Loading...
HomeMy WebLinkAbout45132-Z ��o�SUFFO(Xco� Town of Southold 10/1/2022 a P.O.Box 1179 o. o _ 53095 Main Rd �' o� Southold,New York 11971 . '�1Q CERTIFICATE OF OCCUPANCY No: 43467 Date: 10/1/2022 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. 45132 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. (Building#3) The certificate is issued to 11900 Oregon Rd LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45132 8/29/2022 PLUMBERS CERTIFICATION DATED (-� fi T\-\ �-\ A t ) ze ignature 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 certif cate 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 L. 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- $10.0100 -... 3..-_.Copy-of Certificate.of._Occupancy--..$.25...- - _.. - -- -.. .__.... . ....._......_.. - - -. . 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 ti Date.. New Construction: Old or Pre-existing Building,:.��/ (check one) J� Location of Property: Ho se No.M4T lStre(e�t HamletOwner or Owners of Property: l/— \69XY 60�r . Suffolk County Tax Map No 1000,.Section J Block Lot 6)05 Subdivision Filed Map. Lot: Permit No. �� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning.Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature CONSENT TO INSPECTION x Mob Ile- (Kayhh' the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned'(is) (are) the owners) of the premises in the,Town of Southold, located at llgob 01'e4av► M cy�t.Ino$uA. MIy ; which is shown and designated on the.Suffolk County Tax Map as District 1000, Section 05S ,Block p3 , Lot ca5.7, That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: . C,yv►�Cy�� l 5i-dr� �rv�tr►i� skn,r-c�-� b�►l�iria 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: 20 (Signature) (Print Name) . (Signature) (Print Name) �gUFFD11r TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "oy • �� SOUTHOLD, NY 40 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#: 45132 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 #3) as applied for per site plan approval. 5=9-2022=AMENDrrntto 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 2/2412022. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $4,090.00 CO-COMMERCIAL $50.00 FIRE ALARM SYSTEM $250.00 Total: $4,390.00 Building Inspector o�SofFot��oG TOWN OF SOUTHOLD y BUILDING DEPARTMENT cox TOWN CLERK'S OFFICE "o_-ol SOUTHOLD, NY y � 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#: 45132 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 #3) 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 $4,090.00 CO-COMMERCIAL $50.00 $4,140.00 Building Inspector O��OF SOUr�QI r � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinla'�.town.southold.ny.us Southold,NY 11971-0959 Q�yCOUNV'�� 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#: 45132 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 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 10 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 7 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 2x4 LED 10 Emergency FixturesH Time Clocks Disconnect 200A Switches 5 Z LED 2 Exit Fixtures Pump Other Equipment: Dehumidifier 2, 200A Metermain Disconnect Notes: Storage Bldg. 3 Inspector Signature: Date: August 29, 2022 S.Devlin-Cent Electrical Compliance Form ofswo # # TOWN OF SOOT OLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. _ [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY = j ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] RE C/O REMARKS: DATE W INSPECTOR # # -TOWN OUOUTHOLD BUILDING DEPT. `ycou 631-765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] RO H PL13G. [ ] FOUNDATION 2ND KSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 i Y' i 1A, kp , wwv IVW4, �1� y DATE v INSPECTOR ho�aOE SOUTyOlo 5132. ll��o Ogg Rj. * # TOWN OF SOUTHOLD BUILDING DEPT. =3 -ou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING KFINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: c1Ura�� DATE 7�_ INSPECTOR OFSOUTHp 1 JI'� !.� I I°I av G� ------ _ _ _ ��.� TOWN OF SOUTHOLD BUILDI DEPT. 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE S- 12A /1,2-, INSPECTOR t_ SOP SOUIy -- # f TOWN OF S UTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAUL��KI``NG [ ] FRAMING /STRAPPING [ FINAL Z-11 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT [ ] PRE C/O 1 [ ] RENTAL REMARKS: �I !c✓� ' r�v w r 0. mom A DATE 'Y� Y�/ INSPECTOR Bunch, Connie From: Cummings, Brian A. Sent: Tuesday, September 27, 2022 1:11 PM To: Bunch, Connie Subject: Oregon Road Storage Hi Connie, At their work session yesterday evening the Planning Board had no objection to supporting a CO for buildings#3 and#4 regarding the approved site plan at 11900 Oregon Road. We will have official correspondence down-to you tomorrow since Jess is out today. Thank you, Brian Brian A. Cummings,Town Planner 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 (631)765-1938 1 DAA GIVIE •on DiGlovannl and Associates Architects 26 preston avenue El sea cliff,ny 11579 A U G 3 0 2022 (516)671-3624 fax(516)759-7138 email DAA93@msn.com BUILDING DEFT. TOWN OF SOIUTHOLD August 29,2022 Town of Southold Building Department 54375 Main Road Southold,NY 11971 Re: Unit to Go-Building 3 (1 story-9,000 sf) Permit 45132 11900 Oregon Rd Cutchogue,NY 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 a class A flame spread rating(10)and has a UL design number UL723. Contact me with any questions (SPED ARC R �6 DIG/p y/T�C1 Z q� 18169 Davi ,RA,.aia TOSouthold Building 3-829.22 I DAA • • DiGiovanni and Associates Architects 26 preston avenue sea cliff,ny 11579 (516)671-3624 fax(516)759-7138 email DAA93@msn.com August 29,2022 Town of Southold Building Department 54375 Main Road Southold,NY 11971 Re: Unit to Go-Building 3 (1 story- 9,000 sf) Permit 45132 11900 Oregon Rd Cutchogue,NY 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. Contact me with any questions Res C, OG fi Z —I .9 Da % 'ova ,.aia F NEW Y n. TOsouthold Building 3-8.29.22 1 e23 r - ; 3 e L1513 2 08/24/2022 13:03 ID:RICHARD Customer Activity Report All Activity Include Test Signals UNIT 2 GO/Fire Customer ID:63002688 08/24/2022 00:00:00 Thru 08/24/2022 23:59:59 [Customer's Local Time Zone] 63002688 UNIT 2 GO/Fire 11900 OREGON ROAD (631)734-2166 Cutchogue NY 11935 Date Day Time Log Description 08/24/2022 Wed 00:56:12 Periodic Test(System: 1 Area: 1) 00:56:29 Periodic Test(System: I Area: 1) 09:56:38 Temp On Test-Entered ID: 1103282-09:56 to 16:56,24 Aug-Whole Customer Reason: 'On- test from BoldNet Mobile' 09:56:38 Temp On Test-Started ID: 1103282-09:56 to 16:56,24 Aug-Whole Customer Reason: 'On- test from BoldNet Mobile' 09:56:41 On Test Started'On Test Started[ID: 1103282,Whole System(On-test from BoldNet Mobile)]' 10:11:02 Bell 1 Trouble'BELL CIRCUIT TROUBLE/RESET' 10:11:04 Fire Pullstation'BLDG 3 NORTH HALL PULL STATION' 10:11:48 Fire Smoke'BLDG 3 NORTH HALL SMOKE' 10:12:27 Fire Smoke'BLDG 3 MID HALL SMOKE' 10:12:28 Fire Smoke'BLDG 3 EAST HALL SMOKE' 10:12:31 Fire Pullstation'BLDG 3 MID HALL PULL STATION' 10:13:35 Fire Smoke'BLDG 3 SOUTH HALL SMOKE' 10:13:37 Fire Pullstation'BLDG 3 SOUTH HALL PULL STATION' 10:14:09 Fire Smoke Restore'BLDG 3 NORTH HALL SMOKE' 10:14:11 Fire Pullstat Restor'BLDG 3 NORTH HALL PULL STATION' 10:14:15 Fire Pullstat Restor'BLDG 3 MID HALL PULL STATION' 10:14:18 Fire Pullstat Restor'BLDG 3 SOUTH HALL PULL STATION' 10:14:22 Fire Smoke Restore'BLDG 3 MID HALL SMOKE' 10:14:25 Fire Smoke Restore'BLDG 3 EAST HALL SMOKE' 10:14:29 Fire Smoke Restore'BLDG 3 SOUTH HALL SMOKE' 10:14:33 Bell 1 Trouble'BELL CIRCUIT TROUBLE/RESET' 10:14:36 Bell 1 Trouble Resto(System: 1 Area: 1) 10:14:39 Bell 1 Trouble Resto(System: 1 Area: 1) 12:07:50 Contact Password Verified(All Star Electronics) 13:01:23 -???-Result:Contacted 13:01:31 Contact Password Verified(All Star Electronics) Customer Activity Report Page 1/1 i Trachte Building Systems, Inc. Project Calculations Per 2020 Building Code of New York State Martin Kosmynka Cutchoque, NY TBS Plan Number: P52167 11/23/2021 Table of Contents Building 3 &4 Pages A1 —A7 Building 5 & 6'— 12ft Bay Pages B 1 —B7 Building 5 &,6— 14ft Bay Pages C 1 —C7 Building 5 & 6— 16ft Bay Pages D1 —D7 Prepared By Shaughn P. Dean Reviewed By CO HObyq�p'p� r I Howard 1.12.27 CFO 095 12 �� :15:25-06'00' ��'ES SIO��'�, / r TRACHTE BUILDING SYSTEMS, INC. PROJECT CALCULATIONS CUSTOMER:="Martin Kosmynka" PREPARED—BY="Shaughn P.Dean" LOCATION:="Cutchoque,NY" REVIEWED—BY PLAN NUMBER="P52167" BUILDING "3&4" CODEBODY="2020 Building Code of New York State" BUILDING DESCRIPTION BAY WIDTH bay:= 10ft PURLIN BRIDGING PBridging :_"no" ROOF PITCH Rpitch:=0•25 In BUILDING HEIGHT height:= 10ft+4in ROOF MATERIAL Roof:_"SSR" ft BUILDING WIDTH width:=60ft PURLIN SPACING Pspace:=5ft ROOF ANGLE A= 1.19•deg BUILDING LENGTH length 200ft INT.PARTITION PANEL Ptpanel="yes" ROOF TYPE Type:_"Gable" FLOOR TO FLOOR lower:=Oft INT.LATERAL BRIDGING Bridge:="no" RISK CATEGORY UseGroup:_"I" Use"I"or"II" FOUNDATION SLOPE Fndslope 0% SNOW LOAD SEISMIC LOAD GROUND SNOW LOAD Pg :=25psf ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE SNOW EXPOSURE CATEGORY Emow="C" BUILDING FRAME SYSTEM BFS="Light Frame Wall w/Shear Panels" SNOW IMPORTANCE FACTOR IS=0.8 SEISMIC SITE CLASS Siteclass="D" THERMAL FACTOR Ct:= 1.2 SHORT PERIOD SPECTIAL ACC. SS=0.177 SNOW EXPOSURE Exp="Partial" 1 SECOND PERIOD SPECTRAL ACC. SI 0.05 ROOF LIVE LOAD Lr:=20psf FLAT ROOF SNOW LOAD Pf= 17•psf SPECTRAL RESPONSE ACC. SDS= 0.19 UNBALANCE SNOW LOAD Punbalanced = 17•psf SPECTRAL RESPONCE ACC. SDI = 0.08 SNOW LOAD USED IN DESIGN PS= 17•psf RESPONSE FACTOR' Response=6.5 RAIN SURCHARGE RainSurcharge= 0•psf SEISMIC DESIGN CATEGORY SeismicDC="B" WIND LOAD SEISMIC RESPONSE COFFICIENT Cs=0.03 WIND VELOCITY Vult 119mph Vasd 92•mph SOILS REPORT REQUIRED Soilstest="No" = WIND EXPOSURE CATEGORY Ewind="C" EDGE STRIP WIDTH a=4.13ft DEAD LOAD COMPONENTS AND CLADDING (Method 2) ROOF DEAD LOAD DR= 13•psf ENDWALL GIRT FEG=33•psf PARTITION DEAD LOAD Dp=3•psf SIDEWALL GIRT FSG=32•psf ADDITIONAL LONG.DEAD LOAD DL=0•psf PURLIN Fpurlin=— P 29 sf ADDITIONAL TRANS,DEAD LOAD DT=0•psf MAIN WIND FORCE(Method 2) BASE SHEAR LONGITUDINAL TRANSVERSE WALL (Suction and Pressure) FW=22.53•psf SEISMIC Vas=3538lb VT,= 1771b ROOF FR=8•psf WIND Vow=4149lb VT,= 8971b ANCHOR INFORMATION EDGE DISTANCE EdgeDistance:=3 P52167-3 4.xmcd Al 11/22/2021 / r CONCRETE STRENGTH Concrete:=2500 4)N:=0.65 Table 3-ESR-3889 TVs:=0.60 Table 4-ESR-3889 d'Vc:=0.70 Table 4-ESR-3889 do .375 0.375in do .5:=0.5in nominal anchor diameter(table 1 ESR 3889) hef.375 =1.33in hef.375_3 =1.75in hef.5_2.5 1.75in hef.5_3.5 2.17in effective embedment(table 1 ESR 3889) cac_.375 5.Oin cac_.375_3 6.3in cac_4_2.5 Min cac_.5_3.5 5.9in critical edge distance(table 1 ESR 3889) '*cn 1.0 modification factor for cracked and uncraked concrete(tabel 4 ESR 388! kc=17 effectiveness factor for cracked concrete(table 4 ESR 3889) Np:=Okip characteristic pulout strength,cracked concrete(table 4 ESR 3889) 1e_.375 1.33in 1e_.375_3 = 1.75in le_5_2.5 1.75in le_.5_3.5 2.17in load bearing length of anchor(table 4 ESR 3889) Nsa_.375 8.730kip Nsa_.5 20.475kip steel strength in tension(table 3 ESR 3889) Vsa .375 3.465kip Vsa .5 8.860kip steel strength in shear(table 4 ESR 3889) Corner Anchor nc= 1 number of bolts at column cal c:=2.75in distance between bolts from edge 2 s1 c Gin distance between bolts along edge 1 cat c:=2.75in distance of bolts from edge 1 s2 c:=gin distance between bolts along edge 2 eN c=Gin distance from resultant tendon load to centroid of anchors in tension e„ c=Gin distance from sultant shearload to centroid of anchors in shear Exterior Anchor ne:=2 number of bolts at column cal e =2.75in distance between bolts from edge 2 s1 a:=Gin distance between bolts along edge 1 cat a := 100in distance of bolts from edge 1 s2 a:=5in distance between bolts along edge 2 eN a;=pin distance from resultant tendon load to centroid of anchors in tension eve:=Gin distance from sultant shear I oad to centroid of anchors in shear Interior Anchor ni:= 1 number of bolts at column cal i :=100in distance between bolts from edge 2 s1 ;=Gin distance between bolts along edge 1 Cat-; := 100in distance of bolts from edge 1 s2 ;=Gin distance between bolts along edge 2 eN ;:=Gin distance from resultant tendon load to centroid of anchors in tension e„ ; =Gin distance from sultant shear load to centroid of anchors in shear P52167-3 4.xmcd A2 11/22/2021 i i � �i 0 2 �5� ANCHOR FORCE SUMMARY SHEAR UPLIFT WIND/LONGITUDINAL/INTERIOR Vwil=29lb Nw;;_-51 lb WIND/LONGITUDINAL/EXTERIOR Vwel= 106lb Nwel= 109lb WIND/TRANSVERSE/INTERIOR Vwtt=27lb Nwit=-320lb WIND/TRANSVERSE/EXTERIOR Vwet=299lb Nwet=-51b SEISMIC/LONGITUDINAL/INTERIOR Vsil= 140lb Nsi;_-469lb SEISMIC/LONGITUDINAL/EXTERIOR Vsel = 1401b Nsel =-16lb SEISMIC/TRANSVERSE!INTERIOR Vsit= 10lb Nsit=-906lb SEISMIC/TRANSVERSE/EXTERIOR Vset= 1121b Nset=-395lb ULTIMATE LOADS FOR ANCHORS Tension(Interior) Tension(E)Qerior) Shear(Interior) Shear(Exterior) Tension,=847.44lb Tensionx= 1316.031b Shear,=912.63lb Shearx= 1247.4lb Bolt Intleratction Check Applied Uplift/Tension+Applied Shear/Shear<1.2 Longitudinal Transverse InteriorAnchors Wind Anchor; wl= 0.03 Wind Anchor) ,t= 0.03 Siesmic Anchori sl= 0.15 Siesmic Anchori st= 0.01 BderiorAnchors Wind Anchore,,,A=0.168 Wind Anchore wt=0.24 Siesmic Anchore-s;= 0.11 Siesmic Anchore-st= 0.09 CormerAnchors Wind Anchors wl=0.21 Wind Anchors wt=0.21 Siesmic Anchors sl =0 Siesmic Anchore st=0 ANCHOR Interior Anchor;_"3/8"x 2.5 Exterior Anchore="3/8"x 2.5 P52167-3— A3 4.xmcd 11/22/2021 PANEL CHECK PANEL CAPACITY Vall= 53•plf LONGITUDINAL SHEAR PANEL REQUIRED Panell-engthL=78.29ft LONG ITUDINALSHEAR PANEL Panels= 160ft TRANSVERSE SHEAR PANEL REQUIRED PanelLengthT= 16.93ft TRANSVERSE SHEAR PANEL PanelT=60 ft LONGITUDINAL SHEAR WALL PanelCheckL="ok" (IF PANEL CHECK IS"OK"NO STRAP BRACES REQUIRED FOR LATERAL FORCE RESISTING SYSTEM BUTSTRAPS TRANSVERSE SHEAR WALL PanelCheckT="ok" MAYBE REQUIRED FOR ANCHORING) STRAP BRACES(IF REQUIRED) LONGITUDINAL StrapsL= 0 TRANSVERSE StrapsT= 0 Allowable Tension in Strap Ta=2470.061b GAUGE OF STRAP Gage= 16 STRAP WIDTH ws=2-in Longitudinal Strap Angle BraceangleL=45.94•deg Trans\erse Strap Angle BraceangleT=45.94•deg I Longitudinal Tension on Strap TL:=i PanelCheckL ="ok",0, max(VLs,VLw) cos(BraceangleL) TL=Olb 1 TranseerseTension on Strap TT i PanelCheckT="ok",0, max(VTs,VTw) cos(BraceangleT)) TT=Olb COMPRESSION M V� UT" EMBER OR OR VL, VTw height Uplift T Braces"9,� Br <<1 V L �� I I Bra eeq"9,e bay P (Note:Compression member to be designed seperately,see additional calculations. Compression memeber needed only when StrapsT>0) \ P52167-3_4.xmcd A4 11/22/2021 t ` INPUT VALUES PURLIN BRIDGING SPACING PurlinBridgeSpace= 60 DEPTH OF PURLIN webp=9 7,9, 11 or 12 HEIGHT OF HORIZONTAL BRACING BridgeHeight=5.48ft JAMB SUPPORT StubPostJ :_"no" WIDTH OF INTERIOR COLUMN webs=3.5 CORNER COLUMN UNBRACED LENGTH(y&t) Cbrace =2.58ft SIDE WALL COLUMN webs:=3.5 ColumnNumbersw=2 SIDEWALL GIRT webs=webs GirtNumber:=1 END WALL COLUMN webE:=3.5 ColumnNumberEw=2 ENDWALL GIRT webE:=webE EGirtNumber:= 1 END CLOSET COLUMN(JAMB) webEwc:=3.5 ColumnNumberEwc= 1 (Use either 3.5 or 5.5 for the width of Side Wall, END CLOSET COLUMN(HDR) webE :=3.5 ColumnNumberEc:= 1 End Wall or End Closet Columns) STUB POST HEADER(L) webH 9 5.5",9",10"or17 MemberSHL= 1 STUB POST HEADER(S) webHs:=5.5 5.5",9",10"or12" MemberSHS 1 LOAD COMBINATIONS LC1 =D+MAX(S,Lr) EQUATION 16-10 LC2=D+MAX(.75S,.75Lr) EQUATION 16-11 LC3=D+MAX(.6W,.7E) EQUATION 16-12 LC4=D+..45W+MAX(.75S,.75Lr) EQUATION 16-13 LC5=D+..525E+.75S EQUATION 16.14 LC6=.6D+MAX(.6W,.7E) EQUATION 1&-15 EQUATION 16.16 PURLIN INFORMATION PURLIN LOADS UNIFORM LOAD END REACTION MOMENT LC1 wpudinl = 165•plf Rpudinl = 8251b Mpudint =2062lb•ft LC4 wPudin4= 164•pif Rpudin4= 8181b Mpudin4=2046lb•ft LC6 wPudin6 =—49•plf Rpudin6 =—243lb Mpudin6=—607lb•ft LC6 wPudin6e=—78•plf Rpudin6ea=—3391b Rpudin6eb=—2681b Mpudin6e=—975lb•ft PURLIN MemberpR="9 x 16ga,50ksi Cee Puriin" IntpR=0.536 LXpR= 118.5•in LypR= 118.5•in LLtpR= 118.5•in LyPR_neg= 118.5•in LtPR_neg= 118.5•in STUB POST HEADERS STUB POST HEADER LOADS REACTION MOMENT LC1 RHO = 825Ib MHt =4125lb•ft LC4 RH4 = 8181b MH4=4092lb•ft LC5 RH6 =—2431b MH6=—1215lb•ft MEMBER SIZES INTERACTION LENGTH STUB POST HEADERS MemberH= "9 x 3.2 x 16ga 50 ksi Stub Header" IntH= 0.894 Headerl-ength= 10 ft STUB POST HEADER BRACING LxH= 120•in LyH= 120•in LtH= 120•in SMALL STUB POST HEADERS MemberHs="5.5 x 3.2 x 18ga 33 ksi Stub Header" IntHs=0.703 SHLength =5ft SMALL STUB POST HEADER BRACING LxHs= 60•in LyHs= 60•in LtHs= 60•in P52167-3— A5 4.xmcd 11/22/2021 t ` INTERIOR COLUMNS INTERIOR COLUMN LOADS AXIAL LOAD MOMENT LC1 PI1 = 1650lb M11 = 0 LC3 P13= 1051 lb M13= 0 LC4 P14= 1701 lb M14=281.45lb•ft (Moment due to 5 psf horizontal load) LC5 P15= 1473lb M15=281.45lb•ft MEMBER SIZES INTERACTION INTERIOR COLUMN Member,_"3.63 x 2 x 14ga,50 ksi Interior Column" Intl=0.819 INTERIOR COLUMN BRACING Lx,= 123•in Ly,= 12•in Lt,= 123•in JAMBS JAMB LOADS AXIAL LOAD MOMENT LC1 PJamb1 =8251b NA LC3 PJamb3a = 6061b MJamb3a = 124lb•ft LC3 PJamb3b = 5681b NA LC4 Pdamb4 =911lb MJamb4=93lb•ft LC5 PJamb5=822lb NA JAMB UNIFORM LOAD Swiamb= 173•plf WEWJamb =98•plf JAMB APPLIED MOMENT JambMoment= 124lb•ft EWJambMoment= 108lb•ft JAMB AXIAL LOAD PJamb1 =8251b JAMB MOMENT CAPACITY Mjambcap= 971 Ib•ft JAMB AXIAL CAPACITY Pjambcap= 5691 lb JAMB CHECK JambCheck="ok" EWJambCheck="ok" MEMBER SIZES END WALL HEADER MOMENT CAPACTIY EWheadermomenallt=2922lb ft END WALL HEADERAPPLIED MOMENT EWhedermomentapp =2062.51b•ft LARGE END WALL HEADER CHECK EWheader checkl6="16in EW Header O.K." EWheader check22="22in EW Header O.K." SIDE WALL COLUMNS SIDE WALL LOADS AXIAL SIDE WALL MOMENT LC1 PSW1 = 8251b MSW=Olb•ft LC3 P8VV3= 6061b LC4 P3W4= 911lb MEMBER SIZES INTERACTION SIDE WALL COLUMN MembersW="3.63 x 1.5 x 18ga 33 ksi Column" IntsW=0.316 SIDE WALL COLUMN BRACING Lxs= 124•in Lys= 31-in Lts= 31-in P52167-3 4.xmcd A6 11/22/2021 e END WALL COLUMNS END WALL LOADS AXIAL LOAD UNIFORM LOAD MOMENT LC1 PEW1 = 8251b NA NA LC3 PEWS=6061b WEW3= 68•plf MEWS= 1014lb•ft LC4 PEW4= 911 lb wEW4=51•pIf MEW4=761 Ib•ft MEMBER SIZES INTERACTION END WALL COLUMN MemberEW="3.63 x 1.5 x 16ga 50 ksi Column" IntEW=0.757 END WALL COLUMN BRACING LxE= 123•in LyE=39•in LtE=39•in GIRTS GIRT LOADS UNIFORM LOAD END REACTION MOMENT SIDE WALL GIRT IN MID ZONE wGS=49•plf RGS=245lb MGS=613lb•ft SIDE WALL GIRT IN END ZONE wGS,=59•plf RGSe=293lb MGSe=733lb•ft GIRT IN MIDZONE WGE= 63•plf RGE= 3141b MGE= 1961b•ft GIRT IN END ZONE WGEe=76•plf RGSe= 3821b MGSe=239lb•ft MEMBER SIZES INTERACTION SIDE WALL GIRT(MID) MemberGS="3.5 x 1.75 x 16ga 50 ksi Girt" IntGS=0.576 END WALL GIRT(END) MemberGS="3.5 x 1.75 x 18ga 33 ksi Girt" IntGE=0.354 SIDE WALL GIRT BRACING LxG= 119•in LyG= 12•in LtG= 119•in END WALL GIRT BRACING LXGE= 59•in LyGE= 12•in. LtGE=59•in STUDS STUD SPACING StudSpacing = 16•in STUD LOADS UNIFORM LOAD MOMENT SIDE WALL STUD IN MID ZONE WStud=26•plf MStud=3521b•ft SIDE WALL STUD IN END ZONE WSW& = 32•plf MStude=431 Ib•ft MEMBER SIZES INTERACTION SIDE WALL STUD MemberStud="3.625 x 2 x 20ga 33 ksi Stud" Intstud =0.748 SIDE WALL STUB BRACING LxStud= 124•in LyStud=31•in LtStud= 31•in FOUNDATION INFORMATION INTERIOR COLUMN REACTIONS GRAVITY Pdown_intedor= 1701 lb UPLIFT Pup_int=Olb EXTERIOR COLUMN REACTIONS GRAVITY Pdown_exterior=911 lb UPLIFT Pup_ext=41 lb ALLOWABLE BEARING PRESSURE BearingPressure= 1500•psf SLAB THICKNESS Slab=4.5•in PAD WIDTH PadW="na"-in PAD DEPTH PadD="na"-in P52167-3— A7 4.xmcd 11/22/2021 . TRACHTE BUILDING SYSTEMS, INC. PROJECT CALCULATIONS CUSTOMER:="Martin Kosmynka" PREPARED—BY="Shaughn P.Dean" LOCATION:_"Cutchoque,NY" REVIEWED—BY PLAN NUMBER="P52167" BUILDING:="5&6" CODEBODY="2020 Building Code of New York State" BUILDING DESCRIPTION BAY WIDTH bay:=12ft PURLIN BRIDGING PBridging="no" ROOF PITCH Rpitch 0.25 l BUILDING HEIGHT height:= 11ft+47in ROOF MATERIAL Roof "SSR" ft BUILDING WIDTH width:=60ft PURLIN SPACING P 5ft space�_ ROOF ANGLE 6= 1.19•deg BUILDING LENGTH length:=200ft INT.PARTITION PANEL PIpanel "yes" ROOF TYPE Type:="Gable" FLOOR TO FLOOR lower:=Oft INT.LATERAL BRIDGING Bridge="no" RISK CATEGORY UseGroup:_"I" Use"I"or"II" FOUNDATION SLOPE Fndslope 0% SNOW LOAD SEISMIC LOAD GROUND SNOW LOAD Pg :=25psf ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE SNOW EXPOSURE CATEGORY Esnow "C° BUILDING FRAME SYSTEM BFS="Light Frame Wall w/Shear Panels" SNOW IMPORTANCE FACTOR IS= 0.8 SEISMIC SITE CLASS Site "D" dass THERMAL FACTOR Ct'1.2 SHORT PERIOD SPECTIAL ACC. SS:=0.177 SNOW EXPOSURE Exp "Partial" 1 SECOND PERIOD SPECTRAL ACC. S1 :_0.05 ROOF LIVE LOAD Lr:=20psf FLAT ROOF SNOW LOAD Pf= 17•psf SPECTRAL RESPONSE ACC. SDS=0.19 UNBALANCE SNOW LOAD Punbalanced = 17•psf SPECTRAL RESPONCE ACC. SDI = 0.08 SNOW LOAD USED IN DESIGN PS= 17•psf RESPONSE FACTOR Response=6.5 RAIN SURCHARGE RainSurcharge= 0•psf SEISMIC DESIGN CATEGORY SeismicDC="B" WIND LOAD SEISMIC RESPONSE COFFICIENT Cs= 0.03 WIND VELOCITY Vult:= 119mph Vasd 92•mph SOILS REPORT REQUIRED Soilstest="No" = WIND EXPOSURE CATEGORY Ewind="C" EDGE STRIP WIDTH a=4.53ft DEAD LOAD COMPONENTS AND CLADDING (Method 2) ROOF DEAD LOAD DR= 13•psf ENDWALL GIRT FEG= 32•psf PARTITION DEAD LOAD Dp=3•psf SIDEWALL GIRT FSG= 31•psf ADDITIONAL LONG.DEAD LOAD DL=0•psf PURLIN Fpudin=— P 29 sf ADDITIONAL TRANS,DEAD LOAD DT= 0•psf MAIN WIND FORCE(Method 2) BASE SH EAR LONGITUDINAL TRANSVERSE WALL (Suction and Pressure) FW=22.53•psf SEISMIC As=3538lb VT,=212lb ROOF FR=8.psf WIND Vt_w=4550lb VT,= 1181 lb ANCHOR INFORMATION EDGE DISTANCE EdgeDistance=3 P52167-5_6-12ft.xmcd B1 11/23/2b21 CONCRETE STRENGTH Concrete=2500 4)N:=0.65 Table 3-ESR-3889 4VS:=0.60 Table 4-ESR-3889 4)Vc:=0.70 Table 4-ESR-3889 do .375 0.375in do .5=0.5in nominal anchor diameter(table 1 ESR 3889) hef.375 =1.33in hef.375_3 1.75in hef.5- 1.75in hef.5_3.5 2.17in effective embedment(table 1 ESR 3889) Cac .375 5.Oin Cac .375 3 6.3in Cac .5 2.5 Min Cac .5 3.5 5.9m critical edge distance(table 1 ESR 3889) 'Oc„ 1.0 modification factor for cracked and uncraked concrete(tabel 4 ESR 388! kc:=17 effectiveness factor forcracked concrete(table 4 ESR 3889) Np:=Okip characteristic pulout strength,cracked concrete(table 4 ESR 3889) le .375 1.33in le .375 3 = 1.75in le .5 2.5 1.751n le .5 3.5 2.17in load bearing length of anchor(table 4 ESR 3889) Nsa .375 8.730kip Nsa .5 20.475kip steel strength in tension(table 3 ESR 3889) Vsa .375 3.465kip Vsa .5 8.860kip steel strength in shear(table 4 ESR 3889) Corner Anchor nc 1 number of bolts at column cal c:=2.75in distance between bolts from edge 2 s1 c:=Gin distance between bolts along edge 1 Cat c 2.75in distance of bolts from edge 1 s2 c=Gin distance between bolts along edge 2 eN c=Gin distance from resultant tendon load to centroid of anchors in tension e„ c=Gin distance from sultant shear load to centroid of anchors in shear Exterior Anchor ne:=2 number of bolts at column cal-, :=2.75in distance between bolts from edge 2 s1 e=tin distance between bolts along edge 1 Cat-, = 100in distance of bolts from edge 1 s2 a:=5in distance between bolts along edge 2 eN a pin distance from resultant tendon load to centroid of anchors in tension eve:=Gin distance from sultant shearload to centroid of anchors in shear Interior Anchor ni:= 1 number of bolts at column cal i = 100in distance between bolts from edge 2 s1 i:=pin distance between bolts along edge 1 cat i =100in distance of bolts from edge 1 s2 i=pin distance between bolts along edge 2 eN i:=Gin distance from resultant tendon load to centroid of anchors in tension e„ i :=Gin distance from sultant shear Ioad to centroid of anchors in shear P52167-5 6-12ft.xmcd B2 11/23/2021 �P i i ANCHOR FORCE SUMMARY SHEAR UPLIFT WIND/LONGITUDINAL/INTERIOR Vw;l= 15lb Nw;;_—255lb WIND/LONGITUDINAL/EXTERIOR Vwel= 117lb Nwel=—63lb WIND/TRANSVERSE/INTERIOR Vwit= 36lb Nit=—3841b WIND/TRANSVERSE/EXTERIOR Vwet=394lb Nwet= 31 lb SEISMIC/LONGITUDINAL/INTERIOR Vsil= 67lb Ns;l=—895lb SEISMIC/LONGITUDINAL/EXTERIOR Vsel =67lb Nsel =—3521b SEISMIC/TRANSVERSE/INTERIOR Vsit= 12lb Ns;t=—1087lb SEISMIC/TRANSVERSE/EXTERIOR Vset= 1351b Nset=—4671b ULTIMATE LOADS FOR ANCHORS Tension(Interior) Tension(E)dedor) Shear(Interior) Shear(Exterior) Tension,=847.44lb Tensionx= 1316.031b Shear,=912.63lb Shearx= 1247.4lb Bolt Interatction Check Applied Uplift/Tension+Applied Shear/Shear<1.2 Longitudinal Transverse InteriorAnchors Wind Anchor, wl= 0.02 Wind. Anchor, M=0.04 Siesmic Anchore_sl=0.07 Siesmic Anchor_st=0.01 EideriorAnchors Wind Anchore wl= 0.094 Wind Anchore_,,, =0.34 Siesmic Anchore_s;= 0.05 Siesmic Anchore_st=0.11 CormerAnchors Wind Anchor,wl=0.26 Wind Anchor,wt=0.26 Siesmic Anchore sl=0 Siesmic Anchorc_st=0 ANCHOR Interior Anchor;_"3/8"x 2.5 Exterior Anchore="3/8"x 2.5" P52167-5-6-12ft.xmcd B3 11/23/2021 PANEL CHECK PANEL CAPACITY Vall=53•plf LONGITUDINAL SHEAR PANEL REQUIRED Panell-engthL= 85.85ft LONGITUDINALSHEAR PANEL PanelL=400ft TRANSVERSE SHEAR PANEL REQUIRED Panell-engthT=22.28ft TRANSVERSE SHEAR PANEL PanelT=60ft LONGITUDINAL SHEAR WALL PanelCheckL= "ok° (IF PANEL CHECK IS"OK NO STRAP BRACES REQUIRED FOR LATERAL FORCE RESISTING SYSTEM BUT STRAPS TRANSVERSE SHEAR WALL PanelCheckT="ok" MAYBE REQUIRED FOR ANCHORING) STRAP BRACES(IF REQUIRED) LONGITUDINAL StrapsL= 0 TRANSVERSE StrapsT= 0 Allowable Tension in Strap Ta=2470.061b GAUGE OF STRAP Gage= 16 STRAP WIDTH ws=2-in Longitudinal Strap Angle BraceangleL=43.36•deg Transeerse Strap Angle BraceangleT=48.58•deg Longitudinal Tension on Strap TL:=i PanelCheckL = "ok",0, max(VLs,VLw) cos(BraceangleL) TL= Olb 1 Trans\erseTension on Strap TT:=i PanelCheckT="ok",0, max(VTs'VTw) cos(BraceangleT) TT=Olb COMPRESSION MEMBER V, VT. OR OR V"v VTw height Uplift T Brace—g,, L 'I - Br a""qa v h -1 I, _I Bracew,,, bay P P (Note:Compression memberto be designed seperately,see additional calculations. Compression memeber needed only when StrapsT>0) P52167-5 6-12ft.xmcd B4 11/23/2021 INPUT VALUES PURLIN BRIDGING SPACING PurlinBddgeSpace=72 DEPTH OF PURLIN webp:=9 7,9, 11 or 12 HEIGHT OF HORIZONTAL BRACING BridgeHeight=5.98ft JAMB SUPPORT StubPostJ ="no" WIDTH OF INTERIOR COLUMN web,:=3.5 CORNER COLUMN UNBRACED LENGTH(y&t) Cb,, =2.83ft SIDE WALL COLUMN webs:=3.5 ColumnNumbersW:=2 SIDEWALL GIRT webs:=webs GirtNumber:= 1 END WALL COLUMN webE:=3.5 ColumnNumberEW:=2 ENDWALL GIRT webE=webE EGirtNumber:= 1 END CLOSET COLUMN(JAMB) webEWO 3.5 ColumnNumberEWO 1 (Use either 3.5 or 5.5 for the width of Side Wall, END CLOSET COLUMN(HDR) webEC:=3.5 ColumnNumberEc:= 1 End Wall or End Closet Columns) STUB POST HEADER(L) webH=9 5.5",9",10"or 12" MemberSHL:= 1 STUB POST HEADER(S) webHS=5.5 5.5",Y%10"or 17 MemberSHS:= 1 LOAD COMBINATIONS LC1 =D+MAX(S,Lr) EQUATION 16.10 LC2=D+MAX(.75S,.75Lr) EQUATION 16.11 LC3=D+MAX(.6W,.7E) EQUATION 1&-12 LC4=D+..45W+MAX(.75S,.75Lr) EQUATION 16-13 LC5=D+..525E+.75S EQUATION 16-14 LC6=.6D+MAX(.6W,.7E) EQUATION 16-15 EQUATION 16-16 PURLIN INFORMATION PURLIN LOADS UNIFORM LOAD END REACTION MOMENT LC1 wpudinl = 165•plf Rpudinl =9901b Mpudinl =2970ft•lb LC4 wPudin4= 163•plf Rpudin4=9791b MPudin4=2938 ft•lb LC6 wPudin6 =—48•pIf Rpudin6 =—2881b MPudin6=—864ft•lb LC6 wPudin6e=—74•plf Rpudin6ea=—3821b Rpudin6eb=—3101b Mpudin6e=—1325ft•lb PURLIN MemberpR="9 x 16ga,50ksi Cee Purlin" IntpR= 0.969 LXPR= 142.5•in LyPR= 142.5•in LtPR= 142.5•in LyPR_neg= 142.5•in LtPR_neg= 142.5 in STUB POST HEADERS STUB POST HEADER LOADS REACTION MOMENT LC1 RHl = 9901b MH1 =4950ft•lb LC4 RH4 =9791b MH4 =4897ft•lb LC5 RH6=—2881b MH6 =—1439ft•lb MEMBER SIZES INTERACTION LENGTH STUB POST HEADERS MemberH="9 x 3.2 x 14ga 50 ksi Stub Header" IntH= 0.856 Headerl-ength= 10 ft STUB POST HEADER BRACING LxH= 120•in LyH= 120•in LtH= 120•in SMALL STUB POST HEADERS MemberHs="5.5 x 3.2 x 18ga 33 ksi Stub Header" IntHs= 0.844 SHLength=5ft SMALL STUB POST HEADER BRACING LxHs= 60•in LyHs= 60•in LtHs= 60•in P52167-5-6-12ft.xmcd B5 11/23/2021 INTERIOR COLUMNS INTERIOR COLUMN LOADS AXIAL LOAD MOMENT LC1 P11 = 1980lb M11 = 0 LC3 P13= 1146lb M13=0 LC4 P14= 1954 lb M14=335.16 ft•lb (Moment due to 5 psf horizontal load) LC5 P15= 1636lb M15=335.16ft•lb MEMBER SIZES INTERACTION INTERIOR COLUMN Member,_"3.63 x 2 x 12ga,50 ksi Interior Column" Intl= 0.590 INTERIOR COLUMN BRACING Ley= 135•in Ly,= 12•in Lt,= 135•in JAMBS JAMB LOADS AXIAL LOAD MOMENT LC1 PJamb1 =9901b NA LC3 PJamb3a =6681b MJamb3a = 175ft•lb LC3 PJamb3b =5071b NA LC4 PJamb4 = 1048 Ib MJamb4= 131 ft•lb LC5 PJamb5=8561b NA JAMB UNIFORM LOAD SWjamb=204•pif WEWJamb = 97-plf JAMB APPLIED MOMENT JambMoment= 175ft•lb EWJambMoment= 125ft•lb JAMB AXIAL LOAD PJamb1 =9901b JAMB MOMENT CAPACITY Mjambcap=971 ft•lb JAMB AXIAL CAPACITY Pjambcap= 5691 lb JAMB CHECK JambCheck="ok" EWJambCheck="ok" MEMBER SIZES END WALL HEADER MOMENTCAPACTIY EWheadermomenailt=3507ft•lb ENDWALL HEADERAPPLIED MOMENT EWhedermomentapp =2970ft•lb LARGE END WALL HEADER CHECK EWheader check16="16in EW Header O.K." EWheader check22="22in EW Header O.K." SIDE WALL COLUMNS SIDE WALL LOADS AXIAL SIDE WALL MOMENT LC1 P3W1 =9901b MSw= Oft-lb LC3 P8W3= 6681b LC4 PSW4= 1048lb MEMBER SIZES INTERACTION SIDE WALL COLUMN MemberSW="3.63 x 1.5 x 18ga 33 ksi Column" IntSW=0.388 SIDE WALL COLUMN BRACING Lxs= 136•in Lys= 34•in Lts=34•in P52167-5 6-12ft.xmcd B6 11/23/2021 ENDWALL COLUMNS END WALL LOADS AXIAL LOAD UNIFORM LOAD MOMENT LC1 PEW1 = 9901b NA NA LC3 PEWS= 6681b wEW3=68•plf MEWS= 1208 ft•lb LC4 PEW4= 1048lb wEW4=51•plf MEW4=906ft•lb MEMBER SIZES INTERACTION END WALL COLUMN MemberEw="3.63 x 1.5 x 16ga 50 ksi Column" IntEw=0.965 END WALL COLUMN BRACING LxE= 135•in LyE=42•in LtE=42•in GIRTS GIRT LOADS UNIFORM LOAD END REACTION MOMENT SIDE WALL GIRT IN MID ZONE wGS=53•plf RGS=3171b MGS=950ft•lb SIDE WALL GIRT IN END ZONE wGS,= 62•plf RGSe= 375lb MGS,= 1124ft•lb GIRT IN MID ZONE wGE= 67•plf RGE=404lb MGE=211 ft•lb GIRT IN END ZONE wGEe=82•plf RGSe=491 lb MGE,=256ft•lb MEMBER SIZES INTERACTION SIDE WALL GIRT(MID) MemberGS="3.5 x 1.75 x 16ga 50 ksi Girt" IntGS= 0.882 END WALL GIRT(END) MemberGS="3.5 x 1.75 x 18ga 33 ksi Girt" IntGE= 0.379 SIDE WALL GIRT BRACING LxG= 143•in LyG= 12•in LtG= 143•in END WALL GIRT BRACING LxGE= 59•in LyGE= 12•in LtGE= 59•in STUDS STUDSPACING StudSpacing= 16•in STUD LOADS UNIFORM LOAD MOMENT SIDE WALL STUD IN MID ZONE wstud=26•plf MStud=421 ft•lb SIDE WALL STUD IN END ZONE WSW& =32•plf MStude=513ft•lb MEMBER SIZES INTERACTION SIDE WALL STUD Memberstud="3.625 x 2 x 20ga 33 ksi Stud" IntStud=0.892 SIDE WALL STUB BRACING Lxstud= 136•in LyStud=34•in Ltstud=34•in FOUNDATION INFORMATION INTERIOR COLUMN REACTIONS GRAVITY Pdown_intedor= 1980lb UPLIFT Pup_int=0lb EXTERIOR COLUMN REACTIONS GRAVITY Pdown_exted,r= 1048lb UPLIFT Pup_ext=Olb ALLOWABLE BEARING PRESSURE BeadngPressure= 1500•psf SLAB THICKNESS Slab=6-in PAD WIDTH Padw="na"•in PAD DEPTH PadD="na"-in P52167-5— B7 6-12ft.xmcd 11/23/2021 TRACHTE BUILDING SYSTEMS, INC. PROJECT CALCULATIONS CUSTOMER:="Martin Kosmynka" PREPARED—BY="Shaughn P.Dean" LOCATION:="Cutchoque,NY" REVIEWED—BY PLAN NUMBER:="P52167" BUILDING:="5&6" CODEBODY="2020 Building Code of New York State" BUILDING DESCRIPTION BAY WIDTH bay:= 14ft PURLIN BRIDGING PBridging :="no" ROOF PITCH Rpitd, 0•25 In BUILDING HEIGHT height:= 11ft+An ROOF MATERIAL Roof:="SSR" ft BUILDINGWIDTH width:=60ft PURLIN SPACING Pspace:=5ft ROOF ANGLE 0= 1.19•deg BUILDING LENGTH length =200ft INT.PARTITION PANEL Ptpanel "yes" ROOF TYPE Type:_"Gable" FLOOR TO FLOOR lower:=Oft INT.LATERAL BRIDGING Bridge:="no" RISK CATEGORY UseGroup:="I" Use,,r or"11" FOUNDATION SLOPE Fndslope 0% SNOW LOAD SEISMIC LOAD GROUND SNOW LOAD Pg =25psf ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE SNOW EXPOSURE CATEGORY Esnow=.1c" BUILDING FRAME SYSTEM BFS="Light Frame Wall w/Shear Panels" SNOW IMPORTANCE FACTOR 1S= 0.8 SEISMIC SITE CLASS Sitedass="D" THERMAL FACTOR Ct'1'2 SHORT PERIOD SPECTIAL ACC. SS 0.177 = SNOW EXPOSURE Exp:="Partial' 1 SECOND PERIOD SPECTRAL ACC. S1 0.05 :_ ROOF LIVE LOAD Lr:=20psf FLAT ROOF SNOW LOAD Pf= 17•psf SPECTRAL RESPONSE ACC. SDS=0.19 UNBALANCE SNOW LOAD Punbalanced = 17•psf SPECTRAL RESPONCE ACC. SD1 =0.08 SNOW LOAD USED IN DESIGN PS= 17•psf RESPONSE FACTOR Response=6.5 RAIN SURCHARGE RainSurcharge=0•psf SEISMIC DESIGN CATEGORY SeismicDC_"B" WIND LOAD SEISMIC RESPONSE COFFICIENT Cs=0.03 WIND VELOCITY Vult 119mph Vasil 92•mph SOILS REPORT REQUIRED Soilstest="No" = WIND EXPOSURE CATEGORY E,,,And="C" EDGE STRIP WIDTH a=4.53 ft DEAD LOAD COMPONENTS AND CLADDING (Method 2) ROOF DEAD LOAD DR= 13•psf ENDWALL GIRT FEG=32•psf PARTITION DEAD LOAD Dp=3•psf SIDEWALL GIRT FSG= 31•psf ADDITIONAL LONG.DEAD LOAD DL=0•psf PURLIN Fpurlin=— P 29 sf ADDITIONAL TRANS,DEAD LOAD DT=0•psf MAIN WIND FORCE(Method 21 BASE SHEAR LONGITUDINAL TRANSVERSE WALL (Suction and Pressure) FW=22.53•psf SEISMIC Vas=3538lb VT,=248lb ROOF FR=8.psf WIND Vow=45501b VT,= 1378lb ANCHOR INFORMATION EDGE DISTANCE EdgeDistance:=3 P52167-5 6-14ft.xmcd C1 11/23/2021 CONCRETE STRENGTH Concrete:=2500 (�N:=0.65 Table 3-ESR-3889 TVs:=0.60 Table 4-ESR-3889 ('Vc=0.70 Table 4-ESR-3889 do .375=0.375in do .5 0.5in nominal anchor diameter(table 1 ESR 3889) hef.375 =1.33in hef.375 3 1.75in hef.5 2.5 1.75in hef .5 3.5 2.17in effective embedment(table 1 ESR 3889) Cac .375 =5.Oin Cac_.375_3 =6.3in Cac_.5_2.5=3.3in cac_5_3.5 5.9in critical edge distance(table 1 ESR 3889) *cn 1.0 modification factor forcracked and uncraked concrete(tabel 4 ESR 388! kc:= 17 effectiveness factor for cracked concrete(table 4 ESR 3889) Np :=Okip characteristic pulout strength,cracked concrete(table 4 ESR 3889) le .375 1.33in le .375 3 =1.75in le .5 2.5 1.75in le .5 3.5 2.17in load bearing length of anchor(table 4 ESR 3889) Nsa .375 8.730kip Nsa .5 20.475kip steel strength in tension(table 3 ESR 3889) Vsa .375 =3.465kip Vsa .5 8.860kip steel strength in shear(table 4 ESR 3889) Corner Anchor nc:= 1 number of bolts at column cal c:=2.75in distance between bolts from edge 2 s1 c:=Gin distance between bolts along edge 1 cat c:=2.75in distance of bolts from edge 1 s2 c:=Gin distance between bolts along edge 2 et, c Gin distance from resultant tendon load to centroid of anchors in tension e„ c=Gin distance from sultant shearload to centroid of anchors in shear Exterior Anchor ne 2 number of bolts at column Cale 2.75in distance between bolts from edge 2 s1 e=pin distance between bolts along edge 1 cat a := 100in distance of bolts from edge 1 s2 a:=5in distance between bolts along edge 2 eN a:=gin distance from resultant tendon load to centroid of anchors in tension e„ a:=Gin distance from sultant shear load to centroid of anchors in shear Interior Anchor nj:= 1 number of bolts at column Cal-I := 100in distance between bolts from edge 2 s1 ;:=Gin distance between bolts along edge 1 Cat i := 100in distance of bolts from edge 1 s2 i=pin distance between bolts along edge 2 eN ;=Gin distance from resultant tendon load to centroid of anchors in tension e„ i :=Gin distancefrom sultant shear I oad to centroid of anchors in shear P52167-5 6-14ft.xmcd C2 11/23/2021 taP i i 1 0 ANCHOR FORCE SUMMARY SHEAR UPLIFT WIND/LONGITUDINAL/INTERIOR Vwil= 18lb Nwil=—319lb WIND/LONGITUDINAL/EXTERIOR Vwel= 117lb N,iVel=—95lb WIND/TRANSVERSE/INTERIOR Vwit=42lb Nw;t=—448lb WIND/TRANSVERSE/EXTERIOR Vwet=459lb Nwet=36lb SEISMIC/LONGITUDINAL/INTERIOR Vsil=79lb Nsil=—1076lb SEISMIC/LONGITUDINAL/EXTERIOR Vsel =79lb Nsel =—443lb SEISMIC/TRANSVERSE/INTERIOR Vsit= 14lb Nsit=—1268lb SEISMIC/TRANSVERSE/EXTERIOR Vset= 1571b Nset=—545lb ULTIMATE LOADS FOR ANCHORS Tension(Interior) Tension(E)derior) Shear(Interior) Shear(Exterior) Tension,=847.44lb Tensionx= 1316.031b Shear,=912.63lb Shearx= 1247.4lb Bolt Interatction Check Applied Uplift/Tension+Applied Shear/Shear<1.2 Longitudinal Transverse InteriorAnchors Wind Anchor, w,= 0.02 Wind Anchori wt= 0.05 Siesmic Anchor; sl=0.09 Siesmic Anchori st=0.02 ExteriorAnchors Wind Anchors,A=0.094 Wind Anchor,wt=0.4 Siesmic Anchors sl= 0.06 Siesmic Anchors st=0.13 CormerAnchors Wind Anchorc w,= 0.3 Wind Anchor,wt=0.3 Siesmic Anchor,sl = 0 Siesmic Anchors st= 0 ANCHOR Interior Anchori="3/8"x 2.5 Exterior Anchor,_"3/8"x 2.5 P52167-5— C3 6-14ft.xmcd 11/23/2021 PANEL CHECK PANEL CAPACITY Vall=53•plf LONGITUDINAL SHEAR PANEL REQUIRED Panell-engthL=85.85ft LONGITUDINALSHEAR PANEL PanelL=400ft TRANSVERSE SHEAR PANEL REQUIRED Panell-engthT=25.99ft TRANSVERSE SHEAR PANEL PanelT= 60ft LONGITUDINAL SHEAR WALL PanelCheckL= "ok" (IF PANEL CHECK IS"OK"NO STRAP BRACES REQUIRED FOR LATERAL FORCE RESISTING SYSTEM BUT STRAPS TRANSVERSE SHEAR WALL PanelCheckT="ok" MAY BE REQUIRED FOR ANCHORING) STRAP BRACES(IF REQUIRED) LONGITUDINAL StrapsL=0 TRANSVERSE StrapsT= 0 Allowable Tension in Strap Ta=2470.061b GAUGE OF STRAP Gage= 16 STRAP WIDTH ws= 2-in Longitudinal Strap Angle BraceangleL= 38.99•deg Tranmerse Strap Angle BraceangleT=48.58•deg 1 Longitudinal Tension on Strap TL:=i PanelCheckL ="ok",0, max(VLs,VLw) cos(BraceangleL) TL=Olb 1 TranseerseTension on Strap TT:=i PanelCheckT="ok",O, max(VTs,VTw) cos(BraceangleT)J TT= Olb COMPRESSION MEMBER V,, VT. OR OR ! V, Tw height Uplift T Braced"9�� V a-o- 1z V II- _I Braceq"gie hay P (Note:Compression memberto be designed seperately,see additional calculations. Compression memeber needed only when StrapsT >0) P52167-5 6-14ft.xmcd C4 11/23/2021 INPUT VALUES PURLIN BRIDGING SPACING PurlinBridgeSpace=60 DEPTH OF PURLIN webp:=9 7,9, 11 or 12 HEIGHT OF HORIZONTAL BRACING BridgeHeight=5.98ft JAMB SUPPORT StubPostJ :="no" WIDTH OF INTERIOR COLUMN web, 3.5 CORNER COLUMN UNBRACED LENGTH(y&t) Cbrace =2.83ft SIDE WALL COLUMN webs:=3.5 ColumnNumbergw:=2 SIDEWALL GIRT webs=webs GirtNumber:= 1 END WALL COLUMN webE:=3.5 ColumnNumberEw:=2 ENDWALL GIRT webE=webE EGirtNumber:= 1 END CLOSET COLUMN(JAMB) webEWC:=3.5 ColumnNumberEwc:= 1 (Use either 3.5 or 5.5 for the width of Side Wall, END CLOSET COLUMN(HDR) webE :=3.5 ColumnNumberEc:= 1 End Wall or End Closet Columns) STUB POST HEADER(L) webH:=9 5.5",9",10"or 12" MemberSHt = 1 STUB POST HEADER(S) webHS:=5.5 5.5",9",10"or I Z' MembersHS:= 1 LOAD COMBINATIONS LC1 =D+MAX(S,Lr) EQUATION 16-10 LC2=D+MAX(.75S,.75Lr) EQUATION 16-11 LC3=D+MAX(.6W,.7E) EQUATION 16-12 LC4=D+..45W+MAX(.75S,.75Lr) EQUATION 16-13 LC5=D+..525E+.75S EQUATION 16-14 LC6=.6D+MAX(.6W,.7E) EQUATION 16-15 EQUATION 16-16 PURLIN INFORMATION PURLIN LOADS UNIFORM LOAD END REACTION MOMENT LC1 wPudinl = 165•plf Rpudinl = 11551b Mpudint =4042ft•lb LC4 wPudin4 = 163•plf Rpudin4 = 11401b Mpudin4=3989ft•lb LC6 wNOM =—47•plf Rpudin6 =—3321b Mpudin6=—1163 ft•lb LC6 wPudin6e=—70•plf Rpudin6ea =—4171b Rpudin6eb=—3491b Mpudin6e=—1712ft•lb PURLIN MemberpR="9 x 12ga,50ksi Cee Purlin" IntpR=0.903 LXPR= 166.5•in LypR= 166.5•in LtpR= 166.5•in LyPR_neg= 166.5•in LtPR_neg= 166.5•in STUB POST HEADERS STUB POST HEADER LOADS REACTION MOMENT LC1 RH1 = 1155Ib MH1 = 5775 ft•lb LC4 RH4 = 1140lb MH4=5699ft•lb LC5 RHO=—3321b MH6=—1661 ft•lb MEMBER SIZES INTERACTION LENGTH STUB POST HEADERS MemberH="9 x 3.2 x 14ga 50 ksi Stub Header" IntH = 0.999 Headerl-ength= 10 ft STUB POST HEADER BRACING LxH= 120•in LyH= 120•in LtH= 120•in SMALL STUB POST HEADERS MemberHs="5.5 x 3.2 x 18ga 33 ksi Stub Header" IntHS= 0.984 SHLength =5ft SMALL STUB POST HEADER BRACING LxHs=60•in LyHS=60•in LtHs= 60•in P52167-5-6-14ft.xmcd C5 11/23/2021 INTERIOR COLUMNS INTERIOR COLUMN LOADS AXIAL LOAD MOMENT LC1 P11 =2310lb M11 = 0 LC3 P13= 1324lb M13= 0 LC4 P14=2270lb M14= 335.16ft•lb (Moment due to 5 psf horizontal load) LC5 P15= 18961b M15= 335.16 ft•lb MEMBER SIZES INTERACTION INTERIOR COLUMN Member,_"3.63 x 2 x 12ga,50 ksi Interior Column" Intl=0.665 INTERIOR COLUMN BRACING Lx,= 135•in Ly,= 12•in Ltl= 135•in JAM BS JAMB LOADS AXIAL LOAD MOMENT LC1 PJamb1 = 11551b NA LC3 PJamb3a =7791b MJamb3a =202ft•lb LC3 PJamb3b = 5751b NA LC4 PJamb4= 1223lb MJamb4= 151ft•lb LC5 PJamb5 =9861b NA JAMB UNIFORM LOAD SWjamb=235•plf WEWJamb = 97-plf JAMB APPLIED MOMENT JambMoment=202ft•lb EWJambMoment= 125ft•lb JAMB AXIAL LOAD PJamb1 = 1155 Ib JAMB MOMENT CAPACITY Mjambcap= 971 ft•lb JAMB AXIAL CAPACITY Pjambcap= 5691 lb JAMB CHECK JambCheck="ok" EWJambCheck="ok" MEMBER SIZES END WALL HEADER MOMENT CAPACTIY EWheadermomenallt=4091 ft•lb ENDWALL HEADERAPPLIED MOMENT EWhedermomentapp =4042.5ft•lb LARGE END WALL HEADER CHECK EWheader check16=16in EW Header O.K." EWheader check22="22in EW Header O.K." SIDE WALL COLUMNS SIDE WALL LOADS AXIAL SIDE WALL MOMENT LC1 PSW1 = 1155lb MSW= Oft-lb LC3 PSW3=779lb LC4 PSW4= 1223lb MEMBER SIZES INTERACTION SIDE WALL COLUMN MemberSW="3.63 x 1.5 x 18ga 33 ksi Column" IntsW=0.453 SIDE WALL COLUMN BRACING Lxs= 136•in Lys=34•in Lts= 34•in P52167-5 6-14ft.xmcd C6 11/23/2021 END WALL COLUMNS END WALL LOADS AXIAL LOAD UNIFORM LOAD MOMENT LC1 PEW1 = 1155lb NA NA LC3 PEWS=7791b WEW3= 68•pif MEw3= 1208ft•lb LC4 PEW4= 1223lb wEW4= 51•pif MEW4= 906ft•lb MEMBER SIZES INTERACTION END WALL COLUMN MemberEW="3.63 x 1.5 x 16ga 50 ksi Column" IntEW=0.998 END WALL COLUMN BRACING LxE= 135•in LyE=42•in LtE=42•in GIRTS GIRT LOADS UNIFORM LOAD END REACTION MOMENT SIDE WALL GIRT IN MID ZONE wGs= 52•plf RGS=365lb MGS= 1279ft•lb SIDE WALL GIRT IN END ZONE WGS,= 61 plf RGS,=430 lb MGS,= 1503 ft•lb GIRT IN MID ZONE WGE= 67•plf RGE=4721b MGE=211 ft•lb GIRT IN END ZONE wGE,= 82•plf RGEe= 573lb MGEe=256ft•lb MEMBER SIZES INTERACTION SIDE WALL GIRT(MID) MemberGs="3.5 x 1.75 x 14ga 50 ksi Girt" IntGS=0.970 END WALL GIRT(END) MemberGE="3.5 x 1.75 x 18ga 33 ksi Girt" IntGE=0.379 SIDE WALL GIRT BRACING LxG= 167•in LyG= 12•in LtG= 167•in END WALL GIRT BRACING LXGE= 59•in LyGE= 12•in LtGE=59•in STUDS STUD SPACING StudSpacing= 16•in STUD LOADS UNIFORM LOAD MOMENT SIDE WALL STUD IN MID ZONE WStud=26•plf MStud=421 ft•lb SIDE WALL STUD IN END ZONE WSW& = 32•pif MStude=513ft•lb MEMBER SIZES INTERACTION SIDE WALL STUD Memberstud="3.625 x 2 x 20ga 33 ksi Stud" IntStud=0.892 SIDE WALL STUB BRACING Lxstud= 136•in Lystud= 34•in Ltstud=34•in FOUNDATION INFORMATION INTERIOR COLUMN REACTIONS GRAVITY Pdown_intedor=2310lb UPLIFT Pup_int=0lb , EXTERIOR COLUMN REACTIONS GRAVITY Pdown_,t,dor= 1223lb UPLIFT Pup_,xt=0lb ALLOWABLE BEARING PRESSURE BearingPressure= 1500•psf SLAB THICKNESS Slab= 6-in PAD WIDTH PadW="na"-in PAD DEPTH PadD="na"-in P52167-5 6-14ft.xmcd C7 11/23/2021 TRACHTE BUILDING SYSTEMS, INC. PROJECT CALCULATIONS CUSTOMER:="Martin Kosmynka" PREPARED—BY="Shaughn P.Dean" LOCATION:="Cutchoque,NY" REVIEWED—BY PLAN NUMBER:="P52167" BUILDING "5&6" CODEBODY="2020 Building Code of New York State" BUILDING DESCRIPTION BAY WIDTH bay:= 16ft PURLIN BRIDGING PBridging :="yes" ROOF PITCH Rpitch 0.25n BUILDING HEIGHT height 11ft+4in ROOF MATERIAL Roof:="SSR" ft BUILDING WIDTH width:=60ft PURLIN SPACING Pspace:=5ft ROOF ANGLE 0= 1.19•deg BUILDING LENGTH length :=200ft INT.PARTITION PANEL Ptpanel "yes" ROOF TYPE Type="Gable" FLOOR TO FLOOR lower:=Oft INT.LATERAL BRIDGING Bridge:="no" RISK CATEGORY UseGroup="I" Use"I"or"II" FOUNDATION SLOPE Fndslope 0% SNOW LOAD SEISMIC LOAD GROUND SNOW LOAD Pg =25psf ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE SNOW EXPOSURE CATEGORY Esnow="C" BUILDING FRAME SYSTEM BFS="Light Frame Wall w/Shear Panels" SNOW IMPORTANCE FACTOR IS=0.8 SEISMIC SITE CLASS Sited... "D" THERMAL FACTOR Ct:= 1.2 SHORT PERIOD SPECTIAL ACC. SS:=0.177 SNOW EXPOSURE Exp="Partial" 1 SECOND PERIOD SPECTRAL ACC. S 0.05 ROOF LIVE LOAD Lr=20psf FLAT ROOF SNOW LOAD Pt= 17•psf SPECTRAL RESPONSE ACC. SDS=0.19 UNBALANCE SNOW LOAD Punbalanced = 17•psf SPECTRAL RESPONCE ACC. SD1 =0.08 SNOW LOAD USED IN DESIGN PS= 17•psf RESPONSE FACTOR Response=6.5 RAIN SURCHARGE RainSurcharge=0•psf SEISMIC DESIGN CATEGORY SeismicDC="B" WIND LOAD SEISMIC RESPONSE COFFICIENT Cs=0.03 WIND VELOCITY Vult:=119mph Vasil 92•mph SOILS REPORT REQUIRED Soilstest="No" = WIND EXPOSURE CATEGORY Ewind EDGE STRIP WIDTH a=4.53ft DEAD LOAD COMPONENTS AND CLADDING (Method 21 ROOF DEAD LOAD DR= 13•psf ENDWALL GIRT FEG= 32•psf PARTITION DEAD LOAD Dp=3•psf SIDEWALL GIRT FSG= 30•psf ADDITIONAL LONG.DEAD LOAD DL=0•psf PURLIN Fpurlin=— P 29 sf ADDITIONAL TRANS,DEAD LOAD DT= 0•psf MAIN WIND FORCE(Method 2) BASE SHEAR LONGITUDINAL TRANSVERSE WALL (Suction and Pressure) FW=22.53•psf SEISMIC Vas=3538lb VTs=2831b ROOF FR= 8•psf WIND Vow=4550lb VT,= 1574lb ANCHOR INFORMATION EDGE DISTANCE EdgeDistance:=3 P52167-5 6-16ft.xmcd D1 11/23/2021 v CONCRETE STRENGTH Concrete:=2500 (�N=0.65 Table 3-ESR-3889 DVS=0.60 Table4-ESR-3889 (�Vc:=0.70 Table4-ESR-3889 do .375 0.375in do .5:=0.5in nominal anchor diameter(table 1 ESR 3889) hef.375 = 1.33in hef.375 3 1.75in hef .5 2.5 1.75in hef.5 3.5 2.17m effective embedment(table 1 ESR 3889) cac .375 =5.Oin cac .375_3 =6.3in cac_.5_2.5 Min cac .5_3.5=5.9in critical edge distance(table 1 ESR 3889) *':=1.0 modification factor forcracked and uncraked concrete(tabel 4 ESR 388 kc 17 effectiveness factor for cracked concrete(table 4 ESR 3889) Np=Okip characteristic pulout strength,cracked concrete(table 4 ESR 3889) le_.375 1.33in le_.375_3 1.75in le_.5_2.5=1.75in 1e_.5_3.5 2.17in load bearing length of anchor(table 4 ESR 3889) Nsa .375 =8.730kip Nsa .5=20.475kip steel strength in tension(table 3 ESR 3889) Vsa .375 3.465kip Vsa .5=8.860kip steel strength in shear(table 4 ESR 3889) Corner Anchor nc:= 1 number of bolts at column cal c 2.75in distance between bolts from edge 2 s1 c=Gin distance between bolts along edge 1 cat c:=2.75in distance of bolts from edge 1 s2 c=Gin distance between bolts along edge 2 eN c;=Gin distance from resultant tendon load to centroid of anchors in tension e„ c=Gin distance from sultant shear I oad to centroid of anchors in shear Exterior Anchor ne 2 number of bolts at column cal a :=2.75in distance between bolts from edge 2 s1 a;=pin distance between bolts along edge 1 cat a := 100in distance of bolts from edge 1 s2 a:=Sin distance between bolts along edge 2 eN a pin distance from resultant tendon load to centroid of anchors in tension eve:=Gin distance from sultant shear load to centroid of anchors in shear Interior Anchor ni= 1 number of bolts at column Cal-; =100in distance between bolts from edge 2 s1 1:=Gin distance between bolts along edge 1 cat 1 :=100in distance of bolts from edge 1 s2 i:=Gin distance between bolts along edge 2 eN 1 Gin distance from resultant tendon load to centroid of anchors in tension e, 1 ;=pin distance from sultant shear I oad to centroid of anchors in shear P52167-5 6-16ft.xmcd D2 11/23/2021 C ANCHOR FORCE SUMMARY SHEAR UPLIFT WIND/LONGITUDINAL/INTERIOR Vwil=20lb Nwil=—383lb WIND/LONGITUDINAL/EXTERIOR Vwel= 117lb Nwel=—1271b WIND/TRANSVERSE/INTERIOR Vwit=48lb Nwit=—512lb WIND/TRANSVERSE/EXTERIOR Vwet=5251b Nwet=41 lb SEISMIC/LONGITUDINAL/INTERIOR Vsil = 90lb Ns,, =-1258lb SEISMIC/LONGITUDINAL/EXTERIOR Vsel =90lb Nsel =-5331b SEISMIC/TRANSVERSE/INTERIOR Vsit= 16lb Nsit=—1449lb SEISMIC/TRANSVERSE/EXTERIOR Vset= 179lb Nset=—623lb ULTIMATE LOADS FOR ANCHORS Tension(Interior) Tension(E)dedor) Shear(Interior) Shear(Exterior) Tension,=847.44lb Tensionx= 1316.031b Shear,=912.63lb Shearx= 1247.4lb Bolt Interatcdon Check Applied Uplift/Tension+Applied Shear/Shear<1.2 Longitudinal Transverse InteriorAnchors Wind Anchor wl= 0.02 Wind Anchor, wt= 0.05 Siesmic Anchori_sl= 0.1 Siesmic Anchor_st= 0.02 E)deriorAnchors Wind Anchore_w,=0.094 Wind Anchore_wt=0.45 Siesmic Anchore_sl= 0.07 Siesmic Anchore_st= 0.14 CormerAnchors Wind Anchor,_w,= 0.34 Wind Anchor�_wt= 0.34 Siesmic Anchors sl = 0 Siesmic Anchorc_st= 0 ANCHOR Interior Anchor,_"3/8"x 2.5 Exterior Anchor,_"3/8"x 2.5 P52167-5— D3 6-16ft.xmcd 11/23/2021 4 PANEL CHECK PANEL CAPACITY Vall=53•plf LONGITUDINAL SHEAR PANEL REQUIRED PanelLengthL =85.85ft LONGITUDINALS HEAR PANEL PanelL=400ft TRANSVERSE SHEAR PANEL REQUIRED PanelLengthT=29.71 ft TRANSVERSE SHEAR PANEL PanelT= 60ft LONGITUDINAL SHEAR WALL PanelCheckL="ok" (IF PANEL CHECK IS"OK"NO STRAP BRACES REQUIRED FOR LATERAL FORCE RESISTING SYSTEM BUT STRAPS TRANSVERSE SHEAR WALL PanelCheckT="ok" MAYBE REQUIRED FOR ANCHORING) STRAP BRACES(IF REQUIRED) LONGITUDINAL StrapsL=0 TRANSVERSE StrapsT=0 Allowable Tension in Strap Ta=2470.061b GAUGE OF STRAP Gage= 16 STRAP WIDTH ws=2-in Longitudinal Strap Angle BraceangleL=35.31•deg Trans%erse Strap Angle BraceangleT=48.58•deg 1 Longitudinal Tension on Strap TL:=i PanelCheckL ="ok",0, max(VLs,VLw) cos(BraceangleL) TL= Olb 1 Trans\erseTension on Strap TT:=I PanelCheckT="ok",0, max�VTs,VTw) cos(BraceangleT) TT= Olb COMPRES51ON MEMBER V1, UT" OR OR V, V Tw height Uplift NX T Brace,"9,� Br F<z V I, _I Brace=& bay P (Note:Compression member to be designed seperately,see additional calculations. Compression memeber needed only when StrapsT>0) P52167-5 6-16ft.xmcd D4 11/23/2021 INPUT VALUES PURLIN BRIDGING SPACING PurlinBridgeSpace= 60 DEPTH OF PURLIN webp=9 7,9, 11 or 12 HEIGHT OF HORIZONTAL BRACING BridgeHeight=5.98ft JAMB SUPPORT StubPostJ :="no" WIDTH OF INTERIOR COLUMN web,:=3.5 CORNER COLUMN UNBRACED LENGTH(y&t) Cb,,e =2.83ft SIDE WALL COLUMN webs:=3.5 ColumnNumbersw:=2 SIDEWALL GIRT webs=webs GirtNumber 1 END WALL COLUMN webE=3.5 ColumnNumberEw:=2 ENDWALL GIRT webE:=webE EGirtNumber:=1 END CLOSET COLUMN(JAMB) webEWC=3.5 ColumnNumberEwc= 1 (Use either 3.5 or 5.5 for the width of Side Wall, END CLOSET COLUMN(HDR) webEC:=3.5 ColumnNumberEc= 1 End Wall or End Closet Columns) STUB POST HEADER(L) webH=9 5.5",9%10"or 12" MembersHL:= 1 STUB POST HEADER(S) webHS:=5.5 5.5",9%10"or 12" MemberSHS= 1 LOAD COMBINATIONS LC1 =D+MAX(S,Lr) EQUATION 16-10 LC2=D+MAX(.75S,.75Lr) EQUATION 16-11 LC3=D+MAX(.6W,.7E) EQUATION 16-12 LC4=D+..45W+MAX(.75S,.75Lr) EQUATION 16-13 LC5=D+..525E+.75S EQUATION 16-14 LC6=.6D+MAX(.6W,.7E) EQUATION 16.15 EQUATION 16-16 PURLIN INFORMATION PURLIN LOADS UNIFORM LOAD END REACTION MOMENT LC1 wPudinl = 165•plf Rpudinl = 1320lb Mpudinl = 5280 ft•lb LC4 wPudin4= 162•plf Rpudin4= 1300 lb Mpudin4= 5200 ft•lb LC6 wPudins=—47•Plf Rpudin6=—3761b Mpudinl =—1504ft•lb LC6 wPudin6e=—67•plf Rpudin6ea =—4531b Rpudin6eb=—3891b Mpudin6e=—2134ft•lb PURLIN MemberpR= "9 x 14ga,50ksi Cee Purlin" IntpR= 0.901 LXPR= 190.5•in LypR= 60•in LtpR=60•in LyPR_neg = 60•in LtPR_neg=60•in STUB POST HEADERS STUB POST HEADER LOADS REACTION MOMENT LC1 RH1 = 1320lb MH1 = 6600 ft•lb LC4 RH4 = 1300lb MH4= 6500ft•lb LC5 RH6 =—3761b MH6=—1880ft•lb MEMBER SIZES INTERACTION LENGTH STUB POST HEADERS MemberH="9 x 3.2 x 12ga 50 ksi Stub Header" IntH= 0.746 Headerl-ength= 10 ft STUB POST HEADER BRACING LxH= 120•in LyH = 120•in LtH= 120•in SMALL STUB POST HEADERS MemberHs= "5.5 x 3.2 x 16ga 50 ksi Stub Header" IntH5= 0.625 SHLength =5ft SMALL STUB POST HEADER BRACING LxHs= 60•in LyHs=60•in LtHs= 60•in P52167-5— D5 6-16ft.xmcd 11/23/2021 R INTERIOR COLUMNS INTERIOR COLUMN LOADS AXIAL LOAD MOMENT LC1 P11 =2640lb M11 = 0 LC3 P13= 1502lb M13=0 LC4 P14=2586 lb M14=335.16 ft•lb (Moment due to 5 psf horizontal load) LC5 P15=2156lb M15=335.16ft•lb MEMBER SIZES INTERACTION INTERIOR COLUMN Member,_'163 x 2 x 12ga,50 ksi Interior Column" Intl=0.740 INTERIOR COLUMN BRACING Lx,= 135•in Ly,= 12•in Lt,= 135•in JAMBS JAMB LOADS AXIAL LOAD MOMENT LCl PJamb1 = 13201b NA LC3 PJamb3a = 8901b MJamb3a =229ft•lb LC3 PJamb3b = 6431b NA LC4 PJamb4= 1398Ib MJamb4= 172ft•lb LC5 PJamb5 = 1116lb NA JAMB UNIFORM LOAD SWjamb=266•plf WEWJamb =97•plf JAMB APPLIED MOMENT JambMoment=229ft•lb EWJambMoment= 125ft•lb JAMB AXIAL LOAD PJamb1 = 1320 Ib JAMB MOMENT CAPACITY Miambcap= 971 ft•lb JAMB AXIAL CAPACITY Pjambcap=5691 lb JAMB CHECK JambCheck="ok" EWJambCheck="ok" MEMBER SIZES END WALL HEADER MOMENT CAPACTly EWheadermomenallt=4676 ft•lb ENDWALL HEADERAPPLIED MOMENT EWhedermomentapp = 5280ft•lb LARGE END WALL HEADER CHECK EWheader checkl6="Split End Closet into(2)Bays" EWheader check22="22in EW Header O.K." SIDE WALL COLUMNS SIDE WALL LOADS AXIAL SIDE WALL MOMENT LC1 Psw1 = 1320lb MSW= Oft-lb LC3 PSW3= 8901b LC4 PSW4= 1398lb MEMBER SIZES INTERACTION SIDE WALL COLUMN MemberSW="3.63 x 1.5 x 18ga 33 ksi Column" IntSW=0.518 SIDE WALL COLUMN BRACING LxS= 136•in Lys= 34•in Lts= 34•in P52167-5 6-16ft.xmcd D6 11/23/2021 END WALL COLUMNS END WALL LOADS AXIAL LOAD UNIFORM LOAD MOMENT LC1 PEW1 = 1320lb NA NA LC3 PEWS=8901b WEW3= 68•plf MEWS= 1208ft•lb LC4 PEW4= 1398lb WEW4= 51•pif MEW4= 906ft•lb MEMBER SIZES INTERACTION END WALL COLUMN MemberEW="3.63 x 1.5 x 14ga 50 ksi Column" IntEW=0.804 END WALL COLUMN BRACING LxE= 135•in LyE=42•in LtE=42•in GIRTS GIRT LOADS UNIFORM LOAD END REACTION MOMENT SIDE WALL GIRT IN MID ZONE WGs= 52•plf RGS=414lb MGS= 1655ft•lb SIDE WALL GIRT IN END ZONE WGSe=60•plf RGSe=484lb MGSe= 1935ft•lb GIRT IN MID ZONE WGE= 67•plf RGE=539lb MGE=211 ft•lb GIRT IN END ZONE WGSe= 82•pif RGEe=655lb MGSe=256ft•lb MEMBER SIZES INTERACTION SIDE WALL GIRT(MID) MemberGs=999 IntGS=999.000 END WALL GIRT(END) MemberGE_'15 x 1.75 x 18ga 33 ksi Girt" IntGE= 0.379 SIDE WALL GIRT BRACING LxG= 191•in LyG= 12•in LtG= 191•in END WALL GIRT BRACING LxGE= 59•in LyGE= 12•in LtGE=59•in STUDS STUD SPACING StudSpacing= 16•in STUD LOADS UNIFORM LOAD MOMENT SIDE WALL STUD IN MID ZONE WStud=26•plf MStud=421 ft•lb SIDE WALL STUD IN END ZONE WStude = 32•pif MStude= 513ft•lb MEMBER SIZES INTERACTION SIDE WALL STUD Memberstud="3.625 x 2 x 20ga 33 ksi Stud" Intstud=0.892 SIDE WALL STUB BRACING LxStud= 136•in LyStud=34•in Ltstud=34•in FOUNDATION INFORMATION INTERIOR COLUMN REACTIONS GRAVITY Pdown_inwor =2640lb UPLIFT Pup_int=Olb EXTERIOR COLUMN REACTIONS GRAVITY Pdown_extedor= 1398lb UPLIFT Pup_ext=Olb ALLOWABLE BEARING PRESSURE BearingPressure= 1500.psf SLAB THICKNESS Slab=4-in PAD WIDTH PadW= 17•in PAD DEPTH PadD= 6.5•in P52167-5 6-16ft.xmcd D7 11/23/2021 SOUTHOLD TOWN FIRE MARSHAL NOTES JOB: Unit 2 Go Mini Storage DATE: 7/27/2020 LOCATION: 11900 Oregon Rd. Cutchogue ' S/B/L: 83-3-5.3 Scope of Work: Phase 2 - 4 new mini storage buildings. Bldgs 4-6:12,000 ft2&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? 9 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(160' travel distance N/S) Exit signs/Emerg. Lighting provided Comments/ Concerns: tei * sprinkler-preteetion required. NY Fire rode 903.2.9 Condition S. n„+,.,,.,atie fire .,l.,,.m system needed t ,Y, nite,.aute.,,atie sprinkler-ie«s .s�o.., Updated 8/20 * Provide UiL listing for f re wall construction. * UAL listing/speciR cations of fire doors, glazing and fire door assemblies in B+ldgs 3 & WE w detain of vertical continuity of fir walils where they meet roof structure. 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. Bldgs 4-6:12,000 ft2&Bldg 3: 9,600 ft2 General: Const Type 2-B Occupancy- S-1 OL: Bldgs 4-6 120,00/500 (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 vent 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(160'travel distance N/S) Exit signs%Emerg. Lighting provided Comments/ Concerns: Auteniati�4e eteetienrequied. e Code 903 2 9 CD di 5 .A- R.:. .r». _ _ �}3. �-:l-:_•ir..:. -;,.;•,, ':ti:� :.x, ril+;S:z*� =,t.5-+'� ••v�, sf 1 i�Y✓:13T-Cl' t�- :z:.P'- '•d' >�1$ 'r.-.. ,1•�.,.:r .,f�ttct o _,�:,,;{1't�i•' "l."`Ya.`St1'�' ;{:e..,i :hLi{X`v t"�u� ,'L'1� „w 1:*`x�':.T"HS'+: .� :.Y.. +V r, s. [f v*e°•rd• ,{�:v:: '�'W .TP,'i ;4`.;'� ;�.,e 'iY'*t `;%C= ee9�L; .>!.-^` ,..�. e:,:'��'.a.�t�`=r:�:.;,ti_�'",..�,�'�= �Y, �}¢;:•• ="�;q;�r' _ 'C'.:.F:. Gat1L} �'y' G.. �,�..�ftx ,ti ss�� _a,.��i1Q�.�?����t'eii�q!•���,� 'e'mbll�s. =� y�r [Q7'v+� '�z;-s 2�. �:} �r..r7„w";."i, ..tiz;s1.-.tx�'x..�yr,,',;.;§n,to}n',',v,'.e7,4..�.x:�-, ,-.$x=='."issue•:-r£`-: 'grSt.;w,t«.,,..,,n'F�'<,�:—,sz1t;':-fi`.?1.".+F;=;'•y'.•��."�� F W' . -.x•, �t6; ="�!. :1:{t4 <i4g...��. _-,.i. .- `"xY- .�i.iiR�. -.¢?F:,'+•.aiyt �,r�_i _.E.r:. :-4.'• ;:ti. _ - ki.� ,�`` �":•'t,•F. =,a :p �.:�L::s��. .ykitrt?^.,�*. :�i �..g �= .4... ,c:ti+rf» -y,-��-•,�:.i: �' :fit:.: o ar u.tw�;s^,. -':i.•. :.sa..,. �,;.-�', ., �, Pk;r: ���' y-i?'•- •r a� 4i �3� - ...,,y. .'f;.:. ' 1111tyJ=?f t 55,. 'a>�.:�t t.w�:a:.�-,.4e.,.:2,+,�?..e.u»�> ,r�k,. ..�;�;^t✓;'1.- r..L„w a?.�.n,'S:y�,a.,t y, ;:z�x��1:�.,,�.,.,. .�.F�c �; :.L[�,��•�g�,. �F �;;,�; David Digiovanni-DAA93@msn.com 200727Unit2Go_BId3-6_0regon Rd Page -- i i e • • • • ® s e FOUND • mMOM ROU GH FRAMINGWirilil Al, i OVA .v f roll MAW m OR O _�i 'y � � ,,. _ ; , , , ► , . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOU THOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 (2 Survey. Southoldtownny.gov PERMIT NO. l J Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form r, Storm-Water Assessment Form i 0 Contact: Approved 20� Mail to: Disapproved a/c Phone: Expiration 120 Buildi Insp't or APPLICATION FOR BUILDING PERMIT 1 Date 2010 2020 + r , INSTRUCTIONS MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of s ccur4 _ pl'an to scale.Fee according to schedule. b.Plot plan•s�howi g 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. ItlDV ?. a _ (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 uaA"ey- Name of owner of premises I let cc) O LLC_ (As,on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: l I r1 q� b v,e cn� C-V-kkoR ur-- NY - House Number Street Hamlet County Tax Map No. 1000 Section 0 V3 Block d;j Lot OD5.3 i Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use d occupancy of proposed constructio a. Existing use and occupancy \Ia.cunAt- 1CM wji,XtSh��G hu�c gcvraq+e, s b. Intended use and occupancy 51 orb r ; 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �'qt "" Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units na.... 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. 9+bvu:e_, hou5-c. 7. Dimensions of existing structures, if any:Front (,_'_1 Rear Wv'-'1 Depth 3o1-"1 Height k'S'_o'" Number of Stories t Dimensions of same structure with alterations or additions: Front _ Rear Depth Height Number of Stories N 8. Dimensions of entire new construction: Front % v Rear Cpb"-V Depth (4V-b_ Height Number of Stories k 9. Size of lot:Front 2 t •3"1 Rear $**.5j;, Depth 10.Date of Purchase 1 2fl�2o1°I Name of Former Owner Shy_ hcve, 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO v/ 13. Will lot be re-graded?YES NO ✓Will excess fill be removed from premises?YES NO v/ MAW a Ru 14.Names of Owner of premises 1111ry o Cl kk o Address C _Phone No.UM I -'211do Name of Architect Z„Cv►t ywnvi, k-1 4 Ay tu Address'!(,rat snAyt SGt+ Phone No f,►to 4'll 3{v Name of Contractor owinti. 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_A * 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+A �L , being duly sworn,deposes and says that(s)he is the applicant (Name of individ 1 signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the YY1-,,#1MbeAr No.01 BU6185050 Ouallfied in(Contractor,Agent,Corporate Officer,etc:) C ir oun y Commission Expires April 14,2 6 a� 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. swor'0- day of 76? before 20 aD Notary Public Signature of Applicant gOfFOL/r C C*0�0 OGy� BUILDING DEPARTMENT-Electrical Inspector x TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone(631)765-1802 Temporary Certificate # IZ$ Date 2022 Customer Name 1101 00 Q" p R Electrician Name ads E r7 Address I)J00 ore djor., Ad j CuAch Phone e-mail e-mail A r` n q . CO Phone License# Size ISO A Phase 1 Overhead* Underground #of Meters_A Remarks b Uri b 41 d ' #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N I Flood Reconnect Old Meter#7 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is val' da r he date a Authorized by 1? / JUN 2 7 202 FD) 2 BUILDING DEPARTMENT- le ical Inspector TOWN OF SOUTHOLDrOWN OF SOUTHOLD au wiT a Town Hall Annex- 54375 Main Road - PO Box 1179 ,►- �* Southold, New York 1 1 971-0959 o~ Sao Telephone (631) 765-1802 - FAX (631) 765-9502 4F— { d rogerr(a)southoldtownny.4ov - seand(Dsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: , • Company Name: GJS Electric, LLC Electrician's Name: Gary Salice License No.: 4839ME Elec. email:gary@nfay.com Elec. Phone No: 631-298-4545 01 request an email copy of Certificate of Compliance Elec. Address.: 6615 Main Rd., Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: 9 00 0('e (,Lc Address: Ure o , Cross Street: (Z Phone No.: Bldg.Permit#: y 513, email: Tax Map District: 1000 Section: 3 , Block: Lot: ,5, BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): new s-}- %q Urjq-3 61A&43 glow Ss-(t- Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) + Service Size&l Ph❑3 Ph Size: I SL�A #Meters 1 Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service ReconnedkUnderg round❑Overhead #Underground Laterals 1 R2 R H Frame Pole Work done on Service? OY EIN Additional Information: PAYMENT DUE WITH APPLICATION gay vo)/ V r 0, � a a JfJrN' { -. BUILDING DEPARTMENT- lec rical Inspector FFo(KCOGy TOWN OF SOUTHOLD OWN OF�SOi�THoL c Q� ` � Town Hall Annex- 54375 Main Road - PO Box 1179 r Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(dsoutholdtownny.gov-- seand(@.southoldtownny.gov �1:?lzzc:lk APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: -•a ,r,Z Company Name: GJS Electric, LLC Electrician's Name: Gary Salice License No.: 4839ME Elec. email:gary@nfay.com Elec. Phone No: 631-298-4545 ED I request an email copy of Certificate of Compliance Elec. Address.: 6615 Main Rd., Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: 00 0 1,t-C Address: 11q3-5 Cross Street: Rd, ti Phone No.: Bldg.Permit#: 513,-2_ email: Tax Map District: 1000 Section: �j . `!. Block: Lot: 5, BRIEF DESCRIPTION OF WORK, .INCLUDE SQUARE FOOTAGE (Please Print Clearly): loco Square Footage: =7 Circle All That Apply: Is job ready for inspection?: YE NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size21 Ph❑3 Ph Size: A # Meters�_ Old Meter# ❑New Service Fire Reconnect[]Flood Reconnect[]Service Reconnectl,Underground[]Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? M Y RN Additional Information: PAYMENT DUE WITH APPLICATION gay 0 b PERMIT t# Address: Switches Outlets G FI's 1 - Surface Sconces II H H's UC Fans Fridge HW r Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo ' Cooktop Transfer AC AH Hood Service / Amps Have Used Special: C..L vr-,� 1 V [2-- ' IAA r- Comments w Dwyer, Nancy From: Cummings, Brian A. Sent: Friday, May 6, 2022 3:20 PM To: Dwyer, Nancy Subject: RE: Unit 2 Go Hi Nancy, All good to issue the low pitch roof amendments for solar panels as described below.Thank you for your patience. Brian Brian A. Cummings,Town Planner 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 (631)765-1938 From: Dwyer, Nancy Sent: Thursday, May 5, 2022 9:36 AM To: Cummings, Brian A. Subject: FW: Unit 2 Go Hi Brian, Just wondering if you saw this email I sent regarding Marty's mini storage facility? Hoping to get this amendment off of my desk and issued... Thanks, Nancy From: Dwyer, Nancy Sent: Monday,April 4, 2022 10:55 AM To:Cummings, Brian A.<brian.cummings@town.southold.ny.us> Subject: Unit 2 Go Good morning Brian, Marty Kosmynka dropped of plan amendments for changes he's proposing to his mini storage facility. The changes pertain to the building design and roof construction.. footprint is the same, unit count is the same, project site is the same,the aesthetic is different-approval was for a pitched roof,these are now going to be mostly flat roof construction. Does this change require board review and approval? Or can Igo ahead and issue the amendments to his permits? Let me know how to best approach this file. Thanks, Nancy JVancy Dwyer Building Permits Examiner Town of Southold Building Department i DAA METAL ROOFING (TYP) D i G i ova n n i & 5 N 5 N 1O.H. 12 I2 WEATHER VANE (TYP.)� 12 � A5 SELEGTED 4 0 X 4 0 WINDOW ssociates IN METAL FRAME METAL STANDING SEAM (TYP. ALL 51DE5) Architects LEI]] ROOFING (TYPJ 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 Iq-I10 TO PLATE EL. +12-0" \��VED Ah, C� METAL LEA0ER5 b GUTTER5 (TYP) TO Ist FLOOR F�F — � NEw;-- DATUM EL. +0'-0" ELL 1 5 5V E D WALL PACK LIGHT META'_ SIDING (TYP) METAL ROLL UP DOORS(TYP) FIXTURES (TYP) SOUTH ELE\'ATION METAL ROOFING(TYP) 5 N 5 N 2 N 12 12 WEATHER VANE (TYP) 12 12 d? 4'-0" X 4'-0" WINDOW 12 12 A5 SELECTED IN METAL FRAME METAL STANDING SEAM 8 (loll (TYP. ALL SIDES) ROOFING (TYP.) O.H. O.H.`r u, TO PLATE EL. +12-0" _ � cn i ry METAL LEADERS d L GUTTERS (TYP) TO Ist FLOOR DATUM EL. +0'-0" WALL PACK LIGHT METAL SIDING (TYP) METAL ROLL UP DOORS(TYP) FIXTURES(TYP) 2 NORTH ELEVATION R E V 1 5 1 0 N 5 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE METAL ROOFING (TYPJ METAL ROOFING(TYP.) PROSECUTED. - N 5 N 5 WEATHER VANE (TYP.) l2 d? 4'-0" X 4'-0" WINDOW WEATHER VANE (TYP.) 12 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND 4 O X 4 0' WINDOW DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT A5 SELECTED 12 A5 SELECTED 12 IN METAL FRAME IN METAL FRAME AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE � 8 6 0 � (TYP. ALL SIDES) g° b' 0" � (TYP. ALL SIDES) ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. __j L O.H. O.H.`r O.H. O.H. 0 4H Ln `r LED HALL METAL 5101NO (TYP) LED WALL METAL SIDING (TYP) Unit 2 Go PACK LIGHTING PACK _IGHTING (TYP) FIXTURE (TYP) 12 FIXTURE 412 1VIln1 S tora e 4 g = TO PLATE _, TO PLATE 11900 Oregon Road m + - ry Cutchogue , NY ry O O ry TO 151; FLOOR N TO Ist FLOOR DATUM DATUM �ll I L®I NC 3 EL. +0'-0" EL. +0'-0" E lam.E Y A I I O I `t S 1/15/20 3 BAST ELE\/ATION 4 NEST ELEVATION DATE A=3 A-5 I/8" = 1'-O" A5 NOTED 4 OF 4 1/8" = 1'-O" SCALE ORANN BY uh/R CHECKED BY PC) FA GAP DF-60957:C ES-200X Fi�.�iTe°A�arms Intelligent Addressable FACP with Communicator by- Honeywell Addressable Fire Alarm Control Panels General The ES-20OX is the latest intelligent addressable Fire Alarm Control Panel(FACP)from Fire-Lite Alarms and is a direct replacement for the MS-92000DLS.The ES-20OX comes with a pre-installed com- municator and supports up to 198 addressable devices(99 detec- tors and 99 modules).With an extensive list of powerful features,the ES-20OX programs just like Fire-Lite's other addressable products, yet fits into applications previously served only by conventional pan- els. The pre-installed (POTS-COM is a dual technology(POTS and IP) communicator.The POTS transmits system status(alarms,troubles, AC loss,etc.)to a Central Station via the public switched telephone network.The IP communicator's internet monitoring capability sends alarm signals over the Internet saving the monthly cost of two dedi- cated business telephone lines.Although not required,the second- ary telephone line may be retained providing backup communication over the public switched telephone line.Optional cellular reporting is available using the CELL-MOD or CELL-CAB-FL. Remote and local programming of the control panel is possible using the FS-Tools Upload/Download.utility.Programming databases can be uploaded/downloaded via the panel's USB port(and USB cable) or via an ethernet connection using the IPOTS-COM communicator. The USB port also allows for the download or upload of the entire program,history file,walk-test data,current status and system volt- Alarm verification selection per detector point ages by means of a USB flash drive. Maintenance alert warns when smoke detector dust accumula- The power supply and all electronics are contained on a circuit tion is excessive board supported on a new quick install chassis and housed in a One-person audible or silent walk test with walk-test log and metal cabinet. Available accessories include local and remote printout upload/download software,remote annunciators,and reverse polar- System alarm verification selection per detector point ity/city box transmitter(4XTMF). PAS(Positive Alarm Sequence)and Pre-signal per point(NFPA Features 72 compliant)' • Up to 16 ANN-BUS annunciators-8 per each ANN-Bus • Listed to UL Standard 864,10th edition Remote Acknowledge, Alarm Silence, Reset and Drill via • Pre-installed IPOTS-COM Ethernet IP and POTS(Plain Old Tele- addressable modules or remote annunciator phone Service)Central Station Communicator over AlarmNet Upload/Download of program and data via USB with optional FS- • Optional CELL-MOD or CELL-CAB-FL GSM Central Station Tools Programming Utility Communicator over AlarmNet® • Automated activation of the ECC-50/100 Emergency Command SLC COMMUNICATION LOOP Center Supports LiteSpeedTm and CLIP protocols • ECC-FFT Firefighter Telephone option SLC operates up to 10,000 ft.(3,000 m)in LiteSpeed mode with • Compatible with SWIFT®wireless devices twisted,unshielded wire • Auto-programming (learn mode) reduces installation time. Single addressable SLC loop which meets NFPA Class B and Reports two devices set to the same address Class A requirements • Four built-in, independently programmable Style Z (Class A)or Style Y(Class B)NAC circuits 198 addressable device capacity(99 addressable detectors and • Selectable strobe synchronization for System Sensor,Wheelock, 99 modules) and Gentex devices Compatible with Fire-Lite's addressable devices (refer to the • Notification Appliance Circuit End of Line resistor matching SLC Wiring Manual) • Four programmable function keys for ease of maintenance NOTIFICATION APPLIANCE CIRCUITS(NACS) • Two programmable relays and one fixed trouble relay Four independently programmable output circuits.Circuits can be • Built-in Programmer • Integral 80-character LCD display with backlighting configured for the following outputs: • Real-time clock/calendar with automatic daylight savings control —Style Y(Class B) • History file with 1,000 event capacity —Style Z(Class A) • Addressable sounder base compatibility Silence Inhibit and Autosilence timer options • Multi-criteria detector (smoke, heat, CO) with programmable Continuous, March Time,Temporal, or California code for main response circuit board_NACs with two-stage capability •. Control module delay timer Selectable strobe synchronization per NAC • Automatic detector sensitivity testing(NFPA 72 compliant) • Automatic device type-code verification 2.5 A special application,250mA regulated,total power for NACs • Point trouble identification NOTE:Maximum or total 24VDC system power shared between all NAC • Waterflow selection per module point circuits and the ANN-BUS is 2.7 A DF-60957:10•7/16/2018—Page 1 of r PROGRAMMING AND SOFTWARE PRN Series: UL listed compatible event printer. Uses tractor-fed • Autoprogramming(learn mode)reduces installation time paper. • Custom English labels (per point) may be manually entered or OPTIONAL MODULES selected from an internal library file • Two programmable Form-C relay outputs 4XTMF Reverse Polarity Transmitter Module: Provides a super- vised output for local energy municipal box transmitter, alarm and • 99 software zones trouble.Includes a disable switch and disable trouble LED. • Continuous fire protection during online programming PWRMOD24 Power Expander Module: Optional power module. • Program Check automatically catches common errors not linked Increases alarm power output to 6 amps. to any zone or input point COMPATIBLEANNUNCIATORS • OFFLINE PROGRAMMING: Create the entire program in your office using FS-Tools,a Windows@-based software package,and ANN-80: Remote LCD annunciator mimics the information dis- upload/download system programming locally. Offline program- played on the FACP LCD display. Recommended wire type is un- ming requires an ethernet connection. FS-Tools is available on shielded. www.firelite.com. ANN-100: Remote LCD annunciator mimics the information dis- played on the FACP LCD display. Recommended wire type is un- User interface shielded.For use in FM applications only. LED INDICATORS ANN-I/O: LED Driver Module provides connections to a user sup- plied graphic annunciator.(See DF-52430.) • Fire Alarm(red) ANN-LED:Annunciator Module provides three LEDs for each zone: • CO Alarm(red) Alarm,Trouble,and Supervisory.Ships with red enclosure.(See DF- • AC Power(green) 60241.) • Supervisory(yellow) ANN-RLED:Provides alarm(red)indicators for up to 30'input zones • Trouble(yellow) or addressable points.(See DF-60241.) • Ground fault(yellow) ANN-RLY:Relay Module provides 10 programmable Form-C relays. Can be mounted inside the cabinet.(See DF-52431.) • Battery fault(yellow) ANNS/PG:Serial/Parallel Printer Gateway module provides a con- Disabled(yellow) nection for a serial or parallel printer.(See DF-52429.) • Maintenance(yellow) ADDRESSABLE DEVICES • Communication(yellow) All feature a polling LED and rotary switches for addressing. • Alarm Silenced(yellow) SD365:Addressable low-profile photoelectric smoke detector.Lite- • F1-F4 Programmable Function Keys(yellow) Speed only. KEYPAD SD365-IV: Addressable low-profile photoelectric smoke detector. • 16 key alpha-numeric pad Ivory.LiteSpeed and CLIP mode. • Acknowledge SD365T:Addressable low-profile photoelectric smoke detector with • Alarm Silence thermal sensor.LiteSpeed only. • Drill Evacuate) SD365T-IV: Addressable low-profile photoelectric smoke detector ( ) with thermal sensor.Ivory.LiteSpeed and CLIP mode. • Four(4)programmable function keys SD365R: Remote test capable addressable photoelectric smoke • Reset(lamp test) detector for use with DNR(W)duct detector housing.LiteSpeed only. PRODUCT LINE INFORMATION SD365R-IV: Remote test capable addressable photoelectric smoke ES-20OX:Addressable Fire Alarm Control Panel with one SLC loop, detector for use with DNR(W) duct detector housing. Ivory. Lite- Includes main circuit board with display,pre-installed communicator, Speed and CLIP mode. chassis with transformer, backbox with door, plastic bag containing H365:Low-profile 135'F fixed thermal sensor.LiteSpeed only. screws,cables,key,etc.(For ES-200XC,refer to DF-60958.) H365-IV: Low-profile 135'F fixed thermal sensor. Ivory.LiteSpeed FS-Tools: Programming software for Windows&based PC com- and CLIP mode. puter.Available for download at www.firelite.com. H365R: Low-profile, intelligent, rate-of-rise thermal sensor. Lite- CELL-CAB-FL/CELL-MOD:Optional GSM communicators. Speed only. IPOTS-COM: Dual technology (POTS and IP) communicator. H365R-IV:Low-profile,intelligent,rate-of-rise thermal sensor.Ivory. (replacement board) LiteSpeed and CLIP mode. DP-ES-R:Optional dress panel for the ES-200X. H365HT: Low-profile intelligent 190'F/88'C fixed thermal sensor. TR-CE:Optional trim ring for semi-flush mounting. LiteSpeed only. BB-2F:Optional cabinet for one or two modules. H365HT4N:Low-profile intelligent 190'F/88'C fixed thermal sensor. BB-6F:Optional cabinet for up to six modules mounted on CHS-6 Ivory. LiteSpeed and CLIP mode. chassis. Legacy Devices BB-26:Battery backbox,holds up to two 25 AH batteries and CHG- CP355:Addressable low-profile ionization smoke detector. 75. SD355:Addressable low-profile photoelectric smoke detector. BB-55F:Battery box,houses two 55 AH batteries SD355T:Addressable low-profile photoelectric smoke detector with CHS-6:Chassis,mounts up to six multi-modules in a BB-6F cabinet. thermal sensor. CHG-76:Battery charger for lead-acid batteries with a rating of 25 to SD355R: Remote test capable addressable photoelectric smoke 75 AH. detector for use with DNR(W)duct detector housing. CHG-120F:Remote battery charging system for lead-acid batteries SD355CO:Addressable, low-profile device that provides fire, heat, with a rating of 55 to 120 AH.Requires additional BB-55F for mount- and carbon monoxide(CO)detection. ing. H355:Fast-response,low-profile heat detector. BAT Series:Batteries,see data sheet DF-52397. Page 2 of 4—DF-60957:C•7/16/20.18 H355R: Fast-response, low-profile heat detector with rate-of-rise SWIFT Wireless Devices option. W-GATE:LiteSpeed Wireless Gateway H355HT:,Fast-response, low-profile heat detector that activates at W.SD355:LiteSpeed Intelligent,wireless photo detector. 190°F/88°C. W-H355R:LiteSpeed intelligent wireless rate of rise(135°)heat AD355: Low-profile, intelligent, "Adapt" multi-sensor detector detector. (B350LP base included). WSD355T:Intelligent wireless photo/heat detector. B20OS:Programmable,addressable sounder base. W-H355: LiteSpeed intelligent wireless fixed-temperature (135°) B200SR:Addressable sounder base. heat detector. BEAM355:Intelligent beam smoke detector. W-MMF:LiteSpeed Intelligent wireless monitor module. BEAM355S: Intelligent beam smoke detector with integral sensitiv- W-CRF:LiteSpeed Intelligent wireless relay module. ity test. W-BG12LX:LiteSpeed Intelligent wireless pull station. D355PL: InnovairFlex low-flow non-relay duct-detector housing; WAV-RL,WAV-WL,WAV-CRL,WAV-CWL:LiteSpeed Intelligent AV includes SD355R, bases. DNR:InnovairFlex low-flow non-relay duct-detector housing.(Order W-USB: Wireless USB radio/antenna dongle that plugs into the SD355R/SD365R separately.) USB port of a PC running SWIFT Tools. DNRW: InnovairFlex low-flow non-relay duct-detector housing,with SWIFT Tools: Programming and diagnostic utility for the Wireless NEMA-4 rating.Watertight.(Order SD355R/SD365R separately.) Gateway and devices.Available for download from firelite.com. Addressable Modmies NOTE. For more information on Compatible Addressable Devices for MMF-300:Addressable Monitor Module for one zone of normally- use with the ES-200X, see the following data sheets(document num- open dry-contact initiating devices. Mounts in standard 4.0"(10.16 DF-5238636BG-12LX 5 Series(DF-52013), CMF 300-6(DF 5 36501 RF-300-6 cm.)box..Includes plastic cover plate and end-of-line resistor.Mod- (F-5237), CMF/CRF Series (DF-52130), CP355 (DF-2383), H355 ule may be configured for either a Style B(Class B)or Style D(Class Series (DF-52385), 1300 (DF-52389), ISO-6 (DF-60485), MMF-300 A)IDC. SerieslMDF--300.(DF-52121), MMF-300-10 (DF-52347),. MMF302-6 MDF-300: Dual Monitor Module.Same as MMF-300 except it pro- (DF-52356), SD355ISD355T (DF--52384), and SLC Wiring Manual vides two Style B(Class B)only IDCs. (51309). MMF-301: Miniature version of MMF-300. Excludes LED and Style NOTE.Legacy 300 Series detection devices such as the CP300/CP350, D option.Connects with wire pigtails.May mount in device backbox. SD300(7)/SD350(7)and older modules such as the M300,M301,M30Z MMF-302:Similar to MMF-300.Addressable Monitor Module for one C304, and BG-10LX are not compatible with LiteSpeed polling. If the SLC contains.one of these devices, polling must be set for standard zone of conventional two-wire detectors. Requires resettable 24 CLIP protocol.Please consult factory for further information on previous VDC power. Refer to the Device Compatibility Document for listed 300 Series device& compatible devices and quantity limitation. ADDRESSABLE DEVICE ACCESSORIES CMF-300:Addressable Control Module for one Style Y/Z(Class B/ A) zone of supervised polarized Notification Appliances. Mounts End-of-Line Resistor Assembly (R-47K and R-3.9K): The directly to a 4.0" (10.16 cm.) electrical box. NAC option requires 47k ohm assembly supervises the MMF-300, MDF-300, MMF-301, external 24 VDC to power notification appliances. and CMF-300 module circuits.The 3.9k ohm assembly supervises CRF-300:Addressable relay module containing two isolated sets Of the MMF-302 module circuit.These resistors are included with each Form-C contacts,which operate as a DPDT switch.Mounts directly module. to a 4.0"(10.16 cm.)box,surface mount using the SM8500. Power Supervision Relay:Supervises the power to 4-wire smoke BG-12LX: Addressable manual pull station with interface module detectors and notification appliances. mounted inside. Wiring Requirements 1300:This module isolates the SLC loop from short circuit conditions While shielded wire is not required,it is recommended that all SLC (required for Style 6 or 7 operation). wiring be twisted-pair to minimize the effects of electrical interfer- ISO-6: Six-fault isolator module. Mount one or two modules in a ence.Refer to the panel manual for wiring details. BB-2F cabinet (optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. SMB500: Used to mount all modules except the MMF-301 and M301. MMF-300-10:Ten-input monitor module.Mount one or two modules in a BB-2F cabinet(optional).Mount up to six modules on a CHS-6 chassis iri a BB-6F cabinet. MMF-302-6:Six-zone interface module.Mount one or two modules in a BB-2F cabinet(optional).Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. CMF-300-6:Six-circuit supervised control module.Mount one or two modules in a BB-2F cabinet(optional).Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. CRF-300-6:Six-relay control module(Form-C relays).Mount one or two modules in a BB-2F cabinet(optional).Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. DF-60957:C•7/16/2018--Page 3 of 4 SYSTEM-SPECIFICATIONS System Capacity Temperature and Humidity.Ranges • Intelligent Signaling Line Circuits................................................1 This system meets NFPA requirements for operation at 0-49°C/32 Addressable device capacity...................................................198 —120"F and.at a relative.humidity 93%t 2%RH(noncondensing)at .....................:99 32"C t 29C(90°F.t:3"F). However,the useful life of-the.system's. Programmable,software zones.......................... standby batteries and the electronic components maybe adversely • Annunciators.............................................................................16 affected by extreme temperature ranges and humidity.Therefore,it is recommended that this system-and its peripherals be installed in. Electrical Specifications an environment with a normal room temperature of 15—27'C/60— AC Power: Operates in either120 or240 VAC,50/60 Hz,3.25 A, 80°F. auto-sensing- no.switch required. Wire.size: minimum 14 AWG NFPA Standards (2.00 mm2)with 600 V insulation:Nonpower-limited, supervised. Battery..-Two -12 V-18 AH lead-acid- batteries. Battery Charger The ES-20OX complies with the following NFPA 72 Fire Alarm Sys- Capacity:.7-18 AH(ES-200X cabinet holds maximum of two 18 AH tems requirements: - .batteries.) —LOCAL(Automatic,Manual,Waterflow and Sprinkler Supervi- Communication Loop: Supervised and power-limited. sory). Notification Appliance Circuits: Terminal Block provides conneo- —AUXILIARY '(Automatic, Manual'and Waterflow) (requires tions for four NACs,Style Y(Class B)or Style Z(Class A).Special 4XTMF). Application power. Power-limited, supervised circuitry. Maximum —REMOTE STATION (Automatic, Manual and Waterflow) signaling.current.per-circuit: 2.5 amps special application,.250mA (Where a DACT is not accepted,the alarm,trouble and supervi- regulated. End-of-Line Resistor:.4.7k ohm,''%watt(P/N.71252 UL sory relays may be connected to UL 864.lisied transmitters.For listed).for Style.Y(Class By NAC;system capable of 1.9 kQ-22 kQ reverse polarity signaling of alarm,and trouble, 4XTMF is' ELR range:Refer to the Fire•Lite Device Compatibility Document for required.) listed compatible devices. —PROPRIETARY(Automatic,Manual and Waterflow). Two Programmable.Relays and One Fixed.Trouble Relay: Con- —CENTRAL STATION (Automatic, Manual and.Waterflow, and tact rating:2.0 A @.30 VDC(resistive),0.5 A @ 30 VAC(resistive). Sprinkler Supervised). Form-C relays,:non-power-limited;non-supervised. =OT,.PSDN (Other Technologies, Packet-switched Data Net work) .Cabinet Specifications —IBC 2012,IBC 2009,IBC 2006,IBC 2003,'IBC 2000(Seismic). Door: 19.26" (48.92 cm.) high-x.16.82" (42.73 cm.)wide x 0.72" —CBC 2007(Seismic) (1.82 cm.)deep.Backbox:19.00"(48.26 cm.)high x 16.65 (42.29 cm.) wide x.525" (13.34 cm.) deep. Trim,Ring (TR-CE): 22.00" Agency Listings.and Approvals (55.88 cm.)high x.19.65"(49.91 cm.)'wide. The listings and approvals below apply to the basic ES-20OX control panel.In some cases,certain modules may not be listed by-certain Shipping Specifications approval agencies,or listing may be in process.Consult factory for Weight:26.9 lbs.(12:20 kg.)Dimensions:20.00 (50.80 cm.)high latest listing status. x 22.5"(57.15 cm.)wide x 8.5"(2.1.59 cm.)deep. UL:S624 FM approved- • CSFM:.7165-0075-500 • FDNY:COA#6261 NOTE.See DF-60958 for.ULC-listed model. AlarmNet@,Fire•Lite®Alarms,SWIFT®,and.System Sensor®are registered trademarks of Honeywell International Inc.Microsoft®and Windows®are registered trademarks of the Microsoft Corporation. ©2018 by Honeywell International Inc.All rights reserved-Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. We try to keep our product information up-to-date'and'accurate: ISO: 9001 We cannot cover all specific.applications or anticipate all requirements. All specifications are subject to change without notice. IZINHINl6MANINIIUM QUALITY SYSTEMS For more information,contact Fire•LiteAlarms.Phone:(800)627-3473,FAX:(877)699-4105. .Country of Origin:USA www.firelite.com Page 4 of 4—DF-60957:C•7/16/2018 3 OF-61010:C SD365 Series FIreIlTe®ALarms Addressable Photoelectric Smoke Detectors by Honeywell Addressable Devices The Fire•LitoO-Alarms SD365(A), SD365R(A), and SD365HT(A) intelligent plug-in smoke detectors are-designed for both perfor- mance and aesthetics,and are direct replacements for the SD355 Series.A new modem,sleek,contemporary design and enhanced optical sensing chamber is engineered to sense smoke produced by a wide range of combustion sources in accordance with more strin- gent code standards. - Exclusively for use with Fire-Lite's addressable fire alarm control ~' panels,the SD365(A)Series point ID capability allows each detec-. tor's address to be set with rotary,decimal address switches,provid- ing exact detector location for emergency personnel to quickly locate a fire during its early stages,potentially saving precious rescue time while also reducing property damage. Two LEDs on each sensor light to provide a local,visible sensor indication. The SD365(A) Series also offers 135"F (57•C) fixed temperature thermal sensing on the SD365T(A)and a remote test capable detec- tor on the SD365R(A) for use with DNR(A)/DNRW duct smoke detector housings. Features • Plugs into separate base for ease of installation and maintenance SLC LOOP: • Separate base allows Interchange of photoelectric,Ionization and • Two-wire SLC loop connection thermal sensors • Unit uses base for wiring OPTIONS: Compatible with Lite6peedTm and CLIP protocol systems • Optional relay,isolator,and sounder bases • Stable communication technique with noise immunity Installation ADDRESSING: SD365 Series plug-in intelligent smoke detectors use a detachable • Addressable by device base to simplify installation, service and maintenance. Installation o Rotary,decimal addressing instructions are shipped with each detector. (Refer to the Fire-Lite panel manuals for device capacity.) Mount detector base(all base types)on an electrical backbox which ARCHITECTURE: is at least 1.5" (3.81 cm) deep. For a chart of compatible junction • Sleek,low-profile,stylish design boxes,see DF-60059. Unique single-source design to respond quickly and dependably NOTE:Because of the inherent supervision provided by the SLC loop, • to a broad range of fires end-of-Ilne resistors are not required. Wiring`T-taps"or branches are 9 permitted for Class B"wiring only. • Integral communications and built-in device-type identification When using relay or sounder bases, consult the 1300(A) installation • Built-in tamper resistant feature sheet 156-3626 for device limitations between isolator modules and Isola- - Remote test feature from the panel torbases. • Walk test with address display(an address on 121 will blink the Construction detector LED:12-[pause]-1(LiteSpeed systems only) These detectors are constructed of fire-resistant plastic.The SD365- - Built-in functional test switch activated by external magnet Series plug-in intelligent smoke detectors are designed to commer- • Removable cover and insect-resistant screen for simple field cial standards and offer an attractive appearance. cleaning Expanded color options Operation OPERATION: Each SD365 Series detector uses one of the panel's addresses (total limit is panel dependent)on the Fire-Lite Signaling Line Circuit • Designed to meet UL 268 7th Edition (SLC).It responds to regular polls from the control panel and reports • Factory preset at 1.5%nominal sensitivity for panel alarm thresh- its type and the status.'If it receives a test command from the panel old level (or a local magnet test), it stimulates its electronics and reports an •• LED"blinks"when the unit is polled(communicating with the fire alarm.It blinks its LEDs when polled and turns the LEDs on when panel)and latches in alarm. commanded by the panel.The SD365 Series offers features and • Low standby current performance that represent the latest in smoke detector technology. MECHANICALS. Detector Sensitivity Test • Sealed against back pressure Each detector can have its sensitivity tested(required per NFPA 72, • SEMS screws for wiring of the separate base Chapter 14 on Inspection,Testing and Maintenance)when installed/ Designed for direct-surface or electrical-box mounting connected to an Fire-Lite addressable fire alarm control panel.The results of the sensitivity test can be printed for record keeping. DF-61010:C•5/25/2020—Page 1 of 3 Y•/ �f :P Product Line Information 8200SA-WH:Same as B200S-WH,ULC listing NOTE:VV"suffix indicates CLIP and LiteSpeed device. 8200SA-IV:Same as B200S-IV,ULC listing NOTE:A"sufxindicates Canadian version. B200SCOA-WH:White, Intelligent,programmable sounder base in lish/French (reqred in SD365:White,low-profile intelligent photoelectric sensor,LiteSpeed Series detector applications Canada for ULC applications with CO only SD365A:Same as SD365 but with ULC listing B200SCO Ivory Intelligent, programmable sounder base in English/Frenchench (required in Canada for ULC applications with CO SD365-IV:Ivory,low-profile intelligent photoelectric sensor Series detector applications,ULC listing SD365A-IV:Same as SD365-IV but with ULC listing B20OS-LF-WH: White, Low Frequency Intelligent, programmable sounder base. Produces a fundamental frequency of 520 Hz +/- SD365T:White,same as SD365 but includes a built-in 135°F(57°C) 10% with a square wave or its equivalent; designed to meet the fixed-temperature thermal device,LiteSpeed only NFPA 72 sleeping space requirement.(CSFM:7300-1653.0238) : SD365TA:Same as SD365T but with ULC listing B20OS-LF-IV: Ivory, Low Frequency Intelligent, programmable SD365T-IV: Ivory, same as SD365T but includes a built-in 135°F sounder base. Produces a fundamental frequency of 520 Hz +/- (57°C)fixed-temperature thermal device 10% with a square wave or its equivalent;designed to meet the NFPA 72 sleeping space requirement.(CSFM:7300-1653.,0238) SD365TA-IV:Same as SD365T-IV but with ULC listing B200SR-WH:White, Intelligent sounder base capable of producing SD365R:White,low-profile intelligent photoelectric sensor, remote sound output with ANSI Temporal 3 or continuous tone.Intended for test capable,for use with DNR/DNRW,LiteSpeed only retrofit applications.(CSFM:7300-1653:0213) SD365RA: Same as SD365R but with ULC listing, for use with 8200SR-IV: Ivory, Intelligent sounder base capable of producing DNRA sound output with ANSI Temporal 3 or continuous tone.Intended for SD365R-IV:Ivory,low-profile intelligent photoelectric sensor,remote retrofit applications.(CSFM:7300-1653:0213) test capable,for use with DNR/DNRW B200SRA-WH:Same as B200SR-WH with,ULC listing SD365RA-IV:Same as SD365R-IV but with ULC listing,for use with B200SRA-IV:Same as B200SR-IV in Ivory color,ULC listing DNRA B200SR-LF-WH: White, Low Frequency Intelligent, programmable INTELLIGENT BASES sounder base. Produces a fundamental frequency of 520 Hz +/- 10% with a square wave or its equivalent; designed to meet the NOTE:For details on intelligent bases,see DF-60059. NFPA 72 sleeping space requirement.Intended for retrofit appiica- B300-6:White,6"base,standard flanged low-profile mounting base tions.(CSFM:7300-1653.0238) (CSFM.7300-1653:0109) B200SR-LF-IV: Ivory, Low Frequency Intelligent, programmable B300-6-IV: Ivory,6" base, standard flanged low-profile mounting sounder base. Produces a fundamental frequency of 520 Hz +/- bAse(CSFM:7300-1653:0109) 10% with a square wave or its equivalent; designed to meet the B300A-6:Same as 6300 6,ULC listed NFPA 72 sleeping space requirement.Intended for retrofit applica- tions.(CSFM:7300-1653.0238) B300A-64N: Ivory, 6"standard flanged low-profile mounting base, MOUNTING KITS AND ACCESSORIES ULC listed B300.6-BP:Bulk pack of 6300-6,package contains 10 TR300:White,replacement flange for 6210LP(A)base B501-WHITE: White, 4L' standard European flangeless mounting TR300-IV:Ivory,replacement flange for 6210LP(A)base base.UUULC listed(CSFM:7300-1653.0109) RA100Z(A):Remote LED annunciator.3.32 VDC.Mounts to a U.S. B501-BL: Black,4L'standard European flangeless mounting base. single-gang electrical box.For use with B501(A)and B300-6(A). UUULC listed(CSFM:7300-1653.,0109) M02-04-00:Test magnet B501-IV: Ivory color, 4" standard European flangeless mounting M02-09-00:Test magnet with telescoping handle base.UUULC listed(CSFM:7300-1653:0109) CK300:Color Kit(includes cover and trim ring),white,10-pack B501-WHITE-BP:Bulk pack of B501-WHITE contains 10 CK300-IV:Color Kit(includes cover and trim ring),ivory,10-pack 0224RB-WH:White,relay base(CSFM:7300-1653.0216) CK300-BL:Color Kit(includes cover and trim ring),black,10-pack B224RB-IV:Ivory,relay base(CSFM:7300-1653.0216) B224RBA-WH:White,relay base,ULC listing B224RBA-IV:Ivory,relay base,ULC listing B224BI-WH:White,isolator detector base(CSFM:7300-1653:0216) B224BI-IV:Ivory isolator detector base(CSFM:7300-1653:0216) B224BIA-WH:White,isolator detector base,ULC listing B224BIA-IV:Ivory isolator detector base,ULC listing B20OS-WH:White,Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, 9NSI Temporal 4,continuous tone,marching tone,and custom tone. Uses LiteSpeed protocol.(CSFM:7300-1653.0213) B20OS-IV: Ivory, Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. a Uses LiteSpeed protocol.(CSFM:7300-1653:0213) Page 2 of 3—DF-61010:C•5/28/2020 e l�. w J � i r' ° 'SYSTEM SPECIFICATIONS Sensitivity: Listings and Approvals • UL Applications:0.5%to 4.0%per foot obscuration. Listings and approvals below apply to the SD365 Series detectors. • ULC Applications:0.5%to 3.5%per foot obscuration In some cases, certain modules may not be listed by certain Size:2.0"(51 mm)high;base determines diameter approval agencies,or listing may be in process.Consult factory for —B300.6:6.1"(15.6 cm)diameter latest listing status. —B501:4"(10.2 cm)diameter • UUULC Listing:81059 For a complete list of detector bases see DF-60983 • FM Approved Shipping weight:3.4 oz.(95 g) • CSFM:7272-0075:0502 Operating temperature range: • SD365:32"F to 122•F(0"C to 50"C) • SD365T Series:32°F to 100"F(0•C to 38°C) • S0365R Series installed in a DNR/DNRW,-4°F to 158OF(-20°C to 70•C) ULIULC Listed Velocity Range: 0-4000 ft/min. (1219.2 m/min.), suitable for installation in ducts Relative humidity:10%—93%non-condensing Thermal ratings:fixed-temperature set point 135OF(57"C),rate-of- rise detection 15•F(8.3"C)per minute,high temperature heat 190"F (88°C) ELECTRICAL SPECIFICATIONS Voltage range:15-32 volts DC peak Standby current(max.avg.):200pA @ 24 VDC(o ne communica- tion every 5 seconds with LED enabled) Max current:4.5 mA @ 24 VDC("ON") DETECTOR SPACING AND APPLICATIONS Fire•Lite recommends spacing detectors in compliance with NFPA 72.In low airtlow applications with smooth ceiling,space detectors 30 feet(9.1m).For specific information regarding detector spacing, placement, and special applications refer to NFPA 72. A System Smoke Detector Application Guide,document SPAG91,is available at www.systemsensor.com. LlteSpeedlm is a trademark, and Fire-Lite®Alarms and System Sensore are registered trademarks of Honeywell International Inc. 02020 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. ISO 9001 We try to keep our product Information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. =7�•.o BiUiE811iu8MIiAfACi1131N6 QUALITY SYSTEMS For more Information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:Mexico www.firelite.00m Page 3 of 3—DF-61010:C•5128/2020 rr; r � DF-61011:B H365 Series Addressable Heat Detectors Rne-LiTUALarM -by Honeywell. Addressable Devices The Fire-Lite® Alarms •H365(A), H365R(A), and H365HT(A) addressable plug-in thermal detectors are designed for both perfor- mance and aesthetics and are a direct replacement for the H355 Series.A new modem, sleek, contemporary design and advanced thermal technologies make the H365(A)Series ideal for both system operation and building design. Exclusively for use with Fire-Lite's addressable fire alarm control `'` ,, panels,the-H365(A)Series point ID capability allows each detector's address to be set with rotary, decimal address switches, providing exact detector location for emergency personnel to quickly locate a _ fire during its early stages, potentially saving precious rescue time while also reducing property damage.Two LEDs on each sensor light to provide a local,visible sensor indication. The H365(A) Series includes fixed temperature, rate-of-rise and I � k high heat fixed temperature detectors that provide effective, Intelli- gent property protection for a variety of applications.Detectors are available for both LiteSpeedTM and CLIP applications as designated. Features SLC LOOP: OPTIONS: • Two-wire SLC loop connection Remote LED output connection to optional RA1002 remote LED • Unit uses base for wiring annunciator ADDRESSING: Installation • Addressable by device • H365 Series plug-in intelligent thermal detectors use a detachable Rotary,decimal addressing (Refer to the al ad Fire-Lite panel manuals for device capacity.) base to simplify installation, service and maintenance. Installation instructions are shipped with each detector. ARCHITECTURE. Mount detector base(all base types)on an electrical backbox which • Designed to meet UL 268 7th Edition is at least 1.5"(3.81 cm)deep. For a chart of compatible junction • Sleek,low-profile,stylish design boxes,see DF-60059. • State-of-the-art thermistor technology for fast response NOTE.Because of the inherent supervision provided by the SLC loop, • Integral communications and built-in device-type identification end-of-line resistors are not required. Wiring`T-taps"or branches are permitted for Style 4(Class B7 wiring only. • Built-in tamper resistant feature When using relay or sounder bases, consult the 1300(A) installation • Built-in functional test switch activated by external magnet sheet 156-3626 for device limitations between isolator modules and iso- lator bases. OPERATION: • Fixed•temperature model (H365(A)) factory preset to 135"F Applications (57°C) - Use thermal detectors for protection of property.For further informa- • Rate-of-rise model(H365R(A)),15"F(8.3"C)per minute tion, refer to 156-6525, Applications Manual for System Smoke • High-temperature model.(H365HT(A)) factory preset to 190"F Detectors,which provides detailed information on detector spacing, (88"C) placement,zoning,wiring,and special applications. • 360%field viewing angle of the two visual alarm indicators, LEDs blink red in Normal condition and turn on steady red in Alarm Construction • LEDs blink every time the unit is polled These detectors are constructed of fire-resistant plastic.The H365 Series plug-in intelligent thermal detectors are designed to commer- MECHANICALS: cial standards and offer an attractive appearance. • Sealed against back pressure • SEMS screws for wiring of the separate base Operation • Designed for direct-surface or electrical-box mounting Each H365 Series detector uses one of the panel's addresses(total • Plugs into separate base for ease of installation and maintenance limit is panel dependent)on the Fire•LiteJCI Signaling Line Circuit • Separate base allows interchange of photoelectric,ionization and (SLC).It responds to regular polls from the control panel and reports thermal sensors its type and the status.If it receives a test command from the panel . (or a local magnet test),it stimulates its electronics and reports an OTHER SYSTEM FEATURES: alarm.,It blinks its LEDs when polled and turns the LEDs on when • Remote test feature from the panel commanded by the panel.The H365 Series offers features and per- Walk test with address display formance that represent the latest in thermal detector technology. • Low standby current DF-61011:B•6/26/2019=Page 1 of 3 ( a Product Line Information B200SA-IV:Same as B200S-IV,ULC listing NOTE:=IV"suffix indicates CLIP and LiteSpeed device. B200SCOA-WH:White, Intelligent,programmable sounder base in NOTE:'A"suffix indicates Canadian version. English/French (required in Canada for ULC applications with CO Series detector applications H365: White; low-profile intelligent 135°F fixed thermal sensor, B200SCOA-IV: Ivory Intelligent, programmable sounder base in LiteSpeed only English/French (required in Canada for ULC applications:with CO H365A:Same as H365 but with ULC listing Series detector applications,ULC listing H365-IV: Ivory, low-profile intelligent 135°F fixed thermal sensor, 8200S-1-F-WH: White, Low Frequency Intelligent, programmable LiteSpeed and CLIP sounder base. Produces a fundamental frequency of 520 Hz +/- H365A-IV:Same as H365-IV but with ULC listing 10% with a square wave or its equivalent; designed to meet the NFPA 72 sleeping space requirement.(CSFM:7300-1653:0238) H36511:_White, low-profile intelligent rate-of-rise thermal sensor, 6200S-LF-IV: No Low Frequency Intelligent,LiteSpeed only Ivory, q Y g programmable sounder base. Produces a fundamental frequency of 520 Hz +/- H365RA:Same as H365R but with ULC listing 10% with a square wave or its equivalent; designed to meet the H365R-IV:Ivory,low-profile intelligent rate-of-rise fixed thermal sen- NFPA 72 sleeping space requirement.(CSFM:7300-1653.0238) sor,LiteSpeed and CLIP B200SR-WH:White, Intelligent sounder base capable of producing H365RA-IV:Same as H365R-IV but with ULC listing sound output with ANSI Temporal 3 or continuous tone.Intended for H365H: White, low-profile.intelligent 190°F fixed thermal sensor, retrofit applications.(CSFM:7300-1653:0213) LiteSpeed only B200SR-IV: Ivory, Intelligent sounder base capable of producing H365HA:Same as H365H but with ULC listing sound output with ANSI Temporal 3 or continuous tone.Intended for retrofit applications.(CSFM:7300-1653.0213) H365H-IV:Ivory,low-profile intelligent 190°F thermal sensor,Lite- B200SRA-WH:Same as B200SR-WH with,ULC listing Speed and CLIP H365HA-IV Same as H365H-IV but with ULC listing B200SRA-IV:Same as B200SR-IV in Ivory color,ULC listing B200SR-LF-WH: White, Low Frequency Intelligent, programmable INTELLIGENT BASES sounder base. Produces a fundamental frequency of 520 Hz +/- NOTE:For details on intelligent bases,see DF-60059. 10% with a square wave or its equivalent; designed to meet the B300-6:White,6"base,standard flanged low-profile mounting base NFPA 72 sleeping space requirement. Intended for retrofit applica- (CSFM:7300-1653:0109) tions.(CSFM:7300-1653.0238) B300.6-IV:, Ivory,6" base, standard flanged low-profile mounting B200SR-LF-IV: Ivory, Low Frequency Intelligent, programmable base(CSFM:7300-1653.0109) sounder base. Produces a fundamental frequency of 520 Hz +/- 10%with a square wave or its equivalent; designed to meet the B300A-6:Same as B300-6,ULC listed NFPA 72 sleeping space requirement. Intended for retrofit applica- B300A-6-IV: Ivory, 6"standard flanged low-profile mounting base, tions.(CSFM:7300-1653:0238) ULC listed MOUNTING KITS AND ACCESSORIES B300-6-BP:Bulk pack of B300-6,package contains 10 TR300:White,replacement flange for B210LP(A)base B501-WHITE: White, 4" standard European flangeless mounting TR300-IV:Ivory,replacement flange for B210LP(A)base base.UUULC listed(CSFM:7300-1653:0109) RA100Z(A):Remote LED annunciator.3-32 VDC.Mounts to a U.S. B501-BL: Black,4"standard European flangeless mounting base. single-gang electrical box.For use with B501(A)and B300-6(A). UUULC listed(CSFM:7300-1653:0109) M02-04-00:Test magnet B501-IV: Ivory color, 4" standard European flangeless mounting base.UUULC listed(CSFM:7300-1653:0109) M02-09-00:Test magnet with telescoping handle B501-WHITE-BP:Bulk pack of B501-WHITE contains 10 CK300:Color Kit(includes cover and trim ring),white,10-pack B224RB WH:White;relay base(CSFM:7300-1653:0216) CK300-IV:Color Kit(includes cover and trim ring),ivory,10-pack B224RB-IV:Ivory,relay base(CSFM:7300-1653:0216) CK300-BL:Color Kit(includes cover and trim ring),black,10-pack B224RBA-WH:White,relay base,ULC listing B224RBA-IV:Ivory,relay base,ULC listing B224BI-WH:White,isolator detector base(CSFM:7300-1653:0216) B224BI-IV:Ivory isolator detector base(CSFM:7300-1653:0216) B224BIA WH:White,isolator detector base,ULC listing B224BIA-IV:Ivory isolator detector base,ULC listing B20OS-WH:White,Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses FlashScan protocol.(CSFM:7300-1653:0213) B20OS-IV: Ivory, Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses FlashScan protocol.(CSFM:7300-1653:0213) B200SA-WH:Same as B200S-WH,ULC listing Page 2 of 3—DF-61011:8-6/26/2019 SYSTEWSP:ECIFICATIONS "Size:2.0"(5.3 cm)high;base.determines diameter —B300.6:6.1"(15.6 cm)diameter —B501:.4"(10.2 cm),diameter. Fora complete:list of detector-bases see DF-60983 Shipping weight:3.4 oz.(95 g) Operating temperature range: • .H365,•H366R Series:-4"F to 100"F(-20"C to 38"C) • H365H Series:—4°F to 150"F(-20"C to 66"C) Detector spacing: UL approved for 50 ft:.(15.24 m)center-to-cen- ter,FM approved for 25 x 25 ft.(7.62 x 7.62 m).spacing Relative humidity:.10%—93%non-condensing Thermal ratings:fixed-temperature set point 135°F(57°C),rate-of- rise detection 15"F.(8.3°C)per minute,-high temperature heat 190"F (88"C) Mounting::B300-6(A)flanged base,included See"Product Line:lnformation:Intelligent Bases,"if using a dif- ferent base. ELECTRICAL SPECIFICATIONS Voltage range:15-32 volts DC peak Standby,current(max.avg.):.200uA @ 24 VDC.(one communica- tion every.5 seconds with LED enabled). 'Max current:4.5 mA @ 24 VDC.("ON") Listings and Approvals Listings and approvals below apply to the H365(A)Series detectors.. In some.-cases, certain modules may not-be listed' by.certain approval agencies;or listing may be in process.'Consult factory for latest listing status. • 'UUULC-Listing:S2517 • FM Approved • CSFM:7272-0075:0501 LiteSpeedTM is a trademark and Fire-Lite®Narrns is a registered trademark of Honeywell International Inc. @2019 by Honeywell International Inc.All rights reserved.-Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. ISO: 9001 We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. 8iilll91N1 aMANIHI911111 I QUALITY-SYSTEMS For more information,contact Fire-Lite Narrns.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:Mexico www.firelite:com Page 3 of 3—DF-61011:B•6/26/2019 riw�7 DF-52013:1)•E-100 BG-12Lx 8-Fire-LITeFALWMS Addressable Manual Pull Station by Honeywell Addressable Device General . The Fire-Lite BG-12LX is a state-of-the-art, dual-action (i.e., requires two motions to activate the station) pull station that f includes an addressable interface (mounted inside) for Fire-Lite's addressable fire alarm control panels (FACPs) • Because the BG-12LX is addressable, the control panel can display the exact location of the activated manual station.This leads fire personnel quickly to the location of the alarm. Features PUSH IN • Maintenance personnel can open station for inspection and IPULLDOWN address setting without causing an alarm condition. • Built-in bicolor LED,which is visible through the handle of i the station,flashes in normal operation and latches steady red when in alarm. • Handle latches in down position and the word"ACTIVATED" appears to clearly Indicate the station has been operated. • Captive screw terminals wire-ready for easy connection to SLC loop(accepts up to 12 AWG/3.25 mm2 wire). • Can be surface mounted (with SB-10 or SB-1/0) or semi- flush mounted. Semi-flush mount to a standard single- .9 gang,double-gang,or 4"(10.16 cm)square electrical box. • Smooth dual-action design. a • Meets ADAAG controls and operating mechanisms guide- LL lines (Section 4.1.3[13]); meets ADA requirement for 5 lb. maximum activation force. • Highly visible. usually needed for semi-flush mounting with 4"(10.16 cm)or Attractive ghape and textured finish, double-gang boxes(not with single-gang boxes). • Key reset. . Operation • Includes Braille text on station handle. • Optional trim ring.(BG 1 2TR). Pushing in,then pulling down on the handle causes it to latch in the down/activated position.Once latched,the word "ACTT-Meets UL 36, Standard for Manually Actuated Signaling VATED" (in bright yellow) appears at the top of the handle, Boxes. while a portion of the handle protrudes from the bottom of the station.To reset the station,simply unlock the station with the Construction key and pull the door open.This action resets the handle;clos- Shell,door, and handle are molded of durable polycarbonate ing the door automatically resets the switch. material with a textured finish. Each manual station, on command from the control panel, sends data to the panel representing the state of the manual Specifications switch.Two rotary decimal switches allow address settings (1—159 with Breakaway Tab removed for MS-9600 Series,1— • Shipping Weight:9.6 oz.(272.15 g) 99 and MS-92000DLS,1—50 for MS-9050UD). • Normal-operating voltage:24 VDC. Maximum SLC loop voltage:26.0 VDC. Architectural/Engineering • Maximum SLC standby current:375 NA. Specifications • Maximum.SLC alarm current:5 mA. Manual Fire Alarm Stations shall be non-coded, with a key- -Temperature Range:32°F to 120°F(0°C to 49°C) operated reset lock in order that they may be tested,and so • Relative Humidity:10%to 93%(noncondensing) designed that after actual Emergency Operation,they cannot be restored to normal except by use of a key.An operated sta- • For use Indoors In a dry location tion shall automatically condition itself so as to be visually detected as activated.Manual stations shall be constructed of Installation red-colored polycarbonate material with clearly visible operat- . - The BG-12LX will mount semi-flush into a single-gang,double- ing instructions provided on the cover. The word FIRE shall gang,or standard 4"(10.16 cm)square electrical outlet box,or appear on the front of the stations in white letters,1.00 inches will surface mount to the model SB-10 or SB-1/0 surface back- (2.54 cm) or larger. Stations shall be suitable for surface box. If the BG-12LX is being semi-flush mounted, then the mounting on matching backbox SB-10 or SB-1/0;or semi-flush mounting on a standard single-gang, double-gang, or optional trim ring (BG12TR) may be used. The BG12TR is 4"(10.16 cm) square electrical box, and shall be installed p DF-520130•411 31201 2—Page 1 of 2 n /r I J. . 1 within the limits defined by the Americans with Disabilities Act (ADA) or per national/local requirements. Manual Stations shall be Underwriters Laboratories listed. Manual stations shall connect with two wires to one of the con- trol panel SLC loops.The manual station shall,on command from the control panel,send data to the panel representing the state of the manual switch. Manual stations shall provide address setting by use of rotary decimal switches. Product Line Information BG-12LX: Dual-action addressable pull station. Includes key locking feature.(Listed for Canadian and non-Canadian appli- cations.) SBA0:Surface backbox;metal. SB-UO:Surface backbox;plastic. BG12TR:Optional trim ring. 17003:Keys,set of two. Agency Listings and Approvals In some cases, certain modules or applications may not be listed by certain approval agencies, or listing may be in pro- cess.Consult factory for latest listing status. • UL/ULC Listed:S711 (listed for Canadian and non-Cana- dlan applications). - MEA:67-02-E. • CSFM:7150-0075:0184. FM Approved. Patented: U.S. Patent No. D428,351; 6,380,846; 6,314,772; 6,632,108. FireLlte®Alarms®is a registered trademark of Honeywell International Inc. 02012 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document Is not intended to be used for installation purposes. 'SO 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. r USlNEWNS INNGUACI®IN All specifications are subject to change without notice. �® QUALITY SYSTEMS Made in the U.S.A. For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. www.firelite.com Page 2 of 2—DF-52013:1)•4/13/2012 v L'% SYSTEM `' SENSOR® F F Indoor Selectable- IR. R Output Horns, u i Strobes, and Horn Strobes for Wall Applications System Sensor L-Series audible visible notification products are rich with features guaranteed to cut installation times and maximize profits with lower - r current draw and modern aesthetics. Features The System Sensor L•Series offers the most versatile and easy- • Updated modern aesthetics too-use line of horns,strobes,and horn strobes in the industry with low current draws and modern aesthetics.With white and red plastic • Small profile devices for Horns and Horn Strobes housings,standard and compact footprint devices,System Sensor • Plug-in design with minimal intrusion into the back box L-Series can meet virtually any application requirement. • Tamper-resistant construction The entire L-Series product line,wall-mount horns,strobes,and horn • Automatic selection of 12-or 24-volt operation at 15 and 30 strobes include a variety of features that increase their application candela versatility while simplifying installation.All devices feature plug-in • Field-selectable candela settings on wall units: designs with minimal intrusion into the back box,making installations 15,30,75,95,110,135,and 185 fast and foolproof while virtually eliminating costly and time- • Horn rated at 88+dBA at 16 volts consuming ground faults. • Rotary switch for horn tone and two volume selections To further simplify installation and protect devices from construction • Mounting plate for all standard and wall units damage,the L-Series mounting plates utilize an onboard shorting • Mounting plate shorting spring checks wiring continuity before spring,so you can test wiring continuity before the device is device installation installed. • Electrically Compatible with legacy SpectrAlert and SpectAlert L-Series devices easily adapt to a suit a wide range of application Advance devices requirements using field-selectable candela settings,automatic • Compatible with MDL3A sync module selection of 12-or 24-volt operation,and a rotary switch for horn • Listed for wall mounting only tones with two volume selections. Agency Listings ULC FM LISTED APPFIMD S5512 FM approved except S4011 for ALERT models 3057383.3057072 L-Series Specifications Arch itect/En gineer Specifications General L-Series standard horns,strobes,and horn strobes shall mount to a standard 2 x 4 x 1 7/s-inch back box,4 x 4 x 1%z-inch back box,4-inch octagon back box,or double-gang back box.L-Series compact products shall mount to a single-gang 2 x 4 x 17/e-inch back box.A universal mounting plate shall be used for mounting wall products for all standard models and a separate universal mounting plate shall be used for mounting wall compact models.The notification appliance circuit wiring shall terminate at the universal mounting plate.Also,LSeries products,when used with the Sync•Circulf'Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync-Circuit Module,12-volt-rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts;24-volt-rated notification appliance circuit outputs shall operate between 16.5 and 33 volts.Indoor LSeries products shall operate between 32 and 120 degrees Fahrenheit(0 to 49 degrees Celsius)from a regulated DC or full-wave rectified unfiltered power supply.Strobes and horn strobes shall have field-selectable candela settings including 15,30,75,95,110,135,and 185. Strobe The strobe shall be a System Sensor LSeries Model listed to ULC and shall be approved for fire protective service.The strobe shall be wired as a primary-signaling notification appliance and comply with the requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system. Horn Strobe Combination The horn strobe shall be a System Sensor LSeries Model listed to ULC and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have two audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous) pattern.These options are set by a multiple position switch.The horn on horn strobe models shall operate on a coded or non-coded power supply. Synchronization Module The module shall be a System Sensor Sync-Circuit model MDL3A listed to ULC and shall be approved for fire protective service.The module shall synchronize strobes at 1 Hz and horns at temporal three.Also,while operating the strobes,the module shall silence the horns on horn strobe models over a single pair of wires.The module shall mount to a 411/16 x 411/16 x 21/8-inch back box.The module shall also control two Style Y(class B)circuits or one Style Z(class A)circuit.The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control.The module shall not operate on a coded power supply. Physical/Electrical Specifications Standard Operating Temperature 32°F to 120°F(0°C to 49°C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC or regulated 24 DC/FWR' Operating Voltage Range 8 to 17.5 V(12 V nominal)or 16 to 33.V(24 V nominal) Operating Voltage Range MDL3 Sync Module 8.5 to 17.5 V(12 V nominal)or 16.5 to 33 V(24 V nominal) InputTerminal Wire Gauge 12 to 18 AWG Wall-Mount Dimensions(Including lens) 5.6-L x 4.7"W x 1.25-D(143 mm L x 119 mm W x 32 mm D) Compact Wall-Mount Dimensions(including lens) 5.26"L x 3.46"W x 1.93"D(133 mm L x 88 mm W x 49 mm D) Horn Dimensions 5.6-L x 4.7"W x 1.25-D(143 mm L x 119 mm W x 32 mm D) Compact Horn Dimensions 5.25"L x 3.45"W x 1.25"D(133mm L x 88mm W x 32mm D) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. 2.P,S,PC,and SC products will operate at 12 V nominal only for 15 cd and 30 cd. ULC Current Draw Data ULC Max.Strobe Current Draw(mA RMS) ULC Max.Horn Current Draw(mA RMS) 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-93 Votts Candela DC DC FWR Sound Pattem dB DC DC FWR Candela 15 88 43 60 Temporal High 39 44 54 Range 30 143 63 83 Temporal Low 28 32 54 75 N/A 107 136 Non-Temporal High 43 47 54 95 N/A 121 155 Non-Temporal Low 29 32 54 110 N/A 148 179 3.1 KHz Temporal High 39 41 54 135 N/A 172 209 3.1 KHz Temporal Low 29_ 32 54 185 N/A 222 257 3.1 KHz Non-Temporal High 42 43 54 3.1 KHz Non-Temporal Low 28 29 54 Coded High 43 47 54 3.1 KHz Coded High 42 43 54 ULC Max.Current Draw(mA RMS),2-Wire Horn Strobe,Candela Range(15-115 cd) 8-17.5 Volts 16-33 Volts DC Input 15cd 30cd 15cd 30cd 75cd 95cd 110cd 135cd 185cd Temporal High 98 158 54 74 121 142 162 196 245 Temporal Low 93 154 44 65 111 133 157 184 235 NonJemporal High 106 166 73 94 139 160 182 211 262 Non-Temportal Low 93 156 51 71 119 139 162 190 239 3.1KTemporal High 93 156 53 73 119 140 164 190 242 3.1 K Temporal Low 91 154 45 66 112 133 160 185 235 3.1K Non-Temporal High 99 162 69 90 135 157 175 208 261 3.1 K Non-Temporal Low 93 156 52 72 119 138 162 192 242 16FWR FWR Input 15cd 30cd 75cd 95cd 110cd 135cd 185cd Temporal High 83 107 156 177 198 234 287 Temporal Low 68 91 145 165 185 223 271 Non-Temporal High 111 135 185 207 230 264 316 Non-Temportal Low 79 104 157 175 197 235 283 3.1 K Temporal High 81 105 155 177 196 234 284 3.1KTemporal Low 68 90 145 166 186 222 276 3.1 K Non-Temporal High 104 131 177 204 230 264 326 3.1 K Non-Temporal Low 77 102 156 177 199 234 291 Horn Tones and Sound Output Data Horn and Horn Strobe Output Anechoic(dBA) 8-17.5 16-33 Switch Volts Volts Position Sound Pattern dB DC DC FWR 1 Temporal High 90 96 95 2 Temporal Low 82 87 88 3 Non-Temporal High 90 96 95 4 Non-Temporal Low 81 88 88 5 3.1 KHz Temporal High 85 90 89 6 3.1 KHz Temporal Low 76 82 82 7 3.1 KHz Non-Temporal. .High 84 90 90 8 3.1 KHz Non-Temporal Low 76 82 83 9' Coded High 90 96 96 10' 3.1 KHz Coded High 84 90 90 Settings 9 and 10 are not available on the 2-wire horn strobes. L-Series Dimensions 1.91 3.46 —3.46 �1.25 - 1.25 00 LIS5.27 5.27 1�4100000�I�I�I�Ir��l o Compact Horn/Strobe Compact Horn 4.70 1.91 1.25 4.70 �1.25 5.67 .'!• 67 Horn/Strobe Horn L-Series Ordering Information Model Description Model Description Wall Horn Strobes Horns P2RLA 2-Wire,Horn Strobe,Red,Bilingual HRLA Horn,Red P2WLA 2-Wire,Horn Strobe,White,Bilingual HWLA Horn,White P2GRLA .2-Wire,Compact Horn.Strobe,Red,Bilingual HGRLA Compact Horn,Red P2GWLA 2-Wire,Compact Horn Strobe,White,Bilingual HGWLA Compact Horn,White P2RLA-P 2-Wire,Horn Strobe,Red,Plain Accessories P2WLA-P 2-Wire,Horn Strobe,White,Plain TR-2 Universal Wall Trim Ring Red Wall Strobes TR-2W Universal Wall Trim Ring White SRLA- Strobe,Red,Bilingual SBBRL Wall Surface Mount Back Box,Red SWLA Strobe,White,Bilingual SBBWL Wall Surface Mount Back Box,White SGRLA Compact Strobe,Red,Bilingual SBBGRL Compact Wall Surface Mount Back Box,Red SGWLA Compact Strobe,White,Bilingual SBBGWL Compact Wall Surface Mount Back Box,White SRLA-P Strobe,Red,Plain SWLA-P Strobe,White,Plain For strobe models,add suffix-E for English only,-F for French only except for-P models. SYSTEM 6581 Kitimat Rd.,Unit • Mississauga,Ont. 02017 Systent Sensor. Phone:800SENSOR2 Fax:905-812-0771 Roducssu ioUaOewho . s ta wnent paduat infmton,i the latestvnaslon of this datasi—t.SENSOR www.systemsensocca AVD588401.03-17 GlieckBox After.Reading: I;the undersigned,understand that the issuance of a permit for the type which is herein applied for i§based•`on the agreemenf to conform to'ill regulations and requirements.I further understand that non-compliance of said re4uirements,by.myself.or`dny.officer.or' employee o£f ie,fiirm or individual fisted as the applicant on this form,shall be cause for revocation of said permit.Upon revocation of said'p'ermit-:the.` applicant eany,emoye ple of the applicant shall be prohibited to conduct such work for,which this,permit was issued.The'reissuance of a,permit.shall,be based_upon review of the circumstances leading to the revocation..Any false statement(s)made herein are punishable:as a Class,misdemeanor pursuant'_'' to Section 210.45'of the-Penal Law Application Submitted By(print name): (� p L�� authorized Agent ❑Owner Company(if applicable): 6 �- 15�1 T 6 Mc S J -Pm4 a e_ Applicant Signature: �— r Date: z( Z 7— FIRE PR TECTION SYSTEM EI MI APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). • FIRE ALARM/'CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES • FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES • FIXED FIRE SUPPRESSION;HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$250 permit fee is iequired for a non-residential permit.A$50 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. APR 2 2 2922 D, BUILDING ucp 1, TOWN OF SOUTHOLD FOR OFFICE USE ONLY, Amount Paid:':� Check No.: 17 Q FM: Permit777777-7- No;; " "," Date: Exp.Date:, . - 2 dbp qf13 It Lf 5l3 3 Section 9: Power Supply Calculations 9.1 Overview This section contains instructions and tables for calculating power supply currents in alarm and standby conditions.This is a four-step process,consisting of the following: 1. Calculating the total amount of AC branch circuit current required to operate the system 2. Calculating the worst-case system current load on the control panel,when primary(AC)power is applied,to assure that the limit of the its internal power supply will not be exceeded.This considers the fire alarm condition only. 3. Calculating the total current load on the batteries(secondary power source)in the event of an AC power loss.This considers both standby and fire alarm conditions. 4. Calculating the size of the batteries required to support the system if AC power loss occurs,based on the total battery current load, plus a regulatory agency mandated derating factor. 9.2 Calculating the AC Branch Circuit The control panel requires connection to a separate,dedicated AC branch circuit,which must be labeled FIRE ALARM.This branch circuit must connect to the line side of the main power feed of the protected premises.No other non-fire alarm equipment may be pow- ered from the fire alarm branch circuit.The branch circuit wire must run continuously,without any disconnect devices,from the power source to the control panel.Overcurrent protection for this circuit must comply with Article 760 of the National Electrical Codes as well as local codes.Use 14 AWG(2.00 mm2)wire with 600 volt insulation for this branch circuit. Use Table 9.1,to determine the total amount of current,in AC amperes(A),that must be supplied to the system. Device Type Number of Current Draw Total Current per Devices (AC amps) Device ES-20OX 1 X 3.25 = CHG-75 [ ] X 2.05 = CHG-120F [ ] X 2.00 = [ ] X [ ] _ Sum Column for AC Branch Current Required I = Table 9.1 AC Branch Circuit Requirements 9.3 Calculating the System Current Load 9.3.1 Overview The control panel's internal power supply must support all connected devices while primary(AC)power is applied.The continuous sys- tem current load is highest during a fire alarm condition.To calculate the fire alarm load on the internal power supply,use Calculation Column 1 in Table 9.3 on page 129. The secondary power source(batteries)must be able to power the system under both standby and fire alarm conditions upon loss ofpri- mary(AC)power.To calculate the fire alarm load on the secondary power source,use Calculation Column 2 in Table 9.3 on page 129. To calculate the standby load on the secondary power source,use Calculation Column 3 in Table 9.3 on page 129. All currents are given in amperes(A).Table 9.2 shows how to convert milliamperes and microamperes to full amperes. To convert... Multiply Example Milliamperes(mA)to mA x 0.001 3 mA x 0.001=0.003A amperes(A) Microamperes(NA)to NAx 0.000001 300 pA x 0.000001=0.0003 A amperes(A) Table 9.2 Converting to Full Amperes 9.3.2 How to Calculate System Current Load Use Table 9.3 on page 129 to calculate current load as follows: 1. Enter the quantity of devices in all three columns. 2. Enter the current draw where required.Refer to the Device Compatibility Document and SWIFT Manual for compatible devices and their current draw. 3. Calculate the current draws for each inall columns. 4. Sum the currents for each column.This is the total load. 5. Verify that the total from Column 1 is less than or equal to the value specified in the note. 6. Copy the totals from Column 2 and Column 3 to Table 9.4 on page 130. Table 9.3 contains columns for calculating current load.For each column,calculate the current and enter the total(in amperes)in the bot- tom row.When finished,copy the totals from Calculation Column 2 and Calculation Column 3 to Table 9.4 on page 130.For maximum output current available per circuit and per panel,refer to Section 1.2,"Specifications",on page 14. 128 ES-200X Series Manual-P/N LS 10131-000FL-E:C 7/25/2018 C ✓ Calculating the System Current Load Power Supply Calculations Calculation Column 1 Calculation Column 2 Calculation Column 3 Device Type Primary(AC)Power Source Secondary(Battery)Power Source Secondary(Battery)Power Source Fire Alarm Current(amps) Fire Alarm Current(amps) Standby Current(amps) City X[current draw]= Total City X[current draw]= Total City X[current draw]= Total Main Circuit Board 1 X[0.257]= 1 X[0.141]= IPOTS-COM Communicator [ ] X[0.041]= [ ] X[0.041]= [ ] X[0.04"o CELL-MOD/CAB-FL [ ] X[0.100]= 0.100 [ ] X[0.100]= 1010 I 1 ] X[0.055]= D, PWRMOD24 N/A [ ] X[0.008]= [ ] X[0.007]= ANN-80 [ ] X[0.040]= 0.OqO [ i ] X[0.040]= 0.Q © [ ] X[0.015]= ANN-100 [ ] X[0.025]= [ ] X[0.025]= [ ] X[0.020]= ANN-(R)LED [ ] X[0.068]= [ ] X[0.068]= [ ] X[0.028]= ANN-RLY [ ] X[0.075]= [ ] X[0.075]= [ ] XI0.015]= ANN-1/0 [ ] X[0.200]= [ ] X[0.200]= [ ] X[0.035]= ANN-S/PG [ ] X[0.045]= [ ] XI0.045]= [ ] X[0.045]= ECC-FFT WA [ ] X[0.230]= [ ] X[0.120]= 4XTMF I ] X[0.011]2= [ ] X[0.011]= [ ] X[0.005]= 4-wire Detector Heads [ ] X[ ]= [ ] X[ 13= [ ] X[ ]= Power Supervision Relays [ ] X[0.025]= [ ] X[0.025]= [ ] X[0.025]= CP350,CP355 [ ] X[0.00030]= SD350,SD355,SD365 [ ] X[0.00030]= SD355CO [ ] X[0.00030]= SD350T SD355T,SD365T [ ] X[0.00030]= AD350,AD355 [ ] X[0.00030]= H350,H355,H365 [ ] X[0.00030]= Q H350R,H355R,H365R [ ] X[0.00030]= H355HT,H365HT [ ] X[0.00030]= D350P,D350PL [ ] X[0.00030]= D350RP,D350RPL [ ] X[0.00030]= B501131-1, B501BHTs [ ] X[0.001]= B224RB Relay Base [ ] X[0.00050]= B224BI Isolator Base [ ] X[0.00045]= MMF300 maximum alarm draw 0.400 maximum alarm draw 0.400 [ ] X[0.00040]= for all devices= for all devices= MMF300-10 [ ] X[0.00350]= MDF-300 [ ] X[0.00075]= MMF301 [ ] X[0.000375]= MMF302 [ ] X[0.00027]= MMF-302-6 [ ] X[0.00200]= BG-12LX [ ] X[0.00030]= CMF-300 [ ] XI0.00039]= CMF300-6 I ] X[0.00225]= CRF-300 [ ] X[0.00027]= CRF300-6 [ ] X[0.00145]= 1300 [ ] X[0.00040]= ISO-6 [ ] X[0.00045]= W-GATE [ ] X[0.040]or[0.024]s NAC#1 [ t ] X[ ]= O I 1 X[ 1= NAC#27 [ 1 ] 1'OXI ]= d I 1 X[ 1= NAC#37 [•*} X[ ]= I ] X[ 1= NAC#47 [ r f X[ ]= I ] X[ 1= FCPS(remote sync) I ] X[0.02]= o•o [ ] X[0.0217]= ,a 'i Current Draw from TB3 [ ] [ ]= [ ] I ]= Sum each column for totals AC Powered, y Battery Powered, Battery Powered, Fire Alarm Load a= 1 t I e Z) Fire Alarm Load 9=Q t +6 Standby Load 10= P ag, Table 9.3 System Current Load Calculations 1 Main board with display only. 2 If using the Reverse Polar ri Alarrm output,add 0.005 A�amps:if using the Reverse Polarity Trouble output,add another 0.005 art�p�\ 3 Refer to the Device Compatibility Document for standby current. C /\ I( b 4 Must use compatible listed Power Supervision Relay. I AA 5 Maximum alarm current for each sounder base is 0.015 amps which must be supplied by aux.24VDC source. pJ� r4[I�Q I 6 When powered by an external source,use 0.040A.When powered by the SLC,use 0.024A. 7 If using Gentex brand NACs,the max number of devices for each NAC output is 35.The"UL Max"current rating,published in their data sheets,must be used in order to maintain performance under low battery conditions with the maximum wire resistances shown in Table D.2 on page 144. 8 Total Alarm current load cannot exceed 3.0 amps or 6.0 amps only when the PWRMOD24 option module is installed. -rV]' ��e I p) -r' 9 When AC power is initially applied to the panel and the battery is not fully charged,an initial charge current of up to 5.3 amps may be observed at the battery.This high current is only applied for a very short duration(milliseconds)and does not affect system load or battery size calculations. 10 Total Standby current load cannot exceed 2.25 amps. ES-200X Series Manual-P/N LS 10131-OOOFL-E:C 7/25/2018 129 j Power Supply Calculations Calculating the Battery Size 9.4 Calculating the Battery Size Use Table 9.4 to calculate the total Standby and Alarm load in ampere hours(AH).This total load determines the battery size(in Ali), required to support the system upon loss of primary(AC)power.Complete Table 9.4 as follows: 1. Enter the totals from Table 9.3 on page 129,Calculation Columns 2 and 3 where shown 2. Enter the NFPA Standby and Alarm times(refer to'NFPA Requirements'below) 3. Calculate the ampere hours for Standby and Alarm,then sum the Standby and Alarm ampere hours 4. Multiply the sum by the derating factor of 1.2 to calculate the proper battery size(in AM 5. Write the ampere hour requirements on the Protected Premises label located inside the cabinet door Total Standby Load,Battery Powered Required Standby Time (from Table 9.3 �a�9.3 Calculation Column 3) (24 hours) z [ 03,9] XI �Y ] = 4AH Total Fire Alarm Load,Battery Powered Required Alarm Time (from Table 9.3 Calculation Column 2) (for 5 min.,enter 0.084, [ r for 10 min.,enter 0.168) 7 t I�6 X ] '.J AH Sum of Standby and Alarm Ampere Hours = k, AH Multiply by the Derating Factor X 1.2 Battery Size,Total Ampere Hours Required = I O., AH Table 9.4 Total Secondary Power Requirements at 24 VDC 9.4.1 NFPA Battery Requirements NFPA 72 Local,Proprietary,Central,Auxiliary and Remote Fire Alarm Systems require 24 hours of standby power followed by 5 min- utes in alarm 9.4.2 Selecting and Locating Batteries Select sealed lead acid batteries that meet or exceed the total ampere hours calculated in Table 9.4.The control panel can charge batter- ies in the 7 AH to 18 AH range.The control panel cabinet is capable of housing batteries up to 18 AH.Batteries larger than 18 AH require a UL listed external battery charger and cabinet such as the BB-26,B13-55F or other UL listed external battery cabinet. IS sv �rf � 1 c i A-P0 C �� 4� 130 ES 100X Series Manual—P/N LS 10131-000FL-E:C 7/25/2018 Fire Alarm System Alteration Statement of Work Tvoe oaf System: Conventional Addressable_ • Fire Prevention Alteration Permit# Number of Devices affected: New Relocated Deleted j Present Battery Caoabilities: Sufficient for Alterations Changed New Zones Or _� (Submit Calc's) NAGS Installed? e4 eQ- Device Make/Modelt cu o e c/ /Q � '12- ,-0LL C U T f (submit sheets) Area/Room effect: S L) (Number&Change) (ie,Stockroom W 4 e,00 USe ,f LC Q 4 2 Smokes Added) s Aj S Py e.L� 4 eUIC�� Brief Summary: e ss 149 GQ I, e �{ A— Ahhf rroN.4 t 0C.Ef QrbQ A 41 Signature off ApplicantA EMAIL (�f 7-4 L Co Al Fire Alarm System Alteration Statement of Work Type of System: Conventional Addressable Fire Prevention Alterati—rmit# Number of Devices affected: Nemk?2— Relocated Deleted j Present Battery Capabilities: Sufficient for Alterations Changed New Zones Or Z� (Submit Calo,$) NACS Installed? jgQ4-a- DC4— Device Make/Model P U t,,"-- 010X F-f �U � J J�Pps1(submit cut sheets) UI .1 flues Area/Room effect: sPo (Number&Change) (ie,Stockrooms J1 e No vie r.� c 2 Smokes Added) -4- Q JI Cic---j 00, Ce VIP oNALL Signature off Applicant EMAIL r---ice d_� UNI6UE 1D NUMBER12000008402 State of Ne)p YOtk . FOR —OFFICE USE ONNL'y Df-11 l J f17 ent O f state Control DIVISION OF LICENSING SERVI NO. CES 1526666 ; F PURSUANT TO THE PROVISIONS OF ARTICLE GENERAL BUSINESS LAW A,S IT RELATI~S TO ELlF THE EFFECTIVE DATE F. OF INSTALLING. SERVICING. OR MAINTATNIWG SECURITYS MO. DAY YR. OR FIRE ALARM SYSTEMS. GURITY 11 I24 I20 � ALL STAR ELEC TRoN t t EXPIRATION DATE 602 WHISKEVF pD SYSTEMS IN MO. DAY it 123 1RIDGE, NY 11961 . HAS BEEN DULY LICENSED TO ENGAGE I ht THE BUS INESS :I OF INSTALLING, SEit4JiCIhIG,ALARM SYSTEMS OR FIR OR MAINTAINING SECURITY FSYSTEMS • I. i QUALIFIER: TALBOT R I GHARD In Wlf^O�whoreoI,Tho D ils official seal to bo hereunto rt of Salts has caused ROSSANA «�N(��n aolj SECRETARY ROSADO a STATE • 1 r • d Q' J �,Y :t.. (1 F QUE ID.IVUMBER UNI 2000008402 +ts'i ofNe .., Uila •- ::5 FD;R OFF .CE USE l t De'pdr rfae ►lt1' o_nt Y 'I i�t_'ofCo 01 I ; ute" r LIIVISI�N'pF j LICENSING;SERVIC IVO. ' R�RS�i46`f•f• ES: r TO TS�E PIC3VISI #A35 CFI:a�R$ E. I}}rl'4 I ;.t; '.,= =. EFFEC C�EhIEfaB,L �USI#�4E55 LAB AS,' TIVE DA ' - CpF INSTALLING' IT RELra�T�S. ,�� 4.., ���., : .;r. ;,; , TE j SERVICING; s i-# I XNE, : ," Mo. DAY OR FYRE ALifd `SVTEP�13RITI ➢1 SE �ffI .::.,, _ - I24 I2d �j ' ALL STAR ;_j;,EX!?I ATION DAT ; ! IY 602 WHISKS NIC RIl --ENS IN, MO: DAYS YR.' R I13GE: # Y° #f 9Ea I HAS BEEN I} - _ - .,'=- _ _ .• ' �_ _ OF ULV. L-IENSEI} TO EFAGE . N TtEv.Yfff�€ ` E +' SE�t JI IN OR OR FIRE ALARM S°t�§ CMS �r�I�p a VQ`$EC3 tR,i TY QUALIFIER: TAd LB& in,wghess Whereot,The D I CHAR T epartr -of State.has causedPSP ' i - itE official seal to.be heretintn AN affixed. SECRETA14Y STATjt' i t ff V�1Yz S 'r G 901 Y DF-60957:C ES-20oX Rre•LITUALarms Intelligent Addressable FACP with Communicator by Honeywell Addressable Fire Alarm Control Panels General The ES-20OX is the latest Intelligent addressable Fire Alarm Control Panel(FACP)from Fire-Lite Alarms and is a direct replacement for the MS-92000DLS..The ES-20OX comes with a pre-installed-com- municator and supports up to 198 addressable devices(99.detec- t6rs and 99 modules).With an extensive list of powerful features,the . ES-200X programs just like Fire-Lite's other addressable products, yet fits into applications previously served only by conventional pan- els. The.pre-installediPOTS-COM is a:dual technology,(POTS and IP) communicator.The POTS transmits system status(alarms,troubles, AC loss,-etc.)to a Central Staflon via the public switched telephone network.The IP communicator's internet monitoring capability sends alarm signals over the Internet saving the monthly cost of two dedi- cated business telephone lines.Although not required,the second- :ary telephone line may be retained providing backup communication over the public switched telephone line.Optional cellular reporting is available using the CELL-MOD or CELL-CAB-FL. Remote and local programming of the control panel is possible using the-FS-Tools Upload/Download utility.Programming databases can be uploaded/downloaded via the panel's USS port(and USB cable) or via an ethernet connection using the IPOTS-COM communicator. The USB:port also allows for the'download or upload of.the entire program,history file,walk-test data,current status and system volt- Alarm verification selection per detector point ages by.means of a USB flash drive. Maintenance alert warns when smoke detector dust accumula- The power supply and all electronics are contained on-a circuit lion is excessive board supported on a new quick install chassis and housed in a One-person audible or silent walk test with walk-test log and- nietal.cabinet. Available accessories include local and remote printout upload/download software,remote annunciators,and reverse polar- System alarm verification selection per detector point ity/city,box transmitter•(4XTMF). PAS(Positive Alarm Sequence)and Pre-signal per point(NFPA Features 72 compliant) Listed to UL Standard 864,.10th edition - Up to 16 ANN-BUS annunciators-8 per each ANN-Bus • Remote Acknowledge, Alarm Silence,.Reset and Drill via • Pre-installed IPOTS-COM Ethernet IP and POTS(Plain Old Tele- addressable modules or remote.annunciator phone Service)Central Station Communicator over AlarmNet Upload/Download of program and data via USB with optional FS- • Optional CELL-MOD or CELL-CAB-FL GSM Central Station Tools Programming Utility Communicator over AlarmNet® • Automated activation of the ECC-50/100 Emergency Command SLC COMMUNICATION LOOP Center Supports LlteSpeedTm and CLIP protocols • ECC-FFT Firefighter Telephone option SLC operates up to 10,000 ft.(3,000 m)in LiteSpeed mode with • Compatible with SWIFT®wireless devices twisted;unshielded wire • Auto-programming (learn mode) reduces installation time. Single addressable SLC loop which meets NFPA Class B and Reports two devices set to the same address Class A requirements • Four built-in,-independently programmable Style Z(Class A)or Style Y(Class B)-NAG circuits 198 addressable device capacity(99 addressable detectors and. • Selectable strobe.synchronization for System Sensor,Wheelock, '99 modules) and Gentex devices Compatible with Fire-Lite's addressable devices (refer to the • Notification Appliance Circuit End of Line resistor matching SLC Wiring Manual) • Four programmable function keys for ease of maintenance NOTIFICATION APPLIANCE CIRCUITS(NACS) • Two programmable relays and one fixed trouble relay r Built-in Programmer Four independently programmable output circuits.Circuits can be • Integral 80-character LCD display with backlighting configured for the following outputs: • Real-time clock/calendar with automatic daylight savings control —Style Y(Class B) • History file with 1,000 event capacity —Style Z(Class A) • Addressable sounder base compatibility Silence Inhibit and Autosilence timer options • Mulfi-criteria detector (smoke, heat, CO) with programmable Continuous, March Time,Temporal, or California code for main -.response circuit board NACs with two-stage capability • Control module delay timer Selectable strobe synchronization per NAG • Automatic detector sensitivity testing(NFPA 72 compliant) E` Automatic device type-code verification 2.5 A special application,250mA regulated,total power for NACs Point trouble identification NOTE:Maximum or total 24VDC system power shared between all NA Waterflow selection per module point circuits and the ANN-BUS is 2.7 A DF;60957:C•7/16/2018=Page 1 of 4- PROGRAMMING AND SOFTWARE PRN Series: UL listed compatible event printer. Uses tractor-fed • Autoprogramming(learn mode)reduces Installation time paper. • Custom English labels (per point) may be manually entered or OPTIONAL MODULES r . selected from an Internal library file r Two programmable Form-C relay outputs 4XTMF Reverse Polarity Transmitter Module:Provides a super- vised output for local energy municipal box transmitter, alarm and { 99 software zones trouble.Includes a disable switch and disable trouble LED. • Continuous fire protection during online programming PWRMOD24 Power Expander Module: Optional power module, • Program Check automatically catches common errors not linked Increases alarm power output to 6 amps. F. -to any zone or input point COMPATIBLEANNUNCIATORS ;a OFFLINE PROGRAMMING: Create the entire program in your office using FS-Tools,a Windows0-based software package,and ANN-80: Remote LCD annunciator mimics the information dis- upload/download system programming locally. Offline program- played on the FACP LCD display. Recommended wire type is un- ming requires an ethernet connection. FS-Tools is available on shielded. www.fireiite.com. ANN-100: Remote LCD annunciator mimics the information dis- played on the FACP LCD display. Recommended wire type is un- User interface shielded.For use in FM applications only. LED INDICATORS ANN-UO: LED Driver Module provides connections to a user sup- plied graphic annunciator.(See DF-52430.) • Fire Alarm(red) ANN-LED:Annunciator Module provides three LEDs for each zone: • CO Alarm(red) Alarm,Trouble,and Supervisory.Ships with red enclosure.(See DF- • AC Power(green) 60241.) • Supervisory(yellow) ANN•RLED:Provides alarm(red)indicators for up to 30 input zones • Trouble(yellow) or addressable points.(See DF-60241.) • ANN-RLY:Relay Module provides 10 programmable Form-C relays. Ground fault(yellow)) Can be mounted inside the cabinet.(See DF-52431.) • Battery fault(yellow) ANN-S/PG:Serial/Parallel Printer Gateway module provides a con- Disabled(yellow) nection for a serial or parallel printer.(See DF-52429.) • Maintenance(yellow) ADDRESSABLE DEVICES • Communication(yellow) AIM feature a polling LED and rotary switches for addressing. • Alarm Silenced(yellow) SD365:Addressable low-profile photoelectric smoke detector.Lite- • F1-F4 Programmable Function Keys(yellow) Speed only. KEYPAD SD365-IV: Addressable low-profile photoelectric smoke detector. • 16 key alpha-numeric pad Ivory.LiteSpeed and CLIP mode. • Acknowledge SD365T:Addressable low-profile photoelectric smoke detector with thermal sensor.LiteSpeed only. • Alarm Silence SD365T4V: Addressable low-profile photoelectric smoke detector • Drill(Manual Evacuate) with thermal sensor.Ivory.LiteSpeed and CLIP mode. • Four(4)programmable function keys SD365R: Remote test capable addressable photoelectric smoke • Reset(lamp test) detector for use with DNR(W)duct detector housing.LiteSpeed only. PRODUCT LINE INFORMATION SD365R-IV: Remote test capable addressable photoelectric smoke ES-200X:Addressable Fire Alarm Control Panel with one SLC loop. detector for use with DNR(W) duct detector housing. Ivory. Lite- Includes main circuit board with display,pre-installed communicator, Speed and CLIP mode. chassis with transformer,backbox with door,plastic bag containing H365:Low-profile 135°F fixed thermal sensor.LiteSpeed only. screws,cables,key,etc.(For ES-200XC,refer to DF-60958.) H365-11V: Low-profile 135°F fixed thermal sensor. Ivory. LiteSpeed FS-Tools: Programming software for Windows®-based PC com- and CLIP mode. puter.Available for download at www.firelite.com. H365R: Low-profile, intelligent, rate-of-rise thermal sensor. Lite- CELL-CAB-FL/CELL-MOD:Optional GSM communicators. Speed only. IPOTS-COM: Dual technology (POTS and IP) communicator. H365R-IV:Low-profile,intelligent,rate-of-rise thermal sensor.Ivory. (replacement board) LiteSpeed and CLIP mode. DP-ES-R:Optional dress panel for the ES-200X. H365HT: Low-profile intelligent 190°F/88°C fixed thermal sensor. TR-CE:Optional trim ring for semi-flush mounting. LiteSpeed only. BB-2F:Optional cabinet for one or two modules. H365HT-IV:Low-profile intelligent 190°F/88°C fixed thermal sensor. BB-6F:Optional cabinet for up to six modules mounted on CHS-6 Ivory. LiteSpeed and CLIP mode. chassis. Legacy Devices BB-26:Battery backbox,holds up to two 25 AH batteries and CHG- CP355:Addressable low-profile ionization smoke detector. 7.5• SD355:Addressable low-profile photoelectric smoke detector. BB-55F:Battery box,houses two 55 AH batteries SD355T:Addressable low-profile photoelectric smoke detector with CHS-6:Chassis,mounts up to six multi-modules in a BB-6F cabinet. thermal sensor. CHG-75:Battery charger for lead-acid batteries with a rating of 25 to SD355R: Remote test capable addressable photoelectric smoke 75 AH. detector for use with DNR(W)duct detector housing. CHG-120F:Remote battery charging system for lead-acid batteries SD355CO:Addressable, low-profile device that provides fire, heat, with a rating of 55 to 120 AH.Requires additional BB-55F for mount- and carbon monoxide(CO)detection. ing. r BAT Series:Batteries,see data sheet DF-52397. H355:Fast-response,low-profile heat detector. % Page 2 of 4—DF-60957:C•7/16/2018 t1355R: Fast-response, low-profile heat detector with rate-of-rise SWIFT Wireless Devices option. W-GATE:LiteSpeed Wireless Gateway M36SHT: Fast-response, low-profile heat detector that activates at WSD355:LiteSpeed intelligent,wireless photo detector. 190"F/860C. W-H355R:LiteSpeed intelligent wireless rate of rise(1350)heat AD355: Low-profile, intelligent, "Adapt' multi-sensor detector detector. (B350LP base included). WSD35ST:Intelligent wireless photo/heat detector. B2006:Programmable,addressable sounder base. W-H355: LiteSpeed intelligent wireless fixed-temperature (135") B200SR:Addressable sounder base. heat detector. BEAM355:Intelligent beam smoke detector. W-MMF:LiteSpeed Intelligent wireless monitor module. y BEAM355S: Intelligent beam smoke detector with integral sensitiv- W-CRF:LiteSpeed Intelligent wireless relay module. ity test. W-BG12LX:LiteSpeed Intelligent wireless pull station. ` D355PL: InnovairFlex low-flow non-relay duct-detector housing; WAV-RL,WAV-WL,WAV-CRL,WAV-CWL:LiteSpeed IntelligentAV includes SD355R. bases. DNR:InnovairFlex low-flow non-relay duct-detector housing.(Order W-USB: Wireless USB radio/antenna dongle that plugs into the SD355R/SD365R separately.) USB port of a PC running SWIFT Tools. DNRW:InnovairFlex low-flow non-relay duct-detector housing,with SWIFT Tools:Programming and diagnostic utility for the Wireless NEMA-4 rating.Watertight.(Order SD355R/SD365R separately.) Gateway and devices.Available for download from firelite.com. Addvssebl®Afodsf/es NOTE: For more information on Compatible Addressable Devices for MMF300:Addressable Monitor Module for one zone of normally- use with the ES-200X, see the following data sheets(document num- bers):open dry-contact Initiating devices. Mounts in standard 4.0"(10.16 DF- 2386),6BG-12LX(DF-520 3) CMF-300-6(DF-Series DF-6101 , H365 Series (52365),1 C F-00-6 cm.)box.Includes plastic cover plate and end-of-line resistor.Mod- (DF-52374), CMF/CRF Series (DF-52130), CP355 (DF-52383), H355 ule may be configured for either a Style B(Class B)or Style D(Class Series(DF-52385), 1300 (DF-52389), ISO-6 (DF-60485), MMF400 A)IDC. Series/MDF300 (DF-52121), MMF-300-10 (DF-52347), MMF-302-6 MDF-300: Dual Monitor Module.Same as MMF-300 except it pro- (DF-52356), SD355ISD35ST (DF52384), and SLC Wiring Manual vides two Style B(Class B)only IDCs. (51309). MMF-301: Miniature version of MMF-300.Excludes LED and Style NOTE:Legacy 300 Series detection devices such as the CP300/CP350, D option.Connects with wire pigtails.May mount in device backbox. SD300(7)ISD350(7)and older modules such as the M300,M301,M30Z MMF302:Similar to MMF-300.Addressable Monitor Module for one C304, and BG-10LX are not compatible with LiteSpeed polling. If the zone of conventional two-wire detectors. Requires resettable 24 SLC contains one of these devices, polling must be set for standard CLIP protocol.Please consult factory for further information on previous VDC power. Refer to the Device Compatibility Document for listed 300 Series devices. compatible devices and quantity limitation. ADDRESSABLE DEVICEACCESSORIES CMF-300:Addressable Control Module for one Style Y/Z(Class B/ A) zone of supervised polarized Notification Appliances. Mounts End-of-Line Resistor Assembly (R-47K and R-3.9K): The directly to a 4.0" (10.1ii'cm.) electrical box. NAC option requires 47k ohm assembly supervises the MMF-300, MDF-300, MMF-301, external 24 VDC to power notification appliances. and CMF-300 module circuits.The 3.9k ohm assembly supervises CRF-300:Addressable-relay module containing two isolated sets of the MMF302 module circuit.These resistors are included with each Form-C contacts,which operate as a DPDT switch.Mounts directly module. to a 4.0"(10.16 cm.)box,surface mount using the SMB500. Power Supervision Relay:Supervises the power to 4-wire smoke BG-12LX: Addressable manual pull station with interface module detectors and notification appliances. mounted inside. Wiring Requirements 1300:This module isolates the SLC loop from short circuit conditions While shielded wire is not required,it is recommended that all SLC (required for Style 6 or 7 operation). wiring be twisted-pair to minimize the effects of electrical interfer- ISO.6: Six-fault isolator module. Mount one or two modules in a ence.Refer to the panel manual for wiring details. BB-2F cabinet (optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. SMB500: Used to mount all modules except the MMF-301 and M301. MMF-300.10:Ten-input monitor module.Mount one or two modules in a BB-2F cabinet(optional).Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. MMF-302.6:Six-zone interface module.Mount one or two modules in a BB-2F cabinet(optional).Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. CMF300-6:Six-circuit supervised control module.Mount one or two modules In a BB-2F cabinet(optional).Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. CRF300.6:Six-relay control module(Form-C relays).Mount one or two modules in a BB-2F cabinet(optional).Mount up to six modules on a CHS-6 chassis In a BB-6F cabinet. a • • r® DF-60957,C-7/16/2018—Page 3 of 4 e r SYSTEM SPECIFICATIONS System Capacity Temperature and Humidity Ranges • Intelligent Signaling Line Circuits................................................1 This system meets NFPA requirements for operation at 0—49"C/32 • Addressable device capacity..................................................198 —120"F and at a relative humidity 93%t 2%RH(noncondensing)at • Programmable software zones.................................................99 32"C t 2"C(90"F t 3"F). However,the useful life of the system's standby batteries and the electronic components may be adversely • Annunciators.............................................................................16 affected by extreme temperature ranges and humidity.Therefore,it is recommended that this system and its peripherals be installed in Electrical Specifications an environment with a normal room temperature of 15—27"C/60— AC Power: Operates in either 120 or 240 VAC,50/60 Hz,3.25 A. 80"17. auto-sensing- no switch required. Wire size: minimum 14 AWG (2.00 mm2)with 600 V insulation. Nonpower-limited, supervised. NFPA Standards Battery: Two 12 V 18 AH lead-acid batteries. Battery Charger The ES-20OX complies with the following'NFPA 72 Fire Alarm Sys- Capacity:7-18 AH(ES-200X cabinet holds maximum of two 18 AH tems requirements: batteries.) —LOCAL(Automatic,Manual,Waterflow,and Sprinkler Supervi- Communication Loop: Supervised and power-limited. sory). Notification Appliance Circuits: Terminal Block provides connec- —AUXILIARY (Automatic, Manual and Waterflow) (requires tions for four NACs,Style Y(Class B)or Style Z(Class A).Special 4XTMF). Application power. Power-limited, supervised circuitry. Maximum —REMOTE STATION (Automatic, Manual and Waterflow) signaling current per circuit: 2.5 amps special application, 250mA (Where a DACT is not accepted,the alarm,trouble and supervi- regulated. End-of-Line Resistor:4.7k ohm, '%watt(P/N 71252 UL sory relays may be connected to UL 864 listed transmitters.For listed)for Style Y(Class B)NAC;system capable of 1.9 kl2-22 kQ reverse polarity signaling of alarm and trouble, 4XTMF is ELR range.Refer to the Fire-Lite Device Compatibility Document for required.) listed compatible devices. —PROPRIETARY(Automatic,Manual and Waterflow). Two Programmable Relays and One Fixed Trouble Relay: Con- —CENTRAL STATION (Automatic, Manual and Waterflow,and tact rating:2.0 A @ 30 VDC(resistive),0.5 A @ 30 VAC(resistive). Sprinkler Supervised). Form-C relays,non-power-limited,non-supervised. —OT, PSDN (Other Technologies, Packet-switched Data Net- work) Cabinet Specifications —IBC 2012,IBC 2009,IBC 2006,IBC 2003,IBC 2000(Seismic). Door: 19.26" (48.92 cm.) high x 16.82" (42.73 cm.)wide x 0.72" —CBC 2007(Seismic) (1.82 cm.)deep.Backbox:19.00"(48.26 cm.)high x 16.65"(42.29 cm.)wide x 5.25" (13.34 cm.) deep. Trim Ring (TR-CE): 22.00" Agency Listings and Approvals (55.88 crn.)high x 19.65"(49.91 cm.)wide. The listings and approvals below apply to the basic ES-20OX control Shipping Specifications panel.In some cases,certain modules may not be listed by certain pp g p approval agencies,or listing may be in process.Consult factory for Weight:26.9 lbs.(12.20 kg.)Dimensions:20.00"(50.80 cm.)high latest listing status. x 22.5"(57.15 cm.)wide x 8.5"(21.59 cm.)deep. • UL:S624 • FM approved • CSFM:7166-0075:500 • PONY:COA#6261 NOTE.See DF-60958 for ULC-listed model. AlarmNat®,Fire-Late®Alarms,SWIFTS,and System Sensor®are registered trademarks of Honeywell International Inc.Microsoft®and Windows®are registered trademarks of the Microsoft Corporation. 02018 by Honeywell Intemational Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not Intended to be used for installation purposes. y ISO 9001 We We try to keep our product information up-too-date and accurate. cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. Uldll®INCQNfIQRAliWlla "��� �P - QUALITY SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:USA www.firelite.com y Page 4 of 4—DF-60957:C•7116/2018 P � DF-61010:C SD365 Series 8-Fire-LITUALarms Addressable Photoelectric Smoke Detectors by Honeywell The Fire•Lite®.Alarms SD365(A), SD3658(A), and SD365HT(A) intelligent plug-in smoke detectors are designed for.both perfor. mance and aesthetics,and are direct replacements for the SD355. Series.A new modem,sleek,contemporary design and enhanced optical sensing chamber is engineered to sense smoke produced by a wide range of combustion sources in accordance with more strin- gent code standards. Exclusively for use with Fire-Lite's addressable fire alarm control panels,the SD365(A)Series point ID capability allows each detec- tor's address to be set with rotary,decimal address switches,provid- ing exact detector location for emergency personnel to quickly locate a fire during its early stages,potentially saving precious rescue time while also reducing property damage. Two LEDs on each sensor light to provide a local,visible sensor indication. The S0365(A) Series also.offers 135417 (570C) fixed temperature thermal sensing on the SD365T(A)and a remote test capable detec- tor on:the SD365R(A) for use with DNR(A)/DNRW duct smoke -detector housings., Features • Plugs into separate base for ease of installation and maintenance SLC LOOP: • Separate base allows interchange of photoelectric,Ionization and • Two-wire SLC loop connection thermal sensors • Unit uses base for wiring OPTIONS: Compatible with Liie6peedTm and CLIP.protocol systems Optional relay,isolator,and sounder bases • Stable communication technique with noise immunity Installation ADDRESSING: SD365 Series plug-in intelligent smoke detectors use a detachable • Addressable by device base to simplify installation, service and maintenance. Installation • Rotary,decimal addressing Instructions are shipped with each detector. (Refer to the Fire•LIte panel manuals for device capacity.) Mount detector base(all base types)on an electrical backbox which ARCHITECTURE: is at least 1.5"(3.81 cm) deep. For a chart of compatible junction boxes,see DF-60069. • Sleek,low-profile,stylish.design Unique single-source design to respond quickly.and dependably NOTE Because of the inherent supervision provided by the SLC loop, • a of fires end•of-line resistors are not required. Wiring,7-taps"or branches are to.a broad range permitted for Class'B"wiring only. • Integral communications and built-in device-type identification When using relay or sounder bases, consult the 1300(A),Installation • Built-in tamper resistant feature sheet 156-3626 for device_limitations between/so/atormodules and iso/a- tor bases. • Remote test feature from the panel • Walk test with address display(an address on 121 will blink the Construction detector LED:12-[pause]-1(LiteSpeed systems only) These detectors are constructed of fire-resistant plastic.The SD365 • Built-in functional-test switch activated by external magnet Series plug-in intelligent smoke detectors are designed to commer- • Removable cover and insect-resistant screen for simple field cial standards and offer an attractive appearance. cleaning • Expanded color options Operation OPERATION: Each SD365 Series detector uses one of the panel's addresses (total limit is panel dependent)on the-Fire•Lite Signaling Line Circuit • Designed to meet UL 268 7th Edition (SLC).It responds to regular polls from the control panel and reports • Factory preset at 1.5%nominal sensitivity for panel alarm thresh- its type and the status.If it receives a test command from the panel old level (or a local magnet test), it stimulates its.electronics and reports-an LED"blinks"when the unit is polled(communicating with the fire alarm.It blinks its LEDs when polled and turns the LEDs on when panel)and latches in alarm. commanded by the panel.The SD365 Series offers features and Low standby current performance that represent the latest in smoke detector technology. MECHANICALS: Detector Sensitivity.Test • Sealed against back pressure Each detector can have its sensitivity tested(required per NFPA 72, • SEMIS screws for wiring of the separate-base Chapter 14 on Inspection,Testing and Maintenance)when installed/ • 9 Desi ned for direct-surface or electrical-box mounting connected to an Fire-Lite addressable fire alarm control panel.The results of the sensitivity test can be printed for record keeping. r DF•81010:C•5/28/2020—Page 1 of 3 Y� Y t f Product Line Information 8200SA-WH:Same as B20oS•WH,ULC listing NOTE:°-IV"suffix indicates CLIP and LiteSpeed device. B200SA-IV:Same as B200S-IV,ULC listing NOTE:"A,suffix indicates Canadian version. 8200SCOA-WH:White, Intelligent,programmable sounder base In ired in SD365:White,low-profile intelligent photoelectric sensor,LiteSpeed Series detector applications ons Canada for ULC applications with CO only SD365A:Same as SD365 but with ULC listing B200SCOA-IV: Ivory Intelligent, programmable sounder base in English/French(required in Canada for ULC applications with CO SD365-IV:Ivory,low-profile intelligent photoelectric sensor Series detector applications,ULC listing SD365A-IV:Same as SD365-IV but with ULC listing B20OS-LF-WH: White, Low Frequency Intelligent, programmable sounder base. Produces a fundamental frequency of 520 Hz +/- SD36ST:White,same as SD365 but includes a built-in 135OF(57°C) 10%with a square wave or its equivalent; designed to meet the fixed-temperature thermal device,LiteSpeed only NFPA 72 sleeping space requirement.(CSFM:7300-1653.0238) SD365TA:Same as S0365T but with ULC listing B20OS-LF-IV: Ivory, Low Frequency Intelligent, programmable SD365T-IV: Ivory, same as SD365T but includes a built-in 136OF sounder base. Produces a fundamental frequency of 520 Hz +/- (57°C)fixed-temperature thermal device 10% with a square wave or its equivalent; designed to meet the NFPA 72 sleeping space requirement.(CSFM:7300-1653:0238) S0365TA-IV:Same as SD365T-IV but with ULC listing B200SR-WH:White,Intelligent sounder base capable of producing S0365R:White,low-profile intelligent photoelectric sensor, remote sound output with ANSI Temporal 3 or continuous tone.Intended for test capable,for use with DNR/DNRW,LiteSpeed only retrofit applications.(CSFM:7300-1653.0213) SD365RA: Same as SD3658 but with ULC listing, for use with B200SR-IV: Ivory, Intelligent sounder base capable of producing DNRA sound output with ANSI Temporal 3 or continuous tone.Intended for SD365R-IV:Ivory,low-profile intelligent photoelectric sensor,remote retrofit applications.(CSFM:7300-1653.0213) .test capable,for use with DNR/DNRW B200SRA-WH:Same as B200SR-WH with,ULC listing SD365RA-IV:Same as SD365R-IV but with ULC listing,for use with B200SRA-IV:Same as B200SR-IV in Ivory color,ULC listing DNRA B200SR-LF-WH: White, Low Frequency Intelligent, programmable INTELLIGENT BASES sounder base. Produces a fundamental frequency of 520 Hz +/- 10% with a square wave or its equivalent; designed to meet the NOTE.For details on intelligent bases,see DF-60059. NFPA 72 sleeping space requirement.Intended for retrofit applica- B300.6:White,6"base,standard flanged low-profile mounting base tions.(CSFM:7300-1653:0238) (CSFM:7300-1653:0109) B200SR-LF-IV: Ivory, Low Frequency Intelligent, programmable B300.6-IV: Ivory,6" base, standard flanged low-profile mounting sounder base. Produces a fundamental frequency of 520 Hz +/- b9se(CSFM:7300-1653:0109) 10%with a square wave or its equivalent; designed to meet the B300A-6:Same as 6300-6,ULC listed NFPA 72 sleeping space requirement.Intended for retrofit applica- tions.(CSFM:7300-1653:0238) 8300A-6-IV: Ivory, 6"standard flanged low-profile mounting base. MOUNTING KITS AND ACCESSORIES ULC listed B300-6-BP•Bulk pack of B300-6,package contains 10 TR300:White,replacement flange for 6210LP(A)base B501-WHITE: White, 4" standard European flangeless mounting TR300•N:Ivory,replacement flange for B210LP(A)base base.UUULC listed(CSFM:7300-1653:0109) RA100Z(A):Remote LED annunciator.3-32 VDC.Mounts to a U.S. 13501-113L: Black,4"standard European flangeless mounting base. single-gang electrical box.For use with B501(A)and B300.6(A). UUULC listed(CSFM:7300-1653.0109) M02-04-00:Test magnet B5014V: Ivory color, 4" standard European flangeless mounting M02-09-00:Test magnet with telescoping handle base.UUULC listed(CSFM:7300-1653:0109) CK300:Color Kit(includes cover and trim ring),white,10-pack B501-WHITE-BP:Bulk pack of B501-WHITE contains 10 CK3004N:Color Kit(includes cover and trim ring),ivory,10-pack B224RB-WH:White,relay base(CSFM:7300-1653.0216) CK300-BL:Color Kit(includes cover and trim ring),black,10-pack B224RB-N:Ivory,relay base(CSFM:7300-1653:0216) B224RBA-WH:White,relay base,ULC listing B224RBA-IV:Ivory,relay base,ULC listing 8224B1-WH:White,isolator detector base(CSFM:7300-1653:0216) B224BI-IV:ivory isolator detector base(CSFM:7300-1653:0216) B224BIA-WH:White,isolator detector base,ULC listing 822481A-IV:Ivory isolator detector base,ULC listing B20OS-WH:White,Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses LiteSpeed protocol.(CSFM:7300-1653:0213) r cam'r 6200S4N: Ivory, Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses LiteSpeed protocol.(CSFM:7300-1653.0213) a Page 2 of 3—DF-61010:C•5128/2020 v ,4 .r' r SYSTEM SPECIFICATIONS ,. Sensitivity: Listings and Approvals pprovals • UL Applications:0.5%to 4.0%per foot obscuration. Listings and approvals below apply to the SD365 Series detectors. • ULC Applications:0.5%to 3.5%per foot obscuration In some cases, certain modules may not be listed by certain Size:2.0"(51mm)high;base determines diameter approval agencies,or listing may be in process.Consult factory for —B300.6:6.1"(15.6 cm)diameter latest listing status. —8501:4°(10.2 cm)diameter • UL/ULC Listing:S1059 Fora Complete list of detector bases see DF-60983 • FM Approved Shipping weight:3.4 oz.(95 g) • CSFM:7272-0075:0602 Operating temperature range: • SD365:32"F to 122"F(0"C to 50•C) • S0365T Series:32"F to 100•F(0"C to 38"C) • SD365R Series installed in a DNR/DNRW,-40F to 1580F(-200C to 70"C) ULIULC Listed Velocity Range: 0-4000 ft/min. (1219.2 m/min.), suitable for installation in ducts Relative humidity:10%—93%non-condensing Thermal ratings:fixed-temperature set point 135OF(57"C),rate-of- rise detection 156F(8.30C)per minute,high temperature heat 190"F (88"C) ELECTRICAL SPECIFICATIONS Voltage range:15-32 volts DC peak Standby current(max.avg.):200pA @ 24 VDC(o ne communica- tion every 5 seconds with LED enabled) Max current:4.5 mA 0 24 VDC("ON") DETECTOR SPACING AND APPLICATIONS Fiie•Lite recommends spacing detectors in compliance with NFPA 72.In low airflow applications with smooth ceiling,space detectors 30 feet(9.1m).For specific information regarding detector spacing, placement, and special applications refer to NFPA 72. A System Smoke Detector Application Guide,document SPAG91,is available at www.systemsonaor.com. LiteSpeedT" is a trademark, and Fire•UteO Alarms and system SensorO are registered trademarks of Honeywell Intemational Inc. C2020 by Honeywell International Inc.All rights reserved.Unauthorized use of this document Is strictly prohibited. This document is not intended to be used for Installation purposes. 1S0 9oo1 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. ." s 87INC3MItrifAlilllfl9 All specifications are subject to change without notice. ® 91dfL QUALITY SYSTEMS For more information,contact Fire•Lite�fis.Phoonom(800)627-3473,FAX:(877)699-4105. Country of Origin:Mexico xPage 3 of 3—OF-61010:C•6128/2020 DF-61011:B H365 Series ��.��Te®A�arms Addressable Heat Detectors by Honeywell Addressable Devices The Fire-Lite® Alarms H365(A), H365R(A), and H365HT(A) addressable plug-in thermal detectors are designed for both perfor- mance and aesthetics and are a direct replacement for the H355 Series.A new modem, sleek, contemporary design and advanced thermal technologies make the H365(A)Series ideal for both system operation and building design. Exclusively for use with Fire-Lite's addressable fire alarm control — • panels,the H365(A)Series point ID capability allows each detector's address to be set with rotary, decimal address switches, providing exact detector location.for emergency personnel to quickly locate a fire duringits earl stages, potentially saving' y g p y g precious rescue time f=�.•._. :-_ - � , while also reducing property damage.Two LEDs on each sensor f ;, light to provide a local,visible sensor indication. ))'fig " f The H365(A) Series includes fixed temperature, rate-of-rise and O P high heat fixed temperature detectors that provide effective, intelli- gent property protection for a variety of applications.Detectors are available for both LiteSpeedTm and CLIP applications as designated. Features - -- — SLC LOOP. OPTIONS: • Two-wire SLC loop connection Remote LED output connection to optional RA10OZ remote LED • Unit uses base for wiring annunciator ADDRESSING: Installation • Addressable by device • Rotary, able b device addressing H365 Series plug-in intelligent thermal detectors use a detachable (Refer to the al.ad/te panel manuals for device capacity.) base to simplify installation, service and maintenance. Installation instructions are shipped with each detector. ARCHITECTURE. — Mount detector base(all base types)on an electrical backbox which • Designed to meet UL 268 7th Edition Is at least 1.5"(3.81 cm)deep. For a chart of compatible junction Sleek,low-profile,stylish design boxes,see DF-60059. • State-of-the-art thermistor technology for fast response NOTE:Because of the inherent supervision provided by the SLC loop, • Integral communications and built-in device-type-identification end-of-line resistors are not required. Wiring 7-taps"or branches are permitted for Style 4(Class B')wiring only. • Built-in tamper resistant feature When using relay or sounder bases, consult the 1300(A) installation • Built-in functional test switch activated by external magnet sheet 156-3626 for device limitations between isolator modules and iso- lator bases. OPERATION: • Fixed temperature model (H365(A)) factory preset to 135•17 Applications . . (57•C) Use thermal detectors for protection of property.For further informa- • Rate-of=rise model(H365R(A)),15•F(8.3°C)per minute tion, refer to 156-6525, Applications Manual for System'Smoke • High-temperature model (H365HT(A)) factory preset to 190•F Detectors,which provides detailed information on detector spacing, (88•C) placement,zoning,wiring,-and special applications. • 360•-field viewing angle of the two visual alarm indicators, LEDs blink red in Normal condition and turn on steady red in Alarm Construction • LEDs blink every time the unit is polled These detectors are constructed of fire-resistant plastic.The H365 Series plug-in intelligent thermal detectors are designed to commer- MECHANICALS: cial standards and offer an attractive appearance. • Sealed against back pressure • SEMS screws for wiring of the separate base Operation • Designed for direct-surface or electrical-box mounting Each H365 Series detector uses one of the panel's addresses(total • Plugs into separate base for ease of installation and maintenance limit is panel dependent)on the Fire•LiteJCI Signaling Line Circuit • Separate base allows interchange of photoelectric,ionization and (SLC).It responds to regular polls from the control panel and reports thermal sensors its type and the status:If it receives a test command from the panel (or a local magnet test),it stimulates its electronics and reports an- OTHER SYSTEM FEATURES: alarm. It blinks its LEDs when polled and turns the LEDs on when • Remote test feature from the panel commanded by the panel.The H365 Series offers features and per- Walk test with address display formance that represent the latest in thermal detector technology. • Low standby current DF-610110•6/2612019=Page 1 of 3 Product Line Information B200SA-IV:Same as B200S-IV,ULC listing NOTE:'4V"suffix indicates CLIP and LiteSpeed device. B200SCOA-WH:White, Intelligent,programmable sounder base in NOTE:"A"suffix indicates Canadian version. English/French (required in Canada for ULC applications with CO Series detector applications H365: White, low-profile intelligent 135°F fixed thermal sensor, B200SCOA-IV: Ivory Intelligent, programmable sounder base in LiteSpeed only English/French (required in Canada for ULC applications.with CO H365A:Same as H365 but with ULC listing Series detector applications,ULC listing . H3654V: Ivory, low-profile intelligent 135"F fixed thermal sensor, B20OS-LF-WH: White, Low Frequency Intelligent, programmable LiteSpeed and CLIP sounder base. Produces a fundamental frequency of 520 Hz +/- H365A-IV:Same as H365-IV but with ULC listing 10% with a square wave or its equivalent; designed to meet the NFPA72 sleeping space requirement.(CSFM:7300-1653:0238) HteSR: White, low-profile intelligent rate-of-rise thermal sensor, B200S-LF4V: Ivory, Low Frequency Intelligent,LiteSpeed only q Y 9 programmable sounder base. Produces a fundamental frequency of 520 Hz +/- H365RA:Same as H365R but with ULC listing 10% with a square wave or its equivalent; designed to meet the H365R4V:Ivory,low-profile intelligent rate-of-rise fixed thermal sen- NFPA 72 sleeping space requirement.(CSFM:7300-1653.0238) sor,LiteSpeed and CLIP B200SR-WH:White, Intelligent sounder base capable of producing H365RA-IV:Same as H365R-IV but with ULC listing sound output with ANSI Temporal 3 or continuous tone.Intended for H365H: White, low-profile intelligent 190"F fixed thermal sensor, retrofit applications.(CSFM:7300-1653.0213) LiteSpeed only B200SR-IV: Ivory, Intelligent sounder base capable of producing H365HA:Same as H365H but with ULC listing sound output with ANSI Temporal 3 or continuous tone.Intended for retrofit applications.(CSFM:7300-1653:0213) H365H-IV:Ivory,low-profile intelligent 190"F thermal sensor,Lite- B200SRA-WH:Same as B200SR-WH with,ULC listing Speed and CLIP H365HA_4V Same as H365H-IV but with ULC listing B200SRA-IV:Same as B200SR-IV in Ivory color,ULC listing B200SR-LF-WH:White, Low Frequency Intelligent; programmable INTELLIGENT BASES sounder base. Produces a fundamental frequency of 520 Hz +/- NOTE.For details on intelligent bases,see DF-60059. 10% with a square wave or its equivalent; designed to meet the B300-6:White,6"base,standard flanged low-profile mounting base NFPA 72 sleeping space requirement. Intended for retrofit applica- (CSFM:7300-1653.0109) tions.(CSFM:7300-1653:0238) B300-6-IV: Ivory,6" base, standard flanged low-profile mounting B200SR-LF-IV: Ivory, Low Frequency Intelligent, programmable base(CSFM:7300-1653:0109) sounder base. Produces a fundamental frequency of 520 Hz +/- 10% with a square wave or its equivalent; designed to meet the B300A-6:Same as B300-6,ULC listed NFPA 72 sleeping space requirement. Intended for retrofit applica- B300A-6-IV: Ivory, 6"standard flanged low-profile mounting base, tions.(CSFM:7300-1653:0238) ULC listed MOUNTING KITS AND ACCESSORIES B300.6-BP:Bulk pack of B300-6,package contains 10 TR300:White,replacement flange for B210LP(A)base B501-WHITE: White, 4" standard European flangeless mounting TR300-IV:Ivory,replacement flange for B210LP(A)base base.UUULC listed(CSFM:7300-1653:0109) RA100Z(A):Remote LED annunciator.3-32 VDC.Mounts to a U.S. B501-BL: Black,4"standard European flangeless mounting base. single-gang electrical box.For use with B501(A)and B300-6(A). UUULC listed(CSFM:7300-1653:0109) M02-04-00:Test magnet B5014V: Ivory color, 4" standard European flangeless mounting base.UUULC listed(CSFM:7300-1653.0109) M02-09-00:Test magnet with telescoping handle B501-WHITE-BP:Bulk pack of B501-WHITE contains 10 CK300:Color Kit(includes cover and trim ring),white,10-pack B224RB-WH:White,relay base(CSFM:7300-1653:0216) CK3004V:Color Kit(includes cover and trim ring),ivory,10-pack B224RB-IV:Ivory,relay base(CSFM:7300-1653:0216) CK300-BL:Color Kit(includes cover and trim ring),black,10-pack B224RBA-WH:White,relay base,ULC listing B224RBA-IV:Ivory,relay base,ULC listing B224BI-WH:White,isolator detector base(CSFM:7300-1653:0216) B22481-IV:Ivory isolator detector base(CSFM:7300-1653:0216) B224SIA-WH:White,isolator detector base,ULC listing B224BIA-IV:Ivory isolator detector base,ULC listing B20OS-WH:White,Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses FlashScan protocol.(CSFM:7300-1653:0213) B20OS-IV: Ivory, Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses FlashScan protocol.(CSFM:7300-1653.0213) B200SA-WH:Same.as B200S-WH,ULC listing Page 2 of 3—DF-61011:13•6/26/2019 SYSTEM. SPECIFICATIONS Size:2.0"(5.3 cm)high;base.determines.diameter —B300-6:6.1"(15.6 cm).diameter —B501r4"(10.2 cm)diameter Fora complete:list of detector bases see DF-60983 Shipping weight:3.4 oz.(95 g) Operating temperature range: • -H365,-H365R Series:—4°F to 100°F(720•C to 38•C) • -H365H Series:—4"F to 150•F•(-20•C to 66•C) Detector.spacing:UL approved for 50 ft.(15.24 m)center-to-cen- ter,FM approved for 25 x 25 ft.(7.62 x 7.62 m)spacing Relative humidity:10%-93%non-condensing, Thermal ratings:fixed-temperature set point 135"F(57•C),,rate-of- rise detection 15°F(8.3°C)per minute;high temperature heat 190°F (88°C) Mounting::B300-6(A)flanged base,included See"Product Line Information:Intelligent Bases,"if using a dif- ferent base.. ELECTRICAL SPECIFICATIONS Voltage range:15-32 volts DC peak Standby current(max,avg.):200uA @ 24 VDC,(one communica- tion every 5 seconds with LED enabled) Max current:4.5 mA @ 24,VDC("ON") Listings and-Approvals Listings and approvals below apply to the H365(A)Series detectors. In some. cases, certain modules may not-be listed by-certain approval agencies,or listing may be in process.Consult factory for. latest-listing status. • UL/ULC Listing:S2517 • FM Approved + CSFM:7272-0075:0501 LiteSpeedTM is a trademark and Fire-Lite®Alarms Is a registered trademark of Honeywell International Inc. ©2019 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not Intended to be used for installation purposes. We try to keep our product information up-to-date and accurate.- ISO- 9001 We cannot cover all specific applications or-anticipate all requirements. All specifications are subject to change without notice. HRU=NCYMIINIIJIM NB . QUALITTS,YSTEMS Formore information,contact Fire-Lite Alarms.Phone:-(800).627-3473,FAX:(877)099-4105. Country of Origin.Mexico www.firelite.com Page 3 of 3—OF-61011:8.6/26/2019 *' is DF-52013:1)•E•100 BG-12Lx Rre•LITUALarms Addressable Manual:Pull Station by Honeywell Addressable Devices General The Fire-Lite BG712LX is a state-of-the-art, dual-action (i.e., requires two motions to activate the station) pull station that includes an addressable interface (mounted inside) for Fire-Lite's addressable fire alarm control panels (FACPs) Because the BG-12LX is addressable,the control panel can display the exact location of the activated manual station.This .leads fire personnel quickly to.the location of the alarm. Features PUSH IN • Maintenance personnel can open station for inspection and address setting without causing an alarm condition. • Built-in bicolor LED,which-is visible through the handle of the station,flashes in normal operation and latches steady red when in alarm. i • Handle latches in down position and the word"ACTIVATED" ! appears.to clearly Indicate the station has been operated. Captive.screw terminals wire-ready for easy connection to C SLC loop(accepts up to 12 AWG/3.25 mm2 wire). •: Can be surface mounted (with SB-10 or SB-1/0) or semi- flush mounted. Semi-flush mount to a standard single- gang,double-gang,or 4"(10.16 cm)square electrical box. • Smooth dual-action design. • Meets ADAAG controls and operating mechanisms guide- LL lines (Section 4.1.3[131); meets ADA requirement for 5 lb. maximum-activation force. • Highly visible. usually needed for semi-flush mounting with 4"(10.16 cm)or • Attractive shape and textured finish, double-gang boxes(not with single-gang boxes). r Key reset. • Includes.Braille text on station handle. Operation Optional trim ring(BG12TR). Pushing in,then pulling down on the handle causes it to latch in the down/activated position.Once latched,the word "ACTT-Meets UL 38, Standard for Manually Actuated Signaling VATED" (in bright yellow) appears at the top of the handle, Boxes. while a portion of the handle protrudes from the bottom of the station.To reset the station,simply unlock the-station with-the Construction key and pull the door open.This action resets the handle;clos- Shell,,door, and handle are molded of durable poiycarbonate ing the door automatically resets.the switch. material with a textured finish. Each manual station, on command from the control panel, sends data to the panel representing the state of the manual :_Specifications, switch.Two.rotary.decimal switches allow address settings (1—159 with Breakaway Tab removed for MS-9600 Series,1— • Shipping Weight:9.6 oz.(272.15 g) 99 and MS-92000DLS,1—50 for MS-9050UD). • Normal operating voltage:24 VDC. • Maximum SLC loop voltage:28.0 VDC. Architectural/Engineering Maximum SLC standby current:376 NA. Specifications • Maximum SLC alarm current:5 mA. Manual Fire Alarm Stations shall.be non-coded, with a key- 9 Temperature Range:32"F to 120"F(0•C to 49•C) operated reset lock in order that they may be tested,.and so • Relative Humidity:10%to 93%(rioncondensing) designed that after actual Emergency Operation,they cannot • For use indoors in a dry location be restored to normal except by use of a key.An operated sta- tion shall automatically condition itself so as to be visually detected as.activated.Manual stations shall be constructed of r ' Installation red-colored poiycarbonate material with clearly visible operat- The BG-12LX will mount semi-flush into a single-gang,double- ing instructions provided on the cover. The word FIRE shall gang,or standard 4"(10.16 cm)square electrical outlet box,or appear on the front of the stations in white letters,1.00 inches will surface mount to the model SB•10 or SB-1/O surface back- (2.54 cm) or larger. Stations shall be suitable for surface n mounting on matching backbox SB-10 or SB-I/O;or semi-flush optional trim rinngg (BG,12TR) may be used. The BG12TR is �•, box. If the BG is being semi-flush mounted, then the mounting on a standard single-gang, double-gang, or „ 4 (10.16 cm) square electrical box, and shall be installed F DF-5201 SO.4/13/2012—Page 1 of 2 r f d f within the limits defined by the Americans with Disabilities Act if (ADA) or per national/local requirements. Manual Stations p shall be Underwriters Laboratories listed. Manual stations shall connect with two wires to one of the con- trol panel SLC loops.The manual station shall,on command from the control panel,send data to the panel representing the state of the manual switch. Manual stations shall provide address setting by use of rotary decimal switches. Product Line Information BG-12LX: Dual-action addressable pull station. Includes key locking feature.(Listed for Canadian and non-Canadian appli- cations.) SBA 0:Surface backbox;metal. SB-UO:Surface backbox;plastic. BG12TR:Optional trim ring. 17003:Keys,set of two. Agency Listings and Approvals In some cases, certain modules or applications may not be listed by certain approval agencies, or listing may be in pro- cess.Consult factory for latest listing status. • ULIULC Listed:S711 (listed for Canadian and non-Cana- dlan applications). • MEA:67-02•E. • CSFM:7150-0075:0184. • FM Approved. Patented: U.S. Patent No. D428,351; 6,380,846; 6,314,772; 6,632.108. FireLite®Alarms®is a registered trademark of Honeywell International Inc. 02012 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. I�O �oo� This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. Im We cannot cover all specific applications or anticipate all requirements. B W6111111111 I W AEI�iC All specifications are subject to change without notice. ��' " ,�.,r�"r Q6AlITY SYSTEMS Made in the U.S.A. �,. For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. www.firolito.com Page 2 of 2—DF-520130•4/13/2012 a SYSTEM �45 SENSOR ' 0 ,o. Indoor Selectable- . �. '.Output Horns, °j Strobes, and Horn. Strobes for Wall Applications audible visible notification w f; ~t' s• � System Sensor L Senes ', p.y } . � j products are rich with features guaranteed to cut - installation times and maximize profits with lower current draw and modern aesthetics. _. Features The System Sensor L-Series offers the most versatile and easy- to-use line of horns,strobes,and horn strobes in the industry with , • Updated modern aesthetics low current draws and modern aesthetics:With white and jed plastic • Small profile devices for Horns and Horn Strobes housings,standard and compact footprint devices,System Sensor • Plug-in design with minimal intrusion into the back box LSeries can meet virtually any application requirement. • Tamper-resistant construction The entire LSeries product line,wall-mount horns,strobes,and horn • Automatic selection of 12-or 24-volt operation at 15 and 30. strobes include a variety of features that increase their application candela versatility while simplifying installation.All devices feature plug-in • Field-selectable candela settings on wall units: designs with minimal intrusion into the back box,making installations 15,30,75,95,110,135;and 185 fast and foolproof while virtually eliminating costly and time- consuming ground faults. • Horn rated at 88+dBA at 16 volts • Rotary switch for horn tone and two volume selections To further simplify installation and protect devices from construction • Mounting plate for all standard and wall units damage,the L-Series mounting plates utilize an onboard shorting Mounting plate shorting spring checks wiring continuity before spring,so you can test wiring continuity before the device is • installed. device installation • Electrically Compatible with legacy SpectrAlert and SpectAlert L-Series devices easily adapt to a suit a wide range of application Advance devices requirements using field-selectable candela settings,automatic • Compatible with MDL3A sync module selection of 12-or 24-volt operation,and a rotary switch for horn tones with two volume selections. . • Listed for wall mounting only Agency Listings DLC FM LISTED APPROVED SSS12 FM approved except S4011 'lor ALERTmodels 3057383.3D57072 r � r L-Series Specifications ArchitectfEngineer Specifications General r` LSeries standard horns,strobes,and horn strobes shall mount to a standard 2 x 4 x 1 Vs-inch back box,4 x 4 x 1'/cinch back box,4-inch octagon back box,or double-gang back box.LSeries compact products shall mount to a single-gang 2 x 4 x 17/e-inch back box.A universal mounting plate shall be used for mounting wall products for all standard models and a separate universal mounting plate shall be used for mounting wall compact models.The notification appliance circuit wiring shall terminate at the universal mounting plate.Also,LSeries f products,when used with the Sync•Circuie"Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.When used with the Sync•Circuit Module,12-volt-rated notification appliance circuit outputs r` shall operate between 8.5 and 17.5 volts;24-volt-rated notification appliance circuit outputs shall operate between 16.5 and 33 volts.Indoor LSeries products shall operate between 32 and 120 degrees Fahrenheit(0 to 49 degrees Celsius)from a regulated DC or full-wave rectified t unfiltered power supply.Strobes and horn strobes shall have field-selectable candela settings including 15,30.75,95,110,135,and 185. Strobe The strobe shall be a System Sensor L-Series Model listed to ULC and shall be approved for fire protective service.The strobe shall be wired as a primary-signaling notification appliance and comply with the requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system. Horn Strobe Combination The horn strobe shall be a System Sensor LSeries Model listed to ULC and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have two audibility options and an option to switch between a temporal three pattern and a non-temporal(continuous) pattern.These options are set by a multiple position switch.The horn on horn strobe models shall operate on a coded or non-coded power supply. Synchronization Module The module shall be a System Sensor Sync•Circuit model MDUA listed to ULC and shall be approved for fire protective service.The module shall synchronize strobes at 1 Hz and horns at temporal three.Also,while operating the strobes,the module shall silence the horns on horn strobe models over a single pair of wires.The module shall mount to a 411/16 x 411/16 x 21B-inch back box.The module shall also control two Style Y(class B)circuits or one Style Z(class A)circuit.The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control.The module shall not operate on a coded power supply. -Physical/Electrical Specifications Standard Operatin%Temperature 32°F to 120°F(0°C to 49°C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC or regulated 24 DC/FWR' Operating Voltage Range 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Operating Voltage Range MDL3 Sync Module 8.5 to 17.5 V(12 V nominal)or 16.5 to 33 V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG Wall-Mount Dimensions(including lens) 5.6-L x 4.7-W x 1.25-D(143 mm L x 119 mm W x 32 mm D) Compact Wall-Mount Dimensions(including lens) 5.26"L x 3A6"W x 1.93"D(133 mm L x 88 mm W x 49 mm D) Horn Dimensions 5.6-L x 4.7-W x 1.25-D(143 mm L x 119 mm W x 32 mm D) Compact Horn Dimensions 5.25"L x 3.45"W x 1.25"D(133mm L x 88mm W x 32mm D) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. 2.P.S.PC,and SC products will operate at 12 V nominal only for 15 cd and 30 cd. F�� mc0 OD V W N A W N O Z- W w W W O O - - W (J W W z z N-1 m G n co :r3 0 0 m (D a m ° ° o o . - m 0 0 3 Uo rL > > 3 3 3 3 v w v c '° '" > > 3 3 3 3 m w c y w c� w w w w_ z o m m o 7 � ° ° ° o = c m m o 0 0 0 o = C o m x x 3 ° ° 3o a 33 o w m 9D d � o 0 d 2 Q 2 2 N m m m o o a o o 2 r = o o r 2 r = N N N N N '-3 3 Al N _ 2) N N F f N O) (OS Lr S -i O V W 0 0 0 '�D o o — 3 0 2 r 2 cn cn o to y •+o CL i ° ` co �D ;0 0 w m 3 • N F � C v a -3o w ° - m m o o C V m oo V i m m m m m m m Do °7 °i a •i OD m W co co w Wm w OD ZZZ zz co 0 C1 m = 2 r = r = r = r = Q 0 N `D D D D DCD �y o 0 C o woo w O O N w c—nN U1 Ot m t, w O N 3 I-M N V a O) N A O) O Cn A 07 G N C M V1 V W V W 40 W OD CO G Cr0 N N coA N O W W n p A 0 O) A m Vt O N O O j V Q � to D) En A AA w i V N CD W W � A A O O) O) T O mf0 OD (O W (O W O O coO OG V O) (�J) V J1 (AT m CN) n W N N N 1 N O N O OD W V On 0 Q Q �� O O V m (.a W 0 j V (O (O Ln 01 l(o (O O) CO OD OD W (O Co W O W (J O N (O OD (J) OD O) ppLon V A W V CV1) OV V O Q Q m m o- > > 3 3 c Q 2 2 N N (� (D o o Q N N N t00 O V O (T CD n O CT N (O t0 (WO N A O O O I ID 0 0 w w d a o CD 3 0 .0 .0 w m a m o o - - 3 3 3 w i A � to � _ — N ? f7f A W A Vt W A W O ( A N N QD V W O W O W N a o' 2 2 r = r 2 r S r = a s FCO s m W N W N N N W N N W N NO O V OW V N W n O O V N n A .p pp Q Q N W WN (NO (w0 (NO W CD CO A v cn N OOD 0 O O -• A (W 0 7) Q W V (NO W N .A.• CON V N A o n O G (,T) cn A (� Q A A A A A A A A N r rl ffj L-Series Dimensions j 1.91 3.46 3.46 1.25 -' 1.25 •r 157 5.27e • 0 E Compact Horn/Strobe Compact Horn 4.70 1.91 1.25 —4.70 �1.25 5.67 � .67 Horn/Strobe Horn L-Series Ordering Information ModEJ, Description Model 1. Wall Horn Strobes' Horns P2RLA 2-Wire,Horn Strobe,Red,Bilingual HRLA Horn,Red P2WLA 2-Wire,Horn Strobe,White,Bilingual HWLA Horn,White P2GRLA 2-Wire,Compact Horn Strobe,Red,Bilingual HGRLA Compact Horn,Red P2GWLA 2-Wire,Compact Horn Strobe,White,Bilingual HGWLA Compact Horn,White P2RLA-P 2-Wire,Horn Strobe,Red,Plain Accessories P2WLA-P 2-Wire,Horn Strobe,White,Plain TR-2 Universal Wall Trim Ring Red Wall Strobes TR-2W Universal Wall Trim Ring White SRLA Strobe,Red,Bilingual SBBRL Wall Surface Mount Back Box,Red SWLA Strobe,White,Bilingual SBBWL Wall Surface Mount Back Box,White SGRLA Compact Strobe,Red,Bilingual SBBGRL Compact Wall Surface Mount Back Box,Red SGWLA Compact Strobe,White,Bilingual SBBGWL Compact Wall Surface Mount Back Box,White SRLA-P Strobe,Red,Plain SWLA-P Strobe,White,Plain For strobe models,add suffix-E for English only,-F for French only except for-P models. �� SYSTEM 6581 Kitimat Rd.,Unit 6• Mississauga,Ont. DWI?systemseosoc Phone: •Fax:905-812-0771 Product suet mtms subject to claw waout�.vrA swemsenwm SENSOR° tw WWI MONAnfwMtbn.'nGu&QWeblestve Ottlusdatssheet. w v ww.systemsensor.ca Avosttewl•aa•n ra DAA ANN DiGiovanni 0 & JL N, MINI S T 0 R A G E Associates Architects B UILDING 3 and 4 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 11900 Oregon Road Cutchogue, New York 1q-110 NO y ) GOX F of NEB y 10 �. h" 1 5 5-V E D m 3 LAND fd/F OF JEANNE M,GRACE LAND JV/F OF NORTH FORK RECYCLING 1000-OB3-03-0043 1000-083-03-004.7 p (GOMMERGIAL 517E-WELL WATER) (GOMMERG/AL SITE) LU m PROP,61 FENCE 5 46024'50' E 4�3.Iq' O b'CHAIN LINK FENCE O 5 47°OI'DO" E 331.86 uz ,�x------- 41 b'PVC FENCE O O U P X %-� \ JJ;O % N X W CHAIN XINK FNG. J X \�P "T GATE u v_ x t11 ILI�J W 3 � d Q 11 W %LL LL 3 EXISTING 30b' Lll 6 198.00' � 198.00' I I / v W WATER 9ERVI m J Qpx EXISTING 00 S[I �// 1 STORY FRAME J DELL Xa m E3UILDING I EMLOINO2 \ \ F.F.EL.66.5 x PROP05ED I STORY PROPOSED I STORY �� MINI STORAGE EUILDING o MINI STORAGE BUILDING 6' 160' GATE a'X.L.F. II,880 5F (dry buildin ) a 11880 5F (dry building) \ p °`� Or, G 5-I,Gonst Glass 5b - f el = 51.5 Cu. Gp 5-I,Gonst Glass 5b -�ff el = 51.5 °) 1"a SLATE nNALK a FILED UNDER SEPARATE APPLICATION \ ro 4. m GARAGE FILE UNDER SEPARATE APPLICATION / �m O PATIOn G0NVER51ON toOFF x � o�J m .O' b.b' 16.0 6Ip5TORY1G9T sloe,� m FI' LNDECR SEPARATE 21.6' 16.0 503, APPLICATION X P' Q GONG. ORi� U c PROP.WATER SERVICE WALK LINE OF 3 HOVR RATED \ O- LINE OF 3 HOUR RATED FIRE WALL(TYPJ \ m� x FIRE WALL(TYP) \ / KEYPA _ \ ® \�I60.00' t' T Q, I I SPACES g k D?,a !W \ \ � Ot PROPOSED SIGN ASPHALT DRIVEWAY + \ \\\\ 111. E31JILDIN5 o ro rn_ _ \ � PROP05ED 15TOhY `U b° �° PROPOSED 1 5TORY ` / \ ,,((�� p MINI STORAGE BUIL INK e PROP. �S MNI STORAGE BUILDING o ,000 sF (dry builnq) KEYPAD o 600 sF (dry building) o OGG Gp I,Gonst Glass 2bIIFFF el = 571.5 PROP.POST d RAIL FENCE D d x % GATE x x % % % 1 GpF Ial 5'7.51ass 21z FILE U DER SEPARAT A PLI ATION \ \ \ / e�tp yl ANDSGAPE / r AREA �oo.00 .200.00, I r 7 \ a0 \ E3UILDING 5 1 J // \ E3UILDING 6 \ / mry T'i m PROP.SCREEN PLANTINGS PROPOSED I STORY PROPOSED I STORY _ / \ \ $ MINI 5TORAGE BUILDING o M��STORAGE sf BUILDING %��� z ' n , %' ""I a o 12,000 sF (dry building) $ Occ Op S-I,Gonst Glass b2ubdin�F el = 51.5 w m Occ. 6pp 5-I,Gon5t Glass 2b - FF el = 5"1.5 / UV N 4 °O3' 0" 233.52' PROP. FENCE LLi FILEb UNDER SEPARATE APPLICATION FILED UNDER SEPARATE APPLICATION BLOCK RET.WALL 13 3 CONCRETEmi W POTATO BARN O m I \�` (Uj O / ryo LAND N/F OF W.F FARMS LLG o \ / '� UJ (COMMERCIAL SITE) _ Z 7/1 4pS, z w PROP.6'FENCE o p v aaoo 2 �FOO N 46°03'00" N GRAVEL DRIVE 560.89' R E V 1 5 1 0 N 5 SI TE PLAN I" =SP- 40' THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE I PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN51ON5 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 Go GOX5 LANE Mini Storage MULE3ERRY ST. Q � 0 �. 11900 Oregon Road PROJECT LOCATION o Cutcho ue , NY TUTHILL g 0� w ROAD Q J y SITE PLAN = Q �� DRIVFERGE I�EY MAP —J nta 13U I L D I NG 3 0 n d 4 DEPOT LANE 4/15/22 D A T E A5 NOTED saALE I OF -2 DRAWN BY JVB CHECKED BY DO LEO END _ DAA In 13 FIRE ALARM AND SMOKE DETECTION 5Y5TEM SHALL BE "FI REL I TE" OR APPROVED EQUAL, D i G i ova n n i & ZONED AND ALARMED 5YSTEM. Associates FIRE WALL SYMBOL DESCRIPTION MODEL NO. •7.7 Architects i i i i i itects FAGP FIRE ALARM CONTROL PANEL E5 204X - FIRE LITE LOCATED IN DETACHED OFFICE BLDO (ADDRE55ABLE) 26 Preston avenue PULL BOX B512Lx - FIRE LITE sea cliff, ny 11579 = (ADDRE55ABLE) (516) 671 - 3624 fax(516) 759-7138 ® 1550 FIXED TEMP. HEAT DETECTOR FIRE LITE 550HT (ADDRE55ABLE) 0 FD I I I EREo HORN 4 STROBE - 24VDG FIRE LITE 5� (SYSTEM SENSOR) FD FO FL O PHOTO ELECTRIC SMOKE DETECTOR FIRE LITE 5D565 (ADDRE55ABLE) �T 18 9 : FP ya ! 2 O TO BE Fp 1/2 HOUR FIRE DAMPER LOCATION F NEW / I I I i COORDINATED with DUCTWORK o H/5 tF0 1 5 5L E D FD o O O O � FF--1 I°IRE ALARM NOTES: HT j j I I j I I I HT MEGH RM I I I I I MEGH RM I. FIRE ALARM AND SMOKE DETECTION SYSTEM SHALL j COMPLY WITH MANUFACTURERS INSTALLATION SPECIFICATIONS. 5 HOUR RATED I STATE AND LOCAL BUILDING CODES N.F.P.A. -72 AND ALL RATED FIRE I - AGENCIES HAVING JURISDICTION. WALL (TYP) Ln 2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS. OUTLET BOXES, JUNCTION BOXES, CABINETS, ETC. FOR " A COMPLETE OPERATIONAL INSTALLATION. 5. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL - ----- i- --- — I I -------- ---- ---- — - ---------- — ---- I -- — --- - - ------ --------- ------- I --------- - FIRE ALARM 5Y5TEM EQUIPMENT WITH WORK OF OTHER TRADES PRIOR TO INSTALLATION. 4. ALL MANUAL PULL 5TATION5 SHALL BE MOUNTED I I I I I I I I I I WITH THE HANDLE 48" ABOVE FINISHED FLOOR, 5. ALL VISUAL DEVICES SHALL BE MOUNTED 80" ABOVE FINISHED FLOOR OR 6" BELOW FINISHED CEILING OF OF WHICHEVER 15 LOWER. FIRE WALL FIRE WALL 6. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS I60'-0" AND PERMITS PRIOR TO START OF WORK AND OBTAIN SIGN-OFF FROM ALL AGENCIES HAVING JURISDICTION I UPON COMPLETION. I FIRST FLOOD' PLAN ,. A FACTORY TRAINED TECHNICIAN SHALL SUPERVISE THE P'-2 E3UILDINC� 3 I/8" = I'-O" FINAL ADJUST ALL�QUIPM�TSUPON COMPLE AND SHALL TION. ST AND ION 8. SYSTEM SHALL BE CENTRAL STATION MONITORED VIA CELLULAR RADIO COMMUNICATOR 200'-0" n i u n i n , n CLOF (LOF CLOF CLOF FIRE WALL FIRE WALL FIRE WALL FIRE WALL 51M. 51M, R E V 15 1 0 N 5 THESE PLANS ARE M INSTRUMENT OF SERVILE AND ARE THE PROPERTY OF THE ARGHITEGT.INFRIN6EMENT5 WILL BE PR05EGUTEO. o H/5 O FD S FD FD FD CONTR ACTOR SHALL VERIFY ALL FIELD 6ONDITION5 AND o O = = O O = O DIMENSIONS AND SHALL BE RESPON51BLE FOR FIELD FIT AND OJANTITY OF PM.NO ON THE BEHALF OFGONTRAGTORrFOR�ANY ERROR OR ALL BE MADE HT I I HT ' I NE6l.EGT ON H15 PART. MEGH RM MEGH RM _ _ - _ _ - - _ _ _ _ _ _ _ � Unit 2 Go 1 5 HOUR RATED OcJ 5 I RATED FIRE 5 I Mini Storage I O I WALL (TYP) O 11900 Oregon Road i I i i i CN - g Cutchogue , NY I i E3UILDINO 3 1$ 4 OF q OF OF OF FIRE ALARM PLAN FIRE WALL FIRE WALL FIRE WALL FIRE WALL 200,-0" 107 4/15/22MIMI p AM& F I RST FLOOR PLAN DATE pm A-99;Iiii I A5 NOTED A-2 BUILDINO� 4 I/8" = i'-O" 5 If,ALE 2 OF �2 DRAWN BY J V B GHEr-KED DY DO A,, DA NETQiGiovanni & Associates Architects B UILDING 3 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 q... utj -'V'�POO Oregon Road chogue, New IR ork IQ-I10 CEaED Aj �5 DIG� L/T� OA 7 op n° LAND WP`OF XAAWE M.ORAL' LA1V WP OF NOR 7H f ORK REGYGUNB INC. �A (GG��� -y004-4 R) ,000-G�s n3 G104.7 A p ' w o" v PROP.W FENGf? 5 a6°24'50" 4�3.lq' 6'w+Alx LIxK=erice o i �, 5 4°01'00" 3� � ,,_._. .......___-------........ ... _�_— �._._........ - -.._..... -.............._ —_,.... _-_... _............,.. a 'm — x O 6'PVG FENCE - Q ttt ,,,-.-,•, _•,.,-... .-..,.-.—..... _•.,. —x wJS� pi',^`: E v_ GATE 2 x Q• � � �Et '!'� ;t£ �� � — \ '" Tin; ,.• x S s'AAITA WRV1 rOb' I I- _ - Jf BUILDING I fl ,* i� BUILDING 2 d n `.P.11 t6.D xl O \ Qm a MINI 5TORA,.E EUI ILD Nf-7 PRO OFZAC 15TGt2Y I J � F � MINI STORAGE BUILDINGGATE 4'x.LF. 0 j 11,be8O sf (dry I:w din 1 q) 164� I 5TORr"I" I-0 O ' o 6AR_ - '� ) occ ev 5-1,Const Gdla 5 5b-'€f el = 5"7.5 L P 5L.Are ,� �K Occ 6p S-I,Gonst Glass 5b- Ff el = 51.5 FILEI:UNDER�j1 PARATE APPLICATION ` r FILED UNDER SEPARAT APPLICATION PATIO VER510N to x Ot'rIGE m :q ou6 e,corst apes 5b !,'< m m tt PILEtl LNCEx SEPARATE $ p 21b' 160 x I gas' APPLICATION f W W 'Goxu. T x x P'KaP.WATER SERVICE WALK i LINE Or 3 HOA RATED - i )t .. _ . '1 � ,'iGEYPA 200.00' I { \ \ ? \\ ` r „ µ. `� PRGPOSED 51GN LNG BILDIN G 4 _ - PROPOSED ,T ,< Y I STORY PROPOSED 1 STORY MINI 5TORAGE MILDINO m x ■ PROP. ,$ MINI STORA4OE BUILDINCS 12,000 of (dry bulldln gb00 sf (vC�'ru buildir. ) 2 Occ G S-I,Ganst Glass 2b F� el = 5?.5 �' PRop.P05s t RAIL FENCE � G Op 5-1,GOr:St Gla 5 \ p v x x 6AT� x x x >< FILED UNDER SEPARATE APPLICATION L-� `✓ E) ;.rr FF III = 57.5 t{t t1 9 \ q4ANDSC�AFE riY / \ y AREA Al 2aa.aa' 1 ` — 7 ~ q, ( co- Y n', PROP05ED I STORY jo P�IJILDING 5 t.;UILDING Qa� " Ta PROP.SCREEN PLANTING5 NI STORCD 1 STORY J \ p•. y� , _ �r. � r., eei �� MINI STGRA;�E B1)ILDING MINI STGRAGE BUILDING ( ` . = = = - . ;*�:: � i ` 'w 12,GGO sf (dry buildina) g 12000 5f (dry bufldlr• ) ( J uj ,� Occ G 5-1,Gonst Glass 2b -� el = 5't 5 „ Ocr- Gpp 5-I,Gonst Glass 2b - F'F el = 5i.5 1 "'` - FILED UNDER SEPARATE APPLICATION \ q a5ao � �; p��z N �} °03' 0" 2a3.52' FROP.e'FENCE �� r FILE UNDER SEPARATE APPLICATION 1Z ` POTATO BARN Q \P i 0 LANO WF of N,JF FARM$LLG � lOOG7-f>,d9dJ'1-005.? tf� r ^ �- (GOMME'RGlAL Ly Z � \ . N 46003'00" N ORAVEL DRIVE 560.6a' R E V 1 5 1 0 N 5 51 TE PLAN " = THESE PLANS ARE AN IN5TRUMENT OF 5ERVICE AND ARE THE 4CJ' 5P PROPERTY OF THE ARCHITELT.INFRIN65 MENT5 WILL BE PR05EWTED, 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 NE&LEGT ON HIS PART. Unit 2 Go _ • Coxs LAME Mini Storage I MULBERRY 5T. v ono 11900 Oregon Road PPCJE-r T LOCATION p CutchO ue , NY TUTHILL g Q ROAD Q R D. 51 TE PLAN Q u DR yl �ERCE KE ' MAP �1J nts LD NO 5 _-- -- _ T L- NE V . ^ ail/20AN . SEP ?_ 3 2020 Ftkem DATE ' A5 NOTED .. � 5GALE I OF 2 DRAWN 511( I Y U CHECKED SY DD WMWA I_ II DAA 4h0l 4I_0 l '- a ( P" - ° - DiGiovanni & TYo (7YF) (TyP) (T1rP Associates_TYPi (TYP) J. Architects SMOKE TIGHT 26 pres#on avenue I JOINTS (TYP) sea cliff, ny 11579 {51y6rr)� 6/F�71 -r�Q39724rA�/x� I II L I II 1_ II I- II I_ II I- II I_ p I_ 11 I_ II I_ II i_ II I_ I 1_ II I_ II I_ 11 I_ II fax(516) 759- 138 5 HOLR RATED 4T HT RATED FIRE HT T A-•110 WALL (TYP) �G�gTEREp� 1 A Z _-j n 11 COMBINATION LED EXIT/ N� EMERGENCY LIGHT with r r BATTERY BACK UP (TYF°) NEW Y�P� o EM/EX LT _� E M!EX EWE+ EWEX� � EM/EX LT o I S 5 U E D I �.J �.=J HIS LT .✓ �cJ 4:./ LT 5 HOUR RATED RATED FIRE pl WALL (TYP)11 I I II 11 I II I II I II 101.011 I II I II I II 1 I II 1 11 I n I 11 t SMOKE TIGHT I I II JOINTS (TYP) I II I N I II I II OF OF OF FIRE WALL FIRE WALL FIRE WALL SEPARATE ROOF �, SEPARATE ROOF SEPARATE ROOF �, SEPARATE ROOF SEPARATE ROOF S SEPARATE ROOF FRAMING TYPE FRAMING TYP FRAMING TYP I60' OFRAM" NG7TYP FRAMING TYPE RAMI G(TYP) - FIRST FLOOR FLAN A_2 E3UILCJINC� 3 I/8" = II_p FIRE Al AF,'M NOTES: I. FIRE ALARM AND SMOKE DETECTION SYSTEM SHALL COMPLY WITH MANUFACTURERS INSTALLATION SPECIFICATION5. STATE AND LOCAL BUILDING _',ODES N.F.P.A. 72 AND ALL A5ENCIE5 HAVING JURISDICTION. 2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS. OUTLET BOXES, JUNCTION BOXES, CA5INET5, ETC. FOR A COMPLETE OPERATIONAL INSTALLATION. 5. CONTRACTOR SHALL COORDINATE THE LOw.ATION OF ALL FIRE ALARM SYSTEM EGtUI PMENT WITH WORK OF ACOUSTIC TILE CEILING IN OTHER TRADES PRIOR TO INSTALLATION. SUSPENSION SYSTEM with R 3b BATT INSULATION (TYP) 4. ALL MANUAL PULL STATIONS SHALL BE MOUNTED -'� _'`"� FULL HT 3 HOUR RATED WITH THE HANDLE 495" ABOVE FINISHED FLOOR. `'` WALL BEYOND (TYP) FULL HT 3 HOUR RATED`"` --�` 5. ALL VISUAL DEVICES SHALL BE MOUNTED aO" ABOVE WALL BEYOND (TYP) ADDRE55ABLE FIXED TEMPERATURE F-IN15HED FLOOR OR 6" BELOW FINISHED CEILING HEAT DETECTOR(TYP) WHICHEVER IS LONER. h. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS 4 --'� SMOKE TIGHT- — 12 AND PERMITS PRIOR TO 57ART OF NORK AND OBTAIN JOINT & FIRE � �" `� - SION-OFF PROM ALL A0ENCIES HAVING JURISDICTION WALL (TYP) UPON COMPLETION. `` '�-�-..� R E: V 1 5 1 Q N 5 -7. A FACTORY TRAINED TECHNICIAN SHALL SUPERVISE THE FINAL CONNECTIONS AND SHALL TE57 AND THESE PLANS ARE AN IN5TR1lM5T OF 5ERVIG£AV ARE THE _ TO PLATE EL. +12'-0" PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE AD.�UST ALL EQUIPMENT UPON COMPLETION. � - -- - --_— PRASEGUTED. S. SYSTEM SHALL BE CENTRAL STATION MONITORED CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND L 6E RESPONSIBLE FOR FIELD FIT VIA CELLULAR RADIO COMMUNICATOR DIMENSIONS AND SHAL AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE - ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HI5 PART. b LEOEND W o Unit 2 Go FIRE ALARM AND 5MO<E DETECTION S`r'5TEM o v SHALL BE "FI RELI TE 11 OR APPRO*,/ED EQUAL, MOKE TIGH MOKE TIG Mini Storage ZONED AND ALARMD SYSTEM. INT 0 FIR JOINT a FI 5*''1"1 QL DE5C R1 f=71 QN M>QPEL NO. WALL TY LL (TYP) TO 15t FLOOR SLAB DATUM EL +01-0" 11900 Oregon Road FIRE ALARM CONTROL PANEL E5-20OX - FIRE LITE w _ Il,utCh , NY f .. . . : :..: .. .....•. . : ...:. .:....:. ....... . :. A RE55ABLE 1=1I-I I-I I-I I-III µ - - - - LOCATED IN DETACHED OrFICE BLDCa ( DD ) —__!_ —= —= __— —__ _-_- ___ __ _ - _ - _ - - _ _ _ —_ —_ - _ _ _ - - _ _ — —I f—III—III-11T Tf—I I III—III—i I I—I I 1=1 t�I 1=1 1=1 I I—I I�I I 1=1 1=1 I I_I I�I I_I I I_il I III—ITI—ITI—I I—III—I i—I 1=1 —ITI-7f—ITf—I =1 I_III—I I H I_ I—I — I; I_ I_ 1 —I = _ _ — — — — — — — — — — — — — — GRADE I I I I I I III—III I I_I I_I - - II 111T III III 111=Tf F- I I_ � TI _ I II ITI I I I�11111J. _ _ _ 11�1 _ _ 1 I I 1 II_ —I 1 J�J _ L _ I I I I_I I -1 -1 - - LLL - - - - - - - - - - - -III-1T=ITI- I_I i I-III-III-I I I_ITI_I i-I I I-I I I I III III-III-1 I f_ _I ff I I I�II I I -f _I - - - - � T-T-IZf T A _ 11 _ _ T � _ � I I ITf T I I_I I I T-I i t I 11Tf-TI=I I I�I I_III_III_1=111_III_III_II-1_� I I I III=I I-III- PULL BOX E?C312LX - FIRE LITE — 1- -III—I III—II III=III—III—III— _ - - - - _ - - - - - - - - - -Ir - - - - - - - - - - - - ® I I I—III 11=ITI—ITS 1 11= =1 1 111 11--- I ITI—I I—I (ADDRE55ABLE) --1T1 I I=I I I II-III=ITI-1 6" CONCRETE V RIGID INSULATION 1=1I I—III III—I I—I I I I I I=11=III II i 11 l l-1 SLAB (4,000 P51) (rYP) I II II Ili— E3U! L NO 5 11—III— = 1-1=1 III= =III II I Icf4° FIXED TEMP. HEAT DETECTOR FIRE LITE 55CHT III=11I—II1=111=1 T= —III=II FIRE ALAR� PLAN �✓ (ADDRE55ABLE) HORN $ STROBE -- 24VDC FARE LITE (SYSTEM SENSOR) q/I1/20 PHOTO ELECTRIC MC<E DETECTOR FIRE LITE 5D565 I " j I L E) I I '��../' / SE T I O� D A r S APPRE55ABLE) A5 NOTED NOTE: ALL STRUCTURES ARE NON-HEATED/COOLED (NO HVAG) A-2 BllILDING 3 I/4" I'-011 THEREFORE NO CARBON MONOXIDE 5OURCE Diu BY .NB CHECKED BY pp D ffi A, ! vl; rNIG DiGiovanni If MIN S 0 R A G E Associates Architects U I D I N G 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 If U 1 r fax(516) 759-7138 Uutchoo-1rue, y n I O c ?.•��o�° Q 2 .A ti r egon Road', ly 1 `A,( ,� % � •, � i55UED A M, � LA.':fJ>�O?NGRt'F!FORK RMGYGLiNcS fNG. / f LAW Nlr OP Elm J IOfX7^Ot�3-O'3- 5 (G4Mh;000--CR-D IAL SITE) -GRIT I J (LO�JAi StT -fLi WATER) ti 7^^ PtiVi b'FENCE 4'v J E ?a.l ' 0 6'CHAIN LINK PPNGt 4-ia0I'00" E J�F,�is _— ..,. _ ..•_-_ _.,...__ _- _ _ T i P i`f ,,,:`,•' ii Y. 11, 4'UTAIN I) M 3 v X ><-••• RRR V k t L ' 7 AATER seRv! x _-_.."__ Iq�.00' we.oc�' r w > 1570Rt'PR[AME Q 1 EUILDINC I BUIL.DINO 2 -j PROP05ED 15TORY PROP05ED I BTORY sATE a'aLF. MIN! STORAW E WILDINO c MINI STORAGE BUILDING o I6-o x o) �� 1IU8o 5f (dry buildlra, 11880 of (drl; 'lldfr•q� Occ 5-I,corst Uass 5b -"f el = 57.5 dcc Gp 5-I,Ganst Glass 5b-T€ el 5;5 (� ° r P 7j ;" SLATE K `q CAPAV- FILEDUNDER 5E'ARATE AFF'LIGATION FILED UNDER 5EPARATr APPLICATION Yy f �" PATIO { GaN`Jr`R5 V)N to %� -- /{ m ItiatLURSCPARATL % IGATI�JN%.............%( ```. ../7J{ J WAMM SERVICE KEYPA t _..�._. ....-,,," ....._„_...._...®.—� i � � �f!!•.e `>�_"... ,16G.00' 2fX1.007' I j 7 ~ ., f ti QQ� _._ II SPACES x D y+q Q Y 4 PROPOSED SIGN ASPNAL7dRIVEWAY U LD N \ EiUILDIN c4 PROP05C-D I STORY a _ F'ROP05) D I STORY — ` a`" -�`" --- PROP. $ MINI 5TORAGE 131:ILDING � r Q UN � MINI sf�ry bull d rla� ty KEYPAD G O 5sf (ddmv bvildinq) Occ G 5-I,Gonst Glass 2b ' 2 :4/ PRROR POS 4 RAIL FME p Glass FILET7 UNDER 51=PARATE APPLICATION Lj 6ATE V / Q ALI- - ANr:5GAPC / a , r rep r4 ,,:• ;�r iy k ~A, �@ 1 2aD.d0' -200.00' i 4 7 n BUILDING 5 BUIL.DINJ �4= _ ':w PRROPOSED I STORY PROPOSED ) STORY - } F'RUl'x.SCREEN PLANTINGS { MINI 5TORA6E EUILDINO S MINI STORA ,, r� 0 12 f30 5, GC C'UILDING 12,000 5+ (dr buildira) ,0 a (d buildlnaj pp h V) N 4 °off' �" 2'J3.52 PROP.b'PENCE .!! I of 4 OGG G 5-I,Gonst Glass 2b- r F el = 5i.5 Occ dip 5-I,Gomt Glass 2b- Fit el = 5?.5 p t3' 00 k z y FILE17 UNDER SEPARATE AFFLIGATION FILEC?UNDER SEPARATIw APPLICATION B(.tX.iC RET.AAL HALLbi t �' ".,. ''•. h GTAYO SAF.N W o LAND NIP OF W JF FARH5 LLG '� 1 in►o�-nes-os�s.� (c.OrrcJAL srrE� I I I I I I I I I I I I I I I I I r; j 3 _v + zw PROP.6'F1:tvE n�z•a --- N 46°05'00" N v`RAVEL MIM R E V 1 5 1 0 N 5 51 TE PLAN 5P- 111 w 40' THESE PLANS ARE AN PROPERTY OF THE ARC47ECT.IN RINC-EMEN75 AINT OF SERVICE D BT THE PRO51EWED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN5105 AND SHALL BE RE5POl51B1-E FOR FIELD FIT AND a)MTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANr(ERROR OR E3U I l..-�11�'lC GC>1�� J�I `�I l�l...�Ys I� NE6l,ECT ON HIS PART. 1l Chapter 3 - Use Occupancu�(.lassif icotion Chapter 10 - Means of Egress 311 Storage Group 5 Table Maximum Moor- Area Allowance per Occupant 311-2 Moderate Hazard 5toroge Or-cup 5-1 10045 500 sffoccupant - Warehouse Unit �Table E Egress width Chester 5 - General Bufld[rg Holght $ Area5 1005 0-2"7o ecupont - 5'-0" door = 1&0 occupants Storage 505 General Height 4 Arco limitations Actual persons per 5'-0" door = 10 __ .-.- - + Mini Table Allowable height B bviidfng areasF ID < 180 Therefore OK ooxs LANE � 505 Type 253 m 17,500 sf and 3 stories Table spaces with one mean of eeress I Actual Max building area = �,6DD sf and I sty IDD6 Occupancy group 5 = 2� ocevpar,ts maximum � .— , . � . � w� 11,600 < 1-7,500 - Therefore DK Actual occupants = 20 t01 11 tt There*ore I mear:s of e ress re ulred -- 2 rovidcd oa ;,, 1 f�oo �I'e�o11 Rote g '� p z / %;:' ' PRO.�EGT I-C r ATION i Chapter 6 - Tomes OF Carstructian Table Travel Distance = ' 602.2 Type I II - Nor:-CombuCtiblc IDOI-t2 :DD' max travel distance without a sprinkler system w ?UTHILL �� Cutcho ue , NY Table 601 Fire Resistance Parings Actual max travel distance = ea0', Therefore OK p�f ROAD � Ly Type IIE3 - 0 hour rating for oil components Table Dead ends - 20' maximum if more than one exit is ( < } C101'� Table 602 Ire f'Zesfstance rating for extol-for walls based on fire IO20.4 reopIred n Q L? Separation distarce No Dead Ends Corridors, Therefore OK < ( 41.' _......... "'f` SITE PLAIT Type 115 construction greater than 30' separation - z< {I ��� Rce KEY MAP µ 0 hour rating reouired for 5-I o.,cupan,;y 52'--G" minimum separation provided, Therefore OK '� -----�=-- � BU LD �I� 5 r1-ROT LZN Chapter 1 - Mre Resistance Pre tcd Construction 7D5 Exterior walls I ` 705.8 Allowable area of oper:fngs shall rat exceed values per JIM table 705Z Chapter a - Fire Protections Systems DATE C105 Sprinkler Systems gD32.a Group 5-1 / A5 NOTED Requircd if fire area exceeds 12,000sf I OF 4 1,600 < 12,000, Therefore OK - NO Sprinkler 5uustern s c A L rOa�uir> ed BRAWN 6Y IN/ CHOCKED BY t°lr'3 I a D [,;k Associates I Architects PAVING (PITCH A5 5HOWN , " ` . T e 26reston avenue p.5LAES EL. +0'-0" sea cliff, ny 11579 (516) 671 - 3624 '0Z ASPHALT PAk/INS t. fax(516) 759-7138 -to )`,r'� T.O. WALL 2" RIGID INS`L. REG! OAVI q 9Fo 4 E AR5 9 i2" O.G. Dy aoa�C-) TYF'IGAL SLAP, ON GRAD;- CONS": EACH WAY r' EACH f AGE 6" - 4,000 P51 5TONF GONGRETE 1 I - I WITH 6x6 W 2?x2° W.W.F. y o� I TOP OF SLAB DATU ELE.JWp_p° 13K dQi _ z ! N 1 :- I i Ii ~. .2 CTION a EXTEF'.IC?F: WALL A-I �- - - - - - - � I1/2° SLABREGE55aH. DOOR5(SEE PLAN - TYP.)�\ T.0.5LA5 EL. +0'-0" 160-0 LINE OF ASPHALT 9 1/4" PAVING,PITCH AS 5HQWN,r __� bxb V42.P x W2.9 W.W.F. PITG NJ ASPHALT PAVING X x X x 1z FOUNDATION PLAN � � IN / T.O. WALL �' 1 BUILDING 3 118° = I -C7° 2" RIGID IN5UL. r z d° #4 BARS� f2" O.G. " 11� EACH WAY/EACH FAGS GENERAL NOTE5 CONCRETE NOTES 5PEVAL INSPECTIONS 4" 4" IDEWALKS,I. ALL WORK PERTAINING TO SHEETING,BRACING,SUPPORT OF ADJOINING LOTS AND ., I. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CONCRETE INSTITUTE (AGI) 515 2011. I. PRIOR TO BEGINNING,ANY WORK,THE OWNER SHALL RETAIN SERVICES SERVIGE5 OF ACCEPTABLE LICENSED ° G PLACEMENT DF FOUNDATION CONCRETE ON SOIL SUBGR.ADC 15 5L°B J)GT TO SPECIAL INSPECTION 2. ALL CONCRETE,EXCEPT AS SPEGIFIGALLY NOTED ON PLANS,SHALL BE LIGHT WEIGHT OR STONE CONCRETE PROFESSIONAL ENGINEER TO PROVIDE INSPECTIONS DURIN5 CONSTRUCTION- THE INSPECTOR SHALL BE QUALIFIED a DESIGN FOR SHEETING d BRACING SHALL BE DONE BY ENGINEER IN CHARGE OF SPECIAL HAVINGAN ULTIMATE COMPRESSIVE STRENGTH A5 LISTED BELOW AND APPROVED BY ENGINEER OF RECORD TO PERFORM SPECIAL INSPECTIONS AS REQUIRED BY NY5 BC. �q n a . #5 BARS INSPECTION t PAIN BY THE CONTRACTOR. QUALIFICATIONS SHALL INCLUDE A PROFESSIONAL LIABILITY INSURANCE COVERAGE OF I MILLION DOLLARS AND A _ z ! Oor -FOOTINGS,FOUNDATION PIERS,FOUNDATION MAT. 4000 P51 NORMAL WEIGHT MINIMUM PROVEN EXPERIENCE OF 5 YEAR5 WITH SIMILAR WORK. sn � GONT. (TYP) 2 PROPER NOTIGE5 SHALL BE GIVEN FOR PERFORMANCE OF THE SPECIAL INSPECTIONS IN -BUTTRE55ED AND FOUNDATION WALL5 4000 P51 NORMAL WEIGHT O ACCORDANCE WITH THE REOUIREMENTS OF 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: I'-4" MIN. COMMENCED ON AN ITEM OF CONSTRUCTION REQUIRING SPECIAL INSPECTION,ALL PER5ONS A. CONCRETE CAST-IN-PLACE BC 1104.4 RESPONSIBLE FOR SUCH SPECIAL INSPECTION SHALL BE NOTIFIED IN WRITING AT LEAST 12 3. REINFORCING FOR REINFORCED CONCRETE ELEMENTS,UNLESS OTHERWISE 5HOWN OR 5PCCIFI p,SHALL BC B. 501L - 517E PREPARATION BC 1104.1.1 HOURS PRIOR TO SUCH COMMENCEMENT." DEFORME-D IN ACCORDANCE WITH A5TM-A615,GRADE 60 AND SHALL HAVE A MINIMUM YIELD POINT OF 60,000 C. SOIL - INVESTIGATIONS(BORING/TEST PITS) BG 1704.7.4 PSI. D. STRUCTURAL SAFETY AND 5TRUC7URAL 5TABILITY BC 1704.11 a. NOTICE SHALL BE PROVIDED BY THE PROJECTS OWNER TO ADJ0INING PROPERTY OWNERS IN a E. CONCRETE TEST CYLINDERS. BG 1105.6 4. REINFORCING AND COLUMN TIES AND BEAM ,D POINT SHALL ,0 DEFORMED IN ACCORDANCE WITH ASTM-A615, E T I t.,�N C� i�OL LUI*' DOOR ACCORDANCE WITH THE NY5 E:UILDIN.�•�GODS; "ND FOUNDATION OF EARTHWORK PERMIT SHALL BE GRADE 40 AND SHALL HAVE A MINIMUM YIELD POINT OF 40,OG0 P51. E`. CONCRETE, DESIGN MIX BC 1905.3 ISSUED UNLESS AND UNTIL AT LEAST FIVE DAYS PRIOR WRITTEN NOTICE OF THE PERMIT 5, WELDED WIRE FABRIC SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF 10✓OO Pal. 3. THE SPECIAL INSPECTION ENGINEER SHALL DETERMINE WHETHER GONTINUOU5 OR PERIODIC IN5PECTION5 ARE APPLICATION SHALL HAVE BEEN GIVEN BY THE APPLICANT TO THE OWNERS OF ALL ADJOINING NEEDED AND WHETHER HE OR SHE SHOULD IN5PEC7 THE SITE PER50NALLY OR SEND A PERSON UNDER H15 OR HER A-] I" = 11-011 LOTS,BUILDINGS AND SERVICE FACILITIES WHICH MAY BE AFFECTED BY THE PROPOSED b MINIMUM REINFORCEMENT PROTECTION,UNLESS OTHERWISE 5HOWN,SHALL BE 3/4" FOR 5LAE35 AND INTERIOR DIRECT SUPERVISION. FOUNDATION WORK OR EARTHWORK OPERATIONS." FACES OF WALLS, 1-1/2" FOR BEAMS AND 6IREXR5,2" FOR EXTERIOR FACES OF WALLS,3" FOR FOOTINGS AND 4. THE SPECIAL INSPECTION ENGINEER,SHALL MAINTAIN A LOG IN HIS OR HER OFFICE WHICH INCLUDES THE OTHER STRUCTURAL CONCRETE DEPOSITED AGAINST NO CONCRETE SHALL BE POURED UNTIL THE' REQUIRED FOLLOWING INFORMATION: A. NOTICE SHALL BE PROVIDED BY THE PROJECTS OWNER TO ADJOININ!5 PROPERTY OWNERS IN PRELIMINARY TEST(PER NYCBG) HAVE BEEN MADE AND APPROVED. (1) ADDRESS OF THE PREMISES,JOB NUMBER,CONTRACTOR'S NAME AND ADDRESS, ACCORDANCE WITH THE NY5 EUILDINO CODE: "AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE "I. ALL 5TRUGTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH IN ONE OPERATION. WN5TRUCTION (n) DATE AND TIME OF EACH INSPECTION INCLUDING GIVEN TO COMMISSIONER BEFORE THE COMMENCEMENT OF ANY WORK FOR WHICH A PERMIT HAS JOINTS,SUCH AS DAYS END POUR JOINTS,SHALL BE LOCATED IN THE MIDDLE THIRD OF THE, 5PAK MAIN A. NAMES OF PERSONNEL WHO INSPECTED THE SITE,AND BEEN ISSUED' REINFORCING SHALL RUN THROUGH THE, JOINT. ROUGHEN AND SCARIFY J01NT5 TO EXP05E AGGREGATE: FOR B. ANY SIGNIFICANT OBSERVATIONS OR IN5TRCTION5 GIVEN RELATIN5 TO ANY Or THE FOLLOWING: CHEMICAL BOND. NET THOROUGHLY AND SLUSH JOINT WITH 1:2 MORTAR,1/2"THI(K,NOT MORE THAN 5 MINUTE5 1) DEVIATION5 FROM THE CONTRACT DOCUMENTS. 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 PORK STATE BUILDING CODE,REGULATIONS OF THE 3) PROPER EXECUTION OF THE WORK; REVISION 5 NEW PORK STATE DEPARTMENT OF LABOR AND OSHA. b. ALL OPENINGS IN FOUNDATION WALLS,UNLESS OTHERWISE SHOWN,SHALL HAVE (2) #6 BARS ADDITIONAL ON ALL 4) GOOD ENGINEERING PRACTICE; 51DE5 AND SHALL EXTEND 2'-6" BEYOND CDGES OF OPCNIN65.' 5) SAFE .JOB-SITE CONDITIONS; 6. PRIOR TO GOMMCNGEMENT OF MASS EXCAVATION, THE ADJOINING PROPERTIES,AND STREETS SHALL BE VISUALLY cSU'RVE- ED BY THE CONTRACTOR,SUITABLY MARKED WITH PERMANENT q. THE-: CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE 6} PRECAUTIONS TAKEN TO MAINTAIN SAFE CONDITIONS IF WORK 15 STOPPED FOR ANY Ta•1E5E PLANS An AN IN5TRIR�EENT OF SERVICE AND ARE THE REOUIRCD, INSTALL ALL BUILT-IN-WORK, REASON PROPERTY OF THE ARCHITECT. INFRINGEMENTS 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 (il() THE DATE OF AND PARTICIPANTS IN ANY CONVERSATIONS WITH THE SPECIAL INSPECTION ENGINEER PROSECUTED. -6x6 W2.Q x W2.1 W.W.F (UON} NOT SHOWN ON PLANS 15 SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER, OCCURRING OFF-SITE AND RELATING TO ANY SIGNIFICANT OBSERVATIONS OR INSTRUCTIONS. DETERMINING GONSTRUGTION-RELATED EFFECTS. REPORT WITH PHOTOGRAPHS SHALL BE G PROVIDED TRIPLICATE COPIES. A PREGONSTRUGTION DAMAGE CONDITION IO. ALL RE-BARS IN SLAB TO BE SUPPORTED BY PLASTIC COATED CHAIRS PER AGI CODE. 6 SLAB ON GRADE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND SI.,WE-Y OF THE ADJOINING PROPERTIES SHALL BE MADE IN WRITTEN AND PICTORIAL FORM,AND 5. THE SPECIAL IN5PEGTION ENGINEER SHALL RETAIN A COPY OF THE DOCUMENTS DESCRIBED ABOVE IN HI5 OR HER 4,000 PSI STONE CONCRETE DIMENSIONS AND SHALL BE RE5PONSIBLE FOR FIELD FIT TWO COPIES SHALL BE FURNIw+fED TO THE OWNERS REPRESENTATIVE. II. ALL REINFORCING SHALL BE DETAILED,FABRICATED AND PLACED, IN ACCORDANCE WITH ACI DETAILING MANUAL OFFICE AND SHALL PROVIDE A COPY TO THE CONTRACTOR AND/0R OWNER TO BE KEPT AT THE CONSTRUCTION AND a)MTITY OF WORK.NO ALLOWANCE 5HALL BE MADE (LATEST EDITION). SITE. o x xo ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR r 6. THE SPECIAL INSPECTION ENGINEER RESPONSIBLE FOR SPECIAL INSPECTION SHALL REPORT UNSAFE CONDITIONS A a ® NEGLECT ON HIS PART, 7. ANY WATER INFLOW INTO THE EXCAVATION SHALL BE CONTROLLED BY SLUMPING OR 12. ALL REINFORGINa SHALL BE SUPPORTED IN FORMS,SPACED WITH NECESSARY ACCESSORIES AND SHALL BE �' , ° > a OTHER SUITABLE METHODS. L15PD5AL OF WATER SHALL BE MADE OUT OF THE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH CRSI "MANUAL OF STANDARD PRACTICE" (LATEST EDITION). TO THE DEPARTMENT OF BUILDINGS AND/OR ANY OTHER AFFECTED PARTIES OR AvENGIES G a e r r f r �l tf EXCAVATED AREA IN AGCOR©AN I WITH LQGAL R1 GULATIQN: THC ELEVATION CJF THC r Ua�nu aFni i��r n� rum nFaecrrrGnrr nILnluur TuF -IA Na INSPECT n����iriniF�v�uei i re�� a,rai e�i ' t ^�{ 1, j ,��, � J1•L t . ` f C� 13. SLUMP OF CONCRETE SHALL NOT EXCEED 4" UN'LE55 A Hl��hf RANGE WATER-REDUCING ADMIXTURE 15 USED. THE '� w-"�-�' -' , "'•� •, u, -�� a 3*'`,. t-v , b, WATER LEVELS BEYOND THE LIMITS OF THE PROJECT 517E SHALL NOT BE LOWERED DOCUMENTS AND THE L06 DESCRIBED ABOVE FOR REVIEW BY THE DEPARTMENT OVE DINGS s'''��� ��'��� }f SO A5 TD PREVENT DISTRESS TD ADJOINING STRUCTURES SLUMP OF WATER-REOUCIN5 ADMIXTURE SHALL NOT EXCEED 4 . THE SLUMP OF CONCRETE CONTAININ5 A HIGH -RANGE WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 8". I=�(�_���_���_� � �_� � �_� _���_ �_���_���- Unit 2 Go b, A COMPETENT REPRESENTATIVE OF THE CONTRACTOR SHALL INSPECT THE SUB'�RADC 14. CONCRETE EXPOSED TQ WEATHER SHALL BE AIR-ENTRAINED. AIR CONTENT SHALL BE BETWEEN 4 AND b PERCENT, i l l l iii 1 1 1 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 i I I i I I I i i i I 1 OF THE EXCAVATION, ANY AND ALL BRAGING AND BLOCKING,AT THE COWEN(EMENT 15. COARSE AGGREGATE SIZE SHALL BE NO. 5"1 OR LARGER. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW Mini Storage OF EACH SHIFT,TO ASSURE INTEGRITY,PRIOR TO PERMITTING WORKMEN TO WORK 6 MIL POLY V B BY THE, PROJrGT MANAGER WELL IN ADVANCE OF CONCRETE PLACEMENT. CONCRETE MIX DESIGN SHALL INCLUDE WITHIN ANY EXCAVATED AREA. ALL STRENGTH DATA NECESSARY TO 5HOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS FOR EITHER THE TRIAL CRUSHED 5TONE BASE a. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY EXCAVATION RESTRAINT 16. BATCH OR FIELD EXPERIENCE METHOD.CONCRETE MAT ON GROUND SHALL BE POURED TO THE THICKNESS SHOWN ON THE DRAWINGS ON VAPOR COMPACTED SOIL- 11900 Oregon Road REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. IF A 5HEETING OR BRACING BARRIER, ! �T SYSTEM 15 TO BE UTILIZED,THE DETAILS Df A SHOP DRAWINGS AND SUBMITTED FOR 11. VAPOR BARRIER SHALL BE POLYETHYLENE PLASTIC HAVIN6 A MINIMUM THICKNESS Or b MILS(.008},FREE OF 'l..'�utchogue y l�lY REVIEW AND APPROVAL BY THE ARCHITECT BEFORE COMMENCEMENT OF WORK. PINHOLES AND OTHER BLEMISHES AND SHALL BE INSTALLED OVER COMPACTED POROUS FILLING ACCORDANCE WITH MANUFACTURERS REQUIRCMCNT5. ALL JOINTS SHALL BE LAPPED 12" AND TAPED TYF'I GAL 5L�4B DETAIL 10. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SUBORADE CONDITIONS PRIOR It. PROVIDE 6" THICK LAYER OF POROU5 PILL BENEATH ALL SLABS ON GRAD.COMPACT(IF REOUIRED) FILL TO TO START OF WORK. THESE DRAWINGS DISCOUNT UNDERGROUND WATER CONDITIONS 15%OF MAXIMUM DENSITY IN CONFORMANCE TO ASTM DI557-66T. MATERIAL SHALL CONSIST OF HARD,DURABLE (PER REQUC5T OF OWNERS),UPON COMPLETION OF EXCAVATION. PARTICLES,FREE OF ORGANIC MATTER,RUBBLE AND ALL DELETERIOUS SUBSTANCES MAXIMUM PARTICLE "SIZE ' ^I I"' = I"-©"" E3LO 5 FOUNDATION SHALL BE 2% 10%TO 60%BY WEIGHT RETAINED ON THE #10 51EVE,LE55 THAN 4096 BY WEIGHT PA55INCG THE FOUNDATION NOTES No.60 SIEVE,AND NOT MORE THAN 10%WEIGHT PASSING THE, No.200 SIEVE. PLAN }�I � DETAILS Ic A �j. MAXIMUM OUTSIDE DIAMETER OF PIPE OR CONDUIT PLACED IN SLABS ON GROUND SHALL BE LIMITED TO 1. ALL FOOTINGS ARE TO REST ON SOIL HAVING A MIN.SAFE BEARING CAPACITY OF.2 TONS PER SQUARE FOOT ONE-THIRD THE THIG01:55 OF THE SLAB. THE MINIMUM CONCRETE COVER TOP AND BOTTOM SHALL BE 2. ISOLATED FOOTIN55 SHALL BE LOWERED OR RAISED,AND PIERS SHALL BE ADDED,REDUCED OR INCREASED IN ONE-THIRD THE THICKNESS OF THE SLAB. HEIGHT,ALL AS APPROVED BY THE EN5INEER,WHERE THE, SPECIFIED BEARING CAPACITY 15 FOUND AT A LOWER 20. PROVIDE SHOP DRAWINGS SHOWINS REINFORCEMENT d INSERTS. OR HIGHER ELEVATION THAN 5HOWN ON THE PLANS_ 3. BACKFILLING AGAINST FOUNDATION WALLS SHALL NOT BE, DONE UNTIL CONCRITE HAS ATTAINED SUFFICIENT �� t�0 STRENGTH AND WALLS ARE PROPERLY SHORED OR BRACED. PATS 4. EDGES OF FOOTINGS SHALL NOT BE PLACED AT A GREATER THAN I(VERTICAL) TO 2(HORIZONTAL) SLOPE WITH RESPECT TO ANY ADJACENT FOOTIN55. A5 NOTED 5. THE CONTRACTOR SHALL SAFEGUARD AND PROTECT ALL EXCAVATIONS.6. THE DE510N OF THE FOUNDATION 15 BASED ON SOIL INVESTIGATION. SCALE 2 OF 4 c wx�Y .\/5 GH�GK,EC7 E'3Y DD M ri DiGiovanni & I! P 4,1 INTE7D VIE-TAL PANEL5 PAINTED METAL S­IDIN55 Associates x b'-O" FENI�Altl MOUN7E0 METAL 5,71UDS, O'r_R METAL, S.0 y 0 7IN!5H R-13 BATT. N5ULr4 &A' ',/. BULB LED r!X'i`UR'E a 1611 O/c with tAOTION ON C o Architects I a,7_N5OR OPERATION. rll METAL PANELS 9 lN7ERjOR 710 k- (,ORRIDOR SIDE) TO 311 10'-0" AFF PROVIDE Ell�RGLAR BAR5 it P ew C.C, T 1 0 "L.0 ABOVE (T 26 Preston avenue sea cliff, ny 11579 II (516) 671 - 3624 N fax(516) 759-7138 �j _ I ill II'. .I; II i II! ; !I ! 1 Olt -Olt T: 1a_I 10 HALL T'rFE5 4t ruts L it A < Ii III it it j t COMBINATION LED IEXI T/ YORK -.4Z li J EMER ENCY Ll,,--,HT H7*111 PAT7_LRY SACX I,`F Et-t"Ex 3Z7 E M(IL x ISSUE D T 1 L 7 _ 1z I r III it C2), II d OLA55 VISION PANEL -----------------7F LIC+T W BATTERY II I F BACKUP(TYP) lo O 7*�FE A 5 t Intl 1 l I! li I I i I !i ` I!i l 0fR T"ittilitill"'FE5 \,A NT5 T) 01 0 01 (D (D oil 0 1601-01, ROOF- r,0N57RU(,TI0N: METAL 5TANDIN6, SEAM ROOFING ON 5" x 5" RAKE ANOLE5 OVER 7" FURLIN5 6 FIRST FLOOR PLAN 5'-0" O.C. ATTACHED TO 3_1" x 2" x Q oo POSTS a 5'-0' G/C A EV I�LC>I N C 5 11-011 BUIOLAR BARS a bil 0& (Typ EXTERIOR HALL (QN5TRUrTIQN: from To PARTITION PANELS TO METAL 5101140- OVER 3 x.2" 16 op 6 .24' CEILING) ACM5TIC TILE CEILING IN Of(, with 5� BATT INSULATION and SUSPENSION SYSTEM with R-35 BATT ONILVALUM PANEL INTERIOR TO 10'-0" off INSULATION (TYFI) INTERIOR PARTITION CON5TRUCTION: (5ALALVM PANELS OVER 3" x 5" ANCSLE5 a 2'-6' 0/(, with TO 10'-0" off 12 r-OUNPATION GQN5TRXTION: 5" FOUNDATION KALL5 with #4 BARS, a 12" o,'(, eN ON 1'-4" 4 4 CONCRETE FOOTING WITH (3) #5 5 bottom TO 4'l MIN. BELOW GRADE 4 6" CONCRETE SLAB KI 2.1 x 21 MM ON MIL. VAPOR BARRIER j TO PLATE EL. +12'-0' - - -- - - - - T_ fZ 13 V 1 5 1 0 N 5 THEM PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. tY CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD PIT AND QUANTITY OF WORK.NO ALLOKW2 SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR p �} i NE6LE(T ON HIS PART. Unit 2 Go TO 15t FLOOR SLAB • DATUM EL. +0'-0" Mini Storage E.�I FEI I IEI I E.El I IE I F�I I I IE�l I 1=1 I 1=1 I F9 I I IE�i I F� IEI I IEI I IEI I FEI I F�El I 1=1 I 1=1 I 1=1 I 1=1 I I II ORADE Type I Interior roll vp -22 gauge corrugated galvanized steel with slide lock,padlock provisions ad two lift I IE1 I IEEI I M I I handles. Polypr"Iene wccr strip, lb qm9e, galvanized cyide% 12 gouge support bra(kets and spring ten5ioner with extruded aluirkm bottom bar and weatherstrippling.(color as E'elccted)) 11900 Oregon Road Tylpe 2 - Provide levered hardwore - entry with "onl�inside always unlocked. 6" CONCRETE 2" RIGID INSULATION Cutchogue , NY SLAB (4,000 PSI) (T*YFI) Type 3 - Insulated exterior roll up -22 gauge corrugated galvanized steel with slide lock,padlock provistlons, and two Ill'tIII—I III— handles. Polypropylene wecr strip, V5 gauge galvanized cylde5, 12 gouge support brackets and spring tensloner with N%Ll 16, —IIIMI,I extruded alwilnum bottom bar and Heatherstrippling.(color as selected)) 5JILDING 5 FLAN5 DETAIL5 D 0 0 R 5 G H E D U L E TAG DOOR SIZE THK 0 0 0 R FRAME SADDLE HONK STOP RATING REMARK-, BUIULDINO SECTION _77IFFMAT'L - DOOR A-2 1 011-011 X qll_O I B MTL 3 INSULATED ROLL-UP BUILDINS 3 1/4" 1 -0' —DATE rm2 2 'I-O" x 6-0I I 5 MTL. --- I INTERIOR, ROLL-UP 5 3'-0" x 11-01 A WEI 7��t i 2 i i A$ NOTED 13 14 5 C,A L E 3 OF 4 MAAN B'1' JVE3 FECKED sle DD ...............— CIE METAL ROOFING (TYPJ 5 4-N DiGiovanni & —74 L2 I A/ 1,NE4,THER VANE (7�F.,� Associates 4'-0" X 4'-0" �NINPON AS 51ZILE-�"T:D X, IN METAL FRAME q II (TYF. ALL Architects METAL 57ANDINO 5EAYI VI ROOF IN,02 (7'(P) 26 preston avenue sea c ny I I I i ' I 1 i i I ! � I j I � 1 I i I I I ( i I j I I j � I ' i ( I I ! ( I I I ( I i I I � I ! -. -I---i-. --_ 1 I I i it (516) 671 - 3624 T fax(516) 759-7138 P III Lj LL L-1 1-, J-J "I J] -4 TO P i L ET ............. ....... 1 ATE EL, +12-0" T I TTr-j I-TT,--T I IT 7111- I'J"j-1-11-77 T -T I 1 I I — i�li i i ; I Ijllj I �'If I i I � II Ii � I ~I _ o '� •\�� rn I"IFTAI LEADERS 4 ARK I. t 1zi GUTTERS (TYFJ II II I III I IIIHII Ili To Is; FLOOR DATUM EL +0'-0" METAL ROLL UP DOOR-5 HALL PA,' LI- Iv'E-IAL SIDING FIXTURES f Ty 50t)TH E Jam.E\/ATION A-5 1/611 III-Oil METAL ROOFING (T"I") e 14 J 12 12 HEATHER VANE (TYP.) 12 41-0" X 41-011 HINDOH 71 -- Ar�� Q 1.2 A5 5ELE(TED � IN METAL rR*lt 16 METAL STANDING 5EAM 81 ILL IDE St ROOFING(TYP-) C ---------- ------- -0" 1-11-TURR �111 1,11 -11-11131ju I U J TO PLATE F 412 Z Ell fa METAL LEADERS 4 z_— OUTTER5 (TYP.) �E TO Ist FLOOR Egli DATUM EL. +0'-0" META, POLL UP DOORS -7: HALL PACK LIO-HT METAL 51DINS (TYF) (TYP.) FIXTURE-5 (TYP) NORTH ELEVATION R r- V 1 5 1 0 N 5 THESE PLANS ARE AN INSTRIJ!"IlENT OF 5ER'ACE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS KILL BE METAL ROOFING(TYP) METAL ROOFING{TYP) FR055ZED, HEATHER VAN[ (TYP,) HEATHER VANE (TYF) I CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND 4'-0" X 4'-0" HINDOA 4'-0" X 4'-G" V41NOON DIMEN51ft AND SHALL BE RE5F0N5IeLE FOR FIELD FIT AS SELECTED L2 A55ELECTED 12 IN METAL FRAME AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE IN METAL FRAME ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR (TYP, ALL SIDES) NEGLECT ON HIS PART. O.H. 'I O.H. O.H. O.H. LED HAILL- T_ METAL SIDING (TYP) LED HALL METAL DIN5 (TYP) PACK LIGHTING PACK LIGHTING I �`-`~-�.. l� �o FIXTURE (TYP) FIXTURE (TYF) 4 12 4 12 700LATE TO PLATE 11900 Oregon Road LL. + -OII Cutchogue , NY TO Ist FLOOR TO Ist FLOOR DATUM DATUM 5ULDIN6 5 IM! ! !1 11 1 1 I ELEVATIoN5 EAST ELEVATION NEST ELEVATION P A T r: Am3 A-5 I/all 11-011 AS, NOTED 5 C. A L E 4 OF 4 MAAN B-,r JV5 r4r-- a Br 00 DAA E3 ® 0 ri DiGiovanni & 4'-0" 4'-0" 4'-0" 4'-0" I'-0" x b'-O" PENDANT MOUNTED 4'-0" 4'-0" (AP) (AP) (AP) (TYP)f (2) BULB LED FIXTURE @ 16' 0/0 with MOTION t(TYP) (TYP)- Associates SENSOR OPERATION. Architects O O O O O O O O O O O O O O O O SMOKE TIGHT 26 preston avenue JOINTS (AP) sea cliff, ny 11579 6 671 - 3624 fax(516) 759-7138 cli 3 HOUR RATED RATED FIRE \\� FIRE CAULK GONT (TYP EACH Iq-I10 WALL (TY O— I 51DE R�o�srF METAL ROOFING PANELS Op,Vipq RC1 b"20 GA TRACK V4/2" FLANGE c, "r + 5 S ,_ _ COMBINATION LED EXIT/ ba%20 GA METAL 5TUD5 m Ib" EMERGENCY LIGHT with 9 BATTO O O © © O O © © O O © © O O O BATTERY BACK UP 2 ROW5 b Ib GA METAL TRACK " 'Yoa►c -/ EL 12'-0" with 3" FLANGE EM/EX 16'-O" O.G. EM/EX o O � LT = I O JEM/EX EM/EX� 5 (AP>) EM/EX� LT O o 6"20 GA METAL STUDS ® Ib" IOP 1 LT LT LT � IOP o/c, 15 5 1J E D 3 LAYERSg" TYPE X GYP BD - ALTERNAO O O © © O O © © O O © © O O O 5TAGGERTJO HORIZON5 TAPE aI,aERT. SPACKLE BETWEEN LAYERS FIRE CAULK GONT (TYP EACH b"20 GA TRACK K/2" FLANGE 51DE 3 HOUR RATED RATED FIRE WALL (AP) 1 5LAB C'N SMOKE TIGHT JOINTS BTYP) „ --� , FIRE WALL DETAIL O O O O O O II O O O O O O O O O A UL DES1614 V 435 OF OF It OF FIRE WALL FIRE WALL FIRE WALL SEPARATE ROOF SEPARATE ROOF SEPARATE ROOF SEPARATE ROOF SEPARATE ROOF 4 SEPARATE ROOF FRAMING AP FRAMING TYP FRAMING (TYP)I60'-0"RAMING TYP FRAMING TYP FRAMING AP FIRST FLOOR PLAN A-2 BUILDING 3 6" METAL 5TV05 ® 16" N FAINTED METAL PAINTED METALMET PANELS - 0/G W/3 LAYERS OF 5/8" APE OVER METAL STUDS GALV. � "X" GYP. BD. EACH 51DE EXTERIOR WALL CON5TRUGTION: ROOF GON5TRllG-ION: ON OVER METAL STUDS W/ I 51DE ONLY FINISH PROVIDE GALVALUM PANELS METAL SIDING OVER 5�" x 2" 16 o @ 24" METAL STANDING 5EAN ROOFING ON 3" x S ( METAL PANELS @ INTERIOR TO ! TO 10'-0" AFF (TYP) i 9 3" RAKE ANGLES OVER "Z" PURLINS @ CORRIDOR 510E) TO 10-0 10'-O" AFF O/C with 3 2 BATT INSULATION and PROVIDE BURGLAR BARS - GALVALUM PANEL INTERIOR TO 10'-0" off 5'-0" O.G. ATTACHED TO 3�" x2" x 12 go -- @ a" O.G. TO GLG ABOVE 3 HOUR RATED P05T5 @ 5'-0" o/c O 0 O UL DE51ON #U435 FOUNDATION If ON5TRUCT10N: a" FOUNDATION WALL5 with #4 BAR5 @ 12" o% ew ON I'-4" INTERIOR PARTITON CONSTRUCTION: WALL TYPES CONCRETE FOOTINGS wITH (3) #5 B bottom TO 4'-0" MIN. GALALLIM PANELS OVER 3" x 3" ANGLES a 2'-6" 3 BELOW GRADE d 6" CONCRETE SLAB W/2.q x 2.q WWM ON 0/G TO 10'-0" off (5EE WALL APES - TYP) ACOUSTIC TILE CEILING IN NT5 6# MIL. VAPOR BARRIER SUSPENSION SYSTEM with R-35 BATT INSULATION(AP) FULL HT 3 HOUR RATED FULL HT 3 HOUR RATED WALL BEYOND (TYP) WALL BEYOND(AP) BU6LAR BAR5 ® 8" o% (AP 12 1.2 from TO PARTITION PANELS TO CEILING) 4 SMOKE TIGHT 4 JOINT ® FIRE � GLA55 WALL (TYP) \ V15IONPANEL \ REVISIONS THESE PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE TO PLATE EL. +12'-O" PROPERTY OF THE ARCHITECT.INFRI%EMENT5 NULL BE TYPE A TYPE B TYPE G PRosEwrl:D. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND n DIMEN51ON5 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 DOOR TYPES NTS p O o o _-- AUG 2 42�`o -' Unit 2 Go o v Hardwara/Door Note5: MOKE TIGH = MOKE TIG r-77,74 7Ts`a T37:1 7. Mini Storage JOINT @ FIR �'C `Te i a� . Type I - Interior roll up -22 gauge corrugated galvanized steel with slide lock,padlock provisions and two lift WALLA JOINT @ FI handles. Polypropylene wear strip, IS gauge galvanized guides, 12 gauge support brackets and spring tmioner with LL TYP extruded aluminum bottom bar and weatherstripping.(color as selected)) TO Ist FLOOR SLAB 11900 Oregon Road Type 2 - Provide levered hardware - entry with key only, inside always unlocked. DATUM EL. +O'-O" — T e 3 - Insulated exterior roll u -22 gouge corrugated galvanized steel with slide lock,padlock provisions and two lift I - 111=1 i-11I--111=1I-lI CUtChOgUe , NY P 9 9 9 9 P Pr I— _ I_ - — - - — - - - - - - — - — — - - — - — - - - - -!--__--__—_-- -_ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ = = = = -1 = - = = - - -y= = — - - - — yP - - - - - - - - - - - - - - - - - - - - - - - - - - - - =1 1=I =11=11 III=1 f 11=III=III=11=1 I I I I I I I I - II III III II I I II III II I II III III_III_III_III_III_ _ - - - - - - - - - RA- - r with - - - r'n n ' w t - � none - iv n' glides, e support brackets and to _ J _ II I III I I_I I I_I II I handles. Polypropylene wear strip, IS gaugega galvanized PP spring - - - - - - - - - =i= _ III=III=III=III=111�I=III :: III=III=I II=III-I_I_III_III_III_I II_III-III=III=III=111_I II_III_I11=I II=I II=III-III=I II=I II_III_I II_II I=I II=III=III=III_I II_III_II1=II I=III=III_III_I II_I11=III=III=III-III_III_III_III_III_III_III_I11=III=III=III-III= _ _ _ - _ - _ _ - _ _ _ - - u - extruded aluminum bottom bar and weotherstri (color as selected)) - - -III III-II III-III=III-III = III-III-III- PP"g• I�I I-III-I I 1=1 III-- I=1 I I 111=1 I1=1 I 1=1 1I- Type 4 - Provide levered hardware - inside always unlocked. =III III-II III-III-III-1 6" CONCRETE 2" RIGID INSULATION =1 I=III Il hfl III-III-I �ll I LD I NC 3 I=1 I I=1 I I �•" II I I=I I=1 11=1 I =11 =I I I-I11=1I1=1 SLAB (4p00 P51) (TYP) I1=1I -III III-I III-III=11 III-I _ III= -III -1�1= =11=1�1=111 Ell - PUNS $ DETAILS -I I I=1-1 11=I I D O O R S G H E D U L E TAG DOOR 51ZE THK POO FRAME SADDLE STOP RATING REMARKS A AT'L DOOR &/11/20 q'-OX -OI B MTL --- 3 INSULATED ROLL-UP ATE .2 8'-0" x 5'-0" B MTL. --- I INTERIOIR ROLL-UP B•VILDI O SE�TIV I 10� 46 3 1 3'-0" x "i'-O" --- A MTL. --- -- 2 _ 4 5'-6" X q"-0" --- B MTL --- -- 3 INSULATED ROLL-UP A 2 BUILDING 5 1/4" = IN-oil A5 NOTED 5 3'-0" x 71'-0" 1 3/4" A HM HM ALUM. 4 3 HOUR FP50 A LABEL UL IOA SCALE 3 OF 4 b 5'-0" X a,-O" --- B MTL --- -- I INTERIOIR ROLL-UP DRANK BY JVB CHECKED BY DD Yr An n El E 7 F-1%A DAA U I T Ni NC) !F L �; Ii i�T AT DiGiovanni & j4r.i 1 0 R A G FOLLO`.`.''i!Ci !P'' f .. . Associates FOR 'IF&,17,7`:J Architects UIL .}. I,NS`'�L.AT1C'N't DING 4. Fl.N!,,L "" 26 preston avenue sea cliff, n 11579 ALL CO yi'fiLIC T ;'r;^,!;. 1`,':_ET THE Y IN R1MUREJMI�_ a T s C TI-irE C00'S OL'PJE W (516) 671 3624 1 -'L900 01"egon 111f3%LoaC'RYORK STATE. NCT RESFON�IEI.E FOR fax(516) 759-7138 Cutchoaue,90 V* Ir New "`\7 DESIGN OR CONSTRUCTION ERRORS. Iq-IIo , BED A I \lbO COX L-,ANE _ Z--- C�`'`v^;PL`t WITH ALL CODES Or — ----- — NEW YC?RK STATE & TOWN CODES . AS EtEOUIRED AND CONDITIONS OF n rIB169 JF NEWS•.' ,,-,11JLu UAll ZBA �' �nn _,_.✓ SOUTHOLD TOWN PLANNING BOARD I S S 1) E D 2 LAND NIP OF XANNE M.&RAGE ♦� IgOV-005-05-004.5 LgIJp NIP OF NORTH FORK REGYGLIN&INC. S _D TOWN TRUSTEES (COMMERCIAL SITE-NULL WATERI /O1'�0-065-03-004.7 (COMMERCIAL 517W NJ`'.a.DEC a It O &CHAIN LINK FENCE �\ n'P n °?� 5 4?°OI'00" E 331.86 PROP.6'FENCE 5 46°24'S0" E 4?3.Iq' o WiTH 4, �_ _� DO NOT PROCEED 6'PVCi FENCE 4 " FRAMING UNTIL SURVEY t3' t, r x x x x A t .i '. a OF FOUN0ATI "I '_")CATION / I ry 4'CI4AIN NK FNC. ; F r,r .... '01ED. \ Z LI r P �nn _ a GATE X % 7f ,(A x \ \ pi �.J:....I Ite i3L' '-'fit J Z J Q \ \ tu C' T EXISTING SO& a �O W \r V WATER SEP" 'Q 3 x Ig5.00' J!.10 z ./°w�••.^ ♦ N p EXISTING ( I I / \ / P I STORY FRAME \ ! 1!"f l"'6 rl RUNOFF \ S .Ilaoo x N BUILDING2 _j c.f - E DWELLING [�' 9 A 4 n ~ F.F.EL.aas v x PROPOSED II STORY PROPOSED I STORY I / \ Y ,✓E+ 6d I � � RETAIN STOR����YATtR �..�; S. IT � CHAPTER 236 �v 3 $ MINI 5T0RA5E BUILDING $ MINI 5TORAGE BUILDING I / \ t` " s �e,El PURSUANT TO b, 16A. GATE 11,550 sf (dry buiidin ) 11,880 5F (d bulldinq) I � �- �,. ,!a CODE. ..tt' 5m: ToWN i\ q SLATE GONG WALK °"J Occ 5-I,Gonst Glass 5b - F el = 5"f.5 Occ Op 5-I,Const Glass 5b - fF el = 5"1.5 \ \ ♦Abs,- 0 OF THE &ARA6E FILE UNDER 5EPARA7E APPLICATION FILED UNDER SEPARATE APPLICATION \ n PAno �v CONVERSION to X \ / I O' 6b' 16.0 OFFICE GlpsroRY 'OFIL ED LNDECR 5EPARATE 3 vry 0 �Ib' 16A % gO.S• APPLICATION X \\ LY W PROP.WATER SERVICE ►NALK Fa LINE OF 3 HOUR RATED 14 PROP. x FIRE WALL(rYP) \ m4) KEYPA Q115PACE5 �' U I b .00' -200.00, 1 r 7 \ \ \ \ xN \ �'� G V PROP05ED SIGN ASPHALT DRIVEWAY ff rn \\\\\� I I / \ �sr �� "' n�j`O \u �� 6' F m IL NG 3 PROP015EED 1 STORY I -j / \ \ �'" • Q '�'� �O V ICI Q PROP05�D I STORY b MINI STORAGE BUILDING �� ��� x>.ro ® PROP. �$ INI 5TOR GE BUILDING p \ �� !R 12,000 sF (d buildin \ rn0 3 PROP.P05T 4 RAIL FENCE KEYPAD ab00 sF ( ry building) �o OGG Op 5-1,Const Glass 2b F e; X X x X x c Gp 5-1,Const Glass s"ti FILED UNDER SEPARATE APPLICATION �6O j GATE ry \ FF ell - 5 \ Q40 ENO Q ANDSCAPE \ v AREA \ / e iY v \ F N n r _ 0 5UILnING 5 E3UILDIL� b J I ° m _ PROP,SCREEN PLANTINGS MINI PROP05ED I STORY AROP'(75ED I STORY \ MINI 5TORAGE BUILDING $ MINI 5TORA6E BUILDING I / * 9 $ 12,000 sF (dry building) $ --..Occ SI12,,000 t (dry 2bdinq) el = 5'1.5 4 n Q °Z i N 4 °03' O" 233.52' PROP.b'FENCE w o OGG Op S-I,Const Glass 2b - F el = 5?.5 G�pp FF / LL$d o S FILED UNDER 5EPARATE APPLICATION FILED UNDER SEPARATE APPLICATION I� \ �l \ Ph BLOCK RET.WALL \\3 Z dl CONGRE POTATO EARN ID I .p LAND NIP OF NCIF FARMS LLG ;� \ LY (COMMERCIAL 517W Z zLIM O O PROP.6'FENCE v N 4600300" W GRAVEL DRIVE 560.8G1' SITE PLAN R E V 15 I O N S 5P- 1" = 40' THESE PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT,INFRIV7EMENT5 WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND DIMENSIONS AND 5HALL BE RESPONSIBLE FOR FIELD FIT BUILDINO CODE ANALYSIS AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. Chapter 3 - Use s Occupancy Classification Chapter 10 - Means of Egress 511 Storage Group 5 Table Maximum Floor Area Allowance per Occupant 311 2 Moderate Hazard Storage Group 5-1 1004.5 500 sf/occupant - Warehouse Table Egress width Unit 2 Go Chapter 5 - General Building Height 4 Areas 1005 02"/occ r upant - 3'-O" door, = I80 occupants 503 General Height 8 Area limitations Actual persons per 3'-O" door = 10 Table Allowable height d building areas 10 < 150 Therefore OK CO XS LANE Mini Storage 505 Type 2B = 1-7,500 sf and 3 storiesc Table Spaces with one mean of egress MULBERRY Actual Max building area = ci000 sf and I sty 1006 Occupancy group 5 = 2q occupants maximum 11,600 < 11,500 - Therefore OK Actual occupants = 20 a Therefore I means of egress required - 2 provided �0 11900 Oregon Road Chapter 6 - Types of Construction Table Travel Distance 002 PROJECT LOCATION Q g 6022 Type 1 4 11 - Non-Combustible 1001-.2 200' max travel distance without a sprinkler system Table 6 s Cutchogue NY TUTHILL 01 Fire Resistance Ratings o 9 Actual max travel distance = 80, Therefore OK 0� w ROAD Type 115 - 0 hour rating for all components Table Dead ends - 20' maximum if more than one exit is o u Table 602 Fire Resistance rating for exterior walls based on fire seporotio 1020.4 required distance No Dead Ends Corridors, Therefore OK W w �Q Type IIB construction greater than 30 separation 2 CIOIv�ERCE KEY MAP SITE P��I �= 0 hour rating required for 5-1 occupancy nta 5-2'-0" minimum separation provided, Therefore OK r�DEPOT LANE "'I LD I y, II�G 5 1 r Chapter 'I - Fire Resistance Rated Construction � -705 Exterior walls - t -705.5 Allowable area of openings shall not exceed values per table -705.5 - 50'-0" + separation = no limit 8/II120 Chapter q - Fire Protections 5Ly5tems q03 Sprinkler Systems D A T E r , �J ` . g032.q Group 5-I Required if fire area exceeds 12,0005f A5 NOTED 2,400 fire area < L2,000, Therefore OK - NO sprinkler System s C.A L E I OF 4 required DRAWN BY J V U • CHECKED BY DD 160'-0" LL))/A A ® � DiGiovanni �17 Associate s " Architects I II II II I 3 I I I I I I LINE OF ASPHALT PAVING (PITCH AS 5HOWN) 26 reston avenue A-I I I I I I I I sea cliff, ny 11579 LINE OF FIRE �+ bxb W2.q x W2.q W.W.F. I I I 24 WALL ABOVE (TYP) I I I ( fax65 6 75967 38 ASPHALT PAVIN II II II I x x x x I II II II I o - N I I I I I I A I I T.O. WALL ° Iq-IIO �ERED I III III IIII IIII I II �o d° 2" RIGID IN5UL. aG� D/�0 A�,?#4 BARS ® 12" O.G. TYPICAL SLAB ON GRADE GON5T: EAH WAY/ EACH FACE b" - 4,000 PSI STONE CONCRETE C y/ �� I I WITH bxb W 2.gx2.q W.W.F. I I I I I o b 4 0 '���� o I I I TOP OF 5LA5 DATUM ELEV=O'-O" I I I I I ° > NEW (SEE DETAIL) I I I I I � a (3) #5 BARS Z6 cn • CONT. (TYP) I S 511E D I II II II I I'-4" MIN. I II II II I I II II II I I II II II I I II II II I I II II II I 2 II II II I SECTION EXTERIOR WALL A-I II II II I A-I I II II II 3 I I II II II A_1 I I II II II I I II II II I I II II II I I II II II I I I/2" SLAB RECESS® 0. . DOORS(SEE PLAN - TYP.) T.0.5LA5 EL. +0'-0" I60'-0" LINE OF ASPHALTSHO PAVING(PITCH A5 WN) bxb W2.q x W2.q W.W.F. Q PITG ASPHALT PAVING rL FOIUNDAT I ON FLAN - T.O. WALL A-I BUIILDING 3 I/8" = I'-O" . z � .FACE GENERAL NOTES GONGRETE NOTES 5PEGIA_ IN5PEGTION5 4" I. ALL WORK PERTAINING TO 5HEETIN5,BRACING,SUPPORT OF ADJOINING LOTS AND SIDEWALK5, I. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CONCRETE INSTITUTE (ACI) 318 2011. I. PRIOR TO BEGINNING ANY WORK,THE OWNER SHALL RETAIN SERVICES SERVICES OF ACCEPTABLE LICENSED ° PLACEMENT OF FOUNDATION CONCRETE ON 50IL SUBGRADE 15 SUBJECT TO SPECIAL INSPECTION P;dOFE5510NAL ENGINEER TO PROVIDE INSPECTIONS DURING CONSTRUCTION. THE INSPECTOR SHALL BE QUALIFIED 2. ALL CONCRETE,EXCEPT A5 SPECIFICALLY NOTED ON PLANS,SHALL BE LIGHT WEIGHT OR STONE CONCRETE ENGINEER OF RECORD TO PERFORM SPECIAL INSPECTIONS A5 REQUIRED BY NY5 BG. DESIGN FOR SHEETING d BRACING SHALL BE DONE BY ENGINEER IN CHARGE OF SPECIAL AND APPROVED BY EN HAVINGAN ULTIMATE COMPRESSIVE STRENG TH AS LISTED BELOW: °� ° ° (3) #5 BARS INSPECTION d PAID BY THE CONTRACTOR. QALIFICATION5 SHALL INCLUDE A PROFE55IONAL LIABILITY INSURANCE COVERAGE OF I MILLION DOLLARS AND A z • • MNIMUM PROVEN EXPERIENCE OF 5 YEARS WITH SIMILAR WORK. cn CONT. (TYP) -FOOTINGS,FOUNDATION PIERS,FOUNDATION MAT. 4000 P51 NORMAL WEIGHT -- 2. PROPER NOTICES SHALL BE GIVEN FOR PERFORMANCE OF THE SPECIAL INSPECTIONS IN -BUTTRESSED AND FOUNDATION WALLS 4000 P51 NORMAL WEIGHT ACCORDANCE WITH THE REOUIREMENr5 OF THE NY5 BUILDING CODE: "BEFORE ANY WORK IS -SLAB ON&ROUND 4000 P51 NORMAL WEIGHT 2• EFECIAL INSPECTION SERVICES SHALL BE PROVIDED OUT NOT LIMITED TO: I'-4" MIN. COMMENCED ON AN ITEM OF CONSTRICTION REQUIRING SPECIAL INSPECTION,ALL PERSONS A. CONCRETE CAST-IN-PLACE BC 1104.4 RESPONSIBLE FOR SUCH SPECIAL INSPECTION SHALL BE NOTIFIED IN WRITING AT LEAST 12 3, REINFORCING FOR REINFORCED CONCRETE ELEMENTS,UNLESS OTHERWISE 5HOWN OR SPECIFIED,SHALL BE B. 501L - 51TE PREPARATION BC 1104.1.1 HOURS PRIOR TO SUCH COMMENCEMENT." DEFORMED IN ACCORDANCE WITH A5TM-A615,GRADE 60 AND SHALL HAVE A MINIMUM YIELD POINT OF 60,000 C. SOIL - INVE5TIGATION5(BORING/TEST PITS) BC 1104.1.4 PSI. D. STRUCTURAL SAFETY AND STRUCTURAL STABILITY BC 1104.Ig 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 A5TM-A615, E. CONCRETE TEST CYLINDERS. BC Ig05.6 //�� ACCORDANCE WITH THE NY5 BUILDING CODE: "NO FOUNDATION OF EARTHWORK PERMIT SHALL BE GRADE 40 AND SHALL HAVE A MINIMUM YIELD POINT OF 40,000 PSI. F. CONCRETE DE51ON MIX BC Ig05.3 SECTION �y ROL LUF DOOR 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, INSPECTIONS ARE 3 APPLICATION SHALL HAVE BEEN GIVEN BY THE APPLICANT TO THE OWNERS OF ALL ADJOINING 5. WELDED WIRE FABRIC SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF 1Op00 P51. N°EDED AND WHETHER HE OR SHE SHOULD INSPECT THE 51TE PER50NALLY OR SEND A PERSON UNDER H15 OR HER LOTS, BUILDINGS AND SERVICE FACILITIES WHICH MAY BE AFFECTED BY THE PROPOSED 6. MINIMUM REINFORCEMENT PROTECTION,UNLE55 OTHERWISE SHOWN,SHALL BE 3/4" FOR SLABS AND INTERIOR DIRECT SUPERVISION. FOUNDATION N10RK OR EARTHWORK OPERATIONS." FACES OF WALLS, 1-1/2" FOR BEAMS AND 6IRDER5,2" FOR EXTERIOR FACES OF WALLS,3" FOR FOOTINC75 AND 4. THE SPECIAL INSPECTION ENGINEER,SHALL MAINTAIN A LO6 IN HIS OR HER OFFICE WHICH INCLUDES THE 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. (I, ADDRESS OF THE PREMISES,JOB NUMBER,CONTRACTOR'S NAME AND ADDRESS, ACCORDANCE WITH THE NY5 BUILDING CODE: "AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE 1. ALL 5TRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH IN ONE OPERATION.CONSTRUCTION (I) DATE AND TIME OF EACH INSPECTION INCLUDING 61VEN TO COMM155IONER BEFORE THE COMMENCEMENT OF ANY WORK FOR WHICH A PERMIT HAS JOINTS,SUCH A5 DAYS END POUR JOINTS,SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. MAIN A. NAMES OF PERSONNEL WHO INSPECTED THE SITE,AND BEEN I55UED. REINFORCING SHALL RUN THROUGH THE JOINT. ROUGHEN AND SCARIFY JOINTS TO EXF05E AGGREGATE FOR B. ANY 51GNIFIGANT OBSERVATIONS OR IN5TRUCTION5 GIVEN RELATING TO ANY OF THE FOLLOWING: CHEMICAL BOND.NET THOROUGHLY AND SLUSH JOINT WITH 1:2 MORTAR, I/2"THICK,NOT MORE THAN 5 MINUTES 1) DEVIATIONS FROM THE CONTRACT DOCUMENTS. 5. ALL WORK PERFORMED IN CONNECTION WITH 5HEETIN6,BRACIN(5,EXCAVATION SHALL ADHERE TO BEFORE FRESH CONCRETE 15 POURED AGAINST SURFACE. 2) ANTICIPATED FIELD CONDITIONS; THE APPLICABLE PROV15IONS OF THE NEW YORK STATE BUILDING CODE,REGULATION5 OF THE 3) PROPER EXECUTION OF THE WORK; R E V 1 5 1 O N 5 NEW YORK STATE DEPARTMENT OF LABOR AND OSHA. b. ALL OPENINGS IN FOUNDATION WALLS,UNLESS OTHERWISE SHOWN,SHALL HAVE (2) #6 BARS ADDITIONAL ON ALL 4) GOOD ENGINEERING PRACTICE; SIDES AND SHALL EXTEND 2'-b" BEYOND EDGE5 OF OPENINGS. 5) SAFE JOB-51TE CONDITIONS; (b. PRIOR TO COMMENCEMENT OF MA55 EXCAVATION,THE ADJOINING PROPERTIES,AND STREETS 6) PRECAUTIONS TAKEN TO MAINTAIN SAFE CONDITIONS IF WORK 15 STOPPED FOR ANY THESE PLANS ARE AN INSTRUMENT OF 5ERVICE AND ARE THE SHALL BE V15UALLY 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 NULL 13E MONITORING POINTS TO BE MEASURED DURING CONSTRUCTION FOR THE FURP05ES OF SLEEVES,OPENINGS, INSERTS,ETC. A5 REQUIRED FOR A CONCRETE JOB. LOCATION OF SLEEVES AND OPENINGS (III) THE DATE OF AND PARTICIPANTS IN ANY CONVERSATIONS WITH THE SPECIAL INSPECTION ENGINEER bxb W2.1 x W2A W.W.F (1JON) PRO5EWTED. DETERMINING CONSTRUCTION-RELATED EFFECTS. REPORT W NOT SHOWN ON PLANS IS SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER. WITH PHOTOGRAPHS SHALL BE OCCURRING OFF-SITE AND RELATING TO ANY SIGNIFICANT OBSERVATIONS OR INSTRUCTIONS. 6" SLAB ON GRADE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND PROVIDED TO ARCHITECT IN TRIPLICATE COPIES. A PRECON5TRUCTION DAMAGE CONDITION 10. ALL RE-BAR5 IN SLAB TO BE SUPPORTED BY PLASTIC COATED CHAIRS PER AGI CODE. 5. THE SPECIAL INSPECTION ENGINEER SHALL RETAIN A COPY OF THE DOCUMENTS DESCRIBED ABOVE IN HI5 OR HER SURVEY OF THE ADJOINING PROPER-IE5 SHALL BE MADE IN WRITTEN AND PICTORIAL FORM,AND 11. ALL REINFORCING SHALL BE DETAILED,FABRICATED AND PLACED, IN ACCORDANCE WITH ACI DETAILING MANUAL OFFICE AND SHALL PROVIDE A COPY TO THE CONTRACTOR AND/OR OWNER TO BE KEPT AT THE CONSTRUCTION 4,000 PSI STONE CONCRETE DIMENSIONS AND SHALL BE ALLON51BLE FOR FIELD FIT TWO COPIES SHALL BE FURN15HED TO THE OWNER'S REPRESENTATIVE. x x x x x x x AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE (LATEST EDITION). SITE D ° p D D ON THE BEHALF OF THE GONTRAGTCR FOR ANY ERROR OR 6. THE SPECIAL INSPECTION ENGINEER RESPONSIBLE FOR SPECIAL INSPECTION SHALL REPORT UNSAFE CONDITIONS ° ° ° NEGLECT H HIS PART. 12. ALL REINFORCING SHALL BE SUPPORTED IN FORMS,SPACED WITH NECESSARY ACCESSORIES AND SHALL BE D D ° . D '1. ANY WATER INFLOW INTO THE EXCAVATION SHALL BE CONTROLLED BY SLUMPING OR TO THE DEPARTMENT OF BUILDINGS AND/OR ANY OTHER AFFECTED PARTIES OR AGENCIES ° ° SECURELY WIRED TOGETHER, IN ACCORDANCE WITH GR51 "MANUAL OF STANDARD PRACTICE" (LATEST EDITION). OTHER SUITABLE METHODS. DISPOSAL OF WATER SHALL BE MADE OUT OF THE , i ,, ,'c' EXCAVATED AREA IN ACCORDANCE WITH LOCAL REGULATION. THE ELEVATION OF THE 1. UPON REQUEST OF THE DEPARTMENT OF BUILDINGS,THE SPECIAL INSPECTION ENGINEER SHALL MAKE AVAILABLE ' - '# J i' / ! 15. SLUMP OF CONCRETE SHALL NOT EXCEED 4"UNLESS A HIGH RANGE WATER-REDUCING ADMIXTURE 15 U5EO. THE i t'�WATER LEVELS BEYOND THE LIMITS OF THE PROJECT 5ITE SHALL NOT BE LOWERED DOCUMENTS AND THE LOG DESCRIBED ABOVE FOR REVIEW BY THE DEPARTMENT ORIEVING5 = = I-50 AS TO PREVENT 015TRE55 TO ADJOINING STRUCTURES. SLUMP OF WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 4". THE SLUMP OF CONCRETE CONTAINING A HIGH , ,_, , ,_, , ,_, , ,_„ _, , ,_ ,_, , ,_, , ,= Unit 2 Go RANGE WATER-REDUCING ADMIXTURE SHALL NOT EXCEED b". =III=III=III=III=III III ( I=I =III=III=I b. A COMPETENT REPRESENTATIVE OF THE CONTRACTOR SHALL INSPECT THE 50135RADE 14. CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED.AIR CONTENT SHALL BE BETWEEN 4 AND 8 PERCENT.OF THE EXCAVATION,ANY AND ALL BRACING AND BLOCKING,AT THE COMMENCEMENT 15. COARSE AGGREGATE 51ZE SHALL BE NO.51 OR LARGER.CONTRACTOR SHALL SUBMIT MIX DE51GN5 FOR REVIEW b MIL POLY V.B. Mini Storage OF EACH SHIFT,TO A55URE INTEGRITY,PRIOR TO PERMITTING WORKMEN TO WORK BY THE PROJECT MANAGER WELL IN ADVANCE OF CONCRETE PLACEMENT. CONCRETE MIX DESIGN SHALL INCLUDE WITHIN ANY EXCAVATED AREA. ALL 5TRENGTH DATA NECESSARY TO 5HOW COMPLIANCE WITH THE PROJECT SPECIFICATIONS FOR EITHER THE TRIAL CRUSHED STONE BASE BATCH OR FIELD EXPERIENCE METHOD. COMPACTED 501L q. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY EXCAVATION RESTRAINT 16. CONCRETE MAT ON GROUND SHALL BE POURED TO THE THIGKNE55 5HOWN ON THE DRAWINGS ON VAPOR 11900 Oregon Road REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. IF A SHEETING OR BRACING BARRIER. SYSTEM 15 TO BE UTILIZED,THE DETAILS OF A SHOP DRAWINGS AND SUBMITTED FOR 11. VAPOR BARRIER SHALL BE POLYETHYLENE PLASTIC HAVING A MINIMUM THICKNESS OF b MIL5(.008),FREE OF Cutchogue , NY REVIEW AND APPROVAL BY THE ARCHITECT BEFORE COMMENCEMENT OF WORK. PINHOLES AND OTHER BLEMISHES AND SHALL BE INSTALLED OVER COMPACTED POROUS FILLING ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.ALL JOINTS SHALL BE LAPPED 12" AND TAPED. TYPICAL L A B DETAIL 10. THE CONTRACTOR SHALL BECOME FAMILIAR W UB WITH THE SGRADE CONDITIONS PRIOR I& PROVIDE b" THICK LAYER OF POROUS FILL BENEATH ALL 5LAB5 ON 6ROUND.COMPACT(IF REQUIRED) FILL TO 4 TO START OF WORK. THESE DRAWINGS DISCOUNT UNDERGROUND WATER CONDITIONS q5%OF MAXIMUM DENSITY IN CONFORMANCE TO A57M 0I551-66T. MATERIAL SHALL CONSIST OF HARD,DURABLE A_I ��®� FOUNDATION ��� �I®� (PER REQUEST OF OWNER5).UPON COMPLETION OF EXCAVATION. PARTICLES, FREE OF ORGANIC MATTER,RUBBLE AND ALL DELETERIOUS SUBSTANCES. MAXIMUM PARTICLE 51ZE I" = I'-O" SHALL BE 2", 10% TO 60% BY WEIGHT RETAINED ON THE #10 SIEVE,LE55 THAN 40% BY WEIGHT PA551NG THE PLAN f� FOUNDATION NOTES No.bO SIEVE,AND NOT MORE THAN 10%WEIGHT PA551NG THE No.200 SIEVE. '�I��I `4 �h DETAILS Iq. MAXIMUM OUTSIDE DIAMETER OF PIPE OR CONDUIT PLACED IN SLABS ON GROUND SHALL BE LIMITED TO I. ALL FOOTIN65 ARE TO REST ON 501L HAVING A MIN.SAFE BEARING CAPACITY OF.2 TONS PER 5QUARE FOOT. ONE-THIRD THE THIGKNE55 OF THE SLAB. THE MINIMUM CONCRETE COVER TOP AND BOTTOM SHALL BE 2. 150LATED FOOTINGS SHALL BE LOWERED OR RAISED,AND PIERS SHALL BE ADDED,REDUCED OR INCREASED IN ONE-THIRD THE THICKNESS OF THE SLAB. HEIGHT,ALL AS APPROVED BY THE ENGINEER,WHERE THE SPECIFIED BEARING CAPACITY IS FOUND AT A LOWER 20. PROVIDE SHOP DRAWINGS SHOWING REINFORCEMENT I INSERTS. OR HIGHER ELEVATION THAN 51­101^N ON THE PLANS. 8111110 3, BACKFILLING AGAINST FOUNDATION WALLS SHALL NOT BE DONE UNTIL CONCRETE HAS ATTAINED SUFFICIENT STRENGTH AND WALLS ARE PROPERLY SHORED OR BRACED. DATE 4. EDGE5 OF FOOTINGS SHALL NOT BE PLACED AT A GREATER THAN I(VERTICAL) TO 2 (HORIZONTAL) SLOPE WITH RESPECT TO ANY ADJACENT FOOTINGS. A5 NOTES 5. THE CONTRACTOR SHALL SAFEGUARD AND PROTECT ALL EXCAVATIONS. b. THE DESIGN OF THE FOUNDATION 15 SCALE OF 4 BASED ON 501L INVE5TIGATION. /� DRAM BY v hVU CHECKED BY 00 X DIAA � r T1. DiG ovanni Associates Architects UILDING 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 1 9 Ila fax(516) 759-7138 ureo�onR REGIST,�g , � Op,VfDq O ; oad �. utchotvue, New York O -s' r f Ly I 41� N LAW 11� EANNE M. LAND NIP OF,Cana t04K ef.YGt lN6 lNc. _ f / ra rODt7-o83-nos 1000-0e5-05- .7 �1 (Co+��rAt 5r'rE-�tr. wA cRl (GKGtAL 5I'rFJ F yp c -�� �.e'FEWIE 5 46024'50" E 4'3.iq' i 0 V C44AIN LINK rME v ,< 4 t 01 DQ' E 33",86' — „,,,. _._ _ _,,...,..,.. .......... CHAIN L)NKN'.F SATE 14 _ Iqu r 7 .. Aw '� to $ `�, £ 1 STORY MA„IE I PHrL X BUILDING I EUILDIN02 — (jJ(y/ F.F.Ej-".5 PROPOSED 15TORY FROP05ED I STORY / K,.AY'[ 4'L.L . MINI 5TOF�E BUILDIN 7 c MINI STORAGE BUILDINS I "" Q 11880 I b80 sf (dr; blldlr: ) F r ,_K OGG fp S-I, GGnSt GIp55 5!.^ - f el = 5i.5 OLG Gp 5-I,GDrtSt GIps5 5b - f el - 51.5 / � r a l C3 T> L 1 'PAT� GAIxA FILE UNDER SEPARATE APPLICATION FILED UNDER SEPARATE APPLICATION ` — \ ri fpNVI R5ICN:0 X PY a sac I5Tfl1TP' C'I a '•. �6 Oae Go B Larm t Goms 5b `•,. el.' w O rl=Li R SEPARATE �- AfWI..IGA7ION frat• ._yl y. ....................,,._.• L_P Fy`GONG.., Itltlt „ I PROP.WAtrR VcRVILE WALK I I r EYPA 200 ` PROPOSED SIGN A5PlfALT ORIVEPIAY �,, BUILDING 4 / •,. ,' ,l?, • _ U LD N S ..TORY MINI STORAGE BUILDIN6 PF�PGSED I STORY / \, / INI 5TORAGE WILDING. \ s' � _' E �o�. ,$ 12,oa��f �d b�lld€nss��� � 4 rc�ACI Q600 5f (dr 4 building) Occ Op 5-1,Gonst Glass 2b FF si = 5'1.5 v �ca�tiJ X x x�Rp�'poXr a rxAIL% HG x x x` S-1,Gor."st Glass FILEV UNDER SEPARATE APPLICATION 'ATE ANDSGAPE1/- `` Y AIREA Ly �LJ r \ n Q BUILDING 5 Jd� BUILDING 6 — J PROP. PROPOSED STORY y fix., .SCREEN PLANTINGS PROPOSED I STORY / MINI STORAGE WILDIN i $ MINI 5TORAGE BUILDIN5 \ .� 12,000 S. (dr4 i�u€Idiro) p 12OJU s� (dry o ! w Occ G 5-1,Gonst Glass 2b- , el = 51.5 OG4 6 5-1,Gonst Gloss 2b - rF el = 5,75 J t N 4 05 O 255.52 PROP.W F� - Q pp FILE UNDER SEPARATE APPLICATION L� ' ! �{ ' .. FILED UNDER SEPARATE APPLICATION @!LOCK RE7.:VALL --•—,_., < /( *rL \ J \ 1 BARN O I'Z! iJ I ly LAND NIP OF X r FA> UC tie P (GOMMERVAt VM)t}i :r \ z .. I I I I I I I I I I I I I I I I I I , �1 PRUP.b'FENCE N 46 O3'G0" N • .,,.-. .,,--^...,,..._—.., .._„—„_ ....—_, , --------e,,,... _,,, tSRAYGL R1CtYE SITE pI REVI510N5 5P- 1" - 40' THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRIWMENT5 WILL BE PROSECllf1'ED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIM AND DIMENSIONS AND SHALL M RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE BU I f,,,,,D I N('-� [,0[7C '�-4' NAL"r515 ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NE&ECT ON HI5 PART. ! Chapter ✓ - Use 4 Occupancy Cl.ossifiGation Chapter ID - Means of E-ere55 511 Storage Oroup 5 Table Maximum Floor Area Allowance per Occupant 511-2 Moderate Hazard 5toroge Group 5-1 1004.5 500 sf/occupant - Warehouse Table Table i=gress width Go Chapter 5 - Oencral Buildirg Hei:2ht $ Areas 1005 0.2"/occupant - 5'-0" door = 18O occupants 505 General Height 4 Area limitation: Ac�.F ual persons per, 3-O door = IG ~-- MiTable Allowable height 10 < 150 Therefore OK t � building areas � •�`- ( ' oOx5 LANE � ` ni Storage 505 Type 26 = 1'7500 sf and B stor'!-5 Table S aces with one mean of ress e p 9 N.+L6ER�Y 5T. €' Actual Max building area = 1-1,600 Gf and I sty 1006 Occupancy group 5 = 21 occupor:.t5 maximum 9,600 < 1-7,500 - Therefore OK Actual occupants = 20 0 a' Therefore I means of egress repuired - 2 provided cr4 ;/„ , ~J 11900 Oregon Road Chapter 6 - T_upes of Gor:structir,rs Table Travel Diston-ee PROJECT LOCATION Ty \� 602.2 pe I I II - Npn-Combustible IOOI"72 200' max travel distance without a wprin ler system w TL`THILL Cutchogue 1�i .l Table 601 Eire Resistance Ratings Actual max travel distance = 8O', Therefore OK p� ROAD t I Type IIB - O hour rotirc3 for all components Table Dead ends - 20' moximum if more than one exit is Table 602 Fire F:esistarce rating for exterior walls based on fire 1020.4 rewired separation distance No Dead Ends Corridors, Therefore OK IrZW 1 . SITE �I Type I IB construction greater than 30' separation i pR w ci=- KEY MAP I I �4 µ 0 hour rotino required for 5-1 accuponcy 32'-O" rr:,inimum Separation provided, Therefore GK �r��-��•_.._„_., ! UILDIN DEPOT LANE Chapter - Fire Resistance Rated Gonstrvction C '705 Exterior walls r 1 '705.& Allowablo area of openings shall not exceed values per table 705.e �l15120 Chapter a - F'Ire F'rotec tior,5 M_ .=_,.tams v A T �03 5prinkler Systems aG32.� 0-roup 5-I A5 NOTED G7F 4 Required if fire area exceeds 1 ,0G0sf dl,600 < 12,000, Therefore OK --NO Sprinkler System Sr-AL E rcouired cHEC<r:P BY ©D I60'-O" Associates rt[4" Architects LAIN[ 0� .q�✓aHAL ^c ^ I Arlr�; r, I. A \ T.,�51-AI CL + 26 preston avenue sea cliff, ny 11579 _ (516) 671 - 3624 i ASPHALT ASIN '�- t I --'�- fax(516) 759-7138 Y` Xx.. Orr ry 1 I I '^ A �� d-I \. �.0 W LL I : 10 ,� 1 • I �,F�-- 2" PC150, N5LIL. PP Q A. co I CONS i"5LAB ON w #4 BARS 9 �<° G.G. T n': I EACH, WAY ; t:ACH FAG[ I I YPIGAt_ GRADE :I - 4,000 P51 STONE "ON(CRE TE j i ; 4" p a 0 - I I WITH 6x6 W <dx2.q W.W.F. of j Tv^o OF 5L A>; C?A TL1M ELL`J=O'-O" ( t�i ; 4 W YORE ""SEE CETAU' a j I - Yti"J #5 BARS � .,ON,. i TYF, I I I I I I 2� 2 5EGTION EXTERIOR HALL -011 A-I 1 1/2" 5LAB RECE55 a 0. . DOOR5(5EE PLAN - TYP T.05LA5 EL. +0'-0" I60'-O" LINE OF A5PHALT q 114° PAVING(PITCH A5 5HeJN bxb W2.9 x W2A W.W.F. = PITc A5PHALT PAVING x FOUNDATION PLAN , �.. b = � 4 r T.O. WALL 2" RIGID INSUL. 4 ~' _X 44 a4 BARS 0 12" O.C. EACH NAY /EACH FACE GENERAL NOTES CONCRETE NOTE5 5PEGIAL INSPECTION5 4„ „ I. ALL WORK PERTAINING TO SHEETING,BRACING,SUPPORT OF AOJOINING LOTS AND SIDEWALKS, I- ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENT5 OF THE CONCRETE INSTITUTE(ACI)50-201L 1. PRIOR TO BEGINNING ANY WORK,THE OWNER SHALL RETAIN SERVICES SERVICES OF ACCEPTABLE LICENSED PLAC T,NT OF FOUNDATION CONCRETE ON SOIL SIBORADE 15 SUBJECT TO 5PECIAL INSPECTION 2. ALL CONCRETE,EXCEPT A5 5PEGIFICALLY NOTED ON PLANS,5HALL BE LIGHT WEIGHT OR STONE CONCRETE PROFE551ONAL ENOIN CR TO PROVIDE INSPECTION5 DURING CONSTRUCTION. TH1- INSPECTOR SHALL BE QUALIFIED DESIGN FOR SHEETING $ BRACING SHALL BE DONE BY ENGINEER IN CHARGE OF SPECIAL HAVING,AN ULTIMATE COMPRESSIVE STRENGTH AS LISTED E;ELOW AND APPROVED BY ENGINEER OF RECORD TO PERFORM SPECIAL INSPECTIONS AS REOUIRED BY NY5 BG. 4 e (3) #5 E3AR5 INSPEGT'ION # PAID BY THE CONTRACTOR. OUALIFIGATION5 SHALL INCLUDE A PROFESSIONAL LIABILITY INSURANCE_' COVERAGE OF I MILLION DOLLARS AND A - z , 0 71 CON BAR zo -FOOTINGS,FOUNDATION PIERS,FOUNDATION MAT. 4000 P51 NORMAL WEIGHT MINIMUM PROVEN EXPERIENCE OF 5 YEARS WITH SIMILAR WORK. �' 2 PROPER NOTICES SHALL BE GIVEN FOR PERFORMANCE OF THE SPECIAL INSPECTIONS IN -BUTTRESSED AND FOUNDATION WALL5 4000 P5I NORMAL WEIGHT AGCORDDANCE WITH THE REQUIREMENTS OF THE NY5 BUILDING CODE "BEFORE ANY WORK 15 -5LAB ON GROUND 4000 P51 NORMAL WEIGHT 2. 5PEGIAL IN5PEGTION SERVICES SHALL BE PROVIDED BUT NOT LIMITED TO: I'-4" 4MIN. COMMENCED ON AN ITEM Or CONSTRUCTION REQUIRINO SPECIAL INSPECTION,ALL PERSONS A. CONCRETE CAST-IN-PLACE BC 1704.4 RESPONSIBLE FOR SUCH SPECIAL INSPECTION SHALL BE NOTIFIED IN WRITINO AT LEAST 12 3. R[INFORCINO FOR REINFORCED CONGRCT- ELEMENTS,UNLESS OTHCRN15C SHOWN OR SPECIFIED,SHALL BC B. SOIL - SITE PREPARATION BC 1104.1.1 HOURS PRIOR TO SUCH COMMENCEMENT." DEFORMED IN ACCORDANCE WITH A57M-A615,GRADE 60 AND SHALL HAVE A MINIMUM YIELD POINT OF 60,000 G. 50IL - INVE5TIGATIONS(BORING/TE5T PITS) BC 1104.1.4 P51. D. 5TRJGTURAL SAFETY AND STRUCTURAL 5TABIL17Y BC 1104.11 3. NOTICE SHALL BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING PROPERTY OWNERS IN 4. REINFORCING FOR COLUMN TIES AND BEAM 5TIRFWP5 SHALL BE DEFORMED IN ACCORDANCE WITH A5TM-A6I5, E. CONCRETE TEST CYLINDER5. 1105.6 A'CG^iRDANCE WITH THE NY5 BUILDING CODE: NO FOUNDATION OF EARTHWORK PERMIT SHALL BE GRADC 40 AND SHALL HAVE A MINIMUM YIELD POINT OF 40,000 P51. F. CONCRETE DE515N MIX . 16105.5 SECT I C,�N i CAL L�Jp C C>C)I . ISSUED UNLESS AND UNTIL AT LEAST FIVE DAYS PRIOR WRITTEN NOTICE OF THE PERMIT 5 WELDED WIRE FABRIC SHALL HAVE A MINI"ULTIMATE STRENGTH OF 10000 PSI 3. THE 5PE6IAL INSPECTION ENGINEER SHALL DETERMINE WHETHER CONTINUOUS OR PERIODIC INSPECTIONS ARE APPLICATION SHALL HAVE BEtN GIVEN BY THC APPLICANT TO THE OWNERS OF ALL ADJOINING . NEEDED AND WHETHER HE OR SHE SHOULD INSPECT THE SITE PER50NALLY OR SEND A PERSON UNDER HI5 OR HER LOTS,BUILDINGS AND 5ERVIGE FACILITIES WHICH MAY BE AFFECTED BY THE PROPOSED 6 MINIMUM REINr-ORGEMENT PROTECTION,UNLESS OTHE"15E SHOWN,"SHALL BE 5/4" FOR 5LAB5 AND INTERIOR, DIRECT SUPERVISION. FOUNDATION WORK OR EARTHWORK OPERATIONS." FACES OF WALLS, 1-I/2" FOR BEAMS AND GIRDERS;2" FOR EXTERIOR FACIE-5 OF WALLS,3" FOR FOOTINGS AND 4. THE SPECIAL INSPECTION ENGINEER,SHALL MAINTAIN A 1-05 IN HIS OR HER OFFICE WHICH INCLUDES THE OTHER 5T91GTURAL GONGRETE DEPOSITED AGAINST NO CONCRETE SHALL BE POURED UNTIL THE REQUIRED FOLLOWING INFORMATION: 4. NOTICE SHALL BE PROVIDED 6Y THE PROJECTS OWNER TO ADJOINING PROPERTY OWNERS IN PRELIMINARY TEST(PER NYCBC) HAVE BEEN MADE AND APPROVED. (i) ADDRESS OF THE PREMISES,JOB NUMBER,CONTRAGTOR'S NAME AND ADDRESS, ACCORDANCE WITH THE NY5 EALDINO CODE: "AT LEAST 24 HOURS WRITTEN NOTICE SHALL BE "• ALL 5TRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH IN ONE OPERATION. CONSTRUCTION 00 DATE AND TIME OF EACH INSPECTION INGLU'DING GIVEN TO COMMISSIONER BEFORE THE COMMENCEMENT OF ANY WORK FOR WHICH A PERMIT HAS JOINTS,SUCH AS DAYS END POUR JOINTS,SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN, MAIN A. NAMES OF PER50NNEL WHO INSPECTED THE SITE,AND BEEN ISSUED. REINFORCINC7 SHALL RUN THROUGH THE JOINT.RO1X�HEN AND SCARIFY JOINTS TO EXPOSE A66REGATE FOR B. ANY 510NIFI(ANT 055ERVATIONS OR INSTRUCTION5 GIVEN RELATING TO ANY Or'THE FOLLOWING: CHEMICAL BOND. NET THOROUGHLY AND SLUSH JOINT WITH 1:2 MORTAR, 1/2"THI6K,NOT MORE THAN 5 MINUTES I) DEVIATIONS FROM THE CONTRACT DOCUMENTS. 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; REVISIONS NEW YORK 5TATE DEPARTMENT OF LABOR AND OSHA. 5. ALL OPENING5 IN FOUNDATION WALLS,UNLESS OTHERWISE SHOWN,SHALL HAVE (2) #b BARS ADDITIONAL ON ALL 4) GOOD ENGINEERINr PRACTICE; SIDES AND SHALL EXTEND2-b" BEYOND EDGES OF OPENINGS. 5) SAFE JOB-SITE CONDITIONS, 6 PRIOR TO 'COMMENrEMCNT OF MA55 EXCAVATION, THE ADJOINING PROPERTIES, AND STREETS (0) PRECAUTIONS TAKEN TO MAINTAIN SAFE GONVITION5 IF WORK 15 5TOFFE17 FOR ANY THESE PLANS ARE AN INSTRl1MENT OF 5EME AND ARE THE SHALL BE VISUALLY 5UR""/EYED BY THE CONTRACTOR,SUITABLY MARKED WITH PERMANENT q- THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED, INSTALL ALL HUILT-IN-WORK, REASON. PROPERTY OF THE ARGHITEGT. INFRINGEMENTS WILL BE MONITORING POINTS TO BE MEASURED DURING CONSTRUCTION FOR THE PURPOSES OF SLEEVES;OPENING, INSERTS, ETC.AS REQUIRED FOR A CONCRETE JOB. LOCATION OF 5LEEVE5 AND OPENINGS �, NOT SHOWN ON PLANS 15 SUB.:ECT TO APPROVAL OF STRUCTURAL ENGINEER. (III) THE DATE OF AND PARTICIPANTS IN ANY CONVERSATIONS WITH THE SPECIAL INSPECTION ENGINEER 6x6 w2.q X W2.a w.W.F NON) PRO�G�rED. DETERMINING CONSTRUCTION-RELATED EFFECTS. REPORT WITH PHOTOGRAPHS SHALL BE OCCURRING OFF-SITE AND RELATING TO ANY SIGNIFICANT OBSERVATIONS OR INSTRUCTIONS. PROVIDED TO ARCHITECT IN TRIPLICATE COPIES. A PRECON5TRUCTION DAMAGE CONDITION 10. ALL RE-EARS IN SLAB TO BE SUPPORTED BY PLASTIC, COATED CHAIRS PER ACI CODE. ' b" 5LAB ON GRADE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND 5. THE SPEC INSPECTION ENGINEER SHALL RETAIN A COPY OF THE DOCUMENTS DESCRIBED ABOVE IN MI5 OR HER 4,000 P51 5TONE CONCRETE DIMEN51ON5 AND SHALL BE RESPON51BLE FOR FIELD FIT "THO C`)Ot" THE ADJOINING PROPERTIES SHALL BE MADE S WRITTEN AND PICTORIAL FORM,AND II. ALL REINFORCING SHALL BE DETAILED,FABRICATED AND PLACED, IN ACCORDANCE WITH AGI DETAILING MANUAL OFFICE AND 5HALL PROVIDE A COPY TO THE CONTRACTOR AND/OR OWNER TO BE KEPT AT THE GONSTRJGTION AND QUANTITY OF AORK.NO ALLOWANCE SHALL BE MADE TWO GC)PIES SHALL BE FURNISHED TO THE OWNERS REPRESENTATIVE. (LATEST COITION,) SITE. a x xp X x p x x ; ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR r G 6. THE SPECIAL INSPECTION ENGINEER RESPONSIBLE FOR SPECIAL INSPECTION SHALL REPORT UNSAFE CONDITIONS 'z NEGLECT ON HI5 PART. 1. ANY WATER INFLOW INTO THE EXCAVATION 5HALL BE CONTROLLED BY 5LUMPIN0 OR 12. ALL REINFORCING SHALL BE SUPPORTED IN FORMS,SPACED WITH NECESSARY ACCESSORIES AND SHALL BE p . p a s p 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 OTHER SUITABLE METHODS. DISPOSAL OF WATER SHALL BE MADE OUT OF THE •.• • .� �1�.✓ r [ � ,tt�� It EXCAVATED AREA IN ACCORDANCE WITH LOCAL REGULATION. THE, ELEVATION OF THE � imnU 17GniIGCT � rum ncanarniFti n� alai ni*i.-G rum csaGiini iuc��rinu F�irini��a Guns i �reY� ven eml � (, r, �� .,d 3, ,,� i Z e� ,{�� WATER:LEVELS BEYOND THE LIMITS OF THE PROJECT SITE SHALL NOT BE LOWERED 13• SLUMP OF CONCRETE SHALL NOT EXCEED 4"UNLESS A HIGH RANGE WATER-REDUCING ADMIXTURE 15 USED. THE ""- ✓! i; * t t, fit- �,~ '",cx r." DOCUMENTS AND THE LOG DESCRIBED ABOVE FOR REVIEW BY THE DEPARTMENT OIDIE DIN05 -- � rH E T E PREVENT D1DTRE55 MI ADJOINING STRUCTURES SLUMP OF WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 4 . THE SLUMP OF CONCRETE CONTAINING A HIGH = - I 1=�I I-� I I-� I 1=� �_ Unit RANGE WATER-REDUCING ADMIXTURE 5HALL NOT EXCEED 6". I=111=111=111=1 I I=1111=1 =1 11= I=1 I I=1 11= 2 Go �. A COMPETENT REPRESENTATIVE OF THE CONTRACTOR SHALL IN5PEGT THE SUBGRADE 14. CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED. AIR CONTENT 5HALL BE BETWEEN 4 AND 8 PERCENT. I ( ,I I I11 1I I1 11 1 I I I I III I I 1 1 I I I • OF THE: EXCAVATION, ANY AND ALL BRACING AND BLOCKING,AT THE COMMENCEMENT 15. COARSE AGGREGATE SIZE SHALL BE NO. 51 OR LARGER. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW b MIL POLY V5 Mini Storage OF EACH SHIFT,TO A55URE INTEGRITY,PRIOR TO PERMITTING WORKMEN TO WORK BY THE PROJECT MANAGER WELL IN ADVANCE OF CONCRETE PLACEMENT. CONCRETE MIX DESIGN SHALL INCLUDE WITHIN ANY EXCAVATED AREA. ALL 5TRENOTH DATA NECESSARY TO SHOW COMPLIANCE WITH THE, PROJECT SPECIFICATIONS FOR EITHER THE TRIAL CRUSHED STONE BASE BATCH OR FIELD EXPERIENCE METHOD. COMPACTED 501L a. THE CONTRACTOR SHALL PROVIDE ANY TEWORARY EXCAVATION RESTRAINT 16. 'CONCRETE MAT ON GROUND SHALL BE POURED TO THE THICKNE55 SHOWN ON THE PRANIN65 ON VAPOR 1900 Oregon Road REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. IF A SHEETING OR BRACING BARRIER, SYSTEM 15 TO BE UTILIZED,THE DETAILS OF A SHOP DRAWIN05 AND SUBMITTED rOR 11. VAPOR BARRIER SHALL BE POLYETHYLENE PLASTIC HAVING A MINIMUM THICKNESS OF&MIL5(.005),FREE OF Cutchoeue NY REVIEW AND APPROVAL BY THE ARCHITECT BEFORE COMMENCEMENT OF WORK. PINHOLES AND OTHER BLEMISHES AND SHALL BE INSTALLED OVER COMPACTED POROUS FILLING ACCORDANCE WITH p /' G DETAIL �} /1� } MANUFACTURE-IRS REQUIREMENTS- ALL JOINTS SHALL BE LAPPED 12" AND TAPED, T�I� 14I�L .1L�� L/�Tl"S I L 10. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SUBGRADE CONDITIONS PRIOR I PROVIDE 6" THICK LAYER OF FORMS FILL BENEATH ALL 5LA55 ON GROUND.COMPACT(IF REOUIRED) FILL TO q TO START OF WORK, THESE DRAWINGS DISCOUNT UNDEROROUND WATER CONDITIONS 15%OF MAXIMUM DENSITY IN CONFORMANCE TO ASTM D1551-66T. MATERIAL SHALL CONSIST OF HARD,DURABLE ���� � ���i I��� �� (PER R:EGUC5T OF OWNERS). UPON COMPLETION OF EXCAVATION. PARTICLES, FREE OF OROANIC MATTER,RUBBLE AND ALL DELETERIOUS 5UB5TANGE5 MAXIMUM PARTICLE SIZE 'n`^I I" = I'-C)" I`� SHALL BE 2", 10%To 60%BY WEIGHT RETAINED ON THE #10 SIEVE,LE55 THAN 4011/6 BY WEIGHT PA551Nr THE FOUNDATION NOTE5 No.60 SIEVE,AND NOT MORE THAN 10%WEIGHT PASSING THE No.200 SIEVE. )PLAN I ¢ `j DETAILS Iq. MAXIWM OUTSIDE DIAMETER OF PIPE OR CONDUIT PLACED IN 5LAB5 ON GROUND SHALL BE LIMITED TO LA � 4� J",! f'{, L 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 5LAB. THE MINIMUM GON(RETE COVER TOP AND BOTTOM SHALL BE 2. ISOLATED FOOTINGS"ALL BE, LOWERED OR RAISED,AND PIERS SHALL BE ADDED,REDUCED OR INCREASED IN ONE-THIRD THE THICKNESS OF THE 5LAB. HEIGHT,ALL AS APPROVED B'(THE ENGINEER,WHERE THE SPECIFIED BEARING CAPACITY IS FOUND AT A LOWER 20. PROVIDE SHOP DRAWIN65 SHOWING REINFORCEMENT 4 IN5ERT5. OR HIGHER ELEVATION THAN SHOWN ON THE PLANS. 1/15/20 3. BACKFILLING A5AIN5T FOUNDATION WALL5 SHALL NOT BC DONE UNTIL CONCRETE HAS ATTAINED SUFFICIENT # STRENGTH AND WALL5 ARE PROPERLY SHORED OR BRACED. DATE 4. EDGES OF FOOTINGS 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 15 G p 2 CDC 4 BASED ON SOIL INVE5TI.aATION. PRANN 5f JV5 GHEGKED S`( DD D A- � DiGiovanni & I'-D" x &' O" PENDANT MOUNTED PAINTED METAL PANELS � FAINT; D MET! 51DING /�'"�S'socia��S ON GALV. METAL STUDS fl R dcR TT. 1 .TiJ4 N. Architects (2J BUL>; LED I'i?CTURZ 6 16" O/G Kih; MGTiaN I SIDE ONLY ,` IN!5H R-I� GATT. I'vSUL.B QALV. I SENSOR. OF:RAT ION. � GGRRIDOR SIDE) TO IO'-O" METAL PANELS 9 INTERIOR TO I ,-- j; �--. 'I i .`^� ��! ��`• ^ '11 �--y, j� ,.'--� II; �1, �ii '--�, I�ji I ;-.� IIi: r� I� r-•--•,� r_ �- ,......,.., iO GG. T�,.�GLG ABOVE �^'..^�� �� v A , E ` - �' I ` -/ � '�' {`_! ` {`.I-'` I' L Ii 1 I✓` j% iL % II'' '_.i I , i' \._ i 26 preston avenue II I III I IG ! III II' I sea cliff, ny 11579 II; 1 (516) 671 - 3624 I I ! .I !u 'I. I fax(516) 759-7138 Il I Lio nl_ it III I I'ti_ i(' Ili - , � I'1 III 1 I ' 1 G- ' '-/ II - :it_ tnl_ II jnl-^II +yl- 11 I I I' II' III I IIII � s- j j'1 ill �t~ E WALL TYpES A.4i 9� I, I NT5 I i 1I I 1 I! it III j III', I'I Z n r 11 III ,) it - -Al 9 GOM INATiON LED EXIT. �NF o EKi- af III ! _ w Y _s I° III III / II II II. I J I F,✓E.,N�Y LIGHT with T ER 5AC< (,:F it ;TYP, EM'Ex I' I6'-O" G.G. j EM/Ex I 15 5 j E D - F ptr��i LT ; LT HF� p IO - ui i 0 ��,/' P pIr I f - 1 �� III Ili II ;! �I' OLA55 i JI VISION PANEL EMERGENCY LED J li LIGHT N1 BATTERY l 1 BACKUP(TYP)1�2 I ii TYPE I II I II I 11 I T)"PE A B II I A I " 1 I II I II I II I II �11_ II I_�,II I It I 11 I I� Ii II Doerr TYPES I II II it I' 'I A2 i I � NT5 I 01 I I 1601-01, ROO1 GONSTRUGTION: METAL STANDING SEAM ROOFING ON 3" x 7 PLAN �I 3" RAKE ANGLES OVER "Z" PURL INS 0✓ F I I'`�5 T FLOOR I L A 1 `� 5'1POSTS O.G. 1 0/r,]rD TO L'�" x 2" x l2 as I `� � Paws � �I_a11 �/� j A-2 BUILDING 3 I/8" I'-O" 5UGLAR BARS a 8" a/c {TYP EXTERIOR WALL GDN5TR11GTION: From TO PARTITION PANELS TO METAL SIDING OVER 3,'" x 2" 16 go a 24" CEILING) ACOUSTIC TILE CEILING IN O/C with 3� BATT INSULATION and SUSPENSION SYSTEM with R-35 BATT GALVALUM PANEL INTERIOR TO IO'-O" off INSULATION(TYP) ---.�._ `---•_� INTERIOR PARTITION CONSTRUCTION: GALALUM PANELS OVER 3" x 5" ANGLES a 2'-6" O/C with TO 10'1 Off '-- f-OUNDATION CONSTRUCTION: _ 12 b" FOUNDATION HALLS with #4 BARS a 12" o!c eK ON II-4" 4 `--��-1' ` 4 COIll TC FOOTING-5 KITH (5) #5 B bottom TO 4'1 MIN, BE-LON GRADE li 6"CONCRETE SLAB Nf 2.1 x 2.1 NNM ON MIL. VAPOR BARRIER TO PLATE EL. +12'-0" R E V 15 I © N 5 tn s� Q THE5E PLANS ARE AN INSTR MENT OF 5ERftE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENT5 ALL BE PRO'5ECUTE0. p/ CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN5105 AV SHALL BE RE5PON516LE FOR FIELD FIT O AND QUANTITY OF WORK.NO ALLOWAI�GE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR p NE611I ON H15 PART. Chit Z Go HOrdN rc/DOOr NOtc5: TOTUM fCL.oo0 01 e 4444 Mini Storage T I - Interior roll -22 au corrugated galvanized steel with slide lack padlock rovisuonsandtwolift TI — — -- — _ — — — — — — — 1E.1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — -- II= I=III=III=11—III _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — yPe � gouge orruga � P P — — — — — — — — — — — I— — — — .—� —•— — — — — — — — — — — — — — — - - - - — - - - - - - — - - - - - - - - - - - - - - - - - - - - - - ��.: tl—III III—III—II— I— _I I—)I I_I I�I I I I I—I I I I-1 I I_I I I_I I— I—I_ 1= — — — — — — — — — — — — — I�I I I I I I I i�I III I I�I I I 11=1 r I I I_Tf TI_I I I Polypropylene w stri 1�5 galvanized id 12 support brackets and i tensioner with _ � _ _ _ _ _ I I I I III III III—I I I_I I I_I I_I I I �f_ITI—III—III III I I_I I=1 _I — — — — — — — — — — — — — — — —hand es. ea p, gc ga es, s ppar spring _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1l _ _ _ _ _ _ _ I I III I I III 1 I I I 1 I III I J I I_I I_L_I I I_I I�_I I I_I i I_I I I III I f l IT_I=1_TI=1 I f III III—III I III III III_II_I_II_ _ � - - - - - - _ � I I I IIII III—III III_III_ITI_III_III_I11=T1T_III—I I_I _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 i_I I I_I �I I I_I I I I_I I I_I I I I I I_I I I_I I I_I I I_I I I I I_I I I_I I I_I I_I I I I(f_I I III III-1 I f=1T_I=1 1=1 1 1=J 1=1 1=1 11=1�1 I I-1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 I-1 1=1 1 1=1 I I I _ ICI 11=1 1 1=1 I I--�y extruded aluntYn�m bottom tzar and weatherstripphg.(color as selected)} _ =!III IT_I=11 1F-III-III=111���:�t:u.i..:�Ti ii..:..�u=...i.u=.�u �..u�=Uu�l.1 �Q� Oregon � I�f l I I I I I I—F I—I I I=I I I0r Type 2 - Provide levered hardware - entrywith kegand Inslde always unlocked. II III—I I1=I11=1L=1.Jr 6" CON!.RETE V RIGID INSULATION 1=1I1=1II 11=f1 II1=1TI—I "!5 1=TI=1 I I 11=11=1 I—I I I=1 I=III I—I 1=1 11—I SLAB (4,000 P51 J utGhogue , NY Type 3 - Insulated exterior roll 22 e corrugated galvanized steel with slide lack lock ovlslons aril two Irft — I I—I I1=1 I IIII II _ IIII I F II' yP up " 9� 9a ga �P� Pr I I—III== I—I 11=1 I I handles. Polypropylene wear strip, l8 gauge galvanized gulden,12 gauge support brackets and spring tensloner with I1=1 1=1I I�11=1 I— =1_I1=1I 1=1 11= 1I extruded aluminum bottom bar and weatherstripping.(color as selected)) — — — — "_.a—iEEL—..� 5ULDINO PLANS i DETAILS DR 5 C H E 0 U L E TAG DOOR SIZE THK D 0 0 R FRAME SADDLE HDW. STOP RATING REMARKS I L�;�U U L D I N 5 EC,,T I 0 N Oil 711�120 rrpE MArL Doan A-2 LUILDING � If4" = I'-O" � III I g1_011 X all-011 --- B MTL --- -- 3 INSULATED ROLL-UP DATE .2 31-011 x $'-011 -- B MTL. --- -- I INTERIOR.ROLL-UP 3 3'-011 x 1'-0" _-_ A MTL 1 AS NOTED SCALE I OF 4 MAwx r3Y JV5 CHECKED SY DD .......... ................. ............... ........ ................. C Ell 4- D � /— METAL ROOF Nr:;, (TYF.) DiGiovanni & ,I w -71�/ = -- Associates 12 V4 rE A H E R V A N! (7� HINPON i,2 A5 5E-I-ErITED i2 IN YIETA'- FRA'�C 1,2 T,�F, ALI Architects M_TAL 57ANDI,,45 SEAM. Pill O.H. li C-,.H. 26 prestos avenue Ej] sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 --Ti i i IT1 Nt- -11�r 11T I I I ...... TO PLATE EL-------------- 1-1 LI , I I I ! I ! I I I I ------- 'A Tj 1I "i" I; I I I ii I: It T It 1 H I 7T i H H 1 E iiR Ill 11 ii !i 1� it �1 ,1 il I 11111ii 111fll A- III I Ij' -jil it i II I!I III I II I!� j I II ! ! j I f`yl NEW' FT-1FTT I q111".1� T7-T"�7TFT-771 E-E TO Ist FLOOR �4--TAI LEADERS d— 0 VA'UH El +0"- OUTTER5 (Typ) k....... HALL PACK LIOHT METAL SIDINO(TYP) METAL ROLL LIP DOORS FIXTURES (TYP) ('TYP.) SOUTH ELEVATION_, 7--oll METAL ROOFING(TYP) 5 N S N 12 HEATHER VANE (TYP.) 4'-0" X 4'-0" V41NOOH 12 1 12 A5 SELECTED L2 IN METAL FRAME 1,2 I (TYP. ALL SIDES) METAL 5TANDINO SEAM 0111111 �V ROOFING(TYP.) a u O.H.7 Ell TO PLATE EL +12 0" METAL LEADERS 4— TO Ist FLOOR OUTTER5 (-ryp.) DATUM EL, +0'-0" HALL PACK 1-10HT METAL SIDING(T�Ip)—,-J METAL ROLL UP DOORS FIXTURES (TYP) (TYP.) NORTH ELE\/ATION R E V 1 5 1 0 N 5 THESE PLANS ARE M IN5TRMNT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINC-EMEN75 KILL BE METAL ROOFING;(TYFJ PR05EVED, METAL ROOFIN5(TYP) N 5CONTRACTOR SHALL VERIFY ALL FIELD CONDITIM AND DIMEX51ft AND SHALL BE RESPONSIBLE FOR FIELD FIT HEATHER VANE (TYP) 12 4'-0` X 4'-0" V41NDOVA AND QUANTITYOF AM.NO ALLOWANCE SHALL BE MADE AS SELECTED 12 IN METAL FRAME ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR HEATHER VANE- (TYP) 1.2 4'-0" X 4'-0` WINDOW . ALL SIDES) NE&ECT ON HIS PART. AS SELECTED 12 IN METAL FRAME .- (TYP. ALL SIDES) b. v Oil P, 717F oil P)II 1O.H., II j 'O.H, O.H. O.H.1 METAL SIDING(TYP) LED HALL METAL 510IN15(TYP) Unit 2 Go LED HALL...... PACK L15HTIN5 FIXTURE (T'fP) PACK LIC+TINC7 F I XTLIRE (TYP) 1,2 4 4 Z) PLATE 11900 Oregon Road -iL TO PLATE Cutchogue , NY LL.+12'-01 5 TO Ist FLOOR 5JILDI16 TO Ist FLOOR DATA ELE\/ATION5 DATUM EL. +01-0" 1111111 lilt I will 11111111111111111111 1111111111 111111111 jj I I I I I I I ,Ill III,I I I I I I I I 1� 1-t-H I I I I I I t I-1 I-A NEST ELE\/ATION PATF r4 AS NOTEO EAST ELEVATION SCALE OF 4 DRAWN 511f JV5 CHECKED 5r pD - -------------- --------- - -------- i I COX LANE _ � _ -____ _ --- ^o LAND N/F OF JEANNE M. GRACE CYCLING INC. 1000-083-03-004.5 LAND N/F OF NORTH FORK RE �o (COMMERCIAL SITE) ( (COMMERCIAL SITE) 1000-083-03-004. h o, 3 $A � 1� I i I • , „ , 0 6' CHAIN LINK FENCE u.o ^^ S 47 01 00 E 337.86 S 46'24'S0" E 473.19' �� ZW oy Z WATER SERVICE �e W W W OWo Oho o� to Q t�j p^ 36 L.P. PROP. EXP. J 38.7' EXISTING 30.6' 3 WATER SERVICE r 198.1' 198.1' o W W L.P. BRICK `D v "R STEPS cc; zoo M 'ram. S.T. a z'� R.O. M 0)w o. 1 STY. 1 STY. o STORAGE WAREHOUSE BUILDING rn STORAGE WAREHOUSE BUILDING rn N Lc L.P. �o• o F.F. EL. (56.5) (SLAB) p F.F. EL. (56.3) (SLAB) 3 I 6' 0 16.0' s (DRY BUILDING) (DRY BUILDING) Posr BRICK o�1 1.4 SLATE ,ON STEPS 16, PATIO h� r7 � R.O. M (6 1 STORY .0 6.6 o S.T. a FRAME x(A0 5 OFFICE �o ,o ^U a ,yy F.F.EL 60.9 198.1' 198.1' 21.6' ui w° 30.3' CONC. CA N o OO, � O a o 159.9' 199.9' o�� p1 Q o, 0 ?0 �v Q ASPHALT DRIVEWAY ?N O ,a (,v � �� CONCRETE FOUNDATION 0) CONCRETE FOUNDATION o ��o��� o� Q `� o T.F. EL. (55.5) 1(SLAB) °o"'� / lv T.F. EL. (55.4) (SLAB) DRY BUILDING VQ 3 0�0 (DRY BUILDING) ( ) 246,159 S.F. OR \,moo°Q��' 5.65 ACRES q 199 9, �o roe 159.9' 35.0' vQ �p W C b O WN 'S c� 90S �T ,(� N 35.1' •O O 199.9' 199.9' O� 3 � � Mj O� •', b) 0) CONCRETE FOUNDATION o cn CONCRETE FOUNDATION ^ O �aN o o CO T.F. EL. (55.0) (SLAB) ` _� o 67.0' o T.F. EL. (54.9) (SLAB) `D Z (DRY BUILDING) (DRY BUILDING) moo N 4 '03' 0" o � 233.52' a IL BLOCK RET. WALL w of / 199.9, CONCRETE � 199.9, POTATO BARN O M ry LAND N/F OF WJF FARMS LLC .0, 1000-083-03-005.2 M (COMMERCIAL SITE) ¢ O Z Z Z w DEPARTMENT APPROVAL L,a00 Zp�v LL 0 0 N 46'03'00" W GRAVEL DRIVE 560.89 LAND N/F OF F. MCBRIDE & SONS 1000-083-03-006.1 (LANDSCAPING & CULTIVATED FIELDS) I + AS-BUILT SURVEY OREGON WAREHOUSE STORAGE SITUATED AT CU TCH OGU E TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK S.C.T.M. 1000-083-03-005.3 PREPARED BY: PREPARED FOR: KENNETH H. BECKMAN, L.S. 11900 OREGON ROAD, LLC SURVEYING AND LAND PLANNING P.O. BOX 946 C)F P�Ie� 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 � SUITE D O,A RIDGE, N.Y. 11961 REVISIONS: SCALE: 1 =30 DRAWN BY: KAK I'! -z UPDATE AS-BUILT 9/14/2020 DATE: SEPTEMBER 2020 CHECKED BY: KHB ``SRO a L DRAWING: BB19-19573.DWG JOB No. B20-20434 SHEET: 1 OF 1 V LJ i i COX LANE _ - --- - .b LAND N/F OF JEANNE M. GRACE TH b� 1000-083-03-004.5 LAND N/F OF NOR FORK RECYCLING INC. roe $ 4.7 (COMMERCIAL SITE) f COMMERCIAL SITE) (COMMERCIAL SITE) 3 DjA „ S 46'24'50" E E m E �W 473.19' �� �d 8• CHAIN LINK FENCE �c S 47 01 00 E 337.86' '1111w w s i , F 11 ru rOy 6' VINYL FNC. 6' METAL FNC. ° TW 58.4 TW 57.5 TW 58.2 TW 58.2 Q� WATER SERVICE TW 61.9 0 A D.I. 58.3 y W W BW 56.8 bbo bybry W 55.11 W 1 W /-. D.I. 9�,� /-� /^ D.I. 90 y, bg �i. 10' DIA g yb -� '� 90 •j� D.I. /1 55.03 \ 06 rO CM N S` w '� '� D.1. /O 1._.�16 V.FT./O 1 +y D.I. /O /O - +g 55.13 O L"�'` p 54.94 + D.I. O O 1 54.85 M 55.11 l \ 54.75` D.I. 10' DIA` / / 10' DIA. �. / `/ 10' DIA ^$ .36,>. L.P. 16 DIA. �-/ `/ 10' DIA. ••/ 54.98 / 16 V.FT.` 16 V.FT. 10' DIA. hg• QyF 1 16 V.FT. 16 V.FT. 10' DIA. by BOLLARDS 16 V.FT. 16 V.FT. '�h rir 16 V.FT. h°'' 38.7' } EXISTING 30.6' v' • • • • ��•)�, � w WATER SERVICE n `� 198.1' 198.1 L.P. ' 0 b W M S P �o z o`° M N i< � < S.T. by r• R. . ��m ga m BUILDING 1 BUILDING 2 ^� � :B 'a 30• 1 STY. _ 1 STY. °i40.1 Q TW 67.8 3 4 s L.P. �3 FS g MTC 01 ` 0 L� 0 1 p STCRAGE WAREHOUSE BUILDING / Q 3 l, rw 685 1D.1. _ STORAGE WAREHOUSE BUILDING 6• 1s.o' s GA Ac / / F.F. EL. (56.5) (SLAB) �/a`;91 F.F. EL. (5Ei.3) (SLAB) D.I. /pj po • o ■ n D.I. D.I. 10 DIA. ` St � M " GATE a 55.26 55.02 (DRY BUILDING) 9 vPT• (DRY BUILDING) ` j ICK of 1.4 SLATE q� 10' DIA. 10' DIA. 10' DIA. �o . PS 1t6' PATIO b ;� O 11 V.FT. �m ` R• ,1OI c (6 1 STORY its 3 robb 11 V.FT. 11 V.FT. .0 - 22.7 S.T. a in OFFICE M FRAME b � F.F.EL 60.9 198.1' 441 198.T' 4pk 3�E kyrJ �nC• 1 STORY ,o �+jh Vi U br 667 m 37.6' 30.3• �• . . .� 1 . . • Tqj C 6' MTL. FNC. x . 0 h CONC. 6D•r h� D.I. bAwl -'r/�. �\w w 64.2 k R.O. = a N 10' DIA. -� -� N �� -� D.I. -� -� 0•� -� � D.I. N 'O�,_�/ g / 9 V.FT. / D.I. / 0.1. / D.1. 41: / D.1. / / 9 / / 54.60 �h ■ x _ 6 gh� 54.32 54.51 ? 154.69 54.35 154.57 + k• 54.6E O w` 00 64jh `�i q } p O o o + 0 10' DIA. o p 10' DIA 10' GA` O p 10 DI SIGN` n m b.^ ` / 10' DIA ` /10' DIA. / 10' DI . ` / 10• DIA` / / / / 9 V.FT b0 � .4p 9 V.FT 9 V.FT. 9 V. 9 V.FT. 9 V.FT. ` 9 V.FT. 9 V.FT `- qP1 STEPPED TEFL MESH AND STONE WALL m 0 i. yeti �� ,•� O -KEY GATE A.C. TC 62.31 A TC 61.02 PAD �O 159.9' O. /A. 199,9' A.C. M 1 BC 62.13 b 6� BC 60.80 ^ 1 D.I. A C.D.I. / / 15 4DIA.59.58 0 O KEY D.I. BUILDING 410' DIA. 11 VI PAD BUILDING 3 54.58C" TC 62,74 TC 60.87 11 VI TC 60.06 am 10' olA 1 STY. 01 � QTC 62;0 � 1 STY. 9 ��• 10 STORAGE WAREHOUSE BUILDING 0 95�fj /'\J 4 rod' BC 623 B.B. CURB 7 BC 59.8 ATE cr O O o MOTOR STORAGE WAREHOUSE BUILDING / 14 �d r TIN 60.6 0 6�� F.F. EL. (55.4) (SLAB) �/ F.F. EL. (55.5) (SLAB) D.I. �.�,�i vS' STEPPED STEEL MESH AND STONE WALL ,� 9 (� o (DRY BUILDING) 10' DIA. + (DRY BUILDING) 11 V.FT. b 3' lot STEPS m ` 0 moo �Q ~mV 44`� � TW 64.8 TW 64.7 � Q O ` A1� 65� /-■ x x w x ■ ELEC. Ak POST do RAIL FENCE TRANSFORMER PANELj A 159.9' yyry 35.0' •• 199 9' 'p, 54.21 54.13 10 DIA. Q�Q Q�� rob •� ■�_■ .y D.I. D.I. r,� 111 V.FT./^ v vP x by 1DIA. 11T DIA. h 54.12 D54.18 .I. , ` O O' 246,159 S.F. OR 99 D.I. ^ 14 V.FT D.I.I 14_V.FT. L4 ^� 1 D.I. �0ti 10' DIA. 6k ^ 110' DIA, 'A 0 7• / 5.65 ACRES D.I. / / gk• 54.17 / / 54.25 / 1/0 ) a / s4.2, 9 ,,�T� ,,k• / / iv 55.09 0 0 D.I. + 10' DIA. O O 1 10' DIA O +°' O 10' DIA. + D.I. / 1 O + D I ` O U iDO ZY < 10' DIA``/�`/ 10.001A. 14 V. `/� / 14 KFT� / / ` / 9 V.FT. 54.75` O/ \ / 54.40 / / ST ^. �- 0 10' DIA. �- 10' DIA. • 1 eN •-Y y~ �/ c� �ti� 14 V.FT. 14 V.FT yk� 35.1' S" 9 V.FT 9 V.FT. y°' O 4j +h .O 6 S �j yh, 199.9' 199.9' r9A0 x V 3 O�� E milk co N `--' W x BUILDING 5 BUILDING 6 0 •'� ^� �' t e( 0 1 STY. 0 / ) � 1 STY. �gN CONIC. eLoac WALL o O/ D.I. STORAGE WAREHOUSE BUILDING n� 1: r" 8 67.E c STORAGE WAREHOUSE BUILDING 10• DIA. F.F. EL. (55.0) (SLAB) 15 m N 4 '03 0 233.52' ym F.F. EL. (55.0) (SLAB) 9 V.FT. 3 �s �h~ (DRY BUILDING) DRY BUILDING BLOCK RET. WALL W �0� /p ( ) t,vf' DI-,1) 54.56 CONCRETE O 10' DIA. 199.9 a0 199.9' 4j k 0.1. POTATO BARN O 8 V.FT. ,+ 56 10, DIA. /O 1 11 V.FT. LAND N/F OF WJF FARMS LLC D 1 ,�to � o.l. 1 COMMERCIAL SITE 2 M 54.15 / / 154.11 ti° D.I. / / D.I. k _ / 1 - 54.27 _ _ • D.I. /^ /1 D.I.0.1. / / D.I. 1.0• d' D.I. co 10' DIA. O p 10' DIA. + 54.03 l O �-'` O 1 54.05 + O ` O O ip• DIA. 54.04 ` O O 10'DIA. D.I.G / ) 52.47 16 V.FT`�-/ `/16 V.FT 10• DIA. / `/ 10' DIA. BOLLARDS(TYP.) 10 DIA. / 16 V.FT. 10 DIA. / / 16 V.FT. e Z / EP 54.96 16 V.FT. 16 V.FT �PIfO�A� M 16 V.FT. 16 V.FT. 53.58 KS ado ■ ° 6' METAL FNC. DEPARTMENT APPROVAL GATE hhti d goo 0� N 46'03'00" W 560.89 GRAVEL DRIVE LAND N/F OF F. McBRIDE & SONS 1000-083-03-006.1 (LANDSCAPING & CULTIVATED FIELDS) AS-BUILT SURVEY OREGON WAREHOUSE STORAGE SITUATED AT CU TCH OGU E TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK S.C.T.M. 1000-083-03-005.3 PREPARED BY: PREPARED FOR: KENNETH H. BECKMAN, L.S. 11900 OREGON ROAD, LLC OF NEw SURVEYING AND LAND PLANNING P.O. BOX 946 )O 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 SUITE D r � - RIDGE, N.Y. 11961 SCALE: 1" =30' REVISIONS: DRAWN BY: KAK UPDATE AS-BUILT 9/14/2020 04 DATE: SEPTEMBER 2020 RED. TEAS UPDATE AS-BUILT 92022 CHECKED B_ HK B ��qND s�� DRAWING: BB19-19573.DWG JOB No. B20-20434 SHEET. 1 OF 1 1 By REVISION Date Sheet Index TRAC TE BUILDING SYSTEMS PAGE # DESCRIPTION 9 INC .. A1.0 FLOOR PLAN & ELEVATION - 3 '� A2.0 FLOOR PLAN & ELEVATION - 4 v T 4 S ORAGE BU D GS 3 & B1.0 FOUNDATION NOTES & DETAILS B1 .1 FOUNDATION PLANS - 3 & 4 C1 .0 INTERIOR WALL FRAMING DETAILS C1 .1 INTERIOR WALL FRAMING ELEVATIONS T1 SET C 0 N C1 .2 INTERIOR WALL FRAMING ELEVATIONS C1.3 INTERIOR WALL FRAMING ELEVATIONS C2.0 END WALL FRAMING DETAILS C2.1 END WALL FRAMING ELEVATIONS C3.0 ROOF FRAMING DETAILS & PLANS Uode Sum ar C3.1 RAKE ANGLE LAYOUT C4.0 FIREWALL FRAMING DETAILS CODE 2020 BUILDING CODE OF C4.1 FIREWALL FRAMING ELEVATION owmado D PEAR 0 E 2022 NEW YORK STATE �V��� C3-A��(1()3 9 E1.0 SIDE WALL FRAMING DETAILS . � -�- BUILDCYG J �r. CONSTRUCTION TYPE TYPE II B E1.1 SIDE WALL FRAMING ELEVATION t"1011''- 3� rows a.�s����r�IoLQ USE GROUP MODERATE HAZARD STORAGE, S-1 E1.2 SIDE WALL FRAMING ELEVATION GROUND SNOW LOAD 25 psf SNOW EXPOSURE CATEGORY C E1.3 SIDE WALL FRAMING ELEVATION SNOW IMPORTANCE FACTOR 0.8 F1.0 PARTITON PANEL & SUPPORT LAYOUTS i ( F N WIND VELOCITY (V ULT) 119 mph F1.1 INTERIOR PARTITION PANEL DETAILS �� �ov� 0� WIND VELOCITY (V ASD) 92 mph F1.2 INTERIOR PARTITION PANEL ELEVTIONS CO c�If h'�a WIND EXPOSURE CATEGORY C F1.3 INTERIOR PARTITION PANEL ELEVTIONS SEISMIC USE GROUP I ` IjHowa c ; SPECTRAL RESPONSE ACCELERATION (S ) 0.177 F2.0 EXTERIOR DETAILS & ELEVATIONS S r 0990113: F2.1 EXTERIOR ELEVATION o SPECTRAL RESPONSE ACCELERATION (S� ) 0.050 SPECTRAL RESPONSE ACCELERATION (SDS) 0.189 G1 .0 STANDING SEAM ROOF DETAILS a�ESS10 SPECTRAL RESPONSE ACCELERATION (SDI ) 0.080 H1.0 CORRIDOR ASSEMBLY DETAILS SITE CLASS D H1.1 CORRIDOR ASSEMBLY DETAILS SEISMIC DESIGN CATEGORY B H1.2 CORRIDOR RECESSED ENTRY DETAILS H1.3 END OF CORRIDOR, TRIM & F.O. DETAILS H1.4 CORRIDOR SWING DOOR DETAILSAbbreviations G-7 o s s a r y Symbols & o H1 .5 CORRIDOR RECESSED ENTRY DETAILS § ® H1.6 CORRIDOR RECESSED ENTRY DETAILS w o a Anchor Bolts -- Bolts used to anchor eave base an les or channels, and base lates to a foundation �� H1.7 CORRIDOR RECESSED ENTRY DETAILS U' ` '� E - ��lllr°1�S Terms ®�®IC°S (Concrete Screws) / 9 P z ao � a or other support. M11.0 INSULATED WALL DETAILS BEW Blank Endwall NTS. Not To Scale ASGY Ash Gray Bright White Angle, Eave/Base -- An angle or channel used at the base or top of a paneled wall section. Channels are 11.1 INSULATED WALL DETAILS BSW Blank Sidewall O.C. On Center BWHT Bri g Channel, Eave/Base usually used when the wall section is insulated. J1.0 GUTTER ASSEMBLY DETAILS APPROVED AS NOTED m o BLDG. Building OPP. Opposite CDRD Cedar Red 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 DATE: B.P.# k m c 9 2 Revision Indicator COL Column PT Partition CRMB Cream Beige other support, usually secured by anchor bolts. ,�ix,�jl't,�u!`� �t2-`� FEE: BY: c� ..1 NOTIFY BUILDING DEPARTMENT AT ¢ `� o o ° CTR. Center PSF Pounds Per Sq. Foot CONE Conti. Brown -- � �� � 11c�W�` G1.5 765-1802 8AM TO 4PM FOR THE � � •`� '= "� � o DIA. Diameter PTD. Painted DTAN Desert Tan Bracing Angles or straps used in the plane of the roof and walls to transfer loads, such as p1 Notation Reference `D FOLLOWING INSPECTIONS: DBL. Double QTY. Quantity EVGN Evergreen /� O 1. FOUNDATION - TWO REQUIRED EPDM Ethylene-Propylene- REQ'D. Required GARN Garnet wind, seismic and crane thrusts to the foundation. -� _r FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING ene-Monomer EW Endwall R.O. Rough Opening IWHT Iced White � Detail Detail Identification/Reference s. INSULATION EXT Exterior S.D. Self Drilling ORAN Sunset Orange Bridging -- Series of bracing used in the roof framing to stiffen purlins. Page 4. FINAL - CONSTRUCTION MUST F.O. Finished Opening STR. Starter PLBL Polar Blue BE COMPLETE FOP C.O. F.M. Field Modify TYP. Typical ROYB Royal Blue Clip -- A plate or angle used to fasten two or more members together. ALL CONSTRUCTION SHALL MEET TH GA. Gauge WWF Welded Wire Fabric SGRY Slate Gray Detail Detail Identification REQUIREMENTS OF THE CODES OF NE GALV. Galvanized YORK STATE. NOT RESPONSIBLE FO GALVM. Galvalume Column -- A main member used in a vertical position on a building to transfer loads from main DESIGN OR CONSTRUCTION ERRORS I.D. Inside Diameter roof rafters, or purlins to the foundation. INT interior Detail Section Identification/Reference MISC. Miscellaneous Eave -- The line along the sidewall formed by the intersection of the planes of the roof and �ge k-Teneral Notes MPH Miles Per Hour wall. Structural Fasteners NOM. Nominal Trachte structural bolts are SAE J429-Grade-2 or ASTM A307A unless specifically noted. Footing -- A pad or mat, usually of concrete, located under a column, wall or other structural Part No. Part Number Identification These are typically Trachte Part No's 760110 & 764200. All bolt holes shall be aligned to member, that is used to distribute the loads from that member into the supporting permit insertion of bolts without undue damage to threads. Bolts shall be placed in all holes and nuts threaded to complete assembly. Compacting joint to snug-fit condition shall '� aft Nu-m--bef-ing SOII. 12 Rise Run Identification progress systematically from most rigid part of joint. Snug-tightened condition is tightness 10 DIGIT PART NUMBER -- / 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 4F spud wrench to bring connected plies into firm contact. 5000 5000 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 _ STRUCTURAL PARTS USE GAUGE CODE Gutter -- A light gauge metal member at an eave, valley or parapet designed to carry water North Arrow use self-drilling screws to the locations, quantities, and methods shown or noted on these NON-STRUCTURAL PARTS USE COLOR CODE from the roof to downspouts Or drains. O drawings. Self-Drilling Fasteners should be used in accordance with SAE J78 specifications Z for Self-Drilling Screws. 4-DIGIT RANDOM NUMBER RANGE FROM 0000 TO 9999 Header -- The horizontal framingmember located at the to of a framed opening, (doors). WARNING: When installing Self-Drilling screws, take care to minimize exposed angles.screwp nt MOST COMPONENTS WILL FOLLOW A LOGICAL SEQUENCE P P 9� ( ) hazard, by locating screws next to panel bends and near recessed corners of angles. BASED 0N 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 124 _ _ _ consistent with all details related to installation of bracing components. Removal or O SUCH AS COLUMNS, HEADERS, BASEPLATES ETC. Purlin -- A horizontal structural member which supports roof covering. _) �_� �_� Earth alteration of bracing without prior authorization is prohibited. E- Temporary Bracing z 0 Imaginary Rafter -- The main beam supporting the roof system. 9-DIGIT NUMBER Decimal Temporary supports or bracing required to erect the building is the responsibility of the � Z Z Insulation erector to determine, furnish, install and remove. O W 3 3 - - Point Rake Angle -- Angle fastened to purlins at rake for attachment of endwall or partition panels. Permits 0 0 w 5-DIGIT LENGTH COMPONENT FINISH LENGTH It is the responsibility of the Building Owner/ Contractor/ Erector to obtain all appropriate i Q O O FIRST 3-DIGITS = INCHES Structural Line -- Usually chalk (Ines laid out on the foundation to aid in placing columns and other approvals and necessary permits from City, County, g Z M W LAST 2-DIGITS ARE DECIMAL FRACTION State, or other agencies as required. 1­4E- ( ) structural components of a building floor plan. Accurate placement of these lines is ® F E- U (� ALWAYS IMAGINE A DECIMAL POINT BEFORE LAST 2-DIGITS critical to erectinga building. DS Down Spout Structural Lines a Z rn � 0 2-DIGIT CODE g IDENTIFIES MATERIAL COLOR OR GAUGE Structural lines are referenced often throughout our drawing details. These relate to the o � U U STRUCTURAL PARTS USE GAUGE CODE Rake Trim -- A trim designed t0 close the opening between the roof and endwall panels. chalk lines that are to be laid out on the foundation. The lines should always be laid out NON-STRUCTURAL PARTS USE COLOR CODE taking Into consideration the inherent imperfections commonly associated with foundations. 2-DIGIT PROFILE CODE The edge of a foundation is seldom straight enough to use as a base for dimensioning. It 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 2/23/22 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 & TRIM DOOR or TRIM DOOR or TRIM S.S. Roof Special B Others Scale 12 =12-GAUGE COLOR CODES COLOR CODES COLOR CODES COLOR CODES COLOR CODES 14 =14-GAUGE 60 =Cream Beige 21 Ash Gray 44 =Conti. Brown 10 =Regal White 28 =Clay y 16 =16-GAUGE 61 =Slate Gray26 Matte Black 45 =Garnet 11 =Roman Blue 33 =Polar White " " N.T.S. 12 =Evergreen 37 =Sand Stone The design, detailing, and materials for items designated as By Others are not the 18 =18-GAUGE 62 =Classic Beige 31 Patriot Red 46 =Evergreen 13 =Patrician Bronze 38 =VP Charcoal Black 63 =Iced White 40 =Sunset Orange 47 =Cedar Red responsibility of Trachte Building Systems, Inc. Plan No. 2-DIGIT 27 =Light Stone 41 =Desert Tan 48 =Shale 23 =14 =Surrey a 39 =VP Patrician Bronze COLOR CODES 42 :=Polar Blue 63 =Iced White Regal/Harbor Blue 49 =Natural Stone 24 =Coloni Harboal Red 65 =Yellow Field Cutting and Drilling 80 =Galvanized 43 =Royal Blue 64 =Bright White (Door) 26 =Matte Black 66 =Silver Metallic Order No. C2 =Galvalume 32 =Lime Green (Door only) 82 =Galvalume 67 =Birch White Field cutting and drilling of some parts will be required. 246257 & 246258 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 INF0RMATION 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 TM ENGINEERING DRAWINGS, DETAILS, MATERIALS LIST.AND PRICING. ANY DISCREPANCIES BETWEEN THIS INFORMATION AND THE ACTUAL JOB CONDITIONS show the correct color of your desired building. The final erection set of drawings may show the WILL AFFECT THE ACCURACY OF THIS WORKTRACUTE IS NOT RESPONSIBLE FOR ANY Cover correct colors ordered. The colors may not always be shown within the drawing set but the material ADDITIONAL MATERIALS OR ANY LAYOUT PROBLEMS CAUSED BY INACCURATE SITE INFORMATION. listing Will alWay3 SNOW the COrreCt color for the part listed. PLEASE RECHECK THIS INFORMATION CAREFULLY. REVISION 7D-yt 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 5994000316 DS 59�DF DS 599 000316 �DE 940 0316 DS DS 5950000518 DST5994000316 A ♦ DE DE DF DF DB DF ♦ DE DF DF DE ♦ DF DF DF DE A A 5950000518 in 5991020116 5995130912 1, 5992020114 5995130912 5991020116 B A 0 11.0 1 in 5991020316 5995132412 3 HR. FIREWALL 5992020314 5995132412 5991020316 C o C 1 1, g LO 5991020516 5992020514 C1.1 5992020514 5991020516 D A ° 14 G 10 13 15 12 15 4, 11 15 of C4.0 5991020716 F1.1 C4.0 C4.0 C4.0 - C4.0 C4.0 3 HR. FIREWALL C4.0 C4.0 5991020716 in E 5992020714 5991020716 0 59 91020716 5992020714 / -- -- I 3 O in 5991020916 5992020914 11.1 5992020914 5991020916 D FL L (SIMILAR) L I1, NOTE COLUMN A o ORIENTATION 1 5991021116 5992021114) IN STARTER BAY 1' 5992021114 LO G 1 ® ® ® ® ® ® ® © ® ® ® ® ® © ® ® ® ® CI 5991021116 o co 0 0 D25NWA iq A F22W F22W D25NWB hA, SL H o 5991020916 ® NOTE COLUMN ® ® ® ® ® ® ® ® ® QD ® ® --- M R 5991020916 Y�1C7 I 5992020914 ORIENTATION LO 5991020716 5992020714 IN STARTER BAY NOTE COLUMN 5992020914 p` ' A ORIENTATION 5992020714 14 2 " �� � j I A H1.1 IN STARTER BAY I o I C1. 1 5991020716 Il `�ow 1 7 IHowa i 1 r',.._ 22.03. C 13 D 11.1 E iq 111 F1.1 I I 11.1 g F1.1 11.0 5991020516 �� ' ► ESSvD 10, 5991020516 I 1 5992020514 A 12 16 15 5992020514 __f II I 1 11.1Lol10 11.1 C4.0 11.1 ® 5991020316 I I K 5991020316 Iit 0 A E A B A F CB D A 11 5995132412 1 F1.1 F1.1 0 11.0 1. 3 HR. FIREWALL 11.1 5995130912 5991020116 C2. C1.1 5992020314 : = C4 11.0 L 5995132412 o) ---- ---- A o a) I U O 0 5991020116 5995130912 A 5992020114 , ° I 595000051810 E1.1 599400 16 D25NWA 5950000518 5994000316 a 00 M " " B • oa °• D D 5994000316 DS 5 DS 599 00316 DS 8" 'o ao8" "10'-0" " 10'-0 0" " 100 10 10 10 10 -0 10'-0 10'- 9 -4 10 -0 10-0 10 -0 10 -0 9 -4 10 -0 -0 -0 -0 STARTER BAY STARTER BAY STARTER BAY m o •> J1g.0 2. J1.0 2, w °i i `� o , 160'-0" F- Q (n U 12, -12 Q FLOOR_ _ PLAN FOR 10'- 4" EAVE, 1 Z4: 12 PITCH , MINI STORAGE BUILDING 3 (S02462571 SP- 46751 ) DOOR SCHEDULE QTY CODE TYPE SIZE ROUGH OPENING (REF.) MANUF. DESCRIPTION BWHT 1 CA ROLL-UP 3'-4" x 7'-0" 3'-4" x 7'-0" TRAC-RITE/e . CORRIDOR ROLL-UP DOOR BWHT 10 CB ROLL-UP 3'-8" x 7'-0" 3'-8" x 7'-0" TRAC-RITE/eq. CORRIDOR ROLL-UP DOOR BWHT ,� 4 CG ROLL-UP 7 -8 x 7 -0 7 -8» x 7 -0 TRAC-RITE/eg. CORRIDOR ROLL-UP DOOR BWHT 16 CH ROLL-UP 8'-8" x 7'-0" 8'-8" x 7'-0" TRAC-RITE/eq. CORRIDOR ROLL-UP DOOR BWHT 5 Cl ROLL-UP 8'-4" x 7'-0" 8'-4" x 7'-0" TRAC-RITE/eq. CORRIDOR ROLL-UP DOOR BWHT 2 D25NWA SWING A 3'-8" x 6'-8" 4'-0" x 7'-0" PDL/equiv DOOR,LEVER/PAN IC,30x3O LITE White PDL DOORS - PRIMER COAT ONLY 1 D25NWB SWING B 3'-8" x 6'-8" 4'-0" x 7'-0" PDL/equiv DOOR,LEVER/PAN I C,30x3O LITE White PDL DOORS - PRIMER COAT ONLY 6 DB SECTIONAL 3'-8" x 8'-6" 3'-8" x 8'-6" BY OTHERS SECTIONAL DOOR TBD 8 DE SECTIONAL 8'-8" x 8'-6" 8'-8" x 8'-6" BY OTHERS SECTIONAL DOOR TBD 17 DF SECTIONAL 9'-0" x 8'-6" 9'-0" x 8'-6" BY OTHERS SECTIONAL DOOR TBD 2 F22WA SWING A 3'-8" x 7'-0" 4'-0" x 7'-2" PDL/equiv DOOR,LEVER/PAN IC,PASS.,3 HR. FIRE White PDL DOORS - PRIMER COAT ONLY 2 SL SWING 3'-0" x 7'-0" 3'-0" x 7'-0" TRACHTE FLUSH PANEL LOUVERED SWING DOOR BWHT ROLL -UP DOORS MEET ASTM EJJO DO NOT ORDER DOORS BY OTHERS PRIOR TO RECEIVING THE ERECTION SET. PDL DOORS - PRIMER COA T ONLY RO AND DOOR SIZES MAY VARY DUE TO ENGINEERING ISSUES. co r4 o z SIDE WALL ELEVA TION z P4 >- zz 0 0 pq x � ooP-4 U) z x x i o � 0 � o o �D w Date END WALL ELEVA TION END WALL ELEVA TION Drawn by 2/23/22 JMN Scale 1/8" = 1'-0" Plan No. P52167 Order No. 246257 & 246258 Sheet No. SIDE WALL A 1 . 0 ELEVATION REVISION 7te 1 ) 2 3 4 TT 6 7 8 9 10 11 112 13 14 15 16 17 18 19 20 21 5994000316 DE DF DF 599 OOpg16 DB 40 0316 DF DF 599 OpB16 5p9B 40 0316 DF DF 599 OOpg16 5D9B 40 0316 DF DF 599 OOD0816 5D9B 40 0316 DF DF DE DS 5994000316 A g 5950000518 5950000518 5950000518 5950000518 _ in 5991020116 5995130912 1.3 5995130912 5991020116 B 0 5992020114 I "Loll 5991020316 5995132412 3 HR. FIREWALL 3 HR. FIREWALL 3 HR. FIREWALL 3 HR. FIREWALL 5995132412 5991020316 C a 5992020314 0 I in 5991020516 5992020514 5991020516 D It 5992020514 3 0 11.1 9 I 5992020714 LO �5991020716 4. 5992020714 5991020716 E 0 A I A( Loll 5991020916 5992020914 1' F11 B 5992020914 5991020916 F 5991021016 5992021014 1' 5992021014 CI CH CH CG © CB CB CB CH CG CI CH CH CG CI CB CB CB CB CG ® CB CH CH CI 5991021016 F.5 -- (� C► D25NWA F22W F22W F22W F22W A�} G.5 cc� _ — i Q H 1 5 91021016 599®1014 ® ® © ® ® © © © ® ® © ® ® © © ® 5992®014 ————M R 5991021016 \ A NOTE COLUMN NOTE LUMN NOTE COLUMN NOTE COLUMN 5991020916 '`� k.HO '�` 0 0 6 5991020916 5992020914 ORIENTATION E BTION 5992020914 c,� Q� 9, . ��\y I 11.1 IN STARTER BAY 11.0 C1. FD.1 NRISTA TER BAY IN STARTERARTER BAY IN STARTERBAY 1 1� 5991020716 N 11.1 5992020714 ( A 0 F1.1 5 5992020714 16 8 5991020716 ° C / �� IlHowa 22.03. 11 1 NOTE ORIENTATION 111 5992020514 tt' Q99� F1.1 5991020516 1:M3, i in q I1.1 2 J 11.0 11.1 IN STARTER BAY ® ® ® QI 0 5991020516 5992020514 A p ��ESSt f B I 11.0 F2.1 in 5 91020316 5995132412 H1.1 O B 0 C2. A B A F 5992020314 5995132412 � 5991020116 5995 C1. 1.3 C4. 11.0 ® ® ® 5991020316 L 130912 r ———— —_——— r —— 5992020114 5995130912 c o o 5991020116 0 11 0 A i i 1. i I 1 ui o I 5950000518 5950000618 1.3 D25NWA D25NWA =M_9�NW LO Mir 5950030618 0 5994000316 5950000518 5994000316 F— M ♦ DE OF DE) E DE ---------- I ----------- DE DF DE c°'i 5994000316 O O ♦ �— ♦ DE ♦ DE ♦ ♦ w o ° 3 E DS DS 5994000316 DS DS DS DS E J CD a ° 10'-0" 10'-0" 10'-0" 9'-4" 10'-0" 10'-0" 10'-0" 9'-4" 10'-0" 10'-0" 10'-0" 9'-4" 10'-0" 10'-0" 10'-0" 9'-4" 10'-0" 10'-0" 10'-0" 10'-0" o �>, " STARTER BAY STARTER BAY STARTER BAY STARTER BAY STARTER BAY J b o, 1 a '° 3 m J1.0 200'-0" 2' 2' Lido, 6 o m y 3 = O N LO O FLOOR PLAN FOR 10'- 4" EAVE 1 4: 12 PITCH MINI STORAGE BUILDING #4 S0246258 SP- 46752 ° DOOR SCHEDULE QTY CODE TYPE SIZE ROUGH OPENING (REF.) MANUF. DESCRIPTION BWHT 14 CB ROLL—UP 3'-8" x 7'-0" 3'-8" x 7'-0" TRAC—RITE/eq. CORRIDOR ROLL—UP DOOR BWHT 2 CC ROLL—UP 3'-4" x 7'-0" 3'-4" x 7'-0" TRAC—RITE/eq. CORRIDOR ROLL—UP DOOR BWHT 8 CG ROLL—UP 7'-8" x 7'-0" 7'-8" x 7'-0" TRAC—RITE/eq. CORRIDOR ROLL—UP DOOR BWHT \ 17 CH ROLL—UP 8'-8" x 7'-0" 8'-8" x 7'-0" TRAC—RITE/eq. CORRIDOR ROLL—UP DOOR BWHT 10 CI ROLL—UP 8'-4" x 7'-0" 8'-4" x 7'-0" TRAC—RITE/eq. CORRIDOR ROLL—UP DOOR BWHT 4 D25NWA SWING A 3'-8" x 6'-8" 4'-0" x 7'-0" PDL/equiv DOOR,LEVER/PANIC,30x30 LITE White PDL DOORS — PRIMER COAT ONLY 8 DB SECTIONAL 3'-8" x 8'-6" 3'-8" x 8'-6" BY OTHERS SECTIONAL DOOR TBD 9 DE SECTIONAL 8'-8" x 8'-6" 8'-8" x 8'-6" BY OTHERS SECTIONAL DOOR TBD 12 DF SECTIONAL 9'-0" x 8'-6" 9'-0" x 8'-6" BY OTHERS SECTIONAL DOOR TBD 4 F22WA SWING A 3'-8" x 7'-0" 4'-0" x 7'-2" PDL/e uiv DOOR,LEVER/PAN IC,PASS.,3 HR. FIRE White PDL DOORS — PRIMER COAT ONLY 2 SL SWING 3'-0" x 7'-0" 3'-0" x 7'-0" TRACHTE FLUSH PANEL LOUVERED SWING DOOR BWHT ROLL -UP DOORS MEET ASTM E330 DO NOT ORDER DOORS BY OTHERS PRIOR TO RECEIVING THE ERECTION SET. PDL DOORS - PRIMER COA T ONLY RO AND DOOR SIZES MAY VARY DUE TO ENGINEERING ISSUES. SIDE WALL ELEVA TION z �21zz m m 0 0 W � C) 0 a z � El o E-' H O a z (31 O � a Q tJ --1 0 w r Date END WALL ELEVA TION END WALL ELEVA TION Drawn by 2/23/22 JMN Scale Plan No. Pam, Order No. 24625"' Sheet Nr L _ 111HLF= _ 1k11WF1 , SIDE WALL ELEVA TION By REVISION Da of te CONCRETE SCREW #4 REINFORCING BAR #4 REINFORCING BAR CONCRETE SCREW CONTINUOUS 1 „ " CONTINUOUS WELDED WIRE ELD C ED WIRE VAPOR BARRIER 9 FABRIC VAPOR BARRIER 5 " 4" — — _ _ — — — — — — SLAB THICKNESS 5 "1 7 — — — _ — — — — — — — SLAB THICKNESS (SEE LEGEND) CLEAR (SEE LEGEND) CLEAR 4" FILL 4" FILL —_ —_ #4 REINFORCING II — #4 REINFORCING " BAR, 16" LENGTH SLOPE f• _ — BAR, 16 LENGTH ;,'' ;- — _ — 0 16" O.C. INSIDE OF NOTCH TO 5 -0 FROST 0 16" O.C. r : — — " DEPTH WALL — — FROST :r.'t WALL CONCRETE SCREW VAPOR BARRIER ♦•�, 4 (SEE SPECS) : WIDTH :4 — (sDEsPECs) 'r (s WIDTH S) �'�: i — _ — 3'-10" PITCH DISTANCE WELDED WIRE (SEE SPECS) — _ — — — — 1 " FABRIC — — — — SLAB THICKNESS SLAB THICKNESS D 4 — — — � .. h�';., — — — _ 9� #4 REINFORCING BAR =_ — — II CONTINUOUS (SEE LEGEND) (SEE LEGEND) 77 5 " 4" T__ v — — — — — — — — — — — X. — — _ — — — — — CLEAR 4" FILL 1'_p" II =__ FOOTING II — — — _ = FOOTING ._ . .'. ::~•.; `v 4" = u _ _ _= HEIGHT — u -_ __ __= HEIGHT n �:_ �- -- = —• _ r ,. 3,9 CLEA .... }, _ (SEE SPECS) (SEE SPECS) = �' 'r-' — i •• .. ,. - _- - -_ _ -III _ 3" - _ _ _ _ - - - - . CLEAR _ _ _ _ - CLEAR — — .�'.. r,�•' II ______ 1'-4" — #4 REINFORCING BAR ,—i i �— #4 REINFORCING BAR - - -ii—i CONTINUOUSll `: :'~•~s' — — _ — —f — — — —I CONTINUOUS — — — — — — I- P FROST ;: •;•. ::: , — — — — '�. �9'0 DEPTH :,:.:,:'::: WALL �' 3�� �'�q , FOOTING FOOTING (SEE SPECS) `:,.'':.4:: WIDTH — — WIDTH WIDTH '. (SEE SPECS) i I uj (SEE SPECS) (SEE SPECS) `` ''`.t L: `'• I�Howa ,,l . , :� �,,, #4 REINFORCING . . n r , _ — BAR, 16 LENGTH 22.03. '�f �� II " 09F f3: 0 16 O.C. FROST WALL DETAIL, IA �� �,FROST WALL DETAIL, NOTCHED _ _ sl NO NOTCH _ _ - FOOTING uI — —I HEIGHT — j (SEE SPECS) = i CLEAR —_ — — I i vj i c0 c #4 REINFORCING BAR g 0 3 .2 CONTINUOUS L� � o � L FOOTING '� `' C ' WIDTH Q_ � � � (SEE SPECS) o o L J .0 4 3 FROST WALL DETAIL ( W/ NOTCH ) ° 'Z ° " � � Q: co 5 w o, U ,3 � � ° @ RECESSED ENTRY o Q Q � o Q GENERAL FOUNDATION NOTES FOUNDATION FOUNDATION SPECIFICATIONS LEGEND WELDED WIRE VAPOR BARRIER 1. FLOOR SLAB SHALL BE (SEE LEGEND) THICK WITH 6 FABRIC X 6 - W1.4 X W1.4 WELDED WIRE FABRIC. PAVING OR 2. CONCRETE SHALL BE OF A MIXTURE AND DENSITY TO FINISHED GRADE — — — — — — — — — — — — _ — — — — _ SLAB THICKNESS YIELD A 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. ,., - . (SEE LEGEND) . . :.... . . 4" FILL NOTE: STRUCTURAL DESIGN IS BASED ON 2,500 PSI. HOWEVER, 3,000 PSI IS PREFERRED. FREE DRAINING -'�::.'• ; INORGANIC — — — — — — — — -- 7" OFFSET FROM 7" OFFSET FROM 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, �; GRANULAR FILL I _ _ _ _ — — GRADE 60 FOR #4 AND LARGER BARS, AND GRADE 40 FOR #3 BARS AND ALL DOWELS AND TIES. STEEL SHALL — — I-III—III= NEAREST STRUCTURAL LINE NEAREST STRUCTURAL LINE BE KEPT CLEAN AND FREE OF RUST. LAP ALL =_ _=1 VAPOR BARRIER " REINFORCING A MINIMUM OF 28" AT SPLICES AND AROUND I I ( EARTH — — 8 10 SLOPED NOTCH WIDTH CORNERS. —' '- 4. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM WELDED WIRE (2) #4 REINFORCING BAR FABRIC 1�" CONTINUOUS A-185, AND SHALL BE LAPPED 8 INCHES MINIMUM AT 2 SLAB SLAB THICKNESS — — — — — — — — — — -- — - -- — — — — — — SEE LEGEND) ALL SIDE AND END LAPS. NOTE: WELDED WIRE FABRIC IS — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - — USED IN THE STRUCTURAL DESIGN OF THE FLOOR SLAB. INTERIOR SECTION " " THEREFORE FIBER REINFORCING CANNOT BE USED AS AN F R 0 S T WALL _ ALTERNATE. 1 _p � ' •• , '- ',` :�. •} •,•,. .t. 4 FILL 5. VAPOR BARRIER SHALL BE A MINIMUM OF 6 MIL SPECS  " - - - - - - - - - - - - - - _ _ •.�• 3" CLEAR �•„ : 3" CLEAR : :•' —' POLYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 6 INCHES. A I — — — — — 6. STRUCTURAL ANCHORS SHALL BE CONCRETE SCREWS FROST DEPTH I— _ TO BE PROVIDED BY TRACHTE BUILDING SYSTEMS. _ _ _ " _ _ _ _ ' i _ - " INSTALLATION INSTRUCTIONS ARE SPECIFIED IN NOTE 01 3 — 0 � 1 4 — ( —I I ( I I= —�1 14 ON THE ERECTION DETAIL PAGES. FOOTING HEIGHT — 7. NON-STRUCTURAL ANCHORS SHALL BE EITHER POWDER ACTUATED ANCHORS OR TAPCON SCREW Q ANCHORS. THESE ANCHORS ARE NOT :SUPPLIED BY 8 TRACHTE BUILDING SYSTEMS. INSTRUCTIONS FOR LOCATING a NON-STRUCTURAL ANCHORS ARE SPECIFIED IN NOTE 02 ON THE ERECTION DETAIL PAGES. NON'-STRUCTURALWALL WIDTH 6 SLAB DETAIL @RECESSED ENTRY w ANCHORS SHALL BE INSTALLED PER MANUFACTURERS » SPECIFICATIONS. 8 A 8. FREE SHALL BE A Q FROST SUSCEPTIBLE FILL N MATERIAL-CONSISTING OF ON FOOTING WIDTH Z �} W URSE SAND, CRUSHED ROCK, OR A14 APPROVED 1 ' — 4" q �, EQUIVALENT. Z � O zZ z • o w 0 FOUNDATION DESIGN NOTES. x 1. FOUNDATION PLAN SHOWN IS DESIGNED FORA CONCRETE SCREW Z � O C A PRESUMED 1,500 PSF ALLOWABLE BEARING PRESSURE. c O Z FOUNDATION EDGE 0 �r Z c3l o 2. PLEASE NOTIFY ENGINEER OF ANY UNUSUAL U H CONDITIONS. GENERAL FOUNDATION NOTES:. o 1. NOTCH SHALL BE LEVEL WITH NO PITCH. rid o r-1 U w 2. FOUNDATION MUST BE SQUARE AND LEVEL. .. n 3. PROVIDE CONTROL JOINTS AT 15'--0" ON CENTER D 24" ine =-� ` '••� MAXIMUM SPACING. ALL CONTROL JOINTS SHOULD BE DIMENSION VARIES rid REF. — t' Date 2/23/22 LOCATED AT LEAST 1 FOOT OFF OF THE TRACHTE 2 "MIN. �- BUILDING SYSTEMS COLUMN GRID SHOWN ON THE ine INTERIOR COLUMN �_rine id — Drawn by FOUNDATION PLAN. DIMENSION VARIES = NOTE 5"MIN. BASEPLATE — — — Scale JMN TRACHTE BUILDING SYSTEMS, INC. IS ONLY DIMENSION VARIES CREW CONCRETE SCREW " — I 1 8" RESPONSIBLE FOR THE DESIGN OF THE FOUNDATION CONCRETE SCREW CONCRETE S DIMENSION 2 REF. I I—III—III / TO ACCEPT OUR BUILDINGS. THE DESIGN IS BASED 2 "MIN. Plan No. VARIES ON THE PARAMETERS SPECIFIED R THE NOTES, CONCRETE SCREW ANCHOR TO BE ERECTOR P52167 AND THE LOADS IMPOSED BY OUR BUILDING 2 "MIN. SEE FLOOR PLAN TO LOCATE INSTALLED IN LIEU OF CAST—IN—PLACE ANCHOR Order No. SYSTEM. IT IS THE OWNERS RESPONSIBILITY To FOUNDATION EDGE D FOUNDATION EDGE • • & ORIENTATE BASEPLATE & NOTIFY TRACHTE'S ENGINEERING DEPARTMENT OF ANY UNUSUAL SITE CONDITIONS OR OF ANY INTERIOR COLUMNS SCREWS. MINIMUM EMBEDMENT DEPTH 246257 & 246258 MATERIALS NOT SUPPLIED BY TRACHTE:, THAT WILL _ (CONCRETE SCREW LENGTH) + Sheet No. IMPOSE LOADS ON THE FOUNDATION SYSTEM. ACTUAL CONSTRUCTION OF THE FOUNDATION, CONCRETE SCREW LOCATION CONCRETE SCREW LOCATION CONCRETE SCREW LOCATION CONCRETE SCREW INCLUDING LABOR AND MATERIALS FOR PLACING OF STEEL BleO REINFORCING STEEL AND CONCRETE IS. BY OTHERS A , B , C � D , AND THEREFORE, NOT THE RESPONSIBILITY OF TRACHTE BUILDING SYSTEMS. CORNER EXTERIOR INTERIOR BASEPLATE SECTION , FOUNDATION EDGE REVISION Date 1 B A 1 2 1• 3 4 5 6 7 8 9 10 11 12 13 14 1. 15 16 17 1 A � 1 LOT B o I I I I I I I I I I I I I I I Loll- 0 2 p Loll — I — I _ I _ I _ I — I — I _ I — I _ I — I — 11. — I — I 1• _ fi � — 1 t \ / O I iA E — — — — — — — — — — — — — — — — B 0 I I I I I I I I I I I I I I I Ln YX — A o c° 1A 1A � * A Ln ^na — ijAfowa 'Ov4 — - 2 FOUNDATION � I L, I I — I — — — I I I — I I — I — LEGENDss, � BLDGS 3 Bc 4 O LO SLAB THICKNESS 4. 5 U C � o ° LO LI, CONCRETE SCREW �0 (INTERIOR) �,w I�' i a 1 . CONCRETE SCREW — ? o (EXTERIOR) q l 3 M 7" 7" o, � o ,> c » » m o, � � � of 10'-0" 10'-0" 10'-0" o'—o" 10'—o" 10'-0" 10'—o" o'—o" o'—o" o'—o" 0'-0" 10'-0" 10'-0" 10'-0" o'—i 3/8 x 2 1 /2 3 k m 3 1 ¢ o � c3 a 1 so'-2" IV1. FOUNDATION PLAN for MINI STORAGE BUILDING #134 1 B A 1 2 1• 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1. 19 20 Y21 B o I I I I I I I I I I I I I I I I I I 1A LOT 2 1 . C — — — — — — — — — — — — D Loll — I _ I — I — I — I — I — I — I — I — I — I — I — I _ I — I — 11. — I — I 1 • — � — 0 \ / `n (E)-- — — — — — — — — — — — — — — r LO co Z* oCID 1 A I I I I I I I I I I I I I I I I — — — — — — — — — — — — — — — E q p� z Ln I I I I I I I I I I I I I I I I z Z a 1-4 10 z x LO o I I I I I I I I I I I I I I I I I I I K — — — — — — — — — — — — — — — — — — 0 5 5 5 / Date `o I I I I 1' I I I 2/23/22 Drawn by LO IT M • iin � 1. i� 1 . i� 1. JMN 7" 7" 7" 7" 7" 7" Scale 1/811 10'-1" 10'-0" 10'-0" 10'—o" 1�'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" �'—�" 0'—�" 10'-0" 1�'-0" 1�'—�" 10'-0" �'—�" lot—its Plan No. P52167 1 Order No. 200'-2" 1• 246257 & 246258 Sheet No. FOUNDATION PLAN for MINI STORAGE BUILDING #4 B 1 1 moor 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS 0# POWDER ACTUATED ANCHORS (BY OTHERS � BASE PLATE REFERENCE HOLES 88 COLUMN BASE PLATE ORIENTATION REVISION Dote STEP 1. POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED HOLES AT THE CENTER OF THE BASE PLATES ARE USED AS A AID TO ALL CORRIDOR LOCATIONS REQUIRE THE BASE PLATES TO BE ORIENTED AS USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES). SHOWN IN DETAIL. NO PART OF THE BASE PLATE SHOULD PROTRUDE INTO REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED THE CORRIDOR AREA. SEE CORRIDOR FLOOR PLAN FOR PROPER CORRIDOR REQUIREMENTS OF ANSI STANDARD, B212.15. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW LOCATIONS AND COLUMN ORIENTATION. STEP 2. 60 STUB HEADER AND COLUMNS REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR ANCHORING AS SPECIFIED. STUB HEADERS AND STUB COLUMNS ARE REQUIRED TO SPAN A BAY WHERE AN INTERIOR 95 RAFTER 0 5-0 PURLIN SPAN VACUUM. COLUMN TO SUPPORT THE PURLIN IS NOT DESIRED. THE STUB HEADER MUST BE FIELD HOLES LOCATED ON TOP OF THE RAFTER ARE FOR REFERENCE ONLY. STEP 3. PURLIN ORIENTATION LOCATED SO THAT THE PURLINS ARE LEVEL AND IN THE SAME PLANE AS THE ADJACENT THESE REFERENCE HOLES ARE USED TO ACURATELY POSITION THE 34 SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE THE PURLINS ARE ORIENTATED AS SHOWN. THE WEBS OF THE PURLIN AND PURLINS TO MAINTAIN A UNIFORM ROOF PITCH. TEK—SCREW THE STUB HEADER TO THE CHANNEL, BETWEEN THE REF. HOLES, THAT RUNS ALONG THE 5-0 INTERIOR COLUMN WILL FALL ON THE STRUCTURAL LINE. THE OPEN CAVITY MAXIMUM TORQUE, TINSTMAX OR TiMPACT.MAX RESPECTIVELY FOR THE SELECTED ANCHOR INTERIOR COLUMNS OR SIDEWALL SUPPORTS. THE STUB COLUMN do STUB HEADER WILL BE RAFTERS. DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE OF THE PURLIN AND INTERIOR COLUMN SHOULD FACE THE SAVE OF THE FASTENED THROUGH THE BOLT HOLES PROVIDED. (UNLESS NOTED) PLACE THE STUB 100 IMPACT WRENCH. MOUNT THE SCREEW ANCHOR HEAD INTO THE SOCKET. COLUMN IN THE HOLES THAT ALIGN THE COLUMN AND PURLIN WEBS IN THE SAME PLANE. 7~. 9~. 'I'IZ" PURLINS: STEP 4. BUILDING THE STUB HEADER WEB SHOULD BE INSTALLED ON THE STRUCTURAL LINE OF THE 7" (AS SHOWN) and 9" PURLINS HAVE TWO—BOLT CONNECTIONS ON EACH END. DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO COLUMNS. 11" AND 12" PURLINS REQUIRE THREE—BOLT CONNECTIONS ON EACH END. CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. 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. n TYPICAL n NOTE: SEE ROOF FRAMING PAGE FOR CORRECT PURLIN ORIENTATION. CORRECT PURLIN ORIENTATION. NOTE: POWDER ACTUATED NOTE: FASTEN RAKE ,.I FASTENERS (OPTIONAL ZAMAC ANGLE TO JAMB SUPPORT COLUMN COLUMNS HAMMER SCREW ANCHOR tructural 760600 NOTE: FASTEN RAKE ANGLE TO COLUMN. ) ine WITH (2) 760600 too PURLIN SUPPLIED BY OTHERS, ARE AND PURLIN WITH 2 760600 EA. LEG FIELD CUT '� BASE ( ) REQUIRED AT ALL BASE PLATES <�` ° JAMB CLIP �� 4 -1 O REF PLATE \ RAKE WITH SINGLE CONCRETE SCREWS. ti<�°`J m AS NEEDED - ANGLE INSTALL RAKE ANGLE p CORRIDOR AREA 8 RAKE o a \ 7" UNDER PURLINS COLUMN ANGLE 760110 AFTER VAPOR BARRIER a HAS BEEN INSTALLED. 760110 INSTALL 7" UNDER °° ..° ' " a BASE PLATE PURLINS AFTER VAPOR ° 5 —� �- 760300 2 PLCS BARRIER HAS BEEN SUPPORT, SW ° m v e 2 PLCS INSTALLED. FIELD CUT JAMB tructural tructural �� ' .� <° AS NEEDED ine ine � \ tructural D 0 — — — — _ — — _ •�, PURLIN BASE PLATE \ / ine JAMB oD \ TYPICAL ® RIDGE ONLY n \ 100 tructural \ COLUMN ° \ ine 760110 CONCRETE SCREW Ol COLUMN o \ / 760300 2 PLCS \ A �,,� SUPPORT, SW �f ��.��•� t, TE 5'-0" REF pLA,,S, STUB HEADER CONCRETE SCREW CORRIDOR AREA 8 � COLUMNS • � � �, tructural tructural o o , 760110 I�tructural ine 760110 ine a ° Line JAMB CLIP 60110 BASE PLATE tructural ° Q ° °, 5 —� a a STUB COLUMN . j 76 300ine i I 22.03. tructural 4 PLCSvu INTERIOR �eOLUMN, PURLIN INTERIOR COLUMN BASE PLATE JAMB/SUPPORT/RAKE ANGLE JAMB/SUPPORT/BASE PLATE ineturai tructural STUB COLUMN & HEADER .. FFssto� 1 2 / 3 4 8 9 `'�----�—' RAKE ANGLE CONNECTION CONNECTION CONNECTION CONNECTION CORRIDOR FRAMING DETAIL CONNECTION DETAIL INTERIOR NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. COLUMN tructural NOTE: POWDER ACTUATED (j c FASTENERS (OPTIONAL ZAMAC _ rn ctural ine kitine ructural C � HAMMER SCREW ANCHOR)tructural SUPPLIED BY OTHERS, AREineU) � e tructural PURLIN � o � o STUB HEADER ine ine tructural 760600 STUB COLUMN ne Structural 100 REQUIRED AT ALL BASE PLATES Lil � C ,� ine WlllH SINGLE WEDGE BOLTS. V) z :E � E \`� 5050047212 ® � o }" y o 1 o QQ u NOTE: (3) BOLTS IF �>, � CL a ® ® PURLIN HAS (3) HOLES ° COLUMN 0 INTERIOR o> 760110 Z o 760110 COLUMN 760110 p o CL t,y 760300 \ 760300 0 760300 / BASE PLATE 2 PLCS m o 300o NOTE: (3) BOLTS IF PURLIN HAS (3) HOLES ° i ® tructural w 3 k 5 co e 3 STUB HEADER ine = \ o i / U 760300 <\ \ o 0 760110 WEDGE BOLT tructural 2 01 ine tructuraline tructural tructural ine ine 12 STUB HEADER & INTERIOR 3 STUB COLUMN TO STUB 27 INTERIOR COLUMN/PURLIN CLIP 28 INTERIOR COLUMN/PURLIN 26 INTERIOR COLUMN/BASE PLATE COLUMN CONNECTION DETAIL HEADER CONNECTION DETAIL CONNECTION DETAIL CONNECTION DETAIL CONNECTION f a N W A � z �z >_ w zz 0 00w � z � o0 o E� p U a Z z 0 a a � Date 2/23/22 Drawn by JMN Scale 1/2" = 1'-0" Plan No. P52167 Order No. 246257 & 246258 Sheet No. c 1 0 ey 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS 0 POWDER ACTUATED ANCHORS (BY OTHERS � BASE PLATE REFERENCE HOLES 100 7". 9". 11" 8" 12" PURLINS: PART # INDEX REVISION Dat"\ e STEP 1. POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED HOLES AT THE CENTER OF THE BASE PLATES ARE USED AS A AID TO 7" (AS SHOWN) and 9" PURLINS HAVE TWO—BOLT CONNECTIONS ON EACH END. PART# DESCRIPTION USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES). 11" AND 12" PURLINS REQUIRE THREE—BOLT CONNECTIONS ON EACH END. REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED 102702 sill late sealer, 3.5" x 25'-0" roll REQUIREMENTS of ANSI STANDARD, B212.15. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW $$ COLUMN BASE PLATE ORIENTATION 5050020012 12 a. Interior base plate STEP 2. ANCHORING AS SPECIFIED, ALL CORRIDOR LOCATIONS REQUIRE THE BASE PLATES TO BE ORIENTED AS REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR SHOWN IN DETAIL. NO PART OF THE BASE PLATE SHOULD PROTRUDE INTO 5050020112 12 a. DBL. jamb base plate VACUUM. THE CORRIDOR AREA. SEE CORRIDOR FLOOR PLAN FOR PROPER CORRIDOR 5050022218 18 a. DBL. jamb clip STEP 3. 34 PURLIN ORIENTATION LOCATIONS AND COLUMN ORIENTATION. SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE THE PURLINS ARE ORIENTATED AS SHOWN. THE WEBS OF THE PURLIN AND 5050047212 12 a. urlin clip MAXIMUM TORQUE, TiwsrM�x OR TIMPACT.MAX RESPECTIVELY FOR THE SELECTED ANCHOR INTERIOR COLUMN WILL FALL ON THE STRUCTURAL LINE. THE OPEN CAVITY 95 RAFTER A 5-0 PURLIN SPAN 5950000518 18 a. PT. support iamb 10'-4" DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE OF THE PURLIN AND INTERIOR COLUMN SHOULD FACE THE EAVE OF THE HOLES LOCATED ON TOP OF THE RAFTER ARE FOR REFERENCE ONLY. 5970000363 18 a. DBL. jamb 10'-4" IWHT IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. BUILDING THESE REFERENCE HOLES ARE USED TO ACURATELY POSITION THE STEP 4. CHANNEL, BETWEEN THE REF. HOLES, THAT RUNS ALONG THE 5-0 5987001018 18 a. PT. rake angle, 16' Ion DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO RAFTERS. 5987001618 18 a. PT. rake angle, 11' Ion CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT 5992020514 14 a. interior column 3.63" x 2" 15' EV SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. 5992020714 14 a. interior column 3.63" x 2" 20' EV 5992020914 14 a. interior column 3.63" x 2" 25' EV 5992021114 14 o. interior column 3.63" x 2" 30' EV 5995130912 12 a. interior column 3.63" x 2" 5' EV 5995132412 12 a. interior column 3.63" x 2" 10' EV M L K J T H G F E D C B YA C1.0 5050047215987001018 5987001618 2 5050047212 5987001618 5987001618 1 ( \� 5050047212 5050047212 '/ \1 ` ' 1\ / OF N � "fl � IlCib �r � 388012200 CO A 0E A. DOOR - IDEWALL DOOR 5992020714 SIDEWALL 22.0l3./ ' ' UNER PANEL a i s. 5995130912 5995132412 5992020514 5992020714 5992020914 5992021114 5992020914 5992020514 5995132412 5995130912 O � SS10 r u 505002221 CORRIDOR 1 LOCATION 5 Q 50500222 U 5950000518 597000036 5950000518 597000036J y y W F' n o 4 C1.0 4 5050020112 C1.0 26 C1.0 26 @\'�' C1.0 i ------------- 5050020112 ` C1.0 � o � E ' Q.Ol 5050020012 \ \ \ ( ICD o oa>z — a cn _3r It I "N I / —————————————— o 5 —0 5 0 5 —0 5 —0 5 —0 5 —0 5 —0 5 —0 8 4—4 5 —0 5 —0 5 —0 Lo °k' m 60'-0" u ` a ¢ 4 INTERIOR WALL FRAMING ELEVATION — TYP BLDG 3 M ^ L K J I H G F E 1 D C B ^ A 3 +27 28 Ci.0 7 28 ,_ \ C1.0 ON OPPOSITE — / \ 5050047212 5050047212 \ 5987001618 SIDE OF WALL / � I 5987001018 5987001618 ( 1 � � \ 1 INSTALL RAKE ANGLE AT UNDERSIDE OF PURLIN ON BOTH SIDES OF INSULATED TRANSVERSE WALLS I ( REMOVE TOP LEG OF E LOWER RAKE ANGLE BACK I I TO LONGITUDINAL WALL .K:.. II DOO II I I 388012200 II _ DO SID WALL 5985000818 i i S DOEWALL UNER PANEL � II I 59911020116 5992020314 I 1 5992020514 5992020714 5992020914 5992021114 5992020914 5992020714 5992020514 5995132412 5995130912 0 _iN IIri RECESSED ENTRY I I CORRIDOR500 I LOCATION Q 505002221 II I Q 5950000518 597000036 Z E 50022218 I C770000363 I w 5994000316 8 x I I C1.0 W I i C1.0 ,\ 26 26 5050020112 C1.0 W W ------------ - 102702 5911002118 /� \ / � C1.0 C1.0 � 5911001214 102702 1 I—LOCATION OF INSULATED 5050020012 Q1 5050020012 \ / \ 1 I LONGITUDINAL WALL / ` ( I \ 1 \ ( I Imo+ ,z 5050020112 0 1 1 �-+ � 5. � o E-4 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 8" 4'-4" \\ 5'-0" 5'-0" 5'-0" \\—` 0 60'-0" z o INTERIOR WALL FRAMING ELEVATION — COLUMN LINE 8 BLDG 3 pq B PART # INDEX PART# INDEX o 0 0 PART# DESCRIPTION PART# DESCRIPTION ,.,_, 102702 sill late sealer, 3.5" x 25'-0" roll 5995130912 12 a. interior column 3.63" x 2" 5' EV o E"' W 388012200 18 a. partition channel 10'-2" Ion 5995132412 12 a. interior column 3.63" x 2" 10' EV a as N 5050020012 12 a. Interior base late o U Z 5050020112 12 a. DBL. jamb base plate o 5050022218 18 a. DBL. iamb clip Date 5050047212 12 a. purlin clip 2 23 22 5911001214 14 a. EXT. wall base track 3.88" x 4'-8.5" long Drawn by 5911002118 18 a. to base track 3.88" x 4'-7" lonq JMN 5950000518 18 a. PT. support jamb 10'-4" Scale 5970000363 18 a. DBL. iamb 10'-4" IWHT 5985000818 18 a. EXT. in 4'-8 1 2" Ion 1/2" = 1'-0" Plan Na. 5987001018 18 a. PT. rake angle, 16' long P52167 5987001618 18 a. PT. rake angle, 11' Ion Order No. 5991020116 16 a. EW column 3.63" x 1.5" 5'-0 EV 5992020314 14 a. interior column 3.63" x 2" 10' EV 246257 & 24625�3 5992020514 14 a. interior column 3.63" x 2" 15' EV Sheet Na. 5992020714 14 a. interior column 3.63" x 2" 20' EV 5992020914 14 a. interior column 3.63" x 2" 25' EV c 1 5992021114 14 o. interior column 3.63" x 2" 30' EV • 5994000316 16 a. BSW column 3.63" x 1.5" 10-4EV REVISION Date 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS p� POWDER ACTUATED ANCHORS (BY OTHERS BASE PLATE REFERENCE HOLES 1ao 7«. 9». 11« 12" PURLINS: STEP 1. POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED HOLES AT THE CENTER OF THE BASE PLATES ARE USED AS A AID TO 7" (AS SHOWN) and 9" PURLINS HAVE TWO—BOLT CONNECTIONS ON EACH END. USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES). 11" AND 12" PURLINS REQUIRE THREE—BOLT CONNECTIONS ON EACH END. REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED REQUIREMENTS OF ANSI STANDARD B212.15. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW $$ COLUMN BASE PLATE ORIENTATION STEP 2. ANCHORING AS SPECIFIED, ALL CORRIDOR LOCATIONS REQUIRE THE BASE PLATES TO BE ORIENTED AS REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR SHOWN IN DETAIL. NO PART OF THE BASE PLATE SHOULD PROTRUDE INTO VACUUM. THE CORRIDOR AREA. SEE CORRIDOR FLOOR PLAN FOR PROPER CORRIDOR STEP 3. 34 PURLIN ORIENTATION LOCATIONS AND COLUMN ORIENTATION. SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE THE PURLINS ARE ORIENTATED AS SHOWN. THE WEBS OF THE PURLIN AND MAXIMUM TORQUE, TiNsrM�x OR TiMPACTMAX RESPECTIVELY FOR THE SELECTED ANCHOR INTERIOR COLUMN WILL FALL ON THE STRUCTURAL LINE. THE OPEN CAVITY 95 RAFTER 0 5-0 PURUN SPAN DIAMETER AND EMBEDM NT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE OF THE PURLIN AND INTERIOR COLUMN SHOULD FACE THE EAVE OF THE HOLES LOCATED ON TOP OF THE RAFTER ARE FOR REFERENCE ONLY. IMPACT WRENCH. MOUNT THE SCREW' ANCHOR HEAD INTO THE SOCKET. THESE REFERENCE HOLES ARE USED TO ACURATELY POSITION THE STEP 4. BUILDING CHANNEL, BETWEEN THE REF. HOLES, THAT RUNS ALONG THE 5-0 DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO RAFTERS. CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. M L T J I H G F E D C T T Cl.0 3 1 INSTALL RAKE ANGLE AT UNDERSIDE OF PURLIN ON BOTH SIDES OF _ C1.0 Cl O0 i — INSULATED TRANSVERSE WALLS 5987001618 Cl. // \ 5987001618 5050047212 5987001618 5050047212 ,\ � 5987001018 5987001618 � � � /� INSTALL RAKE ANGLE AT UNDERSIDE I _ OF PURLIN ON BOTH SIDES OF INSULATED TRANSVERSE WALLS EMOVE TOP LEG OF n � LOWER RAKE ANGLE BACK TO LONGITUDINAL WALL C� " 388012200 a 4In= 1ID00 DOOR I IIDEWALL SIDEWALL 2.03./92020714 ., f LINER PANEL 099MJ13: 5992020114 I 5992020914 C 5992020314 15992020514 5992020714 5992020914 5992021114 5992020514 5995132412 5995130912 Ot' s� I I Ci '- II CORRIDOR LOCATION <¢ 505002221 i V 5950000518 597000036CID Q) 5994000316 I � _ 5050022218 I 3 o 0 5970000363 4 I I 8 � 2 4 w IQ-, Cl.0 C1.0 C1.0 I— r 6 C1.0 07 � �- ; .6C) E // \ 5911002118 I I i ------------- �� 26 26 5050020112 ,� \ � ti ° ° co a. / \ ( CL I�LOCATION OF INSULATED / \ / \ C1.0 C1.0 `o ` o b t 5050020012 01 5050020012 \ / \ 4 0 ° U 2 a, ' 102702 I LONGITUDINAL WALL I 1 Z a o a 505002 112 1 I I \ \ ( o o �, -1 a� 1 1 I _ Q_ ` 3 _J 5'-0" 5'-0" 5'-0" 5'—O" 5'-0" 5'-0" 5'-0" 5'-0" 8" 4'-4" 5'-0" 5'-0" 5'-0" _ w �' S c 60'-0" Q Q A INTERIOR WALL FRAMING ELEVATION — COLUMN LINE 4 BLDG 3 b PART # INDEX PART# DESCRIPTION 102702, sill late sealer, 3.5" x 25'-0" roll 388012,200 18 a. partition channel 10'-2" Ion 5050020012 12 a. Interior base plate 5050020112 12 a. DBL. lamb base plate f 5050022218 18 a. DBL. iamb clip 5050047212 12 a. purlin clip 5911002118 18 a. to base track 3.88" x 4'-7" Ion v 5950000518 18 a. PT. support iamb 10'-4" 5970000363 18 a. DBL. iamb 10'-4" IWHT 5987001018 18 a. PT. rake angle, 16' Ion 5987001618 18 o. PT. rake angle, 11' Ion 599202.0114 14 a. interior column 3.63" x 2" 5' EV 599202.0314 14 a. interior column 3.63" x 2" 10' EV 5992020514 14 o. interior column 3.63" x 2" 15' EV 599202.0714 14 a. interior column 3.63" x 2" 20' EV 5992020914 14 o. interior column 3.63" x 2" 25' EV 599202.1114 14 a. interior column 3.63" x 2" 30' EV 5994000316 16 a. BSW column 3.63" x 1.5" 10-4EV 5995130912 12 a. interior column 3.63" x 2" 5' EV U1 z 5995132412 112ga. interior column 3.63" x 2" 10' EV Fi W L� W o z z P4 w zz 0 0� 0 o 04 H � � E_ h 0� U Z U �z o � a Date 2/23/22 Drown by JMN Scale 1/2" = 1'-0" Plan No. P52167 Order No. 246257 & 246258 Sheet No. C 1 . 2 ey 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS 0� POWDER ACTUATED ANCHORS (BY OTHEW � BASE PLATE REFERENCE HOLES 88 COLUHN BASE PLATE ORIENTATION PART # INDEX REVISION Dote STEP 1. POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED HOLES AT THE CENTER OF THE BASE PLATES ARE USED AS A AID TO ALL CORRIDOR LOCATIONS REQUIRE THE BASE PLATES TO BE ORIENTED AS PART# DESCRIPTION USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES). SHOWN IN DETAIL. NO PART OF THE BASE PLATE SHOULD PROTRUDE INTO 5050000918 18 a. rid a channel rafter REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED THE CORRIDOR AREA. SEE CORRIDOR FLOOR PLAN FOR PROPER CORRIDOR REQUIREMENTS OF ANSI STANDARD B212.15. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW LOCATIONS AND COLUMN ORIENTATION. 5050001016 16 a. ridge hat channel STEP 2. STUB HEADER AND COLUMNS REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR ANCHORING AS SPECIFIED. 60 STUB HEADERS AND STUB COLUMNS ARE REQUIRED TO SPAN A BAY WHERE AN INTERIOR 95 RAFTER A 5-0 PURLIN SPAN 5050001116 16 a. purlin to rafter clip VACUUM. COLUMN TO SUPPORT THE PURLIN IS NOT DESIRED. THE STUB HEADER MUST BE FIELD HOLES LOCATED ON TOP OF THE RAFTER ARE FOR REFERENCE ONLY. 5050020012 12 a. Interior base plate STEP 3. LOCATED SO THAT THE PURLINS ARE LEVEL AND IN THE SAME PLANE AS THE ADJACENT THESE REFERENCE HOLES ARE USED TO ACURATELY POSITION THE SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE 34 PURLIN ORIENTATION THE PURLINS ARE ORIENTATED AS SHOWN. THE WEBS OF THE PURLIN AND PURLINS TO MAINTAIN A UNIFORM ROOF PITCH. TEK-SCREW THE STUB HEADER TO THE CHANNEL, BETWEEN THE REF. HOLES, THAT RUNS ALONG THE 5-0 5050020112 12 a. DBL. iamb, base late MAXIMUM TORQUE, TINST►AX OR TjmpA=.mAx RESPECTIVELY FOR THE SELECTED ANCHOR INTERIOR COLUMN WILL FALL ON THE STRUCTURAL LINE. THE OPEN CAVITY INTERIOR COLUMNS OR SIDEWALL SUPPORTS. THE STUB COLUMN do STUB HEADER WILL BE RAFTERS. 5050022218 18 a. DBL. iamb clip DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE OF THE PURLIN AND INTERIOR COLUMN SHOULD FACE THE EAVE OF THE FASTENED THROUGH THE BOLT HOLES PROVIDED. (UNLESS NOTED) PLACE THE STUB 100 7". 9". 11" 12" PURLINS: 5050047212 12 a. urlin clip IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. BUILDING COLUMN IN THE HOLES THAT ALIGN THE COLUMN AND PURLIN WEBS IN THE SAME PLANE. STEP 4. THE STUB HEADER WEB SHOULD BE INSTALLED ON THE STRUCTURAL LINE OF THE 7" (AS SHOWN) and 9" PURLINS HAVE TWO-BOLT CONNECTIONS ON EACH END. 5950000518 18 a. PT. support iamb 10'-4" DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO COLUMNS. 11" AND 12" PURLINS REQUIRE THREE-BOLT CONNECTIONS ON EACH END. 5970000363 18 a. DBL. iamb 10'-4" IWHT CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT 5987001018 18 a. PT. rake angle, 16' Ion SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. 5992020514 14 a. interior column 3.63" x 2" 15' EV 5992020714 14 a. interior column 3.63" x 2" 20' EV 5992020914 14 a. interior column 3.63" x 2" 25' EV 5992021014 14 a. interior column 3.63" x 2" 27.5' EV 5995130912 12 a. interior column 3.63" x 2" 5' EV 5995132412 12 a. interior column 3.63" x 2" 10' EV M L K J I H G.5 G F.5 F E D 3 B A C1.0 27 8 27 8 C1�.0 C1.0 - 27 8 C1.0 5050047212 i 5050047212 5050047212 � � �\ 5987001018 5939003116 - �I 5987001018 I\ I 1 5987001018 I 5987001018 I \ 5938000318 13 12 DOO DOOR SIDEWALL C1.0 C1.0 SIDEWALL A I Howa FESSIO 5995130912 5995132412 5992020514 5992020714 5992020914 5992021014 5992021014 5992020914 5992020714 5992020514 5995132412 5995130912 O _EL3 ci 505002221 CORRIDOR 505002221 597000036 5950000518 LOCATION 5950000518 597000036 U rn y y FJ F' C)2g ----C-8--------- ` W 6vE, a 1.0 1.0 o 50500201125050020112 26 k 26 C1..0 / .0 \ oc a Z c I i I I I I 1 1 I J i GO Q� CIO Lo 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 2'-6" 5'-0" 2'-6" 5'-0" 5'-0" - 5'-0" 5'-0" 5'-0" Ljj 3 k m 60'-0" INTERIOR WALL FRAMING ELEVATION - TYP BLDG 4 ¢ U M L K J I H G.5 G F.5 F E D C B A 3 7 28 C1.0 C1.0 ON OPPOSITE 5987001018 i \` 5050047212 5050047212 I I � \\ SIDE OF WALI_ 5987001118 I 5939003116 - I 5987001018 I \ 5987001118 I �� I\ i 5987001018 i\ � I\\ ; ��, . . INSTALL RAKE ANGLE AT UNDERSIDE OF PURLIN ON BOTH SIDES OF 5938000318 13 12 INSULATED TRANSVERSE WALLS C1.0 C1.0 DOOR SIDEWALL hk DOOR 5985000818 SIDEWALL I C'991020116 5992020314 5992020514 5992020714 5992020914 5992021014 5992021014 5992020914 5992020714 5992020514 5995132412 5995130912 O a IN u �r RECESSED ENTRY I 00 CORRIDOR 505002221 Z LOCATION 5950000518 597000036 � H E-+ 5050022218 5970000363 5994000316 8 2 4 a C1.0 C1.0 1.0 26 26 5050020112 C W W -- -------------- 102702 --- , C1.0 C1.0 I E 5911001214 5050020012 �\ 01 5050020012 \\ \ \ �\ '��" I 1 I 5050020112 I\ o I I \I \1 I I In \ 7------------------------ 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 2'-6" 5'-0" 2'-6" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" Z Z ►-? (' 60'-0" O 0 W O 0 W B INTERIOR WALL FRAMING ELEVATION - COLUMN LINE 7 BLDG 4 z � 0 0 0 PART # INDEX PART # INDEX o F O v a PART# DESCRIPTION PART# DESCRIPTION .a Z 0 E-1 EW-� 102702 sill late sealer, 3.5" x 25'-0" roll 5992020914 14 a. interior column 3.63" x 2" 25' EV U Z 5050020012 12 a. Interior base plate 5992021014 14 a. interior column 3.63" x 2" 27.5' EV ° 5050020112 12 a. DBL. iamb, base plate 5994000316 16 a. BSW column 3.63" x 1.5" 10-4EV 5050022218 18 a. DBL. iamb clip 5995130912 12 a. interior column 3.63" x 2" 5' EV Date 2/23/22 5050047212 12 a. purlin clip 5995132412 12 a. interior column 3.63" x 2" 10' EV 5911001214 14 a. EXT. wall base track 3.88" x 4'-8.5" Ion Drawn by JMN 5938000318 18 a. stub header, 5'-0" long 5939003116 16 a. stub COL. 1'-5.5" long Scale 1/2" = i'-O" 5950000518 18 a. PT. support iamb, 10'-4" 5970000363 18 a. DBL. iamb, 10'-4" IWHT Plan No. 5985000818 18 a. EXT. in 4'-8 1 2" longP52167 5987001018 18 a. PT. rake angle, 16' long Order No. 5991020116 16 a. EW column 3.63" x 1.5" 5'-0 EV 246257 & 246258 5992020314 14 a. interior column 3.63" x 2" 10' EV Sheet No. 5992020514 14 o. interior column 3.63" x 2" 15' EV 5992020714 14 a. interior column 3.63" x 2" 20' EV C1e3 01 INSTALLATION PROCEDURE'S FOR CONCRETE SCREW ANCHORS POWDER ACTUATED ANCHORS (BY OTHERS 21 PARTITION SUPPORT AT BLANK ENDWALL 95 RAFTER 0 5-0 PURLIN SPAN REVISION By STEP 1. POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED PARTITION SUPPORT ARE ONLY REQUIRED AT AN INTERIOR PARTITION WALL. HOLES LOCATED ON TOP OF THE RAFTER ARE FOR REFERENCE ONLY. Dote USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS SEE FLOOR PLAN FOR LOCATION AND QUANTITY. LINE UP THE BOTTOM THESE REFERENCE HOLES ARE USED TO ACURATELY POSITION THE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED BOLT HOLE WITH THE BOTTOM ENDWALL GIRT AND FIELD CUT SUPPORT CHANNEL, BETWEEN THE REF. HOLES, THAT RUNS ALONG THE 5-0 REQUIREMENTS OF ANSI STANDARD B212.15. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & CONCRETE SCREW JUST BELOW PURLIN. YOU WILL NEED TO FIELD NOTCH SUPPORT TO ALLOW RAFTERS. STEP 2. ANCHORING AS SPECIFIED, FOR THE TOP TEC-SCREW CONNECTION. REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR gg CLIP — PURLIN TO RAFTER STEP 3. 19 PARTITION SUPPORT AT BLANK WALL THE RAFTER CLIP WILL NEED TO SIT APPROXIMATELY 1/4" IN-BETWEEN SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN OS FIELD CUTTING THE ENDWALL COLUMNS FOR THE BOLT HOLES TO LINE UP. MAXIMUM TORQUE, T OR T . RESPECTIVELY FOR THE SELECTED ANCHOR INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS » I MAX IMPACT NAX REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY OF BLANK SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT 100 7 . gm, 11 & 12 PURUNS: DIAMETER AND EMBEDDMM ENT. ATTACH i4N APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED 7" (AS SHOWN) and 9" PURLINS HAVE TWO-BOLT CONNECTIONS ON EACH END. IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS 11" AND 12" PURLINS REQUIRE THREE-BOLT CONNECTIONS ON EACH END. STEP 4.DRIVE THE ANCHOR INTO THE MOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR DIRECTION. GOOD QUALITY & ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. PLAN FOR PARTITION CHANNEL PART NUMBERS. NEEDED AND PROVIDE FOR A GOOD APPEARANCE. NOTE: RIGHT SIDE SHOWN, LEFT SIDE MIRROR THIS DETAIL. � NOTE: LEFT SIDE SHOWN, RIGHT SIDE MIRROR THIS DETAIL NOTE: LEFT SIDE SHOWN, RIGHT SIDE MIRROR THIS DETAIL. NOTE: LEFT SIDE SHOWN, RIGHT SIDE MIRROR THIS DETAIL. tructural 760600 21 SUPPORT, BEW ine SIDEWALL I VIEW SIDEWALL ructural SIDEWALL tructural VIEWIEW ine Tiine STARTER JAMB tructural ENDWALL 21 SUPPORT, BEW ' i ine 00 PURLIN ANGLE SILL PLATE SEALER 760110 ine i NOTE: SEE ROOF i 1 GIRT 760300 ine o CHANNEL COLUMN STARTER JAMB FRAMING PAGE FOR CORRECT PURLIN i AT ENTERS a o EAVESPAN 7 CENTERS 760110 COLUMN ORIENTATION. i ° <' c ° COLUMNS a ° COLUMNS — - �' a a 0 0 760300 RAKE i i 760300 NOTE: BEND TAB e ANGLE AROUND CORNER AFTER1000, ° NOTE: THIS 1DETAIL SHOWS - INSTALLATION a 760300 i e � THE HOLES TO USE WHEN 00 � �� JAMB CLIP NOTCH TRACK JAMB CLIP COLUMNS ARE ON A 760110 760600 JAMB CLIP "�OF ~- P PPROX FOUNDATION WITHOUT A p ;� O � l NOTCH. 760110 02 TRACK GIRT BASE PLATE C? 760300 ® WRENCH HOLES 760110 0 0 760300 760110 760300 STARTER JAMB CONCRETE SCREW ��. jHowaj COLUMN 760110 760300 VIED WALL RAKE 02 TRACK c GIRT ' NOTE: ONLY ONE BOLT ANGLE REQUIRED AT EACH GIRT FIELD CUT 22.03. ' TION TO BOLT VIEW ALL COLUMNS TOGETHER.R. COLUMN O1 21 SUPPORT, BW CONCRETE SCREW Ol 01 CONCRETE SCREW ENDWALL tructural e tUrQ tructural VIEW ENDWALL tructural ENDWALL \ �. VIEW ine VIEW ine VIEW ENDWALL COLUMN, PURLIN , ine COLUMNS TO TRACK STARTER JAMB TOP CONNECTION GIRT TO STARTER JAMB TRACK TO STARTER JAMB WITH RAKE ANGLE CONNECTION 2 COLUMNS TO GIRT CONNECTION 3 CONNECTION 4 AT CORNER 5 CONNECTION 6 NOTCHED ENDWALL C rn DOOR FRAME NOT SHOWN. Note: clip can be used on 3 0 SUBFRAME MUST BE ATTACHED DOOR LEAF NOT SHOWN. MUST 760600 inside of subframe when w ao 760100 TO DOOR FRAME PRIOR COLUMNS ATTACH SUB-FRAMES TO DOOR TO JAMBS PRIOR TO DOOR PLACEMENT installed on an opposite 760300 LOCATING DOOR INTO ROUGH handed situation. �� F- r ° � OPENING AT ROUGH OPENING. �� V) •� w a E 760600 i� �I �� J INTERIOR ° a o m i i � °jQ a GIRT FIELD LOCATE 760100 760600 (� � � Z o ° � e HEADER GIRT �i — ° 760300 SUB-FRAME �� �� I SUB COLUMN 0 J a m / I 760600 DOOR JAMB N2) c a, o, o DOOR-JAMB / / � 5 PtCS m o, '� ck� co ") o .° O ® a �� 5050027516 U a ° Z ;� \ E o COLUMN (j o a a HEADER GIRT a �` .� SUB COLUMN H F- •`� �- "� �- a o ee� TRACK 760300 760110 THRESHOLD TRACK EW COLUMNS b b FIELD CUT ` 760600 C5 5500,27516 760600 dRTS& TRACK ° ® ° 760600 GIRT & TRACK EXTERIOR ° ® GIRT FIELD CUT SUB-FRAME GIRT CONNECTION SUB -FRAME COLUMN @ GIRT CLIP CONNECTION SECTION THRU SUB COLUMNS 1 11 TRACK CONNECTION 1 2 @ SUB COLUMN 1 3 & SWING DOOR JAMB w z o o RAKE ANGLE a Z NOTE: BOLT HERE ON EW PURLIN FOUNDATION WITHOUT z z A NOTCH, AS SHOWN. C) RAKE ANGLE 0 W GIRT CV O z O � x � � � olJ 14 A I; x z o GIRT Date COLUMN 2/23/22 Drawn by JMN Scale 1/2" = 1'-0" SILL PLATE SEALER Plan No. P52167 Order No. 246257 & 246258 (D BLANK ENDWALL SECTION Sheet No. C2 * 0 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS 0� POWDER ACTUATED ANCHORS (BY OTHERS 21 PARTITION SUPPORT AT BLANK ENDWALL 95 RAFTER ® 5-0 PURLIN SPAN PART # INDEX REVISION ay STEP 1. POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED PARTITION SUPPORT ARE ONLY REQUIRED AT AN INTERIOR PARTITION WALL. HOLES LOCATED ON TOP OF THE RAFTER ARE FOR REFERENCE ONLY. Date USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS SEE FLOOR PLAN FOR LOCATION AND QUANTITY. LINE UP THE BOTTOM THESE REFERENCE HOLES ARE USED TO ACURATELY POSITION THE PART# DESCRIPTION REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED BOLT HOLE WITH THE BOTTOM ENDWALL GIRT AND FIELD CUT SUPPORT CHANNEL, BETWEEN THE REF. HOLES, THAT RUNS ALONG THE 5-0 102702 sill late sealer, 3.5" x 25'-0" roll REQUIREMENTS OF ANSI STANDARD B212.15. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW JUST BELOW PURLIN. YOU WILL NEED TO FIELD NOTCH SUPPORT TO ALLOW RAFTERS. 5050020412 12 a. STR. jamb, base late STEP 2. ANCHORING AS SPECIFIED. FOR THE TOP TEC-SCREW CONNECTION. REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR 96 CUP - PURLIN TO RAFTER 5050022316 16 a. STR. jamb clip VACUUM. 19 PARTITION SUPPORT AT BLANK WALL STEP 3. THE RAFTER CLIP WILL NEED TO SIT APPROXIMATELY 1 4" IN-BETWEEN 5050027516 16 a. PDL door clip, 4" x 2" x 1.5" SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN 08 FIELD CUTTING THE ENDWALL COLUMNS FOR THE BOLT HOLES TO LINE UP. MAXIMUM TORQUE, T OR T RESPECTIVELY FOR THE SELECTED ANCHOR INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS 5911000214 14 a. EXT. wall base track 3.88" x 5' Ion DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET DRIVER TO THE REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY OF BLANK SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT 100 7". 9". 11~ 12" PURLINS: 5911000414 14 a. EXT. wall base track 3.88" x 4'-4 Ion IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. / SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED 7""(AS SHOWN) and 9" PURLINS HAVE TWO-BOLT CONNECTIONS ON EACH END. 5974000563 18 a. STR. iamb, RH 10'-4" IWHT STEP 4. FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS 11 AND 12 PURLINS REQUIRE THREE-BOLT CONNECTIONS ON EACH END. DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND 5974000663 18 a. STR. jamb, LH 10'-4" IWHT CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR DIRECTION. GOOD QUALITY do ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK 5985000218 18 a. EXT. in 4'-11 1 4" Ion SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. PLAN FOR PARTITION CHANNEL PART NUMBERS. NEEDED AND PROVIDE FOR A GOOD APPEARANCE. 5985000518 18 a. EXT. girt, 4'-4" Ion 5987001118 18 a. PT. rake angle, 21' Ion 5991020116 16 a. EW column 3.63" x 1.5" 5'-0 EV 5991020316 16 a. EW column 3.63" x 1.5" 10'-0 EV 5991020516 16 a. EW column 3.63" x 1.5" 15'-0 EV 5991020716 16 a. EW column 3.63" x 1.5" 20'-0' EV 5991020916 16 a. EW column 3.63" x 1.5" 25'-0 EV 5991021116 16 a. EW column 3.63" x 1.5" 30'-0 EV M L K J T H G F E D 5994000318 18 o. BSW column 3.63" x 1.5" 10-4EV 4 C 5996000516 16 a. PDL Subcolumn 4.75 x 7'-0" long C2. -_ \ 8 5987001118 A B 1 YA 4 2. C2. I \ I 5994000318 5987001118 p -.:�_ 5987001118 I 5994000318 5 2 5050020412 05002041 5050022316 5050022316 I t IjHvvv 5974000563 l 5050027516 5974000663 / 22.03If --- r 599102071B 5991020116 10 12 Lr � 090 DOOR - 2. 2. IDEWALL DOOR n 5sss0005ls o Q I SIDEWALL b 5 13 v I 2 -I I I G'2• N2.gr = 5991020916 5991020716 Q 5991020516 5991020316 2• U -� 5991021116 j C rn � � 5985000218 I� � 5985000518 W a i i ROUGH OPENING w s o o � L a I BASED ON DOOR 3 to ° o `o °0 � 11 OR WINDOW C2. cD a Q)z Z u \�� 102702 2• SPECIFICATIONS 102702 Z o \\ 0 5911000214 �l 02 5911000414 I ITz I I m cl� C-3 � o 1 LLj -- 5'-0" 5'-0" 5'-O" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 8" 4'-4" 5'-0" 5'-0" 5'-0" �V U Q 60'-0" I- co �` °�° CD `o A BLANjr END WALL FRAMING ELEVATION - 3 M L K J I H G.5 G F.5 F E D C TB YAA , \� 4 1 C2. �� 5987001118 5939003116 9 (SIMILAR) A 2 C2. I I l i 5987001018 5987001018 5994000318 5938000318Pin RCO sIM. I I I I5050020412 5050020412 I Lj 11 5050022316 5050022316 I 5050027516 5974000663 5974000563 l _ 1 5991020116 G 10 12 DOOR 2• 2• / ` ---DOOR � SIDEWALL n SIDEWALL I Z 5996000516 110 I O w I I 5 5991020116/� �\�\ 5985000218 I 5991020716 II I C2 �\ 5 5991020516 � 5991020316 5991121016 C2• 7132• Ir 2. o z ROUGH OPENING �� ,� \i z Z DIMS & LOCATIONS - 3 �� ' 6 O a BASED ON DOOR p W w 2•1 � 11 OR WINDOW C2. C2. � 2• SPECIFICATIONS /� �� /� 0 \I 2 5911000214 / \i i \I c z 1 I I I .. E_ n000514�/n . 6" 4'-0" 6" . �\ �� �\ �, a - Li 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 2'-6" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"59 2'-6" r 60+-0++ Date 2/23/22 B BLANK END WALL FRAMING ELEVATION - 4 PART # INDEX PART# INDEX Drawn by PART# DESCRIPTION PART# DESCRIPTION JMN 102702 sill late sealer, 3.5" x 25'-0" roll 5987001018 18 o. PT. rake angle, 16' long scale 1/2„ = 1'-0" 5050020412 12 a. STR. jamb, base plate 5987001118 18 o. T. rake angle, 21' Ion 5050022316 16 a. STR. 'amb clip 5991020116 16 a. EW column 3.63" x 1.5" 5'-0 EV Plan No. 5050027516 16 a. PDL door clip, 4" x 2" x 1.5" 5991020316 16 a. EW column 3.63" x 1.5" 10'-0 EV P52167 5911000214 14 a. EXT. wall base track 3.88" x 5' Ionq 5991020516 16 a. EW column 3.63" x 1.5" 15'-0 EV Order No. 5911000514 14 a. EXT. wall base track 3.88" x 2'-6" long 5991020716 16 a. EW column 3.63" x 1.5" 20'-0' EV 246257 & 246258 5938000318 18 a. stub header, 5'-0" long 5991020916 16 a. EW column 3.63" x 1.5" 25'-0 EV Sheet No. 5939003116 16 a. stub COL. 1'-5.5" long 5991121016 16 a. EW column 3.63" x 1.5" 27'-6 EV 5974000563 18 a. STR. 'amb RH 10'-4" IWHT 5994000318 18 a. BSW column 3.63" x 1.5" 10-4EV C5974000663 18 a. STR. jamb, LH 10'-4" IWHT 5996000516 16 a. PDL Subcolumn 4.75 x 7'-0" Ion 2 • 5985000218 118ga. EXT. girt, 4'-11 1 4" Ion In PART # INDEX REVISION By 34 03 STRAP CROSS BRACING PURLIN ORIENTATION Date PART# DESCRIPTION FASTEN STRAP WITH (4) #12 X -Y4" SELF DRILLING SCREWS, P/N 760600. AT EACH END. THE PURLINS ARE ORIENTATED AS SHOWN. THE WEBS OF THE PURLIN AND NOTE: OPPOSITE SIDE MIRRORS THIS DETAIL 478024000 16 a. strop bracing 20'-0" long 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 5050022016 111 brid in 1 purlin clip PLUMBED. ALL STRAPS ARE TO BE INSTALLED SO THEY ARE STRAIGHT do TIGHT (UNDER OF THE PURLIN AND INTERIOR COLUMN SHOULD FACE THE EAVE OF THE 03 760600 TENSION). REFER TO ROOF PLAN OR FLOOR PLAN FOR EXACT LOCATION AND PLACEMENT BUILDING 5900037116 16 a. SW s a1n channel 5'-0" long OF ALL BRACING. 5900037216 16 a. SW s aln channel 11I Ion 07 EAVE SPAN CHANNEL 4� HAT CHANNEL & RAFTER DETAILS DOOR JAMB WHEN INSTALLING THE EAVE SPAN CHANNELS START WITH A 5' CHANNEL FOLLOWED THE HAT CHANNEL AND RAFTER SYSTEM IS A STANDARD IN ANY ODD DOOR JAMB 1 5979000118 18 a. urlin bridging, 4'-9 1 4" Ion WITH 10' AND END WITH A 5' EAVE SPAN CHANNEL. CHANNELS WILL OVERLAP AT EACH WIDTH 1/4:12 BUILDING WHERE THE CORRIDOR RUNS DOWN THE CENTER 1 I 1 0 5987001118 18 a. PT. rake angle, 21' Ion END. SPAN CHANNELS SHOULD START AND END AT THE MIDPOINT OF A BAY WHENEVER OF THE BUILDING. SEE THE ENDWALL AND INTERIOR WALL PAGES RELATED 1I 6060000316 16 a. t ical urlin 9" x 3" x 10'-0" POSSIBLE. SEE ROOF FRAMING PLAN TO DETERMINE WHICH P/N'S TO START do END TO THIS BUILDING FOR THE CONNECTION DETAILS. 6060000916 16 a. typical urlin 9" x 3" x 9'-6" WITH. INSTALL BOLTS TO SPAN CHANNELS THROUGH TOP TRACKS OR HEADERS A 2'-0" OC. FIELD CUT EXCESS AT END OF RUN. 6060002316 16 a. typical urlin 9" x 3" x 9'-4" ine DOUBLE JAMB 060031516 16 a. typical urlin 9 x 3' x 10'-2" DOUBLE JAMB BASE PLATE 6060044716 16 a. t ical urlin 9" x 3" x 9'-2" BASE PLATE STRAP BRACING 6061000316 16 a. starter urlin 9" x 3" x 10'-0" 6061002316 16 a. starter urlin 9" x 3" x 9'-4" FIELD CUT 61045316 16 a. starter urlin 9 x 3" x 10'-1.75" TO LENGTH 062000316 16 a. endwall uriin 9 x 3" x 10'-0" PART. SUPPORT 1 C� 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 PART. SUPPORT tural ine 0 5 00037116 590003i216 900037216 5900037116 tructural tructural ine ine A n n '' II 11 II STRAP BRACING @ DBL JAMB DOOR JAMB CONNECTION DETAIL �� i' 6061045316 6062000316 606 02316 jl II / 6061045316 u 6062000316 6061045316 6062000316 �� �/ � 2 3- U i 1 U 2 ' / y ' CONNECTION DETAIL 1 y� NOTE: ACTUAL LAYOUT MAY MIRROR THIS DETAIL. 6061045316 6062000316 6060002316 II 6061045316 6062000316 6061045316 6062000316 STARTER JAMB �� NOTE: TYPICAL INTERIOR CONNECTION SHOWN, ENDWALL CONNECTION H// 6062000316� , 6061000316 6060002316 6062000316 6061000316 �/ STRAP BRACING I � � ` `• D u u u u u u � " u u u u 606200031 MIRRORS THIS DETAIL I _ � � PURLIN CORRECT PURLYl OTE: SEE OIN ORIENNG TATION. FOR FIELD CUT I 1 1 �'`• �dt�t 410 11 TO LENGTH 1 � I 760600 tine tural cr- ------------- ----------- --------�j — ----------------------- ---------------------------------------------- -------- ---- ---- ROOF STRAP E owatc# ---------------------------- ;,47 6062000316 . 6061000316 6060002316 1 6062000316 6061000316 I 1 6061000316 \� BRACING i 22. 3. 1 II 6060002316 II 6062000 6 FIELD CUT / 4C°Q 0ig0�ti,t3: � F 0620 316 6061000316 u u u 6060002316 6062000316 " 6061000316 u 6060002316 L 6061000316 " u u 8062 0316 4 TO �CTM H �" V • i �� I I I I � 1 1 1 ✓ 5987001118 606200031 6061000316 6060002316 ii 6062000316 6061000316 6060002316 � � 6061000316 �' 6062000 1.6 G " a n n n HH n n n n n al, II I 3 � / d c \� /� 606000031s II 11 \� �' S987001118 c a`' 5987001118 (TYPICAL UNLESS I I I I 606200 16 6062000 6 6061000316 NOTED) 60s0002316 I I 3' n n I 6062000316 n 6061000316 6060002316 o r\ o " 6061000316 / H f� N O RAKE ANGLE W w 6 2 0316 I I I n COLUMN ; 6061000316 6060002316 II 606200031s 6061000316 6060002316 II 6061000316 6 00316 COLUMN }. o o �H • // \\ ^ n n n n � � n n n n n c� � n n n / \ H i e tural � o � v� � � Q. 6062000316 6061000316 6060002316 6062000316 6061000316 6060002316 ; sosl oao31 s \ STRAP BRACING © PURLIN STRAP BRACING @ DOOR/BLANK o 606200031 n n CONNECTION CORNER CONNECTION DETAIL °' ON N II II mcl� �i 6061045316 606200031603 6060002316 � � 6062000316 6061000316 6062000316 6060002316 , � \� /� o X K n 5979000118 Q do /T�� 6061045316 6062000316 I1 I1 iT� 11 •�? �` "� o 0 6060002316 � � 6062000316 " 6061000316 6062000316 6060002316 � � C3• �� 760300 H 1 f n 7 r \n 7 7 r �i �H 760110 / `-- 478024000 II 1 1 II H 11 i 11 I I 1�—PURLIN I I I BRIDGING \ u I I u I u l I I Li / 2 (D"' 0 5 00037116 5900037216 7216 5900037116 5050022016 3. 160'-0" STARTER BAY STARTER BAY STARTER BAY m -® ROOF FRAMING PLAN BUILDING #3 1 D 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 —� 07 5 00037116 590003 216 900037216 5900037116 PURLIN j j j I I I I n1----PURLIN i I I i i i I I �.i \ 6060002316 5 \\ / II 1 1 II BRIDGING II 1 1 II II I I s - \\ 11 I I II H I 1 II II I I II II I I II \ / \ 6060002316 11 11 II I 11 6060002316 11 11 11 6060002316 11 I 3. C3• \ / B 1 r- ii IL r r lL 2 ii 1L (�1` I I I I I I �� \ , II II 11 II \ , PURLIN BRIDGING CONNECTION 11 1 1 ;�\ DETAIL / \ 6060002316 i1 6060002316 II it 6060002316 jj 6060002316 I1 NOTE: FIELD SCREW CLIP TO --- ' 6062000316 6061002316 1 1 6060031516 6061000316 6060000916 1 1 6061000316 6060000916 1 1 6060031516 6061000316 6060000916 1 1 6061045316 i' 6062000316 BLANK SIDEWALL COLUMN i yr `ir yI' Z\ 1 1 I I I I I \\ / SW COLUMN z \6062000316 6061002316 I 6060031516 6061000316 6060000916 1 1 6061000316 6060000916 I 6060031516 6061000316 6060000916 1 I 6061045316 \ 6062000316 CE0 1 i L o 0 1-4 s060000316 1 1 1 1 1 1 \\ o p'' 6062000316 6061002316 j j 6060031516 (TYPICAL UNLES 6061000316 6060000916 1 1 6061000316 6060000916 I 1 6060031516 6061000316 6060000916 1 1 6061045316 6062000316 , NOTED) � 5 760600 STUB POST HEADER 04 i i i \\ 5987001118 � � n n N n �n M , r �n n n w 6062000316 II II I I III II I I III I 1 III II/ II I I I III I I I I II 11 II 6061002316 1 II 6060031516 11 II 6061000316 11 6060000916 I I II 11 6061000316 I 6060000916 II 6060031516 II 6061000316 11 6060000916 I II 6061045316 II II 11 6062000316 G H H H IH t HI H H1 IH HI HI H H Ih Ih HI H H (� 6062000316 II II 6061002316 III 6060031516 II Il 6061000316 Il 6060000916 1111 11 6061000316 II II 6060000916 III 6060031516 1 II 6061000316 11 6060000916 1 I11 6061045316 II II II 6062000316 1 5050022016 Z 5987001118 1 II II II III II II II 1 III II II II I III II II II III II II II 6062000316 6061002316 ii 6060031516 6061000316 6060000916 � i 11 11 5987001118 � Z \ � � � 6061000316 � � 6060000916 II 6060031516 � � 6061000316 � 6060000916 II 6061045316 � � \ 6062000316 �i � O Z r n n n n n n r \\ i 0 C� W 1 n n n \ � C7 pi 6062000316 6061002316 it 6060031516 11 II II O �, 6061000316 6060000916 II 6061000316 6060000916 II 6060031516 606100031s 6060000916 II 6061045316 6062000316 5979000118 o H O iJ w O ' 6062000316 6061002316 j � 6060031516 6061000316 6060000916 11 II II / �� v " n al, ^ n " a � n 6061000316 n n 6060000916 a � 6060031516 " n 6061000316 " 6060000916 � � 6061045316 ^ ^ ��,i 6062000316 � II 11 I1 3 PURLIN BRIDGING CONNECTION Q 6 Date BSW COLUMN DETAIL 2/23/22 \ , II II II II 3• \ / \\ / 6060031516 6060044716 11 6060031516 6061000316 6060000916 11 6060031516 6061000316 6060000916 11 6060031516 6061000316 6060000916 11 6061045316 6062000316 \\ % K / z " � h " " ih T Drawn by \\\ ' ; ; ; ; `\ JMN /<\\ 6060031516 6060044716 II 6060031516 11 11 11 \ L II ^ 6061000316 " 6060000916 � � 6060031516 " 6061000316 " n 6060000916 11 6060031516 n " 6061000316 " 6060000916 11 6061045316 6062000316 �\\ Scale 11 1/8 l i I I I I 478024000 \\ 4 Plan No. 1 P52167 %� \\; 478024000 03 I I / \ C3. II II II II h�-` I I I I I I I I / \ � Order No. 2 STARTER BAY STARTER BAY STARTER BAY STARTER BAY STARTER BAY ' 246257 & 246258 0 5 00037116 59000372'I� 5900037216 5900037116 Sheet No. C3. 2011 ROOF FRAMING PLAN BUILDING 4 C3 * 0 REVISION ay Date T C2 3 4 5 6 7 8 9 10 11 12 13 14 15 7- 15987001618 17 3 PART# INDEX C1.0 PART# DESCRIPTION A ---- ---------- ---------- ---------r --------- --------- ----- --------------------- ---------- ---------- ---------- ---------- ---------- — --------- 5987001018 18 a. PT. rake an le 16' Ion 1 I 5987001118 18 a. PT. rake an le 21' Ion II 1 I 118ga. PT. rake angle, 11' Ion II B I INSTALL RAKE ANGLE AT UNDERSIDE OF PURLIN ON BOTH SIDES OF INSULATED TRANSVERSE WALLS II 3 3 5987001118 5987001118 5987001118 5987001118 f 5987001618 C1.0 � D (TYPICAL UNLESS NOTED) i II II '`�H' --------------------------------------- owa---------- ----------T----------T----------m------------ 03. � F I I �'. FESSt • II II II II II II 11 II 11 5987001118 1 1II II 11 (5987001118)-- 5987001118 c '�', � II — 5987001018 11 II II II V) � 6 .� C � 5987001018 ° II Q- 3 a 5987001018 5987001018 I U cL °' °' Q o ° 5987001018 5987001018 jj 5987001018 5987001018 5987001018 III 5987001016 5987001018 5987001018 _Z J I 5987001018 1 1 II 11 a e �I C II I ~ o akin a (0 , 3 I II 5987001118 -► 5987001118 � � I I •� �. ° <r o 'o `1 I I 1 1 5987001118)-- - 5987001118 � .� L � � II II II II II II II II M 160'-0" STARTER BAY STARTER BAY STARTER BAY ROOF FRAMING PLAN BUILDING #3 TC� 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Y18 Y19 20 21 O ---------- ----------- --------------------- -------------------------------------------�--- --------- —————————— ———————————————————————————— r,----------- -------- --------- ---------- II II II II II II II II II II II II ' 11 II II II B - II II II II II II II II II II II II II II II II C II II II II 5987001118 5987001118 ii II II 5987001118 5987001118 II II II II II II II II D L J L J L UI L II II II II II II II II II II II II II II II II E II II II II II II II II II II II II W II I1 II II II FJ L I II II 11 11 lI II II Q-a' II II II II �D Z 5987001118 5987001118 5987001118 5987001118 Z Z II W 8-- I I O w II II II II CQ O O II 11 II II O O (5987001018)-- II II II II (TYPICAL UNLESS I II II II a ~ II z NOTED) II ii it II U J II II II II ° a l i 5987001118 II II II I Date K i 5987001118 i i i i 2/23/22 I I I I 1 Drawn by 5987001118 5987001118 5987001118 jj 5987001118 jj 5987001118 jj 5987001118 11 5987001118 5987001118 5987001118 JMN II I I Scale II II I I I Plan No. P52167 --------------------u------------------------------------------- --------------------------------- Order No. STARTER BAY STARTER BAY STARTER BAY STARTER BAY STARTER BAY 246257 & 246258 200'-0" Sheet No. ROOF FRAMING PLAN BUILDING #4 C 3 * I 7e"\ Gypsum Association WP 2921 - 3 Hr. Fire Resistant Construction o FIRE RESISTIVE CAULKING 2 INSULATION FLAKE AND SMOKE RATING 45 TRIM ORIENTATION REVISION USE A FIRE RESISTIVE CAULK TO SEAL THE DOOR FRAME TO THE GYPSUM THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE TRIM ORIENTATION CAN BE CHANGED TO OBTAIN COVERAGE OF PARTS AS For 3 hr rating-Base layer of 1/2"proprietary typee PART # INDEX Gypsum Board--3 layers 1/2"thick,each side,4 wide others). ON THE ENTIRE PERIMETER OF THE DOOR FRAME. BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 NEEDED. 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" r b joints staggered l to a PDL DOOR ANCHORS 47 ROOF INSULATION PART# DESCRIPTION opposite sites. Second layer 1/2"proprietary e X sum wallboard or sum veneer base applied parallel to each 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS pp y p p ry gypsum gypsum pp p FASTEN FROM BACK SIDE THROUGH ROUGH OPENING COLUMN TO "Z" TO MEET OR EXCEED THESE REQUIREMENTS. INSULATION MUST STOP ON BOTH SIDES OF FIREWALL. INSULATION CANNOT 102702 sill plate sealer, 3.5" X 25'-0" r011 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 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. 3082_�_ 29 a. PT. lapel GALVM proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 2 1/4"Type S 14 SWING DOOR 5050004014 14 a. urlin S an cll drywall screws 12"o.c.and 1 1/2"Type G drywall screws midway between studs 1 1/2"above and below horizontal joints. 12 STUDl4IALL & TRACK FRAMING DOOR IS SHOWN AS AN "A" SWING WITH LITE. DIFFERENT HARDWARE MAY 56 BREAK AWAY CLIPS 5911025118 18 a. EXT. wall base track 3.88" X 21'-0" Iona 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 5985004120 20 a. FW. ;stud brid in 5'-0" Ion coats to joints and screw heads of outer layer.Perforated paper tape,2 in.wide,embedded in first layer of compound over ACROSS THE BUILDING BY PRECUTTING THE STUDS BASED ON THE AMOUNT THE THE STUD THESE TYPICAL DETAILS FASTEN. 775203 breakawa CHI) for FW. 2"X2" 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 LAYOUT 62 PURUN SPAN CUPS 7810042050 insulation wrrl —vr 4 X 2 —0 X 50 —0 / 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 0� POWDER ACTUATED ANCHORS (BY OTHERS, ARE DESIGNED TO FIT WITHIN THE TRACK. FIELD CUTTING IS REQUIRED WHERE TRACK IS STRUCTURAL COLUMN LAYOUT AND CORRIDOR/DOOR LOCATION. GYPSUM COVERED STUD FIREWALL. FOR BLOCK FIREWALLS TWO SPAN CLIPS POWDER ACTUATED ANCHORS ARE TO BE USED AT 24 CENTERS. POWDER ACTUATED USED TO FRAME A DOOR OPENING. 3 & 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 & CONCRETE SCREW SIDE. DRYWALL MUST RUN THE ENTIRE WIDTH OF BUILDING AND TERMINATE AT ANCHORING AS SPECIFIED. THE EXTERIOR A—PANEL OR JAMB. DRYWALL MUST RUN THE ENTIRE HEIGHT 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 pg FIELD CUTTING SIDE OF ADEQUATE FOAM CLOSURES WITHIN INSULATED WALLS TO ASSURE AN 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. NOTE: TYPICAL CONNECTIONS AT OPPOSITE END MIRROR THIS DETAIL. 8" REF. NOTE TYPICAL CONNECTIONS AT OPPOSITE END MIRROR NOTE: FlELD CUT GIRTS TO LENGTH COLUMN TO 5050004014 2 THIS DETAIL. TO ALLOW GAP FOR GYPSUM. COLUMN ZP�2 ROOF SHEETING tructural ine PARTITION PANEL <01 44 FW STUD INSULATION 47 PURLIN BASE PLATE FW STUD 0 CD o PURLIN TRACK 02 TRACK INSULATION '� J' 1/2" GYPSUM FW TRACK O, �,i� �. TRACK TNT COLUMN FW TRACK •c'� �LO `,q FW STUD ° o ® � 0 760600 INT. COLUMN 710969 tructural 01 ® - ` '— _ RO COLUMN I Howa ci r ine 1/2" GYPSUM 760600 yam' / �� � � SIDEWALL GAP FOR GYPSUM PANEL BREAKAWAY STUD 22:03.Qq PARTITION o STUD Q90fii „•,,, COLUMN $ 76060 TUD BRIDGIN CUP INTERIOR COLUM 775600 A�QxFS �(}q1��, tructural 5985004120 760600 • ine 01 t DRYWALL SCREW SW COLUMN 760612 TUD BI4120N BASE TRACK STUD BREAKAWAY CLIP BASE PLATE ® STUD PAR11110N PANEL 1"DRYWALL SCREW S1U D 760600 v —PANEL 2 INSULATION o 0 760600 .1 TRACK 01 01 TRACK a� BASE TRACK 01 (1/2" GYPSUM I•. 1 5/8".21/4• N O PARTITION ANGLE tructural tructural TRACK `N /o '// DRYWALL SCREW ` N (3 20 ine ine 1�1 ructural tructural �N o r o BASE PLATE ' 20 INSULATION U rio .c v, 20 INSULATION ne ine j 'b o TYPICAL TRACK & STUD DOOR �, 3 3 HR FIREWALL SECTION 2 INTERIOR FIREWALL 3 SECTION OF 4 TYPICAL TRACK AND STUD 5 3 HR FIREWALL SECTION 6 OR WINDOW FRAMING 0 a Q) Q) Z ° 2 BLANK SIDEWALL @ BLANK SIDEWALL INTERIOR FIREWALL CONNECTION DETAIL CONNECTIONS o ° ° �' `t J a a q 3 e" REF'COLUMN TO 5050004014 2 5-0" REF. CORRIDOR c °' m ° � � Co o COLUMN FRAMING WIDTH ROOF SHEETING t ine tural 2 INSULATION tine tural CT J fi O yam.. tructural tructural CLIMATE CONTROLLED SIDE I ine ine H 3 x `� >, 3 01 CORRIDOR JAMB OR (VAPOR BARRIER) I I 20 INSULATION I PART. CHANNEL 2 INSULATION I PART. CHANNEL = ° �' o ° (1/2" GYPSUM FLUSH PANEL SEC. COLUMN ( Q � � � � o � a TRACK INSULATION508674 I 779600 779600 6 o � o � � ° 760612 760612 779500 760612 779500 � � •�' � "� �- o `o 20 47 5045003364 45 PARTITION INT COLUMN PURLIN IN ERIOR PANEL I I I 6051050390 0 6051050390 0 0 CD CD 0 a. FW STUD CPARTITION PANEL PARTITION PANEL 40 RO COLUMN INsutAnoN 20 FW STUD PAR11110N PANEL PART. ANGLE FW STUD FW STUD 1/2" GYPSUM CEILING PANEL "Z" ANCHOR 05 O6 — — — 01 r — tti=t"roi LONGITUDINAL LONGITUDINAL "e TRANSVERSE WALL WALL 8 5045000164 EW COLUMN LLJ WALL LONGITUDINAL STUD Of WALL _ _ 760612 — — — 16410800 TRACK CEILING HEIGH — �_a�"I _ — 760600 ® ® 760600 ® 1 REFERENCE to oturoi 710969 760600 PART. ANGLE PART. ANGLE \ �' STUD JAMBS ne -_ INT COLUMN ® 760600 INT COLUMN INT COLUMN 508674• � DOOR LEAF FW STUD 01 PARTITION PANEL PART. CHANNEL CORRIDOR JAMB OR PARTITION ANSVERSE CLIMATE CONTROLLED SIDE CLIMATE CONTROLLED SIDE 504500006.4 FLUSH PANEL 1". 1 5/8% 2 1/4" PANEL 20 INSULATION TRANSVERSE WALL (VAPOR BARRIER) TRANSVERSE (VAPOR BARRIER) DRYWALL SCREW 1. 1 5/8'.21/4• CLIMATE CONTROLLED SIDE WALL �tlne Ol DRYWALL SCREW LONGITUDINAL (VAPOR BARRIER) tural �tine tural WALL PDL HEADED TRACK tructural tructural 7 ine ine 3 HR FIREWALL SECTION 3 HR FIREWALL SECTION 3 HR FIREWALL SECTION 3 HR FIREWALL SECTION FIRE DOOR HEADER DETAIL 8 FIRE DOOR JAMBS 9 DETAIL DETAIL DETAIL 2 DETAIL NOTE: TYPICAL CONNECTIONS AT OPPOSITE END MIRROR THIS DETAIL DRYWALL NOT SHOWN tructural FOR CLARITY tructural ine t• t 5/8" 21/4" CLIMATE CONTROLLED SIDE I ine 01 DRYWALL SCREW TRACK (VAPOR BARRIER) 760612 I FW STUD 760600 760612 12 INSULATION FW TRACK INSULATION 15 tructural PART. CHANNEL Ol 44 760600 I ine CRTTTTON PANEL 7//FW STUD FW STUD 1 2" GYPSUM 4.0 5911025118 A PURLIN SEC. COLUMN 20/CFW STUD I \I C7 I- tructural / w Z ine LONGITUDINAL SIDEWALL INTERIOR 775203 �� WALL COLUMN STUD COLUMN TRANSVERSE 17777117 BREAKAWAY WALL STUD tructural � CLIP �- U1 760600 ® PARTITION PANEL �' 6 5" " J.1 710969 Z PART. ANGLE � � Z Z W 760600 1/2 GYPSUM � TNT COLUMN 760600 760612 ' PARTITION ANGLE STUD 4. O 0 0 W —PANEL 20 INSULATION TRACK (PARTITION PANEL INT COLUMN W CLIMATE CONTROLLED SIDE BASE TRACKCQ TRANSVERSE (VAPOR BARRIER) PART. CHANNEL O O O 20 INSULATION :V. _ WALL 20 /" `a BASE PLATE LONGITUDINAL 3082 O F a a WALL :a Z W o r-I U Z 3 HR FIREWALL SECTION 3 HR FIREWALL SECTION LONGITUDINAL TRACK AND STUD 3 HR FIREWALL SECTION Z 13 DETAIL 4 BLANK ENDWALL 5 CONNECTION 6 DETAIL 7810042050 20 Date 15 2/23/22 5911025118 NOTE: Drawn by 4.0 ,I ,D2702 ALL 3 HOUR FIREWALLS ARE Scale JMN \ INSULATED. 2'- 0" WIDE 1/2" = 1'-0" Plan No. INSULATED LONGITUDINAL INSULATION IS PROVIDED TO FIT P52167 OFIREWALL SECTION Order No. THE 2'- 0" 0 C STUD SPACING. 246257 & 246258 ALL EXTERIOR WALLS ARE SPRAY Sheet No. FOAM AND IS BY OTHERS C4e0 PART # INDEX Ol Gypsum Association WP 2921 - 3 Hr. Fire Resistant Construction o� FIRE RESISTIVE CAULKING 2� INSULATION FLAME AND SMOKE RATING 45 TRIM ORIENTATION REVISION ey USE A FIRE RESISTIVE CAULK TO SEAL THE DOOR FRAME TO THE GYPSUM of Date THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE TRIM ORIENTATION CAN BE CHANGED TO OBTAIN COVERAGE OF PARTS AS PART# DESCRIPTION Gypsum Board--3 layers thick,each side,4 wide 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 typee X gypsum wallboard or gypsum veneer base applied parallel to each SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES 216410800 24 a. sere i—flush panel, 12" X 10'-2" BWHT 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 PDL DOOR ANCHORS 723 TEST METHOD OR ASAC E-84ORDA TEST METHOD. INSULATION BY OTHERS 47 ROOF INSULATION 2620--__ 20 a. FW. stud opposite sites. Second layer 1/2"proprietary type X gypsum wallboard or gypsum veneer base applied parallel to each TO MEET OR EXCEED THESE REQUIREMENTS " 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 FASTEN FROM BACK SIDE THROUGH ROUGH OPENING COLUMN TO "Z" . INSULATION Ir1UST STOP ON BOTH SIDES OF FIREWALL. INSULATION CANNOT 388011000 18 a. Partition channel 9 —2 Ian 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. 5045000064 24 a. S.F'.on I e trim 1" X 2" X 11'-0" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 2 1/4"Type S <14> SWING DOOR 5045000164 24 o. S.F.an le trim 12 0.75" x 2.5" X 11'-0" drywall screws 12"o.c.and 11/2"Type G drywall screws midway between studs 1 1/2"above and below horizontal joints. STUDWALL & TRACK FRAMING DOOR IS SHOWN AS AN "A" SWING WITH LITE. DIFFERENT HARDWARE MAY 56 BREAK AWAY CLIPS Joints offset 24"from second layer joints. STUDS FOR STUDWALL ASSEMBLY MAY NEED TO BE FIELD CUT TO CORRECT LENGTHS. BE REQUIRED. REFER TO YOUR FLOOR PLAN AND DOOR SCHEDULE FOR CLIPS ATTACH TO STRUCTURAL MEMBERS WITH (1) #760600 SCREW, FOR 5045003364 22 o. inside CNR. trim FW. 1.5 x 3 x 10 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 5050004014 14 a. rmlin span clip 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 5911025118 18 a. EXT. wall base track Equivalent:UL design U435. THE AMOUNT OF PITCH RISE OVER THIS DISTANCE. CALCULATION: STUD SPACING IN INCHES 40 BUILDING LAYOUT 62 PURLIN SPAN CLIPS 5985004120 20 a. FW. stud bridging / 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 02 5996000016 16 a. R.CI. COL. 3.63 X 10'-0" Ion POWDER ACTUATED ANCHORS (BY OTHERS) ARE DESIGNED TO FIT WITHIN THE TRACK. FIELD CUTTING IS REQUIRED WHERE TRACK IS STRUCTURAL COLUMN LAYOUT AND CORRIDOR/DOOR LOCATION. GYPSUM COVERED STUD FIREWALL. FOR BLOCK FIREWALLS TWO SPAN CLIPS POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED USED TO FRAME A DOOR OPENING. 3 do 4 HOUR FIREWALLS NEED TO BE BUILT AND WILL BUTT AT THE CENTER LINE OF THE BLOCK WALL AND SLOTS ARE TO 7810042050 Insulation 4" x 2'-0" x 50'-0" long 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 FROM THE FLOOR TO THE ROOF SHEETING. pg FIELD CUTTING PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND DIRECTION. GOOD QUALITY do ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK NEEDED AND PROVIDE FOR A GOOD APPEARANCE. 4 6 3 4. ______C4.0 4• 5911025118 —————— _ _�� 5911025118 I � 0 N\ 4 12 2620 j j 2620 12 5045000164 t co� —————— I 216410800 7810042050 I i I'Howa d 5996000016 20 I 7 5045000064 / 22.03. 5045003369 -E � w C4.0 I I I Of �YPSUM BOARD W i GYPSUM BOARD i C4.0 14 I I O C - I Q I I 04 I j C o ro BLANK _ I GYPSUM BOARD I GYPSUM BOARD 5 I I BLANK Vj I c° c SIDEWALL I i C4.0 i SIDEWALL ° .� �, ' CORRIDOR I I I I__I r Q 6 .e \ 2 j 4'-0„ REF. ; 2 8 o .o I—I 5911025118 SEE CORRIDOR FLOOR i ^ C4' I I PLAN TO LOCATE I've, Z ao 12 44 ' 5911025118 5911025118 F w3L i a)I I C v Cn o - ------ _ O � O 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 2 -0 = o � ,Ln� Imo— � •`� F= � � o 0 INTERIOR 3 HOUR FIREWALL ELEVATION DOOR WITH TRIM 0 OTHER BUILDING WIDTHS SIMILAR (WILL VARY) H FIELD CUT STUDS w 1.4 PITCH 24" INTERVALS w 1/4:12 + 1/2" MEASURE TO DETERMINE FIRST STUD LENGTH w W �+ r FW STUD (1/4:12 PITCH) 0 o LOC. STUD HEIGHT z 0 H 0'-30' /EV 11'-0" Z Z Z O 30'-80'/EV 12'-0" W �D U1 ZCQ00 EH U Z v F NOTE: Date 2/23/22 ALL 3 HOUR FIREWALLS ARE Drawn by JMN INSULATED. 2'-0" WIDE Scale INSULATION IS PROVIDED TO FIT Plan No. THE 2'- 0" OC STUD SPACING. P52167 Order No. ALL EXTERIOR WALLS ARE SPRAY 246257 & 246258 FOAM AND IS BY OTHERS Sheet No. C4 * I BY REVISION 7Dote 0� POWDER ACTUATED ANCHORS (BY OTHERS 19 PARTITION SUPPORT AT BLANK WALL 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS POWDER ACTUATED ANCHORS ARE TO BE USED AT 24 BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN CENTERS. POWDER ACTUATED INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. STEP 1. ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY OF BLANK USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & CONCRETE SCREW FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A REQUIREMENTS OF ANSI STANDARD B212.15. ANCHORING AS SPECIFIED, ZEE SHAPED SUPPORT, DIFFERENT FROM THE ONE SHOWN. SEE STEP 2. INSULATION DETAILS IF YOU HAVE INSULATED SIDEWALLS. SEE FLOOR REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR PLAN FOR PARTITION CHANNEL PART NUMBERS. VACUUM. 07 EAVE SPAN CHANNEL STEP 3. WHEN INSTALLING THE EAVE SPAN CHANNELS START WITH A 5' CHANNEL FOLLOWED �7 RAKE ANGLE SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE AT A JAMB TO BLANK SIDEWALL TRANSITION, THE TOP FLANGE WILL NEED MAXIMUM TORQUE, T OR T RESPECTIVELY FOR THE SELECTED ANCHOR WITH 10' AND END WITH A 5' EAVE SPAN CHANNEL. CHANNELS WILL OVERLAP AT EACH iNsr MAX IMPACT,NAX TO FASTEN TO THE EAVE TRACK. THE TOP FLANGE CAN BE LOCATED ON 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 EITHER SIDE OF THE STRUCTURAL LINE. THE VERTICAL LEG MUST FALL ON IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. POSSIBLE. SEE ROOF FRAMING PLAN TO DETERMINE WHICH P/N'S TO START & END THE STRUCTURAL LINE. STEP 4. WITH. INSTALL BOLTS TO SPAN CHANNELS THROUGH TOP TRACKS OR HEADERS 0 2'-0" 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 SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. NOTE: LEFT EW SHOWN RIGHT EW WILL MIRROR THIS DETAIL NOTE: LEFT EW SHOWN RIGHT EW WILL MIRROR THIS DETAIL NOTE: LEFT EW SHOWN RIGHT EW WILL 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 tfe tl tine ructural tructural `'°Ct r°' truatar°' 760110 ine ine STARTER JAMB , ine 760300 i EAVE 760110 SW COLUMN STARTER JAMB CHANNELN BASE PLATE 760300 SW COLUMN760110SUPPORT, SWJAMB CLIP JAMB0 a,NGIRT �, NO0 BASE PLATE SW COLUMN HEADER .�O a 760110 760300 A 4 +� NOTE: TEK SCREW IF 0 p 760300 BOLT HOLES ARE NO e e / 760110 AN OPTION I,Howa, j ® O , � DOOR JAMB O SUPPORT, SW -� cr 760600 22.d3. FIELD NOTCH CONCRETE SCREW CONCRETE SCREW 01 ° NOTE: HEADERS ARE ¢` 09�3fl"13: Ol JAMB CLIP ® DESIGNED TO BE I" 01 CONCRETE SCREW BASE PLATE 760300 ABOVE THE TOP OF THE - FSS1 DOUBLE JAMBS MEN uctural 2 TRACK 760110 INSTALLED. CORNER i n e ' trll DOOR JAMB JAMBS SHOULD JAMBS AND ALI ER UP f�yctural jh�t\r I SILL PLATE SEALER FLUSH WITH ine HEADERS.. TOP OF U 1 STARTER JAMB TOP 2 GIRT TO STARTER JAMB 3 TRACK TO STARTER JAMB BOTTOM OF DOOR JAMB DOOR JAMB CLIP DETAIL TOP OF DOOR JAMB 10 11 CONNECTION CONNECTION CONNECTION 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 (n - '_ ; co § MANUFACTURERS RECOMMENDATION FOR APPLY CLIP TO: EXTERIOR ROLL—UP DOORS WITH } o 6 0 tructural L t0 U inecturai 7so3oo ine LOCATION OF CENTER SUPPORT THE LATCH LOCATED ON THE DOWNWARD SIDE OF �) o , _ a SW COLUMNIS E 760110 tructural (� o �, o tructur°' THE SLOPE. o ' N ° ine ine Z � Q "„ 3 0 Q co 760600 SW COLUMNS SW COLUMNS • ® � v �°� o N Q7 SUPPORT, BW m m ° 'v, .6 't co o W o U � o CHANNEL a SUPPORT, BW 19 19 SCREW 502845 ° a JAMB CLIP 760300 760110 ° o m JAMB CLIP 760300 760110 BASE PLATE HEADER a o o 1 a O GIRT TRACK o CLIP 502631 INSTALL 7" > a e CONCRETE SCREW \ \ IELD CUT UNDER PURLINS a �p �0 AS NEEDED AFTER VAPOR STARTER JAMB 01 CONCRETE SCRE ® 01 HEADER 02 RAKE BARRIER HAS USING THE CLIP, COVER THE EAVE TRACK ANGLE BEEN INSTALLED DOOR JAMB CENTER SUPPORT ne TOP OF THE LATCH HOLE � FIELD CUT AS tructural I NEEDED JAMB CLIP 760600 I 0.375" — 0.500" TO FORCE J structural THE DOOR TO CLOSE WITH NO GAP Line SILL PLATE SEALER 760600 (3) EACH END 760600 (4) EACH END tructural SW COLUMNS STARTER JAMB ine DOOR GUIDE HEADER SUPPORT HEADER SUPPORT SUPPORT, BW 19 HEADER / 13 TOP OF JAMB/A—PANEL 14 JAMB/A—PANEL CONNECTION 15 BOTTOM OF JAMB/A—PANEL 78 SECTIONAL DOOR SUPPORT SECTIONAL DOOR SUPPORT CLIP FOR 1 % SLOPE INSTALLATION CONNECTION DETAIL DETAIL Q GIRT CONNECTION DETAIL DETAIL 79 DETAIL co Q � q z ZZ o00W w P40 x z `� 00 co F-' F-1 U W o U] Date 2/23/22 Drawn by JMN Scale 1/2„ = 1,—0„ Plan No. P52167 Order No. 246257 & 246258 Sheet No. E1 * 0 By Os STARTER BAY REVISION Dote A STARTER BAY IS A BAY WHERE 2 ROWS OF COLUMNS FALL IN—BETWEEN THE 10' STRUCTURAL LINES OF THE FLOOR PLAN LAYOUT. TYPICAL 10' BAYS WILL ONLY HAVE ONE ROW OF COLUMNS WITHIN THE 10' STRUCTURAL LINES. THERE IS ALWAYS AT LEAST ONE 10' STARTER BAY. THERE MAY BE MORE THAN ONE IF YOUR BUILDING HAS CORRIDORS. THESE AREAS WILL BE MARKED AS A "STARTER BAY" ON THE FLOOR PLAN AND SIDE 1 13 13 WALL PAGES. 1T IS CRITICAL THAT THE STARTER BAY BE ERECTED CORRECTLY, 1.0 1.0 1.0 5050037116 _ �p PARTITION SUPPORT AT DOOR SIDEWALL DOOR SIDEWALL PARTITION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB ( / ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS FALL ON THE STRUCTURAL LINE. THE SUPPORT WILL BE ON THE SAME SIDE \ 5910000214 5910000414 \ OF THE STRUCTURAL LINE AS THE INTERIOR COLUMNS. SEE FLOOR PLAN \ FOR CORRECT ORIENTATION. 5956000263 5956000163 5956000163 5956000463 5956000463 5994000316 5994000316 5994000316 5974000563 5974000563 BLANK 5050022316 5994000316 5994000316 ��� ENDWALL 14 14 5974000563 5994000316 5994000316 I 1.0 1.0 I / \ / \ 5985000218 5985000518 / \ 1 2 I 8—8 F.O. 9 —0 F.O. 9 —0 F.O. 3 —8 F.O. 3 —8 F.O. i q�F N W co vio / 5050020412 5050020412 // \ / I � A / 5911000214 5911000414 5050020412 ;.i . Howa 92.03. 3 1.0 ,p'-0" 10'-0" 59_0" 1.0 5'-0" 4'-4" 1.0 5_0" EM � 10'-0" 10'-0" 8" 9'-4" A SIDE WALL FRAMING ELEVATION (INTERIOR VIEW) - 3 -------------------------------------- _-- 5050020912 1•0 5050035916 _` 1,Q _` co c 5050037116 / T V) I 1 ` '` �' � o � \ // 5910000214 5910000414 \ Z a a J Q a o 5956000163 5956000163 5956000163 5956000263 5956000463 5956000463 Ld XXX m v F— 3 x m Q 5994000316 5994000316 H o `o I 5994000316 5974000563 5974000563 —_— 5050023218 5994000316 5994000316 �� 5972000363 14 5994000316 5994000316 14 1.0 1.0 / 5985000218 5985000518 / RECESSED ENTRY / \ 9'-0" F.O. 9 —0" F.O. 9 —0" F.O. 8'-8" F.O. 3'-8" F.O. _ 3'-8" F.O. i ~ I / I 5050020912 5050020412 \I 5911000214 5911000414 (/ 15050020412 77: I I 6" 10" 15 I 5'-0" 1.0 5,-0" 4'-4" 1.0 5'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 8" 9'-4" I I � -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 12 78 79 1.0 1.0 1 z I 5050020912 5050020112 5050037116 1.0 5050020112 1•Q _ � 5050035216 — 5050035116 / PART # INDEX W E- ' ( ' PART# DESCRIPTION C7 1\ :: " •• •• ' ' ' ' ' / 0 5050020112 12 a. DBL. lamb, base plate 1 5050020412 12 a. STR. iamb, base late 0 W 5050020912 12 a. 1'-4" dbl iamb base late v� Z _ 5050022218 18 a. DBL. lamb clipO� — 5050022316 16 a. STR. iamb clipZ 5956000163 5956000163 5956000263 5956000163 5956000263 5050023218 18 a. 1'-4" dbl lamb clipa w I 5050035116 16 a. su ort header, 9'-1.65" 8-8 Sect. Doort� 0 W I 5050035216 16 a. support header, 9'-6.5" 9-0 Sect. Door x I 11 5050035916 16 a. support header, 4'-1.65" 3-8 Sect. Door C\2 O O 1.0 5050037116 16 a. center support, 1-3 x 0-11.5 � U) x 5994000316 5994000316 " o N E-a 0 U / \ 5910000214 14 a. eave to track 3.88 x 3.13 x 5 Ion ,� 0 E., i BLANK 5910000414 14 a. eave to track 3.88" x 3.13" x 4'-4" Ion a � � 5050022316 1 Qj " 5050023218 5050022218 5050022218 ENDWALa b 5911000214 14 a. EXT. wall base track 3.88" x 5' longo r ca 5911000414 14 a. EXT. wall base track 3.88 x 4 —4 Ion ; 5972000363 5970000363 5970000363 5974000663 1 5950000518 18 a. PT. support iamb, 10'-4" Date 5956000163 18 a. EW header, 9'-0" IWHT 2/23/22 5950000518 20 5950000518 0 // �\ 5956000263 18 a. EW header, 8'-8" IWHT Drawn by ( 1 5956000463 18 a. EW header, 3'-8" IWHT JMN 5970000363 18 a. DBL. lamb, 10'-4" IWHT Scale ff 9'-0" F.O. 9'-0" F.O. 8'-8" F.O. 9'-0" F.O. 8'-8" F.O. 1 0 5972000363 18 a.16" double iamb, 10'-4" IWHT 1/2 = 1 —0 5974000563 18 a. STR. iamb, RH 10'-4" IWHT Plan No. 10 5974000663 18 a. STR. iamb, LH 10'-4" IWHT P52167 5985000218 18 a. EXT. in 4'-11 1 4" Ion order No. 5050020912 5050020112 1'0 / 5050020112 5050020412 \ 5985000518 18 a. EXT. girt, 4'-4" long 246257 & 246258 I � 5994000316 16 a. BSW column 3.63" x 1.5" 10-4EV Sheet No. " " " STARTER BAY 0� " 3 ,0 _p _ _ - E 1 . 1 10 0 10 0 10 0 1.0 STARTER BAY REVISION 7D"yt7\ 06 A STARTER BAY IS A BAY WHERE 2 ROWS OF COLUMNS FALL IN—BETWEEN THE 10' STRUCTURAL LINES OF THE FLOOR PLAN LAYOUT. TYPICAL 10' BAYS WILL ONLY HAVE ONE 78 12 ROW OF COLUMNS WITHIN THE 10' STRUCTURAL LINES. THERE IS ALWAYS AT LEAST ONE 1 1.0 1.0 79 10' STARTER BAY. THERE MAY BE MORE THAN ONE IF YOUR BUILDING HAS CORRIDORS. 1.0 5050020112 1.0 5050020112 5050020912 THESE AREAS WILL BE MARKED AS A "STARTER BAY" ON THE FLOOR PLAN AND SIDE - 5O:5:0: 116 - 5050035216 5050037116 WALL PAGES. 1T IS CRITICAL THAT THE STARTER BAY BE ERECTED CORRECTLY. Q PARTITION SUPPORT AT DOOR SIDEWALL DOOR SIDEWALL PARTITION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB o �\ ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS FALL ON THE STRUCTURAL LINE. THE SUPPORT WILL BE ON THE SAME SIDE OF THE STRUCTURAL LINE AS THE INTERIOR COLUMNS. SEE FLOOR PLAN FOR CORRECT ORIENTATION. 5956000263 5956000163 5956000263 5956000163 �_59�560001�63 11 1.0 5994000316 � � 5994000316 s I 5050022316 o BLANK 5050022218 5050022218 5 550023118 �\ ENDWALLy I op 5974000663 5970000363 5970000363 5972000363 I I / \ 0 5950000518 i Q 5950000518 2 l I 1 \ 1.0 \ � 1 8'-8" F.O. 9'-0" F.O. 8'-8" F.O. 9'-0" F.O. 9'-0" F.O. NCB f 5050020412 5050020112 5050020112 5050020912 1 i II �, 3 22:03. *STARTER BAY 10 6 / 1_() 10'-0" 10'-On f " f " " 1 Q99Q 10 -0 10 -0 10 -0 10 -0 � I3. AFssi A SIDE WALL FRAMING ELEVATION (INTERIOR VIEW) — 3 i 1.0 5050035916 5050020912 .., v � 0 1 _ CL a 5910000214 5910000214 I\ C� a Q) t ° ari m cl-_ 00 o 1 a Ln o 5956000463 5956000463 5956000263 5956000163 5956000163 5956000163 H o 6 � •3 C) o � 1 Q 5994000316 599 ZOO 31-6 C�63 5974000563 5994000316 5!)94000316 5994000316 5050023218 1 14 5994000316 5994000316 14 I 1.0 1.0 5972000363 / � 5985000218 5985000218 // � I 3'-8" F.O. _ 3'-8" F.O. 8'-8" F.O. 9'-0" F.O. 9'-0" F.O. 9'-0" F.O. I / 1 � 1 C)50020412 \, 5911000214 5911000214 ' 5050020412 5050020912 15 \�_ \ -� 15 10" 6ff I 5'-0" 1.0 4'-4" 5'-0" 1.0 5f-O" I I 9'-4" 8" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" I �-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 0_1� 1 1.0 0 ' I � PART# INDEX _ / IO PART# DESCRIPTION W \ O 5050020112 12 a. DBL. jamb base plate 5050020412 12 a. STR. jamb base plate 1 5050020912 12 a. 1'-4" dbl jamb base late Z Z I 5956000263 5956000163 5956000163 5956000163 5956000263 5050022218 18 a. DBL. jamb clipZ I7 71 7. 7 15050022316 16 a. STR. jamb clipZ i 5050023218 18 o. 1'-4" dbl jamb clip0 0 pq w I 5050035116 16 a. support header, 9'-1.65" 8-8 Sect. Door � P4 0 a 5050035216 16 a. support header, 9'-6.5" 9-0 Sect. Door Z 0 CBLANK � 5994000316 5994000316 EN WALL 5050035916 16 a. support header, 4'-1.65" 3-8 Sect. Dooro E 1 E- O F 5910000214 14 a. eavee top support,track 3.88"x x0 3.13" x 5' Ion a Z A 5050022316 5911000214 14 a. EXT. wall base track 3.88" x 5' Ion 5950000518 18 a. PT. support jamb 10'-4" 5974000563 5956000163 18 a. EW header, 9'-0" IWHT Date 5956000263 18 a. EW header, 8'-8" IWHT 2/23/22 5956000463 18 a. EW header, 3'-8" IWHT Drawn by 2 \� 5970000363 18 a. DBL. jamb 10'-4" IWHT JMN 5972000363 18 a.16" double iamb 10'-4" IWHT Scale f ff 8'-8" F.O. 9'-0" F.O. 9'-0" F.O. 9'-0" F.O. 8'-8" F.O. 5974000563 18 a. STR. jamb RH 10'-4" IWHT 1/2 = 5974000663 18 a. STR. jamb LH 10'-4" IWHT Plan No. 5985000218 18 a. EXT. in 4'-11 1 4" longP52167 5050020412 / \\ 5994000316 16 a. BSW column 3.63" x 1.5" 10-4EV Order No. m 246257 & 246258 1 0" 6ff / Sheet No. 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 1•0 E 1 . 2 REVISION ey Date 06 STARTER BAY �0 PARTITION SUPPORT AT DOOR SIDEWALL A STARTER BAY IS A BAY WHERE 2 ROWS OF COLUMNS FALL IN—BETWEEN THE 10' DOOR SIDEWALL PARTITION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB STRUCTURAL LINES OF THE FLOOR PLAN LAYOUT. TYPICAL 10' BAYS WILL ONLY HAVE ONE ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS ROW OF COLUMNS WITHIN THE 10' STRUCTURAL LINES. THERE IS ALWAYS AT LEAST ONE FALL ON THE STRUCTURAL LINE. THE SUPPORT WILL BE ON THE SAME SIDE 10' STARTER BAY. THERE MAY BE MORE THAN ONE IF YOUR BUILDING HAS CORRIDORS. OF THE STRUCTURAL LINE AS THE INTERIOR COLUMNS. SEE FLOOR PLAN THESE AREAS WILL BE MARKED AS A "STARTER BAY" ON THE FLOOR PLAN AND SIDE FOR CORRECT ORIENTATION. 13 13 WALL PAGES. IT IS CRITICAL THAT THE STARTER BAY BE ERECTED CORRECTLY, 13 1,Q 1.0 5050020112 1,Q i � I 5910000114 5910000314 1\ / \ �/ 5956000263 5956000263 5956000263 5994000316 5994000316 5974000563 5974000563 5974000563 5994000316 5994000316 5994000316 RECESSED ENTRY 5994000316 5050022218 5994000316 ��; RECESSED ENTRY 1 14 5994000316 5994000316 14 5970000363 1 0 I 5985000118 8 —8 F.O. 8'-8" F.O. 8'-8" F.O. �"��' 4"0 CO — I A 5911000114 5911001114 ' \ 5050020412 5050020112 5050020412 ' \� ( ='" I tr I 5050020412 ' \\I I I j I !Howa,d�} 09911 15 15 150 � tIO;ESS 10'-0' (STARTER BAY) 1.0 10'_0" 8" 9,-4" 1.0 10'-0" (STARTER BAY) 10'-0" I A SIDE WALL FRAMING ELEVATION (INTERIOR VIEW) - 4_ / ~; ��---------•--------------------------------------------------------------------------------- Ul c o a`> .c_ i 12 78 o \ ° 13 79 1.0 1.0 ' z o j 1.0 1,p 5050035116 ° � 5050037116 PART # INDEX �--�� ---� 5050035216 CL PART# DESCRIPTION CL 2 p ° I o �• • • • �� • � 5050020112 12 a. DBL. iamb, base plate o b av, 59100001145910000314 5050020412 12 o. ST . iamb, base plate o ; °i o N I I _ 5050022218 18 a. DBL. iamb clipm o, cLn °c J 5050022316 16 a. STR. iamb clip 5050035116 16 a. support header, 9'-1.65" 8-8 Sect. Doo U 1 I 5956000263 5956000163 5050035216 16 a. support header, 9 -6.5' 9-0 Sect. Door ¢ o a I I 5050035916 16 a. support header, 4'-1.65" 3-8 Sect. Door � I I I 59514000316 5994000316 11 5050037116 16 a. center support, 1-3 x 0— 11.5 5910000114 14 a. eave to track 3.88" x 3.13" x 10' Ion 1.0 - 5910000214 14 a. eave to track 3.88" x 3.13" x 5' Ion 1 5974000563 / �� 5910000314 14 a. eave to track 3.88" x 3.13" x 9'-4" Ion 5910000414 14 a. eave to track 3.88" x 3.13" x 4'-4" Ion 5911000114 14 a. EXT. wall base track 3.88" x 10' Ion 5994000316 I I �I to 5911000214 14 a. EXT. wall base track 3.88" x 5, Ion 5994000316 5994000316 14 1 i 00 I 5911000414 14 a. EXT. wall base track 3.88" x 4'-4" Ion s 1.0 I I 5985000118 ' � I I 0105 8 18 a. PT T suallobasea�rba 1 3.�8" x 9'-4" Ion 5950000518 ' > 5985000918 , \ I I 5956000163 18 a. EW header, 9,—0 IWHT I / 5956000263 18 a. EW header, 8'-8" IWHT ` 5956000463 18 a. EW header, 3'-8" IWHT 8'-8" F.O. 9'-0" F.O. 5970000363 18 o. DBL. 'amb 10'-4" IWHT 5974000563 18 a. STR. iamb, RH 10'-4" IWHT 10 / 5985000118 18 a. EXT. girt, 9'-11 1 4" Ion 5911000114 5911001114 j 5050020412) \ 5985000218 18 a. EXT. girt, 4'-11 1 4" Ion Fl 5985000518 18 a. EXT. girt, 4'-4" Ion \ o / 5985000918 18 a. EXT. girt, 9'-4" Ion 15994000316 116ga. BSW column 3.63" x 1.5" 10-4EV 10'-0" 8" 9'-4" (STARTER BAY) 1•Q 10'-0" 10'-0" 1 13 13 1•Q 5050020112 /— 5050035116 5050035216 5050037116 5050035916 .. 5910000414 1\� I � O W 5956000463 5956000263 5956000163 5956000163 5956000453 z O it 5994000316 5994000316 zz x W 1.0 5974000563 ''�' r 5994000316 � 5974000563 >♦ � V' / d z O x 5994000316 5994000316 ° O H W 5050022218 F--i 5050022316 � •a (jj a Q ENDWALL I 14 1BLANK4 '�-' 'r7 . -� U U] 5974000563 15970000363 1•0 5994000316 5994000316 1.0 00 o a /i 15950000518 2 / / Date ` 5985000218 5985000518 � — I , I 2/23/22 I Drawn by 8—8 F.O. 9 —0 F.O. 9 —0 F.O. 3 —8 F.O. 3'-8" F.O. 9'-0" F.O. JMN Scale 1/2" = 1'-0" 5050020412 5050020112 50..0020412 5911000214 , 15050020412 Plan No. P52167 I I I I I o 0 I 1 / Order No. 246257 & 246258 3 ' „ Sheet o. 10'-0" 10'-0 1.0 5►_p" 4'-4" 1.0 5'_p" " 10'-0" 10'-0" (STARTER BAY) 8" 9'-4" 10 —0 B SIDE WALL FRAMING ELEVATION (INTERIOR VIEW) - 4 E 1 . 3 REVISION ay Dote PART # INDEX 1 2 3 4 5 TCC 7 8 9 (10 11 12 13 14 15 16 17 PART# DESCRIPTION 308205200 29 a. PT. panel, 4'-4" Ion 52 3.33 05 3.33 308205800 29 a. PT. panel, 4'-10" Ion 308205900 29 a. PT. panel, 4'-11" Ion CA �-- - -i o ® ® ® ® ® ® ® ® (D ® ® ® ® � 308208800 29 a. PT. panel, 7 -4 Ion CB \ 'n n 308210500 29 a. PT. panel, 8'-9" Ion 'M' v M rMi M M v v M M �' M tM M "' "' "' 308210800 29 a. PT. panel, 9'-0" long N t0 t0 t� t0 t0 � � t0 t0 t� t0 c0 t� t0 t0 t0 •t » N N N N N N N N N N N N N N N N N N N N 308211000 29 a. PT. panel, 9 -2 Ion I N N N N N N N N N N N N N N N N N 308211100 29 a. PT. panel, 9'-3" Ion in C 308211300 29 a. PT. panel, 9'-5" Ion 308211400 29 a. PT. panel, 9'-6" Ion o M M M 308211600 29 a. PT. panel, 9'-8" Ion M M CD } N C4 � N 308211800 29 a. PT. panel, 9'-10" Ion o 9'-6" 308211900 29 a. PT. panel, 9'-11" Ion in ® 124 3.33 Ql 124 3.33 10 124 3.33 Q Q 124 3.33 Q 124 3.33 01 124 3.33 Q Q 124 3.33 124 3.33 Ol 124 3.33 Q 124 3.33 124 3.33 Q 124 3.33 Q Q 124 3.33 01 124 3.33 Q 124 3.33 01 124 3.33 Q 308212000 29 a. PT. panel, 10'-O" Ion E s Q 113 8.83 Q Q 114 3.33 Q Q 114 3.33 Q © Q © Q Q 105(3.33 Q Q 113 3.33 Q © 111 3.33 Q Q 114 3.33 © © 114 3.33 Q Q O Q Q 105(3.33 308212100 29 a. PT. pone , 10 -1 Ion p Q Q Q Q Q 1143.33 Q Q 1143.33 � ® ® 113(3.33 Q 308212200 29 a. PT. panel, 10'-2" Ion 308212400 29 a. PT. panel, 10'-4" Ion LO M .. ^ M ,. M ., M M ,. ^ ,, M �, M M �' ,,� 308215300 29 a. PT. panel, 12'-9" Ion O M M M M f » O .. .. - - �i �i - - - - -- M �;OF - 308216900 29 a. PT. panel, 14 -1 Ion a- O v- O '- r- a- O a- O r-- a- , » I N N N N N N N N N N N N N N N N N N N N N N N 308217800 29 a. PT. panel, 14 -10 Ion 0 LO r- a- � r a- - - �-- - - a- - r- - f If CGri 308218200 29 a. PT. anel 15 -2 Ion/ � li 308222600 29 a. PT. panel, 18'-10" Ion pi 308223100 29 a. PT. panel, 19'-3" Ion "' 308223500 29 a. PT. panel, 19'-7" long , 0 CH ' 01 388012200 18 a. partition channel 10'-2" Ion ��� 4AGV f"p . O 182(3.33 182(3.33 � NOT USEDF N �` `�'� `1i ^ ^ ^ M M ^ M ^ LO 113 3.33 M M M M M M ^ I'i �; M v M v v 113 3.33 © 5920008982 18 a. angle, insul PT. 1.5"x2.5"x12' O" * d A• * " Ct N N N N N 113 3.3300 00 00 00 0) 4m .. 00 00 CID 00 N N N N 0) a, 00 ® 5950000518 18 a. PT. support jamb 10'-4" 1 o © - t° to °' cD �° 0000 113 3.33 f ,f I,Howa 1 M LO M © 5950000618 18 a. PT. support, BSW 10 -4 ( l , 22:03. ?' Ci i v 65950030618 18 a. support, insul BW 10'-4" EV 09911112: �ti 00 O Cn In NOTE: 01 O © 1 SOME CUTTITION PANEL AND SUPPORTS MAY NEED TO BE in Q 114 3.33 118(3.33 118(3.33 118(3.33 110(3.33 01 01 119 3.33 O 118(3.33 118(3.33 118(3.33 110(3.33 01 01 119 3.33 118 3.33 114 3.33 CK � 118 3.33 118 3.33 Q 118 3.33 11$ 3.33 110(3.33 O Q 119 3.33 Q 118 3.33 11$ 3.33 118 3.33 110(3.33 O 01 01 119 3.33 118 3.33 118 3.33 2. PARTITION PANELS AT INSULATED AND FIRE WALLS GO UP 1 M M M M M = M M M M M 10 3.33 M M M M M M M M M TO THE UNDERSIDE OF THE PURLINS. ALL OTHER WALLS to v "' i M M "' v v v �- v HAVE A 7 GAP FROM THE BOTTOM OF THE PURLIN TO c rn CLi � M 1 `t ao " `t ao ao THE TOP OF THE PARTITION PANEL - o - c N N N O N 0 N N p r - - rn N N N N N N N lv O C 4-0 o �n Q ® ® ® ® © ® 059(3.33 LLJ 00 ® ® ® © © ® ® ® Q c 6 CI " " O C©p U Q 052 3.33 8 05 3.33 Q52 3.33 $ 05 3.33 LENGTH QUANTITY '� - ' 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 9'-4" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 9'-4" 10'-0" 10'-0" 10'-0" 10'-0" Z Q. Q o � � J � •w 3 160'-0" m PARTITION PANEL & SUPPORT LAYOUT - 3 1 2 3 TC( 5 6 7 TC( 9 10 11 12 13 14 15 7C( 17 18 19 20 21 A 52(3.33 059 3.33 52(3.33 05 3.33 052(3.33 05 3.33 52(3.33 059 3.33 ° O ® ® ® © ® ® ® ® © ® ® ® ® © ® ® ® ® © ® ® ® ® OO B M M M j M 1ry M ^ ^ M M ^ ^ ,M � ^ M M � ,,,,,,....x ai •.,z � M M M M M M M M c v v v v v v M M v v ,M try v ri 1M ri O 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 m 00 00 00 LO 6-0 A O I LO D s O I Loll 113 3.33 ® 118 3.33 0 118(3.33 ® 110(3.33 Ol Ol 118(3.33 0 118(3.33 ® 118(3.33 © 110(3.33 Ol 01 118(3.33 Q 11$(3.33 Q 118(3.33 ® 110(3.33 01 Ol 118 3.33 118 3.33 118(3.33 E © ® ® 110(3.33 Ol Ol 118 3.33 ® 118(3.33 ® 11$ 3.33 ® 113 3.33 0 113(3.33 118 3.33 11$(3.33 110 3.33 Q Q 1 1 118(3.33 110 3.33 Q 1 118(3.33 118(3.33 11$(3.33 110 3.33 01 01 118(3.33 1 1 110 3.33 Q Q 1 118 3.33 118(3.33 113(3.33 I M ^ ^ ^ M M M M ^ ^ M M .� M M ^ M M i. M M M i. M 10 M v v v 17 17 ,7 M M M " v M M M v M M M M M M M M M v 17 f7 1+) " v v v tM I to n � 00 00 M ro M M M M M M Ov0 00 ►O 0`0 00 M M M 000 co M ►0 to M \� LO LO In In to to LO In to to co In .- 00 In In In co to to LO to I O O O O .- F.5 0 � G I CID pI LO G.5 H 1 1533.33 M M M M M M M M M M M M M M ^ a M M .Mi M v Ki v M ri 1M rM M M v M fM ,M v 153 3.33 O 113(3.33 LO � M M M °�' L0 M M � M r7 M r i °�' N`� M r� M O a 1 052 3.33 LO L0 LJO r O .- p In In In It) Lr) Loll 113(3.33 Q 116 3.33 122(3.33 122(3.33 T 11$ 3.33 O 05 3.33 122(3.33 118(3.33 116 3.33 Q 113(3.33 p © 118(3.33 © 118(3.33 Q 116(3.33 Ol 116(3.33 10 ® 116 3.33 Ol 118(3.33 Q 118 3.33 ® Z P4 i� J to M M rMi M 0 Z a rn LO rn x w O M O O O M M pr) re) M y O Q K RO kl-dN N N N N N N (���-! E-4 C) E., IYi 1 ►`� M M M M ,7 M M M M , M M M NMj M M M M M M M Ln �i �- ri ri ri M © ri I"i ri O O ri ri ri ri ri ® Ni ri ri ,i L .. .. .. .. .. 3 1 .. .. ., o 00 00 00 00 a0 ao m 00 00 00 m 00 00 m m 03 00 00 00 00 00 00 O .- �- .- .- r- 1 Date to ® ® © i0l=�O ® 118 3.33 © Q 059(3.33 © 110(3.33 Q Q 118 3.33 © 059(3.33 © © 110(3.33 Q Q 118(3.33 © 01 05g(3.33 © 110(3.33 ® Q 118(3.33 0 © ® ® U 2/23/22 Drawn by JMN 10'-0" 10'-0" 10'-0" 9'-4" 10'-0" 10'-0" 10'-0" 9'-4" 10--0" 10'-0" 10'-0" 9'-4" 10'-0" 10'-0" 10'-0" 9'-4" 10'-0" 10'-0" 10'-0" 10'-0" Scale 200'-0" Plan No. PARTITION PANEL & SUPPORT LAYOUT - 4 P52167 Order No. 246257 & 246258 Sheet No. FLO SEC COLUMN By PARTITION PANEL COLUMN E TRACK PURLIN GALVALUME PANEL REVISION pate LONGITUDINAL �, „ro, OR JAMB I1.0 5911002018 STRUCTURAL BEARING LEG e PART111ON PANEL TYPICAL ° TRANSVERSE o . TNT COLUMN PURLIN ---- - ---------------- 760110 - ° �aO5OO I I. 4" 4" 4" A,- Qs0300 LOAD I BEARING LEG ( I•I 7s0600 I I I I ,� ,_O f, ,� ,_0» ,� ,_0» SECONDARY AT OAP OEUL 1 I I•I COLUMN �LUMN i 1 SEC COLUMN SEC COLUMN I I 3'-0" COVERAGE REF. �sosoo NOTE: SECONDARY COLUMNS ARE IF INSULATED, 7eo600 ONE SIDE i I 5 13 I' TELESCOPING AND CAN ADJUST 1 760600 7109e9 OTHER SIDE SEC COLUMN I I 308211300 TO VARIOUS HEIGHTS. THEY ARE �GT��VANSIZED I I I I1.1 I1.1 I I USUALLY LOCATED ON OIJE SIDE TRACHTE PARTITION PANECONCRETE IE OF THE STRUCTURAL LINE. SEE SCREW 14 i i 1 I I FLOOR PLAN FOR CORRECTP R O F I E LOCATION OF COLUMNS. THE TAB ON THE BOTTOM OF THE COLUMN NEEDS TO BE FIELD BENT. A tructural NOTE: IN A STARTER BAY, I I I I 760600 SCREW SHOULD 1 ine 760600I I I B BOTH ENDS OF THE E LONGITUDINAL WILL I 4 LONGITUDINAL INSTALLED 1N EACH FLANGE a< FASTEN TO COLUMNS. PARTITION CHANNEL 10- WHERE THE COLUMNS LAP. n FauNDATIaPI I PARTITION PANELS 10-4 INTERIOR COLUMN tructural ' tructural I 1 I I FT/EV PART# QTY ine ine 1 I TRACK 5'/EV 388011000 1.0 LOC. HEIGHT QTY SECONDARY COLUMN PARTITION PANEL TO PARTITION PANEL FASTENING DETAIL I 1 i 5911002018 ATTENTION: Partition wall panel lengths ware determined with I I I I I 10'/EV 388011000 1.0 5 /EV 125.25 3.5 the panel starting at least 3V in from the sidewall. All I------------ -------L.L---------------- -- 10'/EV 126.5 3.5 CONNECTION @ TYPICAL BAY 4 COLUMN CONNECTION buildings 25' or more will have 2-panels that lap at a interior 15'/EV 388011000 1.0 column line. The panels should overlap at least by 1". 20'/EV 388011000 1.0 15'/EV 127.75 3.5 34„ 5'-0" 5'-0" 20'/EV 129 3.5 25'/EV 388011000 1.0 f TYPICAL `. BANDING COLUMN REF. TYP. 10'-0" 30'/EV 388011000 1.0 PURLIN 25'/EV 130.25 4.0 ® EW NOTE: ABOVE IS THE REQUIRED PARTITION CHANNEL 30'/EV 131.5 4.0 ructural ructural �Ii ructural t PART #'s AND QUANTITY AT EVERY FT /EV ' t t NOTE: SHOWN ABOVE IS THE REQUIRED SHEETS OF PARTITION PANEL FOR INSTALLATION (OVERLAPPING !1 S inene ine ONLY THE END RIB). YOU WILL COME UP SHORT PANEL BOG 760110 ' IF YOU BACK LAP PANEL AT 1' SPACES. ,� CD 4�" 760300 PARTITION PARTITION ENDWALL BAY * .� !, cy- PANEL PANEL ' r. RAKE ANGLE 10' LONGITUDINAL PARTITION WALL lHowa �� + I 760600 I 760600 � : 5'„_ 22:03. INSTALL RAKE ANGLE I I SEC COLUMN �' 0994t:n2: A- 7 BELOW PURLIN or SUPPORT INT COLUMN �A ti PARTITION �.� SUPPORT 0 SW TRACK -ZOFESS10'��� PANEL � �� j� 388012200 INT COLUMN 2 8 ZPURLIN E 5911002018 r SEC COLUMN 11.1 PURLIN 6 1.1 1.1 TNT COLUMN BLANK WALL JAMB I I INT COLUMN COLUMN IIr------------ --------------- V � � NOTE: THIS IS FOR A I I ° � m I II 308208800 � NON-INSULATED LONGITUDIINA o WALL. INSULATED I I WW LONGITUDINAL WALLS SHOULD R I' R I 1.1 F- r 6 e CIO HAVE THE PANEL LAP ONTO ------------ .i Do THE PURLIN WITH NO 7" GAP r4 BLANK SIDEWALL or ENDWALL DOOR SIDEWALL or ENDWALL 1 I 1 I I I ; SEC COLUMN 11 SEC COLUMN LONG TAB BANDING OVER , I 11 3082„800 '•' 2 0 ate' 8 7 PARTITION PANEL EXTERIOR 1•1 I I 1 z a J PARTITION PANEL CONNECTION ( 11.1 b a Q o o d °' r i i I o ,> Q ° N ° � i 3oe208soo 3 2s800s2oo ; ; ; I I1 m a Lo o I II 11.1 I 1. I I ; ; It w Q 6 zi � I c r I I I I I 3 x m I I i i j 1• j = a? � N � j O � I I I i 1 I I I I I QJ0 II o 0 •I PART # INDEX I I I I 1 I I PART# DESCRIPTION i 308208800 i i ; ;•;298006200 28 a. PT. anel5'-2" Ion alv. 308208800 29 a. PT. anel 7'-4" Ion ; I------------- ------ �1 1 --- A_M� ------- 308211300 29 a. PT. panel, 9'-5" Ion -jI II 1 I I• 308211800 29 a. PT. panel, 9'-10" Ion ' I I 5'-0" 5'-0" 308212400 29 a. PT. panel, 10'-4" long 388012200 18 a. partition channel 10'-2" Ion F SECONDARY PANEL LAYOUT - BLDG 4 5'-0" 5'-0" 10'-°" ; 5911002018 18 a. to base track 3.88" x 9'-7" Ion 5911025118 18 a. EXT. wall base track 3.88" x 21'-0" Ion tru c tu ra l V�i ructural tructural truct�ral , " " tructural tructural 5911043818 18 a. base track 3.88 x 9 -10 Ion ine ine ine ne ine in 5920008982 18 a. angle, insul PT. 1.5"x2.5sox12'-O" . .. TYPICAL BAY TYPICAL BAY 5' LONGITUDINAL PARTITION WALL DBLDG 10' LONGITUDINAL PARTITION WALL 4 17) A SEC COLUMN LOCATE TRACK AT UNDERSIDE OF THE LTB A SEC COLUMN rLOCATE TRACK AT UNDERSIDE OF THE LTB EE--i I1.1 INSULATION. SEALANT NEEDED TO I1.1 INSULATION. SEALANT NEEDED TO Q, TRACK ELIMINATE AIR INFILTRATION IS BY OTHERS TRACK ELIMINATE AIR INFILTRATION IS BY OTHERS 5911043810 A K 5911043818 TRACK a PURLIN (BEYOND FIREWALL) _____ _______ - ---------------FIREWALL TRACK 15 � 1 ----------------, 1---------- ------^ --1 r----------- -- ----------------, I RAI<E ANGLE STUD 5911025118 4. RAKE ANGLE I I I I W ---- III IIII I1 II1I II IIII II I I III III IIII IIII III II II III III - ------BOTTOM OF PURLIN RAKE ANGLE II SEC COLUMN I� I; RAKE ANGLE II II I t( AKE ANGLNELE-1T - T-------TT ------T- ------TI- I1 I1I EW- O SEC COLUM fSEC SEC COLUM SEC COLUMN SEC COLUMN I SEC COLUMN A y 88012200 I I I I I I I 388012200 1 308211800 1 1 1 I 308211800 1 1 I1 II 11 II TRANSVERSE PANEL I jj I I I I ; j I I II II I I I I I I I I I iif I I I I I II I I 0 a II II II II I II III II I ( I I I I I II I I TRANSVERSE PANEL ® ( W (,308212400 I I 308212400 II I I 308212400 I I 11 I I I I 11 I0, E- I II II II II IIt7777777777Z Cv O O I I I I I I I I l I I 13 I I I 12 I I 12 I I II 12 I ► ,� I I I 1 1 I I I I I I I 11 I I I I I I I I I I 11.1 1 I I 1 1.1 .�0 E- U I Z � E- I I I I i I 1 I I I I I i � Q, •--R I I I I I I I I I I I I I I I I I I I ( ( I 1 I I l i 1 I o �--� � -•I U ., Z II II II II I II III II II I II I I I I 11 I I � r II I II II II III I II � � 12 11 1 1 I I I I I 1 ( I I I ; j I I I I I I Date I I I I I I 1 13 4. I I I I I 4• I I---------------- - ----------------I -------------I 2 23 22 Drawn b 1 I I I I I I I I I 104 3818TRACK 591 TRACK 5 y JMN II II II II 1 II III II II ---LI------- --- -J -------- 1-------I J1 1L1 - L-------L 5'-0" 5'-0" 5'-O" 5'-0" Scale --- 1O'-0" 10'-0" 1/2" = 1'-0" FIREWALL TRACK 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 1 1 Plan No. 5911025118 tructural tructural tructilral tructural tructural tructilral P52167 10'-0" ine ine ine j ine ine ine order No. mi 1 - TYPICAL BAY TYPICAL BAY 246257 & 246258 STARTER BAY Sheet No. 10' LONGITUDINAL PARTITION WALL (FIREWALL 10' LONGITUDINAL PARTITION WALL D � (DBLDG 10' LONGITUDINAL PARTITION WALL BBLDG 3 BLDG 3 F 1 . 1 3 "y REVISION D.t, INT LL IIIIIII II,I IIIiI II•.'I I „ III(IIIIIIIII I•.'•IIIIII IIIIII II�IIIIII I C SECCOLUMN STUD WALL PART # INDEX SPEC. PURUN) DRYWALL INT COLUMN) SEC COLUMN 333000888222111222111000000 IIIII�IIIIIIII III1IIjI•.•'•IIIIIII,,IIIII II1IIj II v=w=�_ow _IIIIIIIII I�IIIIIII II__�E _�__IIIIII --_--�IIIIII3II-.,8(IIIIII(— --II1IIIIIIIIIIIIIIIIIII.'•.•.'II1IIIIIIIII IIIIIIIIIIII —--�III1IIIII..'• 30•.IIjLiIIII 8 PART# DESCRIPTION D RYVW A 1IIIIIIjIII,—IIIIIII '._..•.'3•IIIIII IIIIjIIIIII 0C-0-_K—------ L TRACK (INT COLUM (INT COLUM 308211300 .29cia. PT. panel, 9'-5" Ian q S 308211900 29ga. PT. —11" Ion panel, 9' _q 308212000 29qa. PT. panel, 10'-0" long ——————— 308212100 29ga. PT. panel, 1 '—l" long 'i�I(; +1IIlIIII�I+II II IIIi III IIIIIIIIII-�(I B--12--- FI-EFlL D-E LCD-UC-T U T 9 B9 (IIIIIIIII III.•'•9'III I IIIIIIIII III --- I,II(I�iI�((I.',,-IIIIII IIII�IIIIIIIIIi-IIII IIII----------- --�llIIIII1II IIII II�IIIIIIII•'.•'• IIIII III�III IIIIIII I IIIIIII II O3330008882221118882220O0O0003300 0 0 882211220000oo IIII1II IIII II�IIIIII I'.•,,III1�IIII IIIIIII I 308212400 . 29ga. PT. panel, 10'-4" long I I 308218200 .29ga. PT. panel, 15'-2" long z 0 cn U. 308222600 129aa. PL.panel, 18'-10" long z 388012200 -118qa. partition channel 10'-2" long EC COLUIMI-N) SEC COLUMN -cSEC COLUM-N) 5920008982118ga. angle, insul, PT., 1.5"x2.5"x12'-0" A z FIELD CUT PARTITION PANEL t03 T-- FIELD CUT PARTITION PANE( TO MATCH THE ROOF PITCH. LAP PARTITION (SIMILAR) -7� PANEL ONTO RAKE ANGLE (IF PRESENT) AND COLUMNS. T1 .1 A EXCESS PARTITION NWM USE THE EXCESS PARTITION PANEL TO FILL GAPS. CUT THE PANEL SO THAT IT WILL OVERLAP BOTH THE RAKE ANGLE (IF PRESENT) AND NEAREST INTERIOR COLUMN. ALIGN THE RIBS OF THE PANEL WHEN CUTTING IN ORDER TO GET A TIGHT FIT. FILLER PIECES AT PEAK DO NOT NEED TO LAP P AT RIBS. P) —————————————— ARTITION MEL FOR THE NEXT WALL I1IIIIIIIIIIIIIIIIIII_•.•.,NI1IIIIIIIIIIIIIIIIIII� EXCESS P ' PANEL WILL WORK BEST ON THE NEXT PANEL IN THIS CASE THE EXCESS WALL. CUT THE PANEL FOR THE NEXT WALL OPPOSITE TO GET THE EXCESS D PANEL NEEDED FOR THIS WALL. (CUT LEFT AND RIGHT HAND PIECES AS 8n 41— 49-8" 5#-0" 59-0" NEEDED.) lIIIIIjIiI IIlIIiIIII cb ruc turol tructural ru ral tructurcl tructural uc tural (I� ine ine ine n e ine ine *ce_ v'�;1':�r���o.�0o�L,�y�t:.�\��°o���°�_'�,���'o�f,cEo IHo a Ci,",ti TYPICAL BAY STARTER BAY 22.'0 SECONDARY PANEL LAYOUT BLDG 3 10' LONGITUDINAL PARTITION WALL @ INTERIOR DRYWALL FIREWALL 1 X4 8" F 1 0) (n C3) V) N FIELD CUT 9 6 V) -—————————————— 2 ----- ------- ------------ ----------- -------------- ----------- 6, -------------- -6 ,0 ——————————— -———— ———————-- -————————————— QL Q) ————————————— s, QL C308212400) C308218203) C3O8212100) Q2E2260)0 '-3 2) Z m - cl� ad 0) Lo M • I r7 F- k x Q) Z3 LO P! b C308212400) C308222609 t I F F R A tI (308222600 3j" Pi 8" REF. TYP. 60'-0" REF. TYPICAL TRANSVERSE PANEL LAYOUT BLDG 3 PARTITION PANEL ALONG INSULATED WALLS 12 SHOULD GO TO THE UNDERSIDE OF THE PURLINS 6-\ z 1/41 0 �Wwa E- 7 (308222600) FIELD CUT 9 91 r 1771 —————————— —————————— — —— -—— - ————— ————————————- 1.4 H P=: ——————————————— ————————————— ————————————————I I ——————————————— F-4 z C308212400) 0 0 1-1 z P4 F-4 7 Z Z E- C) 0 Ii( : IIIIIIL.IIIIIIIII I IIIj'.IIIjI II IIIIII I IIIII IIIIjII',.IIIjII I IIIIIIjI...'IIIIIII j IIII(IIIII.. IIIII.III)IIII O IIIIiIII1IIII..'.IIlI1IIIIII I(II IjIi�II(II IIIIIII,IIIIIII �308222600 IIIIIIIII.,.•.II(IIIIi II II(IIIII III,.IIIIIIII II II IIIIIII I( � P-1 I t P4 0 1:4 0 0 0 z E--4 0 C30821240-0) -70)� 1 0 E, (308218200 1 1 (30821210 W Z E- z C) t Pi F= Pi a e —T. 2/23/22 Drawn by JMN C308212400) Scale (308218200 I—off t j ij 1/2 1 Plan No. P52167 T*1 15"1 Order No. 34- OTHER SIDE OF WALL IS MADE UP OF: SAME PANEL FOR BOTH SIDES OF WALL L 246257 & 246258 REF. TYP. Sheet No. TUD WALL OLUMN -UMN r TFDR INT COLUMN C CO OL L ��0_ —U STR L %M N PUR IN INT COLU F7- t t t 60'-0" REF. TRANSVERSE PANEL LAYOUT COLUMN LINE 4 BLDG 3 F 1 . 2 By e Dat 89 FIELD CUT PARTITION PANEL REVISION FIELD CUT PARTITION PANEL TO MATCH THE ROOF PITCH. LAP PARTITION PANEL ONTO RAKE ANGLE (IF PRESENT) AND COLUMNS. gp EXCESS PARTITION PANEL PART # INDEX USE THE EXCESS PARTITION PANEL TO FILL GAPS. CUT THE PANEL SO PART# DESCRIPTION THAT IT WILL OVERLAP BOTH THE RAKE ANGLE (IF PRESENT) AND NEAREST INTERIOR PI COLUMN. ALIGN THE RIBS THE PANEL WHEN CUTTING IN 308217800 29 a. PT.308215300 29 a. PT. 14'-10" Ion ORDER TO GET A TIGHT FIT. FILLER PIECES AT PEAK DO NOT NEED TO LAP AT RIBS. anelanel 12'-9" Ion 91 EXCESS PARTITION PANEL FOR THE NEXT WALL IN THIS CASE THE EXCESS PANEL WILL WORK BEST ON THE NEXT PANEL 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.) 12— PARTITION PANEL ALONG INSULATED WALLS 6 1/4I SHOULD GO TO THE UNDERSIDE OF THE PURLINS I I E I FIELD I�UT II II I I I ILII I I I I LL FIELD CUT 9 1 - _ II II II II II II I II ----- -------------- ----- - - - - I-------------- ---------------I+-------- --+It -I'T ---- ----------- - iT I it I I I i i - -�i--- -iti ------ ------+I--------------- 1 1 ----------- I I•I 1 TI-- -I I I 3os217800 I'I I'I I'I I' I I•I I I•I I I•I O I I I I•I 308215300 i•i I I 1 i i 308215300 1 1 III 1 1 TFI 308217800 I I I • I.I I I•I I.I I. id hi I 1.1 � I � � I I III I I i i I I•I i•i I I I I•I 7 � I 11 II III II II I F1. I i I.I II,I I I I.I I I 1.1 I I III I I I I I I o I I I I 30821780o I,I I I•I 3os2153o0 ��� I I I I I I 30821530o I I III I I I•I I' � -''''�� i I � i . I I I I I I I I I I•I 1 1 3o8217soa I I I I I '+�'�� O �����•; OF N_ I•I I'I I'I CD I I I I I I I� I I I I•I I•I I'I I' � � �' ' ' � $' } I Howa, � • 22:03. g`2 I.I II•I I.I I I I I I 1 1 1 1 III I I I I I � � I ' � ',... _ I,I I.I II•I I.I I. ,�� 0Q5T1:113. f 1 I I 308217800 ( I I•I 308215300 1•I I•I I I'I �� �� II II I II II 3os2153oo II III I �SStO I•I I I.I I I I 308217800 I _ _ .I I,I I•I I. I.I 1.1 I I I I.I 1,1 I I I I II III II II I.I III II II I II II 11 III 11 II I• I.I I, I I I,I 1 1 III I•I I I I 3j" v rn REF. TYP, V i s 60'-0" REF. ° a`> 6 .c •� � Qc .o A TRAN`�VERSE PANEL LAYOUT — BLDG 4 Zo ` � �; Q � � a z ooK, co o � Ic- o �r o m j,—:j � o I I xm 12 Q "tob Q I 1/q• 308217800 FIELD CUT 9 91 308215300 E , �•'1 I I I I 1 r� L1,I Lta II --------------}1 ------------- FIELD CUT 9 I'I I I II'I ---- ------------ - �,� I III I I I I I I I I•I TI-- -I-�I ------- -------I--------------- I I ----------- I. • I . I,I I 1 1 I I j l l 1 1 TI-- -I • I•I I• I I I 30821780o I I I I'I I'I I' 1 1 I I U I I I I 308215300 I I I I I 1 i i 308215300 I I 1•I 1.1 308217800 •I II•I I.I 7 I I,I I.I II•I 11 �� I.I I. � ?,1 I I I I III I I 1•I I'I I.I ri � \ � I 11 I II II I II II ii ill II II I 1 F1. i I I II II III I•I I � 1 ., I II I.I III II II I I II II II II II I ` I i I • I.I I I I,I I I I I I I I I o ( I ( I•I 308217800 1 1 III 30821530o I�1 I I I� �I IJ I 30821530o I•I I I•I 1�1 I•I I' 1 ' I I III I I I I I I I I � 1 1 III i i 30821780o I I I I I ITT I 1•I I I I I I I III I I I•I I. .1 I'I I'I I I•I I•I I•I I• i I II I I II 11 III II II I I.I I III I I I I I i I 1'I I'I I II-I I.I I I 11 III 11 I I I I I•I I.I I. 1308217800 •I III 308215300 •I I.( (� I' I I �� I•I II,I I I I I I•I I I �� I I•I I. 1 1 I I 308215300 I.I III I I 308217800 I I 1 � •I I I.I I,I I I I �--.� Ll 1 ii II III II II I 11 II II I.I III II I.I I II I.I 11 III II II I y I,I 3�" W REF. TYP. 1.4 60'-0" REF. W O B RAN-SVERSE PANEL LAYOUT — COLUMN LINE 4 BLDG 4 E-4 z �Ny O Z W H zz N � 0007r� a � P40 a 00 0 o o I- Ew-a c � 0 } Date 2/23/22 Drawn by JMN Scale 1/2" = 1'-0" Plan No. P52167 Order No. 246257 & 246258 Sheet No. F1 . 3 O8 FIELD CUTTING REVISION D to 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 PART# INDEX BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND DIRECTION. GOOD QUALITY & ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK PART# DESCRIPTION NEEDED AND PROVIDE FOR A GOOD APPEARANCE. 176312400 exterior wall panel, 10'-4" IWHT 366314400 26 a. SW. trim panel/frame, IWHT 12'-0" 78 EXTERIOR A-PANEL 376314400 26 a. CNR. trim panel/frame, IWHT 12'-0" FIELD CUT FIRST PANEL TO REMOVE FIRST RIB IN ORDER TO MISS THE BOLT HEADS WITH THE PANEL SCREWS. ASSURE THAT THE PANEL RIBS ARE 426312200 26 a. sill trim IWHT 10 -2 long OFFSET FROM THE 1'-0" GRID LINE. 5045010026 26 a. eave trim dsw 10'-2" MBLK 5045011026 26 a. eave trim bsw 10'-2" MBLK 6 6 5 50450'10026 2.0 5045010026 5045010026 2.0 5045011026 176312400 2.0 HEADER HEADER 0 HEADER t'Kj elk41 �. 18 � 2.03. 1 �t A AESS10' DOUBLE JAMB STARTER JAMB STARTER JAMB STARTER JAMB 2 SECTIONAL DOOR SECTIONAL DOOR 13 SECTIONAL DOOR 14 2. 2.0 2. c � rn Qro a 376314400 366314400 366314400 t BLANK } ° ° (0 ENDWALL 3 Cl- -6 o Z — J +� 2. o b @ i m w o, z5 E o tructural = o v -Q ine t�ue tura� 426312200 \ A SIDE WALL ELEVATION Q SIDE WALL ELEVATION o o a a 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 WTH 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 7/8" 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 VAC HEAD SS ROOF ADAPTER 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 UP OF THE TRIM. RAKE TRIM ROOF PANEL SS ROOF #12 x 1.25 RAKE ANGLE RAKE ANGLE ROOF PANEL ZAC HEAD ROOF PANEL COLUMN CAULK TAPE (CUT TO LENGTH) 2 PLCS 2-14 X 1 1/4" A-PANEL CREW 760600 EAVE SPAN CHANNEL #12-14 x 1 1/4" 760600 COLUMN � i o SCREW GIRT EAVE TRIM o 0 715 ®_ INSIDE ROOF CLOSURE #12 x 3/4` BASE TRACK SCREW OUTSIDE CLOSURE ,� (REFER TO ROOF PAGE O — 9600 #12-14 X 1 1/4 0 o TOP CHANNEL o 7/0 A-PANEL SCREW EAVE SPAN CHANNEL #12 x 1 1/4' 760600 INSIDE CLOSURE PURLIN SCREW O O OUTSIDE CLOSURE 79600 760600 BACK SCREW 3'-0" O.C. 79500 DOOR SIDE BACK SCREW 3'-0` O.C. EAVE TRIM (IF EAVE STRUT IS PRESENT, SILL TRIM PEAK BOX BACK SCREWING IS NOT POSSIBLE) HEADER EW COLUMN #12 x .75" ° JAMB A-PANEL FOUNDATION SCREW SW COLUMN o 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 A CONNECTION DETAIL CON N ECTI ON DETAIL CONNECTION DETAILS CONNECTION DETAIL 6 CONNECTION DETAIL NOTE: IF NEEDED NOTCH OR SLIT ENDCAP FOR a E-+ 4" 4" 4" ROOF PANEL OR ADAPTER TRIM CLEARANCE. E structural tructural STRUCTURAL IWHT SIDE THIS WILL MINIMIZE ROOF LEAKAGE AND THE U"e ne COMPONENTS 1'-0" 1'-0" 1'-0" AMOUNT OF CAULK NEEDED WHEN INSTALLING. 0 COLUMN Z a zz z STARTER JAMB STA 3'-0" COVERAGE REF. STRUCTURAL COMPONENETS �. TRACHTE 26GA. WALL PANEL PROFILE U1 RIVET I ectural - - AS SHOWN USE 779600 AT „ u 779600 (IN � a 36 O.C. TERIOR OF BUILDING THE BOTTOM. AT TOP OF RAKE TRIM a+ 0 04 SIDEWALLS USE 779600. Z t� U O O %tructural SIDEWALL AT THE TOP OF ENDWALLS x a ne TRIM RIVET COLORED SIDE " " USE 779500 ON EXTERIOR NOTCH o 1 -O 1 -O SIDE of PANEL OPPOSITE _a H 0 E-4 W EXTERIOR 26GA. WALL PANEL � Z 779600 A-PANEL CORNER TRIM 36 36" ON CENTER TYP. TyP_ THAN SHOWN. (IF NEEDED) //i 37 END CAP U w o 1 1 4" COLORED SCREW TRIM WALL PANEL SO IT DOES NOT EXTEND BEYOND 1 1" FROM THE Date 2/23/22 " FROM STRUCTURAL LINES. FIELD CUT TRIM PIECE TO DESIRED HEIGHT. EXTERIOR OF BUILDING SOME SITUATIONS MAY REQUIRE FIELD NOTCHING. DRILL & RIVET IWHT SCREWS T SIDE IWHT A-PANEL TRIM WALL PANEL SO IT DOES NOT EXTEND BEYOND 1 IWH Drawn by THE STRUCTURAL LINES. FIELD CUT TRIM PIECE TO DESIRED THE TRIM IN PLACE WITH MATCHING COLORED RIVETS. THE CORNER 4" COLORED SCREWS WITH THE COLORED . JMN WALL PANEL IS INSTALLED WITH 1 1 HEIGHT. SOME SITUATIONS MAY REQUIRE FIELD NOTCHING. TRIM SHOULD BE PLUMB / 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 Scale RIVETS. THE CORNER TRIM SHOULD BE PLUMB. STRUCTURAL COMPONENTS OF THE BUILDING, USUALLY GIRTS OR EAVE/BASE ANGLE AND CHANNELS. THE TOP OF A ENDWALL WILL FASTEN THROUGH THE i 1/2" — 1'-0" RAKE TRIM AND INTO THE PANEL - SEE RAKE TRIM DETAIL. //,i Plan No. P52167 EXTERIOR CORNER TRIM BLANK EXTERIOR SIDEWALL TRIM BLANK WALL & DOOR JAMB FASTENING WALL & DOOR JAMB FASTENING Order No. 13 DETAIL 14 DETAIL 18 A-PANEL PROFILE AND LAYOUT NOTCH ENDCAP AT RAKETRIM DETAILS Sheet & 246258 No. F2eO Ry 11 PANEL & JAMS TRIM SHOWN REVISION Date 16 PDL DOOR ANCHORS PART # INDEX PANEL AND JAMB TRIM IS SHOWN. IF RECESSED ENTRY IS THE ACTUAL CONFIGURATION. WHEN INSTALLING THE "EXISTING OPENING ANCHORS" (EOA) INSIDE THE THEN REFER TO THE RECESSED ENTRY PAGE. DOOR JAMB OF A PDL DOOR, TAKE CARE TO ALIGN THE CENTER SCREW PART# DESCRIPTION HOLES OF THE EOA WITH THE HOLES IN THE DOOR JAMB. THIS ALIGNMENT 176312500 exterior wall panel, 10'-5" IWHT 13 FASTENER COLORS MAY REQUIRE THAT THE EOA FLANGES BE FACING EITHER UP OR DOWN IN FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. THE DOOR FRAME. FINISH THE INSTALLATION BY INSERTING THE PLASTIC 176312800 exterior wall panel, 10'-8" IWHT GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE PLUG TO COVER THE HOLE OF A 55%4" DOOR JAMB. ON DOORS WITH A 1 7631 31 00 exterior wall panel, 10'-11" IWHT VISABLE UPON COMPLETION OF WORK. 44" DEEP JAMB THE WEATHERSTRIPPING WILL CONCEAL THE HOLES WHEN 32261920C rake trim MLBK 16'-0" long INSTALLED. 37631440C 26 a. CNR. trim panel/frame, IWHT 12'-0" 42631220C 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 peak box 1 4:12 & 1 2:12 pitch 779341 4 322619200 1 TRIM EXCESS PANEL AT M176313100176313100 _ 2'0 2. STRUCTURAL LINE, BACK— CRAKE LAPPING IS OPTIONAL INGLE T1 5045007163 176312500 176312500 17-312500 176312500 176312800 176312800 176312800 176312800 176313100 176313100 176312800 176312800 176312800 176312800 176312500 17'312500 176312500 176312500 2 / 2.0 _AZ13 2 ClF NEI 2.0 O v u 2.0 2. 5045007263 A 376314400 1 18 376314400 I'Howa� Lu DOOR 22.03. SIDEWALL DOOR ��, �A �190�lg3 ; SIDEWALL �OFESS () .0 12'-0" 12'-0" 426312200 12'-0" 12'-0" 12'-0" cC, 'o 60'-0" m 3 0 ui v s A ENLI WALL ELEVATION — BLDG 3 w 0 .z' co - � w o ry � � U CO a Q) Z o cn � � _j a a � -1 3 o �r0 m ° � o 4 w 2, U ` 2 1 TRIM EXCESS PANEL AT F- ro n, n o 779341 2.0 322619200 = °' "� 176313100 176313100 176313100 STRUCTURAL LINE, BACK— U a a) E o CAKE —— 2. AIVGLE LAPPING IS OPTIONAL p Q a •� O 6 5045007163 176312500 17'312500 176312500 176312500 17-312800 17'312800 175312800 175312800 176313100 176312800 176312800 176312800 176312600 176312500 176312500 176312500 176312500 2 / 2.0 13 2 k13 2.0 5 445007263 376314400o k18 376314400 DOOR IZ2.0 11 p DOOR SIDEWALL SIDEWALL 3 U= „ � �� 426312200 � �� � �� � 12 —0 12 —0 12 —0 12 —0 12 —0ll 60'-0" B END, WALL ELEVATION — BLDG 4 E w w Q o H A-PANEL NOTE: MOUNT SWING DOOR PER Z a a A-PANEL MANUFACTURERS SPECIFICATIONS Z Z w CLOSURE j12 x 1 1/4`/ tructural 13 SCREW t' 0 w a I c w Ix L7 P4 5045007263 11 y c\? 0 0 c + w COLD EOA 16 A—PANEL)— 16i SUB—FRAME BASE TRACK GIRT Dote 2/23/22 760600 BASE TRACK ) Drawn by ��!!11 Ell JMN SCREWI 1I4� Scale 1/2» _ 1e_0» 5045007163 Plan No. SWING DOOR P52167 SEALANT HEADER Order No. 246257 & 246258 Sheet No. PDL DOOR TRIM DETAILS THRU 2 PDL SWING DOOR HEADER JAMB/LATCH CONNECTION DETAIL F2 * 1 REVISION ay Dote *TAPE SEALER NOT SHOWN FOR CLARITY" 710962 USE A 2' x 2' CUT TO 23 3/4' LONG AS A SPACER PART # INDEX TO HOLD 24' CENTERLINES FROM PANEL TO PANEL (AT FASTENING LOCATIONS) 71199_ 710977 SSR PANEL PART# DESCRIPTION 23 3/4" i.d. • 511123 8-18 x 3 '4" HWHSD screw, BWHT 5910006218 18 a. eave to angle, 6.75" x 2" x 9'-10" 8 7,os11 -_ IA-1 2 8 7 6 5 4 3, 710964 NOT REQb O 2'-0' STANDING SEAM ROOF PANEL i i i i i i ---- ENDS, STEPS, OR 710988 ----- EAVES 5920019982 26 a. adapter trim 16'-0" Ion I I -------- 710969 710881 Tri—Bead Tape Sealer g3�8. THERMAL SPACERS ____- 710911 2'-0' O.C. ------- � 2 PER CLIP 710892 Minor Rib Tope Sealer W/2 710969 THROUGH EAVE TRIM --_________ THERMAL SPACER 71199_ EAVE SPAN ANGLE NSIDE __________ 710911 Metal Inside Closure EAVE TRIM PURLIN PURUN LINE T TOP Ps w (2jNDSE1F tructural CLOSURE (TYP.) ---------_ -- / tructural ne 710962 high floatinc ss clipins ?� -________- DRILLING SCREWS /710969, VERTICAL LEG FLUSH O• — ATTACH PANELS TO EAVE AND INSIDE CLOSURES AT THESE (8) -_____- w/STRUC. LINE) INSTALL 4 3/8" LEG VERTICAL 710967 standingseam roof shaping A tool 'rA LOCATIONS USING f12-14 x 1 1/4' ZAC® HEX HEAD SELF—DRILLING INSULATION 2 71�— » 710881 (CUT TO 5') FASTENERS ENDWALL PURUN TEMPORARILY FASTEN TIE LAST PANEL 710969 12-14 x 1.25 Hex head screw \ WITH A FASTENER OR VISE—GRIPS. THE " SSR PANEL OVERHANG AT EAVE — FASTENERS MUST PENETRATE TRI—BEAD TAPE SEALER, INSIDE M PANEL WALL BE ATTACHED PERMANENTLY 710977 12 X 1.25 SDWW ZaC screw, GALVM EAVE BAN ANGLE CLOSURES, EAVE TRIM AND UNDERLYING EAVE SPAN CHANNEL .t WHENNS E RRAKE TRIM AND ADAPTER TRIM — 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 mmm THERMAL SPACER 710984 R—5 th erm a I spacer — BUILDING WITHOUT GUTTER: 5 TO 6" BEYOND FACE OF EAVE TRIM EAVE, WITH PROPER INSTALLATION OF INSIDE CLOSURES AND BY RAKE ANGLE m m m 0985 R-5 thermal spacer cover INSTALLING FASTENERS IN PROPER SEQUENCE 710986 thermal spacer, 5 8" �tructurai PURUN 24" O.C. FIRST PANEL EAVE ELTineRIM O2 EAVE FASTENER SEQUENCE O3 RAKE SUPPORT (OR IS O.C. DEPENDENT 8 TERMINATION PANEL 0 0 710988 Insulation sLa ort banding1 ON SHEET WIDTH) �,�-�pF NOTE: DO NOT EXTEND RAKE ANGLE OR ADAPTER TRIM BEYOND STRUCTURAL LINE. 71199_ Rake SU ort An I e I en th varies INSULATION NOT SHOWN FOR CLARITY ROOF PANEL IS NOT TO BE CUT OUT AS SHOWN. PANEL IS ONLY CUT AWAY T DC.y�� �G�- C '� 0� 760606 12-14 x 2 1 2" HWHSD screw 7,osn 710977 SHOW PARTS UNDER IT. 2'-0' McELROY STANDING SEAM /12-14x1.25' ZAC HEAD 710969 2 PER !7109!62 710985 2 PER 710969 2-14A.25" ZAC HEAD 2-14x1.25' ZAC HEAD 710881 7108B1 7toe8t ':"� (NOMINAL) ROOF PANELS 24 a ` I 710881 SEE EAVE FASTENER 5920019982 ROOF PANEL g '` 766000 1.5" o.d. fender washer 71as6+ PATTERN DETAIL �, I�Howa�u 710969 STANDING SEAM 5920019982 710881 7810785050 i n s u I a t i o n 12" tabs, 8" X 5'—0" X 50'—0" TANDING SEAM UN-FACED INSULATION 71 768000 ROOF PAN 2-14x1.25' ZAC HEAD) 71199- „, ^' , 1 22.03. RUNNING THE WIDTH OF ROOF PANEL 5920019982 710881 BUILDING OVER PURUNS 8 710911 760806 7I0881 APPLY A CONTINUOUS ROOF PANEL �0982 8 INSIDE CLOSURE " LINE OVER EACH INSIDE 1 -6 A (� 0�Ii�13: INSIDE CLOSURE /710911 CLOSURE FOR THE ENTIRE EAVE 7199- 2-14x1.25' ZAC HEAD 1'-6" MCELROY STANDING SEAM INSIDE CLOSURE 0710911 71199_ 710881 710881 LINE ALONG EAVE SPAN ANGLE 710969 710985 RIMT (NOMINAL) ROOF PANELS 24 ga. OFE'S`SIO� 5' BELOW CLOSURE ONLY 5" BEL CLOSURE ONLY RAKE ANGLE BIRD SrOP • fi & ABOVE CLOSURE & ABOVE CLOSURE RAKE AN m CUT TO FORM AROUND 710881 M ACROSS ENTIRE EAVE ACROSS ENTIRE EAVE. 710969 THE TRIM HEADER or CHANNEL SIDE WALL � 1 'A' PANEL o o m 2 PER CUP SPAN ANGLE EAVE TRIM EAVE TRIM •A' PANEL ° ° 710881 SEAMING NOTE: E­F SPAN ANGLE) ° o VISUALLY CHECK TO SEE THAT THE -� EAVE SPAN ANGLE i- EAVE SPAN ANGLE o 710967 SEAMS HAVE SNAPPED THE ENTIRE COLUMN do STARTER JAMB PURUN LENGTH OF PANEL WHEN ASSEMBLED _ � � O 5910006218 HEADER (CONFIRM COLUMN POSITION CORNER TRIM CORRECTLY, THE SEAM WILL LOCK O CLOSURE PURUN W/ FLOOR PLAN) COLUMN (n uvi OC EAVE TOP (BAND roves TOGETHER WITH REASONABLE PRESSURE ecturo� �� TRIM APPLIED WITH HAND OR FOOT � � � � � O 5910006218 HOWEVER, IF A PROBLEM IS crj� 2� SMOKEINSULATION FLAME AND RATING CHANNEL NOTE: INSULATION NOT SHOWN FOR CLARITY STARTER JAMB ENCOUNTERED IN FULLY SNAPPING THE SEAMS TOGETHER SUCH AS 1w- �' � O THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE VAPOR BARRI ATTACH TO JAMB AN INCORRECTLY INSTALLED CUP, DAMAGED PANEL UP, OR A BUBBLE (n c , BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 TO INTERIOR LONG TAB E LENGTH NOTE: HEADER & JAMB SIDEWALL IS CAUSED BY FAULTY ASSEMBLY, A SHAPING TOOL IS SUPPLIED THAT >- o o RUNNING THE LENGTH U SHOWN. SIDEWALL MAY BE A-PANEL SIDE WALL HEADER SHOULD ENABLE THE SEAM TO BE LOCKED WITH A MINIMUM EFFORT. (n ` Co � j Q SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES BUILDING BETWEEN PURUNS BLANK ENDWALL & BLANK ENDWALL & 723 TEST METHOD OR ASTM E-84', TEST METHOD. INSULATION BY OTHERS BLANK LINER Tops OVER PURUN n a � o o w TO MEET OR EXCEED THESE REQUIREMENTS. ANa SIDEWALL STANDING SEAM ROOF STANDING SEAM ROOF STANDING SEAM ROOF STANDING SEAM o o �, O SIDEWALL ROOF INSULATION w/SS—ROOF W DOORS DETAIL AT EAVE DETAIL AT PURLIN G & RAKE TRIM DETAIL 5 ROOF PROFILES J a o 0 RAKE ANG ADAPTER R����I � � 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 'v', °o o PLACE ACROSS END WALL FRAMING WITH VERTICAL LEG FLUSH WITH BUTTING sFAMs WALL SIT ABOVE THE SIDEWALL TRACK AND PURUNS. SCREWS WITH FENDER to o c WASHERS ARE NOT REQUIRED. VJ 3 k m E 3 STRUCTURAL LINE. INSTALL 3 %" LEG VERTICAL. NOTE THAT RAKE ANGLE 710962 F- m #12-14 X 1-1/4' SCREW U Q) 0 AND ADAPTER TRIM ARE NOT TO EXTEND BEYOND THE STRUCTURAL EAVE 2 PER CUP e ® w o o\ a Q LINE OF THE BUILDING. 4' ROOF INSULATION U Q NFACED INSULATION Of I, o 0 2'-0" STANDING SEAM 7 NO VAPOR BARRIER ROOF PANEL 24 GA THERMAL SPA a SSR PANEL RAKE ANGLE / ADAPTER TF;j�, CER 2 4 PLACE ACROSS ND WALL FRAMIN13 WITH VERTICAL LEG FLUSH WITH 710986 5 e' e " START WITH 3'-0" WIDE INSULATION, 710881 STRUCTURAL LINE. INSTALL 4 � LEG VERTICAL. NOTE THAT RAKE ANGLE THEN CONTINUE WITH 4'-0' Roos AND ADAPTER TRIM ARE NOT TO EXTEND BEYOND THE STRUCTURAL EAVE FOR REMAINDER OF ROOF LINE OF THE BUILDING. ° INSIDE CLOSURE PURUN 6 199_ SW TOP TRACK FIELD CUT CLOSURE AT STRUCTURAL LINE IF END WALL HAS CLOSETS. DO NOT WALK ON THE MINOR RIBS. WALKING ON THE MINOR RIBS MAY RESULT IN 760606 " PERMANENT DAMAGE TO THE ROOF PANEL. DAMAGE MAY INCLUDE ROOF LEAKS, �0985 ,/'' Me`t�'o� r CUT CLOSURE TO EXTEND 1 Y PAST STRUCTURAL LINE IF END WALL IS STANDING WATER, OR AESTHETIC DAMAGE. I 1 710892 A—PANEL. DO NOT. UNDER ANY CIRCUMSTANCES, STEP ON THE PANEL AT THE PANEL ENDS o�e�• �� yy.� UNTIL THE PANEL IS FULLY ATTACHED. THE ROOF PANEL MAY NOT SUPPORT THE RAKE ANGLE ROOF PANEL — �s1C'�idr„173' APPLY TRI—BEAD TAPE SEALER \ RQOF CUP WEIGHT OF A PERSON AT THESE LOCATIONS N o SPAN CHANNEL vz; r0 MALE LEG OF SSR PANEL J� STARTING END 9' E W P URU DIRECTLY OVER INSIDE CLOSURE \ POSITION THE CLIP AT EACH PURLIN. ROTATE THE CLIP ON THE MALE LIP IF THE PANEL MUST BE WALKED ON, PROTECT IT WITH Zx12 PLANKS WHAT SPAN L���so� ACROSS A MINIMUM M 3 PURUNS. THESE PLANKS WILL HELP TO DISTRIBUTE THE 50' LONG. 8' THICK, LONh TAB 1, VENDWALL UNTIL VERTICAL. IT IS IMPORTANT' THAT THE CLIPS PROJECTING LEDGE FITS LOAD, BUT PANEL DAMAGE MAY STILL OCCUR IF THE LOADS aR FREQUENCY of TNT COTRAVEL ARE EXCESSIVE. EW COLUMN MSULATION RUNNING THE LENGTH AND710988 7810785050SNUGLY UNDER THE PANEL'S HORIZONTAL LEG AS SHOWN. FASTEN TO OF BUILDING BETWEEN PURLINS. VAPOR PURUN PURLIN. THE PANEL CUP 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 BARRIER TO INSIDE CLOSURE LIP. IF A CLIP MUST BE REMOVED, A NEW CLIP MUST BE USED OR END OF EACH WORK DAY. FAILURE TO DO SO MAY RESULT IN 5'-a- and 2'-0• WIDTHS 2'-6" 11123 with white INTERIOR RAKE ANGLE ROOF INSULATION FASTENING OVERHANG DETAIL AT LAPPED GUN-GRADE SEALANT INSTALLED HIV THE UPPER LIP. 1 6 RUST SPOTS. ,� 7 RAKE ANGLE screw s 5 � 8 � g � 21 TAPE SEALER AT NOTCH - O DETAIL O s O ROOF PANEL & INSULATION LAYOUT U .035 LAP DETAIL RIB (� & � . 12 PITCH ) 43 INSULATION INSTALLATION SSR PANEL (TYP.) IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSTALL THE INSULATION WITH CONSIDERATION THAT ALL VOIDS IN AN INSULATED WALL NEED TO BE FILLED WITH INSULATION. CARE SHOULD BE TAKEN TO ASSURE THAT ° ° EAPPI ACHY ONE HALF OF THESE LOCATIONS MINOR RIBTO COMPLETE SEEALEAL AT EXTERIOR AIR INFILTRATION TO THE INTERIOR OF THE BUILDING IS ° EAVE. MINIMIZED. LIGHT SHOULD NOT BE VISIBLE THROUGH CRACKS AND a 710881 CREVICES. CAULK OR OTHER REMEDIES TO THESE SITUATIONS IS NOT fgyF ° SUPPLIED BY TRACHTE AND IS TO BE USED AND SUPPLIED AT THE TRIM - 7toss2 DISCRETION OF THE ERECTOR AND,/OR OWNER. { 710892 YOU MUST INSTALL THE INSULATION WITH THE VAPOR BARRIER TO THE 710892 I I m\\1 �;\\ rj> CLIMATE CONTROLLED SIDE OF THE WALL & ROOF (INTERIOR). 710881 I CUT MINOR RIB TAPE SEALER IN HALF WIDTH—WISE AND APPLY ONE HALF TO UNDERSIDE OF EVERY MINOR RIB OF SSR PANELS, POSITIONED TO CROSS f� tt INSIDE TRI—BEAD TAPE SEALER AT EAVE; NOT REQUIRED CLOSURE (TYP.) t--t AT HIGH EAVE OF LEAN—TO WITH HIGH EAVE TRIM AND OUTSIDE CLOSURES. I 17\ W APPLY TRI—BEAD TAPE SEALER ON TOP AND SIDES OF EACH INSIDE ( A CLOSURE TO COMPLETE SEAL AT EAVE. APPLY TRI—BEAD TAPE SEALER CONTINUOUSLY ACROSS TOP OF EAVE O w TRIM, POSITIONED TO CONTACT UNDERSIDE OF INSIDE CLOSURES AND I TRI—BEAD TAPE SEALER APPLIED OVER INSIDE CLOSURES. � Q GTAPE SEALER APPLICATION AT EAVE z z � z 00w � x C\2 z � � pOU A 0. z C � r Date 2/23/22 Drawn by JMN Scale N.T.S. Plan No. P52167 Order No. 246257 & 246258 Sheet No. G190 0� POWDER ACTUATED ANCHORS (BY OTHERS) 08 "TRIM" FIELD CUTTING REVISION By of POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED THE TRIM PROVIDED FOR OUR BUILDINGS OFTEN NEEDS FIELD CUTTING. ALL FIELD CUTS TO Dote ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS TRIM SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED THAT GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & ANCHORING AS NOTCHED FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS B ARRANGED TO SHED WATERWIND PART # INDEX SPECIFIED, DIRECTION. GOOD QUALITY & ACCURATE F EOLD CUTS WILL MINIMIZE THE AMOUNTOVERHEAD OR FROM THE (OF CAULK PART# DESCRIPTION NEEDED AND PROVIDE FOR A GOOD APPEARANCE. 206410800 24 a. flush panel 12" x 9'-0" BWHT 04 INSTALLATION PROCEDURES FOR ZAMAC HAMMER-SCREW ANCHORS A). USING THE PROPER DIAMETER CONCRETE BIT (NOT PROVIDED). DRILL A HOLE INTO THE 13 FASTENER COLORS 5000010964 iamb DBL. roll—up door, 9-0 22 ga BASE MATERIAL TO A DEPTH OF APPROXIMATELY 1/4" DEEPER THAN THE REQUIRED FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. 5001031064 iamb STIR., roll—up door, 9-0 22 ga EMBEDMENT. OUR ANCHOR P/N 104168 REQUIRES A Oh- HOLE 1A4" DEEP. BLOW THE GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE 5022084964 header, roll—tip door, 9'-0" 8-8 22 go HOLE CLEAN OF DUST AND DEBRIS. VISABLE UPON COMPLETION OF WORK. 5045001864 22 a. to bottom channel trim 10'-8" Ion 0). INSERT THE ANCHOR THROUGH THE FIXTURE. HAMMER THE SCREW INTO THE ANCHOR 15 FASTENING PANELS 5045009264 22 a. burglar bar, 10'-2" long, hat BWHT BODY TO EXPAND IT. BE SURE THE HEAD IS SEATED FIRMLY AGAINST THE FIXTURE AND FLUSH PANEL FLANGES ARE FORMED AT LESS THAN 90' TO FACILITATE A 5050000116 16 o. base plate, no—notch THAT THE ANCHOR IS AT THE PROPER EMBEDMENT. FLAT PANEL SURFACE. CLAMP PANELS TOGETHER PRIOR TO EACH SCREW CONNECTION TO HOLD SEAMS TOGETHER TIGHTLY. MAKE TOP AND BOTTOM 5050000818 18 a. top trim clip C). TO REMOVE THE ANCHOR PRESS A SCREWDRIVER FIRMLY INTO THE SCREW HEAD AND CONNECTIONS FIRST THEN THE SCREWS AT THE GIRT LOCATION. PUSHING 508674 8-18 x 1 2" HWHSD screw BWHT TURN COUNTER—CLOCKWISE. PRY THE SCREW FROM THE ANCHOR BODY, THEN PRY OUT INSTEAD OF CLAMPING THE PANELS TOGETHER WITH TO MUCH FORCE CAN THE FIXTURE AND ANCHOR BODY. CAUSE THE PANELS TO OIL CAN OR CONCAVE. THIS CREATES AN UNDESIRED APPEARANCE. BASE PLATE REFERENCE HOLES HOLES AT THE CENTER OF THE BASE PLATES ARE USED AS A AID TO LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES). C D (•] C 1 5 11 12 2 /12 1 1.0 _, 1.0 1.0 .0 1.0 41 1.0 1.0 / 508674 5045009, 1 i / / \ 5045009264 508674 5045001864 I 5045001864 \ - ----------- ------ - ---- --- / 5045009264 /� � 5045009264 /� � � 5050000818 \ 5050000818 \ I Q"0�,M1 � C� INTERIOR 5045001864 \ / INTERIOR 5045001864 ` / \ ———————— ————— / C-D � 5050000818, 5050000818 COLUMN COLUMN } NTERIOR HEADER HEADER I . (COLUMN (COLUMN � y ` _I�Howa cw lj _ JAMB JAMB 5022084964 5022084964 5000010964 5001031064 5001031064 5000010964 INTERIOR INTERIQR INTERIOR — • COLUMN COLUMN 206410800 206410800 COLUMN COLUMN (PARTITION PARTITION 7'-0" REF. 7'-0" REF. ANEL PANEL U c O 02 5045001864 5045001864 o 4 W � 1.0 / 5050000116 5050000116 \\ 5050000116 5050000116 \\ 1• / \\ \ 1.0 / a L �� L a P. a a 3 \ 4!1 REIr. 4'-8 REF: / \♦ d \ d j p FINISHED CORRIDOR WIDTH •\ / \\ FINISHED CORRIDOR MADTH •\ / 10'—O" \ / \`_/ / m O > o N j 3 4 3 3 0, � C' � Lo o °c 1.O STRUCTURAL LINES 1.0 •0 STRUCTURAL LINES 1.0 tructural tructural tructural tructural H k m ine ine ine ne tructural tructural !ructural tructural ine ine ne ne = O` O U N \ p Q tl 0 Q A TYPICAL LONGITUDINAL CORRIDOR SECTION B TYPICAL LONGITUDINAL CORRIDOR SECTION TYPICAL LONGITUDINAL CORRIDOR @ INTERIOR COLUMNS TYPICAL LONGITUDINAL CORRIDOR @ COLUMNS ® PEAK 0 0 1 NOTE: TYPICAL CONNECTIONS AT NOTE: TYPICAL CONNECTIONS AT NOTE: TYPICAL CONNEC11ONS AT NOTE: TYPICAL CONNECTIONS AT OPPOSITE END MIRROR THIS DETAIL OPPOSITE END MIRROR THIS DETAIL. ' OPPOSITE END MIRROR THIS DETAIL OPPOSITE END MIRROR THIS DETAIL «era imm CUP ructural tructural tructur ne t al I oaf ne u<mrd TOP TR ne BURGLAR BAR ne nP `�o! ructural FASTEN($ OLI A �e cf�of �P a!\ BURGLAR BAR inectural INT COLUMN 508674 I STRUCTURAL MEMBER 508674 <1 1 COLUMN u �/ COLUMN - TOP TRIM CLIP TOP TRIM CLIP I JAMB BURGLAR BAR . JAMB JAMB 104168 4 JAMB( INTERMEDIATE FASTENER 760600 760600 #12x3/4" SCREW TOP TRIM TOP TRIM I I JAMB I HEADER SCREW POINT TO 5050000116 THIS SIDE AS SHOWN HEADER 508674 HEADER INT COLUMN \ � 5050000116 / BASE PLATE INT COLUMN 0 �otj JAMB 'iOq JAMB I I 104168 4 508674 1 BASE CHANNEL BASE PLATE ® I ; OF JAMB FASTEN PANEL AT 2-0 CP W/ 508674 CHANNEL / (SCREW TO PULL SHORT FLANGE FLUSH) 2\�� 2 R F Jcl'ta\HOLES Zo ":o8 R F 1 1 ne °'b HOLES 1 LONGITUDINAL JAMB, HEADER, 2 LONGITUDINAL JAMB, HEADER, 3 JAMB BASE CONNECTION AT 4 JAMB BASE CONNECTION AT BURGLAR BAR CONNECTION FLUSH PANEL AND TOP TRIM CONNECTIONS AND TOP TRIM CONNECTIONS INTERIOR COLUMN LOCATION COLUMN LOCATION 5 6 CONNECTIONS w A O I a NOTE: OPPOSITE WILL MIRROR STARTER JAMB NOTE: O pq THIS DETAIL CORRIDOR, WITH GAPS NOT TO EXCEED 7". Z � W BURGLAR BARS WILL FILL GAP ABOVE CORNER TRIM GAPS SMALLER THAN 7" DO NOT NEED Z Z � BURGLAR BARS. O 0 CORRIDOR PANEL 0W Z � 0C) q OOR CURTAIN 508674 .a H H EU a JAMB MC�O U OU tructural ( KICK PLATE) I� ° ine I I 5045009890 o FIELD DRILL A HOLE FIELD LOCATE Date FOR SECOND ANCHOR ( I PER CUSTOMERS 2/23/22 o® 4 104168 I I REQUEST Drawn by JMN o® 5050000116 Scale 1 —O "a —FIELD CUi BASE PLATE " — ' IN HALF 760628 1/2 12" O.C. Plan No. -SCREW USE FOR ANOTHER IF RIGID—RIB PANEL Y P52167 STARTER JAMB O.C. MEASUREMENT\ JAMB ���e MAY BE DIFFERENT CORNER GUARD 760628 Order No. TYPICAL INTERIOR 5045009990 24" O.C. 246257 & 246258 COLUMN ARRANGEMENT DOOR JAMB AND DOOR 9 BASE PLATE CONNECTION AT KICK PLATE & CORNER GUARD Sheet No. MOUNTING BRACKET STARTER JAMB 4 CONNECTION DETAIL BURGLAR BAR SPACING H1 * 0 02 PONDER ACTUATED ANCHORS (BY OTHERS) 13 FASTENER COLORS REVISION By POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. Dote ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE FART# INDEX ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED VISABLE UPON COMPLETION OF WORK. ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do ANCHORING AS ' PART# DESCRIPTION SPECIFIED, <15> FASTENING PANELS FLUSH PANEL FLANGES ARE FORMED AT LESS THAN 908 TO FACILITATE A 206410800 24 a. flush panel, 12" x 9'-0" BWHT FLAT PANEL SURFACE. CLAMP PANELS TOGETHER PRIOR TO EACH SCREW 5000010964 jamb DBL., roll-up door, 9-0 22 ga 04 INSTALLATION PROCEDURES FOR ZAMAC HAMMIER-SCREW ANCHORS CONNECTION TO HOLD SEAMS TOGETHER TIGHTLY. MAKE TOP AND BOTTOM A). USING THE PROPER DIAMETER CONCRETE BIT (NOT PROVIDED), DRILL A HOLE INTO THE CONNECTIONS FIRST THEN THE SCREWS AT THE GIRT LOCATION. PUSHING 5001031064 iamb STR., roll-up door, 9-0 22 ga BASE MATERIAL TO A DEPTH OF APPROXIMATELY 1/4" DEEPER THAN THE REQUIRED INSTEAD OF CLAMPING THE PANELS TOGETHER WITH TO MUCH FORCE CAN 5022084264 header, ro 1-up door, 9'-0" 3-8 22 ga EMBEDMENT. OUR ANCHOR P/N 104168 REQUIRES A OY4" HOLE 1Y4" DEEP. BLOW THE CAUSE THE PANELS TO OIL CAN OR CONCAVE. THIS CREATES AN 5022084964 header, roll-up door, 9'-0" 8-8 22 ga HOLE CLEAN OF DUST AND DEBRIS. UNDESIRED APPEARANCE. 5045001864 22 a. to bottom channel trim 10'-8" Ion B). INSERT THE ANCHOR THROUGH THE FIXTURE. HAMMER THE SCREW INTO THE ANCHOR BASE PLATE REFERENCE HOLES 5045009264 22 a. bur Ilar bar, 10'-2" long, hat BWHT BODY TO EXPAND IT. BE SURE THE HEAD IS SEATED FIRMLY AGAINST THE FIXTURE AND HOLES AT THE CENTER OF THE BASE PLATES ARE USED AS A AID TO 5045009890 kick plate, aluminum DIA. Tread 1' x 10' THAT THE ANCHOR IS AT THE PROPER EMBEDMENT. LOCATE BASEPLATES ON THE STRUCTURAL LINES (CHALK LINES). 5045009990 corner quard, aluminum DIA. Tread 3" x 3" x 4' C). TO REMOVE THE ANCHOR PRESS A SCREWDRIVER FIRMLY INTO THE SCREW HEAD AND 5050000116 16 a. base plate, no-notch TURN COUNTER-CLOCKWISE. PRY THE SCREW FROM THE ANCHOR BODY, THEN PRY OUT 5050000818 18 a. top trim clip THE FIXTURE AND ANCHOR BODY. 508674 8-18 x 1 2" HWHSD screw BWHT 760628 8-18 x .3/4" wafer tek screw 1 508674 5 2 5045001864 1.1 l.i / / \ 5045009264 508674 / \ 1 � 5045001864 5045009264 SECONDARY / r ,�' 011 5050000818 COLUMN C0 VRIOR 5045001864UMN COLUMN HEADER 5050000818 5050000818 5050000818 c. • JAMB 5022084264 5022084964 5022084964 y I;Howa i I 22.03.9 099�:1I-3: 5000010964 5000010964 5001031064 5001031064 5000010964 �A INTERIOR INTERIOR INTERIORSECONDARY COLUMN COLUMN COLUMN 206410800 206410800 S COLUMNRY CO LIMN =I�ON 7'-0" REF. 7'-0" REF. O ,v a°, "� ,n 1• 5045001864 2 4 � 3 2 5045001864 F- `� � a � Cl- `O3n 51D50000116 5050000116 Z a 4 ' . o a < ` ° \+ \ d Nq J 4�-5 REF. .° FINISHED CORRIDOR WDTH 5 —U 10 —0 '3N 'Z'— m 00 o 5'-0' ne ne tructural tructural f— k STRUCTURAL LINES W c 6 m j to c 3 tructural tructural rirr'U.-tu" l tructural Z•j -�- \ 66 ine Q 'C ine ine = b Q I.,� O (If t w. a A TYPICAL TRANSVERSE CORRIDOR SECTION B TYPICAL TRANSVERSE CORRIDOR @ INTERIOR COLUMNS C TYPICAL TRANSVERSE CORRIDOR @ SECONDARY COLUMNS tructural ne tZ ne CUP BURGLAR BAR i rat the tural BURGLAR BAR ;l�ct ne Nc:uro' TAM e ct��at 4e at \ t� r In ue tural tn. ctural �e `tea/ tructural FASTENS TO A 508674 508674 TOP TRIM CLIP INT COLUMN STRUCTURAL MEMBER m. COLUMN COLUMN I TOP TRIM CLIP TOP TRIM CLIP TEK SCREW TOP TRIM TO JAMB I , I BURGLAR BAR THE JAMB RETURN 760600 I INTERMEDIATE FASTENER JAMB I l l JAMB #12x3/4" 760600 TOP TRIM ' I � ,te°t�a\ I I SCREW JAMB 50867 4 i SCREW POINT TO EADER HEADER THIS SIDE AS SHOWN TOP TRIM H { INT COLUMN i l 508674 HEADER I I l SEC COLUMN JAMB �01 JAMB o� JAMB BASE PLATE L i I BASE CHANNEL 4 104168 i , ® I BASE PLATE 5050000116 i 104168 0 JAMB FASTEN PANEL AT OVERLAP THRU BASE CHANNEL �y? ( 12" O.C. W/ 508674 \"j ��e` °� 5050000116 (SCREW TO PULL SHORT FLANGE FLUSH) �JatJ( LEs 1 1 �e R F HOLES TRANSVERSE JAMB, HEADER, 2 TRANSVERSE JAMB, HEADER, 3 JAMB BASE CONNECTION AT 4 JAMB BASE CONNECTION AT BURGLAR BAR CONNECTION FLUSH PANEL w AND TOP TRIM CONNECTIONS AND TOP TRIM CONNECTIONS INTERIOR COLUMN LOCATION SECONDARY COLUMN LOCATION 5 6 CONNECTIONS w � A 0 rn q a a, NOTE: OPPOSITE WILL MIRROR STARTER JAMB BU GLAR BARS WILL FILL GAP ABOVE ~ THIS DETAIL CORRIDOR, WITH GAPS NOT TO EXCEED 7 Z '� F4 CORNER GAPS SMALLER THAN 7" DO NOT NEED Z Z v) TRIM BURGLAR BARS. � O � CORRIDOR PANEL W ti= Irk Z3 ZCQOO A O OOR CURTAIN 508674 .a F' � � E., a JAMB _ Z trua+.oral I KICK PLATEer �I� o .., l ne I 5045009890 o FIELD DRILL A HOLE I I I FIELD LOCATE Date FOR SECOND ANCHOR I I PER CUSTOMERS ;� 2/23/22 REQUEST Drawn by ° I JMN 0 5050000116 Scale ° - FIELD CUT BASE PLATE " = ' IN HALF 760628 1/2 1 -0 12" O.C. Plan No. USE FOR ANOTHER IF RIGID-RIB PANEL P52167 -SCREW r STARTER JAMB O.C. MEASUREMENT CORNER GUARD Order No. TYPICAL INTERIOR «°e MAY BE DIFFERENT 5045009990 760628 246257 & 246258 COLUMN ARRANGEMENT 24 O.C. ` DOOR JAMB AND DOOR 9 BASE PLATE CONNECTION AT KICK PLATE & CORNER GUARD Sheet No. MOUNTING BRACKET STARTER JAMB 4 CONNECTION DETAIL BURGLAR BAR SPACING r H I I 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS pg FIELD CUTTING 13 FASTENER COLORS REVISION o to STEP 1. PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. NOTE: USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE PART # INDEX REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED VISABLE UPON COMPLETION OF WORK. START THE 1ST PANEL 4'-11" FROM THE SUB-FRAME COLUMN. TO PART# DESCRIPTION REQUIREMENTS OF ANSI STANDARD B212.15. FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS ASSURE THE 5TH PANEL FLANGE WILL OVERLAP THE SWING DOOR STEP 2. BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND JAMB. REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR DIRECTION. GOOD QUALITY do ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK 15 FASTENING PANELS 3082_�_ 29 a. PT. panel, GALVM FLUSH PANEL FLANGES ARE FORMED AT LESS THAN 90' TO FACILITATE A VACUUM. NEEDED AND PROVIDE FOR A GOOD APPEARANCE. FLAT PANEL SURFACE. CLAMP PANELS TOGETHER PRIOR TO EACH SCREW 5050020412 12 a. S'1R. 'amb base late STEP 3. " " SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE CONNECTION TO HOLD SEAMS TOGETHER TIGHTLY. MAKE TOP AND BOTTOM 5050027516 16 a. PDL door clip, 4 x 2 x 1.5 to FIELD LOCATE TO CEILING HEIGHT: CONNECTIONS FIRST THEN THE SCREWS AT THE GIRT LOCATION. PUSHING „ " MAXIMUM TORQUE, TIp,� OR TI►1PAcr.w�x RESPECTIVELY FOR THE SELECTED ANCHOR INSTEAD OF CLAMPING THE PANELS TOGETHER WITH TO MUCH FORCE CAN 5910006218 18 a. eave to angle, 6.75 x 2 x 9 —10 DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER To THE FIELD LOCATE TOP OF GIRT TO CORRECT CEILING HEIGHT. CEILING HEIGHT 5911001214 14 a. E J. wall base track 3.88" x 4'-8.5" Ion IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. IS SHOWN ON DETAIL "B". CAUSE THE PANELS TO OIL CAN OR CONCAVE. THIS CREATES AN UNDESIRED APPEARANCE. SWING DOOR JAMB STEP 4. 5911001914 14 a. EXT. wall base track 3.88" x 5'-3" long BUTYL CAULK AT J-TRIM LOCATIONS SUB-FRAME DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO 12 GIRT 5920002882 26 a. trim insul Wall GALVM CON" SPIN TACT THE HITH THE EX SOCKETTOFF.THEEANCHORRTOUST BE DISENGAGE G AFTER INSTALLATION. DO NOT APPLY BUTYL CAULK RECESSED EN RYS AND UNL J-TRIM DER ER THE EXTERIORNS AS SWING SHOWN AROUNDDOOR THRESHOLD. WHEN INSTALLING TALANCHOR GC HER EXISTING OPENING ANCHORS" (EOA) INSIDE THE I�I 5920003863 18 a. trim inside CNR rec entry, 6 x3 CAULK OTHER LOCATIONS AS NEEDED TO PREVENT WATER INTRUSION. DOOR JAMB OF A PDL DOOR, TAKE CARE TO ALIGN THE CENTER SCREW �I 5920003963 18 a. '--trim IWHT HOLES OF THE EOA WITH THE HOLES IN THE DOOR JAMB. THIS ALIGNMENT 5920007163 18 a. flush panel, 8 '-10 1 2" o� POWDER ACTUATED ANCHORS (BY OTHERS MAY REQUIRE THAT THE EOA FLANGES BE FACING EITHER UP OR DOWN IN IWHT POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED THE DOOR FRAME. FINISH THE INSTALLATION BY INSERTING THE PLASTIC 5920007563 18 a. c -iling panel, 4'-4" IWHT ANCHORS ARE To BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS PLUG TO COVER THE HOLE OF A 5;'4" DOOR JAMB. ON DOORS WITH A 5920008063 18 a. c -Aing angle, rec entry, 1.5"x1.1" ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED 4:hn DEEP JAMB THE WEATHERSTRIPPING WILL CONCEAL THE HOLES WHEN 5TH PANEL 1ST PANEL 5920008982 18 a. angle, insul PT. 1.5"X2.5"X12'-O" ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED A CONCRETE SCREW INSTALLED. 4'-11" 2" ANCHORING AS SPECIFIED, 5920016363 18 Eajsh anel 8'-4 1 2" IWHT �3INTERIOR SIDE OF RECESSED ENTRY 5920023463 18 im header, 18" IWHT REFER TO END OF CORRIDOR PAGE FOR INTERIOR TRIMMING DETAILS 5955000163 18 a. SIN EW header, 9'-0" IWHT 63 J-TRIM / FILLER CAP 5985000818 18 a. EXT. girt, 4'-8 1 2" long USE A FIELD CUT SECTION OF J-TRIM (FILLER CAP) #59200039_ TO 5985000916 16 a. E;CT. in 9'-4" Ion FILL THE VOID IN THE NOTCH BELOW HE FLUSH PANEL TRACK. INSTALL THE J-TRIM, CHANNEL SIDE DOWN, BELOW THE FLUSH PANEL J-TRIM. 5985000918 18 a. E;<T. girt, 9'-4" long FASTEN THE J-TRIM (FILLER CAP) TO THE FLUSH PANEL J-TRIM BY USING 5991020116 __ a. EN column 3.63" x 1.5" __ EV (2) SCREWS (#760600). FLUSH PANEL LAYOUT 5994000316 __ a. EISW column 3.63" x 1.5" _ EV lA 10 E @ SWING DOOR 5996000516 116ga. PDL Subcolumn 4.75 x 7'-0" Ion 5910006218 y 5910006218 I I 7 102 )85000818 j I 9 10 5985000916 1. DBL JAMB DBL JAMB CEILING PANEL I 5955000163 5920007563 ___________________ l ' EIJI f'� fl C3 i` �j'},f.\ 5920003963 ----- --- ---- - - I j° 5994000316 5920003963 5920003963 5994000316 08 5920003963 5985000818 5920003963 D8 IN. I * � A,,� E 5911001214 5911001214 59!0023463 SIDEWALL 5920023463 I I IlHowa j 3082 � i �22.03. 5991020116 5050027516 4'-091 3082 3082 5920016363 8 5920003863 // 5991020116 ���•� ��1��� FLUSH PANEL FLUSH PANEL / SSA - DBL JAMB 5994000316 O 5985000818 5994000316 / GIRT I C I 5985000918 r 3082 4A io 5920016363 08 (FIELD CUT) cn 1, I 3082 I C rn ao 5920003863 8 FIELD CUT) �°, o 5985000816 ------- --- --- - - :3A 5911001914 E 5920003863 ( �_ � 5985000918 5996000516 � � 1. 5991020116 ------ ---- --- - - 1' 5 S 5991020116 \ 5920003863 5996000516 5994000316 --- ------------- 5991020116 ————— — ———— 1 5991020116 5994000316 oq a' o 5994000316 Q) E o 5920003863 5050020412 o 6C�L �> �. 5920003963 Z o 5994000316 5920003963 3 BASE TRACK 5911 001 91 4 J ° �, o Q) 5920003963 - 8 5920003963 59 Z0003963 8 BASE TRACK a > c o N , 2 C3d82 5920008982 �� 2A (FIELD CUT) m U a � o " 5996000516 L_ ILd 4-0 5911001214 8 D 11 5'-0" 10'-p �,-- 1. 10'-0" U c o E Q 10'-0" (STARTER BAY) tructural 0 tructural tructural tructural tructural tructural ine ine ine ine ine ine A PLAN VIEW REICESSED SIDEWALL DOOR DETAIL B RECESSED DOOR-EXTERIOR DETAIL C RECESSED DOOR- EXTERIOR DETAIL RECESSED DOOR FRAMING DETAIL N.T.S. ® DBL JAMB REFER TO END OF 3 J-TRIM 08 REFER TO END OF #3 FLUSH PANEL 8 J—TRIM CORRIDOR PAGE CORRIDOR PAGE ��%% O ° SW COLUMN FLUSH PANEL DBL JAMB o 0 0 08 02 J-TRIM 15 13 INSULATION ° ° ° EW COLUMN f8-18 x 3/4 8 FLUSH PANEL BASE TRACK SW COLUMN IWHT ° SW COLUMN 3 [FIELD U PT PANEL 760600 (NOTCH FILLER) 760600 CORNER TRIM BASE TRACK Q e #8 x 3/4' ' �' 760600 LINER PANEL COLORED o 2 BASE TRACK 760600 (Flab NOTCH 7RAdc '� 760600 o ° AROUND CALUNN) J-TRIM SW COLUMN #8 x.3/4' BASE TRACK ° GIRT 01 C NCRCREW ° °® ° 760300 ° DOOR JAMB PT PANEL CORNER TRIM 08 (FIELD CUT) (MD LWATE° 760110 SUB-FRAME CEILING HEIGHT) J-TRIM J-TRIM tructural 16 EOA 16 EOA GIRT '"e ® I 760600 760110 SW COLUMN LINER PANEL I � a ° ° ° MEMO I J-TRIM 1 760300 ° BASE PLATE BASE TRACK EXTERIOR AROUND 760110 AROUND COLUMN) 760300 FLUSH PANEL PT PANEL 760600 EW COLUMN � J-TRIM DBL JAMB SUB-FRAME SW COLUMN SW COLUMN LOCATE GL DANGLE OAT FLUSH PANEL W� 59 EW COLUMN CORRIDOR JAMB 1 A TOP GIRT CONNECTION 2A BASE TRACK CONNECTION 3A EXTERIOR COLUMN 4A SIDEWALL COLUMN/JAMB/ 5 INTERIOR COLUMN / PANEL 6 INSULATED INTERIOR COLUMN/ @ SW DOUBLE JAMB Q SW DOUBLE JAMB GIRT CONNECTION PANEL CONNECTIONS CONNECTIONS PANEL CONNECTION h 1!4 w loo ° EW COLUMN SW COLUMN EW COLUMN GIRT Z � W SW COLUMN (1 — EW COLUMN) EW COLUMN PLAN VIEW 760110 CORNER TRIM GIRT � FLUSH PANEL Z W 0 J-TRIM 760300 (LINER PANEL J - TRIM , . J - TRIM 8 16" HEADER 8-18 x 3/4 U1 Q Pi 760600 SCREW p LINER PANEL FLUSH PANEL CEILING PANEL GIRT Ix GIRT GIRT CEILING PANEL (FIELD LOCATE O — d ; Q O A CEILING HEIGHT) GIRT 760600 8 x 3/4' JSB�T3/4' CEILING / HEADER TRIM E~-{ Ga a (FIELD LOCATE O IWHT �o O a #8 x 3/4" , all ,oa CO DOOR FRAME IWHT 13 15 U O SECTION VIEW 8-180/4" SCREW FASTEN o N.T.S. SIDE W/ BEARING LEG. a GIRT � (SEE PLAN VIEW ABOVE) k ' ' (FIELD LOCATE O $ x 3/4` 1-1 CEILING HEIGHT) , ` IWHT a e J-TRIM 2/23/22 5 16" HEADER 050027516 Drawn by —SCREW/4 JMN i CEILING / HEADER TRIM BASE TRACK-) 1 2" = 1'-O" Scale I rI CEILING PANEL Plan No. �. FLUSH PANEL burn DOUBLE JAMB DOOR JAMB \� SW COLUMN EW COLUMN �IsB x 3/4' P52167 J - TRIM 123 LINER PANEL SCREW Order No. sw COLUMN SUB-FRAME BASE TRACK O 760600 FLUSH PANEL 123 246257 & 246258 (FIELD CUT) LINER PANEL J—TRIM O Sheet No. 7 SUB-FRAME TO SW COLUMN 8 g INSULATED BASE TRACK/ INSULATED FLUSH & CEILING SBUTYL EALANT SCALED SX CONNECTION TRIM PANEL CONNECTIONS PANEL CONNECTION HEADER TRIM CONNECTION FLUSH PANEL CONNECTIONS C . 2 11 PANEL & JAMB TRIM SHOWN 16 PDL DOOR ANCHORS " REVISION Dare **N PANEL AND JAMB TRIM IS SHOWN. IF RECESSED ENTRY IS THE ACTUAL CONFIGURATION, WHEN INSTALLING THE EXISTING OPENING ANCHORS (EOA) INSIDE THE THEN REFER TO THE RECESSED ENTRY PAGE. DOOR JAMB OF A PDL DOOR, TAKE CARE TO ALIGN THE CENTER SCREW HOLES OF THE EOA WITH THE HOLES IN THE DOOR JAMB. THIS ALIGNMENT PAINT # INDEX 13 FASTENER COLORS MAY REQUIRE THAT THE EOA FLANGES BE FACING EITHER UP OR DOWN IN PART# DESCRIPTION FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. THE DOOR FRAME. FINISH THE INSTALLATION BY INSERTING THE PLASTIC 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 FOLLOW DOOR MANUFACTURERS 206405200 24 a. flush )anel 12" x 4'-4" BWHT VISABLE UPON COMPLETION OF WORK. 4Y4" DEEP JAMB THE WEATHERSTRIPPING WILL CONCEAL THE HOLES WHEN 206410800 24 a. flush )anel 12" x 9'-0" BWHT INSTALLED. INSTALLATION PROCEDURE . 5045001864 22 a. to bottom channel trim 10'-8" Ion 14 "SWING DOOR DOOR 1S SHOWN AS AN A" SWING WITH LITE. DIFFERENT HARDWARE MAY �0 PARTITION SUPPORT AT DOOR SIDEWALL 5045003364 24 a. inside CNR. trim 3" x 6" x 9'-0" BE REQUIRED. REFER TO YOUR FLOOR PLAN AND DOOR SCHEDULE FOR DOOR SIDEWALL PARTITION SUPPORT IS NEEDED AT EVERY DOUBLE JAMB 5045007163 26 o. header "J" 1"x 1.38% 6' IWHT YOUR PARTICULAR DOOR SPECIFICATIONS. YOUR INSTALLATION MAY MIRROR ALONG THE SIDEWALL. THE SIDE FLANGE OF THE SUPPORT WILL ALWAYS STEP 1 THESE TYPICAL DETAILS FALL ON THE STRUCTURAL LINE. THE SUPPORT WILL BE ON THE SAME SIDE POSITION PDL EOA ANCHORS INTO THE 5045007263 26 a. jamb J 1"x 1.38 x 7 —6,� IWHT OF THE STRUCTURAL LINE AS THE INTERIOR COLUMNS. SEE FLOOR PLAN ; 5045027364 24 a. hat chiannel 10'-0" Ion field cut FOR CORRECT ORIENTATION. JAMBS.THEN INSTALL THE SUB - FRAME TO THE DOOR JAMBS. <7�6> CEILING PANEL FASTEN THROUGH THE PILOT HOLES IN THE WEB AND THROUGH DUE TO A LIMITED AMOUNT OF SPACE BETWEEN THE ROOFING AND CEILING THE LIPS ON THE DOOR JAMB. THE SUB - FRAME SHOULD BE ON BUILDINGS LESS THAN 9'-4" EAVE YOU WILL NEED TO CONSIDER FIELD POSITIONED J" HIGHER THAN THE BOTTOM OF THE DOOR JAMB CUTTING THE CEILING PANEL AND FLUSH PANEL FOR A GOOD FIT. You AND FLUSH TO THE EXTERIOR FACE OF THE DOOR JAMB FRAME. ALSO MAY NEED TO ATTACH THE CEILING PANEL TO P/N 5045001864 PRIOR TO FASTENING 5045001864 TO THE FLUSH PANEL ABOVE THE USE 760600 SCREWS 10 PLCS. NOTE THE JOGGED SIDE OF HEADER. UNLESS YOU ARE STARTING A RUN OF CEILING PANEL YOU WILL SUB-FRAME IS ON INTERIOR SIDE OF DOOR. INSTALL NEED TO FILL IN THE CEILING TO THE APPROXIMATE END POINT IN ORDER TO MEASURE THE CORRECT WIDTH OF CEILING PANEL YOU WILL NEED TO FASTENERS THROUGH THE EOA ANCHORS IND INTO THE INSTALL TO FINISH THE RUN. SUB-FRAMES. 4 STEP 2 ; POSITION DOOR FRAME / SUB-FRAME 5045027364 (ii 1.3 ASSEMBLY INTO DESIRED LOCATION. CUT AND POSITION THE SUB FRAME TRACK ON THE LATCH SIDE. THIS WILL REQUIRE LIFTING THE (5045001864 DOOR JAMB DOOR ASSEMBLY UP 3" TO CLEAR THE TRACK FLANGES. A 2X4 CAN BE USED BENEATH THE JAMBS AS A TEMPORARY SUPPORT 206405200 '� SLIDE THE DOOR FRAME ASSEMBLY SO THE HINGE JAMB ABUTS AND OVERLAPS THE NEAREST HINGE SIDE STRUCTURAL 4F COLUMNS. PLUMB THE DOOR PER MANUFACTURERS '' & <L SPECIFICATIONS. SECURE THE PLUMBED DOOR FRAME / f`''� �`-, ' ' �1-f- @)45001864 SUB-FRAME HINGE SIDE TO THE STRUCTURAL FRAME WITH .., C5045003364 760600 SCREWS AT TYPICAL TRACK AND GIRT LOCATIONS. !�� I1Howa c4 o ALWAYS ANCHOR TRACK TO FOUNDATION MINIMUM 2 PLCS. c,.: 22.03. Note: A girt can be used in lieu of the track at the base <%' 0904j-.12. CORRIDOR / O Lj / 0 when using a track is to difficult to install. No track is 5 6 of required on hinge side when sub FRAME overlaps structural O frame. 1.3 1.3 o v I 0 CD STEP 3 ; FIELD CUT AND INSTALL INTERMITENT GIRTS 14 16 AT SAME HEIGHT AS ALL TYPICAL GIRTS. INSTALL A GIRT AT C o 'Cla) EXTERIOR FACE THE TOP OF THE DOOR FRAME. USE 760600 TO FASTEN IN o N k .o LLJ PLACE. q \ C5045001864 SUB— FRAME ASSEMBLY STEP 4; INSTALL THE CLIP 5050027516 ON THE N U N Z a QLATCH SIDE TO CONNECT THE SUB-FRAME TO THE GIRT. CLIP oa ��' MAY BE ORIENTED TO BEST SUIT LEFT OR RIGHT HAND J z Q) �, o A END OF CORRIDOR ELEVATION INSTALLATIONS. FOLLOW REMAINING DOOR MANUFACTURERS m ° '��', LO INSTRUCTIONS. INSTALL PLASTIC CAPS AND WEATHERSTRIPPING LL) E o AS SPECIFIED BY MANUFACTURER. THE CLOSER SHOULD 3z LO E REQUIRE A MINIMAL OF ADJUSTMENT. IT IS PRESET FROM THE Q o13 Q FACTORY. � CEILING PANEL A-PANEL A-PANEL tructural EXTERIOR CLOSURE #12 x CLOSURE 1/4" ine GIRT COLUMNS #12 x 1 1/4" 13 SCRE1 W SCREW TOP OF 11 5045007263 A-PANEL CORRIDOR HEIGHT .: 5045007263 11 16 EOA EXTERIOR EXTERIOR SUB—FRAME 0 COLUMNS SIDE 5045027364 till EOA 16 BASE TRACK HAT CHANNEL CORNER TRIM SUB-FRAME *I> CLOSURE FLUSH PANEL 5045001864 CORNER TRIM SOREW CORRIDOR 12 X 1 1/4" 5045001864 508674 5045001864 13 SCREW BASE TRACK 206410800 a 5045007163 CAULK by others CORRIDOR FIELD CUT M WIDTH do LENGTH GIRT (5045001864 PDL FRAMEOOR HEADE A tructural ine O O PDL DOOR TRIM DETAIL 5 PDL DOOR TRIM DETAILS THRU 6 OOR/JAMB SUB—FRAME & TRIM w W � THROUGH SWING DOOR HEADER JAMB/LATCH DETAILS HINGE SIDE o � E­4 � H I� Ix z >-4 0 zz w :z) U z 0 x O a H 0 U .a Z M fD A 0 >0 � � U W Date 2/23/22 Drawn by JMN Scale 1/2" = i'-0" Plan No. P52167 Order No. 246257 & 246258 Sheet No. H 1 3 PART # INDEX REVISION ey Dote PART# DESCRIPTION 5002005364 lamb swing door, corridor, 9-0 22 ga 5023000664 header, swing door, 3-0 wide 9-0 ht 22 ga 502668 Stainless Flush Door Padlock Latch 5040000864 944 swing door 17 %�� NC1 t *CO 0 A � .4 3 I1Howa 760674 3 TOP TRIM 1. U rn �h• � rn 2 0C �tin ructural _ 1, _= TOP TRIM e HEADER e r, o o Li.! °) c I— 6 .� \ 5023000664 ° c ° Zo Gt�ral C� Q r� � >, vi 4 � j Q 5002005364Cf ine JAMB o`a �> a, 3 try z a �, v, J a � i o � a •> m �, ; U-' 00 o 5040000864 1. H LATCH w Q 502668 c� U w m \ o w SWING DOOR Q �. o Ld 0 1 r�et�rol 5'-0" 5'-0" y NOTE: MAY BE MOUNTED AS ORS t Tom` OR RIGHTTOHAND SWING, HEADERS MAYLBET FLUSH OR LOUVERED (BOTH SHOWN). 1 1. (DTYPICAL FLUSH SWING DOOR FRAME DETAILS AT LONGITUDINAL CORRIDOR OTYPICAL FLUSH SWING DOOR FRAME ELEVATION � Q x � o � O � A Z � > 0 JAMB tructural NYLOC NUT NYLOC NUT � '�.� W JAMB 0i O COS W U) O SWING DOOR HEADER JAMB \Y� C\2 O O O CARRIAGE BOLT 511122 TYP. 508674 SWING DOOR o Ei Ems, 0 U R' 4—PLACES 10 INCLUDED IN a Z 0 TOP TRIM 502668 ii i HARDWARE PACKAGE �21 �J U U 508674 506510 4 PER HINGE \� Date 2/23/22 Drawn by PARTITION PANEL 783000 o HEADER 502669A JMN 104168 4 506500 Scale 1/2" = 1'-0" JAMB 4 PER HINGE � 506710 Plan No. 1711 tructural JAMB ine O SWING DOOR 502669 P52167 tural CARRIAGE BOLT Order No. ine ine ructural INCLUDED IN HARDWARE PACKAGE tructural 246257 & 246258 BASE !PLATE TO DOOR JAMB SWING DOOR JAMBS HEADER & JAMB CONNECTION DOOR TO HINGE TO JAMB SWING DOOR PADLOCK LATCH STRIKE AND Sheet Na. D CONNECTIONS 2 3 9 CONNECTION DETAIL O LATCH INSTALLATION BACKPLATE INSTALLATION H194 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS pg FIELD CUTTING 13 FASTENER COLORS REVISION p to STEP 1. PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. NOTE: USING THE SAME DIAMETER DRILL BIT, DRILL A HOLE INTO THE BASE MATERIAL TO THE SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE START THE 1ST PANEL 4'-11" FROM THE SUB—FRAME COLUMN. TO PART # INDEX REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED VISABLE UPON COMPLETION OF WORK. REQUIREMENTS OF ANSI STANDARD 8212.15. FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS ASSURE THE 5TH PANEL FLANGE WILL OVERLAP THE SWING DOOR PART# DESCRIPTION STEP 2. BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND 15 FASTENING PANELS JAMB. 3082---_ 29c a. PT. panel, GALVM REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR DIRECTION. GOOD QUALITY do ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK FLUSH PANEL FLANGES ARE FORMED AT LESS THAN 90' TO FACILITATE A VACUUM. NEEDED AND PROVIDE FOR A GOOD APPEARANCE. FLAT PANEL SURFACE. CLAMP PANELS TOGETHER PRIOR TO EACH SCREW 388012200 18c a. oartition channel 10'-2" long STEP 3. CONNECTION TO HOLD SEAMS TOGETHER TIGHTLY. MAKE TOP AND BOTTOM SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE CONNECTIONS FIRST THEN THE SCREWS AT THE GIRT LOCATION. PUSHING 5050020412 12ca. STIR. iamb base late MAXIMUM TORQUE, Ti�� OR TimpAmmAx RESPECTIVELY FOR THE SELECTED ANCHOR 10 FIELD LOCATE TO CEILING HEIGHT: 5050027516 16c a. PDL door clip, 4" x 2" x 1.5" DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE FIELD LOCATE TOP OF GIRT TO CORRECT CEILING HEIGHT. CEILING HEIGHT INSTEAD OF CLAMPING THE PANELS TOGETHER WITH TO MUCH FORCE CAN IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. IS SHOWN ON DETAIL "B". CAUSE THE PANELS TO OIL CAN OR CONCAVE. THIS CREATES AN 5910006218 18c a. eave top angle, 6.75„ x 2" x 9 —10 STEP 4. UNDESIRED APPEARANCE. 5911000214 14c a. EXT. wall base track 3.88" x 5' long DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO 12 BUTYL CAULK AT J—TRI!d LOCATIONS 2" 4'-11" CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT APPLY BUTYL CAULK AT ALL J—TRIM LOCATIONS AS SHOWN AROUND 16 PDL DOOR ANCHORS 5911001214 14 ca. EXT. wall base track 3.88" x 4'-8.5" long SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. RECESSED ENTRYS AND UNDER THE EXTERIOR SWING DOOR THRESHOLD. WHEN INSTALLING THE "EXISTING OPENING ANCHORS" (EOA) INSIDE THE 1ST PANEL 5TH PANEL 5911001914 14c a. EXT. wall base track 3.88" x 5'-3" long CAULK OTHER LOCATIONS AS NEEDED TO PREVENT WATER INTRUSION. DOOR JAMB OF A PDL DOOR, TAKE CARE TO ALIGN THE CENTER SCREW HOLES OF THE EOA WITH THE HOLES IN THE DOOR JAMB. THIS ALIGNMENT 5920003763 18c a. trim CNR. inside 4"x4" IWHT POWDER ACTUATED ANCHORS (BY OTHERS MAY REQUIRE THAT THE EOA FLANGES BE FACING EITHER UP OR DOWN IN 5920003863 18c a. trim inside CNR rec entr 6"x3" POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED THE DOOR FRAME. FINISH THE INSTALLATION BY INSERTING THE PLASTIC 5920003963 18c a. .—trim IWHT ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS PLUG TO COVER THE HOLE OF A 5%- DOOR JAMB. ON DOORS WITH A 5920007163 18c a. flush panel, 8'-10 1 2" IWHT ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED 4�4" DEEP JAMB THE WEATHERSTRIPPING WILL CONCEAL THE HOLES WHEN "F1 ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & CONCRETE SCREW INSTALLED. 5920007563 18ca. ceiling panel, 4'-4" IWHT ANCHORING AS SPECIFIED. GIRT SUB—FRAME 5920008063 18ca. ceilingangle, rec entry, 1.5"x1.1" �3 INTERIOR SIDE OF RECESSED ENTRY REFER TO END OF CORRIDOR PAGE FOR INTERIOR TRIMMING DETAILS SWING DOOR JAMB 5920008982 18c a. angle, insul PT. 1.5"x2.5"x12'-0" 63 J—TRllrl / FILLER CAP 5920016363 18c a. flush panel, 8'-4 1 2" IWHT 5920023463 18c a. trim header, 18" IWHT USE A FIELD CUT SECTION of J—TRIM (FILLER CAP) #59200039_ TO FILL THE VOID IN THE NOTCH BELOW THE FLUSH PANEL TRACK. INSTALL 5956000263 18ca. EW header, 8'-8" IWHT THE J—TRIM, CHANNEL SIDE DOWN, BELOW THE FLUSH PANEL J—TRIM. 5985000218 18c a. EXT. girt, 4'-11 1 4" long FASTEN THE J—TRIM (FILLER CAP) TO THE FLUSH PANEL J—TRIM BY USING 5985000818 18c a. EXT. girt, 4'-8 1 2" Ion (2) SCREWS (#760600). FLUSH PANEL LAYOUT 5985000916 16c a. EXT. girt, 9'-4" long @) @ SWING DOOR 5991020116 16c a. EW column 3.63" x 1.5" 5'-0 EV 5994000316 16c a. BSW column 3.63" x 1.5" 10-4EV 5996000516 16ca. PDL Subcolumn 4.75 x 7'-0" long to 5910006218 �r, I�' 11kowa t I I 1.5 22.03. 0 5985000818 I I y CEILING PANEL 9 / ' (�C���Istl3: , I I 5956000263 I I 5985000218 CEILING PANEL I I I I 5920007563 1.7 `� FESS14 '� 5956000263 I 0 STR JAMB 5920008063 I t 5920003963 5920008063 � 5994000316 $ 5920003963 5985000818 5985000218 5920003963 � 5994000316 5920003963 5920003763 5920008982 SIDEWALLW. 5920023463 U c J� 5920023463 4B 5920023463 3082 C o 5911001214 5920016363 •5 5920007163 8 5920003863 5991020116 / ui O c v, DBL JAMB SIDEWALL - o :o o 5985000818 5985000218 W GIRT y vi 04 �_° j 4 5994000316 5911000214 = ° E C� O. a) U 3082 ib 4 A ` STIR JAMB Z_ 5920016363 08 Z ocL e 3082 —� 3082 3 _ � rr I 1.7 00 5994000316 V Em cnb � N � O 5985000818 ——————— --- ——— — — _ 3A 3B -- — --- --- ——————— 5985000218 W __ c — -—————— ———— ——— FLUSH PANEL 3082 5991020116 1.7 •5 5991020116 00 5 s U ° 1.7 1.7 ¢ o � o � a FLUSH PANEL 5911 001 91 4 D 5920003863 5994000316 5994000316 .� ti o 0 5920003863 5996000516 1• 5994000316 5920003863 5920003963 5920003763 5920003863 5991020116 ( 1 5920003963 _ \ 5920003963 3 6 5920003963 _ 5920003963 8 5920003963 5920003963 $ I I �� 2B �� ! -- --------------- ---------- -- 5991020116 `� , 1.5 t� , t� ; 8 5911001214 5'-0" �\_� � 2A `—�i 5,—p„ 5911000214 5994000316 3082 5920008982 4'—p„ :1 5996000 116 1.7 10'-0" \�-- 1.7 388012200 tructural tructural tructural tructural tructural tructural Fine ine ine ine Line Line 10'-0" (STARTER BAY) RECESSED DOOR-EXTERIOR DETAIL C - uk A PLAN VIEW RECESSED SIDEWALL DOOR DETAIL B RECESSED DOOR EXTERIOR DETAIL E RECESSED DOOR EXTERIOR DETAIL ..-� f�. T.S. I I 7 I L 10 5985000916 I I 1.7 I I I I I I I I I I � I F I I w I i A 5050027516 J '� 5991020116 4'-0" L F 5994000316 ® W O H 5985000916 (FIELD CUT) U1 zz U _ (FIELD CUT) 00 �4 O W 5985000916 5996000516 � � W 5991020116 t\2 O O A y 5994000316 C E� ~ ra 5050020412 a O BASE TRACK 5911001914 (FIELD CUT) BASE TRACK [A. u I U. 1 Date 2/23/22 10 —p Drawn by JMN Etructural Scale ine ine 1/2 it = 1'-0" Plan No. D RECESSED DOOR FRAMING DETAIL P52167 C Order No. 246257 & 246258 A Sheet No. H195 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS pg FIELD CUTTING 13 FASTENER COLORS REVISION Date STEP 1. PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. PART# INDEX USING THE SAME DIAMETER DRILL BIT. DRILL A HOLE INTO THE BASE MATERIAL TO THE SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE NOTE' " REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED VISABLE UPON COMPLETION OF WORK. START THE 1ST PANEL 4-11 FROM THE SUB—FRAME COLUMN. TO PART# DESCRIPTION REQUIREMENTS OF ANSI STANDARD B212.15. FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS ASSURE THE 5TH PANEL FLANGE WILL OVERLAP THE SWING DOOR 3082____ 29 o. PT. panel, GALVM STEP 2. BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND 15 FASTENING PANELS JAMB. REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR DIRECTION. GOOD QUALITY be ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK FLUSH PANEL FLANGES ARE FORMED AT LESS THAN 90' TO FACILITATE A 388012200 18 a. parUtion channel 10'-2" long VACUUM. NEEDED AND PROVIDE FOR A GOOD APPEARANCE. FLAT PANEL SURFACE. CLAMP PANELS TOGETHER PRIOR TO EACH SCREW 5050020412 12 a. STIR. jamb, STEP 3. base late CONNECTION TO HOLD SEAMS TOGETHER TIGHTLY. MAKE TOP AND BOTTOM „ " SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE 10 FIELD LOCATE TO CEILING HEIGHT: CONNECTIONS FIRST THEN THE SCREWS AT THE GIRT LOCATION. PUSHING " " 5050027516 16 a. PDL door clip, 4 x 2 x 1.5 MAXIMUM TORQUE, T,�� OR TiwPAcLw►x RESPECTIVELY FOR THE SELECTED ANCHOR 4-11 2 DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET DRIVER TO THE FIELD LOCATE TOP OF GIRT TO CORRECT CEILING HEIGHT. CEILING HEIGHT INSTEAD OF CLAMPING THE PANELS TOGETHER WITH TO MUCH FORCE CAN 5910006218 18 a. eaw to angle, 6.75" x 2" x 9'-10" " CAUSE THE PANELS TO OIL CAN OR CONCAVE. THIS CREATES AN IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. IS SHOWN ON DETAIL B . UNDESIRED APPEARANCE. 5TH PANEL 1ST PANEL 5911000214 14 a. EXT. wall base track 3.88" x 5' Ion STEP 4. 5911001214 14 a. EXT. wall base track 3.88" x 4'-8.5" Ion DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO 12 BUTYL CAULK AT J-RIM LOCATIONS CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT APPLY BUTYL CAULK AT ALL J—TRIM LOCATIONS AS SHOWN AROUND 16 PDL DOOR ANCHORS 5911001914 14 a. EXT. wall base track 3.88" x 5'-3" long SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. RECESSED ENTRYS AND UNDER THE EXTERIOR SWING DOOR THRESHOLD. WHEN INSTALLING THE "EXISTING OPENING ANCHORS" (EOA) INSIDE THE 5920003763 18 a. trial CNR. inside 4"x4" IWHT CAULK OTHER LOCATIONS AS NEEDED TO PREVENT WATER INTRUSION. DOOR JAMB OF A PDL DOOR, TAKE CARE TO ALIGN THE CENTER SCREW 6»x3" HOLES OF THE EOA WITH THE HOLES IN THE DOOR JAMB. THIS ALIGNMENT 5920003863 18 a. trial inside MR, rec entry, l� 0� POWDER ACTUATED ANCHORS (BY OTHERS) MAY REQUIRE THAT THE EOA FLANGES BE FACING EITHER UP OR DOWN IN 5920003963 18 a. i—trim IWHT POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED THE DOOR FRAME. FINISH THE INSTALLATION BY INSERTING THE PLASTIC GIRT 5920007163 18 a. flusl`1 panel, 8'-10 1 2" IWHT ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS PLUG TO COVER THE HOLE OF A V4" DOOR JAMB. ON DOORS WITH A SUB—FRAME ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED A4" DEEP JAMB THE WEATHERSTRIPPING WILL CONCEAL THE HOLES WHEN SWING DOOR JAMB 5920007563 18 a. ceilin panel, 4'-4" IWHT ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED & CONCRETE SCREW INSTALLED. 5920008063 18 a. cell nq angle, rec entry, 1.5"x1.1" ANCHORING AS SPECIFIED. 5920008982 18 a. angle insul PT. 1.5"x2.5"x12'-0" �3 INTERIOR SIDE OF RECESSED ENTRY REFER TO END OF CORRIDOR PAGE FOR INTERIOR TRIMMING DETAILS 5920016363 18 a. flush anel 8'-4 1 2" IWHT 63 J-TRIM FILLER CAP 5920023463 18 a. trim) header, 18" IWHT 5956000263 18 a. EW header, 8'-8" IWHT USE A FIELD CUT SECTION OF J—TRIM (FILLER CAP) f59200039_ TO FILL THE VOID IN THE NOTCH BELOW THE FLUSH PANEL TRACK. INSTALL 5985000218 18 o. EXT. girt, 4'-11 1 4" long THE J—TRIM, CHANNEL SIDE DOWN, BELOW THE FLUSH PANEL J—TRIM. 5985000818 18 a. EXT. in 4'-8 1 2" long FASTEN THE J—TRIM (FILLER CAP) TO THE FLUSH PANEL J—TRIM BY USING 5985000916 16 a. EXT. gir 9'-4" Ion (2) SCREWS (#760600). FLUSH PANEL LAYOUT 5991020116 16 a. EW column 3.63" x 1.5" 5'-0 EV (D © SWING DOOR 5994000316 16 a. BSW column 3.63" x 1.5" 10-4EV 5996000516 16 a. PDL Subcolumn 4.75 x 7'-0" long N a ; e A _41�owa d0j; . sl $. 10 lA 11 0981,.;I3: I I 5sl000s2ls H1.5 ,�---�� 1.5 'Q L� I I CEILING PANEL STR JAMB I 5956000263 I 1 5985000818 01.-- CEILING PANEL 5985000218 I I I 1.7 — —————————————————— 5120007563 5994000316 DBL JAMB �_ __�� 5920003963 10 I 5956000263 ` � 5920008063 5920003963 5920008063 - � 5920008982 5920003963 '�0� V c -. r 5920003763 5920003963 5994000316 5985000818 5985000218 0�` 5920003963 �// 0 C SIDEWALL c 5911001214 3082 5920023463 o 5920023463 5920023463 41a ° o r ° C c a� 5920016363 5920007163 1• 5991020116 \\ 5920003863 0 } o .� o LE 5911000214 DBL JAMB SIDEWALL o E 4 0 a O r 3082 5994000316 5985000818 = 5985000218 GIRT Q CO a n) Q LO to STR JAMB I C ¢A Z 0 5920016363 \ J c �, o� o C 1.7 3082 J m U o 3082 U 5994000316 <0� 5920003863 F_ o m 3 ------- 5985000818 5985000218 5920003863 1.7 —� — — --- ---- ------ � ¢ � o c D 5911001914 FLUSH PANEL 5991020116 ap 5991020116 s 5 5994000316 1°5 5996000516 5920003863 1.7 1.7 r —— 5994000316 5994000316 1 5991020116 5920003963 5920003863 5920003863 5920003763 I 6 5920003963 5920003963 3 5991020116 5920003963 5920003963 — 0 5920003963 5920003963 0 -- __-- --- ----------- ----- 5994000316 2B " 5920008982 3082 — �� L E mu + / 1. 8 5996000516 4 —0 i 5911001214 5911000214 5'-0" 5'-0" 1.7 -- 10'-0" K 10'-0" (STARTER BAY) tructural tructural tructural tructural tructural tructural t, ine ine Line Line Line Line A PLAN VIEW RECESSED SIDEWALL DOOR DETAIL RECESSED DOOR-EXTERIOR DETAIL C RECESSED DOOR-EXTERIOR DETAIL RECESSED DOOR-EXTERIOR DETAIL B E N.T.S. E17 I J I 7 1 1 5985000916 0 I I I I I I a I I I h -0 I I W I l " 5050027516 W tx 4 5991020116 E- � W 5994000316 OFi Q 0 O a n 5985000916 ` O (FIELD CUT) Z Z U I � W G (FIELD CUB 5996000516 5985000916 �� 5991020116 ' A o N Ewa '--i 5994000316 g Z ,E-� a0 5050020412 o 5911001914 BASE TRACK BASE TRACK (FIELD CUT) Date 2/23/22 10'-0" Drawn by JMN Eitructural tructural Scale ne ine 1/2" — it—off Plan No. RECESSED DOOR FRAMING DETAIL P52167 F Order No. 246257 & 246258 Sheet No. H1e6 01 INSTALLATION PROCEDURES FOR CONCRETE SCREW ANCHORS 08 FIELD CUTTING 13 FASTENER COLORS REVISION Dote STEP 1. PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS FASTENERS SHALL BE COLOR MATCHED TO PANEL WHERE REQUIRED. USING THE SAME DIAMETER DRILL BIT. DRILL A HOLE INTO THE BASE MATERIAL TO THE SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT GALVANIZED SCREWS MAY BE USED IN ANY AREA THAT WILL NOT BE REQUIRED DEPTH. THE TOLERANCES OF THE DRILL BIT USED SHOULD MEET THE GOOD APPEARANCE IS NOT COMPROMISED. OUR SILL TRIM OFTEN NEEDS TO BE NOTCHED VISABLE UPON COMPLETION OF WORK. REQUIREMENTS OF ANSI STANDARD B212.15. FOR CLEARANCE OF BOLT HEADS OR OTHER OBSTRUCTIONS. LAP JOINTS SHOULD ALWAYS STEP 2. BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND 15 FASTENING PANELS REMOVE DUST AND DEBRIS FROM THE HOLE USING A HAND PUMP, COMPRESSED AIR, OR DIRECTION. GOOD QUALITY do ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK FLUSH PANEL FLANGES ARE FORMED AT LESS THAN 90r TO FACILITATE A VACUUM. NEEDED AND PROVIDE FOR A GOOD APPEARANCE. FLAT PANEL SURFACE. CLAMP PANELS TOGETHER PRIOR TO EACH SCREW STEP 3. CONNECTION TO HOLD SEAMS TOGETHER TIGHTLY. MAKE TOP AND BOTTOM SELECT A TORQUE WRENCH OR POWERED IMPACT WRENCH AND DO NOT EXCEED THE 10 FIELD LOCATE TO CEILING HEIGHT: CONNECTIONS FIRST THEN THE SCREWS AT THE GIRT LOCATION. PUSHING MAXIMUM TORQUE, TINSTMAX OR TIMPACT,MAX RESPECTIVELY FOR THE SELECTED ANCHOR INSTEAD OF CLAMPING THE PANELS TOGETHER WITH TO MUCH FORCE CAN DIAMETER AND EMBEDMENT. ATTACH AN APPROPRIATE SIDED HEX SOCKET/DRIVER TO THE FIELD LOCATE TOP OF GIRT TO CORRECT CEILING HEIGHT. CEILING HEIGHT CAUSE THE PANELS TO OIL CAN OR CONCAVE. THIS CREATES AN IMPACT WRENCH. MOUNT THE SCREW ANCHOR HEAD INTO THE SOCKET. IS SHOWN ON DETAIL "B". UNDESIRED APPEARANCE. STEP 4. DRIVE THE ANCHOR INTO THE HOLE UNTIL THE HEAD OF THE ANCHOR COMES INTO 12 BUTYL CAULK AT J—TRIM LOCATIONS CONTACT WITH THE FIXTURE. THE ANCHOR MUST BE SNUG AFTER INSTALLATION. DO NOT APPLY BUTYL CAULK AT ALL J—TRIM LOCATIONS AS SHOWN AROUND 16 PDL DOOR ANCHORS SPIN THE HEX SOCKET OFF THE ANCHOR TO DISENGAGE. RECESSED ENTRYS AND UNDER THE EXTERIOR SWING DOOR THRESHOLD. WHEN INSTALLING THE "EXISTING OPENING ANCHORS" (EOA) INSIDE THE CAULK OTHER LOCATIONS AS NEEDED TO PREVENT WATER INTRUSION. DOOR JAMB OF A PDL DOOR, TAKE CARE TO ALIGN THE CENTER SCREW HOLES OF THE EOA WITH THE HOLES IN THE DOOR JAMB. THIS ALIGNMENT 0� POWDER ACTUATED ANCHORS (BY OTHERS MAY REQUIRE THAT THE EOA FLANGES BE FACING EITHER UP OR DOWN IN POWDER ACTUATED ANCHORS ARE TO BE USED AT 24" CENTERS. POWDER ACTUATED THE DOOR FRAME. FINISH THE INSTALLATION BY INSERTING THE PLASTIC ANCHORS ARE TO BE USED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS PLUG TO COVER THE HOLE OF A 5,Y4" DOOR JAMB. ON DOORS WITH A ONLY. TRACK BASE IS AN EXAMPLE OF PARTS THAT REQUIRE POWDER ACTUATED 4-4" DEEP JAMB THE WEATHERSTRIPPING WILL CONCEAL THE HOLES WHEN ANCHORS. NOTE SOME PARTS REQUIRE BOTH POWDER ACTUATED do CONCRETE SCREW INSTALLED. ANCHORING AS SPECIFIED. �3 INTERIOR SIDE OF RECESSED ENTRY REFER TO END OF CORRIDOR PAGE FOR INTERIOR TRIMMING DETAILS 63 J—TRIM f FILLER CAP USE A FIELD CUT SECTION OF J—TRIM (FILLER CAP) #59200039_ TO FILL THE VOID IN THE NOTCH BELOW THE FLUSH PANEL TRACK. INSTALL THE J—TRIM, CHANNEL SIDE DOWN, BELOW THE FLUSH PANEL J—TRIM. FASTEN THE J—TRIM (FILLER CAP) TO THE FLUSH PANEL J—TRIM BY USING (2) SCREWS (#760600). SW COLUMN DBL JAMB ® SW COLUMN 5920008980 ° O a o o SW COLUMN 5920008980 760110 DBL JAMB o 0 760600 000760600 j 760300 .t� OF ® EW COLUMN EW COLUMN 'R` SW COLUMN O o O LINER PANEL 760600 t STR JAMB SW COLUMN SW COLUMN 4 2 BASE TRACK e a / j J IlHowar o j 2 BaDSE TRNOTCN rnACac AROUND COLUMN)AROUND LINER PANEL 760600 �°D NOTE ° o 0 GIRT :+ AROUND CIS) o ° J—TRIM C1 CONCRETE a —TRIM a a ��`'` o o® ;� , 760600 SW COLUMN G� T R (C1110 XATE 0 � O CONCRETE o SCREW GIR �V a �� e SW COLUMN •��F S$`� ' u TI 01 JSCREW o 760300 �� �►+� J—TRIM t 760110 \�� ® l I J—TRIM J—TRIM J—TRIM I GIRT �� a #12 x 3/4 GIRT COLORED l a 760600 i 1 760110 e a D e s C C J—TRIM CORNER TRIM 760300 a o 0 EXTERIOR o r, 760110 m o EXTERIOR 760300 w ao c FLUSH PANEL FLUSH PANEL w oc, :Q FLUSH PANEL J—TRIM J—TRIM �' _ a SW COLUMN ° FLUSH PANEL n Q) Q) c o o q) TOP GIRT CONNECTION INSULATED TOP GIRT CONN . BASE TRACK CONNECTION INSULATED BASE TRACK @ SW EXTERIOR COLUMN EXTERIOR COLUMN o ° ° � `� CIA) @ SW DOUBLE JAMB B @ SW STARTER JAMB 2A @ SW DOUBLE JAMB 28 STARTER JAMB 3A GIRT CONNECTION 38 GIRT CONNECTION a N 00 w c 6 REFER TO END OF REFER TO END OF e e SW COLUMN EW COLUMN f— k k m ( 3 FLUSH PANEL 08 J—TRIM CORRIDOR PAGE J—TRIM CORRIDOR PAGE 3 e e a EW COLUMN U a "> - n E o #12 x 3/4 (1 — EW COLUMN) C C COLORED FLUSH PANEL e a 760110 CORNER TRIM Q w d C) a 8 2 J—TRIM 15 13 #8-18 x 3/4 4" x 4" TRIM 8 FLUSH PANEL INSULATION a 760300 COLOREb BASE TRACK LINER PANEL � •`� �` '� ��.- a o �3 J—TRIM 760600 Flap 760600 J—TRIM 08 LINER PANEL U PT PANEL (rtoOCATE 0 TCH FI PANEL CORNER TRIM BASE TRACK x 3/4" (FIELD NG HEIGHT) 760600 GIRT R GIRT #8 x 3/4" 760600 760100 COLD ED (FIELD ��� O COLORED 760600 DOOR FRAME 760300 HaaiT) STR JAMB _ L———— #8 x 3/4` BASE TRACK 760300 760600 SGRY CORNER TRIM 8 (FIELD CUT) DOOR JAMB GIRT �E 760110 #12 x 3/4" PT PANEL SUB—FRAME E (FIELD LOCATE O COLORED CEILING HEIGHT) )tructural 16 EOA 16 EOA ,I —ine SW COLUMN 15 13 117 ® SW COLUMN LINER PANEL BASE TRACK I I 5050027516 J—TRIM 3 LINER PANEL (FIELD NOTCH (( 1� BASE PLATE BASE TRACK AROUND COLUMN) (NOTEgLUi FILLER) l j a e a i ''� «. 760600 (FIELD NOTCH INSULATION 760110 AROUND COLUMN) e FLUSH PANEL Burn 760300 5920008980 ` - �J SEALANT PT PANEL) 760600 ., DBL JAMB SUB—FRAME EW COLUMN SW COLUMN 5920008980 DOOR JAMB J — TRIM 123 SW COLUMN SW COLUMN SUB—FRAME BASE TRACK EW COLUMN LOCATE ANGLE AT (FIELD CUT) CORRIDOR STR. JAMB SIDEWALL COLUMN/JAMB/ 48 INSULATED SIDEWALL COLUMN/ 5 INTERIOR COLUMN / PANEL 6 INSULATED INTERIOR COLUMN/ SUB—FRAME TO SW COLUMN 8 INSULATED BASE TRACK/ 7 PANEL CONNECTIONS JAMB PANEL CONNECTIONS CONNECTIONS PANEL CONNECTION CONNECTION TRIM PANEL CONNECTIONS NOTE: TYPICAL CONNECTIONS AT SW COLUMN GIRTS ARE ROTATED 90' FROM THESE 3 EXAMPLES. GIRT 16" HEADER EW COLUMN — 16" HEADER COLUMNS AND GIRTS ARE SUPPLIED FOR FRAMED OPENINGS. THESE PARTS PLAN VIEW GIRT ARE TO BE FIELD CUT TO LENGTH AND FIELD LOCATED. FASTENING THESE FLUSH PANEL 0 16" HEADER GIRTS MAY BE S ACCOMPLISHED BY FIELD CUTTING, BENDING, AND FASTENING J—TRIM d J — TRIM IN EXAMPLES SHOWN HERE J — TRIM 8 CEILING PANEL AS ' #8-18 x 3/4 � SCREW CEILING PANEL FLUSH PANEL TCEILING PANEL CEILING ANGLE GIRT - A � p ii CEILING / HEADER TRIM i FIELD BEND 760600 >_ #8 x 3/4" COLORED COLORED 13 15 ✓ EE, SECTION VIEW SECTION VIEW 1. 8-18x3/4' SCREW FASTEN W N.T.S. SIDE W/ BEARING LEG. i O N.T.S. 1 (SEE PLAN VIEW ABOVE) E- W r 1 COLORED �, 11' #8 x 3/4 ` J—TRIM Z Fn 16" HEADER Z Z U —18 x 3/4 ' w ! SCREW O 1 CEILING ANGLE O 0W �'' CEILING / HEADER TRIM CEILING PANEL BASE TRACK x C O DOUBLE JAMB CEILING PANEL STARTER JAMB GIRT & C 0 LU M N FIELD z O O A SW COLUMN EW COLUMN �g x 3/4" CREW/4r CUTTING & BENDING OPTIONS: ~ N x c o �C z 01 O 760600 LINER PANEL 5 REW INSIDE CORNER a ,� FLUSSI�PANEL TRIM WHEN FIELD CUTTING IS REQUIRED USE ONE OF THE 123 0 •—i U U LINER PANEL a INSULATED FLUSH & CEILING FOLLOWING METHODS. Burn SCALED 8X C9 ) PANEL CONNECTION HEADER TRIM CONNECTION HEADER TRIM CONNECTION SEALANT FLUSHPANEL CONNECTIONS Date 2/23/22 Drawn by JMN Scale 1/2" = 1'-0" Plan No. P52167 Order No. 246257 & 246258 Sheet No. Hle `7 PARTITION SUPPORT AT BLANK WALL INTERIOR LINER PANEL NOTICE: INSULATION INSTALLATION tructurol at REVISION By 19 79 Date BLANK SIDEWALL PARTITION SUPPORT IS ONLY REQUIRED WHERE AN FIELD CUT BOTTOM PANEL TO REMOVE FIRST RIB TO GIVE YOU A FLAT It is the responsibility of the erector to install the insulation with ne INTERIOR PARTITION PANEL WALL INTERSECTS WITH THE BLANK SIDEWALL. SURFACE TO SCREW THROUGH THE PANEL INTO THE BASE TRACK. P y REVIEW YOUR FLOOR PLAN FOR LOCATION AND QUANTITY OF BLANK PART # INDEX consideration that all voids in an insulated wall need to be filled u SIDEWALL SUPPORTS. THE BLANK SIDEWALL SUPPORT MAY NEED TO BE INSULATED WALL, FOAM CLOSURES LEG MN PART# DESCRIPTION FIELD CUT TO THE PROPER HEIGHT. INSULATED SIDEWALLS WILL USE A with insulation. Care should be taken to assure that exterior air E S ZEE SHAPED SUPPORT. DIFFERENT FROM THE ONE SHOW SEE A 1/8" BEAD OF BUTYL CAULK (6051006090) IS TO BE PLACED ON EACH 102702 sell late sealer 3.5" X 25'-0" roll INSULATION DETAILS YOU HAVE INSULATED S SEE FLOOR SIDE OF FOAM CLOSURES WITHIN INSULATED WALLS TO ASSURE AN infiltration to the interior of the building is minimized. Light should 760600 104168 Rawl Anchor Bolt PLAN FOR PARTITION CHANNEL PART NUMBERS. ADEQUATE SEAL. not be visible through cracks and crevices. Caulk or other remedies 3082--_ 29 a. PT. panel, GALVM <6 HANGING INSULATION 0 10' BAY 2� INSULATION FLAME AND SMOKE RATING to these situations is not supplied by Trachte and is to be used and sn 5045001864 22 a. to bottom channel trim 10'-8" long 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 OAP DETAIL VERTICALLY. FASTEN INSULATION AT APPROX 24" CENTERS TO TOP BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 760600 5910000114 14 a. eave top track 3.88" x 3.13" x 10' Ion STRUCTURAL COMPONENTS WITH f710969 SCREWS AND f76600 FENDER SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES 5910006018 18 a. eave top angle, 6.75" x 2" x 4'-10" 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 TO MEET OR EXCEED THESE REQUIREMENTS. 710969 OTHER SIDE FILL IN WITH A MINUMUM OF CUTTING FOR EXAMPLE A 12' BAY USUALLY You must install the insulation with the vapor barrier to the climate 5911002018 18 a. to base track 3.88" x 9'-7" Ion 5911002118 18 a. to base track 3.88" x 4'-7" long HAS 3) 4' WIDTH PIECES. controlled side of the wall& roof(interior). 5950030618 18 a. support, insul BW 10'-4" EV NOTE. SECONDARY COLUMNS COLUMN 760600 5987000018 18 a. PT. rake angle, 5 Ion > .> .> Orientation of seconds columns for insulated walls differ from 7810042050 insulation wm -vr 4 X 2'-0" X 50 -0 (FOR FIREWALLS) ALL 3 HOUR FI R EWALLS ARE INSULATED. 2'- 0" WIDE secondary 7810045071 insulation wm —vr 4" X 5'-0" X 71'-0" non-insulated walls, check floor plan for proper column orientation. �2 . INSULATION IS PROVIDED TO FIT THE 2'- 0" OC STUD RES;E'° SPACING. ALL EXTERIOR WALLS, JAMBS AND HEADERS HAVE SPRAY FOAM INSULATION BY OTHERS FOUNDA„ON 2 5987000018 3 PARTITION PANEL FASTENING DETAIL PURLIN 5910000114 ATTENTION: Partition wan panel lengths were determined with Ii.O I1.0 the panel starting at least 3Y In from the eldewall. All buildings 25 or more will have 2—panels that lap at a Interior column line. The panels should overlap at least by 1'. 1-7 5910006018 5987000018 6 10 12 GIRT I1.0 �__� I1.0 I1.0 GIRT I \I I \� PURLIN ( \� I I TOP CLIP PURLIN 5045001864 PURLIN ` RAKE ANGLE A. 5911002018 RAKE ANGLE l,Howa � I t FLUSH PANEL 22.03. ?f 3082 a g 9 .. CORRIDOR I— t— ESS1�,,'� I I O O VAPOR BARRIER CLIMATE CONTROLLED SIDE 7810045071 20 7810045071 20 LL1 W _ = 4 L.L: LZ Ii.1 GIRT GIRT Ld LLI / o °' ( Ul _� -2 c � 3082 � I 3082 3082 4A 3082 I 3082 w po c 'o I 1 I— 6 . 5 \ I1.0 7810045071 20 I 7810045071 2000 VAPOR BARRIER VAPOR BARRIER ` 7810045071 20 }- O O Z Q) CL CLIMATE CONTROLLED SIDE CLIMATE CONTROLLED SIDE a 6 o Q 4BCD I1.0 z 5911002118 5911002018 5911002118 0 � � o ` 102702 // 102702 5045001864 ? o .6 N 3 � 1 1 1 FOUNDATION 1 _ FOI�NDATION // // cJ ICOUNDAl1QN 9 ItOUNDAII N 11 ROUNDAl1pN LLIm � � � ` o r I1.0 I1.0 v m � \ o I1.0 p °' � �' � Of Q A INSULATED ENDWALL FRAMING B INSULATED SIDEWALL FRAMING INSULATED TRANSVERSE E INSULATED LONGITUDINAL INSULATED TRANSVERSE ID G INTERIOR WALL FRAMING INTERIOR WALL FRAMING @ PURLIN CORRIDOR FRAMING 4 RAKE ANGLE PURLIN STR JAMB LET THE SILL SEALER EXTEND 1/4" TO THE NON CLIMATE CONTROLLED SIDE OF THE TRACK. THIS PROVIDES FOR A I VESPAN EAVE CHANNEL GOOD SEAL WHERE THE PARTITION CHANNEL INSULATION 20 PANEL ABUTS THE FLOOR WHEN SIR JAMB POSSIBLE. ——�°p PAR11110N PANEL CUP -��� INSULATION 20 760600 PARTITION PANEL RAKE ANGLE ` INSULATION 20 TOP ANGLE 5950030618 19 TNT COLUMN BSW COLUMN PAR11110N BSW COLUMN 104168 PANEL _ 760600 TRACK 760600 760600 tructural PARTITION PANEL 9 � �. I BASE TRACK 760600 ne SILL PLATE PAR11 SEALER — 110N ANGLE 710969 SILL PLATE SEALER — —� 760600 INSULATION 20 I PARTITION PANEL PAR11110N PANEL INSULATION 20 —---� FOUNDATION ——� W INSULATED ENDWALL/SIDEWALL INSULATED ENDWALL INSULATED SIDEWALL INSULATED BLANK SIDEWALL INSULATED DOOR SIDEWALL TRANSVERSE INTERIOR WALL © BASE TRACK(D 2 @TOP 3 @ EAVE 4A @COLUMNS 48 @ STR JAMB 5 FRAMING @BASE TRACK LET THE SILL SEALER EXTEND 1 4" TO ) I q / 779600 PURLIN PURLIN + �., O THE NON CLIMATE CONTROLLED SIDE OF THE TRACK. THIS PROVIDES FOR A 6051050390 20 TRACK o TOP CLIP RAKE ANGLE i�"' GOOD SEAL WHERE THE PARTITION PANEL ABUTS THE FLOOR WHEN 0 INSULATION CLIMATEACONTROLLED SIDE TOP TRIM PT PANEL O 0 POSSIBLE. (VAPOR BARRIER) 20 508674 ATTACH TOP CUP T I �,°� O 0 w q l' SEC. COLUMN INSULATION TOP TRIM BEFORE I Z ® Q E-' 1 SECTION VIEW INSTALLING CLOSURES & CAULK NOT SHOWN I FLUSH PANEL [-.a O U INT COLUMN E-° RAKE ANGLE FOR CLARITY. PLAN VIEW a Z CO �+ 104168i o � 760600 III o 710969 TRACK 760600 Date h I I 1& 2/23/22 I� Ilop goPURLIN SILL PLATE SEALER I Drawn b d�1 104168 �I I RAKE ANGLE y PARTITION PANEL I JMN TNT COLUMN I\I TRACK � Scale SILL PLATE SEALER 760600 �� 1/2" = 1'—Opp PURLIN TRACK PARTITION PURLIN Plan No. 760600 LET THE SILL SEALER HANG 1/4" TO P52167 SEC COLUMN SEC COLUMN/STUD THE EXTERIOR SIDE OF THE TRACK. THIS INT C01_UMN PROVIDES FOR A GOOD SEAL WHERE TNT COLUMN Order No. PAPANIEON 6051050390 0 THE PARTITION PANEL ABUTS THE 246257 & 246258 FLOOR WHEN POSSIBLE. TRANSVERSE INTERIOR WALL LONGITUDINAL INTERIOR WALL LONGITUDINAL INTERIOR WALL TRANSVERSE INTERIOR WALL TRANSVERSE CORRIDOR Sheet No. 6 FRAN4ING @ TOP 9 FRAMING @ BASE TRACK FRAMING @ PURLIN FRAMING @ BASE TRACK 2 FRAMING @ TOP 1190 t at REVISION Dote 94 TRANS✓ERSE AND LONGITUDINAL WALL CONSTRUCTION INSULATED WALL• FOAM CLOSURES NOTE: 1ST CONSTRUCT ALL TRANSVERSE WALLS (ONLY PANEL AS IF ALL WALLS A 1/8" BEAD OF BUTYL CAULK (6051006090) IS TO BE PLACED ON EACH ALL 3 HOUR FI R E WA LLS ARE INSULATED. 2'— 0" WIDE ARE NOT INSULATED). #12x3/4" SCREWS 760600 ARE TO BE USED. SIDE OF FOAM CLOSURES WITHIN INSULATED WALLS TO ASSURE AN 2ND CONSTRUCT ALL LONGITUDINAL WALLS (INSULATE AND PANEL BOTH ADEQUATE SEAL. SIDES IF' NEEDED). #12x3/4" SCREWS #760600 ONE SIDE, #�12x1-1/4" INSULATION IS PROVIDED TO FIT THE 2'— O" 0 C STUD SCREWS #710969 ARE TO BE USED ON OTHER SIDE. INSULATION FLAMlE AND SMOKE RATING 3RD FINISH INSULATING AND PANEL TRANSVERSE WALLS WHERE NEEDED, THE COMPOSITE OF FIBERGLASS AND FACING SHALL HAVE SURFACE ALL EXTERIOR WALLS SPACING.#12x1-1/4" SCREWS #710969 ARE TO BE USED. BURNING CHARACTERISTICS NOT TO EXCEED 25 FLAME SPREAD AND 50 , JAMBS AND SMOKE WHEN TESTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES HEADERS HAVE SPRAY FOAM INSULATION B Y OTHERS 723 TEST METHOD OR ASTM E-84 TEST METHOD. INSULATION BY OTHERS TO MEET OR EXCEED THESE REQUIREMENTS. CLIMATE CONTROLLED SIDE LONGITUDINAL tru°tur°I 710969 INSULATION CLIMATE CONTROLLED SIDE CLIMATE CONTROLLED SIDE (VAPOR BARRIER) PARTITION PANEL m 6051050390 e v (VAPOR BARRIER) (VAPOR BARRIER) t u tural SEC COLUMN SEC COLUMN 779500 710969 710969 CLIMATE CONTROLLED SIDE TRANSVERSE 20 INSULATION 4 VERT. GIRT (VAPOR BARRIER) PARTITION PANEL `I PARTITION PANEL LONGITUDINAL 20 INSULATION TRANSVERSE PARTITION PANEL eEs LONGITUDINAL 6051050390 WALL INT COLUMN PANEL LEG WALL 6051050390 SEC COLUMN 779600 760600 I (LENGTH VARIES) SEC COLUMN 6051050390 779500 710969 PART. CHANNEL 710969 104166 PARTITION PANEL AT OVERLAP DETNL SEC COLUMN 779600 CLIMATE 7106;169 SEC COLUMN 710969 710969 6051050390 CONTROLLED SIDE SEC COLUMN PART. CHANNEL SEC COLUMN SEC COLUMN TRAWALL RSE� INSULATION 12 INT COLUMN PARTITION PANEL 760600 tl� 779600 PART. CHANNEL I- —SECONDARY tructural WALL i n e 710969 PARTITION PANEL 779500 #12x1-1/4" - 710969 SECONDARY INT COLUMN SEC COLUMN 710969 6051050390 0 INSULATION ONE SIDE WALL PART. ANGLE 760600 #12x3/4" - 760600 TRACK TRACK 760600 20 779600 OTHER SIDE SILL SEALER INT COLUMN 760600 SEC COLUMN 4 4 60 il05O3Qn LONGITUDINAL-- PART. ANGLE 0 FOUNDATION PARTITION PANEL � � �� LONGITUDINAL 760600 WALL OINSULATED LONGITUDINAL WALL SECTION @ SECONDARY COLUMN TRANSVERSE TO LONGITUDINAL THRU TRANSVERSE PARTITION © INSULATED LONG. WALL LOCATION INSULATED LONGITUDINAL PART. ANGLE INSULATED END WALL * / TRANSVE SE TO LONGITUDINAL L ^.;� INSULATED WALL INTERSECTION 2 PURLIN LINE 3 SEC WALL INTERSECTION q- PARTITION WALL 6 © SEC WALL INTERSECTION ` 2.03. cii�;., INSULATED WALL INTERSECTION % ' I �.- 03• LET THE SILL SEALER EXTEND a�ESS10 Jam/ 0991,12-3 CLIMATE CONTROLLED SIDE " 0� 779600 779500 PURLIN (VAPOR BARRIER) 1/4 TO THE NON CLIMATE 6051050390 N CONTROLLED SIDE OF THE 6051050 90 5" TRACK INT COLUM PARTITION PANEL 710969 TRACK. THIS PROVIDES FOR A 710969 20 PT PANEL 1 0 6051050390 GOOD SEAL WHERE THE (ON THE FLATS) CLIMATE o CLAMOR BARRIER)CONTROLLED SIDE SEC COLUMN PARTITION PANEL ABUTS THE INSULATION 779500 FLOOR WHEN POSSIBLE. I I 0 7109bg 710969 SEC. COLUMN I� (INTO HIGH RIB) SECTION VIEW 6051050390 CAULK U rn ¢ LONGITUDINAL CLOSURES do CAULK NOT SHOWN I 0 o PARTITION PANEL FOR CLARITY. COLUMN or STUD o r � o WALL PURLIN I 605105039 1 CAULK � , INT COLUMN LONGITUDINAL b 710969 � i (ON THE RATS) PARTITION PANEL 0 w -, 't COLUMN or STUD u, o o 6 a CONTROLLED SIDE SEC COLUMN I 1 CLIMATE 779600 CLOSURE FLUSH PANEL 710969 0 779500 CLOSURE Z o o 760600 (PART. CHANNEL 710969 00, (INTO HIGH RIB p j O N xp 600 760600 to C 6051050390 104168 m 0) � I I TRACK 779500 W c Z I cO PARTITION PANEL I INSULATION 12 20 INSULATION SILL PLATE SEALER I 760600 PAR1tTtON 6051050390 U TRANSVERSE 4 TRACK INT COLUMN PANEL 0 o WALL 779600 ~ TRANSVERSE,(, SEC COLUMN 760600 SEC COLUMN/STUD 6051050390 WALL 0 7 -TRANSVERSE TO LONGITUDINAL 8 TRANSVERSE TO LONGITUDINAL g LONGITUDINAL INTERIOR WALL 1 CAULK TAPE & CLOSURE INSTALLATION I�JSULATED WALL INTERSECTION INSULATED WALL INTERSECTION FRAMING @ BASE TRACK LONGITUDINAL NTERIOR WALL FRAMING © PURLIN CLIMATE CONTROLLED SIDE /� CLIMATE CONTROLLED SIDE (VAPOR BARRIER PARTITION PANEL CLIMATE CONTROLLED SIDE 710969 6051050390 INSULATION �¢ (VAPOR BARRIER) ru 779500 tural SEC COLUMN (VAPOR BARRIER) 20 INSULATION CLIMATE CONTROLLED SIDE CSEC COLUMN 760600 TRANSVERSE TRANSVERSE 4 (VAPOR BARRIER) 710969 Nt WALL PARTITION PANEL LONGITUDINAL PART. ANGLE PARTITION PANEL LONGITUDINAL j 710969 6051050390 WALL TNT COLUMN 779500 6051050390 FLUSH PANEL PARTITION PANEL 779500 SEC COLUMN 710969 LONGITUDINAL SEC COLUMN 779600 CLIMATE WALL 6051050390 TRANSVERSE CONTROLLED SIDE 710969 WALL SEC COLUMN ructural INSULATION 12 t ine 710969 SEC COLUMN PARTITION PANEL PART. ANGLE PART. CHANNEL 4 #120-1/4" - 710969 INSULATION 760600 ONE SIDE 760600 • SECONDARY LONGITUDINAL - #12x3/4" - 760600 SEC COLUMN INT COLUMN WALL 20 LO 779600 OTHER SIDE LONGITUDINAL— WALL PARTITION PANEL 760600 6051050390 � 779600 TNT COLUMN 6051050390 0 TNT COLUMN TNT COLUMN 0 20 INSULATION TURNED DUE TO TURNED DUE TO 760600 SECTIONAL DOOR SECTIONAL DOOR INSULATED LONGITUDINAL WALL 760600 PARTITION PANEL TRAWALLRSE '�%11 11 TRANSVERSE TO LONGITUDINAL (gTHRU TRANSVERSE PARTITION @ TRANSVERSE TO LONGITUDINAL INSULATED END WALL TRANSVERSE TO LONGITUDINAL 5" IliINSULATED WALL INTERSECTION PURLIN LINE 13 INSULATED WALL INTERSECTION 14 @ SEC WALL INTERSECTION 15 INSULATED WALL INTERSECTION 1 5911043818 PARTITION PANEL LOCATE TRACK AT UNDERSIDE OF THE LTB �INSULATION. SEALANT NEEDED TO � 0 6051050390 E- 779500 PURLIN ELIMINATE AIR INFILTRATION IS BY OTHERS A C=C COLUMN CONTROLLED SIDE INT COLUMN z z 4 0O W A W � W LONGITUDINAL_ WALL z O O x 4 a ~ 0 E-4 PART # INDEX Ii.i v Z 760600 PART# DESCRIPTION (/CE��� 3082 779600 6051050390 102702 sill late sealer, 3.5" x 25'-0" roll 104168 Rawl Anchor Bolt I I Date 3082--__ 29 a. PT. panel, GALVM 7810045071 20 2/23/22 Drawn by 5911043818 18 a. base track 3.88" x 9'-10" Ion \ JMN 7810045071 insulation wm -vr 4" X 5'-0" X 71'-0" Scale / 5911043818 1/2„ _ 1,-off 102702 Plan No. TRANSVERSE 9 \ / P52167 wALL 4 TRANSVERSE N S VE R S E TO -' Order No. LONGITUDINAL 11.i 1 6 246257 & 246258 INSULATED WALL INTERSECTION Sheet No. (DBLDG INSULATED LONGITUDINAL � PURLIN 3 I1 . 1 BY Og FIELD CUTTING REVISION Dote PARTS PROVIDED FOR OUR BUILDINGS OFTEN NEED FIELD CUTTING. ALL FIELD CUTS SHOULD BE DONE WITH ACCURATE MEASUREMENTS AND QUALITY TOOLS TO ASSURE THAT PART # INDEX 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 PART# DESCRIPTION BE ARRANGED TO SHED WATER FROM OVERHEAD OR FROM THE PREVAILING WIND DIRECTION. GOOD QUALITY do ACCURATE FIELD CUTS WILL MINIMIZE THE AMOUNT OF CAULK 5920010126 26 a. c utter, sculpted, MBLK NEEDED AND PROVIDE FOR A GOOD APPEARANCE. 5920010226 26 a. c utter, endcap, LH MBLK 5920010326 26 a. clutter, endcap, RH MBLK 31 DOWN SPOUT SPACING do LOCATIONS 5920010582 26 a. trim hanger, utter, GALV DOWN SPOUTS ARE TYPICALLY LOCATED 40' O.C. (MAX). SEE FLOOR PLAN FOR ACTUAL LOCATIONS. 5920112326 26 a. c utter downs out strop 4" x 6" MBLK 5920139326 26 a. downs out assembly, 4" x 6"MBLK 10'4 EAVE 6051050390 10.1 oz. tube metal roof sealant C c 5920010582 5920010582 5920010126 5920010126A``> Ilk 1 cr- 1 / l;Howa HEADER HEADER J1.0 GUTTER y 22.03.Q Q �31 5920139326 31 5920139326 DOUBLE JAMB �A- ESSI� � 5920112326 5920112326 J1.0 Ire ROLL-UP DOOR 3 ROLL-UP DOOR (n a o 3 J1.0 a- FIELD DRILL & RIVET J1.0 3 SIDES > o � o Q) 5920112326 5920112326 �; �° a FIELD BEND TABS NSIDE OF DOWNSPOUT.DOWN 90'. TABS LAP p J Tj a� O > 21) o N Z J m -p � co O DOWNSPOUT o, � W U .S o 3 k m (z 3 _ L0 O tructurai V O Q a � croa a ,q BLANK SIDEWALL WITH GUTTER B DOOR FRAME SIDEWALL WITH GUTTER C DOWNSPOUT DROP AND GUTTER CONNECTION f14 x 7/8- SCREW GUTTER HANGER W/EPDM WASHERS 0 2' O.C. GUTTER SS-ROOF PANEL FASTENERS SHOULD BE ITL 6s NO TABS LAP INSIDE INSTALL RIVETED INSTALLED ON "OPEN" OF DOWNSPOUT. 14 X 7/8" SCREW OPTIONAL STARTER DOWNSPOUT SEAM TO SIDE OF SEAM. " BUILDING SIDE GUTTER HANGER . (GUTTER BOTTOM 6 HOLE TO CUT TABS RIVET EAVE TRIM 3 SIDES. JAMBS/PANEL (DOWNSPOUT)-------*' OWNSPOUT DOOR JAMB ANGLE TOWARD OR A—PANEL 4 1/2" REF. 4" J BLDG. , DOWNSPOUT STRAP -— — DOWNSPOUT STRAP SSR PANEL GNE AT MID OF DOWNSPOUT. APPLY SEALANT FIELD DRILL & RIVET ONE 10" FROM BOTTOM. - 1/4" REF. AROUND CORNERS TO CREATE TABS, FIELD CUT AT z 6" DOWNSPOUT RIVET 10" REF. LOCATIONS OF DASHED LINES 4 PER STRAP AT LOCATIONS OF SOLID LINES, : BEND TABS DOWNWARD 90' �-ao FIELD CUT FROM TOP TO DESIRED HEIGHT tructural GROUND -- .-- -- ="= -- GROUND GLITTER DETAIL 2 DOWNSPOUT DROP HOLE 3 DOWNSPOUT AND STRAP STANDING SEAM ROOF SS ROOF CONNECTION GUTTER HANGER SECU REM EN T o W E- A CAULKED DRIP EDGE (CAULK BY OTHERS OPTION 1 OPTION 2 Z Ix (option 1) ROOF PANEL SEE OWNER FOR PREFERRED OPTION. SEE OWNER FOR PREFERRED OPTION. IF NEEDED NOTCH GUTTER AS REMOVE REAR TAB 0 Z �W SHOWN TO ALLOW FOR A LAP IF NEEDED TO STANDING SEAM ROOF RAKE TRIM O W JOINT. CAULK WITH ROOF SEALANT CLEAR ROOF PANEL. STANDING SEAM ROOF ® W DCAP O 'a AT THE JOINT. SMOOTH EXCESS x CAULK TO ALLOW FREE FLOW OF Z 01 O O ® WATER. Ul � L) W �-izI--� (m � T � 2 ® ® ® I �—I !� rl V ~ Q RFF GUTTER � i� Date 1?ER HAND FORMED EDGE GU 2/23 22 (option 2) \ \ /� e � REMOVE FLANGE Drawn by � ® � JMN BEFORE INSTALLING GUTTER. OPTION 1 CREATES A 1/8" BEAD RIVIT GUTTER HANGER 8 OF SILICONE BASED RTV CAULK (BY OTHERS) ALONG THE 5 PLCS. MIN. 2' O.C. Scale » ENTIRE UNDERSIDE EDGE OF THE ROOF PANEL TO PREVENT APPLY SEALANT AT 5920010226 1/2 ( = 1 -0 WATER FROM RUNNING UP THE PANEL DO NOT USE BUM RIVET LOCATIONS #14 X 7/8" SCREW GUTTER WEND CAULK or ROOF SEALANT HERE). IN LIEU OF THIS A 1/8" TO 6051050390 5920010326 GUTTER W DM WASHERS CAP INSTALLED Plan No. 1/4" 30' BEND CAN BE HAND FORMED ON THE LOW EDGE SEALANT 6051050390 TABS LAP INSIDE P52167 W W K DM WASHERS W WITH SEAMING PLIERS TO CREATE A DRIP EDGE. TAKE CARE SEALANT ONLY OF GUTTER. GUTTER W/END X 7 SCREW TO OBTAIN A GOOD APPEARENCE WHEN CHOOSING THIS CAP INSTALLED W I GUTTER HANGER Order No. PREFERRED METHOD„ W ND AP 2' O.C. 246257 & 246258 REQUIRED DRIP EDGE ON ROOF GUTTER SEAM/LAP DETAIL GUTTER ENDCAP DETAIL GUTTER AND RAKE TRIM GUTTER AND RAKE TRIM Sheet No. PANEL Q GUTTER ONLY CONNECTION DETAIL CONNECTION DETAIL i 1 . 0