FOR A CONCRETE JOB. LOCATION OF 5LEEVE5 AND OPENINGS (iii) THE DATE OF AND PARTICIPANT5 IN ANY CONVERSATIONS WITH THE SPECIAL INSPECTION E-NC71NE ER PROSECUTED. DErRMINING CONSTRUCTION-RELATED EFFE6T5. REPORT WITH PHGT00RAPH5 SHALL BE NOT SHOWN ON PLANS 15 SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER, OCCURRING OFF-SITE AND RELATING TO ANY 516NIFICAN7 OBSERVATIONS OR INSTRUCTIONS. PROVIDED TO ARGHITEGT IN TRIPLICATE COPIES. A PRE60/1\15TRUCTION DAMAGE CONDITION Id. ALL RC-BARS IN SLAB TO BE SUPPORTED BY PLASTIC COATED CHAIRS PER AGI CODE. 5. THE 5PECIAL INSPECTION ENGINEER SHALL RETAIN A COPY OF THE DOCUMENTS DESCRIBED ABOVE IN H15 OR HER CONTRACTOR 54ALL VERIFY ALL FIELD CONDITIONS AND SURVEY OF THE ADJOINING PROPERTIES SHALL BE MADE IN WRITTEN AND PICTORIAL FORM,AND II. ALL R}WINrORGINr SHALL BE DETAILED,FABRICATED AND PLA( OFFI ED, IN ACCORDANCE WITH AGI DETAILING MANUAL GW AND SHALL PROVIDE A COPY TO THE CONTRACTOR AND/OR OWNER TO $E KEPT AT THE GON5TRIJGTION DIMEN5ION5 AND 5HALL BE RESPON51BLE FOR FIELD FIT TVIO COPIES SHALL 6E- rVRN15HED TO THE OWNER'S REPRC5ENT.ATI'VE. (LATEST EDITION}. FFI AND QUANTITY OF AM.NO ALLOWANCE 5HALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 12. ALL REINFORCING 5HALL BE SUPPORTED IN FORMS,SPACED WITH NECE55ARY ACCESSORIES AND SHALL BE 6. THE SPECIAL. INSPECTION ENGINEER RESPONSIBLE FOR SPECIAL INSPECTION SHALL REPORT UNSAFE CONDITIONS 1 V2" SLAB RECES;J , NEGLECT ON HI5 PART. ?. ANY W SUIT INFLOW INTO THE EXCAVATION SHALL EPI: CONTROLLED E3T SLUMPIND dR TO THE DEPARTMENT OF BUILDINGS AND/OR ANY OTHER AFFECTED PARTIES OR A0ENGIE5 DOORS(5EE PLAN OTHER SUITABLE METHODS. DISPOSAL OF l^EATER SIIALL EC' MADE OUT OF THE SECURELY WIRED TOGETHER, IN A„GGRDANGE WITH GRSI "MANUAL OF STANDARD PRACTICE" (LATEST EDITION). EXCAVATED ARA IN ACCORDANCE WITH LOCAL RE6ULATION. THE EL17VATION OF` THE 13. SLUMP OF GONCIRETI SHALL NOT EXCEED 4" UNLESS A HIGH RANGE WATER-REDUCING ADMIXTURE 15 USED. THE 1. UPON REOUE5T OF THE DEPARTMENT OF BUILDIN65,THE SPECIAL INSPECTION ENGINEER SHALL MAKE AVAILABLE T E-7 SLAB EL +®W©„ WATER LEVELS BEYOND THE LIMITS OF THE PROJECT SITE SHALL NOT BE LOWERED DOGUMENT5 AND THE LO6 DESCRIBED ABOVE FOR REVIEW BY THE DEPARTMENT OVIEE3DIN55 Unit t� Go 5d A5 TD PR;tiVCNT DISTRESS 70 ADJOINING STRI✓TUR[v5 SLUMP OF' ,ATE=R-REDUCING ADMI,XTURC SHALL NOT EXCEED 4". THC SLUMP OF CONCRETE CONTAINING A HIGH LINO OF ASPHALT q 114" LJ.r RAN5E WATCR-REDUCING ADMIXTURE SHALL NOT EXCEED& PAVIN5 (PITCH AS 8. A COMPETENT REPRESENTATIVE OF THE CONTRACTOR.SHALL INSPECT THE 5UFCRADE bxb W2.� x W2.9 W.W.F.14. GdNGRETE Ext'G5tt7 TO WEATHER SWALL BC AIR-ENTRAINED. AIR CONTENT 5HALL BE BETWEEN 4 AND 6 PER�.ENT. Mini Storage OF THE EXCAVATION, ANY AND ALL E3"(,ING ANC; P,LOGt=.TNG,AT' THE GOMMIrNCEM[:NT 15. COARSE A00RE70ATE 5IZE SHALL BE NO. 51 OR LARGER, CONTRACTOR 5HALL SUBMIT MIX DE51ONS FOR REVIEW PITO OF EACH SHIFT,TO A.55URE INTEGRITY, PH:IOR TO F'LRMITTING WORKMEN Td WORK BY THt PROJCGT'MA.NACZf?. NE LL IN ADVANCE Or CONCRETE PLACEMENT. CONCRETE MIX DE51ON SHALL INC UDE ASPHALT PAVING WITHIN ANY EX,GAVATED AREA. ALL STRE"NaTH DATA NEGCS5ARY TO 5HOW COMPLIANCE WITH THE PROJECT SPEGIFIGATIONS FOR EITHER THE TRIAL il Xy' A BATCH OR YIELD EXPEFIEN(,,C METHOD. -�-- - bxb W2A x W2.9 W.W.F (LION) 9. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY EXCAVATION RL5TRAINT 16. CONCRETE MAT ON GROUND 51EALL EK: POURED TO THE THICKNESS SHOWN ON THE DRAWING ON VAPOR b" SLAB ON GRACIE T.D.WALL 119�U Oregon Road REQUIRED FOR THE CONSTRUCTION OF THE PROJECT, IF A 5HEETINC, Gil BRAr:.IN'G BARRIER. 6" SL PSI N OR GONGRETE 2" RIGI17 INSI)L. 5Y5TEM 15 TO BE UTILIZED, THE DETAILS Or A 5HOF DRAWIN65 AND 5U5m17rD FOP, I~. VAPOR BARRIER SHALL 1.3E POLYETHYLENE PLA5TIG WAVING A MINIMUM THIGKNE55 OF &MIL5(OOH'.),FREE OF Cutchogue NY REVIEW AND APPROVAL BY THE .ARCHITFGT BEFORE 60MMENGFMENT OF WORK. PINHOLES AND OTHER BLCMI5HD: AND SHALL BE INSTALLED OVER COMPACTED POROUS FILLING ACCORDANCE WITH x r. x x x' x x � MANUFACTURER'S REOUIREMC'NT5 ALL JOINTS SHALL BE LAPPED 12" AND TAPED. s� ` ° � a °a � o' 10, THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE 5LE30RADE CONDITION PRIOR 18. PROVIDE 6" THICK LAYER OF POROUS FILL 5E- ATH ALL SLABS ON GROUND.COMPACT(IF REQUIRED)FILL T^O ° e ' a `� .s - � #4 ;BARS 12" G.G. TO START OF WORK, TH) 5E DRAWING DISCOUNT UNDERGROUND WATER CONDITIONS 9596 OF MAXIMUM DENSITY IN CONFORMANCE TO A57M DI551-66T. MATERIAL SHALL CONSIST OF HARD,DURABLE EACH WAY I EACH FACE PER REGUE-5T Or OWNCR5). UPON COMPLETION Or EXGA✓ATION. PARTI.L[5: FREE: OF GR.ANI MATTER, RUBBLE AND ALL DELETERIOUS SUBSTANCES MAXIMUM PARTICLE SIZE j „ �! . . . i ,- ,� . 4 4 LOO 6 FOUNDATION SHALL BE 2', 10% TO 6d�BY WEIGHT RC:TAINE"D ON THE #10 SIEVE,LE55 THAN 40% BY WEIGHT PASSING THE ( I 1=1 I I--�I 1=1 Tf=�_=111= No.6O SIEVE,AND NOT MORE THAN 10% WEIGHT PA551NG THE No.200 SIEVE. a FOUNDATION NOTEr _I-I i-I I-III-III-III=1 -I I=..I I-I I I-1 I I- AN � DET L5 - 19. MAXIMUM O1T51DE DIAMETER Or PIPE OR CONDUIT PLACED IN SLABS ON GROUND SHALL BE LIMITED TO -III-III-III-III=III III III-I =I i(-III-I I e i. ALL FOOTINGS ARE TO REST ON "TOIL HAVING A MIN SAF E SCARING CAPACITY OT 2 TONS PER SQU:AR[" FOOr ONL-THIRD THE THIGKNE55 Or THE SLAB, THE MINIMUM GON(RErE COVER TOP AND BOTTOM SHALL BE ��-,��-, �-� �- , - , - �-,�� - �- �- � 6 ONE-THIRD THE THICKNESS Or THE SLAB. � � 2. ISOLATED FOOTIN65 SHALL BE LOWERED OR RA15ED,AND PIERS SHALL CE APPED,RCDUCCD OR INCREASED IN 20. PRO,✓IDC SHOP PRANIN55 5HOWIN0 REINFORCEMENT 4 IN5ERT5. 6 MIL POLY V.s.- CONT. (TYP) HEIGHT,ALL AS APPROVED BY THE ENGINEER, WHORE THE: 5PE�CIFIED BEARINGS CAPACITY 15 rOUNP✓ AT A LOWER OR HIGHER ELEVATION THAN 5HOWN ON THE PLANS. GRUSHEL) STONE BASE 3. BACKFILLING AGAINST FOUNDATION WALLS SHALL NOT Br DONE'LNTIL CONGRCTE HAS ATTAINED SUFFICIENT COMPACTED SOIL 11-4" MIN. STRENGTH AND WALL5 ARE PROPERLY SHORED OR BRACED, 0 A T E � 4. EDOE5 OF FOOTING5 SHALL NOT BE PLACED AT A(GREATER THAN I(VERTICAL) TO 2 (HORIZONTAL) SLOPE WITH RESPECT TO ANY ADJACENT FOOTINEF,G, A5 NOTED 5. THE CONTRACTOR SHALL SAFE WARD AND PROTECT ALL EXCAVATIONS. 6. THE DCS,10N Or THE FOUNDATION 15 BASED ON SOIL INVESTIGATION. TYP I CGA�L SLAB PETAL I L 4 SEAT IC3N C RCJLLllP DOOR G A H�Y JVE3 3 A-I I W I"�� GHEGKITD 8Y DD Q 0 DiGiovanni & Associates o-- �_, �. Architects (D (D (D (D (D (D (D CD (D 0 (D (D 1,21-011 26 preston avenue sea cliff, ny 11579 (516) 677597 - 4fax(516) 138 is yko A.,0 > M Pw Yo ----------- -0- 1L1 71 17 101 1,21-011 101 1:21 17 17-011 -c. -oil -011 -011 -011 -ol -011 -01 1,21-011 1:21-011 (D 01 01 0 0 0 0 2001.011 FIRST FLOOR PLAN PAINTED METAL SIDING PAINTED METAL PANELS ON OAL\/. METAL 5TUD5. OVER METAL 5TUD5 H;' R-152 BATT. INSUL.4 OAL.V. 151DE ONLY (FIN15H METAL PANUS a INTERIOR TO CORRIDOR 51PE) TO 101-0" 1 -0" AF F 0' PROVIDE BURGLAR BARS 6, e5" O.C. TO CLO, ABOVE- ROOF C0N5TRJ,,'T10N: METAL 5TANDINO SEAM ROOFING ON 5" x 3" RAKE ANOLE5 OVER 7" PJRLIN5 0 5-0" O.C. ATTACHED TO 3 JV x 2" x 12 go P05T5 a 5'-0" ol(, BULLAR BARS a b" o/c (TYP EXTERIOR V1ALL ,,',QN5TfRU-rT10N: from TO PARTITION PANELS TO METAL 5101NO- OVER 5 -2"' x 2" 16 go a 24" HALL T`rFES AC-OUSTIC, TILE CEILING IN 01r, with 3 j BATT INSULATION and �-2 NT5 SUSPENSION 5Y5TEM with R 5 BATT 6ALVALUM PANEL INTERIOR TO 10'-0" o'F INSULATION (TYP) INTERIOR PARTITION CQN5TRXT1QN: 65ALALUM PANELS OVER 3" x 3" ANGLES a 21.611 Olr, with TO 10'-0" off FOUNDATION CON5TRU(TION: FOUNDATION NALL5 with #4 BARS a 12" ok ew ON 1'-4" ----------------------------- 4 4 rONrPETE rOOTING5 WITH (3) #5 B bottorr, TO 41-0" MIN. BELOW GRAPE 4 6" CONCRETE SLAB W 21 x 21 V4NM ON MIL. VAPOR BARRIER 61-A55 V1510N PANEL R E V 1 5 1 0 N 5 THESE PLANS ARE AN INSTRLKNT OF SERVICE AND ARE THE TO PLATE EL. +1.2'-Ol' A- PROPERTY OF THE ARCHITECT. INFRINOEMInTS WILL BE PR05EWED. TYPE A TYPE E3 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON H15 PART. NT5 Unit 2 Go Har dNaro/Door Noto!5: Mini Storage Type I - Interior roll up - 22 gouge corrugated galvanized steel with slide lock,padlock provisions and two liFt handles. Polypropylene wear strip, lb cjougi-, qn1vonized gvidps, 12 gouge, support brackets and qpr1rK3 tensioner with t extruded aluminum bottom bar aTO Isr-LOOR SLABB d weatherstripping.(color as 5eletted)) 11900 Oregon Road DATUM LL. +0'-0" Type 2 - Provide, levered hardware - entry with key only, inside olwoij5 unlocked. U ogue II 77777771"171'11-. 11 71-- ;I -Ifl=r 1= if W A ORADE Type, 3 - Inswiated exterior roll up -22 gouge corrugated golvonized steel with slide lock,padloc k provisions and two it -strip, lb gouge (plvanlzed G handles. Polypropylene, weot pide5, 12 gouge support brackets and spring ten5loner with I I M-1 I I j:LI III :11= NY extruded alumrun bottom bar and weatherstripping.(color as selected)) IF I IF, 6" CONCRETE 21, RIC21D INUATION i=I I SL�AB (4,000 P51) (TYP) �=,p Ir BUILDINO 6 �Ei I 1--I I I - M FLAN5 $ �)ETAIL5 TAG DOOR 51ZE THK o 0 0 F FRAME SADDLE HPNF ;TOP RATING REMARK5 TYPE MAT'L DOOR I ql-011 X 1111-011 5 MTL --- IN5L'LATED ROLL-I)P P A T E ik=2 .2 81-011 x 6-0" 5 MTL. I INTERIOIR ROLL-UP 31.011 71-011 A$ NOTED x A MTL. 2 L�;)UILPINO SEC.,TION 3 OF 4 A-,2 BUILDING 1/411 11-011 JV5 CHECKED 13r DD METAL ROOFING(TYP.) S---N S N 5--N DiGiovanni & 1:2 1,�EATHERVANE (TYP.) 4'-0' X 4'-0" WINDOW AS 51LECTED Associates 1:2 IN METAL FRAME 1.2 2slk Architects METAI- 9TANDINO 5EAM 6, 011 _-- ROOFING (T*,rFl.) O.H.1, O.H. 26 preston avenue ....................................... ........ ......... -------- ..... ------------- --- sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 TO PLATE EL. 41.2-011 l E - RM 1� METAL LEADER5 --E= ------- YOP VV ---------- I m -1 TO 1st FLOOR GUTTERS (TYP.) DATUM EL. +0'-0. ISSUED" .......... METAL ROLL UP DOORS METAL SIDING (TYP)HALL FA(K LIGHT (TYP.) FIXTURES (TYP) SOUTH ELEVATION -4 METAL ROOFING(TYP.) 5--N 1.2 HEATHER VANE (TYP) 12 4'-0" X 4'-0" WINDOW 12 12 12 A5 5CLECTED 1.2 V14 IN METAL FRAME 1.2 METAL STANDING c--Z-AM 6, 0" (TYP. ALL SIDES) 0 H. ROOFING(TYP.) O.H. O.H. It ............. ..... ........ ..... ............ ........ .. ........... ....... TOPLATE EL. +[2 0" .I C ru l_1111_1H1[ H ----------- METAL LEADERS OUTTER5 (TYP) TO Ist FLOOR DATUM EL. +0'-0" TAFTMT"M71m;-TT27TTW ........ METAL ROLL UP DOORS METAL SIDING(TYp)—j HALL PACK LIGHT (Tyr.) FIXTURES, (TYP) NORTH ELEVATION REE V 1 5 1 0 N 5 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINOEMBTS WILL BE METAL ROOF INO(TYR) METAL ROOFING(TYP) PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS W HEATHER VANE (TYP) 1.2 DIMEX510%AND SHALL BE RESPONSIBLE FOR FIELD FIT 2 WEATHER VANE (TYP./'--'--' 12 4'-0" X 41-0" PqINDOVi A5 5CLE(TEP 12 4'�O" X 4'-()" KNI70h A5 SELECTED 1.2 IN METAL FRAME AND QUANTITY OF PM.NO ALLOKAXE SHALL BE MADE IN METAL rRAMr- (TYP. ALL SIDES) ON THE BEHALF OF THE C-ONTRArTOR FOR ANY ERROR OR (TYP. ALL 51DEV NEGLEOT ON HIS PART. �irIIFT 0 O.H. O.H. H O.H. LJiN METAL 510IN5 (T(P) LED HALL METAL SIDING(TYP) LED NALL Unit 2 Go PAr,K LIGHTING FIXTURE: (TYP) FIXTURE (TYP) 12 41—r 4 11900 Oregon Road TO PLATS IN Jill LLLLLLLLLLJI 11 11 11 IT I I rlt� Lim ����lIII7r= __ J3TO PLATELL. +1Z-0 -V Cutchogue NY To 1st rLOOR TO W FLOOR 5JILDINO 6 DATUM DATUM EL. 40 I-oil EL. +0' L Y A 71 O I `l 5 FIN =3 EAST ELE\/ATION V4EST ELE\/ATION PATE tA A5 NOTED SCALE 4 OF 4 DRAM BY' JV5 CHr:Cxr:v 5-1, M DAu E'7 rI A ORAGE DiGiovanni &T MINI = ST Associates X� Architects k . BUILDING 6 •4»6A+3t.Li» 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 11900 Oregon RoadNew York IQ-IID �GISTEREO oPa\pA. 5A m )LANE rbf, FtN yo\i f V 1 / P LANDNrP Or XANAe M.6RAGi• LAND N/r dr larJaTN lasatzlc leEGrGtrNey It I S 1J E D /I r fr l a 1000 005_DJ-004. IacX�-vel-n3-G�aa.7 (WmNERCIAL 51Tr_kLrLL WAMR) (�rVaNf��2GtAL 54 t J r a F i n a , n N /Z5 41001'00" E: 3aJ�.�i6' _- .....,_,,, .............. .......,,.,..,_, - -- — _..., -- - - l�¢7" r�Ro� 6'>�>rNc>r 5 46 24 5�J E q e'cNa�N uwc FeNc� a 4'GNAIN L NK F-. Y �- t�tu1r- ti .g w+� ISTI gvlt A � � �>< rad,: d �i_ nwr�urks x* BULDINOI E3UIL,DIN02 --1 `�- /Ver Pfi R',�' •INr7D E PR0P05ED I STORY PROP0r5ED I STORY MINI 5TORA6E BUILDING � MINI STORA,�E BUILDIN..� CrATr a ctr. II,550 sf (dry b�Adir: ; _.__ _.... ......... . � � � 11,880 s{(dry bui Idir�) � ) �.. Qu L tr fI��N -wAyK - - gGGi S-I,Const Glass 5b - rf al = 5?.5 qcc op 5-I,Const Glass 5b - fel = 5"15r g D i I.A SLATE ....... .., ,f GARntE 1 ��LL�EJ FILE ENDER SEPARATE APPLICATION FILED UNDER SEPARATE APPLICATION o r+ or 1GE Oc 16G sOct.Gy,B,Conal Glans 9h a rILECS UNDLR 5E1'AFtATt i` I s �AMIGATION \. 3 v"J FIs 1.0 er,.�' . � if MR.rie•.HATER srrievl!.r � � WALK. KETFIA f , __..._.._.......................... - -- ------- .._._ _ _ { p �•;�j ;/ PROrG�CC`5! N ASPHALTORI,/EHA1 BUILDING �r BUILDING 4 l '� ..-----.. ..._..._.......—. - _. m PROPOSED I STORY I V —._,.... PRflP. R PROPOSED I STORY MINI STORAi',E E3lJILDINv I o MINI STq ACBE 6UILDINC� � ti , _.-_.... ._.__..—..__.......___.—. _.. ._.._---_._._.._.__—....._..,..___.._.......___—...__......_—�...-....._-..-- xw>^o ® 1200CJ sf (d bulldlna) KEYPAD 61,600 5; (dry tvild1% Occ Gp S•-(,Const Glass lb rr el = 5".5 PU6T ! RAIL r CNC.E x Oce, 5-I,Gans` Glass 2b ' al = 51.5 FILE UNDER SEPARATE APPLICATION GAYT Y_ _ .Y x TO BE FILED UNDER SEPARATE APPLICATION ` { fr �,/ _i t .yp : .pr f AREA ;_ 1 r / +yv '-ill.--t�� / ,•,.�((r.l I — \ \. �, !wa, * 1 01 200.00' \� I- ,, � , ` BUIL©IN,� 5 RUILDIPdG 6 \ I J Fi.m PPdflF.SCREENL ANTIN a� u� fi f20P05ED 15TOF2Y f'R0P05ED I STORY ff` f''t /u- E. ,;,, - MINI STORAGE BUILDINt"a MINI STORAGE f31 ILDING _ y t 00 sf d brlldin \ X3.1 l!../ ;. 'y t' z� w Q 1.2,0 rU \ rf n ! ;, °1f; `' �L 17x700 sf (dru buildma) ( ) I f a/ v°rr 9 N `' ^ '✓.��' PTtG1P 6'FENCE w OGG G S-I:Comet Glass Zb- e = 51.5 cG Op 5-, ansW ass - e = '� O I G GI 2b I 575. K4 - ' = f ILE UNDER SEPARATE APPLICATION 13 r3 / PC•ATO BA" '5; '0 LAS Nlr or INJF FARMS LLC U, I Q � (COM'MI IAL 5170 ` Y Y Y � �' - — .._,......._.,._..-_. .. PROP.6'FENCE Q N © 'Or✓" N 860.8 ' GRAVEL tMIVL' SITE N RBV 1510N5 5P- 1" = ,gyp' THESE PROPERTYOATHE ARCHI AN iINRINCET OF MENT5AWOE NILDL BE ARE THE ROSEOM. CONTRACTOR SHALL VERIFY ALL MELD CONDITIONS AND DIMEN51ON5 AND SHALL BE RESPONSIBLE FOR FIELD PIT AND QJANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. G2100ter,.W'--='Usc~ ._occ.v aid _ ,Ica ,- i icc�tion SII ,�. s}craChanter 10 - Moans of 1: ress ge r�roup :� SII-`2 Ma:yerotn Hazard Storage: Orwve, :;-I Table Mclxlmurr Moor Area Allowance Per Occupant j Unit 100 1.5 500 sfloccupant - Warehouse 1 Go u�r 5 = Oereral Ouildirgh�ci�ih!.__4.-Areas { L✓ 5G� Cr;ncral H,^ight & Area lir7itatinn; r.;;� � � StrageN- Table AIIL�wablo height $ building areae --�=--C0XSL _ Mini ('�CORSAV 505 Typo 213. = 11,500 sf and -11 5t:^ric•5 _ ,Actual Max buildir:g arca = 12,00C a,f and I sty MULBERRY 5T. I1 12.,0,00 < 1­�,500 - Therefore GK � 11900 Oregon Road GW-0112 6 Tu�fees of Cor,„ ruc�t:>o_r_ %''i' \ FROJEGT LOCATION p _� C Cutchogue , NY hGH.: Type; I � II - Nran-�.Orrbustiblc; d 'T`oble 601 Fire Rcslstanco Rotlrgs UTHIL ROAP Typc IIE3 - 0 hour rating for all c.orrponerts ¢ ui Tabic F 0_2 Firc Rcsistarce. rrtino for exterior walls boscol or fire a a�t� W yu separation distance KEY Typo 115 co51 TE PLAN r:struction orcoter thor 50' sopS­ I ¢ ,j #v ERGS 1�.� I MAPw 0 hour rating rec,[uIrcd for S­1 o, .::vporcy - -' - nta rrinirnvn~ Separation prcavi,dc�� Therefore�K �UI^/ I 1 r C,hCaoter '" - rire,; H2rsistonGr Rplcd Cpnns ructior. if -705 Lxtcrior woIIs "To5.P-1 AlloNcahlc oroo of openir:g=. shall rt^t exceed values per table `"t0."b ��ISl2Q , C.haCaficr �_ _ fire Nrcwe�.�ior_s-���,tr.=r.5. v A r E 010 5,o rink ler 5ystcnns < 0O52.9 Orovp 5-1 A5 NQTEP Rcovire.d if fire area exe.Ft.rJ5 L2,0,00 = 12,000, Thnrc*ercG�f.._-_-i;�_S_• ri_rklcr `=w,tcrr SCALE I OF � r uircd GL------ a',wtAwx er GHEGK�D�Y DD 200'-o" - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - -�= - -- -- - -- -' ' -- -- --=- - -- -= -p -- - -- - --- - - =- -.. = - - -- - - - 1 1O anni � - - -- - - --� Associates Architects �a26 Preston avenue sea cliff, ny 11579 fax(5 6) 759-7138 I'� I I`1-I10 A-6 �G\STEREO QP\D A. I L � U) TY` IGAL SLAB ON GRADE GON5T: v� b" - 4,000 P51 STONE CONCRETE O d WITH bxb W 2Ax2.q W.W.F. TOP OF SLAB ELi=V.: NeW YOB n (5EE DETAIL_ 3/A-6,) I I 155 •UECJ I I A I� 2 A-6 7-7/7,7777777 FOUNPAT I ON PLAN LINE OF ASPHALT" PAVING(PITCH AS SHOWN) T.0.5LAB EL. +0'-0" �+ bxb W2.q x W2.9 W.W.F. GENERAL NOTES- !.QNrRETE NOTf�5 SP GIALI�5FECT14N5 ASPHALT PAVING �, 4 x X�-X x I. ALL WORK PERTAINING 70 SHEETING,BRACING,SUPPORT dr ADJOINING LOTS AND SIDEWALKS, L ALL CONCRETE WOPK SHALL CONFORM WITH THE RCOUIREMENT5 Or THE CONCRETE INSTITUTE (AGI) 315-2011. I. PRIOR TO BEGINNING ANY WORK,THE OWNER SHALL RETAIN 5ERVICE5 SERVICES OF ACCEPTABLE LICENSED - a iv PLACEMENT OF FOUNDATION CONCRETE ON SOIL 51;56R.ADE 15 SUBJECT TO SPCCI.AI. INSPECTION 2. ALL CONCRETE,EXCEPT A5 SPECIFICALLY NOTED ON PLANS,SHALL BE LIGHT WEIGHT OR STONE CONCRETE PRDr"E�,SIONAL ENGINEER TO PROVIDE INSPECTION5 DURING CONSTRUCTION. THE INSPECTOR 54ALL BE QUALIFIED T.O. WALL DESIGN FOR 5HEETINO 4 BRACING SHALL 51 GONE BY ENGINEER IN GHAROE OF SPECIAL HAVINC,AN ULTIMATE COMPRESSIVE STRENGTH A5 LISTED BELOW. AND APPROVED BY ENGINEER OF RECORD TO PERFORM SPECIAL INSPECTIONS A5 REOUIRED BY NY5 BG. 2" RIOID INSUL. INSPECTION S PAID BY THE CONTRACTOR. OUALIFIGATION5 5HALL INCLUDE A PROFESSIONAL LIABILITY INSURANCE COVERAGE OF I MILLION DOLLARS AND A, -FOOTIN05, FOUNDATION PIERS, FOUNDATION MAT. 4000 PSI NORMAL WEIGHT MINIf-IUM PROVEN EXPERIENCE OF 5'fEAR5 WITH 51MILAR WORK. .2. PROPER NOTICES SHALL BE GIVEN FOR PCRFORMANCC Of THC SPECIAL IN`PECTION5 IN -BUTTRESSED AND FOUNDATION WALLS 4000 P51 NORMAL WE16HT � ACCORDANCE WITH THE RZOUiREMCENT5 Or THE NY5 BALDING CODE. "BEFORE ANY WORK 15 -w-SLAB ON GROUND 4000 PSI NORMAL WEIGHT 2. SPECIAL INSPECTION SERVICES SHALL BE PROVIDED E'A1T NOT LIMITED TO: Q `fid p #4 BARS a 12" D.G. COMMENCED ON AN ITEM OF CON5TRU6 ION REQUIRING SPECIAL, INSPECTION,ALL PERSONS A. CONCRETE CAST-IN-PLACE BG 1704-4 EACH WAY /EACH PAGE RESPONSIBLE FOR SUCH SPECIAL INSPEETION 5HALL BE NOTIFIED IN WRITINO AT LEAST i2 -2, RCINr1RGIN6 FOR Rr.INrORGCD CONCRETE! ELEMENTS,UNLESS OTHERWISE 5HOWN OR SPECIFIED,SHALL BE B. SOIL - SITE PREPARATION BG 1104.71.1 4" 6„ 4„ HOURS PRIOR TO SUCH GQMMENGE:ME_NT.' DEFORMED IN ACCORDANCE WITH A5TM-A615,GRACE 60 AND SHALL HAVE A MINIMUM YIELD POINT OF 60,000 G• 5011 - INVE5TIOATION5(BORING/TEST PITS) BG 1'704.'!.4 P51 D. STRUCTURAL SArETY AND STRUCTURAL 5TABIL17Y BG 1104.19 ° 3. NOTICE SHALL BE PROVIDED BY THE PPO,:f GT5 OWNER TO AU,sOININ(-�Pf,,0PFRTY OINNE'Ra IN 4. REINFORCING FOR COLUMN TIES AND EZAM STIRRUPS SHALL BE DEFORMED IN ACCORDANCE WITH ASTM-A615, E. CONCRETE TEST CYLINDERS. BG Ia05.b Q ACCORDANCE WITH THE- NY5 BUILDING COBE: "NO TOUNI'7ATION OF EARTHHOFY PERMIT SHALL BE GRAF)r 40 AND SHALL HAVE A MINIMUM 'MELD POINT Or 40,0700 P51. F. CONCRETE DESIGN MIX BG 1905,3 � +� � � 1551,CD UNLESS AND UNTIL AT LEAST FIVE DAYS PRIOR. WRITTEN NOTICE. OF THE PERMIT 3. THE5PECIAL INSPECTION ENGINEER SHALL DETERMINE WHETHER CONTINUOUS OR PERIODIC, IN5PECTION5 ARE z (�t' #5 EARS APPLICATION 5HALL HAVE BCCI GIVEN BY THE APPLICANT TO '1H1.: OWNER i Or ALL ADJOINING F. WELDED WIRE FACRIC 5HALL HAVE A MINIMUM ULTIMATE STRENGTH OF 70,000 P51. n� CONT. (TYf) NEEDED AND WHETHER HE OR SHE SHOULD INSPECT THE 517E PER50NALLY OR SEND A PERSON UNDER HIS OR HER LOTS,BUILDINGS AND SERVICE FACILITIES WHICH MAY EL AFFCCTLD BY THE PRO%06ED 6 MINIMUM REINFORCEMENT PROTECTION,UNLESS OTHERWI5E 5HOWN,SHALL BE 314" FOR SLABS AND INTERIOR DIREC:TSUPERVISION. FOUNDATION WORK OR EARTHWORK OPERATION`?." FACr5 OF WALLS, 1-1/2" FOR Bt'AM5 AND 61RDER5,2" FOR EXTERIOR FACES OF WALLS,3" FOR FOOTIN05 AND 4. THE 5PECIAL INSPECTION EN6INEER,SHALL MAINTAIN A LOG IN HIS OR HER OFFICE WHICH INCLUDES THE I'-4° MIN. OTHER STRUCTURAL CONCRETE DEPOSITED AGAINST NO CONCRETE SHALL BE, POURED UNTIL THE REOUIRCD FOLLCNINS INFORMATION: 4, NOTICE SHALL 51: PROVIDED BY THE PROJECTS OWNER TO ADJOINING PROPERTY OWNERS IN PRELIMINARY TEST(PER NY(FX. HAVE 5NIZN MADE AND APPROVED. N ADDRESS OF THE PREMISES,JOB NUMBER,CONTRAGTOR15 NAME AND ADDRESS, ACCORDANCE WITH THE NY5 BUILDING CODE: "AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE 7. ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH IN ONE OPERATION. CONSTRUCTION (n) DATE AND TIME OF EACH INSPECTION INCLUDING GIVEN TO COMMISSIONER BE FORE THE COMMENCEMENT Or ANY WORK FOR WHICH A PERMIT HAS JOINTS. 5UCH AS DAYS END POUR JOINT5,SHALL BE LOCATED IN THE MIDDLE THIRD Or THE SPAN, MAIN A. NAME'S OF PERSONNEL WHO INSPECTED THE SITE,AND BEEN ISSUED. REINFORCING SHALL RUN THROV!H THE JOINT. R005+EN AND SCARIFY JOINT5 TO EXP05E A56RC67ATE FOR B. ANY SIGNIFICANT 055ERVATION5 OR IN5TRU6TION5 61VEN RELATING TO ANY Or-THE FOLLOWINO-: p ISI /� CHEMICAL BOND. WET THOROUGHLY AND SLU5H JOINT WITH I:2 MORTAR,I/2"THICK,NOT MORE THAN 5 MINUTES 1) DEVIATIONS FROM THE CONTRACT DOCUK-NT5. SECTION @ ,,,,,,EXT R I OR Y�1AL L 5. ALL WORK PERFORMED IN CONNECTION WITH 5HEETING, BRACING. EXCAVATION SHALL ADHERE TO BEFORE FRESH CONCRETE 15 POURED AGAINST 5U'RrAGC. 2) ANTICIPATED FIELD CONDITION5; THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDIN> CGDE,REGULATIONS Or THE 3i PROPER EXECUTION OF THE WORK: A-1 I° s I'-Q" © N 5 NEW YORK STATE DEPARTMENT OF LABOR AND OSHA, P., ALL OPENIN65 IN FOUNDATION WALLS,UNLESS OTHERWISE SHOWN,SHALL HAVE (2) #6 BARS ADDITIONAL ON ALL 4) GOOD ENGINEERING PRACTICE; SIDES AND 5HALL EXTEND 2-6" BEYOND CDGE5 01' OPENIN65 5) SAFE jOB-51TE CONDITIONS; b PRIOR TO COMMENCEMENT 0r MA55 EXe AVATION, THE ADJOINING PROPERTIE5, AND 5TREE'T5 INSTALL ALL BUILT-IN-WORK, 6) PRECAUTIONS TAKEN TO MAINTAIN SAFE CONDITIONS IF WORK 15 STOPPED FOR ANY THESE FLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE SHALL BE VISUALLY SURVEYED BY T147 CONTRACTOR, 5UITA5LY MARKED WITH PERMANENT q. THE GONTF ACTOR SN ALL COOPERATE WIT"H OTHER TRADES AND WFItRC REQUIRED, REASON. PROPERTY OF THE ARCHITECT. INFRIN6EMENT5 WILL BE MONITORING POINTS TO BE MEASURED DURING CON57RI4, TION rOR THE PURPOSES Or 51_ECVE5;OPENIN66, INSERTS, ETC. AS RE:OUIRED FOR A CONCRETE JOB. LOCATION OF 5LEEVE5 AND OPENIN65 (iii} THE DATE OF AND PARTICIPANTS IN ANY CONVERSATIONS WITH THE SPECIAL INSPECTION ENGINEER PROSECUTED. DETERMINING CONSTRUCTION-RELATED EFFECTS. REPORT WITH PHOTOGRAPH5 SHALL BE NOT 5HOWN ON PLAN5 15 SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER, OCCURRING OFF-SITE AND RELATING TO ANY SIGNIFICANT OBSERVATIONS OR INSTRUCTIONS. PROVIDE=D TO ARCHITECT IN TRIPLICATE COPIES. A PRErON57RUCTION DAMAGE CONDITION 10. ALL RE-BAR5 IN SLAB TO BE SUPPORTED BY PLASTIC COATED CHAIRS PER AGI CODE. 5. THE SPECIAL INSPECTION ENGINEER SHALL RETAIN A COPY OF THE DOCUMENTS DESCRIBED ABOVE IN H15 OR HER CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND SURVEY OF THE: ADJOINING PROPERTIES SHALL BE MADE IN b^RITTCN AND PICTORIAL FORM, ANPDIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD PIT 11. ALL RCIN1'ORCING 5HALL BE DETAILED, FABRICATEDAND PLACED, IN ACCORDANCE WITH AGI DETAILING MANJAL OFFICIE AND SHALL PROVIDE A COPY TO THE CONTRACTOR ANG/OR OWNER TO BE KEPT AT THE CONSTRUCTION AND GUAN71TY OF WORK.NO ALLOWANCE SHALL BE MADE TWO COPIES SHALL BF FLRNISHCG TO TVWr OWNERS REPRESENTATIVE. (LATEST rDITION), SITE. ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 12. ALL REINFORCING SHALL BE SUPPORTED IN FORMS,SPACED WITH NECESSARY ACCESSORIES AND SHALL BE 6. THE SPECIAL INSPECTION ENGINEER RESPON51BLE FOR 5P'EGIAL INSPECTION SHALL REPORT UNSAFE CONDITIONS 1 1/2" SLAB RE( a Ofl NESLECT ON HIS PART. 7. ANY WATER INFLOW INTO THE EXCAVATION 5HALL BE CONTROLLED BY 5LUMFINC,OF: TO THE DEPARTMENT OF BUILDINGS AND/OR ANY OTHER AFFECTED PARTIES OR AGENGIE5 DOORS(SEE PLAN - TYP} OTHER SUITABLE METHODS. D15P05AL Or WATER SHALL 6E= MADE OUT OF THL SECURELY WIRED TOGETHER, IN ACCORDANCE WITH GR51 "MANUAL OF STANDARD PRACTICE" (LATEST EDITION). EXCAVATED ARCA IN ACCORPANr lF HATH LOCAL. REGULATION. THE ELEVATION Or THE 7. UPON REOUE5T OF THE DEPARTMENT OF BUILDINGS,THE 5FE61AL INSPECTION ENGINEER SHALL MAKE AVAILABLE a PROJECT c, c 13. 51-UMP OF CONCRETE S+TALL NOT EXCEED 4" UNLESS A HI!ill RANErE WATER�REDUGINCs ADMIXTURE 15 USED. THE ---•T.0.5LAE EL. +O'-O° WATER LEVELS BEYOND THE LIMITS OF THE PROJECT SITE SHALL NOT E'E LOWERED DOLUKNT5 AND THE LO6�DESCRIBED ABOVE FOR REVI1-A BY THE DEPARTMENT OVE DIN65 Unit /"ti Go SLUMP Or WATER-RCDLCINCr AGMIXTURC 5HALL NOT EXGECG 4". THC SLUMP OF CONCRETE CONTAINING A HIGH LINO OF ASPHALT ,(J� 5d A5 TO PREVENT DISTRESS TO AGJDININ:3 5TW1GTliRl:=°7 9 I/4° R.ANrE WATER-REDL-GING AGMI.XTUF t. SHALL NOT MEED b". PAVING (FIT( A5 SHOWN,' --bxb W2.1 x W2.W W,W.F'. 5. A COMPETENT REPRESENTATIVE Or THE:GONTRAGTOP SHALL INSPECT THE 5UC3CiRRAf7E 14. CONCRETE EXPO irD TO WEATHER 5HALL BE AIR-ENTRAINED. AIR CONTENT SHALL BE BETWEEN 4 AND b PERCENT. ry Mini Or THC EXCAVATION, ANY AND ALL BRACING ANG BLOCKING, AT THE' GOMK'NGEMENT 15. COAR5F ACaGREGATE 51ZEE 5HALL BL NO. 51 OR LARC,rR. CONTRACTOR 5HALL SUBMIT MIX DtE51GN5 FOR REVIEW PITC � NI EACH SHIFT,TO ASSURE INTEGRITY,PRIOR.TO PERMITTING WOF'K11CN TO WORK BY THE PROJr(T MANAC7F.R Hrll IN AD'VANCC OF If PLACEMENT. CONCRETE MIX DESIGN SHALL INCLUDE �4 WITHIN ANY EXCAVATED AREA. ASPHALT PAVIN[ _ _ ALL STRENGTH DATA NECE55ARY TO 5HOW COMPLIANCE, WITH THE, PROJECT 5PECIFICATIONS FOR EITHER THE TRIAL c� x x x x BATCH OR MELD EXPERIENCE METHOD- bxb W2.a x W2.1 W.W.P NON) - 4 �v 9. THE CONTRACTOR SHALL PROVIDE A.NY TEMPORARY rxC.AVATIGN RC5IRAINT Ib. CONCRETE MAT ON GROUND 5HALL BE POURCED TO THE THIGKNE-55 SHOWN ON THE DRAWINGS ON VAPOR 6" SLAB ON GRADE T.O. WALL 11900 Oregon Road REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. IF A SHEETING OR BRACING BARRIER. SYSTEM 15 TO BE UTILIZED,THE DETAILS Or A SHOE' DRAWINGS AND SUBMITTED f OR � � 4 U00 P51 STONE CONCRETE 2 RIaID INSUL. ���(;h(�g�e NY I VAPOR BARRIER ,HALL BE POLYETHYLENE PLASTIC HAVING A MINIMUM THICKNESS Or 5 MILS(OGS),FREE 0r REVIEW AND APPROVAL BY THE ARCHTECT E37ORE COMMENCFMCNF OF WORK. PINHOLE5 AND OT'4ER BI-EM15HE-5 AND SHALL BE INSTALLED OVER COMPACTED POROUS FILLING ACCORDANCE WITH x x x x x x x 7 MANUF,AGTLRERS REOUIREMEENT5. ALL JOINTS SHALL BE LAPPED 12" AND TAPED 10. THE CONTRACTOR 5HALL BECOME FAMILIAR WITH THE 5LSGRADC CGNDITION5 PRIOR Ib. PROVIDE 6" THICK LAYER 0r POROUS FILL BENEATH ALL SLABS ON GROUND.COMPACT(IF REQUIRED) FILL TO 4d #4 BARS o 12" O.G. TO START OF WORK, THESE DRAWINGS DISCOUNT UNDERGROUND WATER.CONDITIONS n g590 Or MAXIMUM GENwITY IN CONFORMANCE TO ASTM D1557-667. MATERIAL SHALL CONSIST OF HARD,DURABLE .. ,r `.p� ,' ,��'�'*""' 'i}'r'' O EACH WAY /EACH FACE I �I�} /��I PER FE-GUEST Or OWNCR5). UPON COMPLETION OF EXCAVATION. PARTICLES: FREE Q1 ORGANIC MATTER, RUBBLE AND ALL DELETERIOUS SUBSTANCES MAXIMUM PARTICLE SIDE {moi'r[�- �'K�tL FOUNDATION l�I '� T' r 41 q" SHALL Br 2', 10%T�60%ST' WEIGHT RETAINrD ON THE #10 SIEVE,LE55 THAN 40% BY WEIGHT PA551N6 THE `I1=_ `t N0.60 SIEVE,AND NOT MORE THAN 10%WEIGHT PA551N0 THE No.200 SIEVE. -III-III-III-III-III=I =III= =III=III= ° � DETAILS FOUNDATION NOTE-5 19 MAXIMUM OUTSIDE: DIAMETER Or PIPE OR CONDUIT PLACED IN SLABS ON GROUND SHALL BE LIMITED TO I- - - _ a L ALL FOOTIN65 ARC TO REST ON SOIL -IAVIN6 A MIN. SAFE BEARING CAPACITY OF 2 TON5 PER,SQUARE FOOT. ONE,-THIRD THE THICKNESS Or THE SLAB., THE MINIMUM CONCRETE COVER TOP AND BOTTOM SHALL E3C I (� I I I I III I I I I I I 1 ° ONE:-THIRD THE THICKNESS OF THE SLAB. 2. ISOLATED FOOTIN65 SHALL BE LOWER:.D QR RAISED, AND FIrRS 5HALL BE ADDED,REDUCED OR INCREASED IN 6 MIL POLY V.F3.- m e • CONT, (TYP) HEIGHT,ALL AS APPROVED BY THE ENGINrrR,WHCRfr THE SPECIFIED BEARING CAPACITY 15 rOUND AT A LOWER 2O. PROVIDE SHOP DRAWINGS SHOI^IINCi REINFORCEMENT d INSERTS. OR H16HER ELEVATION THAN 5HOWN ON THE PLANS 6RU5HED STONE BASE x/151.20 3. BACKFILLIN5 A,5AIN5T FOLNE)ATION W.ALL5 5HALL NOT BE DONE UNTIL CONCRETE HA5 ATTAINED SUFFICIENT GOMPAGTED 501L.--" 1'4" MIN. 57RCN07TH AND WALL5 ARE PROFERLY SHORED OR BPACED. 0 A T E 4. EDGES OF FOOTING SHALL NOT BE PLACED AT A GREATER THAN I(VERTICAL) TO 2 (HORIZONTAL) SLOPE WITH RESPECT TO ANY ADJACENT FOOTINC-S, A5 NOTED 5. THE CONTRACTOR SHALL SAFE6UARG AND PROTECT ALL tEXGAVATION5. 6. THE DC510-N OF THE FOUNDATION 15 5 -2 OF 4 BASED ON 501L INVE5TIOATION. TYF'1 GAEL SLAB DETAIL L 4 3 SECTION a SOL L1JF' DOOR DR-"?q BY .IVB Ia1�I I n � 1 r^pr, GH�GKED r~3Y DD D DAA r1r] ■ ■ D TV (z� \ �� I .P.i� .. DiGiovanni & GO � ® PP ,ui1, �i T�n�nT AT Associates MINE [1011-IFY n Prt1 FOR T'riE Architects FOLLUNING " N G 6 BUILDI FOR PO'J"iE5 u. 2. 6"!�UC,4I ' FI{AI,A.I1!', i'LU"IIF;';G 26 preston avenue 3. IIvS1,J1LkJ1,0 1 sea cliff, ny 11579 41 FILIAL - CO'r'.�T` uC�Ip;� P'IUST (516) 671 - 3624 DE CO�';PLET1` ' I� 0.0. fax(516) 759-7138 ALL CONST�UCTIQI�1 „`-!i',LL 1!iEET THE '11900 Oreaon e d Cutchogue® New 'Rork Rr-OUI1,-1,EMENTS OF"I_H,=CODES OF t'E-W YOc'< STAGE. OfOSTRIl��TolNSIF?�F;04G"�. _DEIGN O . C Iq 110 �G\STERFpq OPS\O A G SR In C,('I'4PLY WITH ALL CODES 0'= z GOX L,ANE _ _ _--- _ B . -W YORK STATE & TOWN CODE �c-; HLIUIRED AND CONDITIONS O � Fo ass A gin^ ✓SOUTHOLD TOWN PLANNING BOAR $ SO0 f D TOWN TRUSTEES 1 5 51LI E 0 vn na � na LANG N/F OF.IEANNE M GRACE LAND N/F OF NORTH FORK RECYGLlN6 INC. IOAD-063-03-004 5 p 004./ 7 (COMMERCIAL 51E (COMMERCIAL 5/TE-FELL NIATER DO NOT PROCEED WITH W FRAMING UNTIL SURVEY 33T.86 PROP,b'FENCE 5 4602450" E 4"13.19' 0 61 CHAIN LINK FENCE o X OF FOUNDATION LOCATIO;� 5 47°01'00° E HAS BEEN APPROVED. on b'PVC,FENCE � A ' Cy '"-x x � x x Q fV X 4'GNAW INK FNG. �T @ x GATE Z /r j IL 'C f EXISTIN5 ;4 50.6' ;D LLy( W a 198.00' 168.001 I r 7 `� v W V WATER SERVI Z Qx r'! 6.J !i !r 1 M 11 ­ 1 r p EXISTING = V 1 I / \ \ .tS, `t•,1jR F._ U n p I STORY FRAME I / 'C 4/ T c-^' Q „ DWELLING x- F r'-. �� •11900 ~ to \ p ,'J G C Y h...J -' .1 t ...:i • S " ° BUILDING I BUILDING 2 J / \ ��F� �' ! r ► � 0 �' n F.F.EL.66.5 x PROPOSED I STORY PROPOSED I STORY / jEI�R MINI STORAGE BUILDING g MINI STORAGE BUILDING \ C�� 23� BATE 41 L.F. Q I / S�13 SER ; !(� 6' 16.01 % X p 11,880 sF (dry building) II,880 sf (dry bulldin ) \ E���S, ��Pp OF 0 1 �k a Q �I °`� OGG Gp 5-1,Const Glass 5b - f el = 5?.5 Occ Op 5-I,Const Glass 5b - F el = 5'1.5 \ i lbsr \� m 4 f4 GONG WALK n 6ARA6E a FILED UNDER SEPARATE APPLICATION FILED UNDER SEPARATE APPLICATION \ J���O,^ln\ CQd�• tr SLATE E n PATIO ry CONVERSION to x X, \ S` I� l OFFICE 10 616 16.0 X11 STORY T9T 9? I �_ _� FILED tWXR SEPARATE I t Voss 5b o - an' Zlb' 16.0 3O,y APPLICATION J V4 W GONG. CO OQ/� tY PROP.WATER SERVICE WALK \ �- PROP. KEYPA \ ® 160.00' 200.001 1 F - 7 \ 'A ' LQ� T \ � I I SPACES � x T 7 0 PROPOSED SIGN ASPHALT DRIVEWAY rn� , BUILDING 3 BUILDING 4 1 J / \\ ��" • 4 m PROP05EP I STORY ,(4 PROPOSED I STORY MINI STORAGE BUILDING O� PROP. g MINI STORAGE BUILDING $ 12,000 sf (d building) KEYPAD 9,600 Sp (dry buildin ) OGG 5-I,Const Glass 2b FF el = 5'1.5 1 / \ / ° �'E�E{ o � \ g ,� PROP.POST d RAIL FENCE Occ Op Gp �+ GATE " x X X " TO BE FILED UNDER tSEPARATE APPLICATION FILEd llNDER SEPARATE APPLICATION L� \ \ Op ° v P? / o o 46 AN05GAPE \ \ AREA //]/ \ 3 N DU LINE OF 5 HR RATED \ `v t� v FIRE HALL(TYP) Q 200.00 200.00 1 r 7 \ \ ap BUILDING 5 BU LDING 6L 1PROP05EDI5TORY / \ !h Jq JINI STORAGE BUIL INC \ PROP,SCREEN PLANTINGS w PROPOSED I STORY MINI STORAGE BdJILDING R g 12,000 sF (dry buildingl) $ r 1 •; n W F a Oar, STI,Const Glass 2b F ei = 5"1.5 \ / 000 sF (d buil incAh) / \ Oce, GGpp 5-I,const Glass 2b - F el = 5?.5 Op F. _ ISO N 4 °03' O" 233.52' PROP,b'FENCE F FILED UNDER SEPARATE APPLICATION \ \ BLOCK RET.WALL F \ CONCRETE O IP POTATO EARNm N r I \ h� 0 LAND NIP OF XLF FARMS LLC o \ / / /0010-065-05-003-2 n 1 \ (COMMERCIAL 5/7W It Z o PROP.W FENCE g=p r u. 00 aI00 N 4600500" W GRAVEL DRIVE 560.89' R E V 1 5 1 0 N 5 SITE FLAN SP- I 1 : 40' PROPER OF RTHE ARGHITEGT.NNFRIN6EMENT5KLKLL BE THE PRO5EGUTED. CONTRACTOR 5HALL VERIFY ALL FIELD 6ONDITION5 AND DIMEN506 AND 5HALL BE RE5PONSIBLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE E31J I L D I NO G O D E ANA LYS 1 S ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEaECT ON H15 PART. Chapter 5 - Use $ Occupancy Classification required 511 Storage Group 5 511-�2 Moderate Hazard Storage Group 5-1 Chapter 10 - Means of Egress Table Maximum Floor Area Allowance per.Occupont Unit 2 Go Chapter 5 - General Building Height 8 Areas 1004.5 500 sf/occupant - Warehouse 503 General Height a Area limitations Mini Storage Table Allowable height 8 building areas 505 Type 25 = 1-7,500 5f and 5 stories GOXS LANE Actual Max building area = 12,000 5f and I Sty MULBERRY 5T. 12,000 < 1-7,500 - Therefore OK 00 Chapter 6 - Types11900 Oregon Road of Construction i PROJECT LOCATION J 6022 Type 1 4 11 - Non-Combustible �� TUTHILL o Cutchogue , NY Table 601 Fire Resistance Ratings Type IIB - 0 hour rating for all components 0 �U ROAD j Table 602 Fire Resistance rating for exterior walls based on fire seporoti 9 Q distance w ao I PLAN � /� f� Type IIB Construction greater, than 30' separation =J UO col RGE KEY MAF = 0 hour rating required for 5-1 occupancy I JI L D I I�I G 6 32'-O" minimum separation provided, Therefore OK Intl BU Chapter -1 - Fire Resistance Rated Construction DEPOT LANE '705 Exterior walls '105.8 Allowable area of openings shall not exceed values per (` r i�';i ``/'j�3 811�20 table 705.8 - 30-O + separation = no limit `'i IIT r2nnnA' D A T E Chapter q - Fire Protections Systems 603 Sprinkler Systems A5 NOTED 9032.9 Group 5-1 Ts. 7T-, • Required if fire area exceeds 12,000sf wi.--... _ 5 G A L E I OF 4 2,400 fire area = 12,000, Therefore OK - NO 59rinkler 5Lg5tem } ' U) DRAWN BY JVB reauired CHECKED BY DD 200'-0" DAA DiGiovanni & - - - - - - - - - - - - - - - - - - - - - - - - - --� Associates - - - - - - - - - - - - - - - I � II II II II - - 11 II II II II I I Architects � I II II II II I � I 2 II II II I I I 26 preston avenue A-6 I I I I I I I I I sea cliff, ny 11579 ) LINE OF FIRE 671 - 3624 f516 I I I I I l i I I I I I I I I I WALL ABOVE (TYP) I ( I I I ax(516) 759-7138 II I � I II II II II I 1 1 I I I I I I I I I Iq-I10 I I I I I I I I I I I C��S�ERED q N.D/D� G stn I I II II II II I Z I II II II II I 1 1 I I I I TYPICAL SLAB ON GRADE CON5T: I I I I I N� I I I I I b" - 4,000 P51 STONE CONCRETE I I I I I 9�F X8169 O I I I I I O WITH bxb W 2.gx2.9 W.W.F. I I I I I o F NEW TOP OF SLABELEV.: -O'-O" (SEE DETAIL 3/A-6) I I I I I �I II II II I II II II II I 155 ,UED �II II II II II I I II II II II I � II II II II II I I II II II II 1 ' � I I II II II II I I II II II II I � I I II II II II I I 1 II II II II I � I I A-b II II II II I I II II II II � I �I I II II II II _b I II II II II I I I II II II II I II II _ „ II II I il � - II II II _ _ _ II I 200'-0" FOUNDA71Oil PLAN A-I BUILDING 6 LINE OF ASPHALT PAVING(PITCH AS 5HOWN) T.O.SLAB EL. +0'-0" �+ bxb W2.g x W2.g W.W.F. GENERAL NOTE5 CONCRETE NOTES 5PE6IAL IN5PEC7ION5 ASPHALT PAVIN x xTx x I. ALL WORK PERTAINING TO 5HEETING,BRACING,SUPPORT OF ADJOINING LOTS AND 51DEWALK5, I. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CONCRETE INSTITUTE(AGI)515-2011. I. PRIOR TO BEGINNING ANY WORK, THE OWNER SHALL RETAIN SERVICES SERVICES OF ACCEPTABLE LICENSED - PLACEMENT OF FOUNDATION CONCRETE ON 501E 5UBGRADE 15 SUBJECT TO SPECIAL INSPECTION �, ALL CONCRETE,EXCEPT AS SPECIFICALLY NOTED ON PLANS,SHALL BE LIGHT WEIGHT OR STONE CONCRETE PROFE5510NAL ENGINEER TO PROVIDE INSPECTIONS DURING CONSTRUCTION, THE INSPECTOR SHALL BE QUALIFIED r.o. WALL DESIGN FOR 5HEETIN6 d BRACING SHALL BE DONE BY ENGINEER IN CHARGE OF SPECIAL HAVINGAN ULTIMATE COMPRESSIVE STRENGTH D LISTED BELOW: AND APPROVED BY ENGINEER OF RECORD TO PERFORM SPECIAL INSPECTIONS A5 REQUIRED BY NY5 BC. 2" RIGID INSUL. INSPECTION d PAID BY THE CONTRACTOR, OUALIFIGATION5 SHALL INCLUDE A PROFE55IONAL LIABILITY INSURANCE COVERAGE OF I MILLION DOLLARS AND A -FOOTINGS, FOUNDATION PIERS,FOUNDATION MAT. 4000 P51 NORMAL WEIGHT MINIMUM PROVEN EXPERIENCE OF 5 YEARS WITH 51MILAR WORK. 2. PROPER IVOTIGES SHALL BE GIVEN FOR PERFORMANCE OF THE SPECIAL INSPECTIONS IN -BUTTRESSED AND FOUNDATION WALLS 4000 P51 NORMAL WEIGHT Z ACCORDANCE WITH THE REQUIREMENTS OF THE NY5 BUILDING CODE: "BEFORE ANY WORK 15 -SLAB ON GROUND 4000 PSI NORMAL WEIGHT 2. 5PEGIAL INSPECTION SERVICES SHALL BE PROVIDED BUT NOT LIMITED TO: ad #4 BARS® 12" O.G. COMMENCED ON AN ITEM OF CONSTRUCTION REQUIRING SPECIAL INSPECTION,ALL PERSONS A. CONCRETE CA5T-IN-PLACE BG 1'104.4 m EACH WAY /EACH FACE RESPONSIBLE FOR SUCH SPECIAL INSPECTION SHALL BE NOTIFIED IN WRITING AT LEAST 12 3. REINFORCING FOR REINFORCED CONCRETE ELEMENTS,UNLESS OTHERWISE SHOWN OR SPECIFIED,SHALL BE B. 501E -SITE PREPARATION BG 1"104.'1.1 4, 8" 4" HOURS PRIOR TO SUCH GOMMENGEMENT." DEFORMED IN ACCORDANCE WITH A5TM-A615,GRADE 60 AND SHALL HAVE A MINIMUM YIELD POINT OF 60,000 G. 501L - INVE5TIGATION5(BORING/TE5T PITS) BG 1"104.'1.4 P51. D. STRUCTURAL SAFETY AND STRUCTURAL STABILITY BG 1104.19 ° 3. NOTICE SHALL BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING PROPERTY OWNER5 IN 4. REINFORCING FOR COLUMN TIES AND BEAM 5TIRRUPS SHALL BE DEFORMED IN ACCORDANCE WITH A5TM-A615, E. CONCRETE TEST CYLINDERS. BG 1905.6 a ACCORDANCE WITH THE NY5 BUILDING CODE: "NO FOUNDATION OF EARTHWORK PERMIT SHALL BE GRADE 40 AND SHALL HAVE A MINIMUM YIELD POINT OF 40,000 P51. F. CONCRETE DE515N MIX BG 1905.3 zz ISSUED UNLE55 AND UNTIL AT LEAST FIVE DAYS PRIOR WRITTEN NOTICE OF THE PERMIT3. THE SPECIAL INSPECTION ENGINEER SHALL DETERMINE WHETHER CONTINUOUS OR PERIODIC INSPECTIONS ARE _ z (3) #5 BAR5 5. WELDED WIRE FABRIC SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF '10,000 PSI. m CONT. (TYP) APPLICATION SHALL HAVE BEEN GIVEN BY THE APPLICANT TO THE OWNERS OF ALL ADJOINING NEEDED AND WHETHER HE OR SHE SHOULD INSPECT THE SITE PER50NALLY OR SEND A FER50N UNDER HIS OR HER LOTS,BUILDIN65 AND SERVICE FACILITIES WHICH MAY BE AFFECTED BY THE PROPOSED 6. MINIMUM REINFORCEMENT PROTECTION,UNLESS OTHERWI5E 5HOWN,SHALL BE 3/4" FOR SLABS AND INTERIOR DIRECT SUPERVISION. FOUNDATION WORK OR EARTHWORK OPERATIONS." FACES OF WALL5, 1-1/2" FOR BEAMS AND 6IRDER5,2" FOR EXTERIOR FACES OF WALLS,3" FOR FOOTIN05 AND 4. THE SPECIAL INSPECTION ENGINEER,SHALL MAINTAIN A LOG IN H15 OR HER OFFICE WHICH INCLUDES THE 1'4" MIN. OTHER STRUCTURAL CONCRETE DEPOSITED AGAINST NO CONCRETE SHALL BE POURED UNTIL THE REQUIRED FOLLOWING INFORMATION: 4. NOTICE SHALL BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING PROPERTY OWNERS IN PRELIMINARY TEST(PER NYCBC) HAVE BEEN MADE AND APPROVED. (i) ADDRESS OF THE PREMISES,JOB NUMBER,GONTRACTOR'5 NAME AND ADDRESS, ACCORDANCE WITH THE NYS BUILDING CODE: "AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE 1. ALL 5TRUGTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH IN ONE OPERATION.CONSTRUCTION 00 DATE AND TIME OF EACH INSPECTION INCLUDING GIVEN TO COMMIS51ONER BEFORE THE COMMENCEMENT OF ANY WORK FOR WHICH A PERMIT HAS JOINTS,SUCH A5 DAYS END POUR JOINTS,SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. MAIN A. NAMES OF PERSONNEL WHO INSPECTED THE SITE,AND BEEN ISSUED. REINFORCING SHALL RUN THROUGH THE JOINT. ROUGHEN AND SCARIFY JOINTS TO EXPOSE AGGREGATE FOR B. ANY SIGNIFICANT OBSERVATIONS OR INSTRUCTIONS GIVEN RELATING TO ANY OF THE FOLLOWING: I CHEMICAL BOND. NET THOROUGHLY AND SLUSH JOINT WITH 1:2 MORTAR, 1/2"THICK,NOT MORE THAN 5 MINUTES 1) DEVIATIONS FROM THE CONTRACT DOCUMENTS. SEDT I OI V EXTERN OR NAL L 5. ALL WORK PERFORMED IN CONNECTION WITH 5HEETING, BRACING,EXCAVATION SHALL ADHERE TO BEFORE FRESH CONCRETE 15 POURED AGAINST SURFACE. 2) ANTICIPATED FIELD CONDITIONS; -2 THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE,REGULATION5 OF THE 3) PROPER EXECUTION OF THE WORK; A-I NEW YORK STATE DEPARTMENT OF LABOR AND OSHA. 8. ALL OPENINGC S IN FOUNDATION WALLS,UNLESS OTHERWISE 5HOWN,SHALL HAVE (2) #6 BARS ADDITIONAL ON ALL 4) GOOD ENGINEERING PRATICE; R E V 15 I O N 5 SIDES AND SHALL EXTEND 2-6" BEYOND EDGES OF OPENINGS. 5) SAFE JOB-51TE CONDITIONS; (b. PRIOR TO COMMENCEMENT OF MA55 EXCAVATION, THE ADJOINING PROPERTIES, AND STREETS 6) PRECAUTIONS TAKEN TO MAINTAIN SAFE CONDITIONS IF WORK 15 STOPPED FOR ANY THE5E PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE SHALL BE: V150ALLY SURVEYED BY THE CONTRACTOR,SUITABLY MARKED WITH PERMANENT 9. THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED, INSTALL ALL BUILT-IN-WORK, REASON. PROPERTY OF THE ARCHITECT.INFRINGEMENT5 WILL BE MONITORING POINTS TO BE MEASURED DURING CONSTRUCTION FOR THE PURPOSES OF SLEEVES,OPENIN55, INSERTS,ETC.AS REQUIRED FOR A CONCRETE JOB. LOCATION OF SLEEVES AND OPENINC75 (iii) THE DATE OF AND PARTICIPANTS IN ANY CONVERSATIONS WITH THE SPECIAL INSPECTION ENGINEER PR05ECUTED. DETERMINING CONSTRUCTION-RELATED EFFECTS. REPORT WITH PHOTOGRAPHS SHALL BE NOT 5HOWN ON PLANS 15 SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER. OCCURRING OFF-SITE AND RELATING TO ANY 515NIFIGANT OBSERVATIONS OR INSTRUCTIONS. PROVIDED TO ARCHITECT IN TRIPLICATE COPIES. A PRECON5TRUCTION DAMAGE CONDITION 10. ALL RE-BAR5 IN SLAB TO BE SUPPORTED BY PLASTIC COATED CHAIRS PER AGI CODE. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND 5. THE SPECIAL INSPECTION ENGINEER SHALL RETAIN A COPY OF THE DOCUMENTS DESCRIBED ABOVE IN HIS OR HER SURVEY OF THE ADJOINING PROPERTIES SHALL BE MADE IN WRITTEN AND PICTORIAL FORM,AND 11. ALL REINFORCING SHALL BE DETAILED,FABRICATED AND PLACED, IN ACCORDANCE WITH AGI DETAILING MANUAL OFFICE AND SHALL PROVIDE A COPY TO THE CONTRACTOR AND/OR OWNER TO BE KEPT AT THE CONSTRUCTION DIM OONNT51 AND 5 BE RE5 O�BLE��LI L FAIT E TWO COPIES SHALL BE FURN15HED TO THE OWNER'5 REPRESENTATIVE. (LATEST EDITION). SITE. AND BE b. THE SPECIAL INSPECTION ENGINEER RESPONSIBLE FOR SPECIAL INSPECTION SHALL REPORT UNSAFE CONDITIONS NE THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 1. ANY WATER INFLOW INTO THE EXCAVATION SHALL BE CONTROLLED BY SLUMPING OR 12. ALL REINFORCING SHALL BE SUPPORTED IN FORMS,SPACED WITH NECESSARY ACCESSORIES AND SHALL BE I I/2" SLAB RECESS ® 0. . NE6l.EGT ON HI5 PART, OTHER SUITABLE METHODS. DISPOSAL OF WATER SHALL BE MADE OUT OF THE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH CR51 "MANUAL OF STANDARD PRACTICE"(LATEST EDITION). TO THE DEPARTMENT OF BUILDINGS AND/OR ANY OTHER AFFECTED PARTIES OR A5ENGIE5 DOORS(SEE PLAN - TYP.) EXCAVATED AREA IN ACCORDANCE WITH LOCAL REGULATION. THE ELEVATION OF THE 13. SLUMP OF CONCRETE SHALL NOT EXCEED 4"UNLESS A HIGH RANGE WATER-REDUCING ADMIXTURE 15 USED. THE 1. UPON REQUEST OF THE DEPARTMENT OF BUILDINGS,THE SPECIAL INSPECTION ENGINEER SHALL MAKE AVAILABLE T.0.5LAB EL. +0'-0"WATER LEVELS BEYOND THE LIMITS OF THE PROJECT SITE SHALL NOT BE LOWERED DOCUMENTS AND THE LOG DESCRIBED ABOVE FOR REVIEW BY THE DEPARTMENT OIBIIEVING5 Unit 2 Go 50 AS TO PREVENT DISTRESS TO ADJOINING STRUCTURES. SLUMP OF WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 4". THE SLUMP OF CONCRETE CONTAINING A HIGH LINE OF ASPHALT RANGE WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 8". PAVING(PITCH AS SHOWN) I g I/4 b. A COMPETENT REPRESENTATIVE OF THE CONTRACTOR SHALL INSPECT THE 5055RADE 14. CONCRETE EXP05ED TO WEATHER SHALL BE AIR-ENTRAINED. AIR CONTENT SHALL BE BETWEEN 4 AND 5 PERCENT. N OF EACH SHIFT, TO ASSURE INTEGRITY, PRIOR TO PERMITTING WOO RKMEN TO WORK bb W x2.g x W2.g W.W.F. OF THE EXCAVATION,ANY AND ALL BRACING AND BLOCKING, THE COMMENCEMENT 15. COARSE AGGREGATE 51ZE SHALL BE NO.51 OR LARGER.CONTRACTOR SHALL SUBMIT MIX DE51GN5 FOR REVIEW - PITC Mini Storage BY THE PROJECT MANAGER WELL IN ADVANCE OF CONCRETE PLACEMENT.CONCRETE MIX DESIGN SHALL INCLUDE WITHIN ANY EXCAVATED AREA. ALL 5TRENGTH DATA NEGE55ARY TO 5HOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS FOR EITHER THE TRIAL ASPHALT PAVING _ _ �, x x x x BATCH OR FIELD EXPERIENCE METHOD. bxb W2.g x W2.g W.W.F (UON) h - 9. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY EXCAVATION RESTRAINT 16. CONCRETE MAT ON GROUND SHALL BE POURED TO THE THIGKNE55 5HOWN ON THE DRAWIN55 ON VAPOR ° 11900 Oregon Road REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. IF A SHEETING OR BRACING BARRIER. b" SLAB ON GRADE T.O. W/LL re g SYSTEM 15 TO BE UTILIZED,THE DETAILS OF A SHOP DRAWINGS AND SUBMITTED FOR 11. VAPOR BARRIER SHALL BE POLYETHYLENE PLASTIC HAVING A MINIMUM THIGKNE55 OF 8 MILS(.008),FREE OF 4,000 P51 STONE CONCRETE 2" RIGID INSUL. CUtchogue , NY REVIEW AND APPROVAL BY THE ARCHITECT BEFORE COMMENCEMENT OF WORK. PINHOLES AND OTHER BLEMISHES AND SHALL BE INSTALLED OVER COMPACTED POROUS FILLING ACCORDANCE WITH x z x x x x x MANUFACTURER'S REQUIREMENTS. ALL JOINTS SHALL BE LAPPED 12" AND TAPED. 10. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE 5055RADE CONDITIONS PRIOR 15. PROVIDE 6" THICK LAYER OF POROUS FILL BENEATH ALL SLABS ON GROUND.COMPACT(IF REQUIRED) FILL TO D ° ° D ° ° ° ° O ( dd #4 BARS ® (2" O.G. TO START OF WORK. THESE DRAWINGS 015COUNT UNDERGROUND WATER CONDITIONS 95% OF MAXIMUM DEN5ITY IN CONFORMANCE TO A57M 01551-66T.MATERIAL SHALL CONSIST OF HARD,DURABLE , i , c EACH WAY / EACH FACE (PER REQUEST OF OWNERS),UPON COMPLETION OF EXCAVATION. PARTICLES,FREE OF ORGANIC MATTER,RUBBLE AND ALL DELETERIOUS SUBSTANCES. MAXIMUM PARTICLE 51ZE +Ji� ' 4 ��®� 6FOUNDATION SHALL BE 2", 10% TO 60% BY WEIGHT RETAINED ON THE #10 SIEVE,LE55 THAN 40% BY WEIGHT PASSING THE �' � �`�� "' '�j � ��' '� � 4 No.60 SIEVE,AND NOT MORE THAN 10% WEIGHT PA551NG THE No.200 SIEVE. �III-1111 -I�I III- FOUNDATION NOTES 19. MAXIMUM OUTSIDE DIAMETER OF PIPE OR CONDUIT PLACED IN SLABS ON GROUND SHALL BE LIMITED TO 1-I I-III-III-I I- I-I I -III- -III-III- - ° > PLAN `P DETA I L5 -III-I 1=III-III-III III III=1 =III-III-� I. ALL FOOTINGS ARE TO REST GN 501L HAVING A MIN.SAFE BEARING CAPACITY OF.2 TONS PER SQUARE FOOT. ONE-THIRD THE THIGKNE55 OF THE SLAB. THE MINIMUM CONCRETE DOVER TOP AND BOTTOM SHALL BE ;_,;, , , -,j,_,;,_, , ,- , ,_, , , 2. 150LATED FOOTINGS SHALL BE LOWERED OR RAISED,AND PIER5 SHALL BE ADDED,REDUCED OR INCREASED IN ONE-THIRD THE THIGKNE55 OF THE SLAB. 0 ® ° (3) #5 BARS Q, HEIGHT,ALL AS APPROVED BTHE ENGINEER,WHERE THE SPECIFIED BEARING CAPACITY IS FOUND AT A LOWER 20. PROVIDE SHOP DRAWING5 SHOWING REINFORCEMENT d INSERTS. 6 MIL POLY V.B. ? CONT. (TYP) OR HIGHER ELEVATION THAN 5HOWN ON THE PLANS. CRUSHED STONE BASE ARL 3. BACKFILLING AGAINST FOUNDATION WALLS SHALL NOT BE DONE UNTIL CONCRETE HAS ATTAINED SUFFICIENT BIII�2O COMPACTED 501E I-4" MIN. 5TRENGTH AND WALLS ARE PROPERLY SHORED OR BRACED. D A T E 4. EDGES OF FOOTIN05 SHALL NOT BE PLACED AT A GREATER THAN ((VERTICAL) TO.2 (HORIZONTAL) SLOPE WITH RESPECT TO ANY ADJACENT FOOTINGS. A5 NOTED 5. THE CONTRACTOR SHALL SAFEGUARD AND PROTECT ALL EXCAVATIONS.6. THE DESIGN OF THE FOUNDATION IS ,t BASED ON 501L INVESTIGATION. 4 TYF'I GAL SLAB DETAIL 5EGT I ON @ROL LUF' DOOM' S G A L E DRAM B J\/E3 � 4 A-I I.. = I'-O.. 3 A-I GHEOKED BY DD 200'-0" „ 1 DAA n ® T4'-O" 4'-O" 4'-0" 4'-0" 40'-04'-O" 4'-O" 4'-0" 4'-O° D i G i ova n n i & (TYP) (TYP)f (TYP) (TYP)t f(TYP) (TYP) (TYP) (TYP) Associates O— O O O O O O O O O O O O O O O O CD O O O —O Architects SMOKE TIGHT 26 preston avenue JOINTS (TYP) sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 3 HOUR RATED— RATED ATED RATED FIRE , O— WALL (TYP) ViEGis �p,VID Q D ooy� Y F CORK O p 15 5 ,U E D 3 HOUR RATED RATED FIRE WALL (TYP) SMOKE TIGHT JOINTS(TYP) o- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OF OF OF 6 OF FIRE WALL FIRE WALL FIRE WALL FIRE WALL SEPARATE ROOF SEPARATE ROOF SEPARATE ROOF �, SEPARATE ROOF SEPARATE ROOF �, SEPARATE ROOF SEPARATE ROOF ], SEPARATE ROOF FRAMING TYP FRAMING TYP FRAMING TYP FRAMING TYP 200'-0" FRAMING TYP FRAMING ffYPF FRAMING TYP FRAMING TYP I I FIRE CAULK CONT (TYP EACH I FIRST FLOOR PLAN METAL ROOFING PANELS 51DE BUILDING 6I/8" = r-O" b"20 GA TRACK W/2" FLANGE b"20 GA METAL 5TU05 @ 16 o/c 6" METAL STUDS a Ib" PAINTED METAL PANELS PAINTED METAL SIDING 0/G W/3 LAYERS OF 5/5" TYPE 2 ROW5 b" 16 GA METAL TRACK OVER METAL STUDS W/ "X" GYP. BD. EACH SIDE EL 12'-0" with 3" FLANGE p' GALV. METAL STUDS 1 5 R-13 BATT. IN5UL.8 &ALV. PROVIDE GALVALUM PANELS I SIDE ONLY(FINISH METAL PANELS a INTERIOR TO TO 10'-0" AFF (TYP) b CORRIDOR SIDE) TO 10'-0" 10'-0" AFF o/20 GA METAL 5TUD5 ® Ib" c PROVIDE BURGLAR BARS ® 5" O.G. TO GLG ABOVE 3 HOUR RATED Oj 0 UL DESIGN #U435 ALTERNATE 1HORIZON and VERT. STAGGER JOINTS TAPE and EXTERIOR WALL GON5TRXTION: ROOF GON5TRXTION: SPACKLE BETWEEN LAYER5 J�NALL TYPES METAL 510IN& OVER 31" x2" Ib go ®24" METAL 5TANDING SEAM ROOFING ON 3" x 3 0/0 with 3 � BATT INSULATION and 3" RAKE AN6LE5 OVER "Z" RRLIN5® FIRE CAULK CONT (TYP EACH A NT5 GALVALUM PANEL INTERIOR TO 10'-0" off 5'-0" O.G. ATTACHED TO 3�"x 2" x 2 go b"20 GA TRACK W/2" FLANGE 51DE FOUNDATION CONSTRUCTION: SLAB Lj Ll 5" FOUNDATION wALL5 with #4 BARS a 12" o/c ew ON I'-4" INTERIOR PARTITION CON5TRUCTION: CONCRETE FOOTINGS WITH (3) #5 B bottom TO 4'-0" MIN. GALALUM PANELS OVER 3" x 3"' ANGLES ®2'4" BELOW GRADE d 6" CONCRETE SLAB W/2.q x 2.q WWM ON 0/C TO 10'-0" off (SEE WALL TYPE5 - TYPE ACOUSTIC TILE CEILING IN b# MIL. VAPOR BARRIER 5U5PEN51ON SYSTEM with R-38 BATT INSULATION(TYP) I FIRE V4A L L DETAIL A� UL DE5161Y uc{.3�j IL2" = I'-O" FULL HT 3 HOUR RATED FULL HT 3 HOUR RATED 6LA55 WALL BEYOND (TYP) WALL BEYOND(TYP) \ VISION PANEL R E V 1 5 1 0 N 5 \ BU6LAR BARS ® 8" O/G (TYP 2 L2 from TO PARTITION PANELS TO THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE CEILING) 4 4 PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE TYPE A TYPE B PR05EWED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN510N5 AND SHALL BE RE5PON51BLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR DOOR TYPES _ TO PLATE EL. +I2'-O" NEGLECT ON HI5 PART. A NTS - cn " Unit 2 Go Hardware/Door Notes: . . MiniStora e � I g Type I - Interior roll up -22 gauge corrugated galvanized steel with slide loch,padlock provisions and two lift handles. Pol o lene wear strip, lb gouge galvanized ide5, 12 gouge support brackets and in tensioner with extruded alpnvmbottom bor and wethersting.(color as selected)) - _ 11900 Oregon Road Type 2 - Provide levered hardware - entry with key only, inside always unlocked. ?� T Cutchogue , NY Type 3 - Insulated exterior roll up -.22 gauge corrugated galvanized steel with slide lock,padlock provisions and two lift MOKE TIGHT handles. Polypropylene wear strip, lb gauge galvanized guides, 12 gauge support brackets and spring tensioner with INT ® FIRE SMOKE TIJOINT ® FIR GH extruded aluminum bottom bar and weatherstripping.(color as selected)) WALL (TYP) WALL (TYP) BU11 L D I N(5 TO Ist FLOOR SLAB DATUM EL. +0'-0" R 5G — — = I _ PLANS DETAILS 1 =II1-111-1EII - - _III_III_III_II III_II I_1 _u1 IIII II _IIGRADE E D L — ISI ISI ISI ISI 1 1 I II—I111-1 I 111III=n1 I I1=1I1II 1 I I � I IIIL D 0 0 R HOWIII 11 _1 —II=1I1=1 6" CONCRETE 2" RIGID INSULATION TAG DOOR 51ZE THK FRAME SADDLE STOP RATING REMARKS —IfII I I—IIIIII—_1I I 1 5111120 TYPE MAT'L DOOR SLAB (4,000 P51) (TYP) I I q'-O" X q"-0" --- B MTL --- -- 3 INSULATED ROLL-UP — — — IIIIII� II III D A T E A=22q'-011 5'-b" x -- I B MTL. --- -- 3 INSULATED ROLL-UP III=111=1111-III=111— L�;ALII/ /' —111=III-111- II L D I I O S E v T I O II� A5 NOTED SCALE OF 4 DRAWN BY h/Q GHEUGED BY .D!DLJJ j II DAA METAL ROOFING (TYP.) D i G i ova n n i & 5 N 5 N 2 Ni Associates I2 p L2 A5 SELECTED E (TMP) 12 I2 Architects L2 V4EATHER 4'-0" X 4'-0" WINDOW IN METAL FRAME (TYP. ALL SIDES) METAL 5TANDING SEAM g b' O" " ROOFING (TYP) O.H. O.H. 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 Iq-110 ERED AP TO PLATE EL. +12-0" METAL LEADERS $ GUTTERS (TYP) ELI L2 ------ TO Ist FLOOR DATUM EL. +0'-0" 15 5 ,L1 E D METAL ROLL UP DOORS WALL PACK LIGHT METAL SIDING (TYP) (TMP) FIXTURES (TYP) SOUTH ELEVATION METAL ROOFING(TYP.) 5 N 5 N 2 N 5 N 12 L2 WEATHER VANE (TYP) 12 �? 4'-0" X 4'-0" WINDOW L2 L2 p 1.2p AS SELECTED 12 IN METAL FRAME L2 METAL STANDING SEAM g" b' 0" (TYP. ALL SIDES) Eli] EE ROOFING(TYP) O.H.1, I O.H. Eli] ------- ------ ----- ------- TO PLATE EL. +12-0" - in n METAL LEADERS 8 GUTTERS(TYP.) TO sFLOOR Ea-J-I L DATUM EL. +0'-0" METAL ROLL UP DOORS WALL PACK LIGHT METAL 5101NO (TYP) (TYP) FIXTURES (TYP) 2 NORTH ELEVATION R E V 15 I O N S THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE METAL ROOFING(TYP) PRO�'�EGUTED. METAL ROOFING(TYP) N 5 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND P N 5 WEATHER VANE (TYP) 12 4'-0" X 4'-0" WINDOW LL 4'-0" X 4'-0" WEATHER VANE (TYP.) s? WINDOW A5 SELECTED l2 DIMENSIONS SHALL BE RESPONSIBLE FOR FIELD FIT A5 SELECTED L2 � IN METAL FRAME IN METAL FRAME AND QUANTITY OF WORK.NO AALLOWKANCE SHALL BE MADE P. ALL SIDES) b Oil (TYP. ALL SIDES) NEGLECT ON HIS PART.ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR O.H. O.H.`r O.H. O.H. LED WALL METAL SIDING (TYP) LED WALL METAL 510ING(TYP) Unit 2 Go PACK LIGHTING � � PACK LIGHTING FIXTURE (TYP) Mlnl Stora e FIXTURE (TYP) 4 - TO PLATE 11900 Oregon Road TO PLATE + _ m + _ Cutchogue , NY ry O 0 13UILDING 6 � TO 151;FLOOR TO I5t FLOORDEL. +0'-0"ATUM \ DATUMELEVATIONS ATION.JG, EL. +0'-0" WNW EAST ELEVATIONDATE 3 4 NEST ELEVATION A100 AS NOTED P`-3 I/8" = 1'-O" A-3 I/8" = I'-O" SCALE 4 OF 4 PRA"45Y JVB CHECKED BY DD DAA ..�0 DiGiovanni & J1 m I N .L S T 0 R A G I Associates Architects BUILDING 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 1 '-L900 Oregon Road Cutchogue, New York Iq-110 ERED q9C P.D/(3 J oP y 0- I z s� a'a tY "� r e LAND NfF or.PANNE M.F,RAGE LAND WF'pP hd/pR9'H P©ITIC REGYGL1Ncr INC. 5 511E D p lOCaO- '3-03- 93 I(C,0t G�83-03-0?V.7 Sf'rE-fCL iV4TEa1 (GOMIlERGtAL 517E1 PROP.b'F5Nae ab°24'50" - ti a°q 5 �"!°01'00" E 33"1.86' ,_ __ ....... _, ........ ..__. — �_ _ - ..-- _ ...�_...._.. — _ —. ...._ _ _ x _. 4"i3Jq' a'GHNH LINK FENaE �l OA7E [' ) ,. Q � � '�:~ �1C15TINB ; aa.a' � � Q � � Ig8.00' 19b.00' I �•, — � ` '\ Siu t_ 'sp ,� X BUILDING I BUILDING 2 ' Ly ,� � �.F���s x�---- PfzOf'USED I STORY PROP05ED 15TORY I ' MINI 5TORAGE MILDIN0, MINI 5TORAC7E BUILDING !r \ G—x � BGG �7p -I,G0 5t GIQS5 5b - tt CI = �.5 OGG Op 5-1,Const Glass 5b ��f el = 5�5 0 R r 91A7E cc>Nc'w"' r... Ii FILED UNDER SEPARATE APPLICATION FILE[?UNDER SEPARATE APPLICATION \ p7 rr� pA710 VERAbE x; / (T' �' GONOFFS EN to { nt IbA I ST""',97 q Oct Ep e,cr%x a 56 m o FILEp UNDE12 5EP,4R+�TE 2 MM J 71 a' 16A 'atl3' x PFLIGATIgN% neap WATER 5ERVIC.E hIALK II` -- ....... 60 001 ?00 00' I P05EC SION ASPHALT DRIVEWAY � D .., . BUILDING 4 Q PRO m_ BUILDING 3 , `--- `-- — PROP05ED 15TORY MINI STORAGE BUI DING R n m`` MINI STORAGE BUILDING �. xzo m �r2 12,000 sf (dry budding) / \ �vW KEY!'AI7 41,600 5f (dr=y bulldina) Occ GP Z4 Const Class 2b FP al = 5'7.5 / 1k t}i' pF,OP.P05T t }ZAIL FtNGE OCG 5-I,comt Vds5 2b Ff a s r.5 Ill. UNDER 5EPARATE APPLICATION ✓ l� yt GATE x x % x TO BE FTED UNDER 5EPARATE APPLICATION ~ ��� L.� //11•� _ ff 4e ,, , a' AREA - . FINt OF 3 HOW RE h1ALL(TYP)cy �� fy1200.00, 1 N tr° BUILDING 5 UNC 6 ! / 1 PROPOSED I STORY PROP.SGR,EEN PLANTING'S _ NII55TORAGE DUILDIN EWIL I / \ INISTORAGE INC / {f, t ,s ,-: d •`q�''/p- 1 fy .,l 1 .I r�_ i *10 Sts '���rg� (� MI G )000 sf (d bVII "�'"„' 1.i, 4 12,000 sf (d y bufldlna "r} o x -, Occ 5 ,Const Glass 2b} FF el - 5T.5 rl�. u, GGt Gp 5-I,Const Glass 2b- al 5 C'P / " =a N 4 °031 O" 233.521 PROS:'-V PENCE` �� � � FILED UNDER SEPARATE APPLICATION t yl� � � �:RET,l^IAIy � ;' �� _`�� � - in PaTATa aamv © m }} w° LAND N/F OP X.F PARMS LLG u1 •4 F4 p� \ �h f 101010-0153-03-0053 to �, �, (COMMERCIAL S/TEJ Z c li WZ — — — — — — � a� ., .._ ..•.._,...,., .. .,__.• _.. PRtOF.b'FENCE ��Q p N 46°03'00" W 560.8q�...•'...._,_.....__-�.,_... .. - EiRAVEL DRIVE X513 l RE- V 1 5 1 0 N 5 5'ITE PL AN THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE 5P- I" : 40' PROPERTY OF THE ARCHITECT.INFRINOEMENT5 WILL BE PRA5EWTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND SHALL BE RE5PON51BLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NWLECT ON HI5 PART. Unit 2 Go Mini Storage GOX5 LANE- •'' N,VLBERRY 5T. - LL --:.:. . -.- 4 -04 %3 11900 Oregon Road F'RO.�EGT LOCATION g Cutchogue , NY TUTHILL 0 ROAD Q w1 ff 0 4� zing � 'Dc0v -RGe �^ KEY MAP 5 T LAY Q L nts I �I LANG- � � �_,_? .t ` • , . ,- SEP 2 3 �O?O V 1120 j> DATE ' . A5 NOTED 5GALE I OF 2 PRAWN BY GHEGKE©SY DD 2aQ'-a° DAA 130 4'-0" 4'-0" 41_011 41_011 4G„ 4,_0„ 41011 41_0 .} (TYF) r fl'F) (TYP)t (TY (TYF) r 1 t}Va l X11c Associates Architects 101_011 101-oll lot-oil _01f Ini-oll lol-oll J& 5MOKE TIGHT 26 preston avenue JOINTS (TYP) sea cliff, ny 11579 (516) 671 - 3624 3 HOUR RATED fax(516) 759-7138 �T VL/ T RATED FIRE T HALL (TYP) HT IQ-110 �5Z ER ED qR ° o A Z N� P N Y� Ml5 ° � ISSUED 3 HOUR RATED RATED FIRE HALL (TYP) s' SMOKE TIGHT JOINTS(TYP) „ OF OFAF OFaF FIRE HALL FIRE WALL EIRE HALL FIRE WALL SEPARATE ROOF SOF ROOF SEPARATE ROOF S SEPARATE ROOF SEPARATE ROOF � SEPARATE ROOF SEPARATE ROOF ,� SEPARATE ROOF FR INC TYP FRAMING(TYP) FRAMING TYP FRAMING TYP 20O'_0 FRAMING TYP FRA INC TY-F FRAMING(TYPHI` FRAMING(TYP) FIRST FLOOR f='Jam.A l `l A-2 BUILDING FIRE ALARM NOTES: I. FIRE" ALARM AND 5MOKE DETECTION 5Y5TEM SHALL COMPLY WITH MANUFACTURERS INSTALLATION 5PECIFIGATION5. STATE AND LOCAL BUILDING CODES N.F.P.A. '72 AND ALL AGENCIES HAVING JURISDICTION. 2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS. OUTLET BOXES, JUNCTION BOXES, CABINETS, ETC. FOR A COMPLETE OPERATIONAL INSTALLATION. 5. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL FIRE ALARM 5Y57EM EOUIPMENT WITH WORK Or- OTHER- FOTHER TRADES PRIOR TO INSTALLATION. 4. ALL MANUAL PULL STATIONS SHALL BE MOUNTED WITH THE HANDLE 48" ABOVE FINISHED FLOOR. 5. ALL VISUAL DEVICES SHALL BE MOUNTED &O" ABOVE FINISHED FLOOR OR 6" BELOW FINISHED GEILINO WHICHEVER IS LOWER. ACOUSTIC TILE CEILING IN 5USPENSION SYSTEM w(th R-38 BATT 6. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS - INSULATION(TYP) AND PIERMIT5 PRIOR TO START OF WORFC AND OBTAIN FULL HT 3 HOUR RATED SIGN-OFF FROM ALL AOENCIEES HAVING JURISDICTION FULL HT 3 HOUR RATED- ,.� HALL BEYOND(TYF) UPON COMPLETION. HALL BEYOND (TYP) ADDRE55ABLE FIXED TEMPERATURE R E V 1 5 1 0 N 5 "t. A FACTORY TRAINED TECHNICIAN SHALL SUPERVISE HEAT DETECTOR (TYP) THE FINAL CONNECTIONS AND SHALL TEST AND 12 ADJUST ALL EOUIPMENT UPON COMPLETION. 4 ID THESE PLANS ARE AN INSTRUMENT OF SERVILE AND ARE THE PROPERTY OF THE ARGHITEGT. INFRINC7EMENTS WILL BE 8. SYSTEM SHALL BE CENTRAL STATION MONITORED 4 PR05EGUTED. VIA CELLULAR RADIO COMMUNICATOR CONTRA(TOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN51M AND SHALT.BE RE51"ON515LE FOR FIELD FIT AND QUANTITY OF AM.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE LONTRACTOR FOR ANY ERROR OR N TO FLATS EL. +12'-Q" EOLELT ON H15 PART. L" (5E:NF,) n FIRE ALARM AND 5MOKE DETECTION 5Y57EM T T��} � Go SHALL BE "FIRELITE" OR APPROVEDEQUAL, U J [, ZONED AND ALARMED SYSTEM. �ini Stora e GF I FT 10 N X012L NO. 0 FIRE AL,gRM CONTROL PANEL E5-20OX - FIRE LITE 0 11.900 Oregon Road LOCATED IN DETACHED OFFICE BLDG (ADDRESSABLE) CUChO Ue NY MOKE TIGHT g FF-1 PULL BOX BG12LX - FIRE: LITE INT 0 FIRE MOKE TIGH .JOINT a FI (ADDRE55ABLEJ WALL (TYP) EEXALL (TYF) la4" FIXED TEMP. HEAT DETECTOR FIRE LITE 550HT TO 1st FLOOR SLAB E3U I LD I NO DATUM EL. +O'-D" (ADDRESSABLE) — FIRE R LARY LAN - = — = =III =r=—= — - -- T-TTI-III-I i - 1=1 , . : . . .. . ... . ..» - 1 I I I_I I I_I I I I i_ITI_I I I_I - _ 1 _ 1-111 111_11_11 I_ - - - - - - - - - -i - - - illlllll - - - - - - _ - I - - - _ - I - II - - 11-1 - - - - _ - - - - FIR- - C I T �� - E II_ - - - - - - T - - - - HORN � S L III TTI_ I� - - - TROBE 24VD T I I I-I I >. I_ _ - - - G � 1 111 11 I_I I I�TI_11I_I I I_I I - - - _ _ I I_I I I_I 11=1J I� _�I_i _ _ _ _ _ (S(STEM SENSGR) I I I_I 1 I 1 11 I - .:• L_�I I I_I I I- - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � = 111- = I I I I I=1 11 I_�1 I I I_1�1_TI-�f�I I�l-1 I 1=III-I I III=I 1=I I= •�. 111 I IMITI=1= Iii I 1111 I=1u-I 11-1 i t -� 6"CONCRETE 2" RIGID INSULATIGN 1=1 ISI I IIS I �T_I-1 III-=III-I I SLAB x4000 FSU (TYP) I I-I I 1T I I Qil I/2d PHOTO ELECTRIC SMOKE DETECTOR FIRE LITE 5D565 II-III= 11=III-TTI-III III-I III- -I I I I I=1 H I 1=1 I I III I I = -III I DATE rADDRE55AE3LJE) B1J I L.S I N C� ��G T I G?N -1 1=I�TI�1-�1 NOTE: ALL STRUP rm2 CTURES ARE NON-HEATED/COOLED (NO HVAC)' I THEREFORE NO CARBON MONOXIDE SOURCE �`""2 BUILDING 6 I/4" i'-p" AS NOTED SCALE Dw,wx Br .IVB CHECKED BY DD 'y REVISION Date Sheet Index __ RAC TE BUILDING S '�( STEMS NCPAGE ` DESCRIPTION 9 A1.0 FLOOR PLAN BUILDINGS #5 & #6 131 .0 FOUNDATION DETAILS & PLAN C1.0 INTERIOR WALL FRAMING DETAILS & ELEV M1 I T I I S ORAGE BU LD NGS 5 6 C2.0 END WALL FRAMING DETAILS & ELEV C3.0 ROOF FRAMING DETAILS & PLAN BUILDING C4.0 TRANSVERSE INTERIOR FIREWALL DETAILS EREC 0 S C4.1 TRANSVERSE INTERIOR FIREWALL ELEV E1.0 SIDE WALL FRAMING DETAILS & ELEV E1.1 SIDE WALL FRAMING ELEV F1 .0 INTERIOR PARTITION PANEL DETAILS & ELEV F1.1 INTERIOR PARTITION PANEL ELEV T1 N ET uode S F2.0 EXTERIOR PANEL & TRIM DETAILS F2.1 EXTERIOR PANEL & TRIM DETAILS `- " CODE 2020 BUILDING CODE OF G1 .0 STANDING SEAM ROOF DETAILS �.cll $ED ����� � NEW YORK STATE � f IG 11.0 WALL INSULATION DETAILS & SECTIONS CONSTRUCTION TYPE TYPE II B J1.0 GUTTER ASSEMBLY DETAILS USE GROUP MODERATE HAZARD STORAGE, S-1 K J i GROUND SNOW LOAD 25 psf SNOW EXPOSURE CATEGORY C SNOW IMPORTANCE FACTOR 0.8 poi= IV �� WIND VELOCITY (V ULT) 119 mph WIND VELOCITY (V ASD) 92 mphE C WIND EXPOSURE CATEGORY C FU r VANS 2 (�'Z1 I How SEISMIC USE GROUP IDD '� v SPECTRAL RESPONSE ACCELERATION (S ) 0.177 BUILDING DEPT. 0 2,03. 4� S TOWN OF SOUi HOLD ' SPECTRAL RESPONSE ACCELERATION (SO 0.050 SPECTRAL RESPONSE ACCELERATION (SDS) 0.189 SPECTRAL RESPONSE ACCELERATION (SDS ) 0.080 ` ) c� SITE CLASS D SEISMIC DESIGN CATEGORY B APPROVED AS NOTED ����a o DATE _B.P.# vi I ° : c FEE: Glossary BY: ls Abbreviations NOTIFY BUILDING DEPARTMEtVT AT 765-18028 AM TO 4 PM FOR THE } 0) ° ° G Anchor Bolts -- Bolts used to anchor eave/base angles or channels, and base plates to a foundation FOLLOWING INSPECTIONS: a E 0 4 ° J Q Terms Terms Colors (Concrete Screws 1. FOUNDATION - TWO REQUIRED z _ a � � or other support. FOR POURED CONCRETE o v, � � BEW Blank Endlwall NTS. Not To Scale ASGY Ash Gray b Angle, Eave/Base -- An angle or channel used at the base or top of a paneled wall section. Channels are 2. ROUGH - FRAMING & PLUMBING =' Q o BSW Blank Sidewall O.C. On Center BWHT Bright White M ° N g Channel Eave/Base usually used when the wall section is insulated. 3. INSULATION m � BLDG. Building OPP. Opposite CDRD Cedar Red 4. FINAL - CONSTRUCTION MUST W = • Base Plate -- A plate attached to the bottom of a column or jamb which rests on a foundation or . . BE COLIPLETE FOR C.O. k m 5 `° 3 CNR Corner PART Partition CLBG Classic Beige 2 Revision Indicator = o Q) � a COL Column PT Partition CRMB Cream Beige other support, usually secured by anchor bolts. ALL REQUIREMENTISTION O THEHALL MEET THE E COD SOF NEW ¢ o b Q CTR. Center PSF Pounds Per Sq. Foot CONB Contl. Brown YORK STATE. NOT RESPONSIBLE FOR 11� � o 0 DIA. Diameter PTD. Painted DTAN Desert Tan Bracing -- Angles or straps used in the plane of the roof and walls to transfer loads, such asQ1 Notation Reference DESIGN OR CONSTRUCTION ERRORS. DBL. Double QTY. Quantity EVGN Evergreen wind, seismic and crane thrusts to the foundation. Ethylene—Propylene—Y pY REQ'D. Required GARN Garnet =' , UI -S Diene—Monomer � U` �� � s2 EW Endwall R.O. Rough Opening IWHT Iced White Detail EXT Exterior S.D. Self Drilling ORAN Sunset Orange Bridging -- Series of bracing used in the roof framing to stiffen purlins. Page Detail Identification/Reference F.O. Finished Opening STR. Starter PLBL Polar Blue F.M. Field Modify TYP. Typical ROYB Royal Blue Clip -- A plate or angle used to fasten two or more members together. GA. Gauge WWF Welded Wire Fabric SGRY Slate Gray Detail Detail Identification GALV. Galvanized GALVM. Galvalume Column -- A main member used in a vertical position on a building to transfer loads from main �. I.D. Inside Diameter roof rafters, or purlins to the foundation. INT Interior tail l DeSection Identification/Reference n e r a �L No) -Les Pae I <e < ..�. � MISC. Miscellaneous Eave -- The line along the sidewall formed by the intersection of the planes of the roof and 9 Structural Fasteners MPH Miles Per Hour wall' Trachte structural bolts are SAE J429—Grade-2 or ASTM A307A unless specifically noted. NOM. NominalPart No. Part Number Identification Footing -- A pad or mat, usually of concrete, located under a column, wall or other structural These are typically Trachte Part No's 760110 & 764200. All bolt holes shall be aligned to member, that is used to distribute the loads from that member into the supporting permit insertion of bolts without undue damage to threads. Bolts shall be placed in all lsh-% g holes and nuts threaded to complete assembly. Compacting joint to snug—fit condition shall �Tsoil 12 progress systematically from most rigid part of joint. Snug—tightened condition is tightness — art 1 , u � e Rise/Run Identification attained with a few impacts of impact wrench or full effort of ironworker using ordinary 10 DIGIT PART NUMBER -- horizontal structural member that is attached to sldewall or endwall columns andF spud wrench to bring connected lies into firm contact. ., Girt A horiz n 4 P g p 5000500000 supports paneling. Specification for Structural Joints Using High Strength Bolts, December 31, 2009 COMPONENT NUMBER COLOR 2—DIGIT CODE Self Drilling Fasteners GAUGE IDENTIFIES MATERIAL COLOR OR GAUGE _ Gutter — A light gauge metal member at an eave, valley or parapet designed to carry water � Use self—drilling screws in the locations, quantities, and methods shown or noted on these STRUCTURAL PARTS USE GAUGE CODE � North Arrow drawings. Self—Drilling Fasteners should be used In accordance with SAE J78 specifications NON—STRUCTURAL PARTS USE COLOR CODE from the roof to downspouts or drains. Z g for Self—Drillin Screws. 4—DIGIT RANDOM NUMBER WARNING: When installing Self—Drilling screws, take care to minimize exposed screwpoint RANGE FROM 0000 TO 9999 Header -- The horizontal framing member located at the top of a framed opening, (doors). hazard, by locating screws next to panel bends and near recessed corners of angles. MOST COMPONENTS WILL FOLLOW A LOGICAL SEQUENCE BASED ON HOW OR WHERE THEY ARE USED ON A BUILDING Concrete Structural Bracing 4-DIGIT COMPONENT CODE Jamb -- The vertical framing members located at the sides of an opening (doors). All Structural bracing is an integral part of the structural system and should be installed where noted or shown on the Floor Plans & Roof Framing Plans all connections should be Q', THIS IDENTIFIES A CLASS OF PARTS _ consistent with all details related to installation of bracing components. Removal or O SUCH AS COLUMNS, HEADERS, BASEPLATES ETC. Purlin -- A horizontal structural member which supports roof covering. _) I J_J I J_J I Earth alteration of bracing without prior authorization is prohibited. Temporary Bracing z P4 > Imaginary Rafter -- The main beam supporting the roof system. Temporary supports s or bracing reqwired to erect the building is the responsibility of the Z Z 9-DIGIT NUMBER Decimal Insulation erector to dgtermine, furnish, install and remove. 0W Point -- Angle fastened to purlins at rake for attachment of endwall or partition panels. rA 33 Rake Angle g p p p Permits �; — P4 0 P-4 5—DIGIT LENGTH It is the responsibility of the Building Owner/ Contractor/ Erector to obtain all appropriate C\2 COMPONENT FINISH LENGTH FIRST 3—DIGITS = INCHES Structural Line -- USUally chalk Imes laid out On the foundation t0 aid in placing columns and •other approvals and necessary permits from City, County, State, or other agencies as required. C z rn O M x LAST 2—DIGITS ARE DECIMAL (FRACTION) structural components of a building floor plan. Accurate placement of these lines is ® �; o h ALWAYS IMAGINE A DECIMAL POINT BEFORE LAST 2—DIGITS critical to erecting a building. DS Down Spout Structural Lines a Z w O 2—DIGIT CODE rn IDENTIFIES MATERIAL COLOR OR GAUGE -- Structural Tines are referenced often throughout our drawing details. These relate to the o � � � U U IDENTIFIES PARTS USE GAUGE CODE Rake Trim A trim designed t0 close the opening between the roof and endwall panels. chalk lines that are to be laid out on the foundation. The lines should always be laid out NON—STRUCTURAL PARTS USE COLOR CODE taking into consideration the inherent imperfections commonly associated with foundations. 2—DIGIT PROFILE CODE _ The edge of a foundation is seldom straight enough to use as a base for dimensioning. It Dote THIS IDENTIFIES A STANDARD PROFILE Ridge - The horizontal line formed by opposing sloping sides of a roof running parallel with is recommended to begin your layout at 10'-1" from the sldewall edge (refer to "Locating 3/3/22 SUCH AS PANELS, TRIMS, STUDS, ETC. the building length. The First Line" in the Trachte Erection Manual). All other lines should be placed accurately Drown by from the first line. JMN 2—DIGIT 2—DIGIT 2—DIGIT 2—DIGIT 2—DIGIT 2—DIGIT GAUGE CODES WALL & TRIM DOOR or TRIM DOOR or TRIM S.S. Roof Special y B Others 12 =12—GAUGE COLOR CODES COLOR CODES COLOR CODES COLOR CODES COLOR CODES 14 =14—GAUGE 60 =Cream Bele 21 =Ash Gra 44 =Conti. Brown 10 =Regal White 28 =Ca " " Scale 9 Y 11 =Roman Blue 33 =Polar White The dest n detailin g y N.T.S. 16 =16—GAUGE 61 =Slate Gray 26 =Matte Black 45 =Garnet 12 =Evergreen 37 =Sand Stone 18 =18—GAUGE 62 =Classic Beige 31 =Patriot Red 46 =Evergreen 13 =Patrician Bronze 38 =VP Charcoal Black p g ,, g, and mategriay for items desi Hated aS B Others are n0 e 63 =Iced White 40 =Sunset Orange 47 =Cedar Red 14 =Surrey Beige 39 =VP Patrician Bronze responsibility, of Trachte Building Systems, Inc. 2—DIGIT 27 =Liglht Stone 41 =Desert Tan 48 =Shale 23 =Regal/Harbor Blue 49 =Natural StonePlan o. COLOR CODES 42 =Polar Blue 63 =Iced White P52167 80 =Galvanized 43 =Royal Blue 64 =Bright White (Door) 24 =Colonial Rad 65 =Yellow Field Cutting and Drilling 82 =Galvalume 32 =Lima Green (Door only) 26 =Matte Black 66 =Sliver Metallic Order No. 82 =Galvalume 67 =Birch Whits Field cutting and drilling of some parts will be required. 246259 & 246260 6—DIGIT PART NUMBERS ARE ALSO USED,. THESE FOLLOW NO SPECIFIC STRUCTURE. NOTICE: Sheet No. THEY ARE COMMONLY USED FOR FASTENERS, SWING DOORS, PEAK BOXES, AND SOME THE SPECIFIC PROJECT INFORMATION PROVIDED To TRACHTS BUILDING SYSTEMS, INC. WAS OTHER PARTS. USED IN TBE DEVELOPMENT OF THS ENGINEERING DRAWINGS, DETAILS, MATERIALS LIST AND Most of Trachte's standard color codes are shown. Special colors are not shown. Permit plans may not PRICING. ANY DISCREPANCIES BETWEEN THIS INFORMATION AND THE ACTUAL JOB CONDITIONS Covershow the correct color of your desired building. The final erection set of drawings may show the WILL AFFECT THE ACCURACY OF THIS WORK. TRACHTE IS NOT RESPONSIBLE FOR ANY correct colors ordered. The colors may not always be shown within the drawing set but the material ADDITIONAL MATERIALS OR ANY LAYOUT PROBLEMS CAUSED BY INACCURATE SITE INFORMATION. listing will always show the correct color for the part listed. PLEASE RECHECK THIS INFORMATION CAREFULLY. By REVISION Dote TDS 2 3 4 5 6 7 8 9 10 11 12 13 14 1��9401 16 B 5994000418 5994000418 DS 5994000418 DS DS p 11.1 0418 DS A DP DP DP DP DQ DP DP DQ DP DP DQ DP DP DQ A 5950000718 A Lo" 5991030116 E1.1 1.0 5992030112 5995436412 5991030116 B o 5995436312 ii p 3 HR. FIREWALL I II II II LO 5991030316 5995436412 i 3 HR. FIREWALL 3 HR. FREWALL 3 HR. FREWALL 5992 0312 5995436312 5991030316 C — u u u u n n n n 101 11 Hill II II A II II 111 1,Q 5------------ ------ ———512 11 10 I I I 5992030512 5991030516 Du u F n u u 5991030516 i I II II II II 20 in 5992030712 I i I I I I I I I 5991030716 E I I I I 5992030712- . 5991030716 u u u u n n n n O A II II I II II IF II II II II LO 5992030912 I i I I L Li Li ii ii 5992030912 5991030916 F = 5991030916 Fl 11 C 9 n n 13 I I 11.0 I1.0 C4.0 I 5991030916 II o in 11.0 5992031112 I I I i I I 5992031112 G I u u 5991031016 O O C1 WA MR A l l B I I CI WB LO 5991030916 F1.1 II ii F1.1 II II MR 5991030916 I I 5992030912 H _ 5992030912 u n n O I NOTE COLUMN 2 1 14 15 NOTE COLUMN II NOTE COLUMN NOTE COLUMN NOTE COLUMN II ORIENTATION F2.1 SOF NEIL,\; 11.0 11.0 ORIENT1Al110N I I ORIENTATION ORIENTATION ORIENTATION I I IN STARTER BAY '�*� .y C?,�`� IN STATER BAY� IN STARTER BAY IN STARTER BAY IN STARTER BAY 5992030712 �'� H0r� Ct , 5991030716 5992030712 1 1 I 5991030716 AI *1 II II II II 1 I How r in 5991030516 5992030512 I I i t I i t 5992030512 5991030516 I " j u of u u r `•, 2.03�4�D Loy 5991030316 5995436412 II 5992mti0312 II �1Es�O �` /l K I I I I 5991030316 u u II 5995436412 Fl n u u n n �O II II A I q I II II II 5995436312 C1.01II 4' II 5991030116 u 1 u 5992030112 1 0 1 II 5995436312 5991030116 u u v •� rn O I 5950000718 o °rte° U O M 5994000418 N o 5994000418 DS DP DP DP DS DP DQ DP DS " DP DQ DP DS DP DQ DP DS DP DQ DP DS 5994000418 F- 21 " " " >- �, o o a� 12'-0" 12'-0" 15'-4" 8 14'-0" 12'-0" 13'-4" $ 14'-0" 12'-0" 13'-4" $ 14'-0" 12'-0" 13'-4" 8 16'-0" 12'-0" 12'-0" o o a STARTER BAY STARTER BAY STARTER BAY STARTER BAY STARTER BAY o °' A J1.0B 4 3 200'-0" 2.0 2.0 J c �, o, c r -o m ° ' � cd o W o, U � � o I- ' 1 /4: 12 PITCH , MINI STORAGE BUILDINGS FLOOR PLAN FOR 11 - 4 EAVE, #5 - S02462591 SP- 4675 � I I 6 - S0246260, SP- 46754 ------�-- STARTER BAY ---- ------ TYPICAL BAY -----L1-------- I I I tructural yj tructural Eucturol ine °amineDOOR SCHEDULEe+ i QTY CODE TYPE SIZE ROUGH OPENING (REF.) MANUF. DESCRIPTION COLOR 2 C1 WB SWING B 3'-0" x 7'-0" 3'-4" x 7'-2" PLYCO DOOR,LEVER/LEVER,ADA THRESHOLD ,CLOS'ER,LG White ' ' " A STARTER BAY 24 DP SECTIONAL 10 —8 x 9 —6 10 —8 x 9 —6 BY OTHERS SECT. DOOR TBD 8 DQ SECTIONAL 11'-0"x 9'-6" 11'-0"x 9'-6" BY OTHERS SECT. DOOR TBD -W-� ROLL -UP DOORS MEET ASTM E330 DO NOT ORDER DOORS BY OTHERS PRIOR TO RECEIVING THE ERECTION SET. RO AND DOOR SIZES MAY VARY DUE TO ENGINEERING ISSUES. SIDE WALL ELEVA TION w P4 z X A El [711z z m z cv0x a F Ho 0 END WALL ELEVA TION END WALL ELEVA TION a z 01 � o � a Date 3/3/22 Drawn by JMN Scale 1/8" = 1'-0" Plan No. P52167 Order No. SIDE WALL ELEVA TION 246259 & 246260 Sheet No. Al * 0 B REVISION "y .7, 2 3 4 1. 5 6 7 8 9 10 11 12 13 14 15 16 Z11,,�j ^u I p LO 1. o C LO Loll 2 0 -I LO 1 . 0 .4- 00 a "I I — — "4 C14 - LO 'n I I — — — 'n 20� A jl A1A LO 0 L01 U-) 992.03.03. q _ 1. 0 1 LL_ LO, ss LO (K)_ Lo 0) Q) LO Q) 12'-0" 11—Off 16'-0" 14'-0* 14'-0" 14 12'-0" 12'-0" 14'-0" 14'-0" 12'-0" 14'-0" 16'—Om 12'-0" 12'—l" CIO 1 . Z 6. S_ 200'-2" co _j , , C, 'Ib z 0 Q) A FOUNDATION PLAN for MINI STORAGE BUILDINGS #5 & #6 (b fy- I.- GENERAL FOUNDATION NOTES FOUNDATION CONCRETE SCREW #4 REINFORCING BAR #4 REINFORCING BAR FOUNDATION SPECIFICATIONS LEGEND CONTINUOUS WELDED WIRE CONCRETE SCREW) CONTINUOUS WELDED WIRE 9; 1. FLOOR SLAB SHALL BE (SEE LEGEND) THICK WITH 6 9j. FABRIC VAPOR BARRIER X 6 - W1.4 X W1.4 WELDED WIRE FABRIC. FABRIC VAPOR BARRIER PAVING OR 54" 4 SLAB THICKNESS 2. CONCRETE SHALL BE OF A MIXTURE AND DENSITY TO SLAB THICKNESS FINISHED GRADE CLEAR (SEE LEGEND) 51' (SEE LEGEND) YIELD A 2.500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. CLEAR 7" n, 4" FILL 4" FILL NOTE: STRUCTURAL DESIGN IS BASED ON 2,500 PSI. 't' -�7rl_t7� HOWEVER, 3,000 PSI IS PREFERRED. r 7-71 n K....-e r I FREE DRAINING 19-4" n —4" INORGANIC V 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRANULAR FIU_ GRADE 60 FOR #4 AND LARGER BARS, AND GRADE 40 FOR #3 BARS AND ALL DOWELS AND TIES. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. LAP ALL WELDED WIRE VAPOR BARRIER REINFORCING A MINIMUM OF 28- AT SPLICES AND AROUND REINFORCING #4 REINFO CORNERS. EARTH #4 REINFORCING FABRIC BAR, 16- LENGTH r I i BAR, 16" LENGTH SLAB THICKNESS 0 16 O.C. — — — — — — — — — — — — — — — — — — 0 16" O.C. 4. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM FROST (SEE LEGEND) A-185, AND SHALL BE LAPPED 8 INCHES MINIMUM AT DEPTH WALL FROST WALL ALL SIDE AND END LAPS. NOTE: WELDED WIRE FABRIC IS 4" FILL (SEE SPECS) WIDTH DEPTH WIDTH USED IN THE STRUCTURAL DESIGN OF THE FLOOR SLAB. THEREFORE, FIBER REINFORCING CANNOT BE USED AS AN (SEE SPECS) (SEE SPECS) (SEE SPECS) ALTERNATE. FOUNDATION -1 I I M1 I n n 5. VAPOR BARRIER SHALL BE A MINIMUM OF 6 MIL LEGEND POLYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 6 1E1 I 1E M I— INCHES. BLDGS #5 & #6 1 1_1 I k=d I 1_1 I- 6. STRUCTURAL ANCHORS SHALL BE CONCRETE SCREWS TO BE PROVIDED BY TRACHTE BUILDING SYSTEMS. SLAB THICKNESS FOOTING FOOTING Ll HEIGHT u HEIGHT IN INSTRUCTIONS ARE SPECIFIED IN NOTE 01 _1 ON THE ERECTION DETAIL PAGES. I (SEE SPECS) (SEE SPECS) SLAB , 6 7. NON-STRUCTURAL ANCHORS SHALL BE EITHER POWDER ACTUATED ANCHORS OR TAPCON SCREW 3' INTERIOR SECTION V 3 ANCHORS. THESE ANCHORS ARE NOT SUPPLIED BY CONCRETE SCREW CLEAR I-1 I Ell CLEAR TRACHTE BUILDING SYSTEMS. INSTRUCTIONS FOR LOCATING (INTERIOR) — -=�- #4 REINFORCING BAR I-L-':j 1-1-!--' —I , - NON—STRUCTURAL ANCHORS ARE SPECIFIED IN NOTE 02 IE�i I =I 1 #4 REINFORCING BAR ON THE ERECTION DETAIL PAGS. NON—STRUCTURAL CONTINUOUS CONTINUOUS ANCHORS SHALL BE INSTALLEDEPER MANUFACTURERS 3/8 x 2 1 /2 E-4 SPECIFICATIONS. CL FOOTING FOOTING 8. FREE DRAINING GRANULAR FILL SHALL BE A NON CONCRETE SCREW WIDTH 0 43 FROST SUSCEPTIBLE FILL MATERIAL CONSISTING OF WIDTH COURSE SAND, CRUSHED ROCK, OR AN APPROVED 3/8( x 2 1 /2EXTERIOR) " o (SEE SPECS) (SEE SPECS) E-4 EQUIVALENT. co Z V. FROST WALL DETAIL, z >-q 0 1 FROST WALL DETAIL, NOTCHED I A z z 0 . FROST WALL NO NOTCH m 0 0 r4 z 0 0 Pq �D 0 FOUNDATION DESIGN NOTES; P-4 E-1 1. FOUNDATION PLAN SHOWN IS DESIGNED FOR A S P CON CRETE SCREW01 0 0 -:4 PRESUMED 1,500 PSF ALLOWABLE BEARING PRESSURE. r 2. PLEASE NOTIFY ENGINEER OF ANY UNUSUAL FROST DEPTH E- E- 0 C:) _5 z (FOUNDATION EDGO---__., E CONDITIONS. 51 z 0 3 GENERAL FOUNDATION NOTE;• C) 1. NOTCH SHALL BE LEVEL WITH NO PITCH. rid 2. FOUNDATION MUST BE SQUARE AND LEVEL. FOOTING HEIGHT 3. PROVIDE CONTROL JOINTS AT 15'-0n ON CENTER 2 ine MAXIMUM SPACING. ALL CONTROL JOINTS SHOULD BE DIMENSION VARIES D Date LOCATED AT LEAST I FOOT OFF OF THE TRACHTE 8 rid REF. 3/3/22 BUILDING SYSTEMS COLUMN GRID SHOWN ON THE 2j"MIN. ine lrid FOUNDATION PLAN. Drawn by DIMENSION VARIES INTERIOR COLUMN WALL WIDTH — -Yine JMN COTE 1 8)) 5"MIN. (BASEPLATE Scale TRACHTE BUILDING SYSTEMS, INC. IS ONLY DIMENSION VARIES 1/811 = 19-011 RESPONSIBLE FOR THE DESIGN OF THE FOUNDATION (CONCRETE SCR (CONCRETE SCREW (CONCRETE SCREW 2" REF. TO ACCEPT OUR BUILDINGS. THE DESIGN IS BASED FOOTING WIDTH 2j'MIN. DIMENSION Plan No. ON THE PARAMETERS SPECIFIED IN THE NOTES, VARIES r P52167 AND THE LOADS IMPOSED BY OUR BUILDING 4 2J-MIN. SEE FLOOR PLAN TO LOCATE CONCRETE SCREW ANCHOR TO BE ERECTOR SYSTEM. IT IS THE OWNERS RESPONSIBILITY TO FOUNDATION EDGE INSTALLED IN LIEU OF CAST—IN—PLACE ANCHOR Order No. NOTIFY TRACHTE'S ENGINEERING DEPARTMENT OF CFOUNDATION EDGE & ORIENTATE BASEPLATE & ANY UNUSUAL SITE CONDITIONS OR OF ANY D SCREWS. MINIMUM EMBEDMENT DEPTH 246259 & 246260 MATERIALS NOT SUPPLIED BY TRACHTE, THAT WILL INTERIOR COLUMNS 9) Sheet No. IMPOSE LOADS ON THE FOUNDATION SYSTEM. -j (CONCRETE SCREW LENGTH) + ACTUAL CONSTRUCTION OF THE FOUNDATION, INCLUDING LABOR AND MATERIALS FOR PLACING OF REINFORCING STEEL AND CONCRETE IS BY OTHERS A CONCRETE SCREW LOCATION , B CONCRETE SCREW LOCATION , C CONCRETE SCREW LOCATION , CONCRETE SCREW, AND THEREFORE, NOT THE RESPONSIBILITY OF B190 TRACHTE BUILDING SYSTEMS. CORNER EXTERIOR INTERIOR BASEPLATE SECTION , FOUNDATION EDGE p1 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS <34> PURLIN ORIENTATION 100> 7". 9". 11" A 12" PURLINS: ey STEP 1. THE PURLINS ARE ORIENTATED AS SHOWN. THE WEBS OF THE PURLIN AND 7" (AS SHOWN) and 9" PURLINS HAVE TWO—BOLT CONNECTIONS ON EACH END. REU/SION Dote PART # INDEX USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE INTERIOR COLUMN WILL FALL ON THE STRUCTURAL LINE. THE OPEN CAVITY 11" AND 12" PURLINS REQUIRE THREE—BOLT CONNECTIONS ON EACH END. PART# DESCRIPTION REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE OF THE PURLIN AND INTERIOR COLUMN SHOULD FACE THE EAVE OF THE $$ COLUMN BASE PLATE ORIENTATION REQUIREMENTS OF ANSI STANDARD B212.15. BUILDING ALL CORRIDOR LOCATIONS REQUIRE THE BASE PLATES TO BE ORIENTED AS 5050020012 12 o. Interior base plate STEP 2. 0� POWDER ACTUATED ANCHORS (BY OTHERS SHOWN IN DETAIL. NO PART OF THE BASE PLATE SHOULD PROTRUDE INTO 5050020112 12 a. DBL. jamb base late REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR 52 BASE PLATE REFERENCE HOLES POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED THE CORRIDOR AREA. SEE CORRIDOR FLOOR PLAN FOR PROPER CORRIDOR VACUUM. HOLES ATTHE CENTER OF THE BASE PLATES ARE USED AS A AID TO ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS LOCATIONS AND COLUMN ORIENTATION. 5050022218 18 a. D13L. iamb clipSTEP 3. ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED 5050047212 12 a. purlin clip SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES). ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED di: CONCRETE SCREW " MAXIMUM TORQUE, Tt� 59 WINDLOCK DOORS mAx OR Tlmm rmx RESPECTIVELY FOR THE SELECTED ANCHOR ANCHORING AS SPECIFIED, 5950000718 18 a. PT. su ort jamb 11 —4 DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE 5970000463 18 a. DBL. jamb 11'-4" IWHT IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. ONLY WINDLOCK DOORS REQUIRE THE WINDLOCK DOOR BRACKET 5987001118 18 a. P F. rake angle, 21' long STEP 4. #5050024016. DOUBLE DOOR JAMBS SHOULD BE ASSEMBLED WITH THE DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO WINDLOCK CLIPS IN PLACE BEFORE THE JAMB ASSEMBLIES ARE INSTALLED. 5992030512 12 a. interior column 3.63" x 2" 15' EV CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT STARTER JAMBS AND CORNER JAMBS DO NOT REQUIRE A CLIP, 5992030712 12 a. interior column 3.63" x 2" 20' EV SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. 5992030912 12 a. interior column 3.63" x 2" 25' EV 5992031112 12 a. interior column 3.63" x 2" 30' EV 5995436312 12 a. interior column 3.63" x 2" 5' EV 5995436412 112ga. interior column 3.63" x 2" 10' EV 3 2 27 8 1 27 28 3 5050047212 / \� 5050047212 \ 1 / � 5050047212 / 5050047212 1 i l DOOR-- SIDEWALL DOOR SIDEWALL b�2.03. 4 cf� { C}95 '`� ; CORRIDOR >� LOCATION �S10--'`� I 5995436312 5992031112 5992030912 5992030712 5992030512 5995436412 5995436312 EL3 5995436412 5992030512 5992030712 5992030912 u C o� O � � 5500224 595 r , r 5950000718 505002221 00007Ltotl 597000046 6 c .� 2 3 Q 4 26 @\�, Z - C)— C1.0 C1.0 2 4 0 ° Q V) 5050020112 / 5050020012 1 � C1.0 C1.0 � o > °ioN � � 1 O1 5050020012 / � 50500201 � m •� � cr � �, o Ld Lo 0\ 0 i . ,. ., ,. 5"-0" 5-0" 5'-O" 5'-0" 5'_p" 5'_0" 0 5 -0 5'-0" 5 -0 5 -0 5 -0 59-0" Q v, bFroa a •� �` � � 0 0 60'-0" A INTERIOR WALL FRAMING ELEVATION, 1/4" PITCH PARTITION PANEL NOT SHOWN, SEE PARTITION DETAILS PURLIN NOTE: SEE ROOF FRAMING PAGE FOR NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. • f,. CORRECT PURLIN ORIENTATION. NOTE: POWDER ACTUATED NOTE: FASTEN RAKE NOTE: POWDER ACTUATED FASTENERS (OPTIONAL ZAMAC ANGLE TO JAMB SUPPORT FASTENERS (OPTIONAL ZAMAC tructural HAMMER SCREW ANCHOR tructural ine � NOTE:: FASTEN RAKE ANGLE TO COLUMN. ) WITH (2) 760600 SUPPLIED HAMMER SCREW BY OTHERS, �truetaraltruatural AND PURLIN WITH 2 760600 EA. LEG SUPPLIED BY OTHERS, ARE ine FIELD CUT L ( ) REQUIRED AT ALL BASE PLATES ct�to\ m o JAMB CLIP REQUIRED AT ALL BASE PLATES up % RAKE WITH SINGLE CONCRETE SCREWS. , AS NEEDED ne ANGLE INSTALL RAKE ANGLE t`•��e ° WITH SINGLE WEDGE BOLTS. 7" UNDER PURLINS COLUMN RAKE 5050047212 ° AFTER VAPOR BARRIER ANGLE HAS BEEN INSTALLED. 760110 INSTALL 7" UNDER COLUMN 760110 ° 760300 BASE PLATE PURLINS AFTER VAPOR ° ° INTERIOR 2 PLCS BARRIER HAS BEEN JAMB SUPPORT, SW 760300 760110 COLUMN INSTALLED. FIELD CUT 760300 tructural ° Q p AS NEEDED BASE PLATE 2 PLCS 0 \ BASE PLATE \ ine JAMB NOTE: (3) BOLTS IF � PURLIN / ° ine tura) PURLIN HAS (3) HOLES ° 00 A 100 tructural COLUMN ° ine 760110 CONCRETE SCREW O1 o A � � ,, SUPPORT, SW 760300 2 PLCS10 1 � >- I CONCRETE SCREW J WEDGE BOLT r:- U' tructural � tructural 760110 ine 2 01 A 760110 tructural ine JAMB CLIP 760300 ine 760300 BASE PLATE ine tural tructural tructural 4 PLCS ine ine tructural INTERIORv COLUMN, PURLIN, INTERIOR COLUMN/BASE PLATE JAMB/SUPPORT/RAKE ANGLE JAMB/SUPPORT/BASE PLATE INTERIOR COLUMN/BASE PLATE INTERIOR COLUMN PURLIN CLIP z RAKE ANGLE CONNECTION 2 CONNECTION 3 CONNECTION 4 CONNECTION 1 (26 CONNECTION 27 O z CONNECTION DETAIL E tineructural Z 1-1 O ��77(y !'�-1. PURLIN O tne ructural 100 O V w � P4C`3 p; z O 0 O NOTE: (3) BOLTS IF f-I a PURLIN HAS (3) HOLES Z 0 760110 °� Z U z Z 760300 o i Date < to 3/3/22 Drawn by <� JMN Scale Plan No. 1/2 of = 1'_o„ P52167 Order No. 246259 & 246260 28 INTERIOR COLUMN/PURLIN Sheet No. CONNECTION DETAIL C 1 • 0 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS100 7". 9". 11" ac 12" PURLINS: REVISION By STEP 1. 7" (AS SHOWN) and 9" PURLINS HAVE TWO—BOLT CONNECTIONS ON EACH END. OS FIELD CUTTING Dote PART # INDEX USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE 11" AND 12" PURLINS REQUIRE THREE—BOLT CONNECTIONS ON EACH END. PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT PART# DESCRIPTION REQUIREMENTS OF ANSI STANDARD 8212.15. 19 PARTITION SUPPORT AT BLANK WALL GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED STEP 2. BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS 102702 sill late sealer, 3.5" x 25'-0" roll REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND 5050020412 12 a. STR. jamb base plate VACUUM. REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY OF BLANK DIRECTION. GOOD QUALITY & ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK STEP 3. SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE NEEDED AND PROVIDE FOR A GOOD APPEARANCE. 5050022316 16 a. STR. iamb clip SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A 5050022718 18 a. cap filler clip, in MAXIMUM TORQUE, TiNSTMAx OR TImPAcr.►ux RESPECTIVELY FOR THE SELECTED ANCHOR ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE 5911000214 14 a. EXT. wall base track 3.88" x 5' Ion DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. PLAN FOR PARTITION CHANNEL PART NUMBERS. 5974000763 18 a. STR. iamb RH 11'-4" IWHT STEP 4. 5974000863 18 a. STIR. jamb LH 11'-4" IWHT DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO 21 PARTITION SUPPORT AT BLANK ENDWALL CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT PARTITION SUPPORT ARE ONLY REQUIRED AT AN INTERIOR PARTITION WALL. 5985000218 18 a. EXT. girt, 4'-11 1/4" Iong SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. SEE FLOOR PLAN FOR LOCATION AND QUANTITY. LINE UP THE BOTTOM 5987001118 18 a. PT. rake angle, 21' long BOLT HOLE WITH THE BOTTOM ENDWALL GIRT AND FIELD CUT SUPPORT JUST BELOW PURLIN. YOU WILL NEED TO FIELD NOTCH SUPPORT TO ALLOW 5991030116 16 a. EW column 3.63" x 1.5" 5'-0 EV FOR THE TOP TEC—SCREW CONNECTION. 02 5991030316 16 a. EW column 3.63" x 1.5" POWDER ACTUATED ANCHORS (BY OTHERS% 10'-0 EV POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED 5991030516 16 a. EW column 3.63" x 1.5" 15'-0 EV ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS 5991030716 16 a. EW column 3.63" x 1.5" 20'—O'/EV ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & CONCRETE SCREW 5991030916 16 a. EW column 3.63" x 1.5" 25'-0 EV ANCHORING AS SPECIFIED, 5991031116 16 a. EW column 3.63" x 1.5" 30'-0 EV 5994000418 18 a. BSW column 3.63" x 1.5" 11-4EV 5996000016 116qa. R.O. COL. 3.63 x 10'-0" Ion 4 1 4 C2.0 5987001118 B 2• -- C2. i Ijil \ —y------- ----------------------------------------- --------------------------------------- ---- 5050020412 5987001118 5985000218 '� IN Etc:Yy' � 5974000763 5050022316 5991031116 '�,�` �� r A 7 5050020412 , 2' 5050022316 S ! q4 How rku 5050022718 L.03. 4` o 597400086362-47-1 - f� l 10 5994000418 � rill 5991030116 I C _ 5994000418 � DOO K NAL RUC DOOR SIDEWALL S & LOATIONS SIDEWALL �o -r�\MSED ON DOOR . =' OR WINDOW SPECIFICATIONS I I 2 5 w 5 5991030116 5991030316 5991030516 5991030716 N 5991030916 5991030716 5991030516 5991030316 I 2• I-_ -c 6 ai \ �c •- 2. I I I _ C2. cn ; .cmc E \ 5985000218 ►� I I �' ° ° Q) CL QLI i 11 Z a s a; v, o 0 0 5996000016 �\ �� t p — _j 6c m ° ° I 2.0 2 5911000214 8 _ 2. 2, w 6 ° E I o c ° a) Q Lr) I ( Of cz 10" 31_41, 10., 5'-0" 5'-0" 5'-0" 5'-0" l�— -- 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 60'-0" A NOTCHED BLANK ENDWALL ELEVATION, 1/4" PITCH (INTERIOR VIEW) NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. NOTE: LEFT SIDE SHOWN, RIGHT SIDE MIRROR THIS DETAIL. NOTE: LEFT SIDE SHOWN, RIGHT SIDE MIRROR THIS DETAIL. Lructural SIDEWALL 760600 21 SUPPORT, BEW I ine EW � SIDEWALL tructural 00 � �' � �' tructural VIEW \\ oo ine ine STARTER JAMB ENDWALL 21 SUPPORT, BEW PURLIN RAKE o� \ SILL PLATE SEALER 760110 tructural NOTE: SEE ROOF ANGLE FRAMING PAGE FOR i 1 GIRT \y 760300 ine o CHANNEL COLUMN CORRECT PURLIN AT APPROX s o EAVESPAN ORIENTATION. ` 0000' 2CENTERS 760110 / 0 9 760300 COLUMNS COLUMNS NOTE: BEND TAB—�� o o 760300 as ' ° �� 760110 AROUND CORNER AFTER � m 760110 INSTALLATION ���' 760300 e NOTE: THIS DETAIL SHOWS ; THE HOLES TO USE WHEN 760300 e JAMB CLIP COLUMNS ARE ON A 760110 760600 �� 0 JAMB CLIP NOTCHED FOUNDATION. 0 GIRT 760600 760110 02 TRACK 760300 �, ® WRENCH HOLES COLUMN 760110 760300 ENDWALL STARTER JAMB RAKE GIRT RE NOTE: ONLY ONE BOLT VIEW ANGAK LID ANGLE \\ REQUIRED AT EACH GIRT FIELD CUT ENDWALL LOCATION TO BOLT COLUMN COLUMNS TOGETHER. 21 SUPPORT, BEW � VIEW CONCRETE SCREW O1 z �' ti ENDWALL ENDWALL tructural W '—'ructural VIEW VIEW truectural VIEWALL ine RAKE ANGLE ENDWALL COLUMN, PURLIN, ne COLUMNS TO TRACK STARTER JAMB TOP CONNECTION GIRT TO STARTER JAMB o RAKE ANGLE CONNECTION 2 COLUMNS TO GIRT CONNECTION 3 CONNECTION 4 AT CORNER 5 CONNECTION EW PURLIN NOTE:UNDATION WITHOA NOTCH, AS SHOWN. o z z z Ix NOTE: LEFT SIDE SHOWN, RIGHT SIDE MIRROR THIS DETAIL. CRAKE AN LE)/ 760100 , z Z SIDEWALL tructural760300 O 0 W w VIEW I ine COLUMNS pZ 0 � GIRT � STARTER JAMB e z O O � E-' O U EW COLUMNS 760600 760100 2 O E- q COLUMN 760300 f"I a �:) U W GIRT FIELD LOCATE R.O. COLUMN \ DOOR—JAMB Date JAMB CLIP HEADER GIRT 3/3/22 (NO NOTCH) 760110 a 3 o e BASE PLATE .� ® 0 Drawn by 0-1 a 505002271 S COLUMN JMN 760300 760110 760300 EW COLUMNS TRACK Scale CONCRETE SCREW ' 02 TRACK TRACK \ 01 02 'r CREW P52167 J J FIELD CUT 01 CONCRETE S \\ BASE TRACK Plan No. ,� 760600 SILL PLATE SEALER ENDWALL torae Na.rU ,r VIEW she tU�Q1 R.O. COLUM SILL PLAT � 246259 & 246260 E SEALER Sheet 6 TRACK TO STARTER JAMB WITH 7 GIRT CONNECTION 8 ROUGH OPENING COLUMN © BLANK ENDWALL SECTION NOTCHED ENDWALL TRACK CONNECTION BLANK ENDWALL 0 03 STRAP CROSS BRACING 34 PURLIN ORIENTATION REV/BION ay O Date FASTEN STRAP WITH (4) #12 X %" SELF DRILLING SCREWS, P/N 760600, AT EACH END. THE PURLINS ARE ORIENTATED AS SHOWN. THE WEBS OF THE PURLIN AND NOTE THE STRAPS MUST BE INSTALLED AFTER WALLS OR ROOF SECTIONS ARE SQUARED do INTERIOR COLUMN WILL FALL ON THE STRUCTURAL LINE. THE OPEN CAVITY FART # INDEX PLUMBED. ALL STRAPS ARE TO BE INSTALLED SO THEY ARE STRAIGHT do TIGHT (UNDER OF THE PURLIN AND INTERIOR COLUMN SHOULD FACE THE EAVE OF THE TENSION). REFER TO ROOF PLAN OR FLOOR PLAN FOR EXACT LOCATION AND PLACEMENT PART# DESCRIPTION OF ALL BRACING. 478024000 16 a. strapbracing20'-0" Ion 07 EAVE SPAN CHANNEL 4� HAT CHANNEL RAFTER DETAILS THE HAT CHANNEL AND RAFTER SYSTEM IS A STANDARD IN ANY ODD 5050022016 16 a. bridging urlin clip WHEN INSTALLING THE EAVE SPAN CHANNELS START WITH A 5' CHANNEL FOLLOWED WIDTH 1/4:12 BUILDING WHERE THE CORRIDOR RUNS DOWN THE CENTER 5900037116 16 a. SW span channel 5'-0" Ion WITH 10' AND END WITH A 5' EAVE SPAN CHANNEL. CHANNELS WILL OVERLAP AT EACH OF THE BUILDING. SEE THE ENDWALL AND INTERIOR WALL PAGES RELATED END. SPAN CHANNELS SHOULD START AND END AT THE MIDPOINT OF A BAY WHENEVER TO THIS BUILDING FOR THE CONNECTION DETAILS. 5900037216 16 a. SW span channel 10'-0" long POSSIBLE. SEE ROOF FRAMING PLAN TO DETERMINE WHICH P/N'S TO START & END 5979000118 18 a. purlin brid in 4'-9 1/4" long WITH. INSTALL BOLTS TO SPAN CHANNELS THROUGH TOP TRACKS OR HEADERS O 2'-0" 5987001118 18 a. PT. rake angle, 21' long OC. FIELD CUT EXCESS AT END OF RUN. 6060000516 16 a. typical purlin, 9" x 3" x 12'-0" 6060003412 12 a. typi-,al purlin, 9" x 3" x 14'-0" 6060020614 14 a. typical purlin, 9" x 3" x 16'-0" 6060032512 12 a. typical purlin, 9" x 3" x 13'-4" 6060048014 14 a. typi-,al purlin, 9" x 3" x 15'-4" 6061000516 16 a. starter purlin, 9" x 3" x 11'-8" 6061000516 16 a. starter purlin, 9" x 3" x 12'-0" 6061032512 112 a. starter purlin, 9" x 3" x 13'-4" 6061048014 114 a. starter purlin, 9" x 3" x 15'-4" 6062000512 112qa. endwall purlin, 9" x 3" x 12'-0" 1 2 WJ 3 4 5 6 7 8 9 10 11 12 13 14 15 16 5900037116 07 Co 5900037216 5900037216 07 5900037116 f OF NE � ff '��' L Ji An n n n n n II I II II I I II I II II I I II II I I II II I I „uti �2 03 r`" 6060003412 II I I II 6060020614 � i �' P � � B " J L u u J L u u J L u u J L Ll n n n I I I I I I n n n ' 095 IZ71 . . 60 0000516 6060000516 11 6062 48014 II II 6060003412 6060000516 6062032512 11 6060000516 6062032512 11 6060000516 6062032512 II II II II 6060000516 6060000516 II II I I I I I I I l II II II ., II II 11I I I I I 1 I II II II ` x c 5987001118 �� �� I i I I I I I I I I I i I i �� �� 5987001118 6060003412 jj 6060003412 jj 11 606 20614 11 60620005 i 6062000512 6061000516 1 60601748014 1 I 6060003412 6061000516 6060032512 11 6061000516 6060032512 II 6061000516 6060032512 l II II 6061000516 �� I I I I I I I 1 ILi Li n n n yt it iY it n n n `l U rn t W - 1 un un a)W nI In °)F I 6061000516 11 06003412 00325160600034126061000516 6 000512 \o Uo° 6060 48014 I 00coV) .•o`� Q L Hu i 0 Q Q) Q) C b p c i n n n I I I I I I n n n , Z o_ (? J Q b s I I I I II I I I I I I II I I I I ` o d p O •� ,'; �° N� � o G I { Ll Ll m ,� n n n n n n Ito 5987001118 `� II II 11 I I I I I I II II II ` 5987001118 LL.I c 'Q I c 6061000516 I I I1I I1 0032512ll 606100051066Il 6060003412 6061000516 60Il I606 20614 I1I 6061000516 \ 6062000512 _ o0001 1 6061000516 60660600042 6 m -n_ Lo I ILli Q v 0 Q H n n II II II n n n II II II / U o <ro I I I I I I 8 n F— Ll Ll �` II II II II Il II � � II II II II II II �i I 6060061000516 6060032512I I 6060003412 6061000516 6060032512 II I 6060061000516 6060032512I I II 606 II 20614 1I1I 6061000516 6062000�560620005 6061000516 11 6060 I ii i n i i n i i n i i i a � aI aI aI li Ii li \F1 5987001118 ` II 11 II 11 I I I I i 1 ` 5987001118 60 b000516 6060000516 I1 6062 48014 li II 6060003412 6060000516 6062032512 ll 6060003412 6060000516 6062032512 11 6060003412 6060000516 6062032512 11 11 606 20614 11 6060000516 60 000516 II 11 11 I I I I I I F1n L " I1 11 II II ` 478024000 40I I , I I I I I c I 7802400 I II c , s II I II II II II I II II I II / 11 ti C3. II I I II II I II II I I II II I I II ,� II I I I II 11 II I II I II I I C3. • M �- u I I u u I I u u I I u U I I U \ 5900037116 0 5900037216 8" 8" 8" 8" 5900037216 0 5900037116 12'-0" 12'-0" 15'-4" 14'-0" 12'-0" 13'-4" 14'-0" 12'-0" 13'-4" 14'-0" 12'-0" 13'-4" 16'-0" 12'-0" 12'-0" STARTER BAY STARTER BAY STARTER BAY STARTER BAY STARTER BAY 200'-0" of ROOF FRAMING PLAN BUILDING #5 & L0 z x as NOTE: FIELD SCREW CLIP TO NOTE: OPPOSITE SIDE MIRRORS THIS DETAIL NOTE: ACTUAL LAYOUT MAY MIRROR THIS DETAIL. O 5979000118 BLANK SIDEWALL COLUMN 3 760600 V) STARTER JAMB a NOTE: TYPICAL INTERIOR CONNECTION SHOWN, ENDWALL CONNECTION y z P4 DOOR. JAMB STRAP BRACING 1 Z 0 760300 MIRRORS THIS DETAIL. I �' OTE: SEE ROOF FRAMING PAGE FOR TO CUT I 1 Z Z e 760110 0 o DOOR JAMB I I PURLIN CORRECT PURLIN ORIENTATION. I 1 U� O � W 0 0 0 Il I I 3 760600 tructural 0 ne C\1 O O w 0 l w \ 1 t ROOF STRAP x ® 5050022016 5050022016 1 p CUE- FlaT ® ° M-� 0 E- O Q ctural ��® ` 0 DOUBLE JAMB 11 II TO LENGTH ° � Z (m V � a ine 5050022016 DOUBLE JAMB 0 �® BASE PLATE 1 1 0 BASE PLATE �� e SW COLUMN STRAP BRACING 1 1 PURIJN m Date � FIELD 3/3/22 CART. SUPPORT 760600 TOLENGTH Drawn by 760600 JMN 5979000118 PART. SUPPORT tural Scale ,/ALine 'tee RAKE ANGLE 1/8" = 1'-0" tructural 5979000118 PURLIN tructural COLUMN Plan No. V. ine COLUMN tructural P52167 ine Order No. DOOR JAMB CONNECTION DETAIL 3 PURLIN BRIDGING CONNECTION 4 PURLIN BRIDGING CONNECTION @ 6 STRAP BRACING @ DBL JAMB 8 STRAP BRACING @ PURLIN STRAP BRACING @ DOOR/BLANK 246259 & 246260 DETAIL BSW COLUMN DETAIL CONNECTION DETAIL CONNECTION OCORNER CONNECTION DETAIL Sheet No. C3 . 0 01 Gypsum Association WP 2921 - 3 Hr. Fire Resistant Construction o� FIRE RESISTIVE CAULKING INSULATION FLAME AND SMOKE RATING 45 TRIM ORIENTATION REVISION Date Gypsum Board--3 layers 1/2"thick,each side,4 ft wide(by others). USE A FIRE RESISTIVE CAULK TO SEAL THE DOOR FRAME TO THE GYPSUM THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE TRIM ORIENTATION CAN BE CHANGED TO OBTAIN COVERAGE OF PARTS AS For 3 hr rating-Base layer of 1/2"proprietary type X gypsum wallboard or gypsum veneer base applied parallel to each ON THE ENTIRE PERIMETER OF THE DOOR FRAME. BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 NEEDED. SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES PART # INDEX side of steel studs not to exceed 24"o.c.with 1"Type S drywall screws(by others)12" Joints staggered o PDL DOOR ANCHORS 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS O opposite sites. Second layer 1/2"proprietary type X gypsum wallboard or gypsum veneerr base applied parallell tto each 0 TO MEET OR EXCEED THESE REQUIREMENTS47 .ROOF INSULATION PART# DESCRIPTION side fastened with 15/8"Type S drywall screws(by others)30"o.c.and 1 1/2"Type G drywall screws 12"o.c.spaced 1 FASTEN FROM BACK SIDE THROUGH ROUGH OPENING COLUMN TO "Z' . INSULATION MUST STOP ON BOTH SIDES OF FIREWALL. INSULATION CANNOT 1/2"from vertical joints. Vertical joints located 8"from studs and staggered 24"on opposite sides. Face layer 1/2" ANCHOR INSIDE THE DOOR JAMB. RUN CONTINUOUS ACROSS TOP OF WALL. 5050004014 14 a. �u rl in span clip proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 2 1/4"Type S 1¢ SWING DOOR 5985004120 20 a. I W. stud bridging, 5'—O" (On drywall screws 12"o.c.and 1 1/2"Type G drywall screws midway between studs 1 1/2"above and below horizontal joints. 12 DOOR IS SHOWN AS AN "A" SWING WITH LITE. DIFFERENT HARDWARE MAY 56 BREAK AWAY CLIPS Joints offset 24"from second layer joints. STUDS FOR STUDWALL ASSEMBLY MAY NEED TO BE FIELD CUT TO CORRECT LENGTHS. BE REQUIRED. REFER TO YOUR FLOOR PLAN AND DOOR SCHEDULE FOR CLIPS ATTACH TO STRUCTURAL MEMBERS WITH (1) #760600 SCREW, FOR Joint Tape and Compound-(By Others,Not Shown)-Vinyl or casein,dry or premixed joint compound applied in two DETERMINE THE CORRECT LENGTH FOR THE STUD AT THE SIDEWALL THEN PROGRESS YOUR PARTICULAR DOOR SPECIFICATIONS. YOUR INSTALLATION MAY MIRROR BLOCK FIREWALL USE (1) TAPCON SCREW #502840. USE (2) #760612 TO coats to joints and screw heads of outer layer.Perforated paper tape,2 in.wide,embedded in first layer of compound over ACROSS THE BUILDING BY PRECUTTING THE STUDS BASED ON THE AMOUNT THE THE STUD THESE TYPICAL DETAILS FASTEN. all joints of outer layer. GROWS. THIS IS DETERMINED BY THE STUD SPACING (USUALLY 16" OR 24" CENTERS) AND Equivalent:UL design U435. THE AMOUNT OF PITCH RISE OVER THIS DISTANCE. CALCULATION: STUD SPACING IN INCHES ¢p BUILDING LAYOUT 62 PURLIN SPAN CUPS 02 POWDER ACTUATED ANCHORS BY OTHERS / 12" X AMOUNT OF PITCH PER FOOT = AMOUNT THAT STUD LENGTH INCREASES. STUDS TYPICAL ELEVATION OF WALL SHOWN. REFER TO FLOOR PLAN LAYOUT FOR TWO PURLIN SPAN CLIPS ARE REQUIRED TO BUTT TO THE TRACKS OF A ARE DESIGNED TO FIT WITHIN THE TRACK. FIELD CUTTING IS REQUIRED WHERE TRACK IS STRUCTURAL COLUMN LAYOUT AND CORRIDOR/DOOR LOCATION. GYPSUM COVERED STUD FIREWALL. FOR BLOCK FIREWALLS TWO SPAN CLIPS POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED USED TO FRAME A DOOR OPENING. 3 do 4 HOUR FIREWALLS NEED TO BE BUILT AND WILL BUTT AT THE CENTER LINE OF THE BLOCK WALL AND SLOTS ARE TO ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS SHEETED ON ONE SIDE WITH GYPSUM WHILE THE WALL IS LAYING DOWN. THE SHEETED BE CUT FOR THE FLANGES TO FIT IN AND GROUT MUST FILL ANY VOIDS ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED WALL CAN THEN BE STOOD, ANCHORED, AND PROPERLY BRACED TO SHEET THE OTHER ¢¢ DRYWALL TERMINATION ANCHORING AS SPECIFIED. UP TO THE ROOF LINE. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW SIDE. DRYWALL MUST RUN THE ENTIRE WIDTH OF BUILDING AND TERMINATE AT THE EXTERIOR A—PANEL OR JAMB. DRYWALL MUST RUN THE ENTIRE HEIGHT p� INSULATED WALL' FOAM CLOSURES FROM THE FLOOR TO THE ROOF SHEETING. A 1/8" BEAD OF BUTYL CAULK (6051006090) IS TO BE PLACED ON EACH Og FIELD CUTTING SIDE OF FOAM CLOSURES WITHIN INSULATED WALLS TO ASSURE AN PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS ADEQUATE SEAL. SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED NOTE; FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS PURLINS AT FIREWALL MAY BOLT INTO EITHER BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND SET OF HOLES ON THE COLUMN DEPENDING ON DIRECTION. GOOD QUALITY do ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK IF THE INTERIOR COLUMNS IN THE NEXT BAY NEEDED AND PROVIDE FOR A GOOD APPEARANCE. ARE TURNED FOR SECTIONAL DOORS OR NOT NOTE: TYPICAL CONNECTIONS AT OPPOSITE END MIRROR THIS DETAIL e• REF. NOTE TYPICAL CONNECTIONS AT OPPOSITE END MIRROR NOTE: FIELD CUT GIRTS TO LENGTH COLUMN TO 5050004014 2 THIS DETAIL. TO ALLOW GAP FOR GYPSUM. COLUMN FW STUD ROOF SHEETING tructural ine Al - PARTITION PANEL 01 44 FW STUD INSULATION 47 PURLIN BASE PLATE FW STUD " 1/2 GYPSUM FW 1RACK S1UD BRIDGING ® CD 0 TRACK 0 TRACK PURLIN TRACK INT COLUMN FW 1RACK 02 INSULATION f, � � � '0 FW STUD 0 ® � 0 r + - o INT. COLUMN 760600 710969 i*�� g 1/2- GYPSUM 760600 ® RO COLUMN / I WHow r u SIDEWALL GAP FOR GYPSUM / 6 STUD �2.03.`�4� STUD x:¢7:1 - COLUMN T PARTITION c Bam© 09 PANEL 8 REAKAWAY 76060 TUD BRIDGIN CUP INTERIOR 775600 `���QSS�CIP%.� COLUMN a� �- 5985004120 tirnuecturc� Ol t•DRt YsW%eA•,LL 2 t4• 760612 TUD BRIDGIN ' 760600SW COLUMNSCREW 985004120 ' BASE PLATE STUD STUD BREAKAWAY CLIP BASE TRACK t•. T 5/8•, 2 1/4• _ PARTITION PANEL STUD 760600 PANEL DRYWALL SCREW 01 01 c rn 760600 20 INSULATION o a ' TRACK �•.t s/e•.z t/4• TRACK U � o BASE TRACK �� �a� 1 2" GYPSUM o o PARTITION ANGLE �' DRYWALL SCREW u' tructural tructural TRACK ° 20 ine ine BASE PLATE tructural 20 INSULATION w °0 tructural tructural �� c �O 20 INSULATION ine ine TYPICAL TRACK & STUD DOOR N . Q � U 3 HR FIREWALL SECTION 2 INTERIOR FIREWALL 3 SECTION OF 4 TYPICAL TRACK AND STUD 3 HR FIREWALL SECTION 05 6 OR WINDOW FRAMING Q o BLANK SIDEWALL @ BLANK SIDEWALL INTERIOR FIREWALL CONNECTION DETAIL CONNECTIONS o ° J ro a n� M tructural W '� Ln CLIMATE CONTROLLED SIDE ine o \ r a (VAPOR BARRIER) I = ` � m ;� U) o (SEC. COLUMN)—, < t 4T COLUMN F— INSULATION 20 FW STUD TRANSVERSE WALL ` 710969 s r 760600 � i (PARTITION PANEL PART. CHANNEL 204 INSULATION LONGITUDINAL WALL 9 3 HR FIREWALL SECTION DETAIL a A w z x � Z w o x 0 Pq C\2o 0 o Inn0 E-4H0 � E- Z Q) r Date 3/3/22 NOTE: Drawn by JMN Scale ALL 3 HOUR FIREWALLS ARE ff INSULATED. 2'- 0" WIDE Plan No. l 2 1 -0 INSULATION IS PROVIDED TO FIT P52167 Order No. THE 2'-0 OC STUD SPACING. 246259 & 246260 ALL EXTERIOR WALLS ARE SPRAY Sheet No. FOAM AND IS BY OTHERS C4 * 0 01 FIRE RESISTIVE CAULKING INSULATION FLAME AND SMOKE RATING 45 TRIM ORIENTATION REVISION ey Gypsum Association WP 2921 - 3 Hr. Fire Resistant Construction 1*� USE A FIRE RESISTIVE CAULK TO SEAL THE DOOR FRAME TO THE GYPSUM THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE TRIM ORIENTATION CAN BE CHANGED TO OBTAIN COVERAGE OF PARTS AS Date Gypsum Board--3 layers 1/2"thick,each side,4 ft wide(by others). ON THE ENTIRE PERIMETER OF THE DOOR FRAME. BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 NEEDED. For 3 hr rating-Base layer of 1/2"proprietary type X gypsum wallboard or gypsum veneer base applied parallel to each SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES side of steel studs not to exceed 24"o.c.with 1"Type S drywall screws(by others)12"o.c.. Joints staggered 24"on PDL DOOR ANCHORS PART # INDEX o osite sites. Second la er 1/2" ro rieta e X sum wallboard or sum veneer base a lied arallel to each 0 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS ¢] ROOF INSULATION pp y p p ryhP gypsum 1P pp p FASTEN FROM BACK SIDE THROUGH ROUGH OPENING COLUMN TO "Z" TO MEET OR EXCEED THESE REQUIREMENTS. INSULATION PART# DESCRIPTION side fastened with 15/8"Type S drywall screws(by others)30"o.c.and 1 1/2"Type G drywall screws 12"o.c.spaced 1 MUST STOP ON BOTH SIDES OF FIREWALL. INSULATION CANNOT 1/2"from vertical joints. Vertical joints located 8"from studs and staggered 24"on opposite sides. Face layer 1/2" ANCHOR INSIDE THE DOOR JAMB. RUN CONTINUOUS ACROSS TOP OF WALL. 262014400 20 a. FW :Stud 3.63" x 2" x 144.00" long proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 2 1/4"Type S 14 SWING DOOR 5911025118 18 a. EXT. wall base track 3.88" X 21'-0" Ion drywall screws 12"o.c.and 11/2"Type G drywall screws midway between studs 1 1/2"above and below horizontal joints. 12 STUDWALL dt TRACK FRAMING DOOR IS SHOWN AS AN "A" SWING WITH LITE. DIFFERENT HARDWARE MAY 56 BREAK AWAY CUPS Joints offset 24"from second layer joints. STUDS FOR STUDWALL ASSEMBLY MAY NEED TO BE FIELD CUT TO CORRECT LENGTHS. BE REQUIRED. REFER TO YOUR FLOOR PLAN AND DOOR SCHEDULE FOR CLIPS ATTACH TO STRUCTURAL MEMBERS WITH (1) #760600 SCREW, FOR 5996000016 16 a. R.O. COL. 3.63 x 10'-0" long Joint Tape and Compound-(By Others,Not Shown)-Vinyl or casein,dry or premixed joint compound applied in two DETERMINE THE CORRECT LENGTH FOR THE STUD AT THE SIDEWALL THEN PROGRESS YOUR PARTICULAR DOOR SPECIFICATIONS. YOUR INSTALLATION MAY MIRROR BLOCK FIREWALL USE (1) TAPCON SCREW #502840. USE (2) #760615 TO 7810042050 lInsulation, 4" X 2'-0" X 50'-0" Ion coats to joints and screw heads of outer layer.Perforated paper tape,2 in.wide,embedded in first layer of compound over ACROSS THE BUILDING BY PRECUTTING THE STUDS BASED ON THE AMOUNT THE THE STUD THESE TYPICAL DETAILS FASTEN. all joints of outer layer. GROWS. THIS IS DETERMINED BY THE STUD SPACING (USUALLY 16" OR 24" CENTERS) AND Equivalent:UL design U435. THE AMOUNT OF PITCH RISE OVER THIS DISTANCE. CALCULATION: STUD SPACING IN INCHES ¢p BUILDING LAYOUT 62 PURUN SPAN CUPS 0� POWDER ACTUATED ANCHORS BY OTHERS / 12" X AMOUNT OF PITCH PER FOOT = AMOUNT THAT STUD LENGTH INCREASES. STUDS TYPICAL ELEVATION OF WALL SHOWN. REFER TO FLOOR PLAN LAYOUT FOR TWO PURLIN SPAN CLIPS ARE REQUIRED TO BUTT TO THE TRACKS OF A ARE DESIGNED TO FIT WITHIN THE TRACK. FIELD CUTTING IS REQUIRED WHERE TRACK IS STRUCTURAL COLUMN LAYOUT AND CORRIDOR/DOOR LOCATION. GYPSUM COVERED STUD FIREWALL. FOR BLOCK FIREWALLS TWO SPAN CLIPS POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED USED TO FRAME A DOOR OPENING. 3 do 4 HOUR FIREWALLS NEED TO BE BUILT AND WILL BUTT AT THE CENTER LINE OF THE BLOCK WALL AND SLOTS ARE TO ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS SHEETED ON ONE SIDE WITH GYPSUM WHILE THE WALL IS LAYING DOWN. THE SHEETED BE CUT FOR THE FLANGES TO FIT IN AND GROUT MUST FILL ANY VOIDS ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED WALL CAN THEN BE STOOD, ANCHORED, AND PROPERLY BRACED TO SHEET THE OTHER 44 DRYWALL TERMINATION UP TO THE ROOF LINE. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW SIDE. DRYWALL MUST RUN THE ENTIRE WIDTH OF BUILDING AND TERMINATE AT ANCHORING AS SPECIFIED. THE EXTERIOR A—PANEL OR JAMB. DRYWALL MUST RUN THE ENTIRE HEIGHT FROM THE FLOOR TO THE ROOF SHEETING. pg FIELD CUTTING PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND DIRECTION. GOOD QUALITY & ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK NEEDED AND PROVIDE FOR A GOOD APPEARANCE. 3 4 4. C4.0 ______ 5911025118 - 5911025118 �I 781002402 050 jI � i � a 01�How.drP C:A7 �' 1 J F LZ C4.0 ( GYPSUM BOARD GYPSUM BOARD)I C4.0 I I I I I I I I I I I I I I I c II I I C o � Q) BLANK_ I GYPSUM BOARD GYPSUM BOARD I j I v o I 5 I BLANK V) I .c c SIDEWALL 1 SIDEWALL � a ° C4.0 1 w � .Z I i 1 cn .i ON b 0 I [ I I I 1 I 2 �– �, o o � to o � CL c) Q) o) Z UO O w 1 1 L5911025118 I I I Z o � J 5911025118 Cn I I I i 5911025118 J c1 0 3 I C o o' o N o i 4�/ m a Ln» > » > » » » > » » > » > » > » > » > » » » » > » » > = O axi m Q �2 —0 2 —0 2 —0 2 —0 2 —� 2 —0 2 —� 2 —� 2 —0 2 —� 2 —0 2 —0 2 —0 2 —0 2 —0 2 —0 2 —0 2 ad C\ a (Z)INTERIOR 3 HOUR FIREWALL ELEVATION OTHER BUILDING WIDTHS SIMILARWI ( LL VARY) tf r0 FIELD CUT STUDS PITCH 24" INTERVALS w 1/4:12 + 1/2" MEASURE TO DETERMINE FIRST STUD LENGTH w Qi FW STUD (1/4:12 PITCH) E- rn P4 LOC. STUD HEIGHT . 54 0'-30' /EV 12'-0" Z Z 4 W 30'-80' /EV 13'-0" 0 0 W Z C\2 0 C .4 F.h-i,- C-' U U [� C') � Q) NOTE: Date 3/3/22 ALL 3 HOUR FIREWALLS ARE Drawn by JMN INSULATED. 2'- 0" WIDE Scale INSULATION IS PROVIDED TO FIT 1/2" Plan No. THE 2'- 0" OC STUD SPACING. P52167 Order No. ALL EXTERIOR WALLS ARE SPRAY 246259 & 246260 FOAM AND IS BY OTHERS Sheet No. C4e I REVISION By POWDER ACTUATED ANCHORS (EY OTHERS Dote 1 g PARTITION SUPPORT AT BLANK WALL 0� BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN Ol POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. STEP 1. ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY OF BLANK USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A REQUIREMENTS OF ANSI STANDARD 8212.15. ANCHORING AS SPECIFIED. ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE STEP 2. INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR vacuuM. 07 SAVE SPAN CHANNEL PLAN FOR PARTITION CHANNEL PART NUMBERS. STEP 3. 'WHEN INSTALLING THE EAVE SPAN CHANNELS START WITH A 5CHANNEL FOLLOWED 0 PARTITION SUPPORT AT DOOR SIDEWALL SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE DOOR SIDEWALL PARTITION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB MAXIMUM TORQUE, T ORT RESPECTIVELY FOR THE SELECTED ANCHOR WITH 10' AND END WITH A 5' EAVE SPAN CHANNEL. CHANNELS WILL OVERLAP AT EACH �Nsi UA)t IMPACT,AUX END. SPAN CHANNELS SHOULD START AND END AT THE MIDPOINT OF A BAY WHENEVER ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS DIAMETER AND EMBEDMgNT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE N'S TO START do END FALL ON THE STRUCTURAL LINE. THE SUPPORT WILL BE ON THE SAME SIDE POSSIBLE. SEE ROOF FRAMING PLAN TO DETERMINE WHICH P IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. / OF THE STRUCTURAL LINE AS THE INTERIOR COLUMNS. SEE FLOOR PLAN STEP 4. WITH. INSTALL BOLTS TO SPAN CHANNELS THROUGH TOP TRACKS OR HEADERS Q 2'-0" FOR CORRECT ORIENTATION. DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO OC. FIELD CUT EXCESS AT END OF RUN. CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT �7 RAKE ANGLE SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. AT A JAMB TO BLANK SIDEWALL TRANSITION, THE TOP FLANGE WILL NEED TO FASTEN TO THE EAVE TRACK. THE TOP FLANGE CAN BE LOCATED ON EITHER SIDE OF THE STRUCTURAL LINE. THE VERTICAL LEG MUST FALL ON THE STRUCTURAL LINE. NOTE: LEFT EW SHOWN RIGHT EW WILL MIRROR THIS DETAIL NOTE: LEFT EW SHOWN RIGHT EW WILL MIRROR THIS DETAIL NOTE: LEFT SIDE SHOWN, RIGHT SIDE MIRROR THIS DETAIL. NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL Tl 760300 tru ctu ra I tructural tructural tructural 760110 ine o I ine STARTER JAMB SIDEWALL tructural ne ine 760300 I ine EAVE SPAN 760110 SW COLUMN 9 O O 0. STARTER JAMB CHANNEL o e e o • 300 BASE PLATE 760110 e JAMB CLIP 760110 TCOLUMN ° SUPPORT, SW o JAMB CLIP DOOR JAMB STARTERJAMB O Q GIRT JAMB CLIP SUPPORT, SW HEADER �',�` ��`,HO D7' SW COLUMN a BASE PLATE 60300 NOTE: TEK SCREW IF 760110 e ° oBOLT HOLES ARE NO 0 r- 60110 AN OPTION SUPPORT, SW qql How r 760300 760110 76030000 DOOR JAMB 760600 03. 4 f CONCRETE SCREW CONCRETE SCREW 01 NOTE: HEADERS ARE 02 TRACK JAMB CLIP ell � ABOVE DESIGNEDTO �OP BE OF THE r 11�R�FESSSO��'�'� Ol 02 BASE PLATE 760300 01 CONCRETE SCREW 760110 DOUBLE JAMBS WHEN ENDWALL INSTALLED. CORNER STARTERJAMBS AND �te uctural tr VIEW tlhetUrQ DOOR JAMB JAMBS SHOULDLI EUP .0 l FLUSH WITH TOP OF In�tl SILL PLATE SEALER HEADERS.. v 1 STARTER JAMB TOP GIRT TO STARTER JAMB TRACK TO STARTER JAMB WITH BOTTOM OF DOOR JAMB DOOR JAMB CLIP DETAIL TOP OF DOOR JAMB 2 6 10 11 12 c � � CONNECTION CONNECTION NOTCHED ENDWALL CONNECTION DETAIL CONNECTION DETAIL . NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL NOTE: ACTUAL ASSEMBLY MAY MIRROR THIS DETAIL NOTE: REFER TO SECTIONAL DOOR (/1 w ` :Q a E tructural ` Q) � O_ tructural 760300 LOCA11ON OF CENTER SUPPORT MANUFACTURERS RECOMMENDATION FOR } cn ° o co v v SW COLUMNS ne ine 760110 J tructural inectural (,' Q O O ine Z 0 to 760600 SW COLUMNS Ei ° cL 5" 760600 o -� SW COLUMNS �, ® � _ �) EAVE SPAN SUPPORT, BW ® m ° '� -6 Lk� 00 o CHANNEL o o s SUPPORT, BW 19 19 F- 760300 3 x m 3 C 3 s a a JAMB CLIP 760300 C) ° \ o o eo0 760110 a JAMB CLIP 760300 760110c')BASE PLATE ~ ~ ° a a a o o� GIRT 0 <�7 TRACK a HEADER > ae CONCRETE SCREW HEADER Q STARTER JMBA01 CONCRETE SCRE ° ® #02 EAVE TRACK tructural 1ne tructural DOOR JAMB CENTER SUPPORT AN 760600 RAKE GLE 7> ine JAMB CLIP STARTER JAMB SILL PLATE SEALER SW COLUMNS "e 760600 (3) EACH END 760600 (4) EACH END tructurol HEADER SUPPORT HEADER SUPPORT SUPPORT, BW 19 HEADER 13 TOP OF JAMB/A-PANEL 4 JAMB/A- PANEL CONNECTION 15 BOTTOM OF JAMB/A-PANEL 78 SECTIONAL DOOR SUPPORT 79 SECTIONAL DOOR SUPPORT CONNECTION DETAIL DETAIL Q GIRT CONNECTION DETAIL DETAIL DETAIL 13 5910008114 50500201121,0 5910029014 5050020112 5050039216 5050037116 i r—'\ 5050039216 5050037116 1 11 LL ' �\ -ki co PART# INDEX ZNZ PART# DESCRIPTION5985000418 z 'r 102702 Sill late sealer, "3.5 X 25'-0" roll 5958006063 5958006063 '—' WU' q 5050020112 12 a. DBL. lamb, base plate 5050020412 12 a. STIR. iamb, base plote 5050022218 18 a. DBL. iamb clip p 5050037116 16 a. center support, 1-3 x 0-11.5 5994000418 E-+ 5994000418 5994000418 U1 e� 5050039216 16 a. support header, 10'-8" 5974000763 ►-+ Z 5910008114 14 a. eave top track 3.88" 4'-0" long Z 0 5910029014 14 a. eave to track 3.88" 1'-4" Ion Z Z 5974000863 5911000314 14 o. EXT. wall base track 3.88" x 1'-4" Ion 5050022218 5994000418 5050022218 ul O 0 W W 5911003714 14 a. to base track 3.88" x 4'-0" long 14 0 0 W �:) 5950000718 18 o. PT. support, iamb, 11'-4" 5970000463 10 5970000463 Z C\2 C:> O 5958006063 18 a. SW EW header, 1'-10" 10'-8" IWHT 0 5950000718 0 5950000718 r-i r 5970000463 18 a. DBL. iamb, 11'-4" IWHT Z 0 E--1 w A 5974000763 18 a. STIR. iamb, RH 11'-4" IWHT 1 4 " 5985006018 >r .--i 5974000863 18 a. STR. iamb, LH 11'-4" IWHT o '-I U En 5985000418 18 a. EXT. in 1G-4 Ion 10 -8 F.0. 10>-8 F.O. 5985006018 118aa. EXT. girt, 4'-0" long 15 Date 5994000418 118ga. BSW column 3.63" x 1.5" 11- EV 1 0 5911003714 3/3/22 5050020112 102702 5050020412 5050020112 Drawn by 5050020412 1 JMN Scale 1/2 2or — 1'_O» 5911000314 / Plan No. 12'-0" 102702 1'-4" 8" 4'-0" 12'-0" P52167 13'-4" 16'-0" Order No. 246259 & 246260 Sheet No. A SIDEWALL ELEVATION (INTERIOR VIEW) ElsO 02 POWDER ACTUATED ANCHORS (BY OTHERS 19 PARTITION SUPPORT AT BLANK WALL REVISION ay BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN Dote 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. STEP 1. ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY OF BLANK PART# INDEX USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A PART# DESCRIPTION REQUIREMENTS OF ANSI STANDARD B212.15. ANCHORING AS SPECIFIED, ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE 102702 sill late sealer, 3.5 x 25 -0 roll STEP 2. INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR PLAN FOR PARTITION CHANNEL PART NUMBERS. 5050020112 12 o. DBL. jamb base plate VACUUM. 07 5050020412 12 a. STR. jamb base plate EAVE SPAN CHANNEL STEP 3. �p PARTITION SUPPORT AT DOOR SIDEWALL SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE WHEN INSTALLING THE EAVE SPAN CHANNELS START WITH A 5' CHANNEL FOLLOWED DOOR SIDEWALL PARTITION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB 5050022218 18 a. DBL. jamb clip MAXIMUM TORQUE, T OR RESPECTIVELY FOR THE SELECTED ANCHOR WITH 10' AND END WITH A 5' EAVE SPAN CHANNEL. CHANNELS WILL OVERLAP AT EACH iNsrw►x IMPACT W1X ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS DIAMETER AND EMBEDMENT. ATTACH XN APPROPRIATE SIDED HEX SOCKET DRIVER TO THE . 5050022316 16 a. STR. jamb clip ENDSPAN CHANNELS SHOULD START AND END AT THE MIDPOINT OF A BAY WHENEVER / FALL ON THE STRUCTURAL LINE. THE SUPPORT WILL BE ON THE SAME SIDE IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. POSSIBLE. SEE ROOF FRAMING PLAN TO DETERMINE WHICH P/N'S TO START do END OF THE STRUCTURAL LINE AS THE INTERIOR COLUMNS. SEE FLOOR PLAN 5050035416 16 a. s ipport header, 11'-0" STEP 4. WITH. INSTALL BOLTS TO SPAN CHANNELS THROUGH TOP TRACKS OR HEADERS ® 2'-0" FOR CORRECT ORIENTATION. 5050037116 16 a. center support, 1-3 x 0-11.5 DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO OC. FIELD CUT EXCESS AT END OF RUN. 5050039216 16 a. s ipport header, 10'-8" CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT <0 RAKE ANGLE SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. AT A JAMB TO BLANK SIDEWALL TRANSITION, THE TOP FLANGE WILL NEED 5910001314 14 a. eave top track 3.88" x 3.13" x 2' Iona TO FASTEN TO THE EAVE TRACK. THE TOP FLANGE CAN BE LOCATED ON 5910004514 14 a. eave top track 3.88" 3'-4" long EITHER SIDE OF THE STRUCTURAL LINE. THE VERTICAL LEG MUST FALL ON 5910029014 14 a. eave top track 3.88" 1'-4" long THE STRUCTURAL LINE. 5911000314 14 a. EXT. wall base track 3.88" x 1'-4" Ion 5911003014 14 a. to base track 3.88" x 2'-0" Ion 5911011514 14 a. to base track 3.88" x 3'-4" Ion 5950000718 18 a. PT. support, jamb 11'-4" 5958005963 18 a. SIN EW header, 1'-10" 11'-0" IMT 5958006063 18 a. SIN/EW header, 1'-10" 10'-8" WIT 5970000463 18 a. DBL. jamb 11'-4" IWHT 5974000763 18 a. STR. jamb RH 11'-4" IWHT 5974000863 18 a. STR. jamb LH 11'-4" IWHT 5985000418 18 a. EXT. girt, 1'-4" Ion 5985005018 18 a. EXT. girt, 2'-0" Ion 5985014918 118ga. EXT. girt, 3'-4" Ion 5994000418 118ga. B;SW column 3.63" x 1.5" 11-4EV Al 10 01 co ,Q,._ ! f dlgHow r u 78 ; '' 0952:A7:1 1 1.0 12 79 13 5910004514 5910001314 � �+� 5050020112 1•0 1.0 5050020112 1•� 5050020112 IO _ 5050039216 5050037116 5050035416 - 5050037116 5050039216 5050037116 i- 5050039216 5050037116 O 5994000418 o o 3 c Ld c 5958006063 — 5958005963 5958006063 5958006063 (n w c .� E o 'b i o o o 115994000418 CL Z o Q i•p 5994000418 Q) = 5994000418 5974000763 5974000863 m o '� � CIO Lv m 5050022316 F- <5 -- BLANK 5050022218 I lb 5050022218 5994000418 5994000418 5050022218 �\ U o \ o ENDWALL- I 14 5985014918 Q to �� c} 0 Q 4 5974000863 5970000463 5970000463 i•� 5970000463 ! s c � I / \ 0 5950000718 I 0 5950000718 I ' I I I \ 5950000718 2 I 10'-8" F.O. 11'-0" F.O. 10'-8" F.O. 10'-8" F.O. I l 0 5985005018 5050020412 5050020112 / � 1'� 5050020112 5050020412 / \ 5050020412 5050020112 I o / 5911011514 3 06 STARTER BAY 15 5911003014 1.0 102702 12'-0" 12'-0" 12'-0" 1.0 3'-4" 8" 2'-0" 102702 12'-0" j I A SIDEWALL ELEVATION (INTERIOR VIEWS 15'-4" 14'-0" I i i -----------•-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------mo I I 13 I 5910029014 5910001314 ( 5050035416 5050020112 1.0 5050020112 I 5050037116 5050039216 5050037116 i-�� 5050039216 5050037116 I - 0 (5985000418)--1H 5958005963 5958006063 5958006063 O F.., I z P4 Z 5994000418 5994000418 0 5974000763 x wp',, 0 E-1 5974000863 Z x 5050022218 5994000418 5050022218 a � 0 F,z 01 � A 14 �j v� 5970000463 5970000463 0 1.0 �� 5950000718 � \ �Oj 5950000718 Dote � m7 3/3/22 \ / Drawn by 10'-8" F.O. — 10'-8" F.O. JMN 15 5985005018 Scale - l.o � 1/2„ 1,_0„ 5050020112 5050020412 5050020112 Plan No. 5050020412 / P52167 •/ m � � Order No. 246259 & 246260 <0�STARTER BAY sheet No. 5911000314 5911003014 12'-0" 102702 2'-0" 102702 12'-0" 13'-4" 14'-0" E 1 • REVISION t e Daf 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 063 (4) 039 (4) 039 (4) 063 (4) A o 01 © © © ® ® ® © ® © © ® 0 ® © 01 I B 0 Iell LO Yn Lq Yn Yn L ViLq LqYn . G` M N N M N N N N M Mi N N � .i v v 00 00 00 00 00 00 00 00 qqt qt 0 d qt qt1 tt d- N N N N N N N N N N N N LO D 0 I iA 00 00 00 00 00 00 00 00 Ir r r r r r r r F ui Lq ui L Lq Lq L Iq ri v ri v Ni ri ri ri ri ri C t '� N N N N N N N N N N N N G _ I 137 (4) 143 4 182 4 166 (4) 143 4 158 4 0j 166 (4) 143 4 158 4 0j 166 (4 143 4 158 4 Q 190 (4) 143 4 137 4 o 137 (4) ® 143 4 182 (4) 01 01 166 (4) 143 4 158 (4) 01 01 166 4) 143 4 158 (4) 01 01 166 (4 143 4 158 4) 01 01 190 (4) 143 4 137 (4 FIELD CUT LINER PANEL AROUND SWING 'n 01137 (4) H 137 (4) Q DOORS, USE 388013400 TO TRIM PANEL 0 1 4 Jd CO- LO HO 1�41 000 00 000 000 000 04 04 C4 00 000 a00 f 04 N �' 3�� r r r r r r r r e�`�How,r�r f J "22 2.03. If, ..� 2:47.1 o fiQ 095 pLo Lq Lq Lq Lq Lq Lq Lq F£SS10 � K st N N N N N N s} N N v N N N 00 00 14- 00 00 14- 00 00 N N 00 00 14- N I N N N N r LO 0 0 CO o Q © ® ® ® ® ® ® ® ® ® ® (Z ® © ® ® ® (n ° o M Q) 063 (4) 039 (4) 039 4) 063 (4) CIO 8 8" " 8" � o v; o o Q L QO U 12'-0" 12'-0" 15'-4" 14'-0" 12'-0" 13'-4" 14'-0" 12'-0" 13'-4" 14'-0" 12'-0" 13'-4" 8 16'-0" 12'-0" 12'-0" °0 z E o c Z _ o J J Tj CL a -. 3 a� _ 200'-0" m o W Oi E p 3 k LO LO INTERIOR PARTITION PANEL & SUPPORT LAYOUT w a o PART # INDEX PART# DESCRIPTION 308203900 29 a. PT. panel, 3'-3" long (FIELD CUT INTO V-3.5" & V-11.5" PIECES 308206300 29 a. PT. panel, 5'-3" Ion (FIELD CUT INTO V-3.5" & 3'-11.5" OR V-11.5" & 3-2.5" PIECES 308213700 29 a. PT. panel, 11'-5" Ion 308214300 29 a. PT. panel, 11'-11" Ion 308215800 29 a. PT. panel, 13'-2" Ion \ 308216600 29 a. PT. panel, 13'-10" long 308218200 29 a. PT. panel, 15'-2" Ion 308219000 29 a. PT. panel, 15'-10" Ion ; 308224400 29 a. PT. panel, 20'-4" Ion r 01 388013400 18 a. partition channel 11'-2" Ion (2) 5920008982 18 a. angle, insul PT. 1.5"x2.5"x12'-0" Q 5950000718 18 a. PT. support, iamb 11'-4" ® 5950004718 18 a. PT. support, 11'-4" EV. NOTE: 1. SOME PARTITION PANEL AND SUPPORTS MAY NEED TO BE FIELD CUT 2. WHEN CONSTRUCTING AN INTERIOR PANEL WALL IT MAY BE NECESSARY TO FLIP THE TOP PANEL. THIS WILL ALLOW �D THE LOAD BEARING LEG TO REST AGAINST THE RAKE 0 ANGLE (IF PRESENT). WE DO NOT RECOMMEND ATTACHING THE PARTITION PANEL TO THE RAKE ANGLES (IF PRESENT) 3 W 244 O LENGTH 114 QUANTITY � W � O Z 14 >. ZZ O W � O H P4 0 Z O 0 P4 E U Ate-+ a Z 0 E-+ U o Z p ) Date 3/3/22 Drawn by JMN Scale 1/8" Plan No. P52167 Order No. 246259 & 246260 Sheet No. FLO BY REVISION Date GALVALUME PANEL COLUMN ��uro1 STRUCTURAL BEARING LEG ® EW A TYPICAL )411 PURUN a PART# INDEX » 4 4 780800 �-4 LOAD 8690300 PART# DESCRIPTION PARTITION PARTITION PANEL PANEL BEARING LEG 308213700 29 a. PT. panel, 11'-5" Ion > » Q!COL CONDARY 760600 AT0�APD "� 308214300 29 a. PT. anel 11'-11" Ion —� —� -0 UMN 760600 I 760600 cauMN 308215800 29 a. PT. panel, 13'-2" Ion SUPPORT or I su760600 308216600 29 a. PT. anel 13'-10" Ion 3'—O" COVERAGE REF. NOTE: SECONDARY COLUMNS ARE ® SSWw NSULATO, MOM ONE SIDE 388013400 18 a. partition channel 11'-2" Ion TELESCOPING AND CAN ADJUST 760600 710969 OTHER SIDE 5911042318 18 a. base/top track 16 —0 „ TO VARIOUS HEIGHTS. THEY ARE PANEL TMa�� 5820008982 18 a• angle, insul PT' 1.5"x2 .5"X12'-o" TR A C H TE PARTITION PANE LUSUALLY LOCATED ON ONE SIDE CONCRETE OF THE STRUCTURAL LINE. SEE SCREWI BLANK WALL JAMB FLOOR PLAN FOR CORRECT cauMN LOCATION OF COLUMNS. THE TAB PROFILE ON THE BOTTOM OF THE COLUMN I tructural NEEDS TO BE FIELD BENT. A ine 760600 SCREW SHOULD BE INSTALLED IN EACH FLANGE a, PARTITION CHANNEL 10-4 LONGITUDINAL WHERE THE COLUMPJS LAP. a PARTITION PANELS 10-4 " FOUNDATION tructural BLANK SIDEWALL or ENDWALL DOOR SIDEWALL or ENDWALL FT/EV PART# QTY tructural LOC. HEIGHT QTY ine ine 5'/EV 388013400 1.0 `SECONDARY COLUMN PARTITION PANEL EXTERIOR PARTITION PANEL FASTENING DETAIL 5'/EV 125.25 4.0 ATTENTION: Partition wall panel lengths were determined with 10'/EV 388013400 1.0 2 CONNECTION © TYPICAL BAY 7 CONNECTION 6 the Panel starting at least in foam the ll. All 10'/EV 126.5 4.0 buildings 25' or more will hoveve 2—panels thatt lop lap of a interior 15'/EV 388013400 1.0 column line. The panels should overlap at least by 1•. 20'/EV 388013400 1.0 15'/EV 127.75 4.0 25'/EV 388013400 1.0 20'/EV 129 4.0 30'/EV 388013400 1.0 25'/EV 130.25 4.0 NOTE: ABOVE IS THE REQUIRED PARTITION CHANNEL 30'/EV 131.5 4.0 PART (/'s AND QUANTITY AT EVERY FT / EV SHOWN ABOVE IS THE REQUIRED SHEETS OF PARTITION of NevIh `� j PANEL FOR INSTALLATION (OVERLAPPING y5 ! ONLY THE END RIB). YOU WILL COME UP SHORT PANEL IF YOU BACK LAP PANEL AT 1' SPACES. r '� (�tr j� '7- SEC - SEC COLUMN � �g i C /it r el`How r u l! COLUMN TRACKb2.03. 4 ,/i OR JAMB 11.0 5911042318 /(E�Kp INT COLUMN INT COLUMN � �} '� :22fi- 0 0 09 EWO��f..� ------------------- t •i I• I I I I I I I I I ii II 5920008982 I II I I 5920008982 II I i V c 'I I•I I• I I I'I I I I � c Qrnp o O � j ISECCOLUMN SEC COLUMN I i SEC COLUMN j ISECCOLUMN SEC COLUMN I i j Uj vim, I a°1 o I I F- ami c -' SEC COLUMN 308213700 11 0 I I I 308214300 I I ; M w S .� o b o 0 C) Q) IE 0 CL IE 14 I I' I I•I I I c0 °o o Q 11.0 I i i i i i ' Z o J I jj i I II I o > 0 I II I it II II I co �, DO o ,I I•I I I I I,I I I I � � .� � o -c II I' it II li I I LLI F— o akim � � o � 2 ai r�II I II II II I a � � � I I TRACK I it II li I Q cn v q I' 5911042318 I t I I I �' �` w 0 0 —J' I I------------------------U-- 31" 6'-0" 6'-0" 6'-0" REF. TYP. 12'-0" (END BAY) 12'-0" (STARTER BY) A LONGITUDINAL PARTITION WALL INT COLUMN SEC COLUMN STUD WALL SPEC. PURLIN DRYWALL INT COLUMN TRACK INT COLUMN STR PURLIN TRACK SEC COLUMN ----- ----------- ----------------------- T .-. , I SEC COLUMN o II I z II I Z 0 I INT COLUMN � z Ld SEC COLUMN II SEC COLUMNLd i SEC COLUMN ii I Z w 308215800 I 308216600 I W II SEC COLUMN � � 388013400 jj I W w I II Q I'I Edi II o W II II N 9 = I V] �i A 0 I 9 o a I 4• i.i i Z a Z W ' I I•I I I I'I I O TRACK i TRACK I I ® C'3 W ---------------------------L--j------ TL------- ------------------- --------------- -------- 0L3 W ' x F / /f 1 " 1 " / " ^ O O 6 —s s —8 7 —0 7 —0 o " H ® � a 13'-4" 8" 14'-0" 4 z o Q) TYPICAL BAY TYPICAL BAY Date 3/3/22 Drawn by B LONGITUDINAL PARTITION WALL @ INTERIOR DRYWALL FIREWALL JMN Scale 1/2" = 1'-0" Plan No. P52167 Order No. 246259 & 246260 Sheet No. F1 . 1 y e gg FIELD CUT PARTITION PANEL REVISION Daet FIELD CUT PARTITION PANEL TO MATCH THE ROOF PITCH. LAP PARTITION PANEL ONTO RAKE ANGLE (IF PRESENT) AND COLUMNS. PART # INDEX gl EXCESS PARTITION PANEL FOR THE NEXT WALL PART# DESCRIPTION IN THIS CASE THE EXCESS PANEL WILL WORK BEST ON THE NEXT PANEL 308224400 129ga. PT. panel, 20'-4" long WALL. CUT THE PANEL FOR THE NEXT WALL OPPOSITE TO GET THE EXCESS PANEL NEEDED FOR THIS WALL. (CUT LEFT AND RIGHT HAND PIECES AS NEEDED.) TYPICAL INTERIOR WALL HAS 7" GAP BELOW PURLIN. PANEL AT END WALLS AND FIRE WALLS GOES UP TO THE UNDERSIDE OF THE PURLIN 6 12 1/41 Fi.FIELD CUT FIELD CUT i ---------- - I ---------------------------------------- n II I.I ––––––– ----------- -- -------------- pq II II I I I I II308224400 I ----I I 1 308224400 11 I ---- 11 O 11 308224400 – ------------- --------------- — –––––––––––—— – --- II ----II II I I IIII TI -- – -- ––– ------ -------------- -------------- -------- I I --------- --------------- --------------- – ------- ----- – ---------------11--------------- II------------ – ------ –I- --------------– �-------------- ------------ I I'I I'I 1'I I'I I'I I'I I I'I I'I II II II II II II I I II II II I I II II I I II I II 308224400 I I I I 308224400 I I I II I 308224400 II II =I `i I.I i.l I.I I I. I,I I•I � .��o� Ey�,�N . 7 �. 00 e aI �. l I I I•I I•I I I I I.I I I. I.I I.I I.I I. / «. How ru3 i II II II I II II I II II I I 1 I.I I.I I.I I'I I'I ' ` G .95 � ' T I I I I ) 308224400 308224400 I 308224400 ( I �� A� I I 0 I I I I II 0 I I II I 0 II I OFESSIO � � II II II 'I II II II I II II II � id I II II II I II II II i I II II II I. I'I I'I I'I I I'I II II II I II it II I I II II II I J c I•I I.I I I.I I I. I.I I.I I s c I 308224400 ° � o I I I I I O I•I I I I I 308224400 I I I I I I (30-822-44-0-0) I.I I I.I I I.I I.I I I W e o :o U '� w II II II I II II II I I II II II c� °a o o a Z m ° ' c REF. TYP. 60'-0" REF. m U A TRANSVERSE PANEL LAYOUT Q a c r E- A L7 W o a o zp Z � Q0 CIL, x04 x ® ® 0 E, E-1 p U Ix+ o W a Z E-+ m E- i. � � Date 3/3/22 Drawn by JMN Scale 1/2" = i'-0" Plan No. P52167 Order No. 246259 & 246260 Sheet No. F1 . 2 07 EAVE SPAN CHANNEL 08 FIELD CUTTING REVISION By WHEN INSTALLING THE EAVE SPAN CHANNELS START WITH A 5' CHANNEL FOLLOWED PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS Date WITH 10' AND END WITH A 5' EAVE SPAN CHANNEL. CHANNELS WILL OVERLAP AT EACH SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT PART# INDEX END. SPAN CHANNELS SHOULD START AND END AT THE MIDPOINT OF A BAY WHENEVER GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED POSSIBLE. SEE ROOF FRAMING PLAN TO DETERMINE WHICH P/N'S TO START & END FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS WITH. INSTALL BOLTS TO SPAN CHANNELS THROUGH TOP TRACKS OR HEADERS A 2'-0" BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND PART DESCRIPTION OC. FIELD CUT EXCESS AT END OF RUN. DIRECTION. GOOD QUALITY & ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK 176313600 exterior wall panel, 11'-4" IWHT NEEDED AND PROVIDE FOR A GOOD APPEARANCE. 366314400 26 a. SW. trim panel/frame, IWHT 12'-0" 376314400 26 a. CNR. trim panel/frame, IWHT 12'-0" 78 EXTERIOR A—PANEL FIELD CUT FIRST PANEL TO REMOVE FIRST RIB IN ORDER TO MISS THE 426312200 26 a. sill trim IWHT 10'-2" long BOLT HEADS WITH THE PANEL SCREWS. ASSURE THAT THE PANEL RIBS ARE 5045010026 26 a. eave trim dsw 10'-2" MBLK OFFSET FROM THE V-0" GRID LINE. 5045011026 26 a. eave trim bsw 10'-2" MBLK 6 6 5 5045010026 2' SAVE SPAN CHANNEL 0 5045010026 2• EAVE SPAN 2. 5045010026 5045011026 TOP TRACK CHANNEL 5045011026 EAVE SPAN CHANNEL EAVE SPAN I I 7 CHANNEL HEADER HEADER HEADER GIRT r NCo r J � � 18 j P q4-How r + t 2.0 GIRT , QAC 0 5�}•— DOUBLE JAMB STARTER JAMB STARTER JAMB 13 366314400 176313600 2 176313600 14 2.0 U c rn ROLL-UP DOOR ROLL-UP DOOR GIRT (n o T ROLL-UP DOOR � o 0 376314400 Ld F- n, o a BLANK *07 ENDWALL N o -� E °" 'o a � L C U O C BASE TRACK 3 Z o c 426312200 2• 426312200 _j o R• m tna � � � o tructural tru'Aural = O N '�_ Lf) O F- k C� ine 'ne tructural V a E O � L if I- l" •� � � �. C1 O A DOOR FRAME SIDEWALL WZ BLANK ENDWALL ELEVATION BLANK SIDEWALL PANEL/DOOR FRAME ELEVATION B 7'10881 TEMPORARILY FASTEN SILL TRIM WITH 2-SCREWS. PLACE SCREWS WITH NOTE: TEMPORARILY FASTEN EAVE TRIM WITH 2-SCREWS. PLACE SCREWS WITH TEMPORARILY FASTEN EAVE TRIM WITH 2-SCREWS. PLACE SCREWS WITH �. CONSIDERATION AS TO WHERE PANEL RIBS WILL LOCATE LATER. THE RIDGE CAP (NOT SHOWN) IS FASTENED CONSIDERATION AS TO WHERE ROOF CLOSURES AND FASTENERS WILL CONSIDERATION AS TO WHERE ROOF CLOSURES AND FASTENERS WILL 4 x 7//g" SILL TRIM MAY REQUIRE FIELD NOTCHING WHERE BOLT HEADS MAY TO THE ROOF UNDERNEATH THE RAKE BE INSTALLED LATER. BACK SCREW THE BOTTOM OF THE TRIM TO BE INSTALLED LATER. BACK SCREW THE BOTTOM OF THE TRIM TO G HEAD ADAPTER TRIM CAUSE TWISTING OF THE TRIM. TRIM SHOULD BE INSTALLED FLAT. TRIM WHEN NECESSARY. CLOSE THE GAPS. BE SURE TO HIT THE UP OF THE TRIM. CLOSE THE GAPS. BE SURE TO HIT THE LIP OF THE TRIM. RAKE TRIM #12 x 1.25 ROOF PANEL SS ROOF ROOF PANEL ZAC HEAD RAKE ANGLE RAKE ANGLE ROOF PANEL / COLUMN CAULK TAPE (CUT TO LENGTH) 2 PLCS � CREW X 1 1/4" A-PANEL .a.ar"''" 760600 EAVE SPAN CHANNEL o #12-14 x 1 1/4" 760600 COLUMN SCREW 2 x 3/4' GIRT BASE TRACK EAVE TRIM ° ° 26P6CS -- �I ®sem—INSIDE ROOF CLOSURE CREW _ OUTSIDE CLOSURE '� " TOP CHANNEL ° (REFER TO ROOF PAGE) � 9600 (V2-14 X 1 1/4 ° ° A-PANEL SCREW EAVE SPAN CHANNEL #12 x 1 1�4OUTSIDE CLOSURE 760600 INSIDE CLOSURE PURLIN SCREW 79600 BACK SCREW 3'-0" O.C. 79500 760600 BACK SCREW 3-O —0" O.C. DOOR SIDEWALL (IF EAVE STRUT IS PRESENT, EAVE TRIM SILL TRIM PEAK BOX BACK SCREWING IS NOT POSSIBLE) HEADER EW COLUMN #12 x .75"' ° JAMB A-PANEL FOUNDATION SCREW SW COLUMN 8 RAKE TRIM ° A-PANEL BLANK ENDWALL/RAKE TRIM EXTERIOR WALL/SILL TRIM PEAK BOX BLANK SIDEWALL/EAVE TRIM DOOR SIDEWALL/EAVE TRIM 1 2 A-PAN EL/GIRT CONNECTION 3 4 5 6 A CONNECTION DETAIL CONNECTION DETAIL CONNECTION DETAILSCONNECTION DETAIL CONNECTION DETAIL 0 x E- E- NOTE: NOTE: IF NEEDED NOTCH OR SLIT ENDCAP FORd 4" 4" 4" ROOF PANEL OR ADAPTER TRIM CLEARANCE. Z a tructural tructural STRUCTURAL IWHT SIDE THIS WILL MINIMIZE ROOF LEAKAGE AND THE IJne ne COMPONENTSOwl Z' COLUMN 1'-0" 1'-0" 1'-0" AMOUNT OF CAULK NEEDED WHEN INSTALLING. � � Zo STARTER JAMBCO 0 0 W a+ STARTER 3'-0" COVERAGE REF. 0 0 W a STRUCTURAL COMPONENETS JAMB TRACHTE 26GA. WALL PANEL PROFILE C\2 O 0 0 tructural RIVET neBUILDING AS SHOWN USE 779600 AT INTERIOR OF 779600 THE BOTTOM. AT TOP OF RAKE TRIM ° El 36" O.C. SIDEWALLS USE 779600, a p-.4 0 E-FZ z � W tructural SIDEWALL AT THE TOP OF ENDWALLS U W ne TRIM RIVET COLORED SIDE " " USE 779500 ON EXTERIOR NOTCH o 36" ON CENTER EXTERIOR 26GA. WALL PANEL 1 —0 1 —Q SIDE OF PANEL OPPOSITE (IF NEEDED) / a °� 779600 A-PANEL CORNER TRIM 36 TYP• TYP• THAN SHOWN. 37 rtre _.. . END CAP / Date 1 1/4" COLORED SCREW ... �n�,a ' 3 3 22 11 / Drawn by TRIM WALL PANEL SO IT DOES NOT EXTEND BEYOND 1 " FROM THE JMN TRIM WALL PANEL SO IT DOES NOT EXTEND BEYOND 1j" FROM STRUCTURAL LINES. FIELD CUT TRIM PIECE TO DESIRED HEIGHT. IWHT SCREWS rEXTERIOR OF BUILDING IWHT A-PANEL Scale SOME SITUATIONS MAY REQUIRE FIELD NOTCHING. DRILL & RIVET IWHT SIDE THE STRUCTURAL LINES. FIELD CUT TRIM PIECE TO DESIRED / 1/2" HEIGHT. SOME SITUATIONS MAY REQUIRE FIELD NOTCHING. THE TRIM IN PLACE WITH MATCHING COLORED RIVITS. THE CORNER WALL PANEL IS INSTALLED WITH 1 1/4" COLORED SCREWS HATH THE COLORED / TRIM SHOULD BE PLUMB. / SIDE TO THE EXTERIOR. USE THE 1 1/4" SCREWS TO FASTEN PANELING TO THE DRILL & RIVET THE TRIM IN PLACE WITH MATCHING COLORED // Plan No. RIVETS. THE CORNER TRIM SHOULD BE PLUMB. STRUCTURAL COMPONENTS OF P BUILDING, USUALLY GIRTS OR EAVE/SASE P52167 ANGLE AND CHANNELS. THE TOP OF A ENDWALL WILL FASTEN THROUGH THE �/' RAKE TRIM AND INTO 711E PANEL - SEE RAKE TRIM DETAIL / Order No. EXTERIOR CORNER TRIM BLANK EXTERIOR SIDEWALL TRIM BLANK 246259 & 246260 WALL & DOOR JAMB FASTENING WALL & DOOR JAMB FASTENING Sheet No. 13 DETAIL 14 DETAIL � 8 A-PANEL PROFILE AND LAYOUT NOTCH ENDCAP AT RAKETRIM DETAILS F2 * 0 11 PANEL do JAMB TRIM SHOWN REVISION By 16 PDL DOOR ANCHORS <@> PARTITION SUPPORT AT DOOR SIDEWALL Date PART # INDEX PANEL AND JAMB TRIM IS SHOWN. IF RECESSED ENTRY IS THE ACTUAL CONFIGURATION, WHEN INSTALLING THE "EXISTING OPENING ANCHORS" (EOA) INSIDE THE DOOR SIDEWALL PARTITION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB PANT# DESCRIPTION THEN REFER TO THE RECESSED ENTRY PAGE. DOOR JAMB OF A PDL DOOR, TAKE CARE TO ALIGN THE CENTER SCREW ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS HOLES OF THE EOA WITH THE HOLES IN THE DOOR JAMB. THIS ALIGNMENT FALL ON THE STRUCTURAL LINE. THE SUPPORT WILL BE ON THE SAME SIDE 176313700 exterior wall panel, 11'-5" IWHT <13> FASTENER COLORS MAY REQUIRE THAT THE EOA FLANGES BE FACING EITHER UP OR DOWN IN OF THE STRUCTURAL LINE AS THE INTERIOR COLUMNS. SEE FLOOR PLAN 176314000 exterior wall panel 11'-8" IWHT FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. THE DOOR FRAME. FINISH THE INSTALLATION BY INSERTING THE PLASTIC FOR CORRECT ORIENTATION. GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE PLUG TO COVER THE HOLE OF A 53'4" DOOR JAMB. ON DOORS WITH A 176314300 exterior wall panel, 11'-11" IWHT VISABLE UPON COMPLETION OF WORK. 43'4" DEEP JAMB THE WEATHERSTRIPPING WILL CONCEAL THE HOLES WHEN 322619200 rake trim MLBK 16'-0" Ion INSTALLED. 376314400 26 a. CNR. trim panel/frame IWHT 12'-0" 426312200 26 a. sill trim IWHT 10'-2" Ion 5045007163 26 a. header "J" 1"x 1.38"x 6' IWHT 5045007263 26 a. jamb "J" 1"x 1.38"x 7'-6" IWHT 779341 4 1 322619200 TRIM EXCESS PANEL AT 77934-1 peak box 1 4:12 & 1 2:12 itch 2.0 2. EAVE 176314300 STRUCTURAL LINE, BACK— ANGLE LAPPING IS OPTIONAL 5045007163 2 176313700 176313700 176313700 176313700 176314000 176314000 176314000 176314000 176314300 F2.1 176314300 176314300 176314000 176314000 176314000 176314000 176313700 176313700 176313700 17631370IL0 2 13 13 376314400 (504f)007263)—, 376314400 �� NC? �� �O 18 G,'� � 11 DOOR * 1 DOOR 2 0 SIDEWALL , =` SIDEWALL--� 1 � i�• � � `Howar s2.03 095 :47:1111 11 11 IIR 11 1111 11 11 11 ob1 - 426312200 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 60'-0" (3 rn tructural 'ne tructural p VUi ,O A BLANK ENDWALL PANEL DETAIL ELEVATION, 1/4" PITCH 3 � .c CO (n i vi q j a oa Z a Q) o p cn J N o �> L q, 3 NOTE: MOUNT SWING DOOR JAMBS PER NOTE: MOUNT SWING DOOR JAMBS PERm °i ° N MANUFACTURER'S SPECIFICATIONS MANUFACTURER'S SPECIFICATIONS w °' � 'S `�'o •.c p a V2x11/4" O d SCREW 760600 r ` a JAMB TRIM A-PANEL CLOSURE SCREWS BY DOOR MFGR. A-PANEL GIRT 760600 SWING DOOR w� COLUMN GIRT #12 x 1 1/4" $CREW F.O. COLUMN r HEAD TRIM SWING DOOR SCREWS BY DOOR MFGR. PLYCO SWING DOOR JAMB 2 PLYCO SWING DOOR HEADER CONNECTION DETAIL CONNECTION DETAIL E- 0 O a E-+ Za Z Z W O W x P4 IL-1 H o H � Q U W .4 Z U f-1 o r Date 3/3/22 Drawn by JMN Scale 1/2„ = 1,_0„ Plan No. P52167 Order No. 246259 & 246260 Sheet No. F2 . 1 REVISION ey ofe D 'TAPE SEALER NOT SHOWN FOR CLARITY' 710962 USE A 2' x 2' CUT TO 23 3/4' LONG AS A SPACER TO HOLD 24' CENTERUNES FROM PANEL TO PANEL (AT FASTENING LOCATIONS) PART # INDEX 7,0x77 SSR PANEL 71199_ PART# DESCRIPTION 23 3/4" i.d. • 511123 8-18 ;K 3/4 HWHSD screw, BWHT 8 7109„ �� �� �� 1 2 8 7 6 5 4 3 -- 710962 NOT REQ'D O 5910006 218 18 a. e o ve top angle, 6.75 x 2 x 9 —10 2'-0' STANDING SEAM ROOF PANEL 1Ai i i i _____ ENDS, STEPS, OR 710986 _------ EAVES 5920019982 26 a. adapter trim 116'-0" Ion = 7,0969 2 PER CUP 9 710881 Tri—Bead Tape Sealer g a%• 7109,1 2,-p• D.C. THERMAL SPACERS -_-- 7F{ERMAL SPACER 710892 Minor Rib Tae Sealer W/2 7,0969 THROUGH EAVE TRIM _____=_==== 71199- NOT EAVE SPAN ANGLE NSIDE ------------ 710911 Metal Inside Closure EAVE tructural TRIM -________-_= PURUN U (PLACE ACROSS END WALL FRAMING AND CLOSURE (TYP.) high ctural PURUN FASTEN TO PURUN SPAN CUPS w/(2) SELF ______ TICAL LEG FL VIER USH710962 fIoatin ss clip tirnus 2 _ _ UR , �O* - ATTACH PANELS TO SAVE AND INSIDE CLOSURES AT THESE (8) -_____- w/ STRUC. UNE) INSTALL 4 3/8' LEG VERTICAL 710967 standinc seam roof Sha In 1001 LOCATIONS USING #12-14 x 1 1/4" ZAC® HEX HEAD SELF-DRILLING INSULATION 2 �1�- » 710881 (CUT TO 5') FASTENERS _ ENDWALL PURUN TEMPORARILY FASTEN THE LAST PANEL 710969 12-14 x 1.25 Hex head screw WITH A FASTENER OR VISE-GRIPS. THE SSR PANEL OVERHANG AT EAVE - FASTENERS MUST PENETRATE TRI-BEAD TAPE SEALER, INSIDE M zu , ..r PANEL WILL BE ATTACHED PERMANENTLY 710977 12 x 1.25 SDWW ZaC screw GALVM EAVE �� CLOSURES, EAVE TRIM AND UNDERLYING EAVE SPAN CHANNEL mom AREENINS ESE TRIM AND ADAPTER TRIM - BUILDING WITH GUTTER: 1-1/2' TO 2-1/4' BEYOND FACE OF EAVE TRIM _ IT EAVE TRIM THERMAL SPACER 710984 R-5 thermal spacer - BUILDING WITHOUT GUTTER: 5' TO 6' BEYOND FACE OF EAVE TRIM EAVE, WITH PROPER INSTALLATION OF INSIDE CLOSURES AND BY RAKE ANGLE mmm INSTALLING FASTENERS IN PROPER SEQUENCE 710985 R-5 thermal spacer cover 5 8" O �e`°r O2 EAVE FASTENER SEQUENCE 3 RAKE SUPPORT PURUN . 710986 thermalspace r 8 TERMINATION PANEL � » FIRST PANEL EAVE TRIM O (OR 18" OO.C.. DEPENDENT PENDENT O 710988 Insulation support banding, 1 ON SHEET WIDTH) .� 0F NE,y�, 71199_ Rake SU ort Angle, length variesNNSULATION NOT SHOWN FOR CLARITY NOTE. DO NOT EXTEND RAKE ANGLE OR ADAPTER TRIM BEYOND STRUCTURAL U4i NE ROOF PANEL IS NOT TO BE CUT OUT AS SHOWN. PANEL IS ONLY CUT AWAY TO � � 0 SHOW PARTS UNDER IT. � 2'-O' 760606 12-14 x 2 1 2" HWHSD screw ro9n 710977 2-14x1.25- ZAC HEAD 711OW /�.:" (NOMINAL 2'-0' MCELROY STANDING SEAM 710989 710985 2 PER 710989 2 14x1.25' ZAC HEAD 710881 710881 710881 SEE EAVE FASTENER r. 766000 1.5" O.d. fender washer #12-'4x1'25- ZAC HEAD 710989 2 PER �09B2 710994 � - 5920019982 = ROOF PANELS 24 ga. � y PATTERN DETAIL 710989 STANDING SEAM) 5920019982 710881dHOW ss " , „ , " TANDING SEAM UN-FACED INSULATION 766000 ROOF PAN � 2-14x1.25' ZAC HEAD) 71199_ � i' ROOF PANEL M � / i �C0 2 03. � ,f 7810785050 insulation,12" tabs 8 X 5 —0 X 50 —0 710966r A { RUNNING THE WIDTH OF ROOF PANEL 710881 BUILDING OVER PURUNS $ 710911 5920019982 Cr '47 - 760606 710881 APPLY A CONTINUOUS ROOF PANEL 710982 8 INSIDE CLOSURE �\ Q i .. UNE OVER EACH INSIDE 7199_ 2-14x1.25' ZAC HEAD V-6- (INSIDE -s �' INSIDE CLOSURE /710911 INSIDE CLOSURE #710911 71199_ CLOSURE FOR THE ENTIRE EAVE l'-6* MCELROY STANDING SEAM � '90F 710861 710881 UNE ALONG SAVE SPAN ANGLE 710969 710985 RIVIT (NOMINAL) ROOF PANELS 24 ga. =" 5' BELOW CLOSURE ONLY 5' BELOW URE ONLY RAKE ANGLE BIRD STOP 710881 M do ABOVE CLOSURE & ABOVE CLOSURE RAKE ANGLE m CUT TO FORM AROUND ACROSS ENTIRE EAVE ACROSS ENTIRE EAVE710969 THE TRIM HEADER or CHANNEL SDE WALL 7,0881 'A' PANEL a o m 2 PER CUP SPAN ANGLE EAVE TRIM 'A' PANEL a a 710881 SEAMING NOTE: EAVE TRIM EAVE SPAN ANGLE EAVE SPAN ANGLE a o VISUALLY CHECK TO SEE THAT THE r; •c � EAVE SPAN ANGLE HEADER COLUMN a STARTER JAMB PURUN 710967 SEAMS HAVE SNAPPED THE ENTIRE (3 LENGTH OF PANEL WHEN ASSEMBLED 5910006216 (CONFIRM COLUMN POSITION CORNER TRIM CORRECTLY, THE SEAM WILL LOCK CLOSURE PURUN W/FLOOR PLAN) COLUMN (�j vUi I s SAVE TOP RANO nonce w��•,a TOGETHER WITH REASONABLE PRESSURE o 3 0 EAVE TRIM APPLIED WITH HAND OR FOOT. r INSULATION FLAME AND SMOKE RATING CHANNEL 17_5x'°°°8218 HOWEVER, IF A PROBLEM IS THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE ATTACH TO JAMB NOTE INSULATION NOT SHOWN FOR CLARITY STARTER JAMB ENCOUNTERED IN FULLY SNAPPING THE SEAMS TOGETHER, SUCH As VAPOR BARRI AN INCORRECTLY INSTALLED CLIP, DAMAGED PANEL UP, OR A BUBBLE U) c .� Co a TO NIERIOR LONG TAB INSULATION NOTE: HEADER & JAMB SIDEWALL IS CAUSED BY FAULTY ASSEMBLY, A SHAPING TOOL IS SUPPLIED THAT o o BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 RUNNING THE LENGTH U SHOWN. SIDEWALL MAY BE A-PANEL SIDE WALL HEADER SHOULD ENABLE THE SEAM TO BE LOCKED WITH A MINIMUM EFFORT. (n o ,� �; ci `' 3 a SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES BUILDING BETWEEN PURLINS BLANK ENDWALL & BLANK ENDWALL & 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS TABS WRAP OVER PURUN a c ° o BLANK ANa T°`'S SIDEWALL STANDING SEAM ROOF STANDING SEAM ROOF STANDING SEAM ROOF STANDING SEAM Z - Cc, a w TO MEET OR EXCEED THESE REQUIREMENTS. o g SIDEWALL ROOF INSULATION w/SS—ROOF W DOORS DETAIL AT EAVE DETAIL AT PURLIN q & RAKE TRIM DETAIL 5 ROOF PROFILES o `� U) o �, O O — 0 RAKE ANGLE / ADAPTER TRIM Xc LOWER RAKE ANGLE IS NOT NEEDED ON 1/4:12 PITCH BUILDING W/ ENDWALL DOORS NOTE: FOR THE LONG TAB BANDED ROOF SYSTEM THE TOP LAYER OF INSULATION PLACE ACROSS ND WALL FRAMING WITH VERTICAL LEG FLUSH WITH BUTTING SEAMS WILL SIT ABOVE THE SIDEWALL TRACK AND PURLINS SCREWS WITH FENDER `n WASHERS ARE NOT REQUIRED. W k Co STRUCTURAL LINE. INSTALL 3 %" LEG VERTICAL. NOTE THAT RAKE ANGLE 710962 e U o o o 112-14 X 1-1/4' SCREW \ AND ADAPTER TRIM ARE NOT TO EXTEND BEYOND THE STRUCTURAL EAVE 2 PER CUP Q O 4 LINE OF THE BUILDING. 4' ROOF INSULATION UNFACED INSULATION 2'-0' STANDING SEAM NO VAPOR BARRIER ANGLE ADAPTER TRIM ROOF PANEL 24 GA e e SSR PANEL 7 THERMAL SPACER 2 4 e PLACE ACROSS END WALL FRAMING WITH VERTICAL LEG FLUSH WITH 710986 5 8' . STRUCTURAL LINE. INSTALL 4 " LEG VERTICAL. NOTE THAT RAKE ANGLE START WITH S-0' VIDE INSULATION710881THEN CONTINUE MATH 4'-0' ROLLS AND ADAPTER TRIM ARE NOT TO EXTEND BEYOND THE STRUCTURAL EAVE FOR REMAINDER OF ROOF LINE OF THE BUILDING. o �8 INSIDE CLOSURE PURUN o 6 199_ SW TOP TRACK FIELD CUT CLOSURE AT STRUCTURAL LINE IF END WALL HAS CLOSETS. DO NOT WALK ON THE MINOR RIBS. WALKING ON THE MINOR RIBS MAY RESULT IN 760606 PERMANENT DAMAGE TO THE ROOF PANEL DAMAGE MAY INCLUDE ROOF LEAKS, 710965 %e°jy a CUT CLOSURE TO EXTEND 1 Y4" PAST STRUCTURAL LINE IF END WALL IS STANDING WATER, OR AESTHETIC DAMAGE s• A-PANEL. 710984 I I I ®r 7108-2 �. DO NOT, UNDER ANY FULLYCIRCUMSTANCES.ACD STEP ON THE PANEL AT THE PANEL ENDS ROOF PANEL + „; APPLY TRI-BEAD TAPE SEALER UN71L THE PANEL IS FULLY ATTACHED. THE ROOF PANEL MAY NOT SUPPORT THE RAKE ANGLE SPAN CHANNEL ���� wnVA TO MALE LEG OF SSR PANEL ROOF CLIP WEIGHT OF A PERSON AT THESE LOCAT1oNs _ STARTING END 9' EW PURUN DIRECTLY OVER INSIDE CLOSURE POSITION THE CLIP AT EACH PURLIN. ROTATE THE CLIP ON THE MALE LIP IF THE PANEL MUST BE WALKED ON, PROTECT IT WITH 2x12 PLANKS THAT SPAN ��NMrAffr� ACROSS A MINIMUM OF 3 PURUNS. THESE PLANKS WILL HELP TO DISTRIBUTE THE of MOF SnP) 50' UNTIL VERTICAL. IT IS IMPORTANT THAT THE CLIPS PROJECTING LEDGE FITS LOAD, BUT PANEL DAMAGE MAY STILL OCCUR IF THE LOADS OR FREQUENCY OF LONG, 8' THICK, LONA TAB VENDWALL TRAVEL ARE EXCESSIVE EW COLUMN INSULATION RUNNING THE LENGTH 7810785050SNUGLY UNDER THE PANEL'S HORIZONTAL LEG AS SHOWN. FASTEN TO OF BUILDING BETWEEN PURUNS. VAPOR PURUN PURLIN. THE PANEL CLIP HAS FACTORY APPLIED SEALANT IN THE UPPER THE ROOF SHOULD BE SWEPT LEAN OF DRILL SHAVINGS AT THE TABS WRAP OVER PURUN TOPS. Bonds should be placed BARRIER TO INSIDE CLOSURE LIP. IF A CLIP MUST BE REMOVED, A NEW CLIP MUST BE USED OR END of EACH WORK DAY. FAILURE THD DO SO MAY RESULT INo-e,�,e 5'-0' and 2'-0' WIDTHS 2'-6' O.C. with white INTERIOR RAKE ANGLE ROOF INSULATION FASTENING OVERHANG DETAIL AT LAPPED GUN-GRADE SEALANT INSTALLED IN THE UPPER LIP. 1 6 RUST SPOTS. ,� 7 x. RAKE ANGLE °fx°'"1° #51ttz3 1 8 '� g 21 TAPE SEALER AT NOTCH O DETAIL O U .035 LAP DETAIL O RIB & . 12 PITCHs . ROOF PANEL & INSULATION LAYOUT (� ) 43 INSULATION INSTALLATItIIN SSR PANEL (TYP.) IT IS THE RESPONSIBILITY OF' THE ERECTOR TO INSTALL THE INSULATION WITH CONSIDERATION THAT ALL VOIDS IN AN INSULATED WALL NEED TO BE FILLED WITH INSULATION. CARE SHOULD BE TAKEN TO ASSURE THAT e a APPLY ONE HALF OF MINOR RIB TAPE SEALER AT EACH OF THESE LOCATIONS TO COMPLETE SEAL AT EXTERIOR AIR INFILTRATION TO THE INTERIOR OF THE BUILDING IS a EAVE. MINIMIZED. LIGHT SHOULD NOT BE VISIBLE THROUGH CRACKS AND e i 710881 CREVICES. CAULK OR OTHER REMEDIES TO THESE SITUATIONS IS NOT FAyF e 710892 SUPPLIED BY TRACHTE AND IS TO BE USED AND SUPPLIED AT THE (2) 1414 DISCRETION OF THE ERECTOR; AND/OR OWNER. `-" ' 7,°8x2 -� YOU MUST INSTALL THE INSULATION WITH THE VAPOR BARRIER TO THE 710892 CLIMATE CONTROLLED SIDE OF THE WALL & ROOF (INTERIOR). 710881 I CUT MINOR RIB TAPE SEALER IN HALF WIDTH-WISE AND APPLY ONE HALF TO UNDERSIDE OF EVERY I I F MINOR RIB OF SSR PANELS, POSITIONED TO CROSS �r , NSIDE TRI-BEAD TAPE SEALER AT EAVE; NOT REQUIRED \ CLOSURE (TYP.) AT HIGH EAVE OF LEAN-TO WITH HIGH EAVE TRIM AND OUTSIDE CLOSURES. 1 ' \\�� W E-i APPLY TRI-BEAD TAPE SEALER ON , PEI TOP AND SIDES OF EACH INSIDE I A CLOSURE TO COMPLETE SEAL AT EAVE. APPLY TRI-BEAD TAPE SEALER CONTINUOUSLY ACROSS TOP OF EAVE Q (si TRIM, POSITIONED TO CONTACT UNDERSIDE OF INSIDE CLOSURES AND TRI-BEAD TAPE SEALER APPLIED OVER INSIDE CLOSURES. (%1 O 0 24 TAPE SEALER APPLICATION AT EAVE z O � Z :4 0 PEI0 x zoo z h o x A U Z o e� 4 Z a a� o V Date 3/3/22 Drawn by JMN Scale N.T.S. Plan No. P52167 Order No. 246259 & 246260 Sheet No. G1 . 0 BYN 1g PARTITION SUPPORT AT BLANK WALL79 INTERIOR LINER PANEL NOTICE: INSULATION INSTALLATION ttia�ral REVISION Date PART # INDEX BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN FIELD CUT BOTTOM PANEL TO REMOVE FIRST RIB TO GIVE YOU A FLAT ne PART# DESCRIPTION INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. SURFACE TO SCREW THROUGH THE PANEL INTO THE BASE TRACK. It is the responsibility of the erector to install the insulation with REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY OF BLANK consideration that all voids in an insulated wall need to be filled BEAMG 102702 sill late sealer 3.5 x 25'-0" roll SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE INSULATED WALL: FOAM CLOSURES with insulation. Care should be taken to assure that exterior air COLUMN LEG 104168 Rawl Anchor Bolt FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A A 1/8" BEAD OF BUTYL CAULK (6051006090) IS TO BE PLACED ON EACH ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE SIDE OF FOAM CLOSURES WITHIN INSULATED WALLS TO ASSURE AN infiltration to the interior of the building is minimized. Light should 760600 3082 — 29 a. PT. paiel, GALVM INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR ADEQUATE SEAL. 5910000114 14 a. save to track 3.88" x 3.13" x 10' Ion PLAN FOR PARTITION CHANNEL PART NUMBERS. not be visible through cracks and crevices. Caulk or other remedies 5910006418 18 a. eave to angle, 6.75" x 2" x 11'-10" <4 HANGING INSULATION ® 10' BAY 2� INSULATION FLAME AND SMOKE RATING to these situations is not supplied by Trachte and is to be used and 5910008918 18 a. eave to angle, 6.75" x 2" x 15'-10" ON A TYPICAL 10' WIDE AREA HANG (2) 5' WIDTH OF WALL INSULATION THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE supplied at the discretion of the Erector and/or Owner. AT OLAP DETAIL VERTICALLY. FASTEN INSULATION AT APPROX 24" CENTERS TO TOP BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 760600 5910012218 18 a. eave to angle, 6.75" x 2" x 13'-10" STRUCTURAL COMPONENTS WITH #710969 SCREWS AND #76600 FENDER SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES 5911042318 18 a. to base track 3.88" x 16'-0" long WASHERS. OTHER BAY WIDTHS MAY USE DIFFERENT INSULATION WIDTHES TO 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS VAPOR BARRIER IF INSULATED. 760600 ONE SIDE FILL IN WITH A MINUMUM OF CUTTING FOR EXAMPLE A 12' BAY USUALLY TO MEET OR EXCEED THESE REQUIREMENTS. You must install the insulation with the vapor barrier to the climate 710969 OTHER SIDE 5987001118 18 a. PT. rake angle, 21' Ion 5950030618 18 a. support, insul BW 10'-4" EV HAS 3) 4' WIDTH PIECES. controlled side of the wall& roof(interior)p 7810042050 insulation wm i-vr 4" X 2'-0" X 50'-0" (FOR FIREWALLS) COLUMN 760600 „ " NOTE: SECONDARY COLUMNS m 7810045071 insulation w )—vr 4 X 5 —0 X 71 —0 Orientation of secondary columns, for insulated walls, differ from ALL 3 HOUR FIREWALLS ARE INSULATED. 2'- 0" WIDE non-insulated walls, check floor plan for proper column orientation. PANEL INSULATION IS PROVIDED TO FIT THE 2'- 0" OC STUD 29 ga. GALVANIZED (LENGTH VARIES) SPACING. ALL EXTERIOR WALLS, JAMBS AND HEADERS HAVE SPRAY FOAM INSULATION BY OTHERS FOUNDATION 2 Ss87oo1118 3 PARTITION PANEL FASTENING DETAIL 591 00001 1 4 ATTENTION: Partition wall panel lengths were determined with I1.0 the panel starting at least 3X:' In from the sidewall. All L-1"0PURLIN — buildings 25' or more will have 2—panels that lap at a Interior column line. The panels should overlap at least by 1'. \ / 5910006418 KN 5910008918 5987001118 10 5910012218 I1.0 GIRT GIRT I ON Cb \ 5911042318 •'�- ' � ° / �1 Howartu I 2 X2.03. 4 09- PURLIN RAKE ANGLE PURLIN Wit- n d- n � A,��F£'SSt�ti, p p EAVD F>j ESPAN-17 EAVE CHANNEL CHANNEL .-- 7810045071 20 117810045071 20 W L� I1.0 INSULATION 20 GIRT GIRT W / 760600 0 WC: � rn 3082 3082 ( 3082 - RAKE ANGLE V o c 4A TOP ANGLE INSULATION 2 � � � Q1-goop, I 7810045071 20PARTITION PANEL VAPOR BARRIER VAPOR BARRIER `\ / V)LIM ` vi j Q PARTITION PANEL 9 CD a o a) C o o CATE CONTROLLED SIDE 4B CLIMATE CONTROLLED SIDE 760600 7 6 Z E O -0 I1.0 5911042318 BASE TRACK 760600 - o Q') 3 102702 SILL PLATE SEALER a > °i °o N - // m in � Q� co o FOUNDATION FOUNDATION 9 FOUNDATI N w S PARTITION PANEL I- 3 x m o 3 Ii.0 I1.0 o a� -o 0 I1.0 INSULATION 20 - U o s \ E o -� A INSULATED E-NDWALL FRAMING B INSULATED SIDEWALL FRAMING OINTERIOR INSULATED LONGITUDINAL FOUNDATION 15 �WALL FRAMING @PURLIN INSULATED ENDWALL/SIDEWALL 2 INSULATED ENDWALL 3 INSULATED SIDEWALL @ BASE TRACK @ TOP @ EAVE fractural LET THE SILL SEALER EXTEND 1/4- TO PURLIN STR JAMB THE NON CLIMATE CONTROLLED SIDE 779600 tructural the CLIMATE CONTROLLED SIDE OF THE TRACK. THIS PROVIDES FOR A 6051050390 TRACK a (VAPOR BARRIER) GOOD SEAL WHERE THE PARTITION 0 20 PT PANEL ins 710969 INSULATION � 20 PANEL ABUTS THE FLOOR WHEN TRANSVERSE INSULATION — CLIMATE CONTROLLED SIDE PARTITION LONGITUDINAL STR JAMB POSSIBLE. (VAPOR BARRIER) PANEL COLUMN PARTITION PANEL CUP PARTITION PANEL BEARING / SEC. COLUMN INT COLUMN PANEL LEG 6051050390 (LENGTH VARIES) SECTION VIEW CLOSURES do CAULK NOT SHOWN ( 6051050390 779500 sn FOR CLARITY. 710969 104166 AT OVERLAP DETAIL 5950030618 19 `�- BSW COLUMN '.00 oo SEC COLUMN SEC COLUMN 710969 BSW COLUMN 760600 �tine ructural 710969 SEC COLUMN SEC COLUMN ® 0 779500 779600 PARTITION ANGLE 710969011 PURLIN 760600 104168 PARTITION PANEL # / 01 710969 INSULATION 20 TRACK 12x1-1 4" - 710969 INT COLUMN 0000 INT COLUMN INSULATION ONE SIDE PARTITION PANEL SILL PLATE SEALER 20 PART. ANGLE 760600 120/4" - 760600 TRACK TRACK 760600 779600 OTHER SIDE PARTITION SILL SEALER TRACK PANEL 6051050390 SEC COLUMN 760600 SEC COLUMN/STUD 0 FOUNDATION .0510503900 INSULATED LONGITUDINAL WALL SECTION @SECONDARY COLUMN 4A INSULATED BLANK SIDEWALL 48 INSULATED DOOR SIDEWALL g LONGITUDINAL INTERIOR WALL LONGITUDINAL INTERIOR WALL THRU TRANSVERSE PARTITION @ 12 LOCATION/INSULATED LONGITUDINAL W @ COLUMNS @ STR JAMB FRAMING @ BASE TRACK FRAMING @PURLIN 1 PURLIN LINE PARTITION WALL INSULATION) 0 E- � W CLIMATE CONTROLLED SIDE (VAPOR BARRIER) INSULATION 0 a o Z 6051053390 6051050390 CAULK O C3 W SEC COLUMN o 779500 6051050390 CAULK COLUMN or STUD Z N O O E- 710969 PARTITION PANEL F-' '� 710969 SEC COLUMN 760600 PARTITION PANEL 2 E-+ p U tructural EW COLUMN COLUMN or STUD .a � Z � � w Z ins SEC COLUMN >4 ,� r�-t U V777777771 Ezzzz=� SECONDARY779600 CLOSURE o WALL tructural SEE FLOOR 779500 CLOSURE o ins PLAN FOR 760600 PART. SUPPORT ORIENTATION Date SECONDARY PART. CHANNEL 3/3/22 / WALL Drown by / 779600 PARTITION PANEL JMN 6051050390 0 Scale 1/2 to it—off 760115,11,1111,11 Plan No. PARTITION PANEL P52167 No. 13 INSULATED END WALL 4 INSULATED END WALL 5 LONGITUDINAL/TRANSVERSE WALL CAULK TAPE & CLOSURE INSTALLATION Order er No. & 246260 @ SEC WALL INTERSECTION @SEC WALL INTERSECTION INTERSECTION Sheet No. 11 . 0 08 FIELD CUTTING Ko"REVISION 87 PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS Date SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED PART# INDEX FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND PART# DESCRIPTION DIRECTION. GOOD QUALITY do ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK 5920010126 26 a. gutter, sculpted, MBLK NEEDED AND PROVIDE FOR A GOOD APPEARANCE. 5920010226 26 a. gutter, endcap, LH MBLK 31 DOWN SPOUT SPACING & LOCATIONS 5920010326 26 a. utter, endca RH MBLK DOWN SPOUTS ARE TYPICALLY LOCATED 40' O.C. (MAX). SEE FLOOR PLAN 5920010582 26 a. trim hanger, utter, GALV FOR ACTUAL LOCATIONS. 5920112326 26 a. gutter,downspout strap 4" x 6" MBLK 5920310526 26 a. downs out assembly, 4" x 6"MBLK 11'4 EAVE 6051050390 10.1 oz. tube metal roof sealant C C 5920010582 5920010582 5920010126 5920010126 \,;�OF NEW,,, CSP * a til n. How rou HEADER0 HEADER d1.0 GUTTER 01�a 09r- 31 9x31 5920310526 31 5920310526 DOUBLE JAMB 5920112326 5920112326 2 trn cy) d1.0 ROLL-UP DOOR 3 ROLL-UP DOOR (n o 3 0 a- a� � 3 5FIELD DRILL & RIVET =Jl.0 5920112326 920112vi ; cL FlELD BEND TABS `o DOWN 90'. TABSLAP Z INSIDE OF DOWNSPOUT. p o ° �>> 2 J a Q_ a -� 3 DOWNSPOUT Ld U i I ° - tructurol DOWNSPOUT DROP AND A BLANK SIDEWALL WITH GUTTER B DOOR FRAME SIDEWALL WITH GUTTER OC GUTTER CONNECTION rt14 X 7/8" SCREW GUTTER HANGER W/EPDM WASHERS 02 O.C. GUTTER SS-ROOF PANEL S Igoy INSTALL RIVETED FASTENERS SHOULD BE TABS LAP INSIDE OF DOWNSPOUT. 14 X 7/8" SCREW INSTALLED ON "OPEN" GUTTER BOTTOM 6" OPTIONAL STARTER DOWNSPOUT SEAM TO SIDE OF SEAM. HOLE TO CUT TABS BUILDING SIDE GUTTER HANGER RIVET EAVE TRIM 3 SIDES. T JAMBS/PANEL DOWNSPOUT DOOR JAMB ANGLE TOWARD OR A—PANEL 4 1/2- REF. 4" BLDG. / _— STRAP �t DOWNSPOUT STRAP DOWNSPOUT SSR PANEL ONE AT MID OF DOWNSPOUT. APPLY SEALANT FIELD DRILL & RIVET ONE 10" FROM BOTTOM. 1/4" REF. AROUND CORNERS TO CREATE TABS, FIELD CUT AT Z 6" DOWNSPOUT RIVET 10" REF. LOCATIONS OF DASHED LINES 4 PER STRAP AT LOCATIONS OF SOLID LINES, BEND TABS DOWNWARD 90' •—loo FIELD CUT FROM TOP TO DESIRED HEIGHT tructurol GROUND GROUND GUTcTER DETAIL 2 DOWNSPOUT DROP HOLE 3 DOWNSPOUT AND STRAP STANDING SEAM ROOF w .�S ROOF CONNECTION GUTTER HANGER SECU REM EN T x E- w A CAULKED DRIP EDGE (CAULK BY OTHERS OPTION 1 OPTION 2 z a , (option 1) ROOF PANEL SEE OWNER FOR PREFERRED OPTION. SEE OWNER FOR PREFERRED OPTION. IF NEEDED NOTCH GUTTER AS REMOVE REAR TAB O Z W SHOWN TO ALLOW FOR A LAP IF NEEDED TORAKE TRIM O w Fl JOINT. CAULK WITH ROOF SEALANT STANDING SEAM ROOF STANDING SEAM ROOF w ►� AT THE JOINT. SMOOTH EXCESS CLEAR ROOF PANEL. ® w DCAP CAULK TO ALLOW FREE FLOW OF Z O O WATER. ® a' a 'E"'/ O EU-� Edi\ Z �D ® � U ® 8 ( N Q, ® � GUTTER ® i� Date GUTTER 3/3/22 HAND FORMED EDGE REMOVE FLANGE Drawn by (option 2) \ \ RMT GUTTER HANGER ® � �� 8 JMN Scale BEFORE INSTALLING GUTTER. OPTION 1 CREATES A 1/8- BEAD 5 PLCS. MIN. 1 2" = 1'-0�� OF SILICONE BASED RTd CAULK (BY OTHERS) ALONG THE 2' O.C. / APPLY SEALANT AT ENTIRE UNDERSIDE EDGE OF THE ROOF PANEL TO PREVENT 5920010226 WATER FROM RUNNING UP THE PANEL DO NOT USE BUTYL RIVET LOCATIONS #14 X 7/8" SCREW GUTTER WEND ( 6051050390 5920010326 W DM WASHERS CAP INSTALLED Plan No. CAULK or ROOF SEALANT HERE). IN LIEU OF THIS A 1/8" TO GUTTER P52167 1/4" 30' BEND CAN BE: HAND FORMED ON THE LOW EDGE SEALANT 6051050390 X14 X 7/8" SCREW TABS LAP INSIDE WITH SEAMING PLIERS TO CREATE A DRIP EDGE. TAKE CARE SEALANT ONLY OF GUTTER. GUTTER WEND W DM WASHERS GUTTER HANGER Order No. TO OBTAIN A GOOD APPEARENCE WHEN CHOOSING THIS CAP INSTALLED PREFERRED METHOD. W KNDCCAIP 2' 0.C. 246259 & 246260 REQUIRED DRIP EDGE ON ROOF GUTTER SEAM/LAP DETAIL GUTTER ENDCAP DETAIL GUTTER AND RAKE TRIM GUTTER AND RAKE TRIM Sheet No. PANEL @ GUTTER ONLY CONNECTION DETAIL CONNECTION DETAIL J 1 . 0