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HomeMy WebLinkAbout45134-Z v`p�0 coG Town of Southold 12/8/2022 P.O.Box 1179 �}W 53095 Main Rd • Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43 661 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. 45134 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#5) The certificate is issued to 11900 Oregon Rd LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45134 11/29/2022 PLUMBERS CERTIFICATION DATED uth rizid ignature TOWN OF SOUTHOLD o�SufFoiK� BUILDING DEPARTMENT Call TOWN CLERKS OFFICE oy • 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#: 45134 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 #5 as applied for per site lanapproval. 9 9 L 9 ) PP P P �ri55=�Q22 AMEND_Permit:` to 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 S�fFQl,�co�i BUILDING DEPARTMENT TOWN CLERK'S OFFICE � y • Q�` u'r'' 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#: 45134 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 #5) 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 - MMERCIAL $50.00 $5,100.00 Building Inspector j Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application_must be filled in_by_typewriter_or ink and submitted to the Building_Department.with_.the_following___ , A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey,of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$.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: J (check one) Location of Property: Ho se No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000,-Section Cl 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: $ J Applicant Signature pF SO!/T�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.deviin(aD-town.southold.ny.us Southold,NY 11971-0959 �y�OUNT`l,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 11900 Oregon Rd LLC Address: 11900 Oregon Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 45134 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 X 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 14 Wall Fixtures 10 Smoke Detectors Main Panel 100A 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 11 Pump Other Equipment: 100A Panel 20 Circuit/ 15 Used Notes: Storage Building # 5 Inspector Signature: -2S,/t>eDate: November 29, 2022 S.Devlin-Cert Electrical Compliance Form f # TOWN OF SOUTHOLD BUILDING DEPT. - `ycOUrm 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _ ow f DATE / INSPECTOR SObIyOlo V - * 'X` TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [/] FINAL ULATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PP7 C/O [ ] RENTAL ZMARKS: < < C�4-1� • DATE �if a_ wk INSPECTOR 7r #Aiiky 11 ii f 1. r �� �• 'Igrj n f • e ' i' ♦r t i • THERMALL Cleveland,OH • Lancaster, PA • Madison,Wl • Atlanta,GA • Orlando,FL • Dallas,TX • Phoenix,AZ • Sacramento,CA { WMP-VR POLYPROPYLENE/SCRIM/KRAFT I Meets ASTM C1136 Type IV FACING COMPOSITION DESCRIPTION VALUES(ENGLISH) VALUES(METRIC) White Film Polypropylene 0.0015 inch 38.1 micron Adhesive Flame Resistant Reinforcing Tri-directional 5/inch(MD) 20/100 mm (MD) Fiberglass/Polyester 4/inch (XD) 16/100 mm (XD) Kraft Natural 11 lbs/3000 ft2 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/hr-ft--in Hg) Bursting Strength ASTM D774 60 psi 4.2 kg/L.m2 Puncture Resistance ASTM C1136 125 beach units 3.7 Joules Tensile Strength ASTM C1136 40 Ibs4hch width (MD) 7.0 kN/m (MD) 30 Ibsfinch width (XD) 5.3 kN/m (XD) Caliper/Thickness Micrometer 0.008 inch 203 micron i. Accelerated Aging 30 Days Q No Corrosion No Corrosion I, 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 C 73*F(231C) No Delamination 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% I. I FIRE TESTING l UL-723/ASTM E84 CAN ULC-S102M BRITISH STANDARD 476 Z i Flame Smoke Flame Smoke Parts 6`and 7 Spread Developed Spread Developed Summary Report Film Exposed 10 10 15 30 u vucaa.c II I� Kraft Exposed 15 5 15 45 Physical Properties based upon statistical averages, Weight/Thickness+/-10% 6 s! li I� } ii ,PLUS ThB TECHNICAL DATA SHEET(TDS) 1 CSI 09 96 46 1.800.989.8577 www.nobum.com I` MANUFACTURER 4. APPLICABLE STANDARDS No-Bum,Inc. No-Bum°Plus ThB may be specified in compliance of the following: 1392 High Street,Suite 211 AC377 ECO17 Wadsworth,Ohio 44281 AC456 GSA PBS-P300 www.noburn.com ANSI/ASHRAE/ICC/USGBC Standard 189.1 ICC/ASHRAE 700 NGBS I ANSI/NSF 51 IgCC DESCRIPTION ASTM E84 LEE v3 2009&v4 No-Bum"Pius ThB is a water-based thin film Intumescent coating when ASTM E96 NFPA 286 exposed to high temperatures and flame, intumesces creating a char- GARB SCAQMD Rule 1113 barrier protecting treated Substrates from fire. Certified to be applied CDPH(CA Spec 01350) UL 1715 ; to a variety,of Substrates,fire performance compliance is achieved with CHPS the appropriate wet film thickness. I� 1. PRIMARY USES lVar Film Spread For use in new and existing buildings,complying with the IBC1, IMC°, roti tbt THdo� Rate ;i IRC•,IEBC°and other applicable codes or standards,Plus ThB is utilized BASF Er~GOpen Cell SPF TB lavuet 175sq ft/gaL i( in applications where it provides: BASF&zbtL*NMOpmCeASPF TB 14wet n5sq ftl�pL • Interior Finish Classification Class I or Class A:FSO/SD 10 ak%&aB418openCe1SPF TB 14vid Wsq-fthpl- i BASFsprdydte'SPQ�edCeISPF TB 14 wet 1155q.ft/PL • Alternative or Non-prescriptive Thermal Barrier I BASFSpraytde*1M0as®dCe[1SPF TB 14 wet Mm.ft/gaL • Alternative or Non-prescriptive Ignition Barrier BASFSpraVWM205 Qe5gF T8 14wet Msq.ft t • Class III Vapor Retardency MSFSplaydm*17S [dSPF TB 17 wet 94s41t/gaL f BA5FSpr4dte*M206Ce1SPF TB 17wat 94 sq.ft/gA Code Compliance Evaluation Reports:ER 305&TER 1905-03. BASFWWbbL1 SCERSPF TB 17 via 94s4ft/gaL BASFWWbe us-NabsedGel SPF TB 17 wet 94s4ftA& Installation Verification:SPFA-148. BASFWaAdt MP*OosedCdSPF TS 17we 9454ftAA ?' BASFSprayite Gtritrt[kaedCeUSPF TB 14wet 115scift/gdL 2. SPECIFICATIONS BASFspraybm*C0M[XtFhsOasedGel 5PF TB 14vid Ms4ft)I;A Color: Opaque/White/Gray/Dark Charcoal/Tinted eA-%Spraynce•e,x+ditlacat SPF TB 14 Viet 115s48JgaL amyspaytite-LWP-L aced SPF TEL 14wet n5m t1kaL White BASFwalmle*LwP�smceusPF TB la wet 115s4fU&� reaff M. = BASFwalete*Ff'+60asedCdISPF TB 14wet Ms4ft.4i i Finish: Flat BASFWaltite*200CeMSPF TB 17Wet 94sq.ft/g8t VOC Content 18 g/L EPA Method 24 Carfde5eatfitePmOpetCefl5PF TB 14 wet 115sq.R/gai. l CarfisieF®rsm0am5oW0perCeflSPF TB 14 wet 11ssq.ft/gd. Dry Time: 60-90 Minutes oridesmrrlmproHihyiddopece@SPF TB 14 wet 115s4ftF&3L Pails: 5 Gallons(19 L),58.5 lbs. CarWkwrmdam500perCASPF TB 14wet Msq it./pL Drums: 55 Gallon Drum(208 L),net 45 Gallons Gvfs1e5eaI teP%NohftopetCeASPF TB 14wet 315sq.ft/o. CaddesearrheproCbeedCaUSPF TB 14wet 1155q.ft/gai. , (170 L)586.5 lbs. Carlisle F eChsedGelSPF TB 14wzt 115s4ftdjpL Shelf Life: 12 Months CarksleSealrmeftOna2eoCeISPF TB 14wet Msq ftJ&L Cure Time: 24 Hours CarrdeFoaTWateHF00mWGe2SPF TB 14vrzt 315s4ft/gal. Boiling Point: 212'F 0���'�� TB ]5wet �s4ft/� Freezing Point: 32'7 c�roe°�ces5PF TB 16� 1Wsq.ft1p I' DwdwHea1kkH 0KhLiPcdosWG0SPF TB 16wet 100sq ft/gal. li %Volatile by Volume: 33% Dsrd1ecNeatl*HMProOn3edCeIISPF TB 16 wet 100%ft/PL Specific Gravity: 1.25 oerjmFleatbkxriamedGdsPF TB 16Het irosc�ftj#L owv1ec cXrivppsedGelSPF TB 16wet M0sq.ft/pL , Viproduct Safety Data Sheet (M)SDS and Best Practices for Safe EnegyoneAkaEOA20oDc1�5PF 14 wet llss4ft/gaL view P Gam Western FaprayFa5000penGdSPF TB 14vvd USsc4ft/gal. j Handling&Storage for more information. GaoWemn1M(1--!dC.p115PF TB 14vset 315s4ft&k (' GaoWestan0nePes5F1M0asedCeISPF TB 14wet 115sgfLJgaL GamWestern TS 14wet Msq.ft/gal. 3. PRODUCT PERFORMANCE tjVL No-Burn° Plus ThB may be used for the Primary Uses expressed. As a � "� 14 wet Ms4tAPL component in an alternative ignition barrier assembly or thermal barrier Gea�Co�tAua-7fo*060MaxP encdCeF TB 14� 115sq ft*i p Y GerseralCQatugSUltra-TFs�e�OMaocPrpOpenCelSPF TB 14wet 115sq.it/gat It assembly,Plus ThB is an intumescent fire protective coating for interior GataalcoatVwaa--tanel5Nopmcan 9* TB 14wet 135s4R1giil. spaces where spray polyurethane foam is installed. Applied in a one- Ge era1GaMVLkra-7ham170OnwdCElspF TB 14 wet 115 sq.it/gai. coat application,Plus ThB is passively protecting the spray foam surface GerealCmdrigs ei-ju e2@ClosedCaRSPF T8 14 wet 115sq.ft/pL I Ge,eralCaatbWUb-&niane202FVkftCwedCe9 SPF Te 14 wet n5sq.ft&L by delaying the temperature rise of the foam, and by delaying or C>maalCaa>iVUba-lham205HPO aasedcenSFF TB 14 wet 115s4ft gal. preventing the foam from igniting. CmanedCoaEnoUltriTham2MHF0lightTtOcsfdCe® TB 14wet 115sa.R/gd.kVn {. Applicable for open cell and closed cell spray polyurethane foam,Plus Wiele�opraOpenCe TB l6wec 10os4fc%L {" PP P kyneseUa�UltraOpesCdISPF TB 16wet ]OOsq.ft/gal ThB provides the fire protection and Class III vapor retardency as code IryneteLbaSded0penCeRSPF TB 16wet 300sq.ft/&L i requires for residential,light commercial and commercial construction. kvnffw PhisOpenCeISFF TB 16wvt 1 100s4 L&L Complies with USDA requirements for incidental food contact and A'tt^"wThemW Ba"lerrM)A Q1 bre;Eva1va°'onRepom:Ei3°'Table2&Te M5433Table 1. ANSI/NSF 51 Food Zone Materials. 'A:tem icive lgrg6on Sanies(15)Amemblies;Evaluation Reovro:ER 905 Table 9&TER L905-03 Table 2. i ii N,,��-BURN` PagelotB FIRE WISETM �! i �I ` I1 PLUS ThB � TECHNICAL DATA SHEET(TDS) { CSI 09 96 46 1.800.98948577 www.nobum.com Table i Continued Table I Continued Substrate substrw. I Tf3t'o�Flltri' Spread' TBI or FFlrti '" Spread lvlaterfal 161 Thicimew hate tlllateihl IBI ThI mmess fiats bM"PrkmCdd0penCe9SPF Til 16wet 100sq.ft/gaL DatalecSealeWae5000petCe1ISPF B 6wet 2679#fi-/6+1• 4maleNoNra0petCEgSPF TB 14 wet 1T54ft&t D8rdWA9ft6rVXA Open Cel SPF B WVAt M4ft/gY 11 i lereftas iQrisalCeflSPF T8 14wat 1154ft/pl. GacowaTen65prayFMOpen CeDSPF B 6wet 2674ft4W ItynsleProealLEQaaedCe4SPF TB 14wet 115sq.ft/91. Fh6er7iPSystem•R•9xa"Pand(Ra&KQ B lowet lws:0At ti kynerreprosmGCOOnsedCe9SPF TB 14wet ii5sq.k/pt ICPftxr.Po E94Om1(Nclosed CASPF B 10wet 16Dsq.k/gA "me Pro6eal11Fn0B5odce9spr TB ldwet lumfiltol. IrynsseQassicOpenU89F 19 6wet 267s4ft/pL igmalePrcSM IFOCWOosedCeOSPF TB 14wet 115sq ft/p1. Witne IopenCeBSPF B 6wet 267sq.ft/p: $ bjmmMDC-2000 osedCeUSPF TB 14wet 115sq 1ifgal. ky omclaztLftaSdeaOpenCelSPF B 6wet 267sq.ft/p1. I JolvsMarMkJMCa bond Open G&PF TB 14wet 115sq.1/pl. tcyttas CbzkPlusOpe Gd5PF B 6wet 2674fi./p1 J*sM vile JMCabald00(open CeDSPF T8 14wet 115sq.ft/pl. IgnatePrimeGcidOpen CeRSPF B 6wat 257sq.ft,10L Johns MmMkIMCerbmd10035MGesSPF TB 14wet 1154ft/pL Ity 11013C•t1AOasedCe19F B 16wet UDsq.R/gaL JohnsNbm4e1MGENiVUSK TB 14wet 1154ftAt k7wmPno5Ml5w(MD•R-200JatsedCel)SPF B Swet 320sq.ft/gA i JohmNUm eiMC.abandlilrSaosedC1ESPF TB 14 wet 115s4ft&if. LapobRL4500penCdWF B Gwat 267sq.ft/gal. 4i LipobFl>atnddcFL45DOpelCefISPF T8 16wet 100sq t/gal. Iapo1IaFL7M0pMG9SPF B harts M-';%ftj9aL !' L*o%iFaSrrLokFL5000pmC.efISPF TB 14 wet 1154ft./gt SMQit 1060pmCd5PF B 6we; 267sy ol. ff lapa'laFflan-IdtFL7500pesCeUSPF TB 16wet 1M4ft/pL I T1VrFaan15E84C1m1%'F B 1 10we 1 160sq.ft/pl. lapobMwi4 kFLMM4GCASH TB 14wel I15sq.t/pt 'NtematfveThermalBarrier(TS)Assemblies;EvahaNbnReports:Ell3PaTable2&TER1905.03Tablel LapoU Foarnink Fl.2000(Iosocl Call5PF TB 14wet 115sq.fi/pl. r Alrenatiue fg dtl-fare(10)Atsembliw,,E-hiatlon Reports:ER 3a4 Table 3&TER 190443 Table 2 i SI3aRSEWOS0penCdSPF TB 14wet M54ftJpl. 4f SES Stua O_SOpen Cel SFF TB 14wa 115st.tb. S. EQUIPMENT SES Nowd2DacsedGEISPF TB 14 wet ussq ft,#t Methods of application include airless sprayer, roller or brush. i SIS NaSM 20 LE C99SPF TB 14wet 1t54ftAaL Manufacturers and models of airless spray Equipment vary and examples I SWDCh*SheldlA80penCelISPF TB 14wet 115skft&& i Swmatac4�ldioBrMope,ce�sPF Ta 143 ��rc/� of applicable Equipment follow. Airless spray Equipment svDQ.*-9de1d11na Ck:sWGe95PF 79 14we W%ft/gaL recommendations have been linked for reference to manufacturer SWD"-Shidd118C097F TB 14wet 115sctft/gaL specifications. j! SMCb*-S Wd133msedCellSPF Ta 14wmt 1154ft/pL LK5DD0pMCdI5PF TB 14wet 115sq ft t UPCM0Max0pen[dSPF TB 14wet 115 sq.Rfpl �{ UPCSOOMaxProOpen CASPF TB 14wel 115sq.ftAal. MatirifaWirer Miidel' I UPCS0D00(0rlenCdiSPF TB 14wet 115sq.f A lUltra Max 11795 Ultra Max 111595 i! UPC170nsedCefI5PF TB 14wet 115sq.ftJpL Graces" Itra Max 11 logs L,2§gMLFA Airk V UPC2.OarEedCe9SPF TS 14wet 115sq ft/gaL ImoaKTMr840 PowrTwfti 690D Pius �I LPC2.0KCbsedCe9SPF TB 14vM 115sq.t/pl Tftan• upc20W= CeN SPF TB 14vAl 115 f im ctT•1140 PowrTw X0'8900 Plus it UPC2.OHM malCetSPF TB 14 wet 115sq.fi/pl. Recommended Tip orifice sizes of.025-.031 and f LlPC2Dff0 Koh LEtaosedCdSPF TB 14wet 1154f/gal. airless sprayer hoses Inside diameter of Xe or larger. VlmolyPdyrn-VPC-M-914 rLiftaasedCeISPF TB 16wet 1004t/gaL �I vi r_ � ,� �� TB 16wet 3W 4f� Spray Equipment must be capable of producing a minimum of 3,300 psi, xtren1dea12DLEacsedCeBSPFT8 14wet n5sq.ftApL and recommended tip orifice sizes are.025-.031. Removal of filter from BASFEnett2e•G0pEnCe1SPF B 6wet 267sq.ft/pt the spray gun to allow for the passage of solid content is recommended. BASF FnaWNMOpenCdSPF B 6wet 2674ft/pl Airless sprayer hoses are recommended to have an inside diameter of 344" +� gg5F5pray6Te•2580awdCa05PF B 6wet 267sq.ft/ga1 i or larger. Variations in spray pattern width and tip size may be required BASFSpmvtftL•81CeISPF 18 6wet 267sq.fc/pL �( BWSprdVft*5PamWC,dISPF B Ewe, 267sq ft/pL depending on the surface area and the Substrate(s)to which Plus ThB is BgSFSpraytite•CmtfortaosedCilSPF B 6wet 2675q.kIWI. being applied. Cleanup of Equipment may be with water, or other yl awspraVWComfortPpsansedCe1SPF 19 6wet 2674f ikA methods recommended by the Equipment manufacturer. I' i3WWAt'g Comdort)LClasedCaw* B 6wet 267s}fthA B0.5FWWlite•LWP-LOosedCeISPF B 6wet 267sq.ftW 6. PERSONAL PROTECTION & EXPOSURE CONTROLS I V5FE •USOpmCe9SPF B 12wet 134sq.RA9 84gSpr4lin-0178CitgedCe9SPF B 12wet 234sq.ftfgt Wearing a certified respirator and goggles to avoid overspray and gW •83 COW 1e 12wet 1.34st.t/pL splashing are recommended_ Eye and face protection should be in �. 8P5FWZI!1W'U5a0sedCefl5PF B 12eet Bess:t/pL accordance with OSHA 29 CFR 1910.133. Rubber or plastic gloves are > eagwabtets-rirfeSPF B lzwa 1349q.t/pL recommended for hand and arm protection.Personal cleanup may be M%wa<4tte°K+dosedCegSPF B 12wet 134sq•fVPL BWvJattlte°LwPaosedCdSPF B 12 YM 134yq ft1PL with soap and water. If sprayed, wear an air-purifying respirator 1i a45Fv.~i,-P+SaosedCE05PF B 12 wet 134sq ft/pL approved by NIOSH in accordance with OSHA 29 CFR 1910.134(d)(1)(ii). {! BASFWa9kte•2o0Uo9edce9SPF B 12wet 1Msq.ft./gal If used in a confined area,a full-face, powered air-purifying respirator CarWeSealTb Pm0petCdSPF B 6wet 267sy.iVgal. (PAPR)or supplied-air respirator(SAR)is recommended. Use respirators CarrffiL-F 50HY0pEnCdI5PF ® 6wel 2574k/91. in accordance with 29 CFR 1910.134(d)(3)(1)(A) Table 1, 29 CFR �. CNWe5emTtePro KoYtddOpetCeilSPF 18 6YAM 267sq.ft/pl soln laerav"uttnrntnt• a?,o CFR 1°10 l^�ar.rvatr .fre1: CwWeFoamst>�500perCeDSPF 18 Ewe 267sq.ftfpl ^t rt�rr•••n rat rl�rl s•n ri is CarteSearrnPmNotAx0penCe9SPF B 609 267sq.t/pl. CW cot&=Touch`nse 2DpcfpoudCe0SFF B 8vm 200sg•gJgd, Use appropriate engineering controls,such as proper ventilation.Where 'Akenarim Thermal'Barder(TRI Assembrr;Ewhmfl=Reports:ER 305 Table 29 TER 1905.03 Table L such systems are not effective, wear suitable personal protective r Akerrutive lanitlon Barrier pat Assemblies;E aluadon Reports:ER 305 Table 3&TER 1905-M Table L equipment, which performs satisfactorily and meets OSHA or other recognized standards. ;I N016-BURN: l Page 2 of 9 a d, FIRE WISETM l it li i PLUS ThB TECHNICAL DATA SHEET(TDS) CSI 09 96 46 1-800-989-8577 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 manufacturer's recommendations. Mix with a 5 gallon power mixing unconditioned locations. Furthermore,Plus ThS shall be applied to areas ; wand at or between 800-1200 RPM for a mixing time of 5 minutes per within the weatherproofing membrane or surfaces not exposed to pail. Shaking No-Bum°Plus ThS with a paint shaker is NOT sufficient. weather. Filtering or straining Plus ThB is not recommended. If No-Bum*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 manufacturer's instructions. be 407(4.4'C)minimum. Surface temperatures shall not exceed 1007 (37.7-C)during application.The coating shall be applied at an application 9 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 time is 24 hours minimum,depending on the ambient 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-Bum°Plus ThB to dry completely between coats. ensure proper consistency. Mix Plus ThB again according to manufacturer's instructions. Its always best to follow SPF Manufacturer guidelines first and foremost when it comes to installing Plus 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 4 ounces of water per 5 gallon pail and mix to reduce the viscosity. Mix guidelines are as follows. 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. 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. 40'F and 90'F(4.4T 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 Plus 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 taken daily;any conditions outside of these guidelines must be If tinting is desired,Plus ThS may be tinted at a maximum rate of 2 oz.of approved by No-Burn",Inc.tech service. , tint pergallon. It is recommended that No-Bum®Green Dye or No-Bum® D. Always check with the SPF Manufacturer and/or No-Burne, Inc. Black Tint,manufactured by No-Burn,Inc,be used for tinting. Contact when questions arise regarding ambient conditions on a specific 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 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. noted as the overall satisfactory condition of the Substrate(s)once No- Bume Plus ThB and an overcoat have been applied. 8. APPLICATION When applying No-Bum" Plus ThB, the coating shall be applied to 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. i 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 prior to the application of No-Bum®Plus ThB,minimum 1 hour. The Substrate(s)shall not have, 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 used during the application. The finished dry mil thickness will be 0.55- 0.70 times the wet mil thickness. i' I NP-BURK- _ Page 3 of 9 A FIRE WISETM i i' i' t, � L ! PLUS Th B TECHNICAL DATA SHEET(TDS) CSI 09 96 46 1-800-989-8077 www.nobum.com Code Compliance INTERNATIONALBUDDING CODE-BBC Chapter 8 Interior Finish Chapter 5Interior Finish 803.1.1 Interior Wall and Ceiling Finish Materials NFPA 286 803.1.1 Interior Wall and Ceiling Frush Material 803.1.2 Interior Wall and Ceiling Finish Materials ASTM E94 or UL 723 803.1.2 Corner Test for Interior wall or Ceffing Finish 803.4 Foam Plastics 803A Foam Plastics g Chapter 26 Plastic Chapter 26 Plastic 2603.4/2603.9 Thermal Barrier Special Approval 2603.4/26039 Thermal Barrier Special Approval 2603.4.1.6 Attics and Crawl Spaces 2603.4.1.6 Attics and Crawl Spaces Chapter 8 Interior Finish Chapter B Interior Finish 803.1.1 Interior Wall and Ceffing Finish Material 803.1.1 Interior Wall and Ceffing Finish Material 803.1.2 Comer Test for Interior Wall or Ceiling Finish 803.12 Corner Test for Interior Wall or Ceiling Finish 803.4 Foam Plastics BOA Foam Plastics Chapter 26 Plastic Chapter 25 Plastic 2603.4/2603.10 Thermal Barrier Special Approval 2603A/26039 Thermal Barrier Special Approval 2603.4.1.6 Attics and Crawl Spaces 2603A.1.6 Attics and Crawl Spaces INTERNATIONAL NffCHANICAL CODE'(IMC) Chepter 6 Duct Systems Chapter 6 Duct Systems 6023 Plenums Construction FSI/SDI 6022 Plenums Construction FSI/SDI Chapter 6 Duct Systems Chapter 6 Dud Systems 6022 Plenums Construction FSI/SDI 6022 Plenums Construction FSI/SDI j INTERNATIONAL RESIDENT1ALCODE-(IRC) Chapter 3 Building and Planning Chapter 3 Building and Planning R3029 Flame Spread and Smoke Developed Index for Wall and Ceiling Finishes R302.9 Flame Spread and Smoke Developed Index for Wall and Ceiling Finishes R316.4/R316.6 Thermal Barrier Specific Approval R316A/R316.6 Thermal Barrier Specific Approval i R31653(AC377 Appx X)Foam plastic in Attics 831653(AC377 Appx X)Foam Plastic In Attie 83165.4(AC377 Appx X)Foam Plastic in Crawl Spaces R316.5.4(AC377 Appx)O Foam Plastic In Crawl Spaces r hr Chapter 3 Building and Planning Chapter Building and Plarming 83029 Flame Spread and Smoke Developed index for Wall and Ceiling Finishes R302.9 Flame Spread and Smoke Developed Index for Wall and Ceiling Finishes R316A/R316.6 Thermal Barrier Specific Approval R316.4/R316.6 Thermal Barrier Specific Approval R31653(AC377 Appx X)Foam Plastic in Attics 8316.53(AC377 Appx X)Foam Plastic in Attics 83165.4(AC377 Appx X)Foam Plastic in Crawl Spaces R3165.4(AC377 Appx X)Foam Plastic in Crawl Spaces NATIONAL FIRE PROTECTION ASSOCIATION`(WA-)101 r r h Chapter 10 lrterior Finish Chapter101marior Finish Chapter 10 Interior Finish 10.2.3 Interior Wall/Gelling Finish Testing&Classification 10.23 interior Wall/Ce8ing Finish Testing&Classification 10.2.3 Interior Wall/Ceiling Finish Testing&Classification 10.23.4 Required to be Tested ASTM E84 or UL 723 10.23.4 Required to be Tested ASTM E84 or UL 723 10.23.4 Required to be Tested ASTM E84 or UL 723 102.43 Cellular or Foamed Plastic(Sips) 10.2A3 Cellular or Foamed Plastic(SIPS) 10.2.43 Cellular or Foamed Plastic(Sips) 10.2.4.3.3 Cellular or Foamed Plastic Testing(Sips) 102.43.1 Cellular or Foamed Plastic Testing(Sips) 102A3.1 Cellular or Foamed Plastic Testing(Sips) 10.2.43.4 Cellular or Foamed Plastic Trim(Sips) 10.2A32 Cellular or Foamed Plastic Trim(Sips) 10.2A3.2 Cellular or Foamed PlastIcTrtm(Sips) 102.6.1 Fire Retardant Coatings FSVSD 10.2.6.1 Fire Retardant Coatings FSI/SD 10.1.6.1 Fire Retardant Coatings FSI/SD Chapter 33 Existing Residential Board/Care Occupancies Chapter 33 Existing Residential Board/Care Occupancies Chapter 33 Existing Residential Board/Care Occupancies 'I 33.295.7.2(4)/lA Attics 33.235.72(4)/1.4 Attics 33235.72(4)/1.4 Attics 3 i; ii •. , :....'; 1 SC STANDARD 1E91= '•.. ANSf/ B.Indoor Envimamental Quality(IEQ) 8.Indoor Environmental Quahty(IEQ) y! 8.4.2.2 Paints and Coatings, 8.4.2-2 Paints and Coatings ! 8.4.2.2.1 Emissions Requirements 8.42.2.1 Emissions Requirements RA.22.2 VOC Content Requirements:a and b 8.42.2.2 VOC Content Requirements 8.5.2 Materials 8.5.2 Materials 9.The Buildings Impact on the Atmosphere,Materials,and Resources 9.The Building's Impact on the Atmosphere,Materials,and Resources ) 9.31 -- 9.3.Li Dwersion 9.3.1.2 Total Waste 93_L2 Total Waste 99.1.3 Construction Waste Management Plan 9.3.L3 Construction Waste Management Plan i 9.4.1.2 Regional Materials 9.4.L2 Regional Materials N6"-BURN: sir Page a of 9 S �! I FIRE WISETM r ( a; 4" z i PLUSTh B TECHNICAL DATA SHEET(TDS) CSi 09 96 46 1-800-989-8577 www.nobum,com i Table 4 Continued I� US.PREEN BUIM 6 mUNQ01EEDe r fir i BUILDING DESIGN(BD)AND CONSTRUCTION(C) NEW CONSTRUCTION AND MAJOR RENNOVATIONS y 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 Ufe-Cycle Impact Reduction:Option 1 or Option 2 MR Credit 1.2 Building Reuse-Maintain Interior Nonstructural Elements ' MR Credit:Building Product Disclosure and Optimization-Material Ingredients: MR Credit 2 Construction Waste Management { Option 2 Iniemational Alternative Compliance Path-Reade Optimization MR Credit 5 Regional Materials- I' MR Credit Construction and Demolition Waste Management {' Indoor Environmental Quality(EQ) Indoor Environmental Civafity(IEQ) f EQ Credit:Low-Emitting Materials:Option 1 IEQ 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 i HOMES DESIGN(HD)and CONSTRUCTION(C) Materials and Resources(MR) ;r MR Credit:Construction Waste Management j! Indoor Environmental Quality(EQ) (, EQ Credit:Low-Emitting Products INTERIOR DESIGN(10)and CONSTRUCTION(C) Materials and Resources(MR) MR Prerequisite:Storage and Collection of Recyciables MR Credit:Building Product Disclosure and Optimization-Material Ingredients: Option 21Mernational Alternative Compliance Path-Reach Optimization 1 NIR Credit:Construction and Demolition of Waste Management Indoor Environmental Quality(EQ) EQ Credit:Low-Emitting Materials:Option 1 innovation in Design(ID) Credit 1 Innovation in Design SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT(SCAQMD)RULE 1113 Table of Standards J.,VOC Limits able of Standards 1,VOC Limits 1 Flats Flats (e)Test Methods (e)Test Methods (e)(1)(A)U.S.EPA Reference Test Method 24 (e)(1)(A)U.S.EPA Reference Test Method 24 �i S ( { i t i. TRADEMARKS No-Sum,No-Sum logo and Fre Wise are trademarks owned by or licensed to No-Bum',Inc. No-Sum,Inc LIMITED WARRANTY No-Bum•,Inc.warrants that the No-Burn°formula will be manufactured to the same specifications and SALES INFORMATION AND ORDER PLACEMENT quality,and will perform equally to the tests performed by the Independent laboratories when properly applied. Warranty i 1 800 989-8577 coverage Is limited solely to the cost 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, 1-800.989-8577 mixed and/or applied as directed In the guidelines published by No-Bum•,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Bum. Inc or the applicator are excluded. Yhere may be www.nobum.com situations and materials for which No-Bum*will not prevent a fire from igniting or retard the progress of a free. !, POUCY&PROCEDURES All sales of this product by No-Bum,Inc are subjected to our Policy&Procedures available at ` htto:tlnobum.com/i)olicL-s-procedures ®2020 No-Bum,Inc UPDATES AND CURRENT INFORMATION Revised 23-Nov-2020.The Information in this document may change without notice. I - f W -BURM Page Gof9 a FIRE WISCM r DAA _ ■ ■ i DiGiovanni and Associates Architects 26 preston avenue $� sea cuff,ny 11579 (516)671-3624 fax(516)759-7138 email DAA930-rnsn-corn ii A yl November 15,2022 t{i i i Town of Southold �i Building Department 54375 Main Road I} Southold,NY 11971 i I� Re: Unit to Go-Building 5 (1 story- 12,000 sf) Permit 45134 11900 Oregon Rd Cutchogue,NY " 6' 1000-083-03-005.3 + To whom it may concern,! Please be advised that the above referenced new building was built per the Town of Southold approved plans. The framing, strapping and fire walls are in compliance with the approved plans and NYS 2020 building codes. Also the construction is in compliance with ASHRAE 90.1 -2019 energy standards and NY State 2020 Energy Conservation Code.Roof insulation has an R rating of 38,and wall insulation has an R rating of 13. i Fire Alarm is not required per NYS 2020 building codes or NFPA72. S .7 Contact me with any questions h z RA,.aial f i TOSouthold Building 5—11.15 72 G i s 1 i SOUTHOLD TOWN FIRE MARSHAL NOTES JOB: Unit 2 Go Mini Storage DATE: 7/27/2020 LOCATION: 11900 Oregon Rd. Cutchogue ' SB/L: 83-3-5.3 Scope of Work: Phase 2 -4 new mini storage buildings. Bldgs 4-6:12,000 ft'&Bldg 3: 9,600 ft2 General: Const Type 2-B Occupancy- S-1 OL: Bldgs 4-6 12000/500 (warehouse)=24. Bldg 3 9600/500= 19 Fire Protection: Non-Sprinkled- -No F/A- -Fire extinguishers needed. Updated 8/17 (4) 3 hr FIRE WALLS -plans show termination at exterior wall w/4'extension.No vert continuity shown. UL'Listing? Bldg 3 - (3)Fire Doors - 36" x 84" -UL Listing? Glass Glazing/Fire assemblies? Bldg 4 - (4) Fire Doors - 36" x 84" -UL Listing? Glass glazing/fire assemblies? Egress: . (2) 36" exit doors provided-2 required(1.60'travel distance N/S) ; Exit signs/Emerg. Lighting provided Comments/ Concerns: �o�c-sp�le�etee-tie�e�ed. '`T- Y-if��e� 9-Eend}t en-5— t. k: t it ,m- _ £nr " „,'_:C'.., ✓=wi.'.-•j'�r +T.':a.tU'.<2.", :3x`' x' -,T: •. 4,`- -i .ry #^N`v,. ,� -_ ... t` �i• ,.tom n: o: .•r""�F:.r':. :$.:�..> •iw•.�:<;:;t�'a%;� -r•: .•:,-tt •.�,_ - _ - H':=.5 ,' :.s'ai �,...,r;-�-'.'r :'+t :hu. .'....• r .: :,, :a St G" 'c�'t�r4o.v'��'• c�`�: �'iiti�%" _, .<�hd�. e f. � �_ � l�� rt��` `=#�S`._�t�''`�i• �'�: :�:===s ��a:��-.:, . David Digiovanni -_DAA93@msn.com 200727Unit2Go_BId3-6_0regon Rd Page -� SOUTHOLD TOWN FIRE MARSHAL NOTES JOB: Unit 2 Go Mini Storage DATE: 7/27/2020 LOCATION: 11900 Oregon Rd. Cutchogue SB/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-B 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. i Notes1 Page 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 53095 Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: heatherlpsoutholdtownny.gov i OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 Southold,NY 11971 54375 State Route 25 (cor.Main Rd.&Youngs Ave.) Telephone:631765-1938 Southold,NY www.southoldtownny.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. Res ctfull Dona J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer � v FOUNDATION(Is ---------------------- . • ]FRAMING • PLUMBING STATE ENERGY • 1 1pwp lDli0WIC 4 M, • ' -�. ", LOA v - ` o TOWYOF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board'ofHealth SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 �- 1 Survey Southoldtownny.gov PERMIT NO. v 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 Contact: Approved ,20 Mail to: Disapproved a/c P one: Expiration 120 �� (C mg Inspector 2020PLICATION FOR BUILDING PERMIT BLW-ftG bE ,. Date '� 15 , 20 20 INSTRUCTIONS 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. Il�Dp G VA LLC. (Signature of applicant or name,if a orporation) Mailing address of a plicant) State whether applicant is owner, lessee,agent,architect,engineer.,general contractor,electrician,plumber or builder . O l�Y1YY' Name of owner of premises I lotoo O - (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer K WAn^ (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 C done: ul!- N � � House Number Street Hamlet County Tax Map-No. 1000 Section 0 Q� Block 0:5 Lot 005.3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed constructio a. Existing use and occupancy Va_c"�- I 1huyVc. 4- !A a-ck b. Intended use and occupancy, �-(i vl i 5Vorg,G=. 3. Nature of work(check which applicable):New Building 1/� Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost__ 5cr�1� Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units ha' _ 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. Sf pmA.e,. hcvs�c, . 7. Dimensions of existing structures,if any:Front (r gp j Rear !&� Depth 3o'--1 Height 1151-0A Number of Stories l Dimensions of same structure with alterations or additions: Front _ Rear T. Depth Height Number of Stories � a 8. Dimensions of entire new construction:Front (Po,"fl Rear UP 0 Depth 6" Depth. Height -3'-b" Number of Stories l 9. Size of lot:Front •'�'1 Rear 3��'.Vi Depth V( .vfi 10.Date of Purchase_ 1,112o_ll-on Name of Former Owner Shl+11! Z-a ho�slc,� 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO j/ 13.Will lot be re-graded?YES NO V Will excess fill be removed from premises?YES NO V" 11AW a ju 14.Names of Owner of premises 111to o rcaw►R-L_\k-c- Address Cg Iw Phone No.(*M134-211dP Name of Architect dress%r"Aoc. 4G t j Phone No_F►l0 4'l1 Name of Contractor owner. 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_jZ * 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 "kA+n being duly sworn,deposes and says that(s)he is the applicant (Name of individ 1 signing contract)above named, (S)He is the -eYY► (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 U'10b 0!5ACIA Com. Ile- (MairRv%Vt*m n � , 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 11qo ©rpt,ave R_1 Cv4tAp%x.. MT , which is shown and designated on the Suffolk County Tax Map as District 1000, Section 05S Block 03 , Lot ao5.a That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: Cyvit fte+ l 5A-brg rM:W- -6!hm�,_ bv'Uc yta 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: 71 15 20 (Signature) M A Kp51M*,j�- (Print Name) (Signature) (Print Name) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex OF SOU,, P.O.Box 1179 54375 State Route 25 O�� y�l Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) O Southold,NY � � Telephone: 631765-1938 www.southoldtownny.gov couffm PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 30, 2020 nD Mr. Martin Kosmynka U P.O. Box 946 .. JUL - 2 2020 Cutchogue, NY 11935 FUMPTNG DEFT. .. OT.D Re: Site Plan Approval: Site Plan for Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 Zoning District: Light Industrial (LI) Dear Mr. Kosmynka: The following resolution was adopted at a meeting of the Southold Town Planning Board on June 29, 2020: WHEREAS, this site plan is for the proposed construction of a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1- story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District; and WHEREAS, on August 2, 2019 and August 9, 2019, Martin Kosmynka, owner, submitted a Site Plan Application for review; and WHEREAS, on August 19, 2019, the Southold Town Planning Board determined the application as incomplete for review and required sufficient plans and information to be submitted; and WHEREAS, on September 25, 2019, Martin Kosmynka, owner, submitted a Site Plan Application fee and other information for review; and Oregon Road Warehouse Storage Page 2 June 30, 2020 WHEREAS, on October 10, 2019, October 28, 2019 and October 30, 2019, Martin Kosmynka, owner, submitted revised Site Plan sheets and other information for review; and WHEREAS, on November 4, 2019, the Planning Board accepted the application as complete for review; and WHEREAS, on November 4, 2019, the Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on November 21, 2019, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on December 13, 2019, Martin Kosmynka, owner, submitted a request to the Planning Board to commence interior work to the pre-existing dwelling by relocating an existing bedroom and constructing an ADA compliant rear access; and WHEREAS, on December 23, 2019, the Architectural Review Committee (ARC) approved the proposed action as submitted; and WHEREAS, on December 26, 2019, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on January 2, 2020, the Planning Board granted permission of the December 13, 2019 request for interior work in the pre-existing dwelling to begin prior to site plan approval; and WHEREAS, on January 8, 2020, the Suffolk County Department of Health Services (SCDHS) determined that a wastewater permit is required; and WHEREAS, on January 13, 2020, a Public Hearing was held and closed; and WHEREAS, on January 22, 2020, the Suffolk County Planning Commission (SCPC) provided comments regarding the proposed action; and WHEREAS, on January 23, 2020, Martin Kosmynka, owner, submitted a request to the Planning Board to demolish the existing swimming pool to be removed and commence interior conversion work to convert the existing garage to an office with no building footprint expansion; and WHEREAS, on January 27, 2020, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and 1 Oregon Road Warehouse Storage Page 3 June 30, 2020 WHEREAS, on January 30, 2020, the Planning Board granted permission to proceed with demolishing the existing pool and interior conversion work to the existing garage prior to site plan approval; and WHEREAS, on February 17, 2020, the Southold Town Engineer reviewed the proposed application and determined that revisions to the site plan were required in order to meet the minimum requirements of Chapter 236 for Storm Water Management. The required revisions were incorporated into the Grading and Drainage plan; and WHEREAS, on February 21, 2020, Martin Kosmynka, owner, submitted a request to the Planning Board to commence planting of front yard landscaping; and WHEREAS, on February 26, 2020, the Southold Town Fire Inspector reviewed and determined that the buildings were required to be constructed with fire suppression sprinklers, and that there was adequate fire protection and emergency access for the site; and WHEREAS, on March 2, 2020, the Planning Board granted permission to proceed with the front yard landscape plantings prior to site plan approval; and WHEREAS, at a Work Session on March 9, 2020, the Southold Town Planning Board reviewed the proposed application and required revisions to the Site Plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on March 9, 2020, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on March 13, 2020, the Suffolk County Department of Health Services (SCDHS) granted approval for this project under their reference #C10-19-0006 for "Multiple Uses Per Plan at 1,298gpd"; and WHEREAS, on March 17, 2020, in a state of emergency response to the COVID-19 public health pandemic , the Town of Southold closed its offices to non-essential employees including the Planning Department; and WHEREAS, on March 24, 2020, Martin Kosmynka, owner, submitted a revised site plan, grading & drainage plan, photometric plan, SCDHS plan and Erosion & Planting Plan for review; and WHEREAS, on May 26, 2020, the Town of Southold re-opened its offices to non-essential employees at 50% capacity; and 1 1 Oreqon Road Warehouse Storage Page 4 June 30, 2020 WHEREAS, at their virtual work session held on June 15, 2020, the Southold Town Planning Board reviewed the revised site plan, revised photometric plan, revised erosion control & planting plan, and the approved SCDHS plan; and WHEREAS, on June 15, 2020, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 Site Plan Approval of the Town of Southold were met; and WHEREAS, on June 23, 2020, the Southold Town Chief Building Inspector reviewed and certified the proposed Warehouse Storage as a permitted use in the Light Industrial (LI) Zoning District; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan entitled "Oregon Warehouse Storage" prepared by Kenneth H. Beckman, L.S., dated May 2019, and last revised June 16, 2020, and authorizes the Chairman to endorse the site plan. Conditions 1. All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code and the lighting plan of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. All exterior signage on the property, shall comply with Town Code. Any future signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 3. All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced by the property owner with the same species and size as shown on the approved site plan during the next planting season for the particular plant material.. Any change in tree or landscaping species must be approved in writing by the Planning Board. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. All storm water run-off from grading, driveways and gravel areas must be contained on site. I Oregon Road Warehouse Storage Page 5 June 30, 2020 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is inconformity with the Approved Site Plan, and issue a final site inspection approvalletter. Should the site be found not in conformance with the Approved Site Plan; no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the.plan A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding.the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: r N� , Applicant Date: Signature Oregon Road Warehouse Storage Page 5 June 30, 2020 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy,.the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: , Applicant Signature: Date: I F.F. EL. 66.3 FIN. GRADE EL. 64.2 SANITARY CALCULATIONS G _ 15'-0" (FIRE GATES) _ SEE PLAN FOR CLEANOUT 16'-0" (ENTRY GATES) CASROGRIATE EL, DOUBLE SWING GATE r4"TIN CONCRETE COVER 64.7 DESIGN FLOW l FINAL GRADE WHERE APPLICABLE \� \� �\ ��� \���\���\�� ��/ N `���\���\�� ART C EAREA F6SZONE DESIGNATION ACRESITE = 5.7199 IV ST CONCRETE BRICK WITH H.T. ALLOWABLE FLOW PER ACRE = 600 G.P.D. ROpO • TOTAL ALLOWABLE DENSITY = 5.7199 AC'S x 600 G.P.D. = 3432 G.P.D. MORTAR & 1/2 P.C. MORTAR MIN 1/4" 1' MIN. PROPOSED DENSITY OREGON #5 BARS © 6" EACH WAY 4., `o iv 1 8../1, (1) SINGLE FAMILY DWELLING = 300 G.P.D. C.I. L. 797 S.F. NON-MEDICAL OFFICE Q 0.06 G.P.D./S.F. = 47.8 G.P.D. �'0 PIPE 63.3 EL' 4 EL. 62.4 23,760 S.F. STORAGE WAREHOUSE 00.04 G.P.D./S.F.= 950.4 G.P.D. �s 6" PVC ROOF DRAIN I 62.6 EL' EL PROPOSED DENSITY �q A SEE PLAN & STRUCTURE 2' 2' MIN. 62'1 61.9 45,600 S.F. MINI STORAGE -COVENANT NO FLOW tiF 12" ADilurrI, SCHEDULE FOR MORE INFO. MIN. I ❑ O ❑ N-12 ~J ❑ O ❑ 3,432 G.P.D. ALLOWABLE >TOTAL PROPOSED FLOW = X1298.2 G.P.D. PROPOSED w¢ I 3'-0" WIDE SAND & GRAVEL U ow COLLAR ALL AROUND SEPTIC TANK ui o¢ STORM FINAL SYSTEM No. "A" SINGLE FAMILY DWELLING ONLY ®� `-DRAIN I GRADE R=1" ❑ DESIGN FLOW U_� I ®®�` RING I 3 BEDROOM HOUSE 1895 S.F. = 300 G.P.D. w0 ®®� I BASEMENT STORAGE & MECHANICAL = 987 S.F. ' EL. 49.9SEPTIC TANK w ®®®®� I ADJACENT LEACHING POOL REQ. CAP. = 300 G.P.D. x 2 DAY FLOW = 600 G.P.D. ® 4" P. -. PAVEMENT BACKFILL WITH COARSE SAND & GRAVEL PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. ®®®®�®�GATE STOP ®®®®®®� ILEACHING POOL CHAIN LINK FENCE GATE GROUNDWATER EL. 5'±----- REQ. SIDE WALL = 300 G.P.D. _ 1.5 G.P.D./S.F. = 200 S.F. GROUNDWATER N - S®®®I®�®®®� 7" SANITARY CROSS SECTION SYST. "A9 EFFECTIVE DEPTH REQUIRED 200 S.F. = 25 S.F./V.F. = 8 V.F. USE 1-8' DIA. 12 V.F. EFFECTIVE DEPTH A ROLLED ASPH. CURB DETAIL N.T.S. SYSTEM No. "B" NON-MEDICAL OFFICE, STORAGE WAREHOUSE �F,o CLEANOUT DESIGN FLOW Oj. W \ / EL. FIN. GRAD EL. 60.4 NON-MEDICAL OFFICE SPACE = 797 S.F. x 0.06 G/S.F. = 47.8 G.P.D. �9 ♦� F.F. EL. 60,9 60 8 STORAGE WAREHOUSE 23,760 S.F. x 0.04 G/S.F. = 950.4 G.P.D. N EXPANSION JOINT DRYWELL �� �?x SEPTIC TANK TOTAL REQ. CAP. = 998.2 G.P.D. HEAVY DUTY CAST `\ N�\ '\� '\� REQ. CAP. = 998.2 G.P.D. x 2 DAY FLOW = 1996.4 G.P.D. w o IRON FRAME & LOCKING H.T. PROVIDE 1-10' DIA. 4' LIQUID DEPTH = 2000 GAL. CAP. a ,I CONTRACTION HEAVY DUTY COVER TO GRADE MIN, LEACHING POOL JOINT I H2O TRAFFIC RATED 4 1 MIN & LOCKING �tl, 4 8„ REQ. SIDE WALL = 998.2 G.P.D. _ 1.5 G.P.D./S.F. = 665.5 S.F.C.I. COVER 1' MIN. C I Lio N EFFECTIVE DEPTH REQUIRED 665.5 S.F. _ 25 S.F./V.F. = 26.6 V.F.oEXPANSION FINISHED GRADE PIPE ' Q EXPANSION FINISHED GRADE TO GRADE 2'-6" MAX. 4„ EL.' 58.0 USE 2-8 DIA. 14 V.F. EFFECTIVE DEPTH JOINT > � 58.7 O EEL JOINT ( 58.4 EL O f RATTED FFIC ENTIRE POOL TO BE IN 2' 2' MIN. 57 9 57, ❑ O ❑ SOC EXPANSION MIN. WIPTH 24' 24" 24" 04 CLEAN SAND AND GRAVEL MIN. O� 20 WITH A 3' MINIMUM COLLAR /LFF,pO� JOINT INLET PIPE N MIN. WIDTH 30' 4" SDR 35 PVC LIQUID LEVEL'co o ❑ O ❑ SLOPE 1/4" PER FT. 4" OUTLET PIPE SEPTIC TANK • A N I MINIMUM SLOPE IT1/8" PER FOOT MINIMUM SLOPE SOLID PLAN INV. INV. DOME ❑ ❑ O ❑ 1/8' PER FOOT „ (51.78) � , > (51.28) � I G• d 6 REINFORCED i 18'�� M =XPANSION JOINTS CONCRETE APRON a ro DROP TEE I o X INLET NOTE: ,I OPO 1 1/2" W/ 6"x6" 6/6 NWM I I ? INV.. ®®� SORE 35 BE LEACHING POOL EL. 44.0 L J L to N ,,, (so.s3) ®®� BACKFILL WITH COARSE SAND & GRAVEL / / ° pp& .AR Es .., .e � • -Lli 'r ri r r X r. .•::. 4'-8" 4'-8" ? 3-0 ®®® KE ®� 3:=b" GROUNDWATER EL. 5 t�� N M \ 12" PAVED a'-o"(SYSTEM A) w MIN. : ®®®®� MIN. SANITARY CROSS SECTION SYST. "B" - ' sCA 2'-6" 4'-0" DRIVEWAY 10'-0"(SYSTEM B) U_ / SECTION A-A SEPTIC TANK DETAIL w �: "MMr7l � N.T.S. o _ _ -0 x ®®®®®®®r_ ap O x M I , x x _ to � a0' CONCRETE APRON DETAIL ®®®®®®®®L I - - - - - -- �- _ = y ®®®®®®®®rt 10 COX LANE 1 x X -1-1/2" 1-1 2" ASPHALT o"' _ s'-o" DIA. (TYP,)` ' -A / / - T- 3' MINIMUM � ..I-•.. .: .. - -�� �. ,a0' TO GROU D WATER , oma. ^� ��'• ' ' '�� \ n � " ° .° c °BINDE:R .000RSe ° \ ,, ° ° ° • ° ° --' ` SANITARY LEACHING POOL \ \� �� \ \ � LAND N/F OF NORTH FORK RECYCLING INC. \ \ LAND N/F OF JEANNE M. GRACE �k \\ i - - - - - - - - - - - - - - - ADJACENT GRADES S8\ \ I (COMMERCIAL SITE) �t NYS DOT BASE COURSE "� 1000-083-03-004' � 6p� 2 BE VERIFIED �I FIELD ) \ cn (COMMERCIAL SITE-WELL WA TEE n / ^" LLI \ PROP. WATER SERMCE N o / L/ `° �- - - - - iO ° �/ q , z o "" Z \ �; �° ' ' �' _ °' x PROP. 6' FENCE j �6'24"50"x-E 62- \ / 473. 19 4 s �0 6' CHAIN LINK FENCE $ STABILIZED, COMPACTED SOIL oh S 4700 '00" EX_ _ 337.86 TW 62.0 X N _ N o h �- -7 TYPICAL SECTION-ASPHALT PA 3 N - - P 57.2 / - - - - - ROP. WALL P(57.2) - - P(57�2) - - - - - P(57.2) 57 2) // P(57 2)W 2 x n �� PAVEMENT �' Q W W w _ _ K - - D.W. EL. - o Lo a0 P 57.2 -( ) s - - - - // / rn v �1 '�-�--x x-- x ( ) / D.W. E-L. - - �_ _ _ - - - - �/ �! D.W. EL. / / ( 9) - - - - - - - - - - vin % NOTE: AS PER TOWN OF SOUTHOLD SPECIFICATIONS 3 PVC FENCE N 4' CHAIN LINK FNC. ��, 1 �\ (56.9) D.W. EL.,, w o (56.9) �� / % b' co ci o x x x x I- w "1 ~ x SYSTEM No. 4 /^ / w ^ x \ ATE o / / SYSTEM No. 3 / �/ SYSTEM No. 5 P 57 SYSTEM Ne. 6 / / `'� c,, - - - -s6- N PROP. n�, I N • • P(57 0) • X • • (56. ) N • • _ • ( • / ,0 \ EXISTING EXP. 1N' I w �� D.W. EL. (56.7} D.1M�EL�(56.7) ;;, �w i D•W. EL. (56.7) i D.W. EL. (�6.7) ��1�� / �+ \ SANITARY U W �.• ti >• O 0 U D.W. EL. � T BE INGROUN H w 56.7 R / / v ' 3 ti a PRO . z Q / J OVERHEAD v POOL • L.P. N W ( ) 1L P 57 2 / `` 3 SPACES \ \ 3 WIRES REMOVED / Y I Q P(57.2) P 57.2 - - - - ( ) EXISTING 30.6 TNc TO BE rn /• N - - N x UNKER B8 z r co " �- - - - 0 N o O / " / x N \ \ W WATER SERVICE W EMOVE� PR P� z Q to 1 8.00 0 o �°' LO LON / 198.00' // ( 2 \ C1P Jlo o to cn I❑ • L. . O = I vi LO O d X60"_ - - - - - - - -� ' / n / BRICK i0' Q z o 4' m co PRO ^ v 6 i I _ /• / / (SYST. 5 - O 3 V STEPS O o M O (SYST.3) (SYST. 4) / ) (SYST. 6) - a R.O. m W / +6 PROPOdED LS�Y' PROPOSED 1 STY. n �, �� �= E 40.8x41.6 STORAGE WAR HOUSE BUILDING SYSTEM No. 7 / STORAGE ,N HOUSE BUILDING // D.W. EL. ?o \ \ Q v M o aR� PRT • WD. DEC / / i (� S.T. / TO BE / / / / D.W. EL. (56-7-)- o PH SE 1 I / 9) z r I EM�VE6 CONVERT • �` - - - - - - PH�SE 1- - - - - - - - - - - -�� - - - -r� c`� / o - ��" 6' 1s.o' c>n<rfE a' C.LF. / / F. EL. 57.3 SLAB - 1 x TO OFFICE , � ' F F EL. (57.3) (SLAB) - '�" �' _- - II / \ • / v o 10'MIN. / C_i L�/ X POST Q co n ONC. ALK ROP SPAC ° E / 11,880 -4.4 H SLATE 6 SYST -N•0'. 2 11,880 S.F. � - (7 BRICK o 1.4 _ • • r l L.P. M \ ( ) I (DRY BUILDING) (SYST. 10) SYST. 11) (SYST. 24 ? PATIO 1 STORY D W' EL. 56.5 I (DRY BULb1NG) CI �� R.O.STE110 SYST ` J FRAME / `^ (SYST. 8) _($YS 9) (SYST. 13) N 0 N / ' / 4 ^ .0'M 6.6 a / a GARAGE - - .. / ) \ �J Qi0'w \PROP./ 797 S.F. O `� I i i ' `Ln E / / - ' \ SYSTEM No. 211 O rn fn tO x p F �'T% G.F.EL. 60.9 / 1D 57.2 � � O ����V 6 N a a \ (SLAB) / rn 8• r I 39.0' / D.W. EL. (5�.6) i • �o. �Q 3 ,-, �'" (� x PROP SIGN - -- 21.6' w / 30.3' x U w6 D.W. EL. (5 2 y D.W. EL. P(57 CO v�eco / X24 S.F. MAX. - - - �� SYSTEM No. 9 Q. � 'A 56 g �/ SYSTEM No. 11 . D.W. EL. Q`� \ \ V CID 0'R, o" 64_ - PER SIDE - / PROP. FATE coNc. //rnIn mx (56.9)' ( ^� I ( ) / D.W. EL. (56.7) (56.9) �,, >0 \ D.W. EL. 56.7 1 1 / 1 SYSTEM No. 12 N • /• /' P(5710) /• L�/• ` N \ � d` ,•�� • P(5e.0) ` • -1 • (56.9 D.W. EL. (56.7) o I 12 _ 2 PROP/. WALK X w / I / D.W. L. / 15 MAX. HEIGh#T m r.� / • P(6 5) / / x rn _� / / / .( / / SYSTEM No. 10 �.-� \ n N - ty SYSTEM No. 8 y -b.W. EL. 56.7 \ Q� S0• eti \ / o / r - �+- - D.W. EL. ( 7)P 5V.2 �� _ �� / ' P)57I2 3 SPACES - \ - - 3 Q Q�„�. / 9 �. ® x RIDGE i N 160 00' N N // 201.00' / _7&/DCF- 4) - - \ - � 1 �1 Q' ` P(62.5) 11 SPACES a PROP. P(59. oP 57.8) 1 �56� r LINE \ h co '0���poi Oaf / :O 5 v ' �� Q a o KEYPAD m o n m (srsr. 11) �Q O Q Q , O /i --1:0 rn (L (SYST. 8) i (SYST. 9) (SYST. 12) i ASPHALT DRIVEWAY P SYSTEM-N- x (SYST. 10) �� �, Q `v / o �', PROPO ED 1 STY. PROPOSED 1 STY. 1V oh �' ,D. EL. (59.,3) 00 - - - - � ' MINI STORAGE BUIL ANG _ / / 2 `, ,� ry / / / P 57 2 _ MINI STOR GE BUILDING /• y - _ _ 4 0, D`VV EL. O Q J0 O� / PROP ASPH. CUR D. ) o _Pti SE 2 �_�� o PHASE 2_ ,_ PROP. _ 55.9 \ 0 OQ o� bay / KEYPAD � ' - E -F -F. EL. (57.3�SLAB) . - D W. EL. `° I#.F. EL. (57.3)-(-SDkB - �'� v V� 3 DECORATIVE WALL & FNC. �E BOE 9,600 S.F. I ((56.7) 12,0 0 S.F. v \ O�� �+ O / / ` 1� J`4 E p C�%c (SYST. 14) DRY BUILDING (SYST-1511 ' (SYST. 3) ((��1�Y BUILDING �O/ y\�V Qtiy / / �� I ( ) .. ( ) i �v ) ( ) (SYST. 25) w SYST. 16 SYST. 17 h0 E � � E E EPRO ' /� x54.7 mN Ek NLO SYS No 25 v 35.0' s? / I o �D WTEM. (556)-/ o�-� QUO OGiG /• o- P(57.2) SYST.No.15 7 2 P 57.2 P(57 2 D.W. EL. 2) �\ h`O D.W. EL.1, SYSTEM No. 13 ) ( ) FI.W. EL. f \ (56.6) 7- D.W. EL. (56.4) - / ( )� Ft m > \ V �l D.W.EL.(5 K� R /\56.7 (56.7) \ V i / ` 4 R o w / SYSTEM No. 23 / V / / c'' o \00' " / / / l I (56.7) •/� • Iv •�� • (56.7) o � • D.W. EL. (56.7) I D.W. Ey / D.W. EL. 113 I / • • P(57 0) • •/�\ r`' ,O / J r / / ` / R � x / SYST.No 14 �� SYSTEM No. 16 SYSTEM No. 17 �' x n / m s / a P / x / n J/' / / �/' D.W.EL.(56.9) / D.W. EL. (56.9) D. EL. 56.9 / h / P 7 2 R I� I ( } 3 SPACES \ O r / RIDGE / P 57.2 R P 57.2 / P 57 2 ' / I� / / 200.00' N \ \ � Boa / O�" ( / / `�'� ///� I 200.00 I v I I 111 ��� 7 o \ Q �+ / Cp� 1 HEREBY CERTIFY THAT THE WATER SUPPLY(S) 3O // / N 0 / 1'l "' IL\ - 'Q/OG °j \ • / / AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS �CTj // v / / (SYST. 13) I (SYST. 14) (SYST. 15) / (SYST. 23) I (SYST. 16) (SYST. 17) o I / �E�/N \ p 6 co* PROJECT WERE DESIGNED BY ME OR UNDER MY " / J Q; i / PROPOSED 1 STY. I - - - - - - - - -52 PROPOSED 1 ST \ \Q� v DIRECTION. BASED UPON A CAREFUL AND / W=M / ' / J MINI STORAGE BUILDING, , - - - \� / 1 MINI STORAGE BUILDING d / ?4 0' ''`� �� // THOROUGH STUDY OF THE SOIL, SITE AND to p S PHASE 3= ___�_ l •/ o PHASE 3 I O / GROUNDWATER CONDITIONS, ALL LOTS. AS J \ / ' z SYSTEM No. 22 - - -1-.F. EL. 57.3 SLAB co F.F. El- SLAB x x 2�0'�/l / PROPOSED CONFORM TO THE SUFFOLK COUNTY 2 Z;v a . > ri , , (SLAB) D.W. EL. U DEPARTMENT OF HEALTH SERVICES CONSTRUCTION Doc ,� N 4 03 0 ,� 233.52 PROP. 6 FENCE 0 O D.W. EL. (56.7) - 12,000 S.F. 12,0 0 S.F. 2 STANDARDS IN EFFECT AS OF THIS DATE. / z /• 1 / ' x (DRY PUILDING) C ((56 7) a9 (DRY BUILDING) N \ \ o� BLOCK RET. WALL II L`- ` (SYST.18) (SYST. 8) (SYST. 19) N N (SYST. 20) (SYST. 21) / Y N / X E `� \ ' / SIGNED THOMAS J. BECKMAN, P.E.E3/17/2020 h� a I CONCRETE / O o r // ° 35.0 a a \ \ ' // CONSULTING ENGINEER 1 L" I POTATO BARN / O .moi r \ a P 57 2 P(57.2) N D.W. EL. 1814 MIDDLE COUNTRY ROAD h / L M D.W. EL D.W. EL. rl h / i0' / M (56.9) / 1 / / SUITE D Cfl 56.9 56.9 X x _ LAND N F OF WJF FARA�S LLC \ - ( ) R\ (I ) n 1000-083-03-005.2\ ;0 0- /' D.W. Ey ^ / Y (56.9) 10? k ^ / <S�STEMRIDGE, N.Y. 11961 /' No. 20 SYSTEM No. 21 (COMMERC/AL S/TE) \ d" o- r\i 56 9 SYSTEM No. 18 SYSTEM No. 19 ` �� �- 11- - \ \� v DEPARTMENT APPROVAL o // r�1 (56.9) `� D.W. EL. 56.7 I D.W. EL. (56.7) / • D.W. EL. (56.7) 152- - • -- _ /Z ( ) �6 SPACES LO - --PW'-EL-(5_6'74- SYSTEM No. 26/ -� X / I D.W. EL. (55.2 X3\`0' 56- / \\ M. / P(57.2) \\ (57 2) P(57 2) P(57 2) PROP. ASP . CURB P(57 2) P(57 2) - - �� 4� - - - - - - BW 52.2 PROP. 6' FENCE ON WALL / - - - _ a't APPROVED BY NOTES: '�^ \ / BW 52.2 - / / BW(52.5} a , - -{3W(54.0} / o zm z w 1. MINI STORAGE BUILDINGS DO NOT CONTAIN ESTIMATE OF QUANTITIES `O -N--"003 00 W ` \ GRAVEL DRIVE 560.89 I / F�LANNING f�OACID POTABLE WATER OR SANITARY FACILITIES. COBBLESTONE CURBING NONE / 2. SOLAR PANELS TO BE INSTALLED AS LO � _ - - / �0��� ® SOU ®LD PART OF PHASE 3 CONCRETE CURBING NONE �' _ _ _ / ��>, ASPHALT PAVING 110,795 S.F. / I 1 -2-j'2_02jD 3. ALL MINI STORAGE BUILDINGS ARE ON SLAB WALKS NONE PARKING REQUIREMENTS LAND N/FOFF. McBR/DE & SONS - - - ` ' RECEIVED DRAINAGE CALCULATIONS FENCING 2862 L.F. 1000-083-03-006.1 r -----_-- DRYWELLS SEE DRAINAGE CALCS. OFFICE SPACE = 797 S.F. = 100 = (7.97) 8 SPACES (LANDSCAPING & CULTIVATED FIELDS) SYSTEM No. 1 3'-4' CEDAR TREES 67 TREES DWELLING SPACE = 2 SPACES EL. 57.3 x JUN 19 2020 PAVT. AREA = 7104 S.F. x 100.0' x 2/12 = 1190 CU. FT. BY McDONALD GEOSCIENCE GRASS AREA = 10,000 S.F. x 2/12 x 15% = 250 CU. FT. MINI STORAGE SPACE = 69,600 S.F. = 1000 = (69.6) 70 SPACES 7/8/2019 SoutholdTown � TOTAL REQ. CAP. = 1440 CU. FT. PARKING SPACES REQUIRED= 80 SPACES BROWN Planning Board USE 2-10' DIA. 11 V.FT. = 1505 cu. FT. ACT. CAP. TOTAL PARKING SPACES PROVIDED = 81 SPACES LOAM(OL) SYSTEM No. 2 SYSTEM No. 13 PAVT. AREA I 8595 S.F. x 100:0 x FT. = 14C . FT. PAVT. AREA = 8600 S.F. x 100%12 x 20% = 1433 . . SITE DATA BROWN LEGEND PRELIMINARY SITE LAYOUT USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. ROOF AREA = 2490 S.F. x 2/12 x 100% = 415 CU. FT. SILT ML SYSTEM No.s 3.6.18.19.20 & 21 TOTAL REQ. CAP. = 1848 CU. FT. AREA OF SITE 246,159 S.F. SILT( ) PAVT. AREA = 3300 S.F. x 100;.' x 2/12 = 550 CU. FT. USE 2-10 DIA. 14 V.FT. = 1916 CU. FT. ACT. CAP. PALE EXIST. FLOOR AREA OF BLDGS. PHASE 1 2,693 S.F. OREGON WAREHOUSE STORAGE ROOF AREA = 3000 S.F. x 2/12 x 1000' = 500 CU. FT. SYSTEM No.s 14 & 15 ( ) BROWN o PROPOSED HANDICAP PARKING STALL TOTAL REQ. CAP. = 1050 CU. FT. PAVT. AREA = 1856 S.F. x 100% x 2/12 = 309 CU. FT. FLOOR AREA OF PROP. BLDGS. (PHASE 1) 23,760 S.F. SILTY 4 SITUATED AT USE 1-10' DIA. 16 V.FT. = 1095 CU. FT. ACT. CAP. ROOF AREA = 3480 S.F. x 2/12 x 100% = 580 CU. FT. FLOOR AREA OF PROP. BLDGS. (PHASE 2) 21,600 S.F. SAND(SM) /• 1 PROPOSED DRY WELL TOTAL REQ. CAP. = 889 CU. FT. `� I CU TCH OGU E SYSTEM No.s 4 & 5 FLOOR AREA OF PROP. BLDGS. (PHASE 3) 24,000 S.F. PAVT. AREA = 3300 S.F. x 100;0 x 2/12 = 550 CU. FT. USE 1-10' DIA. 14 V.FT. = 958 CU. FT. ACT. CAP. _ ROOF AREA = 2940 S.F. x 2/12 x 100% = 490 CU. FT. SYSTEM No. 22 TOTAL AREA OF BUILDINGS 72,293 S.F. N W- PROPOSED WATER SERVICE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK TOTAL REQ. CAP. = 1040 CU. FT. PAVT. AREA = 3255 S.F. x 100% x 2/12 = 542 CU. FT. TOTAL EXISTING PERCENT OF LOT OCCUPANCY 1.09% R - P OPOSED ROOF DRAIN LINES S.C.T.M. 1000-083-03-005.3 USE 1-10' DIA. 16 V.FT. = 1095 CU. FT. ACT. CAP. USE 1-10' DIA. 8 V.FT. = 547 CU. FT. ACT. CAP. TOTAL PROP, PERCENT OF LOT OCCUPANCY 29.37% PALE SYSTEM No. 7 SYSTEM No. 23 AREA OF LANDSCAPING 62,893 S.F. OR 25.55% BROWN E - P OPOSED ELECTRIC PREPARED BY: PREPARED FOR: PAVT. AREA = 3495 S.F. x 100:.' x 2/12 = 583 CU. FT. PAVT. AREA = 4530 S.F. x 100% x 2/12 = 755 CU. FT. AREA OF BUFFERS - MEDIUM T o r ROOF AREA = 2550 S.F. x 2/12 x 100% = 425 CU. FT. �; TW(103.0) P OPOSED TOP OF WALL ELEVATION KENNETH H. BECKMAN, L.S. 11900 OREGON ROAD, LLC USE 1-10 DIA. 9 V.FT. = 615 C.U. FT. ACT. CAP. AREA OF WALKS 178 S.F. SAND(SP) OF NE TOTAL REQ. CAP. = 1180 CU. FT. IN SYSTEM No.s 8.9.10.11.16 & 17 USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. AREA OF PAVING 110,795 S.F. P(100.0) P OPOSED PAVEMENT ELEVATION '�� y0 SURVEYING AND LAND PLANNING P.O. BOX 946 PAVT. AREA = 2560 S.F. x 100;.' x 2/12 = 427 CU. FT. SYSTEM No.'s 24 & 25 SCHOOL DISTRICT MATTITUCKP �N EF 'A CUTCHOGUE, N.Y. 11935 ROOF AREA = 4800 S.F. x 2/12' x 100% - PAVT. AREA = 7070 S.F. x 100% x 2 12 = 1178 CU. FT. �` 1814 MIDDLE COUNTRY ROAD - 800 CU. FT. CO �' �!� � / POSTAL DISTRICT CUTCHOGUE E ISTING TREES �' � SUITE D TOTAL REQ. CAP. = 1227 CU. F'T. zt ROOF AREA = 1260 S.F.Sx 2 12 x 100% = 210 CU. FT. USE 2-10' DIA. 9 V.FT. = 1232 cu. FT. ACT. CAP. WATER DISTRICT S.C.W.A. Y ;�; ; z RIDGE, N.Y. 11961 TOTAL REQ. CAP. = 1388 CU. FT. I _ 7 SYSTEM No. 12 USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. FIRE DISTRICT CUTCHOGUE r I [r - P OPOSED 3-4 CEDAR TREES ;� `L I » t REVISIONS"""V.:PER 3CDHS 3/17/2020820-20156 PAVT. AREA = 4500 S.F. x 100% x 2/12 = 750 CU. FT. SYSTEM No. 26 TOTAL PARKING REQUIRED 81 �' _�.� �. SCALE: 1 =30 REV.9 19 2019 619-19853 REV. TOPO 4 17/2020 820-2015 DRAWN BY: KAK NO WATER ENCOUNTERED 1 REV.P(R�co.s 9/24/2019 REV.6/12/2620 REV.6/16/202 ROOF AREA = 2400 S.F. x 2/12: x 100% = 400 CU, FT. PAVT. AREA = 8700 S.F. x 100% x 2/12 = 1450 CU. FT. TOTAL PARKING PROVIDED 81(SEE PARKING REQUIREMENTS) -�� P OPOSED SIGNS 2 -- �v REV.PER SCDHS 10/9/2019819-19$16 TOTAL REQ. CAP. = 1150 CU. FT. ROOF AREA = 1260 S.F. x 2/12 x 100% = 210 CU. FT. EXISTING ZONING LI TEST HOLE \ �`� _ DATE: MAY 2019 REV.10/25/2019 819-19938 RM-MAR CHECKED BY: KHB REV.10/29/2019 USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. TOTAL REQ. CAP. = 1660 CU. FT. USE MINI STORAGE PROPOSED CAMERA ON POLE LgNp S� USE 2-10' DIA. 13 V.FT. = 1779 CU. FT. ACT. CAP. DRAWING: BB19-19573.DWG JOB No. B19-19608 SHEET: 1 OF 2 I � i i L MWOVEN AX. WIRE FENCE (MIN. I 14 1/2 GAUGE, 10' MAX SP C. TO C. S� CONSTRUCTION NOTES FOR FABRICATED SILT FENCE Section View Woven Wire Fence V 36" MIN. FENCE POSTS, DRIVEN MIN. �In 14,E°.,a,.m,.6•�� WOOD HEIGHTS F❑ LARGEAS SPEC. (TREES L) 16" INTO GROUND 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO I OREGON ROpO FENCE POSTS WITH WIRE TIES OR STAPLES. FdtaF�Oe J 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN M. +++'+++'++ -777 WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP 36 Min FmcePo3 Max Slope 3:1 +++++«++++ 6' HEIGHT F❑ SMALL TREES + + « « + + AND EVERGREENS CO MID SECTION. n �°w + ++,+,*,+,*,+, IRE WITH STRAPS AS SPEC. C+S� . . . . . . . . . . . . . . .. . . . . . . . . . . 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN + + + + EACH OTHER THEY SHALL BE OVERLAPPED BY ++ ` ` ` '«` I- 3' MULCH AS SPEC, '1'F 77 SIX INCHES AND FOLDED. + 6' HIGH SAUCER N = 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED w a L3 AND MATERIAL REMOVED WHEN BULGES DEVELOP EmbedFilterFabric z FINISHE GRADE ~I`I . . . . .. . . Min.6"in Gound Rl= IN THE SILT FENCE. (U TOP OF BALL 'i TO BE LEVEL �o� hof 5. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, WITH SURROUNDING GRADE PERSPECTIVE VIEW OR APPROVED EQUAL. II (SEE SLOPE PLANTING DETAIL) I I L WHERE FENCING IS USED AROUND STOCKPILED FILL: t- PLANTING SCI AS SPEC, 36• MIN. FENCE POST 6. FILTER CLOTH AND WOVEN FABRIC ARE TO BE PLACED xavatedTnPsoil 6' MIN. 1 6' MIN. Perspective View To be Planted or Taped COMPACTED SUBGRADE WOVEN WIRE FENCE (IT 1/2 IL GA. MIN., MAX. ON THE INTERIOR SIDE(TOPSOIL) OF THE FENCE. `V .VF] s" MESH SPACING) WITH FILTER CI-0TH OVER 7. STORED TOP SOIL IS TO BE SEEDED WITH RYE GRASS (TYP.) Woven Wire Fence `V � 'V � NI/ z OR IT IS TO BE COVERED WITH A TARP. `V `1i `V ,V `V� LG' MIN, POSTS: STEEL EITHER "T" OR "U" `�' q/ V q/ %4/. 6 MIN, TYPE OR 2" HARDWOOD Filter Fabric placed on inside. EVERGREEN TREE ° DECIDU❑US TREE ONJ rNDISTURBED GROUND facing top wil pile. altm FENCE: WOVEN WIRE, 14 1/2 GA. FLOW 6" MAX MESH OPENING FILTER CLOTH: FILTER X. MIRAFI 100X. s a �` PLANTING DETAIL OF,o EMBED FILTER CLOT Z STABILINKA T140N OR APPROVED EQUAL Caoundlevel MIN. 6• INTO GROU t W e°t� W W a w t W 0j PREFABRICATED UNIT: GEOFAB. ENVIROFENCE OR "W`v /9 APPROVED EQUAL. \ rG SECTION VIEW SILT FENCE DETAIL SILT FENCING AROUND STOCKPILED FILL Not to Scale Z CONSTRUCTION SPECIFICATIONS EXISTING 50 10' Mw. LATH AND PAVEMENT FLAGGING STONE SIZE - USE 2" STONE, flR RECLAIMED OR RECYCLED CONCRETE 3' O 90 y. .. . •: ON 3 SIDES P EQUIVALENT. O �O LENGTH - NOT LESS THAN 50-FEET (EXCEPT ON A SINGLE RESIDENCE LOT "'" " ` '�•-•• SANDBAG O O C)C� WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. MOUNTABLE BERM ���\�� \�� THICKNESS - NOT LESS THAN SIX (6) INCHES. (OPTIONAL) FILTER CLOTH BERM WIDTH - 24 FEET - PROFILE LATH AND FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING Z GRIOUND to FLAGGING OF STONE. a A A Gam• SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING ' O SANDBAG POL IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED, Qo MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION 10 MIL PLASTIC LINING WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC EXISTING 'a2".MIN. PAVEMENT KEY MAP RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED N O ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. ; • -r �r �r/�r � ;,, \\���\��\��\� WHEN WASHING IS REQUIRED, IT-SHALL BE DONE ON AN AREA STABILIZED 3 c:0O O ��� SCALE: 1" = 600' WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING z PLAN VIEW \ \ \ \r�\r�\ \��\,���� BERM DEVICE. 10 MIL PLASTIC LINING PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED o AFTER EACH RAIN. PLAN VIEW SECTION A-A �M COX LANE STABILIZED CONSTRUCTION ENTRANCE DETAILS BELOW GRADE CONCRETE WASHOUT AREA Q - 3 LAND NIF OF JEANNE M. GRACE I LAND N/F 1000-083 03 004.TH F08K 7YCLING INC. ��V (COMMERCIAL SITE-WELL WATER) (COMMERCIAL SITE) Li C3 W PROP. WATER SERVICE 11 z E 0 6' CHAIN LINK FENCE o S 47'01'00" E 337.86' S 46024'50" E - - - 473.19 d - Q - , a Z �h - a - z W _W_WAll 36" w 15"SPLIT f MAPLE U PINE rah zLLJ x W (WN W \ \ (v �`_J' U_ V)0LdJOVERHYx a- 3 SPACES \ \ i* WIRES U EXISTING 30.6' 17" QW WATER SERVICE W Ln PINE 198.00' 198.00 I 2 \ BRICK HQ row �= RO$ m Jo�w= M I J / h' M , ����W 0 2e PROPOSED 1 STY. PROPOSED 1 STY. 20 \ ls�/ = o �.�LLtn PINE STORAGE WAREHOUSE BUILDING STORAGE WAREHOUSE BUILDING ``� x . o PHASE 1 o PHASE 1 I / �v' \ \ 200 6' 0 16.0' '+ F.F. EL. (57.3) (SLAB) F.F. EL. (57.3) (SLAB) BRICK rr %4 SLATE 11,880 S.F. 11,880 S.F. U \ \ \ N T STEPS 16' in PATIO O� °e R.o. ( CONVERT (DRY BUILDING) DRY BUILDING ,� o.o. �^ o' 6.6 �W NTO OFFICE J \ \ o to `6 xOP SPACE \ „� roM° (��O Q�V 21.s' w a PROP. GATE-1 30.3' 39.0 \ \ \ x PROPOSED PROP. WALK 19 � N N N .01 \ '^ SILT FENCE 9.1 APL PINE x O O C \ J '5�. o PIN14"SPLIT 3 SPACES \ Q PINE \ O 3 Q PINEPUT. I - 7 9.0' �-` L x 160.00' 200.00' \ \ \ 2 \ O o' err 11 SPACES PROP. \ �� �O� <O) QI q Qo N KEYPAD y 70 \ OST �`� _ N C' �o �� o x PROPOSED 1 STY. PROPOSED 1 STY. \ \ h o" `�' °D MINI STORAGE BUILDING MINI STORAGE BUILDING �Q�vof°PO J0 PROP ASPH. CUR o PHASE 2 Q o., „ 4 9" i ® PROP. o PHASE 2 G/ O �O 16• 16• MAPLE DOGWOOD x KEYPAD F.F. EL. (57.3) (SLAB) o F.F. EL. (57.3) (SLAB) V 3 MAPLE CHERRY DECORATIVE WALL & FNC. \ V 9,600 S.F. 12,000 S.F. (DRY BUILDING) \ (DRY BUILDING) � o � O IT �TI CONCRETE 35.0 I WASH OU T AQ. ' / LANDSCAPED L_ - J AREA � \ Q AREA - o w �,, �.0• r✓ C'.` 2v - •• 1 \ \ Jim ST V o�� �`�_ SOIL STOCKPILE 3 SPACES \\ \ a �O F o \ Q- � a� �o� AREA 200.00' 200.00' 4z' 1171% co �, e� PROPOSED 1 STY. PROPOSED 1 STY. I \Quo MINI STORAGE BUILDING 24,0. \ \ •�/Mjry PROP. SCREEN PLANTINGS - - . • � MINI STORAGE BUILDING / ry (0� ` _ _ \\ r PHASE 3 o PHASE 3 I 20 \ „ ' F.F. EL. (57.3) (SLAB) o �• �, �, z F.F.. EL. (57.3) (SLAB) .h Q � 003 d , „ , 12,000 S.F. \ �, �mo� N 4 03 0 233.52 PROP. 6' FENCE m z 12,000 S.F.x C3DRY BUILDING \ \ X00• BLOCK RET. WALL z (DRY BUILDING) ( ) \ \ �+ J '00 Q ti CO w 35.0' \ APPROVED L'�,:® J CONCRETE 0 Z it Up \\ \ 7 POTATO BARN Q w N LAND N/F OF W,IF FARMS LLC ;n \ NNiNG [i'�AEe.� yam' 1000-083-03-005.2 1`7 Ci O- 10 (COMMERCIAL SITE) d' a M \ \ \ TOWN OF SOLMOLD / Z 16 SPACES \ I I I I b DATE ..1 2 12-(3 2.0 - - - - - - - - - - - - - - a o z w PROP. 6' FENCE ON WALL o z z w " - �aoo O F,moo 2 az N 46'03'00" W GRAVEL DRIVE 560.89 �., PROPOSED �` SILT FENCE PROPOSED SILT FENCE LAND N/F OF F. McBRIDE & SONS RECEIVED 1000-083-o3-006;.1 (- (LANDSCAPING & CULTIVAT D FIELDS) JUN 19 2020 Southold Town Planning Board NOTES: LEGEND EROSION CONTROL AND PLANTING PLAN 1. THE USE OF NATIVE, DROUGHT TOLERANT PLANTS OREGON WAREHOUSE STORAGE IS REQUIRED IN ALL LANDSCAPING. EXISTING TREES 2. ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE WATER SOLUBLE NITROGEN IS NO MORE THAN 20% e1SITUATED AT OF THE TOTAL NITROGEN IN THE MIXTURE ARE CUTCHOGUE PROPOSED 3-4' BLUE SPRUCE PERMITTED; ! TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK PLANTING SCHEDULE 3. A MAXIMUM OF 1 LB. OF NITROGEN PER 1000 SQUARE QUANTITY SYMBOL COMMON NAME BOTANICAL NAME SIZE/CALIPER FEET IN ANY ONE APPLICATION IS REQUIRED, WITH A PROPOSED SHADE TREES 2 1/2"-3" CALIPER . CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS. `t,rt,s' S.C.T.M. 1000-083-03-005.3 28 NORTHERN RED OAK QUERCUS RUBRA 2 1/2"-3" CALIPER PER 1000 SQUARE FEET PER YEAR; PREPARED BY: PREPARED FOR: 4. THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING 3-4' HT. NITROGEN, PHOSPHORUS, OR POTASSIUM BETWEEN KENNETH H. BECKMAN, L.S. 11900 OREGON ROAD, LLC 123 BLUE SPRUCE PICEA PUNGENS PLANT 15' O.C. NOVEMBER 1ST AND APRIL 1ST IS PROHIBITED; OF NEIN 5. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER .<<G YQ SURVEYING AND LAND PLANNING P.O. BOX 946 2 >� FLOWERING DOGWOOD CORNUS FLORIDA 2 1/2"-3" CALIPER IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR �P �\A 8FC� �-� 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE C �? 3 GAL. CONTAINER ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE h ? r v * SUITE D 6 LOWI3USH BLUEBERRY VACCINIUM ANGUSTIFOLIUM W '~' ✓t' Z RIDGE, N.Y. 11961 �. a PLANT 6' O.C. BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE x �- PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, r^ ll 1' 1 i� O REVISIONS: NOTES: TOPSOIL AND SEED SHALL BE USED FOR ALL DISTURBED AREAS IN ADDITION TO THE LANDSCAPING E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE .. - •' ' SCALE: 1 =30 REV.6/16/2020 DRAWN BY: KAK SHOWN HEREON. PLANTS VARIETIES SHALL BE AS DESIGNATED OR APPROVED EQUAL. MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH \ -' A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF DATE: MARCH 2020 CHECKED BY: KHB A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST LAND S INDICATES IT IS NECESSARY. DRAWING: BB19-19573.DWG JOB No. B19-19608 SHEET: 2 OF 2 COX LANE _ - ----- - ---- I'DLAND N/F OF JEANNE M. GRACE 1000-083-03-004.5 LAND N/F OF NORTH FORK RECYCLING INC. 2 oCOMMERCIAL SITE) 1000-083-03-004;7 �, ( (COMMERCIAL SITE h o, a• .� DZ U,wi, Uw �p �� S 46 24 50 E 473.19 S ,47'01'00" E 337.86 d 6' CHAIN LINK FENCE o 0 I d z 0 V WATER SERVICE CA �pf P W W v oWo w M ? U� L.P. PROP. EXP. J 3 a 38.7' C' EXISTING 30.6' HI WATER SERVICE L.P. 198.1' 198.1 w H� op p BRICK Z m � x a S.T. 0 3 STEPS ,� �_-g co M �s w 1 STY. 1 STY. ,oh ^ R.O. '� '' w O. ^ O STORAGE WAREHOUSE BUILDING 0) STORAGE WAREHOUSE BUILDING 0) 0y 0� L.P. do. o F.F. EL. (56.5) (SLAB) o F.F. EL. (56.3) (SLAB) 3 4Q `srn 6 0 16.0' s (DRY BUILDING) (DRY BUILDING) PO, 00 /,) BRICK a 1.4 SLATE STEPS 16 PATIO h 11) � R.O. n `� 1 STORY 0' ^ 6.6 0 S.T. FRAME OF 1R w OFFICE �p t6 n < ��h to F.F.EL. 60.9 198.1' 198.1' a' y`V o° 21.6 'r w° 30.3' o tQ 00 CONC. W W �O 0• Rid, o' N N ham. ao 3 159.9' 199.9' O o a?ST $ci Q ASPHALT DRIVEWAY N 1\ 401Z ` V CO 0) CONCRETE FOUNDATION o o Q Dry CONCRETE FOUNDATION T.F. EL. (55.5) '(SLAB) � lv T.F. EL. (55.4) (SLAB) o rj (DRY BUILDING) (DRY BUILDING) 3 0�Q 246,159 S.F. OR Q 5.65 ACRES oo �P ' 159..9' 35.0' 199.9 gyp• I Q. h N N h� CO N V f O �°OST OI 9y ,c/ ha 35.1' O 00, Jp 199.9' 199.9' .00 ,A5 ^ry rn CONCRETE FOUNDATIONLn �aN o CONCRETE FOUNDATION o o T.F. EL. (55.0) (SLAB) ry ti w T.F. EL. (54.9) (SLAB) i Q G) =M s7.o' (DRY BUILDING) (DRY BUILDING) 'S7 o o N 4 '03' 0" o 233.52' E 0 3 BLOCK RET. WALL W CONCRETE 0 199.9' h� POTATO BARN 0 199.9' Q C Np LAND N/F OF WJF FARMS LLC ;n � 0' 1000-OBJ-03-005.2 b (COMMERCIAL SI TE) 0 0' y cs ZwN 1 - - - - - - - Za waoo DEPARTMENT APPROVAL zov� N 46'03'00" W 560.89 GRAVEL DRIVE LAND N F OF F. MCBRIDE & SONS 1000-083-03-006.1 (LANDSCAPING & CUL TI VA TED FIELDS) ik AS-GUILT 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 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 OF NFtll SUITE D RIDGE, N.Y. 11961 , REVISIONS: v SCALE: 1 =30 UPDATE AS-BUILT 9/14/2020 DRAWN BY: KAK \ _ DATE: SEPTEMBER 2020 CHECKED BY: KHB 4 � �O DRAWING: BB19-19573.DWG JOB No. B20-20434 SHEET: 1 OF 1 i J .DAA Elm DiGiovanni & Associates Architects ,OX LANE _ 26res p ton avenue sea cliff, ny 11579 �:," (516) 671 - 3624 fax(516) 759-7138 n�' m UbM!? 3 LAND N/F OF JEANNE M. cSRAGE LAND WF OF NORTH FORK RECYCLING 1 hr �a 1000-083-03-oo4s 1000-oe3-0.5-004.7 19-110 (COMMERCIAL 61TE-WELL WATER) (COMMERCIAL SITE) i P�G1STEp�O �� n� ., �?� 5 41001'00" E 337.86' PROP. b' FENCE 5 4602450" E 473.19' R L 0 V CHAIN LINK FENCE IL oP^ �q 0 A LL � �q b'PI/c,FENCE , ,� .� U IL T-x x -Vx x x \� Q x ry x W CHAIN LINK FW-. \ 87E9 'R x \�Q ` U-Y GATE u.- 0 \ YC�� WLU V Q� ,le^O �� u x x w Z I J p� 3 �a _ L t" 15541 E D 4 TEES TINS sob ° I p 6 I9b.00' 198.00' 5 L \ v W i ME ux FRAI� DWELLIN& v PH HA I + ___I 0\ „1 FFMIE LbbB BUILDIIN6 I BUILDIN5 2 \ / Q4 GO RT EXISTING � a 1 �l� a PROPOSED 15TORY g PROP05ED I STORY / SATE 4�G.L.F. GA GE TO OFFICE dx o 1 \\ Q�v b Q IbA' x x x ,� MINI STORAGE BUILDING � INI 5TORAGE E3UILDI1.G / \ GONG.WALK 11,550 sf (dN building) 11,560 sf (dry building) L -i \ fo r m I c I�6 FF 1 = 5 .5 Fel = '1.5 \ �. �:� PATIO h•� / 15TORY n" O x \� .Omb' IbA GARAGE J 6.F.EL.60.9 \ \ yY p �2!& IbA x xT�x p \ \\ I \ \ \ \ \ PROP.WATER SERVICE WALK x p- PROP.PRO ICEYPAC� \ \ \\ 516NP ® x 11 SPACES A�A Q1, <o -Dio \ \ \ per vy 0 0 T ASPHALT DRIVEWAYAu 044 �a np x rn PH PH + J �� �? PROP. BUILDING 5 0° BUILDING 4 " ,r-o PROP05ED I STORY PROPOSED I STORY / \ \ f'h AT 0 a ® IGEYPAD INI 5TORAGE BUILDING INI STORAGE E3UILI I / \ e Q 3 N a PROP. POST d RAIL FENCE x v �/ ry� \Q x x x x&ATE x x x x x x *x ,I F I = 51.5 gb00 sf (dry building) 12,000 sf (d building) L J 6 D�Dd of �N � o� � � 0 � T AND5GAPE \ \ \ T AREA 61 -0 0 .200.00' 200.00' i i — -7 \ u xHq PHA E + —i m ` is PROP. SCREEN PLANTINGS O BUILDING 5 O I �0 o. PROPOSED I STORY BUILDING 6 o PROPOSED I STORY 1 / p MINI 5TORAGE BUILDING 12p00 sf (d building) L h cn MINI 5TORAGE E3UILDING .i; z Z 3 KI N 4 °03' 0' 233.52 PROP. b' FENCE Q Z �` '� w o a $ I z I Q 12,000 sf (d building) FF BLOCK RET.WALL Q , V FF I '1. \ ,p• CONCRETE z \\ POTATO BARN O m � W I\\ ;O LAND N/F OF NJ=FARM5 LLC (COMMERCIAL 5/TE) I I Z SPACES x W PROP. b' FENCE u- a I U o IL N 4600500" W 560.Sq' GRAVEL DRIVE 71f':UNDEIL-"G1Y...:)I,ARSUANT TO SOUTffOLD TO%,N Co,,)E MiMON r3-131(M ACENOWLEDGFS THAT 7BE CONDMONS OF THE SITE PLAN VAL S:-r Fo^TH LN THE; ESOa tmoN On Appm A><,DATED b/10/2020 FINAL COORDINATION 5'-0" x 5'-0" mfaQ—n92Q,ABE ACCEPTED(SEE C79-�^WJA-�v MONS ON RESO'LUnOw), PAINTED WOOD =�,7' pp 1�wxJJ R E V 1 5 1 0 N 5 b'-0" SIGN W/ INDIRECT ILLUMINATION �� / —�+� (2) I'-5" x I'-5" x 4'-b" /1 / G" _�'2 0 AUrIitJR ZED StGNATUR£ IT�LE" DATE THESE PLANS ARE AN IN5TRld�IENT OF SERVICE AND ARE THE STONE PIERS PROPERTY OF THE ARGHITEGT.IWRIN6EMENT5 WILL BE (T STONE GAP TOWN OF SOL HOLD PLAMPROVED NLNG BOARD �'E�D• 51 TE PLAN (TYP) CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND 3 DIMENSIONS AND SHALL BE RESPOP151BLE FOR FIELD FIT rn 3 _._._:_;: •_• ? AND QUANTITY OF WORK NO ALLOWANCE SHALL BE MADE CH�e '�'��sov 5��.•ATtxe ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 1-8 7 7-UNIT 2 G O NOTE:7te e":"wedd a�"..e d"ele-a+l"E"a.16-'°I bar Vand U-T a�af.^�of tie_ p>� NEGLECT ON LF PART. ELEVATION Unit 2 Go GOXS LANE Mini Storage (2) I'-5" x I'-b" x 4'-b" 5'-0" x 5'-0" MULBERRY 5T. STONE PIERS PAINTED WOOD W/ STONE GAP SIGN H/ INDIRECT Q lTYP1 14 ILLUMINATION �0 11900 Oregon Road v PROJECT LOCATION o Cutchogue , NY TUTHILL 0� ROAD 51TE PLAN QUzi O COMMERCE_ < V DRIVE RCE i<EY MAP nts PLAN DEPOT LANE RECEIVED 10/25/2019 CEIt ED DATE Fri I JUN 2 3 2020 A5 NOTED n FREE 5TANDINO SION DETAIL Southold Town SCALE I OF 8 A-I 1/4• . 1'-0• Planning Board DRAB BY JV5 CHECKED BY DD DAA ® 0 DiGiovanni 30'-4" Associates 1:1 VN Architects 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 UU Icc, I fax(516) 759-7138 ON I EXISTING I H/C MECH. J I TOILET OFFICE I Iq-110 P \o A KITCHEN I a s II EX15T1 NG L21_4" I m 14-0l2-6' " ' " FAMILY ROOM NdU r EXISTING EXISTING LIVING DINING ROOM 00 REF. ROOM t— I - - - - - - - - - - o — - - —I -�� 00 I I I I I I ON UP ATTI - - m ACCE55 I i 1 5 511 E D ON ( O 1 v - - - - - - - - LIN. EXISTING EXISTING 1st FLOOR — — — — n I o ATH OOM EL. +0'-0" BREAK ROOM 1 o ry I W D I GENERAL Z EXISTING - „ OFFICE/DISPLAY AREA BATHROOM 0 1 o I O i COUNTER 210" 6 I I o CLOSET - - EXISTING I ALCOVE EXISTING BEDROOM 1 BEDROOM I -t-4 �,-lo I I I l� - - - - - - - - - - - - - - - - - - - - - - - - - - - -� I � - - I a BEDROOM m "' EXISTING I O I PATIO ro ❑ m L - - - - - - - - - - - -� ON 3R 30'-4" OH ON OFFICE PLAN A-I GARAGE CONVERSION 1/4" = r-O" FIRST FLOOR PLAN A-I EXISTING DWELLING 1/4" = 1'-O" APPS®VEp SY rLANNIN(; t�oJ rj) z x z TOWN o,: SOL"oLD L2 D 12 D -7/ 2-12,62,0 6/10/2020 FINAL COORDINATION O O METAL 5TANDIN6 SEAM / Z� � METAL STANDING SEAM NEW COPULA (TYP) '^ NEW CAPULA(TYPE ROOFING(TYPJ Cy R E V 15 I O N 5 ROOFING (TYPE13 THESE PLANS ARE AN INSTRUMENT OF SERVILE AND ARE THE PROPERTY OF THE ARCHITECT.INFRIN6EMENT5 NULL BE PROSECUTED. 2 METAL STANDING SEAM 8CONTRACTOR SHALL VERIFY ALL FIELD GOPDITIONS AND 2 ROOFING (TYPE DIMEN5IM AND 5HALL BE RE51PON51BLE FOR FIELD FIT AND QUANTITY OF VM.NO ALLOWANCE 5HkL BE MADE 8 METAL 510IN67(TYP) ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NE6LECT ON HIS PART. ML2 12COMP051TE FA5CI 2 FREEZE BO. (TYP) Unit 2 Go Mini Storage Ell COMPOSITE '° 11900 Oregon Road SUNBUR5T Cutchogue , NY FLOOR PLANS Wlk 11111111 11 H 111111 GRADE I I®u J c � ®H i G L/ 8'-0" x 7'-0" INSULATED FULL 7LA55 METAL SIDING GARAGE DOORS IN EXI5TIN6 OPENNGS(TYP) METAL SIDING (TYP) BY GLOPLAY MODEL AX (VIF-TYP FOR 2) RECEIVED 10/25/201q DR on eth ----- DATE SCUTH ELEVATION JUN 2 3 2020 � WELEVATION � A5 NOTED EST „ _ ,� /'`-1 GARAGE CONVERSION I/4" = I'-O" Southold Town 5 G A L E -2 OF 8 A- Planning Board GARAGE CONVERSION 1/4 - I -O DRANW BY m CHECKED BY DD D A, A r] ri METAL ROOFIN6(TYPJ L ® r] DiGiovanni & S N 5 N *0-H. 5 N 12 12 WEATHER VANE(TYP -0'X 4'-0'WINDOW 12 L2 12 A5 SELECTED 12 METAL FRAME - YPALL 51M METAL STANDING SEAM Ssociates ROOFING(TYPJ Architects 26 preston avenue N S sea cliff, ny 11579 12 (516) 671 - 3624 Ilk i To PLATE fax(516) 759-7138 EL.+20'-0' METAL SIDING(TYP) Iq-110 ��G\STERF� 0==0E=I= L—ji IL 11 ��00� 000000 41 pP p`ym N Z y ,TO Ist FLOOR TO PLATE DATUM EL.+20'-0' EL.+0'-0' 111111 :✓Y G '� JWALL PACK L16HTIN6 METAL SIDING(TYP) METAL LEADERS l FIXTURE-SEE SITE L16HTIN6 20'-0'X 14'-0'HIGH 6UTTERS 0 40'-0't O.G. PLAN FOR DETAILS(TYP) METAL ROLL UP DOORS (TYPJ PV w1NDow5 155UED b �05OU T H ELEVATION DA I�FLOOR EL.+0'-0' -O" WALL PACK LIGHTING FIXTURE-SEE SITE LIGHTING METAL ROOFING(TY4H .H. PLAN FOR DETAILS(TYP) M S &121 124'-0'X 4'-0'WINDOW WEATHER VANE(TYPJ 12 2112 IN METAL FRAME AS SELECTED 2 12 (TYP.ALL SIDES) METAL STANDING SEAM ROOFING(TYPJ 5 NEST ELEVATION A-2 5/52" = 1'-O" TO PLATE EL.+20'-0' 4 m =0E==0 _ 00000 O b :n TO 1st FLOOR A 10 11 DATUM EL.+0'-0' ----7 METAL 51DIN6(TYP) WALL PACK LIGHTING METAL LEADERS l 20'-0'X 14'-0'H16H FIXTURE-SEE SITE LIGHTING GUTTERS(TYP) METAL ROLL UP DOORS METAL LEADERS t K/WINDOWS (TYP) GUTTERS O 40'-0't O.G. PLAN FOR DETAILS lTYP) (TYPJ lIlORTH ELEVATION APPP,4VED BY 198'-0" r iAN►`SING eoAPJ) T0t*1N O'' SOMOLD DAM -��� I�za M 5 20'-0'x 14'-0�DOOR -20'-0'x 14'-0'h DOOR 20'-0'x 14'-0�DOOR 1:2r- (ELECTRIC,OPERATED) (ELECTRIC OPERATED) (ELECTRIC OPERATED) C � EXLT ........................ qp 11.4 EX LT METAL 510INO(TYP) 6/10/2020 FINAL COORDINATION 4 R E V 1 5 1 0 N 5 TO PLATE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE EL.+20'-0' PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND STORAGE AREA 5TORAGE AREA DI*16ION5 AND SHALL BE RE5PON51BLE FOR FIELD FIT 3,000 5r✓500_bp 6,660 qri 500=16p AND GVANTITY OF WORK.NO ALLOWANCE 5HALL BE MADE UNHEATED UNHEATED ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 4 NEGLECT ON H15 PART. TO Ist FLOOR L.DATUM-0" Unit 2 Go WALL PACK LIGHTIN6 FIXTURE-SEE 51TE LIGHTING PLANMini Storage PLAN FOR DETAILS(TYP) 11900 Oregon Road Cutchogue , NY EX L7 (ELECTRIC OPERATED) (ELECTRIC OPERATED) (ELECTRIC OPERATED) (ELECTRIC OPERATED) 4 I LEAST ELEVATION 20'-0'x 14'-0'h DOOR 20'-0'x 14'-0'h DOOR .20'-0'x I4'-0T1 DOOR 20'-0'x 14'-0'h DOOR A PHA 5 E I Building 198'-0' RECEIVE® 10/25/201q I QST FLOOR PLAN � — DATE I-- ® . 2 JUN 2 3 2020 A5 NOTED A-1 BUILDINO 1 3/32" = I'-O" q C Southold Town 5 G A L E ✓ �I Planning Board DRAM BY .� CHECKED BY DD METAL ROOFIN5(TYP) L DiGiovanni & 5 M 5 N 2 N S N 12 12 WEATHER VANE CrYP 12 -. 12 12 12 AS SELECTED 12 IN ME x 4'-0'WINDOW 12 IN METAL FRAME 8• b Crn'.ALL SIDES) METAL 5TANDIN6 5EAM Associates Ej ElOJi. O.H. ROOFING ) Architects 977 1 26 preston avenue N 5 sea cliff, ny 11579 (516) 671 - 3624 1111111111 9111111111111111111 11111111 1111111 1111111111 111111111111111111111 111111111111111 1111111 a12 fax(516) 759-7138 TO PLATE IF EL.+20'-0" I i METAL SIDING(TYP) 1q-110 �G\STE RF 4p m i z n TO 1st FLOOR TO PLATE - DATUM EL.+20'-0' WALL PACK LIGHTING METAL SIDING(TYP) METAL LEADERS I FIXTURE-SEE SITE LIGHTING 20'-0'X 14'-0'HIGH 6UTTERS a 40'-0't O.G. PLAN FOR DETAILS MT) METAL ROLL UP DOORS (TYPJ IN KNDovrs (SP) 1 5 5 U E D S O'V T H E L E Y A T I O 1 ` TO Ist FLOOR DATUM EL.+0'-0" A-2 3/32 u = 1'—O" WALL PACK 1-161-ITING FIXTURE-SEE 51TE LIGHTIN6 METAL ROOFING PLAN FOR DETAILS(TYP) N S kH M SN S 124'-0'X 4'-0'WINDOW � WEATHER VANE(TYP) 12 1Q 12 IN METAL FRAME �^ A5 SELECTED Q 12 12 (TYP.ALL SIDES) [EDMETAL STANDING SEAM O�{, ROOFING CrYPJ 3E3 13 NEST ELEVATION A-2 TO PLATE EL.+20'-0' 0 rn Q Q .n TO Ist FLOOR DATUM EL.+0'-0' ADERS METAL 51DING CrYP) 20'-0'X 14'-0'HIGH 6UTTER5E(TYP) I WALL PACK LIGHTING METAL ROLL UP DOORS METAL LEADERS I FIXTURE-SEE 517E L16HTIN6 W/WINDOWS (TYP) &UTTERS a 40'-0"1 O.G. PLAN FOR DETAILS(TYP) CIYPJ NORTH ELEVATION A 2 3/32" = 1'-0" APPPIOVED BY MNNING t®ARD 198'-0• TOWN O' SOUTHJLD DATE —T 2 f-W,0 .20'-0'x 14'-0'fi DOOR 20'-0'x 14'-0'h DOOR 20"-0'x 14'-0'n DOOR _ (ELECTRIC,OPERATED) Voi (ELECTRIC OPERATED) (ELECTRIC,OPERATED) N EX LT qp �..�6 EX LT METAL SIDING(TYP) 6/10/2020 FINAL COORDINATION 6 6P lo 1? 4REVISIONS Ilk i TO PLATE THESE PLANS ARE AN INSTRIKW OF SERVICE AND ARE THE EL.+20'-0' PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD 6ONDITION5 AND STORAGE AREA STORAGE AREA DINEN5ION5 AND SHALL BE RESPONSIBLE FOR FIELD FIT 3,000 SI/500=6p 8,880 SI/500=18p AND QJMTITY OF WORK,NO ALLOWANCE SHALL BE MADE UNHEATED UNHEATED ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NE6LE(T ON HIS PART. TO Ist FLOOR DATUM EL.+0'-0' Unit 2 Go WALL PACK LIGHTING FIXTURE-SEE 517E LIGHTING PLANMini Storage PLAN FOR DETAILS C►YP) 11900 Oregon Road Ex LT � 4 AST ELEVATION Cutchogue , NY qp (ELECTRIC OPERATED) (ELECTRIC OPERATED) (ELECTRIC OPERATED) (ELECTRIC OPERATED)L m 0 a -- a -5 0 - - 0 10'-0'x 14'-0'h DOOR .20'-0'x W-M DOOR .20'-0•x 14'-0'h DOOR 20'-0'x 14'-0'h DOOR PHA 5 E I Building .2 198'-0' _ 10/25/201q An DATE FIRST FLOOR FLANRECEIVED 104 JUN 2 3 2020 A5 NOTED A-I BUILDING2 3/32" = I'-O" 4 OF 8 Sout old Town SCALE Planning Board DRANK BYJVEI GHEGKEO BY DD n ® 11 DiGiovanni & METAL ROOFING Associates(TYPE Architects 5 M 5 N 2 N Q 2 WEATHER VANE (TYP °j 4'-0" X 4'-0" WINDOW L2 L2 AS SELECTED L2 IN METAL FRAME METAL STANDING SEAM 8• b'o° • ° (TYP. ALL SIDES) E3 01ROOFING (TYP) O.H. O.H. 26 Preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 N 5 �1 Iq-110 11111111111111111 11 nil I I IIIIIIIIIIIII TO PLATE QIL EL.•12-0• in y�K�A:b� -Q�; Vi O� a/O y 4 METAL 51DINO(TYP) To Ist FLOOR LED WALL METAL LEADER5 d- DAA PACK LIGHTING GurrERS(TYPE EL.+0'.0• FIXTURE (TYP) 41x4- METAL SIDING(TYP)_1 I U I legs 9'-0" X 9'-0" HIGH TO PLATE METAL ROLL UP DOORS WALL PACK LIGHT (TYPJ FIXTURES(TYP) TO Ist FLOOR DATUM EL. +0'-0" SOUTH ELEVATION A2 3/52" = 1'-0 " METAL ROOFING (TYPE 5 N s N N 5 l�IEST ELEVATION 12 12/ WEATHER PANE (TYP12 L2 L2 °J 4'-0" X 4'-0" WINDOW AS SELECTED IN METAL FRAME A-2 J;E;l METAL STANDING SEAM • 6' ;° (TYP. ALL 51DES) 3/32" I'-O"ROOFING (TYP) O.H. O.H. TO PLATE EL.+12-0' in n 4 IBM TO Ist FLOOR METAL LEADERS d DATUM GUTTERS(TYP) EL.+O'-0' ILM METAL 5101% (TYP) 9'-O" X 9'-O" HIGH METAL ROLL UP DOORS WALL PACK LIGHT (TYP) FIXTURES (TYP) NORTH ELEVATION A ' _ �. 3/32" - I'-O" APPROVED BY PLANNING tOARA 160-0• TOWN OF SOUTHOLD DATE nom{ r �1-n 12x20 12x20 12x20 10x20 12x.20 10x�20 12x.20 12x20 10x20 12x20 10 x-20 12x.20 12x.20 12x10 N 5 12 t Q 12 �J 6/10/2020 FINAL COORDINATION R E V 1 5 1 0 N 5 LED WALL METAL SIDING(TYP) PACK LIGHTING THESE PLANS ARE AN INSTRUMENT OF 5ERVICE AND ARE THE FIXTURE (TYP) 4 C 2 PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PR05ECMD. 12x95 12x'15 12x'15 10x'15 12x'15 10x95 12x75 12x 5 IO x'15 12x'15 10x'15 12x15 12x'15 12x'15 CONTRACTOR 5HALL VERIFY ALL FIELD CONDITIONS AND TO PLATE DIMENSION5 AND SHALL BE RESPONSIBLE FOR FIELD FIT tr EL. +12'-0" AND WANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. MINI5TORAOE $ _ ' TO Ist FLOOR DATUM EL. +0'-0" Unit 2 Go 12x95 12x95 12x95 10x15 12x95 10x95 12x95 12x95 10x95 12x95 IO x15 12x95 12x95 12x95 Mini S torage 11900 Oregon Road 4 EAST ELEVATION Cutchogue , NY 12 x.20 12 x.20 12 x.20 IO x.20 12 x 2O 10 x 20 12 x20 12 x 20 IO X20 12 x.20 10 X20 12 x 20 P2 X20 12 x 20 P H A 5 E IbO,_0. E i Id ing 3 10/25/201q C FIRST FLOOR FLAT ` RECEIVED DATE -I gllILDINC 3 3/32" = I'-O" JUN 2 3 2020 A5 NOTED Southold Town 5 G A L E 5 OF 5 Planning Board DRAM BY .VB GHEGKED BY DD ri ® ® � DiGiovanni & METAL ROOFING(TYP) Associates 2 Architects 5 N S M N SM l2 12WEATHER VANE (TYP 12 4'-0" X 4'-0" WINDOW 12 12YI 1 L2 A5 SELECTED IN METAL FRAME g• 6' • ° (TYP. ALL SIDES) METAL STANDING SEAM 0 . O.H. ROOFING(TYPJ 26 Preston avenue E3sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 79 N S 1111111I TO PLATE X12I 111 IMI 1a-110 �GISTEP,fi G � 4 LED WALL METAL SIDING(TYP) s�j D y METAL LEAVERS tMEE Ist FLOOR N W PACK LIGHTING 6)TTER5(TYP) 1�1 nil Il I EL.+o'-0• FIXTURE (TYP) 4 no FW v pA� q-OX Q-0 HIGH METAL SIDING(TYP) TO PLATE METAL ROLL UP DOORS WALL PACK LIGHT (TyP) FIXTURES(TYP) TO Ist FLOOR DATUM SOUTH ELEVATION I IEL. +0'-0" 1� 11 11 11 if 1111 11 111111 1� 1� 1� 11 1111 11 1111 111111111 11 A 2 5/32" 1'-0 " METAL ROOFING (TYPJ S N S M E N 5M 4-0 �� 3 NEST ELEVATION � � WEATHER VANE (TYP 12 _� � " X4� 0" WINDOW AS SELECTED IN METAL FRAME 8' 6' • •'D (TYP. ALL 5IDE5) METAL STANDING 5EAM A-2 5/52 = 1'-0" O.H. O.H. ROOFING(TYPJ TO PLATE EL..12-0' in ry 4 TO 1st FLOOR � METAL LEADERS t DATUM WTER5(TYP) METAL SIDING(VP) 9'-0" X q'-O" HIGH METAL ROLL UP DOORS WALL PACK LIGHT (NPJ FIXTURES(TYP) 1NORTH ELEVATION A 2 5/32" = I'-O" APPP,®VED BY rLANNING COAcra TONVN of SO'UTHOLD 200'-0" DATE -1 j 2-)Z6Zb i 12 x 20 12 x 2O 12 x.20 12 x 2O 12 x 20 12 x 20 12 x 20 IO X20 12 x,20 IO X20 12 x 2O 12 x20 12 x 20 12 x.20 12 x.20 12 x,20 12 x.20 12 Q� _3 6/10/2020 FINAL COORDINATION R E V 1 5 1 0 N 5 LED WALL METAL 510IN65(TYP) PACK LIGHTING THESE PLAN5 ARE AN INSTRUMENT OF SERVICE AND ARE THE FIXTURE (TYP) 4 12 PROPERTY OF THE ARCHITECT.INFRIN6EMENT5 WILL BE PROSECUTED. 12x'15 12x93 12x13 12x75 12x95 12x75 12x75 IO x'15 12x'15 10x'15 12x'15 12x75 12x75 12x'15 12x'15 12x'15 12x'15 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND TO PLATE DIMEN51ON5 AND SHALL BE RESPONSIBLE FOR FIELD FIT EL. +12'-0" AND GJANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 4 NE6LECT ON HIS PART. MINI 5TORA(E TO Ist FLOOR DATUM EL. +0'-0" Unit 2 Go 12x95 12x93 12x73 12x93 12x75 1205 12x75 10x75 12x93 10x75 12x75 11x75 12x75 12x75 12x75 IZx95 I2x75 Mini Storage 11900 Oregon Road 4 EAST ELEVATION Cutchogue , NY A-_2 12 x-20 12 x-20 12 x.20 12 x.20 12 x..20 12 x1O 12 x-20 IO x-20 12 x 20 10 x 20 12 x-20 12 x-20 12 x-20 12 x 20 12 x 20 12 x 20 12 x 20 PHASE 200.0. Building 4 RECEIVED 10/25/201q f— I RST FLOOR PLAN JUN 2 3 2020 DATE J A5 NOTED P`-I BUILDING 4 3/32 = I'-O" Sout o Town Planning Board 5 G A L E 6 (:;)F 8 DRAWN BY .VB CHECKED BY DD DAA M DiGiovanni & Associates *L2 ETAL ROOFING(TYPE Architects b N S M L2 WEATHER VANE (TYP124'-0" X 4'-O" WINDOW12 12 A5 5ELEGTED IN METAL FRAME l2 (TYP. ALL 51DE5) METAL 5TANDING SEAMEl ROOFING(TYP) 26 Preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 all 111 , 1111 , N S � TOPLATE 12 A-11010 EL.+I2-0' h oP�t Q�Co9oti G � � C7 TO 1st FLOOR LED WALL METAL SIDING(TYP) a z �' METAL LEADERS i— DATllM PACK LIGHTING : GUTTERS(T'YPJ m m !I EL.+0'-0• FIXTURE (TYP) 12 O� r 9 4 W Y OAS METAL 51DING(TYP) q'-0" X q'-O" HIGH TO PLATE METAL ROLL UP VOOR5 WALL PACK LIGHT - EL. +12'-0" 1 (TYP) FIXTURES(TYP) 5 5 ,1) E D LN TO Ist FLOOR DATUM EL. +0'-0" SOUTH ELEVATION METAL ROOFING (TYP) S NL2 L2 L2 S M ! N S N L2 WEATHER VANE (TYP °j 4'-0" X 4'-0" WINDOW 1.2 A5 5ELEGTED IN METAL FRAME 3 NEST ELEVATION e• V0. • O (TYP.ALL SIDES) METAL STANDING SEAM IF—F- „-�� o.H. o.H.� ROOFING(TYP) IIS„���I A-2 3/32" = I'-O" To PLATE EL.+12-0• ry Q TO Ist FLOOR `y METAL LEADERS d DATUM GUTTERS(TYPE - EL.+0'-0' METAL 51DING(TYP) q'-O" X q'-0" HIGH METAL ROLL UP DOOR5 WALL PACK LIGHT (NP) FIXTURE5(TYP) NORTH ELEVATION -O" APMOVED 13Y PLANNING tOArD .200'-0' TOWN OF SOUTHOLD DATE -7 12- 12�2� 12 L2 6/10/2020 FINAL COORDINATION R E V 1 5 1 0 N 5 LED WALL METAL 5101%(TYP) PACK LIGHTING THE5E PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE FIXTURE (TYP) 4 L2 PROPERTY OF THE ARCHITECT.INFRIN6EMENT5 NULL BE PRO5WED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND TO PLATE DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT EL. +12'-0" AND QJANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HI5 PART. $ TO Ist FLOOR DATUM EL +0'-0" 11 11 J 1111111111 Unit 2 Go Mini Storage 11900 Oregon Road Cutchogue , NY 4 EAST ELEVATION 15� A-_2 3/32" = I'-O" PHASE 5 00'.0• EVIding 5 1 6 10/25/201 q RECEIVED DATE AIM 2 FIRST FLOOR PLAN JUN 2 3 2020 - A5 NOTED p, -I BUILDING 5 $ 6 3/32" = I'-O" Southold—Town 5 G A L E I OF 8 Planning Board CRAM BY .\/13 GHEGCED BY DD DiGiovanni & Associates Architects / u,�r n 26 preston avenue 3 LAND N/F OF NORTH FORK REGYGL/N6 /NG. sea cliff, ny 11579 LAND N/F OF JEANNE M. &RAGE j000_0,05-0_n-0o4.7•�083-03-004.5 (516) 671 - 3624 1000- (COMMERCIAL 51TE-WELL 1NATERI (COMMERCIAL 51TEI fax(516) 759-7138 a 413.Iq' bTG�Ia L o Q�3 �7 "I OD OA OA OA 0 OA OA OA OA OA OA OA OA OA OA OA OA OA OA OA OA OA OA OA OAI OA OAq 0.1 OJ O 0.1 0.15 G.II Oil O.IS 0.15 0.17 0.17 0.15 I 004 OA OA4 0.15 0J4 OJ4 015 .14 0.19 O 0.19 0.15 0.15 O.Iq O.Iq 0.15 0.15 OW 0.1q OJ5 OAS OAb ODI OA OA OA OA OA OA 0 O 0 Q Iq-110 P�GISTF IL Q x 6'PVC,F%NCE )x x x A ° t�� P`tW pi qAC, 0� OA xOD ODx OA OA OA OA OA OA OAI oAb OA 0.15 0.41 OA1 041 0.4 035 .47 041 0.41 0.4 035 .47 0.97 OA7 0.4 035 0.47 0.9'1 0.41 0.41 0.15 AS oA 12 Ob O Ob O 08 O OD OD 7 OB OD OS 0 OJS OAb OOZ ODI OA OA OA OA\ SQA OA OA OQ m CSO =1 � �a &ATE x ryp �x OA OAI OAI OM 004 OM NVERT EXISTING olvn OA OA OA6 0 0 I 4A 4A I 40 aA O 1 4A 4A 1 1 4A 4A 1 004 OJS 03 75 25 IJ2 IJ2 25 4 25 IJ2 IJ2 25 25 117 IJ2 25 25 1.94 OP OAS OA6 OOi OA OA OA OA\ OA OA pQ Z ° RAGE TO OFFICE z J I I I \ Q, Q I I I I 5 A 1.14 .14 0 5 1J4 1J4 5 21 1 5 I qb \ Q 0 _ OA OAI OA2 OA4 OAb OAS OA 0 004 OAT ODI O x OA ODI 002 OAb O O I 5A SA 1 I A A 4 2 0.1 OJ4 025 0.15 I- -qAb OD2 ODI SOA OA OA OA o c 69 Q CXISTINIS 306 w V WATER SCRVIG Q 198.00 198J�0 \ Q ��`Y(Ja� ODI OD2 OA4 O.IS O.IS JS 16 OA4 OAZ O I QO OAI OD2 OA6 J2 O OA 0.7 0.14 Ob I OS I W/ OAb O dT` QA OA OA OA STORY FRAME PROPOSED I STY. OD4 OD6 0 1 OB ob 0. s oDb 0� oAI 042 006 oA o.n Ob IS PROPOSED I STY. 20 O.q Iq AGE BUIL + 0 of OD6 oDl\� D oA ° Q V x7" ° FF.EL.bb.'S x 44 a Q oA6 0 8 a 4D 0 0.02 002 ODb O o 1 a o i SEI (Bic�S WI R GCSE I (BI, WI oQ I S 51J E D OA6 01�vA OA OA F.F. EL. (5'1.3) I dx F.F..° 006 0. 0.15 5 0 2Jb if 0.0446 o0b 0 0.1 0.9 IS 'D 11,880 sf / 2A oA J9 11,880 sf L \ I � 5A 0.4 0.1 OA6 OAI A OA aro ' (DRY BUILDING) (DRY BUILDING) \ oQ \ Q A!i/ bb I 0.1 0 4 ry 6A A 9 19 AS x 006 OAS O.IS 1 O_7 0:1 0 0.15 0.4 0.44 O.IS I p.0b 0.01 OA OA Q 0.1 0 g 6F.EL.60.4 WI A B .IS AS OA4 OAZ OD2 0.06 O 0.14 0.11 031 0 31 \ ° '7 Z OJ4 Oab\OAI O OA O 0.9 x WI W1 WI WI WI A 5 WI A J4 J4 3A WI A 1.14 1.14 3A 5 Jnt1 A 1.96 \ '0,O-r- \ OQ x 1 0 0. O 1 0.95 b9 15 1.10 IJO 5 15 IJO 1.10 15 15 1.10 IJO 15 15 1.94 OJ7 OD15 6A4 0 T.QA OA OA /Q OQ 0.06 OAS 0.x 7 I 5 6 O.IS OAS OA4 OA2 ODI 0.02 OD6 OAS 1 0 1 4 I. 0. I 4 I 0 1 4 \ PROP.WATER SERVI \\\\ O OD 0juip I 3D I 0 3 G S S 0.ob A4 On 0,01 0.01 0.02 OAS OJ OJ OB I O O b O B OB B OB b8 3 5 5 0.75 0.75 0.75 0.15 0.75 0.75 3 0.75 0.75 O 0.15 OAb 0.01 OA\ A OA °Q OA OA OAI OZ 4O 0 S 0 0 0.15 AS 0.06 OD4 001 0 0.01 0.02 0.04 0 .1 0. 0.19 OJ9 .19 O.M OJ9 0.17 4 5 WI 3A 1.10 037 ON 0.15 0.15 0.19 O.Iq OJ5 0.15 0.19 OJq 0J5 0.15 ON 0.19 OJ5 OAS OD2�,O.OI OA OA oA °Q L� V 0 OA OA OA OAI 0A2 OAb OAS 5 0.16 OJS 016 DSa 06 -0 OAZ 0A1 OA OA OD2 OAS A OA OSI O 0.15 OAS ODb O.OS ODI OA OA 0 oQ v // 1 / \\ Q� OoeQ OA OA OA OA OAI OAT OA4 OAb OA6 OA6 OAb OA6 x 2 OAI OA OA OAI OA6 O 0.16 Ob PROPOSED 1 5T/Y. 15 ° PROPOSED I STY. 4A+ O 2 OOb DA2-\I A OD oQ OA Q� U n 0m cr / / AGE BUIL ICS AGE BU I L.PS � � �Q � �e OA OA OA OA OA ODI 0.01 0.02 OD2 0.02 OD2 0.02 1® AP 1.01 OD2 OAS 0.1 0 1 F. 0. Q E 2(Blcl •16 Ob 5A 5D O POSE,2 CBI 5A 5A 0.4 \ O�A1\OAI OA OA 8A OA �U�b)�A O� u KEYPAD O F.F. EL. (51.3) F.F. EL. (5'7.3) 1 \ oQ 3 O OA OA OA OA OA OA oAI 0.01 0.01 OA A A OA OA1 0.01 0.02 OD6 0.1 0 1 0. WI 0.15 OS 11 12,000 S.F. AL- 0 0. OD6 OA"2- 01 oA O OA OA o xPROP. POST d RAIL FENCE x x x x x x q,600 S.F. i � I d v Q� ry� Q j (DRY BUILDING) (DRY BUILDING) \ \ oQ 0 Ad OA OA OA OA OA OA OA OA OA 0 0 ODI 002 OAb OAb OAb 0 0.16 Ob I 15 0.7 b 0.1 Ob 0.18 .I 006 0 OAI OA OA \�Q� PROPOSED 0ROUND SIGN W/RAB LIGHTING 0.17 0.15 ooA7 0 oD o oA \ oQ -QT O ° 4 O MODEL ONILEDOYSAGIIB GOOSENECK oD 1 oAI ooa 005 1 016 38 WI \ oQ cQ4�1 FIXTURE (GI) - 13W, 5000K With 11" ANGLED { AI OA4 OAS 0.16 0 0 0.1q O O Jq 0 O 0 0.19 O O A I. A 5 .45 39 03q 0 34 O.1 039 3q 0 34 034 039 0 34 03q 39 O,I 015 .0 50 50 1.94 0.17 OAS 0.015 O.W1h oM OAI OA Q r SHADE. FULL-GUT OFF FIXTURE MOUNTED TO SIGN FACE OF SIGN NOT TO EXCEED 5fc \ „ (TYP) - HOURS OF OPERATION DUSK T 0.02 OA4 12 2 0. 2A Z I O IAS 2A 2 I 0. 2A 1 I O. 1A 1 0 02 IJ>S IDS 02 052 A A O 0r4rp,4 A I O 0 20 A I S O 0 2 2A A I O 3 O. I 93 02 0.15 OAS OD15\D4\ OAI OA Q U1 °Q 'J O 10:00 PM (TYPICAL - SEE ELEVAT S) OAS OAS 13 2q A A A 113 37 A A 13 31 A 5A 13 37 A 5A 1.13 12 0.12 3 0 5 A 2 0 0A 5A 0 0 4 A 3A 0 0 4 A O. 9 0.15 Ab 0.06 OD4 0'&? AI OA OQ �2 �` WI WI WI WI WI WI r 4 oQ � � AND50APE I\ o oJ5 oJs 200 00' O1 ��� Oe ODb 094. 2 oA oA/oQ Q tQ� 2 VY AREA 0.16 ob 0.7 //�/ 0.9 .98 0 0.15 /�� 5TY 0.� 1 oAb oAa�,OD1Q. D1 OD °Q o �, ,o PROPOSED 1 STY. PROPOSED D + \ n PROP.SCREEN PLANTIN65 \ w o 4A AGE BUI L.� AGE BIJI L�I / Q ry°Q _ E 3 (BI WI 33 oB 0.17 jICSE 3 (B 4 5 2 0 6 0. OD6 0�4.� I oA OD o Q i\� \� �� \� I\� \ rn� AF.F. EL. (51.3) Q 11 Ao w t„tl O F.F. EL. (5-1.3) D s3 oB o.n I.9 0 8 oDb 0�4 o I oD o ° % Q OA OA OA O OA OA OA OA OA OA OA OD O O OA OA OD oA OD OA OA QA OA I\\ ` 0 �L2,000 S.F. L \ o (DRY BUILDING) 0.7 Iq o X006 o OAi OD Q Q oB 15 03 o.ls (DRY BUILDING) oQ BLOCK RET.WALL \ /°Q �R d Q O o AI2' O.IS 015 0.16 .15 0. OJS ODb \OAa p I O 2 OA POTATO BARN Q I % � W I W I W I Al COWRETE \ oQ O �OD6 12 3 5 5A IA115 Aq 44 5 5D In115 Aq .44 IS SA WI 5 Aq .44 5 5D WI 5 Obs OA O.IS 1.7 5 A 2 0.4 OB 5 A 10 0.44 067 5 A 20 0.4 OB 5 A 1D 0 OAS OAb OD4 OAI OA OA / LAND NIP OF WJF FARM5 LLC \� x \ oQ 1000-083-03-005 p d 110.04 OA6 J2 55 2A 35 -2A b5 39 35 ZA M 39 55 .2A 0.75 OJ7 OAS oA 0.11 OJ5 A 5 .5 0. 05 A 5 O 0.4 OS A 5 5 0.4 OS 5 5 OZ 0 OA6 0.04 0�l\OA OA OA (COMMERCIAL 5/TEJ _ I p� �p 0.02 OA4 0 O.IS 033 O 058 O 035 Ob 058 O 33 Ob 058 O 33 Ob 0.48 .9 0.1 OA61 OAb 0�.1 I .I 015 38 O .I 015 38 0 R.i 015 38 0 OJS AS O•(� ODI Off' A OA O � L IL 1 00 �OQ o BY e �4 \ I SPAG oA PPPrV Y r:4J OA OA A2 OD2 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 OD2 002 OA 002 OD2 OD2 OM ODI oAI 0.02 OD2 0.02 OD2 OD2 0:02 0.02 OA2 OAT OD2 0.02 0.02 0.02 OA2 0.02 0,02 0.02 OAT 0 2 0,02 0.02 0.01 OD i OA OA OA OA PLANNING BOARw 560.Sq' D GRAVEL DRIVE TOWN OF SOUMOiD Y PROPOSED LIGHTING LEVELS (in DATE FOOTCANDLES - TYP) RAB LIGHTING LED MODEL WPLEDIBY 5000K WALL PACK LIGHTING FIXTURE (WI) MOUNTED <-- ��C.� ' 15'-0" ABOVE GRADE - HOURS OF OPERATION DUSK TIL 10:00 PM C, I TE L ( �� I �� �� � (TYPICAL - SEE ELEVATIONS) I 6/10/2020 PER TOWN COMMENTS I 5/10/2020 PER TOWN COMMENTS REVISIONS CALCULATION SUMMARY THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE LABEL GALL. TYPE UNITS AVERAGE MAXIMUM MINIMUM PROPERTY OF THE ARCHITECT.INFRIW7EMEHT5 NULL BE PR05ECUTED. PARKING LOT ILLUMINANCE FG 2.5 5.0 .01 CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND 121*36ION5 AND SHALL BE RE5POtOBLE FOR FIELD FIT GROUND SIGN ILLUMINANCE Fr- 1.41 1.51 1.32 AND QIANTITY OF WORK NO ALLOWANCE SHALL BE MADE Qirrl$iot�s ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NE6LECT ON HI5 PART. LUMINAIRE SCHEDULE Surfam SulfaMount TYPE QIJANITY LABEL ARRANGEMENT TOTAL LAMP LUMENS LUMENS WATTS LLD LDD DESCRIPTION MOUNT HEIGHT Unit 2 Go Conf guratian $dib tl3astl p„J x. _ Vii_ t WPLEDIBY 48 WI SINGLE 2,461 20."10 -16 76 RAB WPLEDIBY 3,000K WALL 15'-0" Mini S L5005E-I1 GI SINGLE 344 15.68 .76 .16 RAB GNILEVI 3YSAGIIB-3000K GROUND 4--01- 411014 pyo Fsl 115 T51 TOTAL LUMENS = 121,020 (ALLOWABLE = 25,000/ACRE 5.'1 ACRES x 25,000 = 142,500) 121,020 < 142,500 11900 Oregon Road ......,.I....... i 6 Cutchogue NY I a� �1stt RAB WPLEDIBY FIXTURE ARE FULL GUT OFF TYPE FIXTURES ARE IDA "DARK SKY" APPROVED FIXTURE � 115231] RAB HSLED15YA FIXTURE z tidt 9 ALL FIXTURES ARE ON TIMER TO BE OPERATIONAL FROM DUSK TILL 10:00 PM tfn la: SITE E LIGHTING PLAN NALL PAGiG LIGHT DETAIL 3 GROUND SIGN LIGHT DETAIL A-I NT5 A-I NTS RECEIVED D A T E JUN 2 32020 A5 NOTED Southold To 5 C A L E a OF 8 Planning Board DRAWN 13Y .V5 CHECKED BY DD DAA E TN MDiGiovanni & ® �� -' - Associates F rs - Architects BUJI. LDI- NG 5 26 preston avenue sea cliff, ny 11579 4. it P-,1.. r. 1 ;,,... (516) 671 3624 ­490 �'' C( C,' '.: ' = fax(516) 759-7138 1 -1 0 Oreaon 1INDO"Id Cutcho"ue, New `It7ork YOF;{. 'i_r,1 �- .. ('1 ^•r;, Iq-110 ``l`{ C01 C7 I IL1V'{ �itE'1. �\S�EREDgRc D10�O I O' �2 0 G(:`,^PLY WITH ALL C0DIES 0i"_- NEW =('JIMv1! YC.'RK STATE & TOWN CODES E 9 J COX L,AN _ ._--- �S i�L1UIRED AND CONDITIONS OF — ------ °"NEW S L'� V11 ^ SOUTHOLD TOWN PLANNING BOARD N TRUSTcEES 1 5 51U E 0 �, Qtlh S W LANG Nr Op� M GRACE LAND N/F OF NORTH FORK REGYCLINe'INC. f� IOOO-065-09-004.5 1000-Obs-OS-004.7 .J Ali p (COMMERCIAL SITE-NIELL MATER) (GOMMERGIAL S/TEJ 0. t w 33'i.86' PROP.6'FENCE 5 46°24'50" E 413.lq' 0 6'CHAIN LINK FI!WE o .0 X14 r 5 47001'00" E - --- -�- �- x q 6'PVCs FEW-I! T LL X X4 Cy r x x 4'CHAIN IkNK fNG. ; (7PUj 4 r BATE r9. 6 � t C!.rCTixC1!L1^ '"!RF_QlJft ED Ac 44 :r x fu LL I tdfl — \ 4 p'�� [ @ L-',U L F,' WATER Se >ob' ox a8.00' 19b.00' 7 B, '`j �"�" - ' g�iyV n W r�i �i Z I I -i tk y y, •1 g `� /J p { Ex15TINBI< V \ •'..1, ` a i ++Jl !; d�� �' •q i 1 STORY fKAME � DELLIN x01 N BULDING I 5UILDIN62 -� / \ fiT� O�EEDwITH 0 rY n� fF.eL.665 x PROP05ED I STORY PROP05ED I STORY \ , t l MINI STC12AOE BUILDING g MINI STORAd6Ey BUILDING �RNOT �NG UNTIL SURVEY �v " t�` 6• IbA' BATE 4' ir• d II,880 sF(dry buildingq) ,D 11,880 sf ( bulldinq) \ A LOCATION ^ 0 q Q Oac 6 5-1,Const Glass 5b(d3 el = 57.5 Occ 6p 5-1,Const Glass 5b -Ff el = 5"1.5 \ ���r FOUNDRT1011 L P + SLATE GONG WALK h 5ARn6E FILED UNDER 5E�ARATE APPLICATION FILED UNDER SEPARATE APPLICATION \ OF SEEN A OVEQ• �. I�' PATIO x ry CONVER51ON to X nQ• '� rn - OFFICE IbA IpSTORY E el J Cl U ,p ED APPLICATION SEFIARATE� S pR�J1�ti'A�E 6 � 11 •D - APPLIGAnoN -21.6' 16.0 X '30.9' X X W Www HUI{3UANT TO �HApZE�23 OR/� lY PROP.WATER SERVICE WALK .I�WN CpDE• X O PROP. C1109 N Ib0.00' -200.00' I I 7 II SPACES �J 3Y �� PROP05ED 51ON ASPHALT DRIVEWAY m ° BUILDING 3 E3UILDIN6 4 P�,�'� � n' ro v PROPOSED I STORY (� Au �c ' PROP05ED 15TCRY MINI STORAGE BUILDING / \ }�r '�u? my PROP. MINI STORAGE BUILDING $ \ / �h X. ® 12,000 sF (dry buildinq) I / \ �,Q a tY KEYPAD 43 01,600 sf (dry builuin ) Occ Gp 5-1,Const Glass 2b FF el = 57.5 \ &.dei37 XPROP.POST E RAIL X ENGE X X OGG Op 5-i,Const Glass 2h F ei = 57.5 FILEd UNDER SEPARATE APPLICATION l—� /�_ %'!I� 'll� &ATE �I TO BE FILED UNDER 5EPARA E APPLICATION `V \ \ (� h 0� 1° 2l'c � AREA Q 1 2 LINE OF 5 HGLR RATED v II,k FIRE WALL(TYP) Ly i r I a *2 00 Qmh ��' i200.001 200.00' I F — 7 ; \ BUILDING 5 \ BUILDING 6W _ . -" - ► J P 4 I P D I T RY PROP05ED I STORY — \ PROP.SCREEN PLANTIN&5 w RO OSE 5 O / MINI 5TORA6E BUILPIN6 MINI 5TORA6E BUiLDIN6 \ U g 12,000 sF (dry building) $ 12,000 5f (dry buildinq) �r o F Occ Gp 5-I,Const Glass 2b - IF el UJ m Occ by 5}i,Const Glass 2b � Fel = 57. b L$oo N 4 °03' O" 233.55?' PROP.6'FENCE � F FILE UNDER SEPARATE APPLICATION \ \ In BLouc Rer.wALL ~ CONCRETE Q d w \ a POTATO BARN Q muj '0 ig 4? h 0 LAND N/F OF WJF FARMS LLC •� h / 1000-065-05-005.2 J,^ (COMMERCIAL SITE) Z g V PROP.6'FENCE Zp r 00 �I00 N 46003'00" W BRAVEL DRIVE 560.89' REV 1 5 1 0 N 5 SITE PLAN SP- 1" : 40' THESE PLANS PROPERTYOF THE �ILTHE E ARCHITEEU.INFRINOEMENTSWILL BE PR05EOUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE Bll I LD I NC GODS ANAL S S ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HI5 PART. Chapter 3 - Use $ Occupancy Classification required 311 5toroge Group 5 511--2 Moderate Hazard Storage Group 5-1 Chapter 10 - Means of Egress Table Maximum Floor Area Allowance per Occupant Unit 2 Go Chapter 5 - General Building Height 4 Areas 1004.5 500 9f/occupant - Warehouse 503 General Height 4 Area limitations Cox5 LANE _ Mini Storage Table Allowable height $ building areas 503 Type 2B = 17,500 sf and 3 stories Actual Max building area = 12,000 sf and I sty MULBERRY ST. 12,000 < 11,500 - Therefore OK r s 0 Chapter 6 Types of Construction 11900 Oregon Road PROJECT LOCATION J 6022 Type 1 4 II - Non-Combustible �� TUTHILL o Cutehogue , NY Table 601 Fire Resistance Ratings w ROAD Type IIB - 0 hour, rating for all components Table 602 Fire Resistance rating for exterior walls based on fire seporati 0 0 distance w �0 SITE PLAN Type IIB construction greater than 30' separation DRIB RGE �GEY MAP = 0 hour rating required for 5-1 occupancy me BUILDING ✓ 32'-O" minimum separation provided, Therefore OK Chapter, 7 - Fire Resistance Rated Construction DEPOT LANE '105 Exterior, walls '105.8 Allowable area of openings shall not exceed values per, table '705.8 - 30'-O" + separation = no limit j � ' - 51111.20 DATE Chapter q - Fire Protections 5Lgstems Q03 Sprinkler Systems 03.2.Q Group 5-1 Required if fire area exceeds 12,000sf "';.J.::.,. a. ..':-:�-°��a=��• 5 NOTED 105-2.q ^ I OF 4 SCALE 2,400 fire area = 12,000, Therefore OK - NO Sprinkler System reauired DRAWN BY B CHECKED BY DD ® ® 200'-0" DAA DiGiovanni & Associates 77777777_ - - - - - - - - - - - - - - - - - - - - - - - - - - - Architects - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , F II Till II II II II I I I I I I I I I 26reston avenue I I I I I I sea cliff, ny 11579 2 I I I I I I I I I 516 671 3624 LINE OF FIRE A-b I I I I I I I I I fax 516 759-7138 II II II II II I I I I I WALL ABOVE (TYP) I I I � II II II II II I I II II II II I Iq-110 I \S,jEREDgR D/ Z , I II II II II I N I II II II II I F 78169, �l- OF TYPICAL SLAB ON GRADE CONST: I I I I NEW b" - 4,000 P51 STONE CONCRETE WITH 6x6 W 2111x2. W.W.F. I I I I I o TOP OF SLAB ELEV.; -0'-0" (SEE DETAIL 3/A-6) I I I I I 1 5 5 ,U E D � II II II II II I , II II II II I � , I II II II II I I II II II II I � II II II II II I I II II II II I � I ( II II II II I , II II II II I � II II II II II I I 1 II II II II I � II A-b II II II II I I II II II II 2 I � II II II II II A_b I II II II II I 1111111111111117111711 77777 I I II II II II ( 200'-0" FOUNDA71O PLAN A-I BUILDING 5 I/8" = I'-O" LINE OF ASPHALT PAVING(PITCH A5 5HOWN) T.0.5LAB EL. +0'-0" r bxb W2.q x W2.q W.W.F. GENERAL NOTES CONCRETE NOTES SPECIAL INSPEGTIONS ASPHALT PAVIN x x x x � I. ALL WORK PERTAINING TO SHEETING,BRACING,SUPPORT OF ADJOINING LOTS AND 51DEWALKS, I. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENT5 OF THE CONCRETE INSTITUTE (AGI) 318 2011. I. PRIOR TO BEGINNING ANY WORK, THE OWNER SHALL RETAIN SERVICES SERVICES OF ACCEPTABLE LICENSED ° iy PLACEMENT OF FOUNDATION CONCRETE ON 501L SUBGRADE 15 SUBJECT TO SPECIAL INSPECTION PROFE55IONAL ENGINEER TO PROVIDE INSPECTIONS DURING CONSTRUCTION. THE INSPECTOR SHALL BE QUALIFIED T.O.WALL DESIGN FOR SHEETING 8 BRACING SHALL BE DONE BY ENGINEER IN CHARGE OF SPECIAL 2. ALL CONCRETE,EXCEPT A5 SPECIFICALLY NOTED L1 PLANS,SHALL BE LIGHT WEIGHT OR STONE CONCRETE AND APPROVED BY ENGINEER OF RECORD TO PERFORM SPECIAL INSPEGrIONS A5 REQUIRED BY NY5 BG. HAVINGAN ULTIMATE COMPRESSIVE STRENGTH A5 LISTED BELOW: OUAI.IFICATION5 SHALL INCLUDE A PROFE55IONAL LIABILITY IN5URANCE COVERAGE OF I MILLION DOLLARS ANo A 2" RIGID INSUL. INSPECTION b PAID BY THE CONTRACTOR. -FOOTINGS,FOUNDATION PIERS,FOUNDATION MAT. 4000 P51 NORMAL WEIGHT MINIMUM PROVEN EXPERIENCE OF 5 YEARS WITH 51MILAR WORK, z 2. PROPER NOTICEF5 SHALL BE GIVEN FOR PERFORMANCE OF THE 5PEGIAL INSPECTIONS IN -BUTTRESSED AND FOUNDATION WALLS 4000 P51 NORMAL WEIGHT ACCORDANCE WITH THE REQUIREMENT5OF THE NY5 BUILDING CODE: "BEFORE ANY WORK 15 -SLAB ON GROUND 4000 P51 NORMAL WEIGHT 2. SPECIAL INSPECTION SERVICES SHALL BE PROVIDED BUT NOT LIMITED TO: dd ° #4 BARS® 12" O.G. COMMENCED ON AN ITEM OF CONSTRUCTION REQUIRING SPECIAL INSPECTION,ALL PERSONS A. CONCRETE GA5T-IN-PLACE BC 1104.4 m EACH WAY/ EACH FACE RESPONSIBLE FOR SUCH SPECIAL INSPECTION SHALL BE NOTIFIED IN WRITING AT LEAST 12BSOIL - 51TE PREPARATION BG 1'104.'1.1 3. REINFORCING FOR REINFORCED CONCRETE ELEMENTS,UNLESS OTHERWISE SHOWN OR SPECIFIED,SHALL BE B. 4" 8" 4" HOURS PRIOR TO 50CH COMMENCEMENT." DEFORMED IN ACCORDANCE WITH A5TM-A615,GRADE 60 AND SHALL HAVE A MINIMUM YIELD POINT OF 60,000 G. 501L - INVESTIGATIONS(BORING/TE5T PITS) BC 1104.1.4 PSI. D. STRUCTURAL SAFETY AND STRUCTURAL STABILITY BG 1104.I01 ° 3. NOTICE SHALL BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING PROPERTY OWNERS IN 4. REINFORCING FOR COLUMN TIES AND BEAM STIRRUPS SHALL BE DEFORMED IN ACCORDANCE WITH ASTM-.6115, E. CONCRETE TEST CYLINDERS. BG IgO5.6 a ACCORDANCE WITH THE NYS BUILDING CODE: "NO FOUNDATION OF EARTHWORK PERMIT SHALL BE GRADE 40 AND SHALL HAVE A MINIMUM YIELD POINT OF 40,000 P51. F. CONCRETE DESIGN MIX BG Ig05.3 ° ° (3) #5 BARS ISSUED UNLE55 AND UNTIL AT LEAST FIVE DAYS PRIOR WRITTEN NOTICE OF THE PERMIT 3. THE'SPECIAL INSPECTION ENGINEER SHALL DETERMINE WHETHER CONTINUOUS OR PERIODIC, IN5PECTION5 ARE z 5. WELDED WIRE FABRIC SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF'10,000 P51. 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 PER50N UNDER HI5 OR HER LOTS,BUILDINGS AND SERVICE FACILITIES WHICH MAY BE AFFECTED BY THE PROPOSED 6. MINIMUM REINFORCEMENT PROTECTION,UNLESS OTHER 115E SHOWN,SHALL BE 3/4" FOR SLABS AND INTERIOR DIRECT 50PERVI510N. FOUNDATION WORK OR EARTHWORK OPERATIONS." FACES OF WALLS, 1-1/2" FOR BEAMS AND GIRDER5,2" FOR EXTERIOR FACES OF WALLS,3" FOR FOOTINGS AND 4. THE SPECIAL INSPECTION ENGINEER,SHALL MAINTAIN A LOG IN H15 OR HER OFFICE WHICH INCLUDES THE I'-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 NYCBG) HAVE BEEN MADE AND APPROVED. (1) ADDRESS OF THE PREM15E5, JOB NUMBER,CONTRACTOR'S NAME AND ADDRESS, ACCORDANCE WITH THE NY5 BUILDING CODE: "AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE 1. ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH IN ONE OPERATION.CON5TR CTION DATE AND TIME OF EACH INSPECTION INCLUDING GIVEN TO COMMISSIONER 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 FER50NNEL WHO INSPECTED THE SITE,AND BEEN ISSUED. REINFORCING SHALL RJN THROUGH THE JOINT. ROUGHEN AND SCARIFY JOINTS TO EXPOSE AGGREGATE FOR B. ANY SIGNIFICANT OBSERVATIONS OR INSTRUCTIONS GIVEN RELATING TO ANY OF THE FOLLOWING: CHEMICAL BOND. WET THOROUGHLY AND SLUSH JOINT WITH 1:2 MORTAR, 1/2-THICK,NOT MORE THAN 5 MINUTES 1) DEVIATIONS FROM THE CONTRACT DOCUMENTS. SECTION l� EXTERIOR W A L L 5. ALL WORK PERFORMED IN CONNECTION WITH SHEETING, BRACING,EXCAVATION SHALL ADHERE TO BEFORE FRESH CONCRETE 15 POURED AGAINST SURFACE. 2) ANTICIPATED FIELD CONDITIONS; -� THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE,REGULATIONS OF THE 3) PROPER EXECUTION OF THE WORK; P'-I I" = I'-O" R E V 1 5 1 O N 5 NEW YORK STATE DEPARTMENT OF LABOR AND OSHA. b. ALL OPENINGS IN FOUNDATION WALLS,UNLE55 OTHERWISE SHOWN,SHALL HAVE (2) #6 BARS ADDITIONAL ON ALL 4) GOOD ENGINEERING PRACTICE; SIDES AND SHALL EXTEND 2'-6" BEYOND EDGE5 OF OPENINGS. 5) SAFE JOB-51TE CONDITIONS; 6. PRIOR TO COMMENCEMENT OF MA55 EXCAVATION, THE ADJOINING PROPERTIES,AND STREETS b) PRECAUTIONS TAKEN TO MAINTAIN SAFE CONDITIONS IF WORK 15 STOPPED FOR ANY THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE SHALL BE VISUALLY SURVEYED BY THE CONTRACTOR,SUITABLY MARKED WITH PERMANENT q. 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,OPENINGS, INSERTS,ETC.AS REQUIRED FOR A CONCRETE JOB.LOCATION OF SLEEVES AND OPENINGS (Iii) THE DATE OF AND PARTICIPANTS IN ANY CONVERSATIONS WITH THE SPECIAL INSPECTION ENGINEER PR05Eu1TED• DETERMINING CONSTRUCTION-RELATED EFFECTS. REPORT WNOT SHOWN ON PLANS 15 SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER. WITH PHOTOGRAPHS SHALL BE OCCURRING OFF-SITE AND RELATING TO ANY SIGNIFICANT OBSERVATIONS OR INSTRUCTIONS. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND PROVIDED TO ARCHITECT IN TRIPLICATE COPIES. A PRECONSTRUCTION DAMAGE CONDITION 10. ALL RE-BARS 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 HI5 OR HER LL SURVEY OF THE ADJOINING PROPERTIES SHALL BE MADE IN WRITTEN AND PICTORIAL FORM,AND DIMENSIONS AND SHALL BE OAN E FOR FIELD FIT TWO COPIES SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE. II. 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 AND QUANTITY OF WORK.NO AALLOWKANCE SHALL BE MADE (LATEST EDITION). 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 RESPONSIBLE FOR SPECIAL INSPECTION SHALL REPORT UNSAFE CONDITIONS 1 1/2" SLAB RECE55® 0. . NEGLECT ON HIS PART, 1. ANY WATER INFLOW INTO THE EXCAVATION SHALL BE CONTROLLED BY SLUMPING OR 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 AGENCIES DOORS(SEE PLAN - TYP) OTHER SUITABLE METHODS. DISPOSAL OF WATER SHALL BE MADE OUT OF THE 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 51TE SHALL NOT BE LOWERED DOCUMENTS AND THE LOG DESCRIBED ABOVE FOR REVIEW BY THE DEPARTMENT OIBIIEDING5 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 A5 5HOWN) q I/4" _ bxb W2.q x W2.q W.W.F. 8. A COMPETENT REPRESENTATIVE OF THE CONTRACTOR SHALL INSPECT THE SU56RAVE 14. CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED.AIR CONTENT SHALL BE BETWEEN 4 AND 5 PERCENT. ry Mini Storage OF THE EXCAVATION,ANY AND ALL BRACING AND BLOCKING,AT THE COMMENCEMENT - PITC OF EACH SHIFT,TO A55URE INTEGRITY,PRIOR TO PERMITTING WORKMEN TO WORK 15. COARSE AGGREGATE SIZE SHALL BE NO.51 OR LARGER.CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BY THE PROJECT MANAGER WELL IN ADVANCE OF CONCRETE PLACEMENT.CONCRETE MIX DESIGN SHALL INCLUDE ASPHALT PAVING x x x x WITHIN ANY EXCAVATED AREA. ALL STRENGTH DATA NECE55ARY TO 5HOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS FOR EITHER THE TRIAL O BATCH OR FIELD EXPERIENCE METHOD. -bxb W2.q x W2.q W.W.F (UON) it q. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY EXCAVATION RESTRAINT I6. CONCRETE MAT ON GROUND SHALL BE POURED TO THE THIGKNE55 5HOWN ON THE PRAININC75 ON VAPOR b" SLAB ON GRADE T.O.WALL 11900 Oregon Road REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. IF A SHEETING OR BRACING BARRIER. z,-4,000 P51 STONE CONCRETE 2" RIGID IN5UL. �Tv 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 5 MILS(.008),FREE OF Cutchogue , l� 1 REVIEW AND APPROVAL BY THE ARCHITECT BEFORE COMMENCEMENT OF WORK. PINHOLES AND OTHER BLEM15HE5 AND SHALL BE INSTALLED OVER COMPACTED POROUS FILLING ACCORDANCE WITH x x x x x x x c MANUFACTURERS REQUIREMENTS. ALL JOINTS SHALL BE LAPPED 12" AND TAPED. ° G z 10. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SUBGRADE CONDITIONS PRIOR I&. PROVIDE b" THICK LAYER OF POROUS FILL BENEATH ALL SLABS ON GROUND.COMPACT(IF REQUIRED) FILL TO ° ° D ° dd #4 BARS® 12" O.G. TO START OF WORK. THESE DRAWINGS 015COUNT UNDERGROUND WATER CONDITIONS q5% OF MAXIMUM DEN5ITY IN CONFORMANCE TO A5TM DI551-66T. MATERIAL SHALL CONSIST OF HARD,DURABLE i c EACH WAY /EACH FACE (PER REOUE5T OF OWNERS).UPON COMPLETION OF EXCAVATION. PARTICLES,FREE OF ORGANIC MATTER,RUBBLE AND ALL DELETERIOUS SUBSTANCES. MAXIMUM PARTICLE 51ZE 4.. �L®5FOUNDATION 777 SHALL BE 2", IOAS TO 60`� BY WEIGHT RETAINED ON THE #10 SIEVE,LE55 THAN 40% BY WEIGHT PASSING THE1 / 4 1111 i I�_=1 I I I I I- 11=1 I I�-1 T 1=1 1=1�1- No.bO SIEVE,AND NOT MORE THAN 10% WEIGHT PASSING THE No.200 SIEVE. ° FOUNDATION NOTES 1=I I I I I I I I I I I I I I I -) I I- I-I I I-I I I= PLAN Irl � DETAILS Iq. MAXIMUM OUT5IDE DIAMETER OF PIPE OR CONDUIT PLACED IN SLABS ON GROUND SHALL BE LIMITED TO -III-III-III-III-) I I III III-I IIIIII- I. ALL FOOTINGS ARE TO REST ON SOIL HAVING A MIN.SAFE BEARING CAPACITY OF.2 TONS PER SQUARE FOOT. ONE-THIRD THE THICKNESS OF THE SLAB. THE MINIMUM CONCRETE COVER TOP AND BOTTOM SHALL BE - _ ° ONE-THIRD THE THIGKNE55 OF THE SLAB. ° (3) #5 BARS 2. ISOLATED FOOTINGS SHALL BE LOWERED OR RAISED,AND PIERS SHALL BE ADDED,REDUCED OR INCREASED IN 20. PROVIDE SHOP DRAWINGS SHOWING REINFORCEMENT d INSERTS. 6 MIL POLY V.B. cn • CONT. (TYP) HEIGHT,ALL AS APPROVED BY THE ENGINEER,WHERE THE SPECIFIED BEARING CAPACITY 15 FOUND AT A LOWER OR HIGHER ELEVATION THAN 5HOWN ON THE PLANS. CRUSHED STONE BASEAn 8/II/20 3. BACKFILLING AGAINST FOUNDATION WALLS SHALL NOT BE DONE UNTIL CONCRETE HAS ATTAINED SUFFICIENT COMPACTED SOIL 1'-4" MIN. STRENGTH AND WALLS ARE PROPERLY SHORED OR BRACED. DATE 4. EDGES OF FOOTIN55 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 3 5 G A L E O BASED ON SOIL INVESTIGATION. 4TYPIGAL SLAa3 DETAIL SECTION � ROLLJP DOOR 4 DRAV�t BY �� A-I 11. = 1'-O.. CHECKED BY DD 200'-0" DAA 11 E3 DiGiovanni & 4'-0" 4'-0" 4'-O" 4'-0" 4'-0" 4'-0" 4'-O" 4'-O" t t (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) Associ ates Architects 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 preston avenue SMOKE TIGHT sea cliff, ny 1157 (516) 671 - 3624 JOINTS (TYP) fax(516) 759-7138 3 HOUR RATED RATED FIRE 1q-110 3�— WALL (TYP) —O3 FPNVID F �p.V D 6O O;O y� � O = I I I ! ORK 0 0 1 5 5 V E D 0 0 3 HOUR RATED RATED FIRE WALL (TYP) SMOKE TIGHT JOINTS (TYP) „ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OF OF qOF r, OF FIRE WALL FIRE WALL FIRE WALL FIRE WALL 2 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 (TYP) FRAMING TYP FRAMING TYP FIRST FLOOR PLAN t-2 BUILDING 5 1/8" = 1'-0" FIRE CAULK CONT (TYP EACH METAL ROOFING SIDE PANELS b" METAL STUDS a 16" 6"20 5A TRACK W/2" FLANGE PAINTED METAL 5101NO 0/G W/3 LAYERS OF 5/8" TYPE PAINTED METAL PANELS 6"20 OA METAL 5TU05 ® I6" ON GALV. METAL STUDS OVER METAL STUDS W/ "X" GYP. BD. EACH SIDE SH o% I SIDE: ONLY (FINISH R-13 BATT. IN5UL.S GALV. PROVIDE GALVALUM PANELS CORRIDOR (FINIIDE) H 10'-0" METAL PANELS a INTERIOR TO TO 10'-0" AFF (TYP) PROVIDE BURGLAR BARS 10'-0" AFF 2 ROW5 b" 16 OA METAL TRACK a 8" O.G. TO CLO ABOVE EL 12'-0" with 3" FLANGE 3 O 3 HOUR RATED Q OUL DESIGN #U435 b"20 OA METAL 5TUD5 a 16 o/c g DI LL TYPES EXTERIOR WALL CONSTRUCTION: ROOF GON5TRZTION: 3 LAYERS 8" TYPE X GYP BD - A'2 NT5 METAL 510ING OVER 5�" x.2" Ib go a 24" METAL STANDING SEAM ROOFING ON 3" x ALTERNATE HORIZON and VERT. 0/0 with 3 BATT INSULATION and3" RAKE ANGLES OVER "Z" PURLINS a 5TAOOER JOINT5 TAPE and GALVALUM PANEL INTERIOR TO 10'-0" off 5'-0" O.G. ATTACHED TO 3.2"x 2" x 2 go SPACKLE BETWEEN LAYERS P05T5 a 5'-0" o% FIRE CAULK CONT (TYP EACH FOUNDATION GON5TRUGTION: b"20 OA TRACK W/2" FLANGE 51DE b" FOUNDATION WALLS with #4 BARS a 2" o% ew ON 1'-4" INTERIOR PARTITION CON5TRUGTION: CONCRETE FOOTIN55 WITH (3) #5 B bottom TO 4'-0" MIN. SALALUM PANELS OVER 3" x 3"' ANGLE5 0.2'-b' / BELOW GRADE d 6" CONCRETE SLAB W/2.q x.2.9 WWM ON 0/0 TO 10'-0" off (SEE WALL TYPE5 - TYP) ACOUSTIC TILE CEILING IN 5LA5 b# MIL. VAPOR BARRIER SUSPENSION SYSTEM with R-35 BATT INSULATION (TYP) 5LA55 FULL HT 3 HOUR RATED WALL BEYOND (TYP) , F I ISE NAL L DE TAS I L 15 i0 FULL HT 3 HOUR RATED 1 5 1 0 N 5 ' WALL BEYOND (TYP) A--2 dUL DE51CG14 Uc�.35 1/2" = 1'-0" THESE PLAN5 ARE AN IN5TR KNT OF 5ERVIGE AND ARE THE BULLAR BARS @ 8 O/G (TYP 2 2 PROPERTY OF THE ARGHITEGT.INFRINOEMENT5 NULL BE from TO PARTITION PANELS TO PROSECUTED. TYPE A TYPE B 4 4 CEILING) CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND DIMENNON5 AND SHALL BE RE51FO161BLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR DOOR TYPES NEGLECT ON HI5 PART. � A NTS TO PLATE EL. +12'-0" D N _� Unit 2 Go Hardware/Door Nates: = AUG ? 20'0 Mini Stora e Type I - Interior roll up -22 gauge corrugated galvanized steel with slide lock,padlock provisions and two lift handles. Polypropylene wear strip, 18 gouge galvanized guides, 12 gauge support brackets and spring tensioner with extruded aluminum bottom bar and weatherstripping. (color as selected)) 11900 Oregon Road Type 2 - Provide levered hardware - entry with key only,inside always unlocked. CUtchogue , NY Type 3 - Insulated exterior roil up -22 gauge corrugated galvanized steel with slide lock,padlock provisions and two lift handles. Polypropylene wear strip, l8 gauge galvanized guides, 12 gauge support brackets and spring tensioner with extruded aluminum bottom bar and weatherstripping. (color as selected)) SMOKE TIGHT SMOKE TIGH DINT a FIRE JOINT a FIR Bll I L D I NC 5 WALL (TYP) WALL (TYP) pp I I TO 1st FLOOR SLAB PLANS DETAILS S G H E D U L E DATUM EL. +0'-0" I II I FE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- — — — — — - - — — - — - - --- DAA DiGiovanni & METAL ROOFING(TYP) Associates Architects 5 N 2 N 5 N �VK l2 WEATHER VANE (TYP) _�? 4'-0" X 4'-0" WINDOW I2 (2 A5 5ELEGTED L2 IN METAL FRAME l2 METAL STANDING SEAM (TYP, ALL 51DE5)g' b' O" 26 preston avenue ROOFING (TYP) O.H, O.H. EEEIsea cliff, ny 11579 �' (516) 671 - 3624 fax(516) 759-7138 Iq-110 S��P�p ARCyi TO PLATE EL. +I2-0" = ft 0 22 m .L T,9 18169 , METAL I_EADER5 d aTTERS TYP, TO Ist FLOOR ISSUED DATUM EL. +0'-0" METAL ROLL UP DOORS METAL 5I0ING (TYP) WALL PACK LIGHT (NP') FIXTURES (TYP) SOUTH ELEVATION METAL ROOFING (TYP) 5 rN 5 N 2 N 5 N L2 WEATHER VANE (TYPE l2 d? 4'-O" X 4'-0" WINDOW L2 L2 A5 5ELEGTED L2 - IN METAL FRAME 12X METAL STANDING SEAM (TYP. ALL SIDES) ROOFING(TYP.) O.H. O.H.`r N TO PLATE EL. +I2-0" - � m ry i O METAL LEADER5 8 OUTTER5 (TYP.) I TO Ist FLOOR DATUM EL. +0'-0" METAL ROLL UP DOORS METAL 5IDING (TYP) WALL PACK LIGHT (TYPJ FIXTURE5 (TYP) 2 NORTH ELEVATION R E V 1 5 1 0 N 5 THE-5E PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE METAL ROOFING(TYP.) METAL ROOFING (TYP) PR05EGUTED. N 5 " 5 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND WEATHER VANE (TYP.) 12 DIMEN51ON5 AND SHALL BE RESPONSIBLE FOR FIELD FIT 4'-0" X 4'-0" WINDOW AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE WEATHER VANE (TYP. l2 _� 4'-O" X 4'-O" WINDOW A5 5ELEGTED 12 � � ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR A5 5ELEGTED L2 IN METAL FRAME IN METAL FRAME 8 b 0 (TYP. ALL 51DE5) 8" b' 0" „ (TYP. ALL 51DE5) NE6LECT ON HI5 PART, O.H. O.H, O.H. 0.H. LED WALL METAL 5I0ING (TYP) LED WALL METAL SIDING (TYP) Unit 2 Go PACK LIGHTING PACK LIGHTING FIXTURE (TYP) • • FIXTURE (TYP) 4 I2 4 L2 Mlnl Storag e � - TO PLATE 11 19k Z'S TO PLATE 11900 Oregon Road + - + Cutchogue , NY - o 0 L'I TO Ist FLOOR TO Ist FLOOR 5ULDING DATUM DATUM ELEVATIONS 8/I I/20 3 EAST ELEVATIONDATE 11 1 4 1�l E S TELEVATION A-g I/8 = I -O A-✓ AS NOTED'� - I'-Oii 5 G A L E 4 OF 4 DRA AN BY J\/6 6 CHECKED BY DD D A- J DiGiovanni & MINE = STORAGE Associates , T "r MIN n Architects 26 preston avenue H I L D sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 C Ore 'r�on k.. utchogue, 111-110 sz>rR q I ? -i N� ,OX L_ANE7 AV 9J, a n` � 155UE: D d� rM.�eAce LAND N/F GF NORTH FOl�K RL¢GYGL/N6! iGDO 0783-[J3-004'S IG�UO-O!S'l-O°L SIM7 �, ( RGIAL erre-h�LL rrATeRJ (rRGrAsrre) , a p h PROP.b'fiENGE 5 4602450" E 4�3.Iq' e'GNAIN LINK FEW-Z - - �� ,,,, ..�„ .rv------- _............. —,.. ._, ,,,, M , a_...— e'Pvu Retic a - 4 — C T \ 4'GRAIN IkNK ANG tl7 -1SI ..! (� ! GAR' i k1 a U yI k� � � •tt ��Pj''/ E4 /{ !lljy�, R SeERVI 0 SOE' - y W% tl- 2 Igb.00' 148.x0' I F __7 \ Fi ij�� W v z A 51 q F i INO 5 MY7FRAME '' � � OYVCLLIN6 xJ � E3UILDNG I BUILDING 2 1 � `'a r MI1400 v Id11 it �' PROP05ED I STORY PROPOSED I STORY I / t MINI STORAGE BUILDING MINI 5TORA6E WILDING / \ a� BAre �' . p. --'--- $ II&50 5f (dry WWI") $ 11860 sf (dry buildi ) I A wALK � Occ G 5-I,Gorget Glass 5b -If el = 5'1.5 Occ 6p 5-I,Const Glass 5b�f el = 57.5 SLAM aARA a f"IL1=f:UNDER 5EPARATE APPLICATION FILED UNDER SEPARATE APPLICATION C, �` 7` PATIO ry WNVER510N to ry '7p A 4k� � FIL£q 11 WR PARAm $ �h m ?Ib' 16.0 +gyp.?' APPLICATION% t i bRiy,� cY `: wROP.wnr[R xRvlGe _ WALK � � ¢ , �t'1'• . I.... PROP'. KEYI'A a leo.ao' zaa.aa' I F - 7 e � Q P PROPOSED 51C%N A5WFfALr C RI%MAAY j4 BUILDING 4 I J U / (+� e° - _._. ._..._.. w -- EUILDINO 5 PROP05ED I STORY 1— t�` ' n - PROPO5ED I STORY MINI STORAGE CUILDING / '- ---_ _ — „� PROP. MINI 5TORAGE BUILDIN5.7 12,000 sf (dry building) I / •, v` �'I � •��}�� PRO?.POST d RAIL FENCE, KEYPAD � c100O 5f(dr j buildina,I � O,_ 6�i 5-1,Const Glass 2b FF el = 51.5 N x % % % s, Orc 6p 5-I,Coat 61055 2b 1 C1 - 5'7.5 FILET UNDER SEPARATE APPLICATION =,ATE , TO 5C FILED UNDER SEPARATE APPLICATION `` (y}�((+�(y\• mit 0 \ , ANp'�GAf�E \ f r e 0 5,r A `x �^-�uNe oP a H"RAT>nn / AIRC WALL MePl bN nQ F - 7 - : .2oo.ga' ro ILDINO 5 BUILDINO 6 / J o,�m PROP,SCREEN PLANTIN691 I PROP05ED 15TO�2Y '' PROPoSAD I STORY INI 5TORAGE WIL INC MINI 5TOR GE EUILDING R h a' „ � if, 1 i S 12000 sf {dry building) IL 2,ODO sf (d buil m } N �( °©�' �}" 2�jj,rj2' PROP.b'FENGS r r p OGc Op 5 I,Const GIaSs 2b F CI s 57. OCC 6 JJN R SE Glass 2b- Ff el = 5T.5 g PILED UNDER SEPARATE APPLICATION EsAO Ag T-1 p a 40N O .It s ri POTATO DARN � \ LANG Mr CF KP PARM5 LLC Ly lGOMA1f G 5 E1 ' l 'I s "I'•` I I I I I I I I I I I I I I I I I FENGE z ..---. .... ,,, .. N 46003'00" A GRAI&LDP.IVE 56Q.8� L15-i;q REV I5ION5 51 TE FLAN I„ ° 40' rH ME T OF R E AR(HITTE(T.�INFRINC-EMENT5 HIL ARE THE PRO5EWTED. 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 HI5 PART. Unit 2 Cao Mini Storage Goxs t.ANE 1�"':JLSEPZRY 5T. a� 11900 ore on Road F'20,UCGT LOCATION p _ g -�T�,LL o Cutchogue , NY ROAD ; I � KEY MAP E3UILDINO 5 SITE � Jj OEPp°r SEP 2 3 2020 a/11/20 y. ..F ' 0 A T EL% U A5 NOTED SCALE 1 OF 2 vRAwN gY JVB CHECKED BY Dp �IIMMwENNMMNEEEEEI� DAA 013 200'-0" 4' 0" 4'-Q" I-0" f4T'Y-QP"I (4T'YQ '-0" 4' Q 4'-O " 4' p4' p " D i G i ov a n n i - AssociaAes( YP) (Typ)T Tllrp)t�7'�P)f Architects I II I II I—fall 26 preston avenue II I I II I II I 11 I I SMOKE TIGHT II I II 1 II II 11 n sea cliff, ny 99579 (516) 671 - 3624 JOINTS (rYPJ fax(516) 759-7138 3 HOUR RATED RATED FIRE Ia�IIQ �ERED 9 HT HT HT WALL (TYP) HT HT Q���P•D/�� A 2 1 N� P� R NEW YO �' � 1551JED 3 HOUR RATED— RATED FIRE wALL (TYP) 5MOKE TIGHT JOINTS (TYP) I II L 41-011 41-011 II 11 I 11 I II LL Ila ------ OF & Or- OF C, OF FIRE WALL FIRE WALL. FIRE WALL FIRE WALL SEPARATE ROOF ,, SEPARATE ROOF SEPARATE ROOF� SEPARATE ROOF SEPARATE ROOF N, SEPARATE ROOF SEPARATE RODE�, SEPARATE ROOF FRAMING TYP FRAMING ,TYP FRAMING TYP FRAMING(TYP) 200'-0" FRAMING TYP FRAMING ,TYP RAMING TYP -RA G TYP FIRST FLOOR PLAN BUILDING 5 IIS" = I1-011 F I RE ALARA 4 NOTES: � I. FIRE ALARM AND 5MOKE DETECTION SYSTEM SHALL COMPLY WITH MANUFACTURERS INSTALLATION SPECIFICATIONS. 57A7E AND LOCAL BUILDING GOC?ES N.F=.P.A. '72 AND ALL AOEM'IES HAVING JURISDICTION. .2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS. OUTLET BOXES, .'UNCTION BOXES, CABINETS, ETC. FOR A COMPLETE OPERATIONAL INSTALLATION. 5. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL FIRE ALARM 5Y5TEM ECRU I PMENT WITH WORK OF OTHER'R, TRADES PRIOR TO INSTALLATION. 4. ALL MANUAL PULL STATIONS SHALL BE MOUNTED WITH THE HANDLE 4811 ABOVE FINISHED FLOOR. 5. ALL VISUAL DEVICES SHALL BE MOUNTED 8011 ABOVE FINISHED FLOOR OR 6" BELOW FINISHED CEILING WHICHEVER 15 LOWER. 6. CONTRACTOR SHALL OBTAIN ALL REOUI RED APPROVALS ACOUSTIC TILE CEILING IN AND PERMITS PRIOR TO START OF WORK AN1D OBTAIN SUSPENSION SYSTEM wIth R-38 BATT 51ON-OFF FROM ALL A0ENGIE5 HAVING _URI5DICTION INSULATION (TYP) UPON COMPLETION. FULL IT 3 HOUR RATED -7. A FACTORY TRAINED TECHNICIAN SHALL SUPERVISE PULL HT 3 HOUR RATED �..�°" WALL BEYOND (TYP) R E V 1 5 1 0 N 5 THE FINAL CONNECTIONS AND SHALL TEST AND WALL BEYOND (TYP) ADDRE55ABLE FIXED TEMPERATURE AD,lUST ALL EOUI PMENT UPON GO P T O . HEAT DETECTOR (TYP) THESE PLANS ARE AN IN5T&KNT OF 5ERVICE AND ARE THE 12 PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE 5. SYSTEM SHALL BE CENTRAL. STATION MONITORED VIA CELLULAR RADIO COMMUNICATOR 4 HT H 12 PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND 4 DIMENSIONS AND SHALL M RESPON513LE FOR FIELD FIT AND GIUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NE&ECT ON HIS PART. LEOEN12 FIRE ALARM AND 5M0<E DETECTION SYSTEM = TO PLATE EL. +121.011 SHALL BE "FIRELITE" OR APPROVED Unit EQUAL, �', - 2 Go ZONED AND ALARMED 5Y5TEM. mini Storage 5`I'M�3OL. � S�fi�IFTIONI �O�EL NO. FGF FIRE ALARM CONTROL PANEL E5-•20GX - FIRE LITE LOCATED IN DETACHED OFFICE BLDG (ADDRE-55ABLE) _ 11X00 Oregon Road 0 lO PULL BOX 5012Lx - FIRE LITE ` - - CutChogUe , NY (ADDRESSABLE) o MOKE TIGHT IC140 FIXED TEMP. HEAT DETECTOR FIRE LITE 515OHT INT 0 FIRE MOTE TIGH l I (ADDRE55ABLE) WALL (TYP) WALL (TYP) + ��I N� TO Ist FLOOR SLAB FIRE ALAR PLAN HORN 4 STROBE - .24VDC FIRE LITE DATUM EL. +01-011 11 (SYSTEM SENSOR) = - - - - GRADE PHOTO EL E CTR I C SMOKE DETECTOR FIRE LITE 50565 _ -_ III I = IY : I1I1=II�I k11 I-I1 I111III-1 1III-1 1III- 0_II_ -II (ADDRESSABLE) I-III I I1=1- b" CONCRETE 2" RIGID INFLATION I-III-III -III-I -III III-I I 111=111-III-I 1-111=1 I 111= 1-11=1 I D A T A �I I 111_1 SLAB (4,000 P51) (TYP) I1=1 I I III J I-I I P =2 NOTE: ALL STRUCTURES ARE NON-HEATEDICOOLED (NO HVAC) - III=111-11 _ III-I I I f- -I THEREFORE NO CARBON MONOXIDE SOURCE I I -"1 I LI I I� I ( I �I � _ - I B� I L D I I `�� SECTION -I�I-111=111-►I A$ NOTED SCALE 2 OF 2 A-2 BUILDING 5 11411 = 11-011 Dwarvu aY ,N5 GHEGICED SY DD ET 0 .. low iy i i A -114 AL, Associates E7 Architects UP, U 11 L D, 11 N G, 26 prestos avenue sea cliff, ny 11579 (516) 671 - 3624 11900 Oregon R "_Irlork fax(516) 759-7138 Cutchogue, la-IID N 8169 OP - - FP NEW �O J (I ISSUED i` u o, LANF3f���3��Gg LAND N/F aR NOle}9'1 la4RiC,4ELYGL7l�1 fC�00-OA9-O'3-00'4.7 (OpMr RGIAL VV4C:L XA7ER1 (GOr!r fERUAL SITE) a 33".86' PROP.6'FENCE 5 46"24"r-O" E 4 3.1a' a b GRAN uwr FeNct o 4'CHAIN L)W rte:. P s LL t i FiAiE � x„"„ of+`i V .� •ExR I �bX W8A0' 196.x0' I F - 7 `e f 3 I \ 1 STORY PfW7� I�t'ICLLINE xE3IJILDING I F:{JILDING 2 / ` d •ilgao • sn j 4 +7 q r.r .b6S Axl PROPOSED I STORY PROP05ED I STORY f f MINI STORAGE BUILDING MINA STORAGE BUILDING Ib 0' f+A'2 4'G,L.F. ' - II ; IIRf�Q sf `ar*'E bQfldlr ) X x.,..,...._..,.. q $ ,080 s (dry butldira� w = ° i 0Gc r S-I, Gorst Glass 5b - tel = 5Z.5 Oe'-_ Op 5-I,Gorst Glass 5b - f el : 5'75 � r i 4 r4 1 sLArE "w' �p / Oa�zA�c FIL)"D UNDER SEPARATE APPLICATION EILEI7 UNDER SEPARATE- APPLICATION -. PA'10 ` � a n. '? 1yft GaNvtRSiCN Yts +f� 1`` 15TORY 797•f °••'•� rg `,"'` a •i 6`LE-0 thMR 55er �b ARATE rII4 3 Kh wg .�I.t' 164 309' APR.IGA?ION -.. ✓r W GCYf1G- i, ” . WALK PROP.WATER SERVICE x \ FROG `. KEY. A C ;, 16OA0' 2Q'J.aO' I r 7 , SPAGEs PROPOSCD SIGNasr�ALr aavewAr u >.UILDING 4 I / 4 7T �'! BUILDING PROP05ED I STORY — J rt m co PROPOSED 1 5TORY >-- � � a^ �°• - --_ - - - MINI STORA,�C BUILDING - - — 12,000 sf (dru bulldin ) I / �}K -- x•ra PROP. gj MINI STORAGE BUILDING q fi PROP.P057 s RAIL FENGE KEYPAD � �gbOO 5 (dry buildlr4 � 06c, Op 5-I,Gorst Glass 2b FF el = 5"1.5 ` x x x x x x x 0cc G I,Gars,Glass 2b el = 51.5 FILED UNDER SEPARATE APPLICATION ' OATS f TQ BE FILED UNDEt� SEPARATE A}'F'LIGATION r,} a ANDSGAPE ! AREA ty % �Cs I 7 f XAX\\�20000' ..,� � 200.00, a � o ry jn 'r•' to PROPGSCD STORY BUILDING 6 _ ( _jPROP.5CREEN PLANTING TO / R ., _ `. PROPOSED I STORY MINI 5TaRA67E BUILDING MINI STORAGE BUILDING I / 12,003 sf d buildin } g 12,000 SP (d bulldlncr) / 0Gc GP 5-I, Const Glass 2b- FF el = 5rt. Occ G^ 5-I,Ganst Glass 2b- FF el = 5i.5 +' aa N 4 °OJ' O° 233.52' MOP.6'FENCE %fit"- ' PILED UNDER SEPARATE APPLICATION U !!! < - 1 y= Z� �3111I LUNcke•rtn ! � 1�1 1€I r.7 POrATO SARK 1"D til a LAW NIP 00r W,AAC'FARMS LLC � °� n7 �,' IC+00-•0ES9-Cl3-t�L75.? f(1 1� • r^ ”' 'F NGE N 46003'00" W 51TE PLAN REVI51aNs HESE PLANS ARE M ARE THE 5P- I" = 40' TPROPERTY OF THE ARCHITECT.NU NFRINCEMENT5 WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CO1tDITION5 AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND OIANTITY OF WORK.NO ALLOMZE SHALL BE MADE BU I I r. )I NO C,OE7 "E: ANAL"i'515 ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NE'GLECT ON HIS FART. Chapter 3 - Use 4 Occupancy Classification 311 Storooc Group 5 Chapter 10 - Means of Egress 511-2 Moderate Hazard 5torage Group 5-1 Table Moximum Floor Area Allowance per Occupant 1004.5 500 sftoccupont - Warehouse Unit 2 Go Chapter 5 - General Building Height � Areas 503 General Height 8 Area limitatlons f_._.Table Allowaable height $ building ores 505 Type 25 = 1-7,500 sf and 3 stories 1 SANE Mini Storage Actual Max billdirg area - 12,000 sf and I sty MULBERRY 5T. �� ! 12,000 < 11500 - Therefore OK 1 �{1Q Oregon Road Cha ter - T es of Car5tructian gyp;% ! 'f' 6022 Type 1 $ 11 - Non-Combustible z %'' PRo.� GT LOCATION o Table 601 Fire Resistance Ratings �� �� Q Cutchobue , NY Type IIB - O hour retina for all Components Table 602 Fire Resistance rating for exterior walls based on fire f separation distance � SITE (� ��� Type IIB Construction Greater than 30' separation _r c 'J� R~ RGE KEY MAP = 0 hour rotino rertufred for S-1 occupancy 32'-0" rnfrrimum separation provided, Therefore OIC Its DEPcj+ TZ N Ghaoter 7 - Fire Resistance Rated Construction: -705 Exterior walls 705.8 Allowable area of openings small not exceed values per table "705.8 Chapter of - Fire F'roter-tiors 5usten:s DATE 0403 5prink:ler Systems k• • �iO3 2.q 0roup 5-1 Reouired if fire area exceeds 12,000sf A5 NOTED 12,000 w 12,000, Therefore Off: - NO 59rinkier System 5 G AL P I OF � required t7RAwN E3Y .�CB LFr-KED SY Epp 2 i '-01, 0 r v,_ r_1 r 1 I ►ssociafes 1 Architects I I i I I I I I ! 26 preston avenue sea cliff, ny 19579 (516) 671 - 3624 fax(516) 759-7138 i 1 i I DIG/ oA TYPICAL 5L.AE3 ON GRADE 1,O'*d5T:I I b - •4000 P51 STONE CON/ RETE cel ( QZ WITH 6x6 W.W.F. I I 4 OF NE`N TOF OF SLAB CLE-1: -O'-0" � I 1 1 ui (5EE DETAIL 3AA-6) a I I I I 1 5 S J E J i iI I ' I I � A-� I A I I � - - a FOUNDAT I (ON PLAN A-1 BUILDING 5 11&1 = 1'--011 LINE OF A5PHALT- PAVINO(PITCH A5 5HOWN) - T.D.aLA EL. +0'-0" 6x6 W2.q x W2.q W.W.F. GENERAL NOTES CONCRETE NOTES SPECIAL INSPECTIONS ASPHALT PAVIN,S a s7 X X X X I. ALL YdORK PERTAINING TO SHEETING:,BRACING,SUPPORT OF ADJOINING LOTS AND SIDEWALK5, I. ALL CONCRETE WORK SHALL CONFORM WITH THE REWIREMENT5 OF THE CONCRETE IN5TITU'TE (ACI) 515-2011. L PRIOR TO BEOINNIN5 ANY WORK,THE OWNER SHALL RETAIN SERVICES SERVICES OF ACCEPTABLE LICENSED Q iv PLACEMENT Or FOUNDATION CONCRETE ON SOIL 5U'50RADE I5 5UBJEGT TO SPECIAL INSPECTION 2. ALL CONCRETE,EXCEPT AS SPECIFICALLY NOTED ON PLANS,SHALL BE: LIGHT WEIGHT OR STONE CONCRETE PROFESSIONAL ENOINEER TO PROVIDE INSPECTIONS DURING GON5TRIJGTION. THE INSPECTOR SHALL BE QUALIFIED T.O. WALL DE510N FOR SHEETINv 4 BRACINS SHALL BE DONE BY ENGINEER IN CHARGE OF SPECIAL HAVINGAN ULTIMATE COMPRESSIVE STRENGTH AS LISTED BELOW: AND APPROVED BY ENGINEER OF RECORD TO PERFORM SPECIAL IN5PECTION5 AS REOUIRED BY NY5 BC. 2" RIGID INSUL. INSPECTION 4 PAID BY THE CONTRACTOR. QUALIFICATION5 SHALL INCLUDE A PROFESSIONAL LIA131LITY INSURANCE COVERAGE OF I MILLION DOLLARS AND A -FOOTINGS,FOUNDATION PIERS,FOUNDATION MAT. 4000 PSI NORMAL WEIGHT MINIMUM PROVEN EXPERIENCE OF 5 YEARS WITH 51MILAR WORK. 2 PROPER NOTICES SHALL BE GIVEN FOR PERFORMANCE OF THE SPECIAL INSPECTIONS IN -BUTTRESSED AND FOUNDATION WALL5 4000 P51 NORMAL WEIGHT z ACCORDANCE WITH THE REQUIREMENTS OF THE NY5 BUILDING CODE: "BEFORE ANY WORK 15 -SLAB GN GROUND 40QQ P51 NORMAL W>w15HT 2. SPECIAL INSPECTION SERVICES SHALL BE PROVIDED BUT NOT LIMITED TO: `fid " > #4 BARS a I2" O.G. COMMENCED ON AN ITEM OF CONSTRUCTION REOVIRINO 5PECIAL IN5PECTION,ALL PERS'O'NS A. CONCRETE CAST-IN-PLACE BC 1704.4 � EACH WAY /EACH FACE RESP.ON518LE FOR SUCH SPECIAL INSPECTION SHALL BE NOTIFIED IN WRITINGS AT LEAST 72 B. SOIL - SITE PREPARATION BG 1704.7.1 " 3. REINrORGING FOR REINFORCED CONCRETE ELEMENTS,UNLESS OTHERWISE SHOWN OR SPECIFIED, SHALL BE 4 8° 4" HOUR'S PRIOR TO SUCH COWENGEMENT." DEFORMED IN ACCORDANCE WITH A5TM-A615,GRADE 60 AND SHALL HAVE A MINIMUM YIELD POINT OF 60,000 G. SOIL - INVE5TIOATION5(B0RINO/TE5T PITS) BC 1704.7.4 P51 D. STRUCTURAL SAFETY AND STRUCTURAL STABILITY BG 1704.11 3. NOTICE SHALL BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING PROPERTY OWNER5 IN 4. REINFORCING FOR COLUMN TIES AND BEAM STIRRUPS SHALL BE DEFORMED IN ACCORDANCE WITH ASTM-A615, E. CONCRETE TEST CYLINDERS. BG 11015.6 a ACCORDANCE WITH THE NYS BUILDING CODE; "NO FOUNDATION OF EARTHWORK PERMIT SHALL BE GRADE 40 AND SHALL HAVE A MINIMUM YIELD POINT OF 40,000 P51. F. CONCRETE PC-515N MIX BG 005 da A 4 . -~-(3) #5 BARS ZQ� 155UE17 UNLE55 AND UNTIL AT LEAST FIVE DAYS PRIOR WRITTEN NOTICE OF THE PERMIT 5. WELDED WIRE FABRIC SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF 7✓000 PSL 3, THE SPECIAL INSPECTION ENGINEER SHALL DETERMINE WHETHER GONTINUOU5 OR PERIODIC INSPECTIONS ARE n� z CONT. (TYP) APPLICATION SHALL HAVE BEEN GIVEN BY THE APPLICANT TO THE OWNERS OF ALL ADJOININCa NEEDED AND WHETHER HE OR SHE SHOULD IN5PECT THE SITE PER50NALLY OR SEND A PERSON UNDER.H15 OR HER j r � LOTS, BUILDIN55 AND SERVICE FACILITIES WHICH MAY BE AFFECTED BY THE PROP05ED 6. MINIMUM REINFORCEMENT PROTECTION,UNLESS OTHERWI5E SHOWN,SHALL BE 3/4" FOR SLABS AND INTERIOR DIRECT SUPERVISION. FOUNDATION WORK OR EARTHWORK OPERATIONS." FACES OF WALLS, 1-1/2" FOR BEAMS AND 51RDER5,2" FOR EXTERIOR FACES OF WALLS,3" FOR FOOTINGS AND 4. THE 5PEVAL INSPECTION ENGINEER,SHALL MAINTAIN A LOO IN HIS OR HER OFFICE WHICH INCLUDES THE I'-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 OWNER5 IN PRELIMINARY TE5T(PER NYGB ) HAVE BEEN MADE AND APPROVED. (i) ADDRE55 OF THE PREMISES,JOB NUMBER,CONTRACTOR'S 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. GON5TRUGTION (5) DATE AND TIME OF EACH INSPECTION INCLUDIN5 (51VEN TO COMMISSIONER BEFORE THE COMMENCEMENT OF ANY WORK FOR WHICH A PERMIT HAS .DINTS,5UGH AS DAYS END FOUR JOINTS:5HALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. MAIN A. NAMES OF PERSONNEL WHO INSPECTED THE SITE,AND I I BEEN ISSUED. REINFORCING SHALL RUN THROUGH THE JOINT. ROV5HEN AND SCARIFY JOINTS TO EXPOSE A55RE,0ATE FOR B. ANY 516NIFICANT OBSERVATIONS,OR INSTRUGTION5 GIVEN RELATING TO ANY Off=THE FOLLOWING: SECTION � EXTERIOR Y YA�L. CHEMICAL BOND.WET THOROUGHLY AND SLUSH JOINT WITH 1:2 MORTAR; 1/2"THICK,NOT MORE THAN 5 MINUTES 1) DEVIATIONS FROM THE CONTRACT DOCUMENTS. 5, ALL WORK PERFORMED IN CONNECTION WITH 5HEETINa,BRACING,EXCAVATION SHALL ADHERE TO BEFORE FRESH GONGRETE 15 POURED A6AIN5T SURFACE. 2) ANTICIPATED FIELD CONDITIONS; -� THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDINO CODE,RE(5ULATION5 OF THE 3) PROPER EXECUTION OF THE WORK; A"I I" �'.p" R E V 1 5 1 O N 5 NCW YORK STATE DEPARTMENT Or LABOR AND OSHA. 8. ALL OPENIN(55 IN FOUNDATION WALL5,LNLE55 OTHERWI5E 5HOWN,SHALL HAVE (2)#6 BARS ADDITIONAL ON ALL 4) C700D ENOINEERINO PRACTICE; SIDES AND SHALL EXTEND 2-6" BEYOND EDGE-5 OF OPENINGS. 5) SAFE JOB-51TE CONDITIONS; 6. PRION TO COMMCNGEMENT OF MA55 EXCAVATION, THE ADJOINING PROPERTIE5,AND STREETS 6) PRECAUTIONS TAKEN TO MAINTAIN SAFE CONDITIONS IF WORK 15 STOPPED FOR ANY THESE PLANS ARE AN IISTRUMENT OF SERVICE AID ARE THE SHALL BE V15UALLY SURVEYED BY THE CONTRACTOR,SUITABLY MARKED WITH PERMANENT q. THE CONTRA 70R SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED, INSTALL ALL eLILT-IN-WORK, REASON PROPERTY OF THE ARCXTEGT. INFRIN(7EMENT5 WILL BE MONI'TORIN5 POINTS TO BE MEASURED DURING CON5TRVTION FOR THE PURP05E5 OF SLEEVES,OPENIN55,INSERTS, ETC.A5 REWIRED FOR A CONCRETE JOB. LOCATION OF 5LEEVE5 AND OPENIN05 (iii) THE DATE OF AND PARTICIPANTS IN ANY CONVER5ATION5 WITH THE SPECIAL IN5PI+GTION ENGINEER PROSE UTED, DETERMINING GONSTRUGTION-RELATED EFFECTS. REPORT WITH PHOTOGRAPH5 SHALL BE NOT 5HOV4N ON PLANS 15 SUBJECT TO APPROVAL OF STRUGTURAL ENGINEER. OCCURRING OFF-SITE AND RELATING TO ANY SIGNIFICANT OBSERVATIONS OR INSTRUCTIONS. PROVIDED TO ARCHITECT IN TRIPLICATE COPIES. A PRE(OONSTRUCTION DAMAGE CONDITION 10. ALL RE-BARS IN SLAB TO BE SUPPORTED BY PLASTIC COATED CHAIRS PER AGI CODE. GO ENSIONOA5HAL1 VERIFY ALL NSIB GFOR FIELD NDAID 5. THE SPECIAL INSPECTION ENGINEER SHALL RETAIN A COPY OF THE DOCUMENTS DESCRIBED ABOVE IN HI5 OR HER DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT SURVEY OF THE ADJOININS PROPERTIE5 SHALL BE MADE IN WRITTEN AND PICTORIAL FORM,AND 11. ALL REINFORGINO"- ALL BE DETAILED,FABRICATED AND PLACED, IN ACCORDANCE WITH AGI DETAILIN5 MANUAL OFFICE AND SHALL PROVIDE A COPY TO THE CONTRACTOR AND/OR OWNER TO BE KEPT AT THE CONSTRUCTION AND a)ANTITY OF WORK.NO ALLOWANCE SHALL BE MADE TWO COPIES SHALL BE FURNISHED TO THE OWNERS REPRESENTATIVE. (LATEST EDITION). SITE- DN THE BEHALF OF THE GOhTRAGTDR FOR ANY ERRS OR 12. ALL REINFORCING SHALL BE SUPPORTED IN FORMS,SPACED WITH NECESSARY ACCESSORIES AND SHALL BE 6. THE SPECIAL INSPECTION ENGINEER RESPONSIBLE FOR SPECIAL INSPECTION SHALL REPORT UNSAFE CONDITIONS 1 1/2" 5LA5 RECE55 a O. . NEGLECT ON HI5 PART. ?. ANY WATER INFLOW INTO THE EXCAVATION SHALL BE CONTROLLED BY SLUMPING OR SECURELY WIRED TOGETHER, IN ACCORDANCE WITH GR51 "MANUAL OF STANDARD PRACTICE" !LATEST EDITION!. TO THE DEPARTMENT OF BUILDING5 AND/OR ANY OTHER AFFECTED PARTIES OR AGENCIE5 DOORS{5CE PLAN - TYP,) OTHER SUITABLE METHODS. DI5PO5AL OF WATER SHALL BE MADE OUT OF THE EXCAVATED AREA IN ACCORDANCE WITH LOCAL REGULATION, THE ELEVATION OF THE T .1_11 P"�0UE5T OF THE DE.QeaTME-N1 I OF I-LD1" ,THE SPE!I Al INS ENf_.In1 fE!R SHALL MA_'E A`/AILABLE - µ WATER LEVELS BEYOND THE LIMITS OF THE PROJECT SITE SHALL NOT BE LOWERED 13. SLUMP OF CONCRETE SHALL NOT EXCEED 4" UNLESS A HIO- H RANOE WATER-REDUCING ADMIXTURE 15 USED. THE SLUMP OF WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 4". THE SLUMP OF CONCRETE CONTAINING A HIGH P06UMENT5 AND THE LOG DESCRIBED ABOVE FOR REVIEW BY THE DEPARTMENT OVEDINGS LINE OF ASPHALT Unit � 50 AS TO PREVENT DISTRE55 TO ADJOININ6 STRUCTURES. PAVING(PITCH A5 SHq 1/4 RANGE WATER-REDUCING ADMIXTURE SHALL NOT EXCEED EED 8". OWN? 6x6 W2.q x W2.q W,W.F. 8. A COMPETENT REPRESENTATIVE OF THE CONTRA(TOR SHALL INSPECT THE SUBORADE 14. CONCRETE EXP05ED TO WEATHER SHALL BC AIR-ENTRAINED. AIR CONTENT SHALL BE BETKEEN 4 AND 6 PERCENT. Q 11l inlStorage OF THE EXCAVATION, ANY AND ALL BRACING AND BLOCKING,AT THE COMMENCEMENT - PITC OF EACH *SHIFT,TO ASSURE INTEGRITY PRIOR TO PERMITTING WORKMEN TO WORK 15. COARSE AGGREGATE SIZE SHALL BE N0. 57 OR LARGER, CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BY THE PROJrCT MANAGER WE'LL IN ADVANCE, OF CONCRETE PLACEMENT. CONCRETE MIX DESIGN SHALL INCLUDE A5PHALT PAVING WITHIN ANY EXCAVATED AREA. ALL 5TREN67TH DATA NECESSARY TO 5HOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS FOR EITHER THE TRIAL X x x x BATCH OR FIELD EXPERIENCE METHOD. -bxb W2.q x W2.1 W.W.F NON) - - "ry q. THE CONTRACTOR SHALL PROVIDE ANY Tr-MPORARY EXCAVATION RESTRAINT 16. CONCRETE MAT ON GROUND SHALL BE POURED TO THE THICKNESS SHOWN ON THE DRAWIN55 ON VAPOR 6" 5LAB ON GRADE T.D. WALL 11900 Oregon Road REWIRED FOR THE CONSTRUCTION OF THE PROJECT. IF A 5HEETINO OR BRACING BARRIER, 4,000 P51 STONE CON(RETE 2" RIGID 1NSUL. SYSTEM IS TO BE UTILIZED, THE DETAILS OF A SHOP DRAWINGS AND SUBMITTED FOR 11. VAPOR BARRIER SHALL BE POLYETHYLENE PLASTIC HAVIN5 A MINIMUM THICKNESS OF 5 MILS(.008),FREE Or Cutchogue , NY REVIEW AND APPROVAL BY THE ARCHITECT BEFORE COMMENCEMENT OF WORK. PINHOLES AND OTHER BLEM15HE5 AND SHALL BE IN57ALLED OVER COMPACTED POROUS FILLING ACCORDANCE WITH x r. r x x x x' a MANUFACTURERS REOUIREMENT5. ALL JOINTS SHALL BE LAPPED 12" AND TAPED � ° .° a a D a 10. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SUBGRADE CONDITIONS PRIOR 18. PROVIDE 6" THICK LAYER OF POROUS FILL BENEATH ALL SLABS ON GROUND.COMPACT(IF REQUIRED) FILL TO ° .°.. a " � ° � �� � #4 BARS a 12" O.G. TO START OF WORK. THESE DRAWINGS DISCOUNT UNDEROROUND WAT7R CONDITIONS q5%OF MAXIMUM DENSITY IN CONFORMANCE TO ASTM DI551-66T. MATERIAL SHALL CONSIST OF HARD,DURABLE --�-� � EACH WAY /EACH F"A!,E �I (PCR RCC�UEST OF OWNERS).UPON COMPLETION OF EXCAVATION. PARTICLES, FREE OF OR5ANI6 M KDO 5 FOUNDATION ATTER,RUBBLE AND ALL DELETERIOUS 5llB5TA.NGES MAXIMUM PARTICLE SIZE! J /' ! /r / SHALL i:3E 2", 10%TO 60%BY WEIGHT RETAINED ON THE #10 SIEVE,LE55 THAN 40% BY K15HIT PA551NO THE "��' r`��1�'�� ' ' �=�'i a .'.�cF P 411 4° I I I I I- 'iii-I >I- iI I_ O1:ND +TIGN N TIrS No.60 SIEVE,AND NOT MORE THAN 10%WEIGHT PASSING THE No.200 51EVE. 1=III=I I(=III=III=1'I 1=I =III= I=III=III= _ N I$ DETAILS a Iq. MAXIMUM OUTSIDE DIAMETER OF PIPE OR CONDUIT PLACED IN51-A55 ON GROUND SHALL BE LIMITED TO - � � 1 a I. ALL, FOOTINC75 ARE TO REST ON SOIL HAVIN5 A MIN.SAFE BEARINS GAPAGITY OF 2 7ON5 PER SGtUARE FOOT. ONE-THIRD THE THICKNESS OF THE SLAB. THE MINIMUM CONCRETE COVER TOP AND BOTTOM SHALL BE 2. ISOLATED FOOTINGS SHALL BE LOWERED OR RAISED,AND PIERS SHALL BE ADDED,REDUCED OR INCREASED IN ONE-THIRD THE THICKNE55 OF THE SLAB. HE15HT,ALL AS APPROVED BY THE ENSINEWR,WHERE THE SPECIFIED BEARING GAPAGITY 15 FOUND AT A LOWER 20. PROVIDE SHOP DRAWINGS SHOWING REINFORCEMENT 4 IN5CRTS. 6 MIL POLY V.B.-- CONT. (TYP) OR HISHER ELEVATION THAN SHOWN ON THE PLANS. CRUSHED STONE BA51W 3. BACKFILLING ACAIN5T FOUNDATION WALLS SHALL NOT BE DONE UNTIL CONCRETE HAS ATTAINED SUFFICIENT COMPAGTE7 SOIL 11-4" MIN. ST'RENOTH AND WALLS ARE PROPERLY SHORED OR BRACED. D AT E 4. EDGES OF FOOTINGS SHALL NOT BE PLACED AT A GREATER THAN I(VERTICAL)TO 2 (HORIZONTAL) 5LOPE WITH RESPECT TO ANY ADJACENT FOOTING5. 5 NOTED 5. THE CONTRACTOR SHALL SAFEGUARD AND PROTECT ALL EXCAVATION5.6. THE DESIGN OF THE FOUNDATION IS 1.. 3 ` SCALE OF 4 BASED ON 501L INVE5TIOATION. T•/FICL SLAB DETAIL G �✓TION @ RQ DOOR CMRMN Jh/B A-I Art 1 n s 1'^Q" GFI�GKI*C7 SY DD .......... C C" 1DG-GL DIQ A;/ � DiGiovanni & Associates "E'\ C) Architects n 2 I 1. tm�2'[ 12'-�2` III iii 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax 759-7138 -�Ar_D A p DIGI C (s, 16q N j E: D I. j; 1 1- oil I Ini-011 2-0 2-0 11 - 12, --ioil -011 1-11-oll 1 1.21-011 1:21-011 1,21-oll 1�21_011 1,21-011 I III 01 0 (D 0 (D 0 (D (D 01 (D 01 G (D 01 01 (D L C, FIR!5T FLOOR PLAN I FAINTED METAL SIDING BUILPINO 5 111-011 PAINTED METAL PAN51_5 OVER METAL STUDS K,' ON OALV. METAL STUDS [1 R-13 BATT. I rvALV. 151DE ONLY (FINISH j METAL PANELS a INTERIOR TO CORRIDOR 51DE) TO 10'-0" PROVIDE BURGLAR SAPS 10'-0" Arr ROOF, CON'SOTRIXTION: a 8" 0.(. TO CLO ABOVE METAL 5TANDINO SEAM RoorlNO ON 3" x 3' RAKE ANOLE5 OVER 7" PURLIN5 0 <> 5'-0" O.C. ATTACHED TO 3 x 2" x 12 go P05T5 @ 5'-0" o/c BULLAR BARS @ 511 o/c (TYP EXTERIOR WAIL, CON5TRUCTION! from TO PARTITION PI TO METAL 510IN6 OVER 5-2'" x 2" 16 po @ 24" WALL TYPES CEILING) AC;OU5TIC, TILE CEILING IN O/C' with 3�BATT INSULATION card NT5 S[J5FE-N5l0N 5Y5TEM with R-3& BATT OALVALUM PANEL INTERIOR TO 10'-0" off INSULATION (TYP) INTERIOR PARTITION CON5TRXTION: (5ALALUM PANE15 OVER 3" x 5" ANGLES @.2'-6" 0/0 with TO 10'-0" off 1:2 FOUNDATION (,0N5TRQ(,TIQN: 8" FOUNDATION NALL5 with #4 BARS a 12" o1r, cH ON 1'-4" 4 4 CONCRETE FOOTING-75 KITH (3) #5 B bottom TO 4'-0" MIN. BELOW GRADE 4 6' CONCRETE SLAB H/2A x 2.1 VV4M ON 6# MIL. VAPOR BARRIER GLASS VISION PANEL 5 1 0 N 5 I TO PLATE EL. 12'-01' THESE PLANS,ARE AN IN5TR1MENT OF SERVICE AND ARE THE FROnRTY OF THE ARCHITECT. INFRINaMEN75 WILL BE TYPE A TYPE 5 FRO5E0I CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN5101,15 AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF KM.NO ALLOWANCE SHALL 51 MAX ON THE BEHALF OF THE CONTRACTOR FOR W ERROR OR NEGLECT ON HIS PART. NTe) EJ Unit 2 Go Mini Storage Tqpe I - Interior roll up -,22 gouge con-ugated galvanized steel with slide lock,pol provisions and two Ill't handles. Poli ,1prolojIlene wear strip, lb goluge golvonized guides, 12 gauge support brackets and spring ten5loner with TO Irpt FLOOR SLAB extruded OlLtnhn bottom bar and weatherstripping.(color as selected)) DATUM EL. +0'-0" 11900 Ore(yon Road Type 2 - Provide levered hordware - ell with keg only,Inside always unlocked. Tre 3 - IrwIcited exterior roll up -22 gouge, corrugated galvanizzed5teel with slide lock,padlock provl5lons and two ifft IEI I IEI I I=I I I-11 I I El I IEI I I=_ I LI ORADE handles. Polt ropjlene wecr strip, I&gouge 9.qlvanlzed gil)&5, 12 gouge sil bral and 5prInq ten5loner with =LLI=71 I FI I Ej 1 III RM ..I i—=' I M I Il I extruded oli,rl bottom bar and weather5tripping.(color as selected)) 11=111=111=1I1 lEJUE'.1 I IEil 1 III—II III—III—III— 6" CONGRETI= 2 RIGID INSULATION SLAB PLAIII NS DETAILS 5 G H E 0 U L E TAO DOOR SIZE THK D 0 0 R FRAME 5ADDLE HOPSIR 5TOF RATING REMARKS TYPE MAT'L DOOR I qI-011 X 1111-011 --- B MTL 3 INSULATED ROLL-UP V A T E 2 81-011 X el-oll 5 MTL. I INTI ROLL-UP tA=2 55 3'-0" x 1'-0" A I MTL_ .2 1 ' IIILPIINO SEC.,TION A5 NOTEDr A--!2 BUILIPINO 5 1/411 = 11-01111 SC, A L E ORMN ell, ,IVB CHECKED BY DD 0C MET,A! ROGPiN!r !TYF.1 CC DAA 5 h9 N `` N / N EATHER VA DiGio if anni A T ^" I� _4: �I lir II �r1rl 12 ! Associates ciates rvr_ 1°i ... �, ! f .-'er'� IN MtTALY r-t�A !� L YF 1 1.2 L METAL STANDING 5FAM (TYP. ALL 57,'E5 Architects „ I Il i RGG"NG L 11 (Tl'F.), 26 preston avenue i 1 I I I I I III '(516) 671 3624 1 � }1 1 1 I I I #aX 516 759-7`138 I � i I RE D I I I 1 E I � 5 I I I 1 I I I I I I ( I I i t i i I I I I I I I li I i C _ .._......�.._-__ _.lw 1... _..._._ ._._-.,.�....1...l_...,_a_.1 I ( I I I I II 1D ... ' ..__.___ ' TO FLATS 1=L +12-0" I ��JPO F ip ti's I I I 4-11,11 . . . ,I �i1 IIII II I i � I I ; � I i1 �� I II I j I j IIi ! i I I i t II � i I :I I I I II � I !I li� I III ' !i t it I II I I iII IIII iI' I! II IIiI ! III IIII I rol Q A z � I I I ; i i l !III i ! ' I i I S I I ! i I' I ��•' i I I I I !I I ii I �V I O� OQ� III ! I j I T: 1st FL.O-R DATUM EL. +0 1-0,11 I I551JEC) L.r..__ METAL AL ROLL OF DOORS v,,AL 51DiNO (TYF; REVISION ey Date Sheet Index TRACI ITE BUILDING SYSTEMS I N C �saa PAGE DESCRIPTION ' 9 ` A1.0 FLOOR PLAN BUILDINGS #5 & #6 131 .0 FOUNDATION DETAILS & PLAN M I N I STORAGE - BUILDINGS 5 & 6 C1 .0 INTERIOR WALL FRAMING DETAILS & ELEV C2.0 END WALL FRAMING DETAILS & ELEV C3.0 ROOF FRAMING DETAILS & PLAN BUILDING C4.0 TRANSVERSE INTERIOR FIREWALL DETAILS 0 S C4.1 TRANSVERSE INTERIOR FIREWALL ELEV _ CT F 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 Code Summary F2.0 EXTERIOR PANEL & TRIM DETAILS F1ME It! ?ECTION - F2.1 EXTERIOR PANEL & TRIM DETAILS PT D BEFORE CODE 2020 BUILDING CODE OF G1 .0 STANDING SEAM ROOF DETAILS ���� i NEW YORK STATE 11.0 WALL INSULATION DETAILS & SECTIONS CONSTRUCTION TYPE TYPE II B J1.0 GUTTER ASSEMBLY DETAILS USE GROUP MODERATE HAZARD STORAGE, S-1 GROUND SNOW LOAD 25 psf SNOW EXPOSURE CATEGORY C SNOW IMPORTANCE FACTOR 0.8 �EOF NFWr WIND VELOCITY (V ULT) 119 mph ,�_ p �q U WIND VELOCITY (V ASD) 92 mph ° �`. �'�o � * i n. WIND EXPOSURE CATEGORY C 17- SEISMIC USE GROUP I0 How rs% tiUI�u;wG DEPT. SPECTRAL RESPONSE ACCELERATION (SS) 0.177 =► � m;., TOWN OF SOUTHOLD �cf1 095 �7: ' SPECTRAL RESPONSE ACCELERATION (S� ) 0.050 SPECTRAL RESPONSE ACCELERATION (SDS) 0.189 SS SPECTRAL RESPONSE ACCELERATION (SDS ) 0.080 ��®vil�� -A 5 SITE CLASS D SEISMIC DESIGN CATEGORY B APPROVED AS NOTED 00 N o Abbreviatio DATE B.P.0 3 a 121 O Ld FEE •r''� _ BY: c~n � � � :� o NOTIFY BUILDING DEPARTMENT AT ° �; CL a Anchor Bolts -- Bolts used to anchor eave/base angles or channels, and base plates to a foundation Matals er i 765-1802 8AM TO 4PM FOR THETerms Terms Colors (Concrete Screws) ° or other support. FOLLOWING INSPECTIONS: Z BEW Blank Endwall NTS. Not To Scale ASGY Ash Gray 1. FOUNDATION . TWO REQUIRED Angle, Eave/Base -- An angle or channel used at the base or top of a paneled wall section. Channels are FOR POURED CONCRETE J � Q °, a ° BSW Blank sidewall O.C. On Center BWHT Bright White Channel, Eave/Base usually used when the wall section is insulated. 2. ROUGH - FRAMING & PLUMBING m O o BLDG. Building OPP. Opposite CDRD Cedar Red 3. INSULATION CNR Corner PART Partition CLBG Classic Beige Base Plate -- A plate attached to the bottom of a column or jamb which rests on a foundation or 4. FINAL - CONSTRUCTION MUST o m • • • g other support, usually secured b anchor bolts. 2 Revision Indicator CTr �� _ COL Column PT Partition CRMB Cream Beige pp Y Y < ° ° CTR. Center PSF Pounds Per Sq. Foot CONB Contl. Brown -T THE Q a DIA. Diameter PTD. Painted DTAN Desert Tan ' -W DBL. Double QTY. QuantityEVGN Evergreen Bracing -- Angles or straps used in the plane of the roof, and walls to transfer loads, such as p� Notation Reference DESIGN OR CUNSiRUCTION ERRORS. Ethylene—Pro lane- g wind, seismic and crane thrusts to the foundation. EPDM Diene—Monomer REQ D. Required GARN Garnet 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. Pae Detail Identification/Reference ,. �2p�,d41 F.O. Finish g ed Opening STR. Sta rter PLBL Polar Blue F.M. Field ModifyTYP. Typical ROYB Royal Blue pa-," G YP Y 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 Detail Section Identification/Reference 1 MISC. Miscellaneous Page 'k-yenera I Eave -- The line along the sidewall formed by the intersection of the planes of the roof and Structural Fasteners otes MPH Miles Per Hour wall. NOM. Nominal Footing Trachte structural bolts are SAE J429—Grade-2 or ASTM A307A unless specifically noted. Part No. Part Number Identification -- A pad or mat, usually of concrete, located under a column, wall or other structural These are typically Trachte Part Nos 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 holes and nuts threaded to complete assembly. Compacting joint to smug—fit condition shall soil. 12 progress systematically from most rigid part of joint. Snug—tightened condition is tightness -10-DIGIT PART NUMBEIR art -- Rise/Run Identification attained with a few impacts of impact wrench or full effort of ironworker using ordinary Girt A horizontal structural member that Is attached to sidewall or endwall columns and 4 spud wrench to bring connected plies into firm contact. 5000 5 00 supports paneling. Specification for Structural Joints Using High Strength Bolts, December 31, 2009 COMPONENT NUMBER GAUGE 2—DIGIT CODE Self Drilling Fasteners 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. o g 9 P Z for Self—Drilling 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, b locating screws next to g MOST COMPONENTS WILL FOLLOW A LOGICAL SEQUENCE ( ) Y 9 panel bends and near recessed corners of angles. 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 .� THIS IDENTIFIES A CLASS OF PARTS where noted or shown on the Floor Plans & Roof Framing Plans all connections should be (� SUCH AS COLUMN'S, HEADERS, BASEPLATES ETC. _ _ consistent with all details related to installation of bracing components. Removal or O Purlin - A horizontal structural member which supports roof covering. _� ( �_� �_� Earth alteration of bracing without prior authorization is prohibited. —) —� Temporary Bracingz C> Imaginary Rafter -- The main beam supporting the roof system. Temporary supports or bracing required to erect the building is the responsibility of the ~' Z 9-DIGIT NUMBER Decimal z Insulation erector to determine, furnish, install and remove. � � w 0 3 3 Point Rake Angle -- Angle fastened to purlins at rake for attachment of endwall or partition panels. Permits x 0 w 5—DIGIT LENGTH � COMPONENT FINISH LENGTH It is the responsibility of the Building Owner/ Contractor/ Erector to obtain all appropriate � O O FIRST 3—DIGITS = INCHES Structural Line -- Usually chalk lines laid out on the foundation to aid in placing columns and other approvals and necessary permits from Ci coup Z pp ry p City, ty, State, or other agencies as required. ,� x p; LAST 2—DIGITS ARE DECIMAL (FRACTION) structural components of a building floor plan. Accurate placement of these lines is ® a E� H O U ALWAYS IMAGINE A DECIMAL POINT BEFORE LAST 2—DIGITS critical to erectinga building. Down Spout Structural Lines ~' O E' - 2—DIGIT CODE 9• D S Z (31 v p IDENTIFIES MATERIAL COLOR OR GAUGE Rake Trim -- A trim designed to close the opening between the roof and endwall panels. Structural lines are referenced often throughout our drawing details. These relate to the STRUCTURAL PARTS USE GAUGE CODE g p g P 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 Date 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 sidewall 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 Drawn by 2—DIGIT 2—DIGIT 2—DIGIT 2—DIGIT 2—DIGIT 2—DIGIT from the first line. JMN GAUGE CODES WALL do TRIM DOOR or TRIM DOOR or TRIM S.S. Roof Spacial 12 12—GAUGE COLOR CODES COLOR CODES COLOR CODES COLOR CODES COLOR CODES B Others = Scale 14 =14—CAUG'IE Bd = i Se Qvia fge ZI =dsk shay- 44 =Cbnw. ewe 10 =Regal White =Clay Y 11 =Roman Blue 333 =Polar White 16 =16—GAUGE 61 =Slate Gray 26 =Matte Black 45 =Garnet 12 =Evergreen 37 =Sand Stone The design, detailing, and materials for items designated as "By Others" are not the N.T.S. 18 =18—GAUGE 62 =Classic Beige 31 =Patriot Red 46 =Evergreen 13 =Patrician Bronze 38 =VP Charcoal Black responsibility of Trachte Building Systems, Inc. Plan No. 63 =lead White 40 =Sunset Orange 47 =Cedar Redeige P y g Y 2—DIGIT 27 Light Stone 41 =Desert Tan 48 =Shale 14 =Surrey Regal/Harbor 39 =VP Patrician Bronze = 23 =Regal/Harbor Blue 49 =Natural Stone COLOR CODES 42 =Polar Blue 63 =Iced White 24 =Colonial Red 65 =Yellow Field CuttIng and Drilling 80 =Galvanized 43 =Royal Blue 64 —Bright White (Door) 26 =Matte Black 66 =Silver Metallic Order No. 82 =Galvalume 32 =Lime Green (Door only) 82 =Galvalume 67 =Birch White 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 OTHER PARTS. THE SPECIFIC PROJECT INFORMA17ON PROVIDED TO TRACHTE BUILDING SYSTEMS, INC. WAS Most of Trachte's standard color codes are shown. Special colors are not shown. Permit plans may not USED IN THE DEVELOPMENT OF THE ENGINEERING DRAW7NCS, DETAILS, MATERIaIL.S LIST AND show the correct color of our desired building. The final erection set of drawings may show the PRICING. ANY DISCREPANCIES BET"EN THIS INFORMATION AND THE ACTUAL JOB CONDITIONS Cover Y g• Y 9 1/7LL 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 Wlll aiway3 SNOW the COrrEict color for the part listed. PLEASE RECHECK THIS INFORMATION CAREFULLY. REV/BION Date ey 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 B DS 5994pOP0418 DP DP 00418 pg 59940004/8 DQ DP OS DP DQ DP 0S DP DQ DP p 11.1 DP DQ V��i 8 A ps 0 A 5950000718 A in 5991030116 E1.15995436412 5991030116 1.0 5992030112 B o 5995436312 i i p 3 HR. FIREWALL it II II . . 3 HR. FIREWALL o 5991030316 5995436412 II II 3 HRFIREWALL 3 HRFIREWALL 5992 0312 11 5995436312 5991030316 C u u u u n n n n q II II II II I 111 1,Q 5992030512 I I I I I I I I ------------ ----�I-----U 5991030516 u u II II 5992030512 ----�----n----- u u ------------- n n 0 5991030516 I I II II II II LO, 5991030716 5992030712 II II II II II II 5992030712 5991030716 E u u n n u u n n O A II II I II II II II Lf) 2' 5992030912 I Li i i I I I I II li 5992030912 5991030916 F ! 5991030916 � C u u 11 9 0 i I I II II 11.0 13 5991030916 11.0 C4.0 II II 0 in 11.0 5992031112 i I 11 - I I I 5992031112 G 1 u u u 5991031016 / I I I %5991-03-0-916) to 0 � \ / co RI C1Wn MR A ii ii B MR in 5991030916 F1.1 II II F1.1 II II 5992030912 H 5992030912 F1 F1 n n = I I I NOTE COLUMN A oI 14 15 NOTE COLUMN I I NOTE COLUMN NOTE COLUMN NOTE COLUMN I I I I ORIENTATION1 F2,1 /� ` 11.0 ORIENTATION I I ORIENTATION ORIENTATION ORIENTATION I I I I IN STARTER BAY Q LO 11.0 IN STATER BAY I I IN STARTER BAY IN STARTER BAY IN STARTER BAY I I I 5992030712 c; ���-"G ` a o 5991030716 I I I n n * ' I I I 5991030716 5992030712 I I i I I =, ; I I 5992030512 �` �r F Li Li ,' 2.03. 4, U-) 5991030516 5992030512 11 1 I I I 5991030516 I �I How rAi I J u u n n ri F1 J 1, II 5992030312 II R�FES S1J i LO 5991030316 5995436412 II II K u u u Iu I 5995436412 5991030316 n n n n = II II 0 q I II A in 5991030116 5995436312 C1•Q 4. 5992030112 II 11 II 5995436312 5991030116 L u u 0 u u U c rn � O � OU O — � N 1 5950000718 5994000418 5994000418 o LO M 5994000418 DS DP DP DP DQ 0S DP DQ DP OS DP DP DS DP DQ DP 0S DP DQ DP DS 5994000418 � " " " 12'-0" 12'-0" 15'-4" $ 14'-0" 12'-0" 13'-4" $ 14'-0" 12'-0" 13'-4" 8 14'-0" 12'-0" 13'-4" $ 16'-0" 12'-0" 12'-0" STARTER BAY STARTER BAY STARTER BAY STARTER BAY STARTER BAY Z _ o o 2 �> B A J Q l J1.0 200'-0" 2.0 2.0 m � o Ld � FLOOR PLAN FOR 11 '- 4" EAVE 1 4. 12 PITCH MS MINI STORAGE BUILDINGb #5 — S02462599 SP- 46753 — —�-- STARTER BAY ----L------ TYPICAL BAY -- --- -------- #6 — S02462609 SP- 46754 I tructural tructural Tructural ine ine DOOR SCHEDULE ine + 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 ,CLOSER,LG White �r 24 DP SECTIONAL 10'-81x 9'-6" 10'-8'x 9'-6" BY OTHERS SECT. DOOR TBD STARTER BAY 8 DQ SECTIONAL 11'-0"x 9'-6" 11'-0"x 9'-6" BY OTHERS SECT. DOOR TBD A ROLL -UP DOORS MEET ASTM EJJO DO NOT ORDER DOORS BY OTHERS PRIOR TO RECEIVING THE ERECTION SET. RO AND DOOR SIZES MAY VARY DUE TO ENGINEERING ISSUES. SIDE WALL ELEVAITION W 0 z A '—' A i4 Z Z m • a � 0 r,� IW-� W Ind C\2 O z C � � 0 END WALL ELEVATION END WALL ELEVATION o o 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. A .190 By B REVISION it i te 1 1 .Y 2 3 4 1 5 6 7 8 9 10 11 12 13 14 15 16 1 . o LO C to 0 -I Lo J00 Lo1.ll 0 1 I 0 io N to -to 0 20 1A ;00 Luo-) 0 Io I I I I I I I I I I I to LO FN 1.0 HOW r 11 2., 'j � 0 03. :47:1 - L 1 C19 Loll 0 LO LO Q) ui 0 �O� N, .0 Qj LL. 12'—Om 12'—Om 14'-0- 12'—On 12'—l" 16'—Om 14'—Om 14'-0- 141-0m 14'-0n 12'-0n 141-0- 16'-0" 129-0" 121-1" 6 -(,171 CO P- 200'-2n J) _j rn Z) 121 DOw _zC1 FOUNDATION PLAN for MINI STORAGE BUILDINGS #5 & #6 GENERAL FOUNDATION NOTES FOUNDATION CONCRETE SCREW #4 REINFORCING BAR #4 REINFORCING BAR FOUNDATION SPECIFICATIONS LEGEND CONTINUOUS WELDED WIRE (CONCRETIE SCREW CONTINUOUS WELDED WIRE 1. FLOOR SLAB SHALL BE (SEE LEGEND) THICK WITH 6 FABRIC VAPOR BARRIER FABRIC VAPOR BARRIER — i —I L_t z 7 1 - Il X 6 — W1.4 X W1.4 WELDED WIRE FABRIC. PAVING OR 54" 4 SLAB THICKNESS I FINISHED GRADE 51" THICKNESS TF FOUNDATION N LEGEND " G OR SLAB TH 2. CONCRETE SHALL BE OF A MIXTURE AND DENSITY TO ED GRADE ZZ zz zz (SEE LEGEND) __//— — — (SEE LEGEND) CLEAR CLEAR YIELD A 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. t .. . . 4 4" FILL 4" FIL L NOTE: STRUCTURAL DESIGN IS BASED ON 2,500 PSI. n G DRAIN N HOWEVER, 3,000 PSI IS PREFERRED. n FREE DRAINING AN C j R FILL INORGANIC II — GRADE 60 FOR #4 AND LARGER BARS, AND GRADE 40 FOR #3 BARS AND ALL DOWELS AND TIES. STEEL SHALL 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRANULAR FILL BE KEPT CLEAN AND FREE OF RUST. LAP ALL WELDED WIRE VAPOR BARRIER # REINFORCING EARTH 4 1 MI 1. 1 REINFORCING A MINIMUM OF 28" AT SPLICES AND AROUND #4 REINFORCING FABRIC CORNERS. LF_ BAR, 16- LENGTH BAR, 16- LENGTH I - 0 16" O.C. — — — — — — — - - — — — — — — — — — — SLAB THICKNESS 4. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM O.C. FROST 016 ;" :.. 17 , *. '' - (SEE LEGEND) A-185, AND SHALL BE LAPPED 8 INCHES MINIMUM AT DEPTH WALL WALL FROST WIDTH ALL SIDE AND END LAPS. NOTE: WELDED WIRE FABRIC IS (SEE SPECS) WIDTH DEPTH TH 4" FILL USED IN THE STRUCTURAL DESIGN OF THE FLOOR SLAB. SEE SPECS) (SEE SPECS) THEREFORE, FIBER REINFORCING CANNOT BE USED AS AN ALTERNATE. FOUNDATION (SEE SPECS) :% n 5. VAPOR BARRIER SHALL BE A MINIMUM OF 6 MIL LEGEND POI 1=1 F1 I 1=1 =1 I 1=1 I I- LYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 6 & =i P i i--W ED INCHES. BLDGS #5 #6 6. STRUCTURAL ANCHORS SHALL BE CONCRETE SCREWS SLAB THICKNESSI � I - . If FOOTING TO BE PROVIDED BY TRACHTE BUILDING SYSTEMS. FOOTING HE INSTALLATION INSTRUCTIONS ARE SPECIFIED IN NOTE 01 ON THE ERECTION DETAIL PAGES. IS GHT(SEE SPECS) u HEIGHT I %_11 1=1 117:7:11 1=1 I (SEE SPECS) SLAB , 7. NON—STRUCTURAL ANCHORS SHALL BE EITHER POWDER ACTUATED ANCHORS OR TAFICON SCREW CONCRETE SCREW 3' 3 ANCHORS. THESE ANCHORS ARE NOT SUPPLIED BY CLEARIII CLEAR TRACHTE BUILDING SYSTEMS. INSTRUCTIONS FOR LOCATING (INTERIOR) IEEI 1 14 NON—STRUCTURAL ANCHORS ARE SPECIFIED IN NOTE 02 #4 REINFORCING BAR #4 REINFORCING BAR ON THE ERECTION DETAIL PAGES. NON—STRUCTURAL CONTINUOUS CONTINUOUS ANCHORS SHALL BE INSTALLED PER MANUFACTURERS 3/8 x 2 1 /2 SPECIFICATIONS. 8. FREE DRAINING GRANULAR FILL SHALL BE A NON CONCRETE SCREW FOOTING FOOTING WIDTH WIDTH 0 88 FROST SUSCEPTIBLE FILL MATERIAL CONSISTING OF (EXTERIOR) (SEE SPECS) (SEE SPECS) E- COURSE SAND, CRUSHED ROCK, OR AN APPROVED In EQUIVALENT. 3/8 it x 2 1 /2" r4 C4 F-4 >. 0 FROST WALL DETAIL, NOTCHED 1 A FROST WALL DETAIL, z zz z 0 FROST WALL NO NOTCH in 0 0 z 0 pq 0 FOUNDATION DESIGN NOTES: 11-4 P_r Cz P4 0 E-4 1. FOUNDATION PLAN SHOWN IS DESIGNED FOR A S P (CONCRETE SCREW C\2 0 0 -:4 PRESUMED 1,500 PSF ALLOWABLE BEARING PRESSURE. z ► f=:1 Q -4 z Q E 2. PLEASE NOTIFY ENGINEER OF ANY UNUSUAL FROST DEPTH "-4 (FOUNDATION EDGE CONDITIONS. !� CIS C:) GENERAL 3 0 pc�l -FOUNDATION E19JE& �4 �J 741 1. NOTCH SHALL BE LEVEL WITH NO PITCH. rid 2. FOUNDATION MUST BE SQUARE AND LEVEL. FOOTING HEIGHTine 3. PROVIDE CONTROL JOINTS AT 15'-0" ON CENTER D 21- Dote MAXIMUM SPACING. ALL CONTROL JOINTS SHOULD BE DIMENSION VARIES REF. LOCATED AT LEAST I FOOT OFF OF THE TRACHTE 8 rid 3/3/22 "MIN BUILDING SYSTEMS COLUMN GRID SHOWN ON THE 2j . ineid UN. INTERIOR COLUMN Drawn by FOUNDATION P WALL WIDTH DIMENSION VARIES —Yrine -11) 5"MIN. (BASEPLATE) JMN NOTE 8 Scale TRACHTE BUILDING SYSTEMS, INC. IS ONLY DIMENSION VARIES it = 10—off RESPONSIBLE FOR THE DESIGN OF THE FOUNDATION CCONCRETE SCREW (CONCRETE SCREW (CONCRETE SCREW2" REF. 1/8 1 2j'MIN. DIMENSION Plan No. TO ACCEPT OUR BUILDINGS. THE DESIGN IS BASED FOOTING WIDTH VARIES ON THE PARAMETERS SPECIFIED IN THE NOTES, AND THE LOADS IMPOSED BY OUR BUILDING 1 — 4 > 2j'MIN. SEE FLOOR PLAN TO LOCATE CONCRETE SCREW ANCHOR TO BE ERECTOR P52167 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 L CFOUNDATION EDGE) 0 & ORIENTATE BASEPLATE & ANY UNUSUAL SITE CONDITIONS OR OF ANY D SCREWS. MINIMUM EMBEDMENT DEPTH 246259 & 246260 INTERIOR COLUMNS MATERIALS NOT SUPPLIED BY TRACHTE, THAT WILL (CONCRETE SCREW LENGTH) + Sheet No. — IMPOSE LOADS ON THE FOUNDATION SYSTEM. ACTUAL CONSTRUCTION OF THE FOUNDATION, INCLUDING LABOR AND MATERIALS FOR PLACING OF C CONCRETE SCREW LOCATION CONCRETE SCREW REINFORCING STEEL AND CONCRETE IS BY OTHERS ACONCRETE SCREW LOCATION , B CONCRETE SCREW LOCATION , D 7 TRACHTE BUILDING SYSTEMS. AND THEREFORE, NOT THE RESPONSIBILITY OF CORNER EXTERIOR INTERIOR BASEPLATE SECTION , FOUNDAT11ON EDGE BLO 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS 34 PURLIN ORIENTATION 100 7". 9", 11" 12" PURLINS: REVISIONey BART # INDEX 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. Date 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 8212.15. 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 plate 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 AT THE 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. DBL. iamb clip STEP 3. LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES). ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED 5050047212 12 a. urlin clipSELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW " MAXIMUM TORQUE. TimTMix OR TutPAcr.mAx RESPECTIVELY FOR THE SELECTED ANCHOR ANCHORING AS SPECIFIED. 5950000718 18 a. PT. support, iamb 11 —4 DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE 59 WINDLOCK DOORS 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 STEP 4. #5050024016. DOUBLE DOOR JAMBS SHOULD BE ASSEMBLED WITH THE 5987001118 18 a. PT. rake angle, 21' long 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 CUP. 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 12 a. interior column 3.63" x 2" 10' EV 3 2 27 8 1 27 28 3 l 5050047212 1 / 5050047212 5050047212L9 1 1 / 5987001118 DOOR DOOR - SIDEWALL 0 SIDEWALL A 1 A. X2.03.1 f s :'M:47:1 - 06� i CORRIDOR � �SS�C ' LOCATION EL3 Ci995436312 r- 5992031112 5992030912 5992030712 5992030512 5995436412 5995436312 5995436412 5992030512 5992030712 5992030912 u C N 5050022218 00004 r L�LI3597 o y H r 6 ,( \ a U) k .0 O O O U �, CL O Q 4 26 26 Z o ° � � (0 a �a�i c o ° C1.0 C1.0 5050020012 C1.0 C1.0 C1.0 a , o N o � o 5050020112 I 1 1 5050020112 1 W 01 5050020012 / \ m a, v`, to o c rLA rLd P-1 P-71 1. .. » �. . .. . .. . .. . .. . ., 5 —0 5 —0 5 —0 50-09s 5 —0 5 —0 5—0 5 —0 5—0 5—0 5'-0" 5'-0" �, Q I— PEE 60'-0" DPARTITION INTERIOR WALL FRAMING ELEVATION, 1/4" PITCH 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. \ CORRECT PURLIN ORIENTATION. NOTE: POWDER ACTUATED NOTE: FASTEN RAKE NOTE: POWDER ACTUATED FASTENERS OPTIONAL ZAMAC kitine ructural ( ANGLE TO JAMB SUPPORT FASTENERS (OPTIONAL ZAMAC HAMMER SCREW ANCHOR tructural NOTE: FASTEN RAKE ANGLE TO COLUMN. ) ine WITH (2) 760600 HAMMER SCREW ANCHOR) tructural SUPPLIED BY OTHERS, ARE .'I SUPPLIED BY OTHERS, ARE ine tructural AND PURLIN WITH (2) 760600 EA. LEG REQUIRED AT ALL BASE PLATES o FIELD CUT `►� ine tJCa m JAMB CLIP REQUIRED AT ALL BASE PLATES RAKE WITH SINGLE CONCRETE SCREWS. tt,c AS NEEDED WITH SINGLE WEDGE BOLTS. aww:�u. ANGLE INSTALL RAKE ANGLE 7" UNDER PURLINSCOLUMN ° RAKE 5050047212 ° o AFTER VAPOR BARRIER ANGLE HAS BEEN INSTALLED. 760110INSTALL 7' UNDER COLUMN 760110 ° ° 760300 BASE PLATE PURLINS AFTER VAPOR ° INTERIOR BARRIER HAS BEEN SUPPORT, SW 760300 760110 COLUMN 2 PLCS INSTALLED. FIELD CUT JAMB 760300 2 PLCS ° AS NEEDED BASE PLATE NOTE. ( ) BOLTS \ , tructural � 0 PURLIN HAS 3HOLE CO BASE PLAIF ine 0 tura)ine ( ) TE S �' PURLIN JAMB\ ° o A 100i 111"iue tura) 760110ONCRETE SCREW760300 2 PLCS O SUPPORT, SW J \c,� CONCRETE SCREW / \ WEDGE BOLT ine tV�O r" � 2 Ol i l tructural 02 01 ' Z tructural 760110 ine 760110 ne tural ine JAMB CLIP BASE PLATE tine ural tructural A a 760300 760300 ine ine ine tructural 4 PLCS 1 INTERIOR COLUMN, PURLIN , INTERIOR COLUMN/BASE PLATE JAMB/SUPPORT/RAKE ANGLE JAMB/SUPPORT/BASE PLATE INTERIOR COLUMN/BASE PLATE INTERIOR COLUMN/PURLIN CLIP z RAKE ANG27 LE CONNECTION 2 CONNECTION 3 CONNECTION 4 CONNECTION 26 CONNECTION CONNECTION DETAIL N � 0 tineructural NN Z W >.4 w Z PURLINO ructural 100 0 P4 N ine �j C\2 O O O NOTE: (3) BOLTS IF a U2 p U Q' PURLIN HAS (3) HOLES ° a Ry M �:) Z 760110 �G 760300 � o i Dote 3/3/22 Drawn by all JMN Scale 1/2" = 1'-0" Plan No. P52167 Order No. 246259 & 246260 28 INTERIOR COLUMN/PURLIN Sheet No. CONNECTION DETAIL Cleo 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS 100 7". 9". 11" & 12" PURLINS: STEP 1. 7" (AS SHOWN) and 9" PURLINS HAVE TWO—BOLT CONNECTIONS ON EACH END. 08 FIELD CUTTING REVISION 7D"yt 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. Sl R. 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. c ip filler clip, in MAXIMUM TORQUE, TiNsTmAx OR Tlmp=mAx RESPECTIVELY FOR THE SELECTED ANCHOR ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE 5911000214 14 a. E)(T. 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. jamb RH 11'-4" IWHT STEP 4. 5974000863 18 a. S1FR. 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. E>(T. girt, 4'-11 1/4" long 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 02 POWDER ACTUATED ANCHORS (@Y OTHERS) FOR THE TOP TEC—SCREW CONNECTION. 5991030316 16 a. EV column 3.63" x 1.5" 10'-0 EV POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED 5991030516 16 a. EV column 3.63" x 1.5" 15'-0 EV ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS 5991030716 16 a. E 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. EVV column 3.63" x 1.5" 25'-0 EV ANCHORING AS SPECIFIED, 5991031116 16 a. E column 3.63" x 1.5" 30'-0 EV 5994000418 18 a. B 3 column 3.63" x 1.5" 11-4EV 5996000016 16 a. R.O. COL. 3.63 x 10'-0" Ion 4 1 4 02.0 $ 5987001118 2' C2• i -n i1 / — ----------------- -------------- 5050020412 5987001118 5985000218 � 7t 5050022316 5991031116 't CSL 1"0 4, 5974000763 5991030916 �� �? * A 41:�y A, �`•�1 7 5050020412 2• 5050022316 Howair "f 14 —— 5050022718 5974000863 ., !t 1 X2.03. A171 / Nx DOOR 5994000418 � � 5991030116 I C _ 5994000418 � SIDEWALL n 1 MUOPENINGGH DOOR S & LOCATIONS — s Q) ASED ON DOOR I I SIDEWALL _ 10-s o OR WINDOW 5 SPECIFICATIONS i 2 5 ; 3 0191030116 5991030316 5991030516 5991030716 N 5991030916 5991030716 5991030516 5991030316 1 2. F_ °' 6 .Q \ 2. C2. to w � ; .� o E / 5985000218 I I ` 4 a L. Zo U (D CL Q) Q Q o Q) Z co_ I 5996000016 �� �/ I E3 Is3 6 3 `� m � � � � o 2.0 • —�� �!� 5911000214 $ C2. , _ \ 2 a? ° o F- a E o �ro � — 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" -- 5'—O" 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. y NOTE: LEFT SIDE SHOWN, RIGHT SIDE MIRROR THIS DETAIL. NOTE: LEFT SIDE SHOWN, RIGHT SIDE MIRROR THIS DETAIL. oo tructural SIDEWALL 760600 21 SUPPORT, BEW l ine VIEW SIDEWALL tructural 00 tructural VIEW ine ENDWALL L ine STARTER JAMB PURLIN 21 SUPPORT, BEW 760110 tructural RAKE � � SILL PLATE SEALER NOTE: SEE ROOF ANGLE GIRT �, 760300 ine o COLUMN FRAMING PAGE FOR '"i 1 � ~ lEAVESPAN CORRECT PURLIN �' ® AT APPROX a o ORIENTATIO ' 2' CENTERS 760110 ' s 9 760300COLUMNS COLUMNS NOTE: BEND TAB---------- a o a 760300 760110 AROUND CORNER AFTER ° a a 760110 e NOTE: THIS DETAIL SHOWS / INSTALLATION ����� re 760300 THE HOLES TO USE WHEN 760300 '� ° JAMB CLIP COLUMNS ARE ON A 760110 760600 JAMB CLIP NOTCHED FOUNDATION. 2 TRACK `� o GIRT oA 760110 / 760600 760300 �, ® WRENCH HOLES COLUMN � ENDWALL STARTER JAMB 760110 760300 VIEW RAKE RAKE GIRT NOTE: ONLY ONE BOLT ANGLELO ANGLE REQUIRED AT EACH GIRT FIELD CUT ENDWALL LOCATION TO BOLT COLUMN 21 SUPPORT, BEW \ VIEW COLUMNS TOGETHER. CONCRETE SCREW 01 z ENDWALL J�inue' tural Wtructural VIEW MEWWALL tructural ENDWALL RAKE ANGLE U 9 ine ine VIEW ENDWALL COLUMN PURLIN + COLUMNS TO TRACK 1 2 COLUMNS TO GIRT CONNECTION 3 4 STARTER JAMB TOP CONNECTION 5 GIRT TO STARTER JAMB EW PURLIN NOTE: BOLT HERE ON RAKE ANGLE CONNECTION CON N ECTI ON AT CORNER CONNECTIONm SIIMIRROR THIS FOUNDATION WITH . NOTE: LEFT SIDE SHOWN RIGHT DE mt„7 DETAIL. RAKE ANGLE NOTCH, AS SHOWNG4 > 760100 z z SIDEWALL tructural 760300 v) ® � W W VIEW I ine COLUMNS ® C� GIRT xCN2 00 � STARTER JAMB e © ,x EW COLUMNS 760600 760100 rte-+ O COLUMN H Ez O) U w 760300 GIRT FIELD LOCATE R.O. COLUMN ° DOOR—JAMB Dote JAMB CLIP HEADER GIRT 3/3/22 (NO NOTCH) Drawn b y as , 76011 o a °� 0 BASE PLATE 5050022718 � COLUMN JMN 760300 760110 760300 EW COLUMNS TRACK Scale 1/2„ = 1,_0„ CONCRETE SCREW 02 TRACK TRACK 01 02 FIELD CUT °r 01 CONCRETE SCREW j J AP52167 76060 SILL PLATE SEALER Plan No. o Order No. ENDWALL t^�c ,r' VI E W The ural R.O. COLUM eet No. SILL PLATE SEALER � sn 246259 & 246260 6 TRACK TO STARTER JAMB WITHGIRT CONNECTION ROUGH OPENING COLUMN @ BLANK ENDWALL SECTION 7 8 NOTCHED ENDWALL TRACK CONNECTION B C2 * 0 "" REVISION BY 03 STRAP CROSS BRACING 34 PURIM ORIENTATION Date FASTEN STRAP WITH (4) #12 X W 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 PAR f# INDEX PLUMBED. ALL STRAPS ARE TO BE INSTALLED SO THEY ARE STRAIGHT do TIGHT (UNDER BF THE EGPURLIN 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 SAVE SPAN CHANNEL 4� HAT CHANNEL & RAFTER DETAILS WHEN INSTALLING THE EAYE SPAN CHANNELS START WITH A 5' CHANNEL FOLLOWED THE HAT CHANNEL AND RAFTER SYSTEM IS A STANDARD IN ANY ODD 5050022016 16 a. bridging urlin clipWED WITH 10' AND END WITH A 5' SAVE SPAN CHANNEL. CHANNELS WILL OVERLAP W EACH WIDTH 1/4:12 BUILDING WHERE THE CORRIDOR RUNS DOWN THE CENTER 5900037116 16 a. SW spa channel 5'-0" Ion 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 do END 5979000118 18 a. purlin bridging, 4'-9 1/4" long WITH. INSTALL BOLTS TO SPAN CHANNELS THROUGH TOP TRACKS OR HEADERS 0 2'-0" 5987001118 18 a. PT. rake; an le 21' long OC. FIELD CUT EXCESS AT END OF RUN. 6060000516 16 a. typical Burlin 9" x 3" x 12'-0" 6060003412 12 a. typical purlin, 9" x 3" x 14'-0" 6060020614 14 a. t ical purlin, 9" x 3" x 16'-0" 6060032512 12 o. typical Burlin 9" x 3" x 13'-4" 6060048014 14 a. typical )urlin 9" x 3" x 15'-4" 6061000516 16 a. starter rurlin 9" x 3" x 11'-8" 6061000516 16 a. starter purlin 9" x 3" x 12'-0" 6061032512 12 o. starter ourlin 9" x 3" x 13'-4" 6061048014 14 a. starter ourlin 9" x 3" x 15'-4" 6062000512 112ga. endwall purlin, 9" x 3" x 12'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 5900037116 07 5900037216 5900037216 07 5900037116 ��Q � }}o;�iF , Q,p` A I I 1 u I F1 I I 1 I I I I 'n \ , II I I II II I I II II I I II II I I II \ , � '� •;:= �"� 6060003412 11 1 1 I I 6060003412 11 1 I I I . �)How r u I B II I f II II I I II II I I II 6060020614 \ / P n n ' tS' �.A,7:1 60 000516 095 6060000516 II 6062 48014 11 1 1 6060003412 6060000516 6062032512 1 1 6060000516 6062032512 1 1 6060000516 6062032512 I I II II II 6060000516 6 0000516 A�dJS�' b / \ II II I I I 1 1 II II II Li C ` n n n c If = a I \ 5987001118 / \ I1 11 II I I I I I I 11 II I i /' \\ 5987001118 ,� \ II II II it ii 6060003412 i1 6060003412 ij I1 606 20614 11 / 60620005 6062000512 \ 6061000516 �i 60601748014 ii 11 6060003412 6061000516 6060032512 11 6061000516 6060032512 11 6061000516 6060032512 II li I1 ii 6061000516 ,' \ Li u u u i yi y � y � n n �� \)" U rn � o \ / II II II I I I I 11 1 1 II II II Q)Ll Ll Li n n J L J i J L J L n n \ / " c II II II I I I I II II II 60 000512 6061000516 11 6060 48014 11 II 6060003412 6061000516 6060032512 11 6060003412 6061000516 6060032512 ll 6060003412 6061000516 6060032512 II 11 606 20614 11 6061000516 60 000512 ° C ° 4 11 11 II II II II II II II II / \ 6 F " \ " C� 4 � a� � J L n n n o -N 0. b, o d- v O \ II II 1 1 I I II II I Li Li , \ G 1 � n n n � k ah lh Ih n n n m � � o co 5987001118 `\ / II II I I I II II II \ / 5987001118 LL! C i 1 c I I I I \ 3 CO co et \ 6062000512 6061000516 11 6060 48014 11 11 6060003412 6061000516 6060032512 11 6060003412 6061000516 6060032512 II 6060003412 6061000516 6060032512 11 11 606 20614 11 6061000516 \ 6062000512 ~ o a'`i o L0 \ II II II II \ 2 � a� •_ � o •-- \ U 4__ H " II II I1 II n \ / Q U O 0. \/ II II II I I I I I I I I II II II \/ Li Li /\ II II II I I I I I I I I II II II /\ n I I I I I I I I I I I I 3• n " 1 I' 1 I' 1 I' i f n n n I ' 6060003412 n 6061000516 6060032512 1I 1II 060003412 6061000516 6060032512 a Il, 6060003412 6061000516 6060032512 a1I 1II, 1II I 606 I I 20614II 6061000516 606200050005 6061000516 111n \\ F1 F1 \\ // ii ii ii 1 I i i i i 1 l ii ii ii 3• \\ // 3n n n 5987001118 \ / I I I I 11 I I I I I I I I \ 5987001118 6 000516 6060000516 6062 48014 11 11 6060003412 6060000516 6062032512 jj 6060003412 6060000516 6062032512 11 6060003412 6060000516 6062032512 j606 20614 11 6060000516 60 000516 4-7-8-02-40-0-0)-\" 11 1I II II / \ 478024000 ' I f n _ _ _ n 1 f " V /' \\ s I I I I I I II I h I I I I I I I I I I I I I /// \\\ 11 03 / \\ C3 II I I II II I I II II I I II II I I II , \ u 1 u Ll 11 u u 1 u uC3. M - / 5900037116 07 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" to ROOF FRAMING PLAN BUILDING ##5 & 6 LO z W A NOTE: FIELD SCREW CLIP TO NIOTE: OPPOSITE SIDE MIRRORS THIS DETAIL NOTE: ACTUAL LAYOUT MAY MIRROR THIS DETAIL. 0 BLANK SIDEWALL COLUMN 3 760600 v)5979000118 STARTER JAMB 0 NOTE: TYPICAL INTERIOR CONNECTION SHOWN, ENDWALL CONNECTION I Z �' a DOOR JAMB 760300 MIRRORS THIS DETAIL STRAP BRACING I 1 O �—+,, Z e 760110 o DOOR JAMB 1 I ® PURLIN CORRECT PURLIN ORIENOTE: SEE ROOF TATION.NG FOR TO LENNGTH i I In O 0 W ~ o j1 0 W 760600 t ne tural �4 � 0 I 0 0 �4 \ 1 ROOF STRAP Z 5050022016 5050022016 0 RELD CUT ® o H H ® U 0 C� ctural �® Q I I TO LENGTH O Z 0 ine 5050022016 ~\ BASE PLATEBLE R ::- '� DOUBLE JAMB 6 �® ` 1 1 1 0 BASE PLATE �\ 8 STRAP BRACING PURLIN o r m SW COLUMN 1 1 Date PART. SUPPORT 760600 TOEL C 3/3/22 LENGTH Drawn by 7sosoo JMN 5979000118 PART. SUPPORT ctural ine Scale f'oc 1/8» _ 1�_On tructural '4e �v�o� RAKE ANGLE 5979000118 PURLIN tructural COLUMN ine ine COLUMN Plan No. 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 CORNER CONNECTION DETAIL Sheet No. C3e0 01 Gypsum Association WP 2921 - 3 Hr. Fire Resistant Construction 0� FIRE RESISTIVE CAULKING INSULATION FLAME AND SMOKE RATING 45 TRIM ORIENTATION REVISION ey Date "\ 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 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 FART # INDEX side of steel studs not to exceed 24"o.c.with V Type S drywall screws(by others)12"o.c.. Joints staggered 24"on PDLDOOR ANCHORS 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS opposite sites. Second layer 1/2"proprietary type X gypsum wallboard or gypsum veneer base applied parallel to each 0 TOMEET OR EXCEED THESE REQUIREMENTS. 47 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. purlin span CII proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 2 1/4"Type S <1¢ SAVING DOOR 5985004120 20 a. FW. stud bridging, 5-0" long drywall screws 12"o.c.and 1 1/2"Type G drywall screws midway between studs 1 1/2"above and below horizontal joints. 12STUDWALL & 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 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 40 BUILDING LAYOUT62 PURLIN SPAN CLIPS 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 POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED 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 USED TO FRAME A DOOR OPENING. 3 & 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 UP TO THE ROOF LINE. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & CONCRETE SCREW SIDE. ANCHORING AS SPECIFIED. DRYWALL MUST RUN THE ENTIRE WIDTH OF BUILDING AND TERMINATE AT THE EXTERIOR A—PANEL OR JAMB. DRYWALL MUST RUN THE ENTIRE HEIGHT 0� 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 & 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 8' REF. NOTE: FIELD CUT GIRTS TO LENGTH COLUMN TO 5050004014 2 NOTE: TYPICAL CONNECTIONS AT OPPOSITE END MIRROR TO ALLOW GAP FOR GYPSUM. COLUMN THIS WTAIt_ FW STUD ROOF SHEETING tructural ine PARTITION PANEL 01 44 FW STUD 1/2" GYPSUM FW TRACK 77, INSULATION 47 PURLIN TRACK7N&*a. STUD BRIDGING � � o BASE PLATE FW STUD PURLIN TRACK INSULATION TRACK INT COLUMN FW TRACK 02 FW STUD ° ® CD ° INT. COLUMN 760600 710969 tructuroi 01 ® * A � 4 ne 1 2" GYPSUM 760600 RO COLUMN 6 STUD 2b�2.03.2 t/ PARTITION STUD { SCOLUMN GAP FOR GYPSUM 08 BREAKAWAY � e � I Q�� '�'7'1�`�`'81'"' PANEL `�C4'Q 760600 TUD BRIDGIN CUP (COLUMN 775600 `�e� Q� S� �V tructuroi 5985004120 ine 01 r. 1 5/e•, i 1/4• 760612 TUD BRIDGIN . . 760600 DRYWALL SCREW SW COLUMN 5985004120 BASE PLATE STUD STUD BREAKAWAY CLIP PANEL BASE TRACK 1., STUD 1 5/8•, 2 1/4' 760600 PARTITION —PANEL 20 INSULATION o o DRYWALL SCREW ` v c 760600 .� TRACK Ol 01 TRACK �� c c Q) .! i' • 1%1 5/1•.21/4" ° i" O BASE TRACK DRYWALL SCREW o �' 3 0 PARTITION ANGLE . 1 2 GYPSUM tructural tructural BASE PLATE TRACK � � tN�,a 20 INSULATION w � ci `= 20 ine ine /� tructural tructural � , lk QZU INSULATION ne ine 0 o .� o TYPICAL TRACK 8c STUD DOOR (n o �� o u 03 3 HR FIREWALL SECTION 2 INTERIOR FIREWALL 3 SECTION OF 4 TYPICAL TRACK AND STUD 5 3 HR FIREWALL SECTION OR WINDOW FRAMING z a a Q) Q 0 0 BLANK SIDEWALL @ BLANK SIDEWALL INTERIOR FIREWALL CONNECTION DETAIL 6 CONNECTIONS ZZ c o o, ° (N �' .a I c . tructural tr V: Z,, CONTROLLED SIDE I ine Ir— (VAPORBARRIER) = o a� Q Lo o SEC. COLUMN Q o a INT COLUMN INSULATION 20 FW STUD TRANSVERSE WALL 710969 760600 PARTITION PANEL PART. CHANNEL 20 INSULATION LONGITUDINAL WALL 9 3 HR FIREWALL SECTION DETAIL A c� � z o w z � � Z a 0 po 4' x zo 1Qx 0 0 a Z M E-4 N � � -714 U Z o m Date 3/3/22 NOTE: Drawn by JMN Scale ALL 3 HOUR FIREWALLS ARE INSULATED. 2'- 0" WIDE Plan No. l 2 is = 1 —0 91 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 2� INSULATION FLAME AND SMOKE RATING 45 TRIM ORIENTATION REVISION Gypsum Association WP 2921 - 3 Hr. Fire Resistant Construction 0� ey 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 Dote 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 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS O PART # INDEX opposite sites. Second layer 1/2"proprietary e X sum wallboard or sum veneer base applied parallel to each 47 ROOF INSULATION pp y p p ry pp p FASTEN FROM BACK SIDE THROUGH ROUGH OPENING COLUMN TO 1*� "Z" TO MEET OR EXCEED THESE REQUIREMENTS. INSULATION PART# DESCRIPTION side fastened with 1 5/8"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 o. 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 S14ING DOOR12 5911025118 18 a. EXT. wall base track 3.88" x 21'-0" Ion drywall screws X12"o.c.and 11/2"Type G drywall screws midway between studs 1 1/2"above and below horizontal joints. STUDW1rALL & 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 Insulation 4" x 2'-0" x 50'-0" long 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 INCHES40 BUILDING LAYOUT 62 PURUN SPAN CUPS 02 / 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 POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED 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 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. ANCHORING AS SPECIFIED, DRYWALL MUST RUN THE ENTIRE WIDTH OF BUILDING AND TERMINATE AT THE EXTERIOR A—PANEL OR JAMB. DRYWALL MUST RUN THE ENTIRE HEIGHT Qg FROM THE FLOOR TO THE ROOF SHEETING. 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 F NE';.+ 12 252014400 I CO I I 262014400 12 Pyr A 49 11 � 7810042050 Howarrtl 20 i I `p 092:A7:1y , ' w C4.0 i I C4.0 ( GYPSUM BOARD i I GYPSUM 80ARD I I I I I I I I I I I BLANK _ I I GYPSUM BOARD BLANK GYPSUM BOARD I j I " o 5 I SIDEWALL i I I i I SIDEWALL a 3 ° C4.0 I w � CID F- c (3 .6co \ - 2 I I I I 2 }- 0 0 o u I I I I � a � � � a a c 5911025118 I I Z o o 5911025118 i _J UJ �2 _—Off2'-6» 2,_012'_O12' o» 2,_O11 2'_O» 2'-011 2,_011 2'_O„ 21_011 2'_011 2'—o1$ 2'-01 21_01 21—o1$ 2'—o1 21_o11 I— O N 'Q Lr) p Q O d Q CA)INTERIOR 3 HOUR FIREWALL ELEVATION OTHER BUILDING WIDTHS SIMILAR (WILL VARY) r I0/ O H E—+ FIELD CUT STUDS PITCH 24" INTERVALS w 1/4:12 + 1/211 MEASURE TO DETERMINE FIRST STUD LENGTH w FW STUD (1/4:12 PITCH) H0 M a LOC. STUD HEIGHT 9 '.' o Z 0'-30' /EV 12'-0" Z Z w 30'-80'/EV 13'-0" 0 0 W z � 00 HU .a 0 E- NN U �D "" W a � NOTE: Date 3/3/22 ALL 3 HOUR FIREWALLS ARE Drawn by JMN INSULATED. 2'- 0" WIDE Saole INSULATION IS PROVIDED TO FIT 1/2" = 1'-0" 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- C4 . 1 REVS/ON 7D-yt o� POWDER ACTUATED ANCHORS (BY OTHERS <19> PARTITION SUPPORT AT BLANK WALL pl INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. STEP 1. ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS 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 REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY BLANK NEED TO BE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & CONCRETE SCREW SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY N REQUIREMENTS OF ANSI STANDARD 8212.15. ANCHORING AS SPECIFIED. FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A STEP 2. ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR VACUUM. PLAN FOR PARTITION CHANNEL PART NUMBERS. STEP 3. 07 SAVE SPAN CHANNEL WHEN INSTALLING THE SAVE SPAN CHANNELS START WITH A 5 �p ' PARTITION SUPPORT AT DOOR SIDEWALL SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE CHANNEL FOLLOWED 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 iNsr MAX IMPACT,MAX ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE END. SPAN CHANNELS SHOULD START AND END AT THE MIDPOINT OF A BAY WHENEVER P 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 /N'S TO START do END 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 760300 t ru c t u ra I tri r u c t u ra I tructural tructural 760110 \ tructural •ne ne I ine ne STARTER JAMB SIDEWALL ° VIEW I � 760300 I � ine EAVE SPAN � 0 760110 SW COLUMN s o o a STARTER JAMB 000CHANNEL o 0 760300 BASE PLATE o JAMB CLIP 760110 COLUMN SUPPORT, SW O o JAMB CLIP 95 STARTER JAMB DOOR JAMB14 D Q GIRT O JAMB CLIP SUPPORT. SW HEADER Co SW COLUMN r e BASE PLATE 60300 NOTE: TEK SCREW IF 'k 760110 ° o BOLT HOLES ARE NO 0 60110 AN OPTION I a`Howarir 760300 760110 760300 DOOR JAMB 760600 0 SUPPORT, SW2.03. 4� i I ::.. 00 CONCRETE SCREW CONCRETE SCREW O1 \� NOTE: HEADERS ARE ,tom O9tJ+'� 02 TRACK JAMB CLIP ® ABOVE TO BE OP OF THE ��sS�o Ol 02 BASE PLATE 760300 � - 01 CONCRETE SCREW 760110 INSTALLED. CORNER DOUBLE JAMBS EN �t ucturaI ENDWALL ti"uq JAMBS SHOULD41 JAMBS AND STARTER UP ine true VIEW h( ural DOOR JAMB FLUSH WITH TOP OF ine t SILL PLATE SEALER HEADERS.. c STARTER JAMB TOP 1 2 GIRT TO STARTER JAMB 6 TRACK TO STARTER JAMB WITH 0 BOTTOM OF DOOR JAMB 1 DOOR JAMB CLIP DETAIL 12 TOP OF DOOR JAMB CONNECTION CONNECTION NOTCHED ENDWALL CONNECTION DETAIL CONNECTION DETAIL � w 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 F- c :� cpb .tructural 760300 'ru LOCATION OF CENTER SUPPORT L 3 tructural MANUFACTURERS RECOMMENDATION FOR to ° ° co v a� SW COLUMNS °e tructural C ` ° b 760110 tructural CD cl o ne ine Z 760600SW COLUMNS ° C)- SW COLUMNS �, ® ® c" o N ) EAVE SPAN SUPPORT, BW ® m ° -6 w o 7 CHANNEL raj ° •- SUPPORT, BW 19 19 3 x Co C9 a JAMB CLIP 760300 = a? ° e o 0 760110 Q as ob a 0 JAMB CLIP O r c 760300 760110 BASE PLATE B 6, 9 0 a GIRT < TRACK o HEADER ae CONCRETE SCREW HEADER Q STARTER JAMB 01 CONCRETE SCRE ® 01 2 EAVE TRACK tructural lne tructural DOORJAMB CENTER SUPPORT 760600 RAKE ANGLE 7 ine JAMB CLIP . e STARTER JAMB SILL PLATE SEALER 760600 (3) EACH END 760600 (4) EACH END SW COLUMNS tnet°'al HEADER SUPPORT HEADER SUPPORT SUPPORT, BW 19 HEADER / \ TOP OF JAMB/A—PANEL JAMB/A—PANEL CONNECTION BOTTOM OF JAMB/A—PANEL SECTIONAL DOOR SUPPORT SECTIONAL DOOR SUPPORT 13 CONNECTION DETAIL 14 DETAIL Q GIRT 15 CONNECTION DETAIL 78 DETAIL 79 DETAIL 13 5910008114 1•� 5910029014 5050020112 (5050020E)—\% 050020112 5050039216 5050037116 �i_ 5050039216ca 5050037116 PART # INDEX PART# DESCRIPTION „ , „ 5985000418 102702 sill late sealer, 3.5 X 25'-0" roll 5958006063 5958006063 W Z 5050020112 12 o. DBL. jamb base plate 5050020412 12 a. STIR. jamb base plate 5050022218 18 o. DBL. iamb clipp P4 5050037116 16 a. center support, 1-3 x 0-11.5 5994000418 E� 5994000418 5994000418 � � C5 5050039216 16 a. support header, 10'-8" 5974000763 ,.._, O Z 5910008114 14 a. eave top track 3.88" 4'-0" long P4 >- 5910029014 5910029014 14 a. eave top track 3.88" 1'-4" Ion Z Z 5974000863 ~ 5911000314 14 a. EXT. wall base track 3.88" x 1'-4" Ion 5050022218 5994000418 5050022218 ® O W W 5911003714 14 a. to base track 3.88" x 4'-0" Ion 14 0 0 W � a 5950000718 18 a. PT. support, jamb 11'-4" 5970000463 1 O 5970000463 Z � o 5958006063 18 a. SW EW header, 1'-10" 10'-8" IWHT x 5970000463 18 a. DBL. jamb 11'-4" IWHT O 5950000718 / 0 5950000718 E-t o F " a U A 5974000763 18 a. STIR. jamb RH ll'-4", IWHT 1 5974000863 18 a. STIR. jamb LH 11'-4" IWHT / U In 5985006018 5985000418 18 a. EXT. in 1'-4" Ion 10'—8" F.0. — 10�—8�� F.O. o 5985006018 118qa. EXT. girt, 4'-0" long 15 Date 5994000418 18 o. BSW column 3.63" x 1.5" 11— EV 10N 5911003714 3/3/22 5050020112 / � 102702 5050020412 5050020112 Drawn by 5050020412 i JMN — Scale 1/2» _ 1�_O» 5911000314 Plan No. 12'-0" 102702 1'-4" 8" 4'—O" 12'-0" P52167 13'-4" 16'-0" order No. 246259 & 246260 Sheet No. A SIDEWALL ELEVATION (INTERIOR VIEW) EleO 0� POWDER ACTUATED ANCHORS (BY OTHERS 19 PARTITION SUPPORT AT BLANK WALL REVISION Dote OlINSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN STEP 1. ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. 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 REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY N BLANK P��RT# INDEX SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NREQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW NEED TO BE PART# DESCRIPTION REQUIREMENTS OF ANSI STANDARD B212.15. ANCHORING AS SPECIFIED. FIELD CUT TO THE PROPER HEIGHT. INSULATED SISHOWN. WILL USE A STEP 2. ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE 102702 sill late seailer 3.5" x 25'-0" roll REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR 5050020112 12 a. DBL. jamb base late VACUUM. PLAN FOR PARTITION CHANNEL PART NUMBERS. 07 STEP 3. EAVE SPAN CHANNEL <* PARTITION SUPPORT AT DOOR SIDEWALL 5050020412 12 a. STR. jamb WHEN INSTALLING THE EAVE SPAN CHANNELS START WITH A 5 base late ' CHANNEL FOLLOWED SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE DOOR SIDEWALL PARTITION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB 5050022218 18 a. DBL. iamb clip MAXIMUM TORQUE, T,NSTMAX OR Timpxrfw►x RESPECTIVELY FOR THE SELECTED ANCHOR WITH 10' AND END WITH A 5' EAVE SPAN CHANNEL. CHANNELS WILL OVERLAP AT EACH ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS 5050022316 16 a. STR. iamb clip DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE END. SPAN 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. support header, 11'-0STEP 4. WITH. INSTALL BOLTS TO SPAN CHANNELS THROUGH TOP TRACKS OR HEADERS 0 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. support header, 10'-8" 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 5910001314 14 a. eave top track 3.88" x 3.13" x 2' long 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. SW EW header, 1'-10" 11'-0" IWHT 5958006063 18 a. SW EW header, 1'-10" 10'-8" IWHT 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" long 5994000418 118ga. BSW column 3.63" x 1.5" 11-4EV CO fl � D '1 4% r7011 7 How`}How rr l Lb 2.03. f1 78 cf't4`�, 095 :�7:1 � EL 1.0 12591000451 5050020112 1.0 1.0 5050020112 1• 5050020112 i_� 5050039216 5050037116 � 5050035416 - 5050037116 5050039216 5050037116 i'-�� 5050039216 5050037116 c rn C) � I 5994000418 3 5994000418 F- •`� 5958006063 w 6 5958005963 5958006063 5958006063 � o C •Z o 11 5994000418 Z oS, V 5994000418 v� J b 4 a 3 o �}- 5994000418 5974000763 5974000863 m o '� a i m o e o, _ - Enos Lv c 6 ` C5-05 D F— o � m o � >, I I 5994000418BLANK 5050022218 Q, 0 ENDWALL-' I I 5985014918 Q o o Q 5974000863 5970000463 I 5970000463 1 O 5970000463 i o L / \ 0 5950000718 I i 0 5950000718 \ 5950000718 2 I m j \\ .L.0 \ / 10'-8" F.0. 11'-0" F.0. 10'-8" F.O. 10'-8" F.0. I i 10 5985005018 i a� 5050020412 5050020112 / I 5050020112 5050020412 \I 5050020412 5050020112 3 06 STARTER BAY _ 5911011514 15 5911003014 12'-0" 12'-0" 12'-0" 3 _4102702 8 20-0" 12'-0" 1.0 » f » 102702 " Ir... I» » A SIDEWALL ELEVATION (INTERIOR VIEW) 15-4 14-o I i •--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------moi lie I i 13 I 5910029014 5910001314 5050035416 5050020112 1•� 5050020112 I � 5050037116 5050039216 5050037116 i-�\ 5050039216 5050037116 I I I I O U1 C5985000418)---, E'' Z I O 5958005963 5958006063 5958006063 �,•„i zP4 >- � I Z � pi 5994000418 5994000418 O PA a C) w 0(5-9 7-4 0-0 0-76-3 Q' 0 ��---- Z C\2 O O Tm. 5974000863 c " U) O x 5050022218 5994000418 5050022218 :� Z EE., � A 5970000463 14 1.0 5970000463 0 r-� U , CZOi 5950000718 \ 0 5950000718 ' � Date I aC. 3/3/22 \ / Drawn by 10'-8" F.0. - 10'-8" F.0. JMN 15 5985005018 Scale - 1.0 � 1/2» 1�-0» 5050020112 \ 5050020412 5050020112 Plan No. 5050020412 I I P52167 Order No. *>STARTER BAY 246259 & 246260 5911000314 5911003014 Sheet No. 102702 f M » , „ 102702 f 12'-0" 12-4" 8 20-0" 12'-0" 13'-4" 14'-0" E 1 • 1 "4\ REVISION ay Dofe 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 - 01 © ® ® ® ® ® ® © 0 (2) © © (2) (2) ® © O I in B in vi � Wi ui 9i vi � Iq q Iq r'j N N Mi N N ri N N Ni N N C a'o OTO � � OTO oTo � � aTo aTo � � oeo oTo � � � N N N N N N N N N in 04 D I .n 000 000 00 00 00 000 000 OC14 04 N0 IT T T T T T T T v v v I N N N N N N N N NN N N b in 137 (4) 143 4 182 4 166 (4) 143 4 158 4 0 ( 166 (4) 143 4 158 4 Q 166 4 143 4 158 4 @190 (4) 143 4 137 (4) G coo 137 (4) 143 4 182 (4) Q Q 166 (4) Q 143 4 ® 158 (4) Q Q 166 (4) ® 1=4 ® 158 (4) Q Q 166 (4) ® 143 4 ® 158 (4) Q T 190 4 143 4 ® 137 (4) I FIELD CUT LINER PANEL AROUND SWING in Q 137 (4) H 137 (4) DOORS, USE 388013400 TO TRIM PANEL 4F IU. in N N N N N N N N �� 00 00 00 00 00 00 00 00 T T T T T T T T I a`How ri in I_ b�2,01, 4 J i -,7.1.0= c f; ,o ` ss Ln Ln M IzI i 17 v M M M v v v r d s} 00 00 ch �t 00 00 � 00 00 it d 00 00 N N N T T N N T N N *- *- N I in o 03 01 ® © ® ® ® ® 0 ® ® © ® ® © ® ® ® ® O 3 in U eCO \ 063 (4) 039 (4 e M - 039 (4) 063 (4) ' 8" 8" 8" 8" y o = o L �O U 12'-0" 12'-0" 15'-4" 14'-0" 12'-0" 13'-4" 14'-0" 12'-0" 113'-4" 14'-0" 12'-0" 13'-4" 16'-0" "12'-0" 12'-0 4 Z0) J v Q O J L Go Zj a a 3 (b " O ,_> 200'-0 .� m O) � � 00 O 2 0 w m a 3 INTERIOR PARTITION PANEL & SUPPORT LAYOUT PART # INDEX PART# DESCRIPTION 308203900 29 a. PT. panel, 3'-3" Ion (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" Ion 308218200 29 a. PT. panel, 15'-2" Ion ' 308219000 29 a. PT. panel, 15'-10" Ion / 308224400 29 a. PT. panel, 20'-4" Ion Q 388013400 18 a. partition channel 11'-2" long ~�- -- -- 5920008982 18 o. angle, insul PT. 1.5"x2.5"x12'-0" 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 E NECESSARY TO FLIP THE TOP PANEL. THIS WILL ALLOW D THE LOAD BEARING LEG TO REST AGAINST THE RAKE ANGLE (IF PRESENT). WE DO NOT RECOMMEND ATTACHING >-' THE PARTITION PANEL TO THE RAKE ANGLES (IF PRESENT) I 244 3 pi O LENGTH QUANTITY a O E- a >n w z % > tzz a 00w � H zC\2 C) C) a Ern - ZD a U E-+ Q> z Date 3/3/22 Drawn by JMN Scale 1/8" = 1'-0" Plan No. P52167 Order No. 246259 & 246260 Sheet No. FLO REVISION BY Dote GALVALUME PANEL ®LUN �`°`"'"°' STRUCTURAL BEARING LEG TYPI CAL o PURLIN 760800 PART# INDEX 4" 4' 4" e � 760110 --� � 0 PAR- PANEL ONLOADPART# DESCRIPTION 760300 STM SCREW BEARING LEG 308213700 29 a. PT. Panel, 11'-5" Ion SECONDARY I 760600 I 760600 78080° ATOVER1.APWTAL 308214300 29 a. PT. panel, 11'-11" Ion 1 '-0" 1 '-0" COLUMN COLUMN 308215800 29 a. PT. panel, 13'-2" Ion SUPPORT or SUPPORT 308216600 29 a. P panel, 13'-10" Ion S-0" COVERAGE REF. 0 SW 780800 NOTE: SECONDARY COLUMNS ARE IF INSULATED, 780800 ONE SIDE 388013400 18 a, partition channel 11'-2" Ion TELESCOPING AND CAN ADJUST 760600 r 710989 OTHER SIDE 5911042318 18 a. base to track 16'-0" US VARIOUS HEIGHTS. THEY ARE PANEL TRACHTE PARTITION PANEL USUALLY LOCATED ON ONE SIDE '� is 4 cALVANIZD 5920008982 18 a. angle, insul PT. 1.5"x2.5"x12'-0" OF THE STRUCTURAL LINE. SEE CONCRETE FLOOR PLAN FOR CORRECT SCREW BLANK WALL JAMB (LENGTH VARIES) LOCATION OF COLUMNS. THE TAB " I COLUMN ON THE BOTTOM OF THE COLUMN tructural PROFILE NEEDS TO BE FIELD BENT. A ine 760600 SCREW SHOULD BE INSTALLED IN EACH FLANGE: WHERE THE COLUMNS LAP. PARTITION CHANNEL 10-4 LONGITUDINAL F7 PARTITION PANELS 10-4 tructurl atructural BLANK SIDEWALL or ENDWALL DOOR SIDEWALL or ENDWALL IroUNDATiON a< FT/EV PART# QTY ine ine LOC. HEIGHT QTY SECONDARY COLUMN PARTITION PANEL EXTERIOR PARTITION PANEL FASTENING DETAIL 5'/EV 388013400 1.0 6 ATTEN110N: Partition wall panel lengths were determined with5'5'/EV 125.25 4.0 10'/EV 388013400 1.0 CONNECTION © TYPICAL BAY 7 C 0 N N E C TI 0 N the panel starting at least 3X" in from the sidewall. All 10'0'/EV 126.5 4.0 buildings 25 or more will have 2—panels that lap at 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 1 4.0 NOTE: ABOVE IS THE REQUIRED PARTITION CHANNEL /EV 131.5 4.0 PART AND QUANTITY AT EVERY FT /EV 0 NOTE: SHOWN ABOVE THE REQUIRED SHEETS OF PARTITION PANEL FOR INSTALLATION (OVERLAPPING ONLY THE END RIB). YOU WALL COME UP SHORT PANEL �+':� �fl \-"011,; 1 8 IF YOU BACK LAP PANEL AT 1' SPACES. /7TRA COLUMN C CK F 1 qd`Howaru OR JAMB 11.0 /EKD P2.03. 4 .11E 42318 INT COLUMN INT COLUMN � `t�'Q� 09501 00 � FSS10 / 'I I• I I I I I II I 5920008982 jj 5920008982 I , j •I I. I I I.I I I I U c I C o� II I II II II I o o I I SEC COLUMN SEC COLUMN> l SEC COLUMN I SEC COLUMN SEC COLUMN 'I I• I I I•I I I I � � � � � o _ I•I Ld o .� SEC COLUMN 308213700 I� I l 308214300 i i i i F- w I (ba, 14 I'I I' I'I I I N `o o V-0 I I I I I 0 d o i m c �o00 NN o I.I I I,I I I m o LLJ O q - QC) _a � 3 II TRACK it II li I U c o\ o Q `vim o) o1 Q I'I (5911042318 I I I•I l •0) a o II I II I it II I � I L-- --- ----------- -------- -—------------- ------------------------u------------------------ �- 34" 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 J . I --------------------- ---- ----------------- —r r ----------------------- T .. • I I 'I I SEC COLUMN O II II Z Cn w I I I INT COLUMN SEC COLUMN I I SEC COLUMN—,,l SEC COLUMN I IE-� 'J LU LLJ z j I I 308215800 I 308216600 I I j ''� of �•� O O I I I W •I • i I I SEC COLUMN I II I qd I I 388013400 I I W Ld rn I I I CS Q I I'I I E•i I II I �0 77 .1- W w I I g C4. I I '" Z W I, I Z Z TRACK i TRACK I i i 0 - ---------------------- ------ -- -------- ------- ------------- --------------------------- p 0 W x In I� 6'-8" 6'-8" 7'-0" 7'-0" Z In 13'-4" 8" 14'-0" .a Z rn E4 Z o � TYPICAL BAY TYPICAL BAY Date 3/3/22 Drawn by B LONGITUDINAL PARTITION WALL © INTERIOR DRYWALL FIREWALL JMN Scale 1/2" = i'-0" Plan No. P52167 Order No. 246259 & 246260 Sheet No. F1 . 1 REVISION ey gg FIELD CUT PARTITION PANEL Date FIELD CUT PARTITION PANEL TO MATCH THE ROOF PITCH. LAP PARTITION PANEL ONTO RAKE ANGLE (IF PRESENT) AND COLUMNS. PART # INDEX g1 EXCESS PARTITION PAN";L FOR THE NEXT WALL PART# DESCRIPTION IN THIS CASE THE EXCESS PANEL WILL WORK BEST ON THE NEXT PANEL 308224400 129ga. PT. paiell, 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 Fl. 1/4FIELD CUT FIELD CUT i -------n ---- n ------------ ---- --- ----- ----- ---------- --- - ---------- ---------------n-- -------- II II II I n ------——— ——————— ———— — ---------------- I I I 308224400 I — —————————————I I —————— 308224400 —— I I I FIELD CUT 9 91 I I 308224400 I I II II II ------------ I — ------------- — ------------- --------- II II II ----- ---------- --- —11--------------- — ------------- -------------- I.I -------------- ------------ — .LI-- I.I ---- --------------- ---------------I-I----------------� -------------- I I I I I i —�'— I -------------- ------------- I I------------ ---I---------------I I�I I�I I�I I•I I�I I I'I I'I I II II II II II II II I I 11 11 II I I II II I I II I II I 308224400 I I II I 308224400 I I I 308224400 II 7 I I I I I I I I I I I I I I I I 7 1.1 r I I I I I I I I I I r Fl. A I I I I I I I I I I I I I I I I I I I I rJ How rca�r i I II I I � ,. 2.03. r I I I I II II I ( 1I I 308224400 I I ( I I I 308224400 I (I I• _�-+a_� 308224400 1 II II II i � I-I I•I •I I•I I• I•I I•I i � I�I I•I I�I I I�I I II II II I II II II I I II II II I I'I I'I I'I I I'I I II II II I II II II I I II II II I v .c � I I.I I.I .I I.I I I. I.I I.I I• � � � � I l Y l I 308224400 I I o o I II I II II I V) O II 308224400 I ) 308224400 � �, I I I I I I I I.I I.I I.I I I.I I I Fw- Q' v I II II II II II II I I II II I � '� `� � — 3 a Z o cn CO -j 3j'� a� 2 a] p 0� REF. TYP. 60'-0" REF. o w a, .3 ttl o ♦— 3 km L A TRANSVERSE PANEL LAYOUT Q o o T 7711 1" E- A w � � w 0 a Z 04 Z E- m o 0 w a x � P40 x 00 0 c H :-4 oW a Z M � E- o w a � Date 3/3/22 Drawn by JMN Scale 1/2" = i'-0" Plan No. P52167 Order No. 246259 & 246260 Sheet No. Flo2 07 WE SPAN CHANNEL OS 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 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 PART # INDEX 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. 36631440() 26 a. SW. trim panel/frame, IWHT 12'-0" 376314400 26 a. CNR. trim panel/frame, IWHT 12'-0" O8 EXTERIOR A—PANEL FIELD CUT FIRST PANEL TO REMOVE FIRST RIB IN ORDER TO MISS THE 42631220() 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 1'-0" GRID UNE. 5045011026 26 a. eave trim bsw 10'-2" MBLK 6 6 5 50450100211 2' EAVE SPAN 07 5045010026 2. 0> 2. CHANNEL 5045010026 5045011026 TOP TRACK CHANNELAN 5045011026 EAVE SPAN CHANNEL 7 EAVE SPAN 07 CHANNEL HEADER HEADER HEADER 10 d F `#How ru 18 ;+ 022.03. - GIRT 2.0 `� 095 :A7: DOUBLE JAMB <STARTER JAMB STARTER JAMB 13 366314400 176313600 2 176313600 14 2.0 2 2. ................................ ROLL—UP DOOR ROLL—UP DOOR GIRT ROLL—UP DOOR 376314400 ai BLANK � w ° ` ♦° � �' ENDWALL o o a BASE TRACK a a V2. z - o � cn ° 426312200 426312200 3 mLn Lva v S E I I— 3 k m J (0 3 Tuctural tructural = rj (u _Q L0 tr ine ine tructural V '15 p ine A DOOR FRAME SIDEWALL W/ BLANK ENDWALL ELEVATION BLANK SIDEWALL PANEL/DOOR FRAME ELEVATION B 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 710881 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/S" 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 AC HEAD ADIAPOIOER TRIM CAUSE TWISTING OF THE TRIM. TRIM SHOULD BE INSTALLED FLAT. TRIM WHEN NECESSARY. CLOSE THE GAPS. BE SURE TO HIT THE LIP OF THE TRIM. CLOSE THE GAPS. BE SURE TO HIT THE LIP OF THE TRIM. RAKE TRIM #12 x 1.25 SS RAI EOANGLE ROOF PANEL ZAC HEAD ROOF PANEL ROOF PANEL RAKE ANGLE 1 COLUMN CAULK TAPE (CUT TO LENGTH) 2 PLCS 'SCREW X 1 1/4" CA—PANEL '' 760600 EAVE SPAN CHANNEL o SCREW x 1 1/4" 760600 COLUMN ,� 760600 11'_ _--INSIDE TRIM INSIDE ROOF CLOSURE GIRT BASE TRACK o 0 2—PLCS I REFER TO ROOF PAGE SCREW 3/4" 0 — OU 9600 CLOSURE #12-14 X 1 1/4" 0 0 TOP CHANNEL 10 ( , A—PANEL SCREW EAVE SPAN CHANNEL F — \ #12 x 1 1/4 OUTSIDE CLOSURE 760600 " INSIDE CLOSURE PURLIN SCREW 0 0 79600 760600 BACK SCREW 3'-0' O.C. 79500 BACK SCREW 3'-0" O.C.-NJ DOOR SIDEWALL SILL TRIM PEAK BOX �' EAVE TRIM (IF EAVE STRUT IS PRESENT, BACK SCREWING IS NOT POSSIBLE) HEADER EVY COLUMN �' ° JAMB #12 x .75" SCREW SW COLUMN A—PANEL (FOUNDATION 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-PANEL/GIRT CONNECTION 3 4 5 6 Q CONNECTION DETAIL CONNECTION DETAIL CONNECTION DETAILS CONNECTION DETAIL CON N ECTI ON DETAIL .� 04 a a I- NOTE: IF NEEDED NOTCH OR SLIT ENDCAP FOR O "d 4" 4" 4" ROOF PANEL OR ADAPTER TRIM CLEARANCE. Z 19 a tructural tructural STRUCTURAL IWHT SIDE THIS WILL MINIMIZE ROOF LEAKAGE AND THE ZW Line ne COMPONENTS 1'-0" 1'-0" 1'-0" AMOUNT OF CAULK NEEDED WHEN INSTALLING. ' Z ' STARTER JAMB COLUMN " O 0 W a STARTER 3'-0" COVERAGE REF. P4 B a JAMB TRACHTE 26GA. WALL PANEL PROFILE O O 0 STRUCTURAL COMPONENETSz r� tne 779600 ructural RIVET AS SHOWN USE 779600 AT H O W 36" O.C. INTERIOR OF BUILDING THE BOTTOM. SIDEWA SUSE 779600E RAKE TRIM a Z O w tructural SIDEWALL AT THE TOP OF ENDWALLS � U W �ne TRIM RIVET COLORED SIDE n USE 779500 ON EXTERIOR Q 1 —0 1 —0 SIDE OF PANEL OPPOSITE NOTCH o A—PANEL CORNER TRIM 36 36" ON CENTER EXTERIOR 26GA WALL PANEL TYP. TYP. (IF NEEDED) 779600 THAN SHOWN. 37 i Date ENDCAP 3/3/22 1 1/4" COLORED SCREW i Drawn by TRIM WALL PANEL SO IT DOES NOT EXTEND BEYOND 11" FROM THE �� JMN STRUCTURAL LINES. FIELD CUT TRIM PIECE TO DESIRED HEIGHT. IWHT SCREWS EXTERIOR OF BUILDING IWHT A—PANEL Scale TRIM WALL PANEL SO IT DOES NOT EXTEND BEYOND 1 j" FROM SOME SITUATIONS MAY REQUIRE FIELD NOTCHING. DRILL & RIVET IWHT SIDE THE STRUCTURAL LINES. FIELD CUT TRIM PIECE TO DESIRED THE TRIM IN PLACE WITH MATCHING COLORED RIVITS. THE CORNER ' 1/2" = 1 TRIM SHOULD BE PLUMB. '-0'� HEIGHT. SOME SITUATIONS MAY REQUIRE FIELD NOTCHING. WALL PANEL IS INSTALLED WITH 1 1/4 COLORED SCREWS WITH THE COLORED DRILL & RIVET THE TRIM IN PLACE WITH MATCHING COLORED SIDE TO THE EXTERIOR. USE THE 1 1/4" SCREWS TO FASTEN PANELING TO THE i Plan No. RIVETS. THE CORNER TRIM SHOULD BE PLUMB. STRUCTURAL COMPONENTS OF THE BUILDING, USUALLY GIRTS OR EAVE/BASE P52167 ANGLE AND CHANNELS. THE TOP OF A ENDWALL WILL FASTEN THROUGH THE RAKE TRIM AND INTO THE PANEL — SEE RAKE TRIM DETAIL. i Order No. EXTERIOR CORNER TRIM BLANK EXTERIOR SIDEWALL TRIM BLANK 246259 & 246260 WALL & DOOR JAMB FASTENING WALL & DOOR JAMB FASTENING A- PANEL PROFILE AND LAYOUT Sheet No. 13 DETAIL 14 DETAIL 18 DETAILS NOTCH ENDCAP AT RAKETRIM F2oO >> PANEL & JAMB TRIM SHOWN REVISION By Date 16 PDL DOOR ANCHORS PARTITION SUPPORT AT DOOR SIDEWALL PANEL AND JAMB TRIM IS SHOWN. IF RECESSED ENTRY IS THE ACTUAL CONFIGURATION, PART INDEX WHEN INSTALLING THE EXISTING OPENING ANCHORS" (EOA) INSIDE THE DOOR SIDEWALL PARTITION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB 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 PART# DESCRIPTION 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" long 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 TRIM EXCESS PANEL AT 779341 -peak box 322619200 1 4:12 & 1 2:12 itch 176314300 __ 2'0 2' STRUCTURAL LINE, BACK— ANGLE LAPPING IS OPTIONAL 5045007163 2 F2.1 176313700 176313700 176313700 176313700 176314000 176314000 176314000 176314000 176314300 176314300 176314300 176314000 176314000 176314000 176314000 176313700 176313700 176313700 176313700 2 13 13 2.0 2.0 376314400 SIDEWALL 1 F2.1 3 eI`2.0 t DOOR DOOR "yA SIDEWALL =+' Howar 1i � 2.0I 2. C:. - , 0�5 :a�7: ��� , 426312200 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 60'-0" U rn tructural tructural ne � 76 O A BLANK ENDWALL PANEL DETAIL ELEVATION, 1/4" PITCH w °° 6 C) E a12 Q_ 3 NOTE: MOUNT SWING DOOR JAMBS PER NOTE: MOUNT SWING DOOR JAMBS PER o ,> m MANUFACTURER'S SPECIFICATIONS MANUFACTURER'S SPECIFICATIONS w C I c 2 ° Q) aLo V2x11 4" Q o a SCREW 760600 o 0 A—PANEL CLOSURE JAMB TRIM SCREWS BY DOOR MFGR. A—PANEL GIRT 760600 SWING DOOR COLUMN GIRTCREW1 1/4" ; F.O. COLUMN Rmv 5 . HEAD TRIM SWING DOOR SCREWS BY DOOR MFGR. PLYCO SWING DOOR JAMB 2 PLYCO SWING DOOR HEADER CONNECTION DETAIL CONNECTION DETAIL E- 0 o x H Z P4 a Z w U) O 0 W x � a0 o z o 0 0 x x H E-1 rn E w Z o Dote 3/3/22 Drawn by JMN Scale 1/2" = 1'-0" Pl on No. P52167 Order No. 246259 & 246260 Sheet No. F2 . 1 BY REVISION 7Dote "TAPE SEALER NOT SHOWN FOR CLARITY" 710962 USE A 2' x 2' CUT TO 23 3/4' LONG AS A SPACER TO HOLD 24' CENTERLINES FROM PANEL TO PANEL (AT FASTENING LOCATIONS) PA.RT # INDEX 77199_ 71 osn SSR PANEL PART# DESCRIPTION 23 3/4' T.d. • 511123 8-18 x 3/4" HWHSD screw, BWHTs „�„ 5910006218 18 a. save 'to angle, 6.75" x 2" x 9'-10" , ,1 2 8 7 s 5 4 3, -- 2'-0' STANDING SEAM ROOF PANEL i 710962 NOT REQb O ENDS, STEPS, OR 5920019982 26 a. adapter trim 16'-0" Ion 710966 -_______ EAVES _ 710989 710881 Tri—Bead Tae Sealer ¢`�%• 710911 2'-0" D.C. THERMAL SPACERS------ s 2 PER CUP 710892 Minor Rib Tape Sealer W/2 710989 THROUGH EAVE TRIM 71199_ O EAVE SPAN ANGLE NSIDE EAVE TRIM _________-_= PURUN U (PLACE ACROSS END WALL FRAMING AND 710911 Metal Inside Closure tructural CLOSURE (TYP.) ----------__-- PURUN FASTEN TO PURUN SPAN CUPS w/(2) SELF tructural ?, 'ne -_______=- DRILLING SCREWS /710969, VERTICAL LEG FLUSH 710962 high floatinc ss clip ^e gyp+ - ATTACH PANELS TO EAVE AND INSIDE CLOSURES AT THESE (8) __ ::==- 710967 standing Seam roof shaping tool 7);b LOCATIONS USING #12-14 x 1 1/4' ZAC® HEX HEAD SELF-DRILLING INSULATION 2 w/ sTRUQ UNE) INSTALL 4 3/8' LEG VERTICAL 710881 (CUT TO 5') FASTENERS _ ENDWALL PURLIN TEMPORARILY FASTEN THE LAST PANEL \ WITH A FASTENER OR VISE-GRIPS. THE 710969 12-14 x 1.25 Hex head screw - FASTENERS MUST PENETRATE TRI-BEAD TAPE SEALER, INSIDE M PANEL WILL BE ATTACHED PERMANENTLY 710977 12 x 1.25" SDWW screw, GALVM SSR PANEL OVERHANG AT EAVE EAVE SPAN ANGLE CLOSURES, EAVE TRIM AND UNDERLYING EAVE SPAN CHANNEL WHEN THE RAKE TRIM AND ADAPTER TRIM ZOC - BUILDING WITH GUTTER: 1-1/2" TO 2-1/4' BEYOND FACE OF EAVE TRIM - IT IS ESSENTIAL THAT NOMINAL PANEL WIDTH IS MAINTAINED AT EAVE TRIM mmO THERMAL SPACER ARE INSTALLED. 710984 R-5 thermcil spacer - BUILDING WITHOUT GUTTER: 5' TO 6' BEYOND FACE OF EAVE TRIM EAVE. WITH PROPER INSTALLATION OF INSIDE CLOSURES AND BY RAKE ANGLE mmm 710985 R-5 thermalspacer Cover INSTALLING FASTENERS IN PROPER SEQUENCE tructural PURUN 24' O.C. 710986 thermals acer, 5/8" 1 FIRST PANEL EA e 2 EAVE FASTENER SEQUENCE 3 RAKE SUPPORT (OR IS- O.C. DEPENDENT O TERMINATION PANEL O NqV 710988 Insulation support banding, 1 ON SHEET WIDTH) � (��- ��� NOTE: DO NOT EXTEND RAKE ANGLE OR ADAPTER TRIM BEYOND STRUCTURAL UNE *INSULATION NOT SHOWN FOR CLARITY ROOF PANEL IS NOT TO BE CUT OUT AS SHOWN. PANEL IS ONLY CUT AWAY TO �.1a0 ` P 71199_ Rake Support Angle, length varies �, �; � SHOW PARTS UNDER IT. 2'-0' 760606 12-14 x 2 1/2" HWHSD screw ro977 710969 „0985 710977 „ , 7,0881 ROOF AE LS STANDING SEAM f 2 PER 710989 2-14x1.25• ZAC HEAD 2-14x1.25' ZAC HEAD 5920019982 �08� ��~ ) ROOF PANELS 24 go. #12-14x1.25' ZAC HEAD 710969 2 PER 710881 SEE EAVE FASTENER LF• (NOMINAL) * �! Q• 766000 1.5" o.d. fender washer 710962 71098+ „ „ » > » TANDING SEAM 710989 STANDING SEAM 5920019982 PATTERN DETAIL 710881 ROOF PANEL 7810785050 insulation 12 tabs 8 X 5 —0 X 50 —0 UN—FACED INSULATION „O9� 768000 RODF PAN 2-14x1.25• ZAC HEAD �1�' # :, 5920019982 RUNNING THE WIDTH OF ROOF PANEL 710881 � BUILDING OVER PURLINS 8 710911 t1' 2:47: 71088, APPLY A CONTINUOUS ROOF PANEL 710984 8 INSIDE CLOSURE � � (]�S�!c a 7606 UNE OVER EACH INSIDE 1 —6 tCi 71199_ 2-14x1.25' ZAC HEAD , . INSIDE CLOSURE /710911 CLOSURE FOR THE ENTIRE EAVE 1-6 MCELROY STANDING SEAM INSIDE CLOSURE /710911 O 71199_ F 1� O UNE ALONG EAVE SPAN ANGLE 710989 710984 RMT (NOMINROOF PANELS 24 go. AL) ESS14 -' 710881 5' BELOW BCLOSURE ONLY 710985 BIRD STOP 710881 T= 5 BELOW CLOSURE ONLY de ABOVE CLOSURE RAKE ANGLE RAKE ANGLE do ABOVE CLOSURE ACROSS ENTIRE EAVE. m 710969 CUT TO FORM AROUND ACROSS ENTIRE EAVE HEADER or CHANNEL ° ° THE TRIM SIDE WALL 00, SAVE TRIM 'A' PANEL 710881 'A' PANEL o o m 2 PER CUP $p/w ANGLE EAVE TRIM EAVE SPAN ANGLE 710881 SEAMING NOTE: VISUALLY TO SEE THAT THE EAVE SPAN ANGLE ° ° 710967 SEAMS HAVEECK SNAPPED THE ENTIRE V 0) EAVE SPAN ANGLE 0)COLUMN & STARTER JAMB PURUN LENGTH OF PANEL WHEN ASSEMBLED C HEADER 5910006218 (CONFIRM COLUMN POSITION CORNERTRIM CORRECTLY, THE SEAM WALL LOCK 0 o CLOSURE PURUN W/FLOOR PLAN) COLUMN TOGETHER WITH REASONABLE PRESSURE (/j (0 1 z t,a ter)l EAVE TRIM APPLIED WITH HAND OR FOOT. r-, 3 O EAVE TOP eANa >tiooea 5910006218 HOWEVER, IF A PROBLEM IS Ld INSULATION FLAME AND SMOKE RATING CHANNEL ATTACH TO JAMB NOTE INSULATION NOT SHOWN FOR CLARITY STARTER JAMB ENCOUNTERED IN FULLY SNAPPING THE SEAMS TOGETHER, SUCH AS I— Ci THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE � VAPOR BARRI AN INCORRECTLY INSTALLED CUP. DAMAGED PANEL LIP, OR A BUBBLE (n 0 c ,L N a � TO INTERIOR LONG TAB INSULATION NOTE: HEADER & JAMB SIDEWALL IS CAUSED BY FAULTY ASSEMBLY, A SHAPING TOOL IS SUPPLIED THAT � o o a: BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 BUILDING BETWEEN Pu OF SHOWN. SIDEWALL MAY BE A-PANEL SHOULD ENABLE THE SEAM TO BE LOCKED WITH A MINIMUM EFFORT. (n ` vi j n BLANK ENDWALL & BLANK ENDWALL & SIDE WALL HEADER p SMOKE WHEN TESTED IN ACCORDE►NCE WITH UNDERWRITERS LABORATORIES TABS WRAP OVER PURUN 0 Q 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS BLANK ANEL TOPS SIDEWALL STANDING SEAM ROOF STANDING SEAM ROOF STANDING SEAM ROOF STANDING SEAM z ` Q U TO MEET OR EXCEED THESE REQUIREMENTS. 9 SIDEWALL ROOF INSULATION w/SS—ROOF W DOORS DETAIL AT EAVE DETAIL AT PURLIN 4 & RAKE TRIM DETAIL 5 ROOF PROFILES o b � 3 O Q o O W/DOORS 26RAKE ANGLE Z ADAPTER TRIM 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 m O cr_ CIO — o WALL SIT ABOVE THE SIDEWALL TRACK AND PURUNS. SCREWS WITH FENDER cr, J ; O Z PLACE ACROSS END WALL FRAMING WITH VERTICAL LEG FLUSH WITH BUTTING SEAMS WASHERS ARE NOT REQUIRED. W C Z 1 c ,r12�-14 X 1-1/4' SCREW m = 3 k m .� b STRUCTURAL LINE. INSTALL 3 LEG VERTICAL. NOTE THAT RAKE ANGLE AND LINE DAPTERBUILDING.TRIMRE NOT TO EXTEND BEYOND THE STRUCTURAL EAVE 2 PER CSTANDING SEAM IDP UNPAGED INSULATION a e Q o �_ o a Q ROOF NO VAPOR BARRIER PANEL 24 GA. 4' ROOF INSULATION ti •t? �= ^� 0 0 ROOF ® F" �7 RAKE ANGLE / ADAPTER TIL, THERMAL SPACER 2 4 e SSR PANEL PLACE ACROSS ND WALL FRAMING WITH VERTICAL LEG FLUSH WITH STAR710988 5 8' e STRUCTURAL LINE. INSTALL 4 %" LEG VERTICAL. NOTE THAT RAKE ANGLE TTHENNTCONTITINUE NTHD4�o*ROLnLS � 710881 AND ADAPTER TRIM ARE NOT TO EXTEND BEYOND THE STRUCTURAL EAVE FOR REMAINDER OF ROOF LINE OF THE BUILDING. ° PURUN ° 6 1199_ �g INSIDE CLOSURE 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 76o6a8 PERMANENT DAMAGE TO THE ROOF PANEL DAMAGE MAY INCLUDE ROOF LEAKS, 710985 °t�o� CUT CLOSURE TO EXTEND 1 Y4" PAST STRUCTURAL LINE IF END WALL IS STANDING WATER, OR AESTHETIC DAMAGE A—PANEL. 710964 I I � �� 71os92 DO NOT, UNDER ANY CIRCUMSTANCES. STEP ON THE PANEL AT THE PANEL ENDS ,� UNTIL THE PANEL IS FULLY ATTACHED. THE ROOF PANEL MAY NOT SUPPORT THE RAKE ANGLE ROOF PANEL APPLY TRI-BEAD TAPE SEALER �g ROOF CLIP WEIGHT OF A PERSON AT THESE LOCATIONS. - m SPAN CHANNEL TO MALE LEG OF SSR PANEL STARTING END LL� 9' EW PURUN DIRECTLY OVER INSIDE CLOSURE IF THE PANEL MUST BE WALKED ON, PROTECT IT WITH 2x12 PLANKS THAT SPAN POSITION THE CLIP AT EACH PURLIN. ROTATE THE CLIP ON THE MALE LIP ACROSS A MINIMUM OF 3 PURUNS. THESE PLANKS WILL HELP TO DISTRIBUTE THE K0R"�`"`T•8°11°"awr m . UNTIL VERTICAL. IT IS IMPORTANT THAT THE CLIPS PROJECTING LEDGE FITS LOAD, BUT PANEL DAMAGE MAY STILL OCCUR IF THE LOADS OR FREQUENCY OF R0°F 50' LONG. 8' THICK. L.ONI; TAB I INT COLUMN TRAVEL ARE EXCESSIVE EW COLUMN INSULATION RUNNING THE LENGTH 7810785050 SNUGLY UNDER THE PANELS HORIZONTAL LEG AS SHOWN. FASTEN TO OF BUILDING BETWEEN PURLINS. ^ND �`7109� ENDWALL PURUN PURLIN. THE PANEL CLIP HAS FACTORY APPLIED SEALANT IN THE UPPER THE ROOF SHOULD BE SWEPT CLEAN OF DRILL SHAVINGS AT THE TABS WRAP OVER PURUN TOPS. Bands should be placed VAPOR INSIDE CLOSURE BARRIER TO LIP. IF A CLIP MUST BE REMOVE-D, END S OTS. WORK DAY. FAILURE TO DO SO MAY RESULT IN ? t mm 5'-0• and 2'-0• WIDTHS acre O.0 with white INTERIOR RAKE ANIGLE ROOF INSULATION FASTENING OVERHANG DETAIL AT LAPPED y _ ANEW CLIP MUST BE USED OR RUST SPOTS. RAKE �� screws f 511123 GUN—GRADE SEALANT INSTALLED IN THE UPPER LIP. 6 7 8 DETAIL G PITCHs TAPE SEALER AT NOTCH LAP DETAIL IB & . 12 ROOF PANEL & INSULATION LAYOUT U .035 R (� � ) 43 INSULATION INSTALLATION SSR PANEL 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 ° ° APPLY ONE HALF OF MINOR RIB TAPE SEALER AT EXTERIOR AIR INFILTRATION TO THE INTERIOR OF THE BUILDING IS EACH OF THESE LOCATIONS TO COMPLETE SEAL AT EAVE. MINIMIZED. LIGHT SHOULD NOT BE VISIBLE THROUGH CRACKS AND ° ° � 1 710881 CREVICES. CAULK OR OTHER REMEDIES TO THESE SITUATIONS IS NOT fAyF 1 _ 710892 SUPPLIED BY TRACHTE AND IS TO BE USED AND SUPPLIED AT THE TRIM DISCRETION OF THE ERECTOR AND/OR OWNER. 1 710892 YOU MUST INSTALL THE INSULATION WITH THE VAPOR BARRIER TO THE 710892 CLIMATE CONTROLLED SIDE OF THE WALL & ROOF (INTERIOR). 710881 '� Y( � CUT MINOR RIB TAPE SEALER IN HALF WIDTH-WISE a\ AND APPLY ONE HALF TO UNDERSIDE OF EVERY I F T° NSIDE MINOR RIB OF SSR PANELS, POSITIONED TO CROSS �' ,Y CLOSURE TYP. TRI-BEAD TAPE SEALER AT EAVE; NOT REQUIRED , ( AT HIGH EAVE OF LEAN-TO WITH HIGH EAVE TRIM AND OUTSIDE CLOSURES. I 1 1 W APPLY TRI-BEAD TAPE SEALER ON ,•,� J''I TOP AND SIDES of EACH INSIDE �l, CLOSURE TO COMPLETE SEAL AT EAVE. Q APPLY TRI-BEAD TAPE SEALER CONTINUOUSLY ACROSS TOP OF EAVE O (si TRIM, POSITIONED TO CONTACT UNDERSIDE OF INSIDE CLOSURES AND TRI-BEAD TAPE SEALER APPLIED OVER INSIDE CLOSURES. � O 24 TAPE SEALER APPLICATION AT EAVE z a >_4O zz � 0C x zoo z x A � �� 0 1 U D a � Date 3/3/22 Drawn by JMN Scale N.T.S. Plan No. P52167 Order No. 246259 & 246260 Sheet No. G1 * 0 19 PARTITION SUPPORT AT BLANK WALL 79 INTERIOR LINER PANEL REVISION o to PART # INDEX BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN FIELD CUT BOTTOM PANEL TO REMOVE FIRST RIB TO GIVE YOU A FLAT NOTICE: INSULATION INSTALLATION �n Tal PART# DE=SCRIPTION 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 102702 sill late sealer, 3.5 x 25'-0" roll SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE 0� INSULATED WALL: FOAL CLOSURES aN 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 with insulation. Care should be taken to assure that exterior air 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. panel, 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 to these situations is not supplied b Trachte and is to be used and 5910006418 18 a. eave to an le 6.75" x 2" x 11'-10" < 4 HANGING INSULATION 0 10' BAY 2� INSULATION FLAME AND SMOKE RATING pp Y Sil 5910008918 18 a. eave top an Ile 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 OVERLAP DETAIL VERTICALLY. FASTEN INSULATION AT APPROX 24" CENTERS TO TOP BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 5910012218 18 a. eave top an Ile 6.75 x 2 x 1,3'-10" STRUCTURAL COMPONENTS WITH #710969 SCREWS AND #76600 FENDER SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES 760600 5911042318 18 o. 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 5950030618 18 a. support, insul BW 10'-4" EV 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' long HAS 3) 4' WIDTH PIECES. controlled side of the wall& roof(interior). 7810042050 insulation wrn —vr 4" X 2'-0" X 50'-0" (FOR FIREWALLS) NOTE: SECONDARY COLUMNS COLUMN 760600 7810045071 insulation wrn —vr 4" X 5-0" X 71'-0" ALL 3 HOUR FIREWALLS ARE INSULATED. 2'- 0" WIDE r from non-insulated walls, cion of heck floc plan for proper cols, for insulated umn orientation. PANEL INSULATION IS PROVIDED TO FIT THE 2'- 0" OC STUD ( ga. GALVANIZED (LENGTIi VAR IEs) SPACING. ALL EXTERIOR WALLS, JAMBS AND HEADERS HAVE SPRAY FOAM INSULATION BY OTHERS FOUNDA.. ° a04. 2 PARTITION PANEL FASTENING DETAIL 5987001118 `� — ATTENTION: Partition wall panel lengths we determined with 5910000114 the panel starting at least 3J¢" in fifrorn the sldewall. All buildings 25' or more will have 2—panels that lap at a interior column line. The panels should overlap at least by 1". 5910006418 5910008918 10 5987001118 5910012218 Il.0 GIRT ail GIRT 11 ,O5,`� NCP 11 5911042318 Howar q jj RAKE ANGLE PURLIN fif3� �� ��FESS10�� EAVESPAN EAVE CHANNEL CHANNEL 7810045071 20 7810045071 20 W = 12 —� L._ I1.0 INSULATION 2 U GIRT GIRT Of / 760600 _ 3082 RAKE ANGLE a I o N c 3082 3082 � 20 4A TOP ANGLE Lel °- I1.0 ( I 7810045071 20 INSULATION 20 ANEL "' '` 00 — VAPOR BARRIER VAPOR BARRIER PARTITION P CLIMATE CONTROLLED SIDE CLIMATE CONTROLLED SIDE y o O u Q 4H PARTITION PANEL 9 760600 760600 0 cL � � � �, o � BASE TRACK 760600 _ Z I1.0 5911042318 p o `3 \ \ J a c" a SILL PLATE SEALER — m a 'v'`, , (1\4 � o 102702 c a, � � �. 9 w C> L0 L � 1 FOL1NDAl10N 1 _ FOUNDATION ICOUNDATI N PARTITION PANEL I- I1Q _Q LO I1.0 I1.0 .0 INSULATION 2 — UQ w o `oma A INSULATED END WALL FRAMING B INSULATED SIDEWALL FRAMING C INSULATED LONGITUDINAL FOUNDATION � INTERIOR WALL FRAMING @PURLIN � INSULATED ENDWALL/SIDEWALL 2 INSULATED ENDWALL 3 INSULATED SIDEWALL @ BASE TRACK @ TOP @ EAVE STR LET THE SILL SEALER EXTEND 1 PURLIN I"`'t"rol 4" TO JAMB / 779600 the THE NON CLIMATE CONTROLLED SIDE CLIMATE CONTROLLED SIDE OF THE TRACK. THIS PROVIDES FORA 6051050390 20 TRACK (VAPOR BARRIER) tine tural 710969 GOOD SEAL WHERE THE PARTITION INSULAl10N 20 PANEL ABUTS THE FLOOR WHEN O PT TRANSVERSE INSULATION CLIMATEPANEL SIDE PARTITION PANEL LONGITUDINAL STR JAMB POSSIBLE. (VAPOR BARRIER) 00LUWN PARTITION PANEL) CPARTITION PANEL BEARING LU SEC. COLUMN INT COI PANEL LEc SECTION VIEW I 6051050390 (LENGTH VARIES) ' CLOSURES do CAULK NOT SHOWN 6051050390 779500 FOR CLARITY. 710969 104166 AT OVERLAP DETAIL 5950030618 19 BSW COLUMN SEC COLUMN SEC COLUMN 710969 BSW COLUMN SEC COLUMN SEC COLUMN \�I � 760600 tructural 710969 ins a /0 779500 779600 PARTITION ANGLE 710969 PURLIN 760600104168 PARTITION PANEL # / 710969 INSULATION 20 TRACK 12x1-1 4' - 710969 INT COLUMN INT COLUMN I ( INSULATION 760600 ONE SIDE SILL PLATE SEALER 20 PART. ANGLE #12x3/4" - 760600 TRACK TRACK PARTITION PANEL 760600 OTHER SIDE PARTITION 779600 �4 SILL SEALER TRACK PANEL 6051050390 SEC COLUMN 760600 SEC COLUMN/STUD 0 FOUNDATION 6051050390 0 INSULATED LONGITUDINAL WALL SECTION @ SECONDARY COLUMN 4A INSULATED BLANK SIDEWALL 48 INSULATED DOOR SIDEWALL 9 LONGITUDINAL INTERIOR WALL LONGITUDINAL INTERIOR WALL .� ,� THRU TRANSVERSE PARTITION @12 LOCATION/INSULATED LONGITUDINAL W @ COLUMNS @ STR JAMB FRAMING @ BASE TRACK FRAMING @ PURLIN PURLIN LINE PARTITION WALL INSULAl10N p E- H PE' W CLIMATE CONTRQLED SIDEQ O A (VAPOR BARRIER INSULATION x Z a o Z 6051050390 CAULK O 6051050390 SEC COLUMN p W W 779500 0 COLUMN or STUD t� E- 6051050390 CAULK O O E- 710969 PARTITION PANEL PARTITION PANEL a E-4 � O 710969 SEC COLUMN � 760600 COLUMN or STUD g M Jtructural EW COLUMN � Z O � _ine SEC COLUMN SECONDARY tructural SEE FLOOR 779600 CLOSURE `� U Z WALL ins PLAN FOR 779500 CLOSURE 760600 PART. SUPPORT ORIENTATION Date 3/3/22 SECONDARY PART. CHANNEL LP WALL Drawn b y 779600 PARTITION PANEL JMN 6051050390 0 Scale 760600 1/2" = 1'—off Plan No. PARTITION PANEL P52167 No. 13 INSULATED END WALL 4 INSULATED END WALL 5 LONGITUDINAL/TRANSVERSE WALL Order CAULK TAPE & CLOSURE INSTALLATION Order No. & 246260 @ SEC WALL I N TERSECTI 01 @ SEC WALL INTERSECTION INTERSECTION Sheet No. 11 . 0 08 FIELD CUTTING REVISION 7Dyt 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 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. qutter, endcap, LH MBLK 31 DOWN SPOUT SPACING ac LOCATIONS 5920010326 26 a. utter, endca RH MBLK DOWN SPOUTS ARE TYPICALLY LOCATED 40' O.C. (MAX). SEE FLOOR PLAN 5920010582 26 a. trim ionger, utter, GALV FOR ACTUAL LOCATIONS. 5920112326 26 a. gutter,downs out strap 4" x 6" MBLK 5920310526 26 a. downs out assembly, 4" x 5"MBLK 11'4 EAVE 6051050390 110.1 oz. tube metal roof seclant C C (5920010582 5920010582 (5920010126 5920010126 ' yHow r" HEADER HEADER J1.0 GUTTER � t 05601.4 A3 31 5920310526 31 59203105 .6 DOUBLE JAMB � ��FsSlO�A�� 5920112326 5920112326 2 v •� rn ROLL-UP DOOR 3 ROLL-UP DOOR J1.0 U o 3 J1.0 Nap FlELD DRILL & RIVET � � °p � J1.0 3 SIDES U \ w 5920112326 5920112326 o = '2, Zo FIELD BEND TABS 0 a a DOWN 90'. TABS LAP a INSIDE OF DOWNSPOUT. Z o Z . DOWNSPOUT ❑o '� _� o w o, v 3 i � o ��nul- turalca k = a U 8 it p Q �? '� O tl, q D BLANK SIDEWALL WITH GUTTER B DOOR FRAME SIDEWALL WITH GUTTER "C DOWNSPOUT DROP AND GUTTER CONNECTION TINSITD.E REW GUTTER HANGER ERS f R SS—ROOF PANEL FASTENERS SHOULD BE NOy TAE INSTALL RIVETED INSTALLED ON "OPEN" OPTIONAL STARTEROF 14 X 7/8" SCREW GUTTER BOTTOM 6" —� HOLE TO CUT TABS BUILDING D NG S DE SEAM TO SIDE OF SEAM. GUTTER HANGER T EAVE 'TRIM 3 SIDES. � T JAMBS/PANELhM DOWNSP )UT DOOR JAMB = ANGLE TOWARD OR A-PANEL 4 1/2" REF. 4" BLDG. / IN, — — DOWNSPOUT STRAP DOWNSPOUT STRAP SSR PANEL ONE AT MID OF DOWNSPOUT. APPLY SEALANTFIELD DRILL & RIVET ONE 10" FROM BOTTOM. — 1/4" REF. AROUND CORNERS TO CREATE TABS, FIELD CUT AT RIVET 10" REF. LOCATIONS OF DASHED LINES ? 6" DOWNSPOUT 4 PER STRAP AT LOCATIONS OF SOLID LINES, BEND TABS DOWNWARD 90' •=po RELD CUT FROM TOP TO DESIRED HEIGHT tructural GROUND -- -- -- == -- GROUND GUTTER; DETAIL � 2 DOWNSPOUT DROP HOLE 3 DOWNSPOUT AND STRAP STANDING SEAM ROOF w SS (ROOF CONNECTION GUTTER HANGER SECU REM EN T H A D DRIP EDGE CAULK BY OTHERS OPTION OPTION � 0 (option (on1) ROOF PANEL SEE OWNER FOR PREFERRED OPTION. SEE OWNER O P RI O NERRED OPTION. Z P4 IF NEEDED NOTCH GUTTER AS REMOVE REAR TAB � � Z Z � SHOWN TO ALLOW FOR A LAP IF NEEDED TO O W JOINT. CAULK WITH ROOF SEALANT CLEAR ROOF PANEL. STANDING SEAM ROOF RAKE TRIM U1 O V, AT THE JOINT. SMOOTH EXCESS O U' W � CAULK TO ALLOW FREE FLOW OF STANDING SEAM ROOF ' �4 P4 0 WATER. O C) p o e ® a 'H''Z E- E-4 ® B U 0 RFF � -C) , r ® (TTER GUTTER \ e i Date HAND FORMED EDGE 3/3/22 (option 2) \ RMT REMOVE FLANGE Drawn by BEFORE INSTALLING GUTTER. OPTION 1 CREATES A 1/8- BEAD GUTTER HANGER OF SILICONE BASED RTV CAULK (BY OTHERS) ALONG THE 5 PLCS. MIN. 8 JMN ENTIRE UNDERSIDE EDGE OF THE ROOF PANEL TO PREVENT APPLY SEALANT AT 2' O.C. WATER FROM RUNNING UP THE PANEL (DO NOT USE BUM RIVET LOCATIONS 5920010226 Scale CAULK or ROOF SEALANT HERE). IN LIEU OF THIS A 1/8" TO 6051050390 GUTTER 5920010326 #14 X 7/e" SCREW 1/2" = 1'-0�� SEALANT W DM WASHERS GUTTER WEND 1/4" 30' BEND CAN BE HAND FORMED ON THE LOW EDGE 6051050390 CAP INSTALLED WITH SEAMING PLIERS TO CREATE A DRIP EDGE. TAKE CARE TABS LAP INSIDE Plan No. TO OBTAIN A GOOD APPEARI=NCE WHEN CHOOSING THIS SEALANT ONLY OF GUTTER. GUTTER WEND X14 x 7/8" SCREW P52167 W DM WASHERS Order No. PREFERRED METHOD. CAP INSTALLED RAKE TRIM GUTTER HANGER W NDCAP 2' O.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 CONNEC 710N DETAIL CONNECTION DETAIL J100