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2000-088 (2) NOTICE LEVER HANDLES REQUIRED ON ALL PASSAGE DOORS � :� WHETHER INTERIOR OR EXTERIOR DOORS TOWN^.r nt!EENSBURY BULDING DEPARTMENT T M &iEd DD our limited examination, COP,tpliarlcawith our commems shall not be construed as indiW6 ft S t o r m s Systems --�y y s t e m s pans and sp ft#)t cod are in!� 1\J Compliance With the Cade, & Components T,° 0 0�-o �-a� off` MAR 112000 DRAWING SUBMITTAL STATUS BUILDING-MS5-MS9 SME-NONE I.N0. REVISIONS DRWN CK'D DESIGN DATE APP PERMIT PRELIM NORTH WAY SELF-STORAGE SN { GLEN FALLS METAL BUILDINGS SALES "'°'"' Store e Sl Ltems&Com nents QUEENSBURY. 11Y. GENERAL FOUNDATION NOTES CERTIFICATION AND SCHEDULE OF DRAWINGS THIS Is TO CERTIFY THAT ME META.WLDNG CoMPONENTS AND WILDING SISIEM SHEET DATE REV. NO. SHEET GATE REV. NO. FURNISHED BY AB.C.ARE DESIGNED TO COMPLY WITH THE FOLLDWING CRITERIA: NUMBER NUMBER 1.AMEPoGN BUILDINGS COMPANY ASSUME NO PE'SPoNABKTY OR LIABILITY iYN FOUNDATION,FLOOR OR SLAB DESIGN OR CWSfWCf10N. 2.THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO ME SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSTE DESIGN LO1DS ARE DESIGN LOAD COMBINATIONS ARE,- 3. `„� .D+C+L RESIST ALL MUST BE DESIGNED TOR THE AMR EACH REACTIONS V IO THEY APPLY TOO PARTICULAR WILDING AND MUST BE ADEQUATEEMNI TO 1. WILDING DEAD lDAD(0) 2.D+C+5 SECT RESIST ALL E THE CRIED BY COMDUNDKTI FOR EACH OF ME VARIOUS TANNIC CONDITIONS. THESE REACTIONS REPRESENT THE MINIMUM DESIGN 2.-O-PSF COLAT.LOAD(0) 3.D+W TOM^TO BE RESISTED BY THE FOUNDAIKNS. 3.-SD-PSF ROOF IJVE LOAD(L) 4.D+C+W+S SSC2 4.REINFORCING BARS,WIRE MESH,ANCHOR BOLT SHEAR ANGLES,TIE RODS AND/OR HNRPINS(NOOK BARS)SHOULD BE INCORPORATED AS 4.-TN➢-PSF GROUND SNOW LOAD(SS) S.D+C+W+L REWIRED INTO ME FMNDASON DESIGN. ME HOMONTAL MR=AT THE COLUMN EASE ACITNG IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS, -SD-PSF ROOF SNOW LEAD (S) 6.D+C+E D1-D5 MUST 8E SUSTAINED BY HARPMS.BE RODS,BURRESSES,OR OTHER DEPENDABLE MEANS I 1.0, CA.EADNIA OL.N/A S.COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NAMRAL SOLI..OR WHERE FILL IS USED,ME FILL MUST S.-Z5-MPH WIND SPEED(W) OR ME MOTHS SHALL EXTEND TO ME NATURAL o IN ALL CASES ME M M,SHALL E%TND AT LEAST 6 ACHES BELOW ME LOCAL FROST UNE 1.1.0.S FOLLOWS BUI EXP.N/A e. SEISMIC DATA ALDING IL EXPANSION OR CONSTRUCTION JOINTSSFWL BE LOCATED AS T REQUIRES IN FOUNDATION COALS AND SLAB. M.0.15 A-0.15 NUMBER 7.ME TOP OF ME FOUNDATION OR FLOOR SHALL BE SQUARE,LEM AND SMOOTH. ANCHOR BOLTS SHNL BE ACCURATELY SET TO A TOLERANCE MS5 f1/16 INCH ON DMENSINS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. N1 OTHER DIMENSIONS SMALL NAVE A 31/8 INCH 7DLERMCE -MSB E1-EB,FT 8.COLUMN EASE PLATES ARE GEMMED NOT TO EXCEED ME ALLOWABLE BEADING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE MS9 E7-EB,F1 STRENGTH OF 2500 PST.AT 28 DAYS 9.UNLESS EXPUCTLY NOTED GTH"WSE ALL EMBEDDED STRUCTURAL STEEL(INCLUDING ANCHOR BOLTS).OTHER MATERWS,AND LABOR SHALL BE SUPPLIED BY ME FOUNDATION CONIWDTOR. 10.DETERMINING ME SIM TYPE&CLAMMY OF ANCHOR BOLTS REQUIRED TO RESIST ME SMD.COD/OR&:KING REACTORS SHOWN ON MR DRAWINGS IS ME RESP NSIOUIY OF ME MASGA M DESIGNER NOTES:I. ROOF DESIGN IS BASED ON ME LARGER ROOF LIVE LOAD it.ALL SfEO BASE CUPS ARE SMNWED WITH(2)9/18 HOLES.IF ANOTHER DLWEIER HONE S REWIRED,STORAGE SYSTEMS I,COMPONENTS OR ROOF SNOW LOAD. MNEN MUSE BE NOTIFIED PRIOR TO FA FABRIG11IN1. 2 ALL FIELD WELDING S TO BE PERFORMED BY AN An CDRRFIED 12,LEADS DESgfNIED WITHIN CONIRAGT SPECIFICATION DO HOT 10W FOR ANY TYPE OF SUSPENOD SYSTEM WEIDFR USING E70XX ELECTRODES. (EO.LOUTS,INSULATION,COLT WORK%PING ETC.).SUSPENSION OF ANY LEAD INDUCNG SYSTEM,IS THESE MIN LOADS AND COM81NAMMS ARE APPLIED IN ACCORDANCE WITH THE FO.LO'MNG EXPUCTLY PRWI&IFD UNLESS A CORRESPONDING REDUCTION IN CEFOR EO LIVE/SNOW LEADS BUILDING CODE CAN BE PERMITTED BY CODE. STANDARD ERECTION SHEETS NEW YORK STATE 97 Asx_Lo DWF-1.o -01 ISR-e.o ss-ao ssc-1.o THE CERMICARW 15 UMTED TO ME STRUCTURAL DESIGN OF ME FRAMING AND COVERING PARTS ASW-2.0 DAF-2A LOC-3.0 LSR-9.0 �33-4.0 $So-mo WAS­10 MANUFACTURED BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS SWIM MHOOWS,LOUVERS, MAN CENT PANELS LAID VENTILATORS ARE NOT INCLUDED. NSO EXCUUGED IRE OTTER PARES OF THE PROJECT ASW-3.0 DWF-3A LAC-4O LSR-1DA $FL-14 SSO-2. QUID-J.0 BASIC MATERIAL SPECIFICATIONS No PROVIDED 9 AMEN CW WH DINcs COMPANY SUCH As FQUNDAT Ws,MAwNR wALs.MECHANICAL90-1.0 ONF-4.o UGC-4T.o LSR-11.0 SPN-I.o 55G-3.0 wN 4.0 EQUIPMENT AND ME ERECTION AN O INSPECTION OF ME BUILDING. THE BUILDING SMALL BE ENECtED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE AMERICAN BUILDINGS COMPANY'GENERAL MCC"GUIDE. BD-20 CWR-1.0 LW-5.0 USN-f.0 SPAN-1.O SRG-Lo WM-5.0 ME S&IA"VA.LATHS'EDITION,AND ME JOB ERECTION DRAWINGS. THE MAWMM LISTED M MS BJD-1O ECD-1.0 LW-6E0 LW-2o SPAN-2.0 SS4-5.o WNL-L.0 SHEET SHAH REMNN WITH AND BECOME PART OF MIS CERTFRAGIGH. BID_zO EOH-1.0 LOG-7A URW-3.0 SPIV-3.0 $SG-BT.O WAL-1.0 STEEL FOR HOT-ROLLED STRUCTURAL SHA SECTIONS SMALL E ON M E F REQUIREMENTS OF ASM SPEC1FlGl10N ASIM I38 OR ASIM A5M-CRAW 50. SIEEB.FOR WILT-UP SECTIONS SHNL CONFORM TO ONE OR MORE OF ME FYNLOWAINC: PTNXXLCT APPRMA c AND CERDFl[A110N5 BUD-3.0 CTD-1.0 LW-8.0 MDW-1.0 $FAN-{,0 SSG-7.0 WN.-2.0 FLANGE LAND UM YIELD OFT.SHALL MEET AS AMICABLE THE MTSCAI.AND cNE,70 CA.REQXRCIENIS OF ASIM A572 GRADE SO i.STANDAPo WILDING CODE-5BCO SPD-1.0 OTD-2.0 LW-9A MOW-20 SRO-1.0 SSC-8.0 WAD-f.0 WITH A MINIMUM t1ELD OF 55 M.ASM A80]GRADE 55,OR AhTM M']0 GRADE 55. /941 CO,12 BASIC STYLES. STEEL FOR AL ENOWNL'C'SECTIONS SHALL MEET ME PHYSICAL AND CHEMICAL PROPERTIES OF ASIM A570,GRADE W. 2. CO UNIFORM BUILDING DE SCSO)- RA FA-285-CARN Ny,NEVADA PLANT. STEEL FOUR TUBE SECTIONS SHALL CONFORM TO ASIM A500-GRADE B. 3.INWA- 12 BASIC STYLES AS BELOW'. LPD-2.0 18D-1.0 LW-10.0 MSW-1.0 SRO-20 SSG-9.0 WAO-20 STEEL FOR PPE SECTIONS SHALL.CONFORM TO ASTM A53-CRADE 8, a.M-1908817-SSF 4.M-190883-LT CND-1.0 UBp-2.0 LOC-11.0 PFD-1.0 552-t.0 SSG-10.0 WADI-3.0 b.M-1B0&57-IRE,BY,lRF-M a.M-190862 oG LP2,LP4,IP2-M,LP4-M M-190858-M.L55-M CSD-1.0 LM-1.0 LM-12.0 RM-1.0 SS2-2.o IT. WAW-1.0 4.WISCONSIN-/98U032-M;f3 BASIC STYLES. DEF-1.0 LMD lO LOC-13.0 SDB-1.0 SS2-2T.0 W-1.0 WAW-20 STEEL USED TO FORM PURUNS CIRTS,EAVE STRUTS AND'C'SECTIONS SHNI.MEET ME PHYSICAL AND CHEMICAL PROPERTIES 5.CITY OF CLEVELAND.ONHO DOCITTS S-52-82. OF ASIM A570,GRADE 55. 8.CNAXAN WELDING WRFAU OMSION I CEFRIFiGTON AT EL PASO R CARBON M. DLT-1.0 I.M-3.0 LSR- SEA-1.0 $52-&0 WF zo WAW-a0 STEEL USED TO FORM ZINC-COATED(GALVANIZED)PURIJNS AND ORIS SHNL MEET THE PHYSICAL AND CHEMICAL PROPERTE5 ].NSC ougm CERNFIGTION,mmomv MB. DIME-1.0 RFD-4.0 ISR-20 SFh1.0 552N.o VF4-3.0 WAW-4.0 OF ASTM A653 GLADE D,COD D 90 CDAIMG OESIONADON.N DESCRIBED IN ASIM AW 8.PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEATRE WO-1.0 LED-&D LSR-3.0 SFh2.0 SSJ-1.0 VF4-4.0 WAN-5.0 9.PLANT CERTIFICATION AT CA450N CITY FOR DOM.UTAR. ROOF AND WADI PAN,MATERA, 10,CITY OF LOS ANGELES FABRICATORS LICENSE j1390 AT CARSON CITY PLANT. &0 DRB-1.0 L02-1.0 LSR-4A SFh3.0 593-2.0 VFS-1.0 WAW- EXTERIOR PANELS SMALL CONFORM 10 ONE OF THE iQLOMiNO: 11.CITY OF HOUSTON.TEXAS FABRICATOR APPROVAL 0478. ORB-2.o LN-1.0 LSR-5.0 SFh4.0 553-2f.0 VTS-2.0 PANEL MATERIAL AS SPECIFIED SFWl W 26 GAUGE DNC-CO.ATED(GA.VMaED)STEEL.COASNG OESIGNATION G 90.CONFORMING TO ME REQUIREMENTS IZ STANDING SEAM 390 WING UPLIFT-CLASS GO(UL Bo)CONSTRICTION W.93 AS LISTED IN UNDERWRITERS DRF-1.0 LOC-tO LSR-8.0 SF5-1.0 ss5 o VFS-3.0 W ASM A853 GRADE E MINIMUM YIELD STRESS SHALL L BE 80 IA. LABORATORIES ROOFING 1ATERA S AND SYSTEM ORECTMR 13.STANDING SEND 11 WIND UPUM-LASS GO(UL 90)CONSRUCTION NO.93 AS LISTED IN UNMSRMTERS DRF-2.0 LOC-2.0 LSR-7.0 SFS_zO 553-{.0 VF5-4.0 OF AS MAIERUL RA E D. MI SIWL BE 24 GAUGE ZINC-CARTED(GAVANMED)STEEL.COARNG DESIGNATION o W.CONFORMING TO THE REQUIRENEMS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. OF ASM A853 GUIDE D. MINIMUM WELD STRESS SHAH BE 50 KSL PANEL MKIERIAL AS SPECIFIED SHALL M 26 GAGE ALUMINUM ZINC ALOE-COATED STEEL,COATING DESIGNA11pN AZ SS,CONFORMING 70 ME M LOC-SEAR WIND UPLIFT-CLASS 90(UL 90)WNSMUCIION NOS.93 AS LMED M ME CERTIMNo ENGINEER HEREWITH IS NOT ME ENGINEER REQUIREMENTS OF ASIM A792 MMIMUM YIELD STRESS SNN1 BE SO M. UNDERWRITERS LABORATORIES ROOTING WTERMLS AND SYSTEM ORECTOBA. OF RECORD FOR THE OVERALL PROJECT AND L9 ONLY PANEL MATERIAL AS SPECIFIED AWL BE 24 D STIR AUMHALL ZINC ALLOY-CGATED STEEL,COATING DESI"W.AZ W,CONFORMING TO ME 15.LOHMAN PANEL WAND UMUFT-CIA$S 90(UL 00)CONSTRUCTION NO.93 AS LISTED IN UNDERWRITERS CERTMNC THAT ME DESIYI OF THE MEIN.WADING REWIREMENRS OF ASM A782. MINIMUM YIELD STRESS SHALL BE 50 KSI. LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. WMPON FURNISHED BY AN WCAN WRDINGS COMPANY 17.22 GA STANDING SEAM US HAS MET FACTORY MUTUAL CSES I-80,I-99 AND 1-120. SATISFY THE GERM REQUIREMENTS SPECIFIED ABOVE y'(E OF `may 17.24 GA STANDING SFAS 380 IOU^METMUTUAL FACTORY MUqASS 1-CLASS I-60, AND ON ME&D.C.CONTACT.MS CERTFTGTION TL IT. 18.24 GA LONOSPAN HAS MET WITH ZINI MUNN.CLASS I-120. I)t /- E%CUOES THE ERECTION OA ME SffiNITURE .r (4� Q 19.24 ESA LAC-5F/M MODIFIED WITH 3M-MHB TIPS/4990 ON 3/16'BOUTS MEETS CORPS OF FNCINEERS � 4 -MIEN BRACE CABLES: ASTN-Aq 7-STRAND S,7-SD ENS WIRE CAME BC4.1/4'GA. BCS.5/18'OW WIDE SPEDFICAMON 07416.20.24 oA STANDING SEAM 360 MEETS CORPS OF ENONEETS WIDE SSPECUFl TIN 07416. BOB.3/8'DIAL. BOB.1/2'DW 21.24 GA STANDING SEAM 360 HAS SON TESTED IN ACCORDANCE WITH ASIM E-1591 22 ONE COUNTY FLORDA ACCEPTANCE NO.98-MI9.03-24 Gl STRUCTURAL STEEL 1 3/16'%N' r, BRACE STRAPS; i 1/4'WIDE%21 CA MINIMUM DEED BREAKING ST Aeu BE SHALL E 23.DADE COUNTY R ORIOA PACCEPTA ACCEPTANCE NO.96-0319.04-24 CA STRUCTURAL STEEL 1 3 18'X 36'AVERAGE BRENONC SRETHGfH SHAD.BE 4.3 DIPS. LONGSPAN WALL PANEL / 4, 21 DADE COMIN FLORIDA ACCEPTANCE NO,96-W19.05-24 GA STRUCTURAL STEEL 1 3/18'X J8' G.648ga LONGSPM ROOF PANEL. A9p�fsslo 4� 1 11 11 11 DRAWING SUBMITTAL STATUS kBLDG-MSS-MS9 SCALE:NONE NO. REVISIONS DRWN CK'D DESIGN DOTE CONST. MP. PERMIT PRELIM NORTHWAY SELF-STORAGE0 SN V ✓ GLENS FALLS METAL BLDG.SALES �122 QUEENSSURY, NY. ms. ....... ... .._ ___. ROOF PANELS INSULATION SKYLIGHTS /WALL IIGFrrS NONE RECENT PRODUCT REVISIONS TYPEL-1W—WE=COWR,&&L— NONE BY OTHERS BY ABC THICK WIDTH FACE COLOR TRANSLUCENT SKYLIGHTS m� suz� m FOLLOWINGm� THE FOLLOWING NAY OR MY NOT PERTAIN TO THIS PAW WARRANTY-110-WATER TGHT WARRAfff__w ROOF x TRANSLUCENT 4'S" WALL LIGHTS ON— SPECIFIC JOB BUT ARE NOTEWWpHy PRODUCT UL 0 WALLS 1.MINK SAFETIT IF Mh PIKED CUP:_ SLIDING CUPS ma ROOF:_WALLS—BEARING PUTS_ FACADE THERMAL BLOCK—BY ABC— BY OTHERS-(3/4*THICK ONLY) TYPE VERT OR SLOPED HEIGHT LE,IM PROJECTION UNDER OWNER UNIT WALL PAN SPACER STRIP�(FOR LOC SENT�INSULATION) NONE GhUELn COLOR- 5MR70 W PAINT WNTRNTIY-BIL— WALK DOORS FACK PANEL TYPE COLOR,—TRIM COLOR� orr SITE TYPE WHO LOCKSET CLOSER 00" UNER TRIM LIN&NM HALLWAY PAN _IAOR SOFFIT PANEL TYPE— GAGE,— COLOR:—TRW COLOR— COU0R--l—aASE_-Z— -3070-W70 - -NL--M — — -YES--NO WHITE -YES--M PANEL TYPE:— GAGE:— COLOR: TRIM COL GAGE:_ OR� -OO70-6470 -M-NL-W — — -lSS-JR) WHITE _YTS_W PAW wARHAWT_NQ--- -3770 8070 _!/-,NL--�HO — — -YES-NO WHITE -YES-W — CANOPIESCLEAR SOFFIT SOFITT PARTITION WALL -=O-W70 �-.NL-J� — — -YES-N0 WHITE -YES_NO — OTY EW SIN SLOPE PROJECTION LENGTH LINGER BEAN! PANELTYPE COLOR TYPL. UP GAE_2B COLW,_A�M BASE. NINE EAVE TREATM FRAMED OPENINGS ENVE TRIM TRIM COUOR,-- DOWNSPOUT aBOWS ONLY:— DOWNSPOUT RETURN:Y —STANDARD GUTTER, W/DOWNIMPOUIS—FT D.C.(MAX) m WIDTH HEIGHT SILL HEIGHT m WRAP TRIM WRAP COLAN LINER TRIM UNFIT —FLANGE BACK GUTTER W/D(WINSINIURS—FT D.C.(MAX) zg_ W-8 'r-O — -A-YES--NO — -YES--NO GS X SIMPLE Exw TRIM H- X-8 7-0 — -�LYES--NO — -YES-NO OVERRAN OTY PROJECTION LENGTH SOFFIT TYPE COLOR BADE muAE aw TRIM — —YES--m — -YES--NO SW NONE 26 ICE AND—TRFATJIENT NO — —m--NO — -YES-No— SW 26 — —YES--NO — -YES-No— DOWNSPg ELBOWS ONLY.. DOWNSPOUT RETURN,. TRIM COLORS — —YES--No — -YES--No EN — — 26 BANE:TRIM: BONN omm/am HEWN — —YES--NO — -YES--NO _ EW — — 26 DOWNSPoUIS FUMED OPENINGS: 4 "O — —YES—NO — -YES--N0 _ CORNER; SURUP70 BASE TRIM: SWUM — —YES—HO — -YES-NO — SPECIAL NOTES — —YES--NO — -M--NO MULLION THN: SLwP70 HALL MY. N/A PRIMER COLOR LINER PANELS RED OXIDE--X- GREY— SPECIAL:— LOC LENGTH! NEWT PANEL TYPE GAGE COLOR LINES, M. .1.COLOR ROOF FASTEN — — — — — — —M--NO — STANDING SEAAI 11 ---NO A.$1144 X X 11 SELF DRILLDRILLNIX HEAD MISCELLANEOUS MATERIA! B. SELF DRILL H.HEAD W/WASHER — — — — — — —YES.NO STANDING SFAM III — — — — — —YES.NO k$1 1 4 X 1 SELF DRILL HEX HEAD B. 4 X SELF DRILL HEX HEAD W/WASHER MINI ROLL-UP DOORS 11 X 1 1 4 11UF DRILL HEX HEAD WASHER 1:JJ I*x // SELF MU HEX HIM WASHER ON MANUFACTURER �8.NUMBEROTH HEIGHT COLOR LOC SEAM A. , 1 �14 X 1 SELF DRILL HEY HEAD WV WASHER B. 4 X SELF DRILL HC(HEAD /WASHER WALL FASTEN LONGSPAN OR MCHffECTVRN A$12 X 1V4 SELF WILL HOC HEAD W/ CLEAR WASHER B. 1 71 4 X SELF DRILL HEX HEAD CLEAR WASHER ROLL-UP DOOR SKADOW PANEL A.$12 X I SELF DRILL HEX HEAD NUT BLANK OTY MANUFACTURER MODEL.N.BER WIDTH NEW COLOR 1 IL 4x 7/8 SELF WILL HEX HEAD CLEAR WASHER 'TRIM FASTEN.FRS ALL,FASTENERS ARE#14.7/8 SELF Dfifl.J.W1 CLEAR WASHER STRUCTURAL FASTEN #12 X 1 1/4 SELF ORIU.NEX HEAD PARTITION FASTENER LONOSPAN k$112 X 17 1 B. 4 X 7/8 SELF SELF DRILL HEX HEAD SELF DRILI.NEX HEAD JA MN FASTENER NOTE 8: MG�=INNO MM lT`ZEQnWM/nASHNlNE"=NSMONS1 NO. REVISIONS WDIrA.' SUBMITTAL STATUS JBUILDING-MSS-mS9 NONE DRWN CK'D DESIGN DATE MS NORTHWAY SELF-STORAGE GDNSr. JAPP.I PERMIT JPREUM I 0 SN GLENS FATS METAL BLDG.SALES QUEENSBURY, NY. Storage Systems&C�nents I DRAWING- -- - -, ---- 16 135'-3 % CONC. 1 1/2 .- 135'-0 % STEEL 1,111 1/2 C\l �-D 1 LJ U-1 Cf) 0 0 C\j FOUNDATION PLAN I DRAW SUMUR X STATUS BUILDING-MSS-MSS SCAM'NONE NO. REVISIONS DRWN CK'D DESIGN k N DS PEMff NORTHWAY SELF-STORAGE I �TAPPT 0 SN GLENS FALLS METAL BLDG.SALES �eems&Com r.,ets QUEENSBURY, NY. 135'-0 X STEEL 10'-0 10'-0 10'-O 10'-0 10'-0 10'-0 5'-0 5'-0 5'-0 5'-0 (�') 8 3'- 8' 5'-0 O I o 1 N n y (3)PP-2 (3)PP-2 3)PP- 3)PP- 3)PP- 0 N �j 6 19 DS O ItE, U.N. PARTITION PLAN FRAMED OPENING SCHEDULE NOTE DIAPHRAGM ACTION OF THE METAL PANELS IS UTILIZED FOR STABILITY OF QUANT. UNIT SYMBOL NOMINAL SIZE THIS BUILDING.UNAUTHORIZED CUTTING OF METAL PANELS SUPPLIED BY SS @ C IS EXPRESSLY PROHIBITED. 14 A e•-s x�•-0 UNIT MIX 7'-0 QUANT. UNIT SYMBOL NOMINAL SIZE 20(TOTAL) 10 6 © 5•X 10' 20(TOTAL) PARTITION SCHEDULE QUANT. REF. # MARK # 42 PP-1 LP29-19.11 3 44 6 PP-2 1P29-9.10 1/2 6 PP-3 U+29-4.10 1/2 3 PP-4 LP29-4.11 3/4 57(TOTAL) - DRAWING SUBMITTAL STATUS BUILDING-MS5-MS8 sots won[ NO. REVISIONS DRWN CK'D DESIGN DATE CONST APP PERMIT PRELIM NORTH WAY SELF STORAGE 0 SN GLENS FALLS METAL BLDG.SALES 5 QUEENSBURY, NY. $ B & ID OIlBIlt4 :71-2122-01-04 E7 0 O CJ OO © ® OO OO O 10 11 1z Ta 1s 1s 135'-0 X STEEL 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 5'-0 5'-O 5'-0 5'-0 8 3'- 8- 7 -0 Ee C1-CIA EAVES(lPJ CIA-Cl II II II II II II 11 ii II If II II II II II II 2(rrPJ II ,IIfII U U If 1 If 1 1 1 1 y o N II 11 i/-PFS-1(TYP.) A If N I N R 'n II II Y-C3(TYPJ // c II 1I II If ii II II II II 1 \7J 8 11 If If IfEB w EB If It !'C2(iYP.) 11 U 1 / 1 I 1 o n n n 1 I I I 1 1 If "I I n n n If l O n n n n n II n n n a CI-G1A EAVES(LP.) C1A-C1 E! 8 TYP.U.N. STUDS PLAN NOTE M.W(2)E;12 a%%B FA5fENENSEAT SIDE OF PFS-1 TO 8E INSTALLED PRIOR TO ERECTING PPRTRION PANELS STUD JAMB SCHEDULE QUANT. REF. # MARK # EXTERIOR STUD REACTIONS: INTERIOR STUD REACTIONS: 82 Cl 4CI6-8.1 1/2NN MAX.COMPRESSION: 1.3 KIPS MAK.COMPRESSION: 2.6 KIPS MAK.UPLIFT: -0.4 KIPS MAX,UPLIFT: -0.7 KIPS 32 C2 4C16-8.5 1/4NN MAX.SHEAR; 0.8 KIPS MAX.SHEAR: 0.8 KIPS 22 03 4CI6-8.6 1/2NN 4 CIA 40U6-8.1 1/2 140(TOTAL N0. REVISIONS DRAWING SUDM(ITAI STATUS BUILDING-MS5-MS8 sa4e H6NE DRUM CK'D DESIGN DATE CD APP PERMIT PRELIM NORTHWAY SELF-STORAGE 0 SN jjm&F3^ ✓ ✓ GLENS FALLS METAL SM.SALES •�"'urr' m COUEENS BURY, NY. Stm 8 Mems&COm OD88t8 NUNUua1R.71-2122-01-04 E2 12 i/4r— An D3 09.5 � Pf5—i FlN. O.SE CUP(7YP.) (MC-2) 5'-0" 5'-0' S-0" 5'-0" 20'-0 OUT OUF STM CROSS SECTION AT INTR. PARTITION AT LN 2-15 lam" SEE E2 FOR STUDS SCHEDULE DR71,SUBMITTAL SPANS BUILDING-MSS-MSS scram:NaNc N0. REVISIONS DRWN CK'D DESIGN DATE CONST w PERMD PRE11M NORTHWAY SELF-STORAGE 0 SN GLENS FALLS METAL BLDG.SALES C , QUEENSBURY, NY. § r a§yAems k Components :71-2122-01-04 E3 0 0 ® ® a o o ® 0 10 11 1& 135'-0%STEEL 10'-0 10'-0 10'-0 10'-0 t0'-0 10'-0 10'-0 10'-0 /0'-0 10'-0 10'-0 10'-0 10'-0 5'-0 -FT EAVES(L.P.)E51 E51 E51 F51 E51 ES1 E52 OD3 o 1 I 1 I I I I I I I I I I I I I I I I I I 1 I I 1 I I i 3 i �i •N I I I I i I I I I I I 1 I i K I I I I I I I I I I I I I I 1 I b2 I D2 I I I I I I I I I I i I 1 o I I I I I I I I I I I I I i I I I I I I I I I I I I I i OI I I I I i I I I I I I 1 i 4 ESi E51 ESl (LP.) ESi ES1 ES1 ES2 8 b2 EAVES ROOF FRAMING PLAN PURLIN SCHEDULE QUANT. REF. # MARK # 3 P141 6Z16-20.6NN 15 PN2 6Z16-21.014N 3 PN3 BZ16-15.614N 21 (TOTAL) EAVE STRUT SCHEDULE QUANT. REF. # MARK # 12 ES7 tE4OS6-19.11 3/4NN 2 ESZ tE4058-14.71 3/4NN DRAWING SUBMITTAL 5fATU5 BUILDING-MS5-MS8 scuE NONE NO. REVISIONS DRUM CK'D DESIGN DATE � PERMR PRELIM NORTHWAY SELF-STORAGE 0 SN T;.,j ✓ ✓ GLENS FALLS METAL BLDG.SALES . 1001 QUEEN SBU RY, NY. Sto e Ystems&QODI 0Il6RL4 -:71-2199-01-04 E4 Ui i6 135'-0%STEEL On TRECL FEC-1 &FSE-1 TRECR m TR1-15.2 TR1-15.2 w W/RSF-1 W/RSF-1 1 M TRCL1 g TRCLI c TR1-15.2 TRi-15.2 W/RSF-1 W/RSF-1 TRECR FEC-1 &FSE-1 TRECL SHEETING DIRECTION ROOF SHEETING PLAN DRAWING SUBMITTAL SPANS BUILDING—M55—MS6 srwle NONe N0. REVISIONS DRAWING CWD DESIGN DATE NORTHWAY SELF—STORAGE CONSi. APP. POWPRE11N 0 SN I4.$L— -A, GLENS FALLS METAL BLDG.SALES QUEENSSURY. NY. Storage an&CoID OLCIlLB �rauwaEn:71-2122-01-04 E5 12 12 1/4t-- �1/4 7/41-12 --12 1114 SHEERNG ANGLE x 20'-3 GA-1 LNG SHEETING ANGLE x 20'-3 CIA PFS-1(NP') CIA CIA Q PFS-1(11R) 40U6-8.1 1/ 40U6-8.1 1/2 40U6-8.1 -- f/ 40U618.1 1/2 23 \\\\ 0- 14 �E 12 0 13 \`\\\ Mc \\ 14 / 12 Y 7 GRT--2 GRT-1 GRT-1 D3 :4D3 ` 4i GRT-T\ -'CRTI L GRT-2\ GRT-1 FIN. / \\\ FIN. I BASEI CIP (TYP.) a45£ICLIP (RP.)\` (W-2 (MC-2 -2 5'-0' S'-0' S'-0' S'-O' G4-2 S'-0'5'-0' S'-0' 5 '-0' 20'-0 OUT LOW STEEL 20'-0 OUP OUI'SIM EW. FRAMING AT FRAME LINE "l EW. FRAMING AT FRAME LINE "l6" U E6 E6 _ GIRT SCHEDULE_ QUANT. REF. # MAR. 6 CRT-1 _ 4C18-4 1/4NN 2 GR1-2 4C18-4.7NN 8(TOTAL) 84CKLAP A 1'0 84CKLAP B RAKE TRIM RAKE TRIM RAKE TRIM RAKE TRIM TRI-1-T 7R1-1-15.2 TRI-1-15. TRI-1-152 TREC L W/RSF-iL W/RSF-1 'EC R TREC L W/RSE-1 TRCL W/RSF-I TREC R PANEL SCHEDULE i I QUANT. REF. # I MARK # I 4 EPi A2P28-8.8 4 EP2 ••- A2P26-8.6 3/4 b I 4 EP3 A2P26-8.7 1/2 wj N M v I M N ' 4i I 2 EP4 A2P26-8.8 1/4 ti EW. SHEETING AT FRAME LINE "l" EW. SHEETING AT FRAME LINE "16" (SHEETING PACKAGE EWOIS-A) E6 D (SN£E7ING PACKAGE EWO15-A) E6 DRAWING SUBMffTAL STATUS BUILDING-MS5-MSS scue NOlIE NO. REVISIONS DRWN CWD DESIGN DATE C0 ST PaWrr PREUN NORTHWAY SELF-STORAGE 0 SN 3? ✓ ✓ GLENS FALLS METAL BLDG.SALES , QUEENSBURY, NY. Storage System k CAID DllentS wee"R:71-2122-01-04 E6 T T T T T T T 10 11 12 13 14 15 16 n 04 04 MC-3(TYP.) ES1 ES7 rMC-1 (11'P)ES7 EST ESi ES1 ES2 s DH-1 H-2 DH- OH-2 w (TYP)U.N. 1 I I I U 40U6-0.7 1/2 4OU6-1.3 1/2 40Us-o.7 1/2 (1rPJ U.N. U.N. (TYP.)6 5-0 BAYS 1o'-0 10'-O 10'-o 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 5'-0 135'-0 R STEEL SIDEWALL FRAMING COL. LINE A" IT T T T T T T T T 10 11 12 13 14 15 16 SP-1 FEC-1 &FSE-1 FL3V1-3.10 (TYP.) W ,p w ry f13V1-810 FDH2-10.3 ,o o �ayp z_ (TYP•� (TYP.)U.N. m h ^'a 15 ty i2 LLLL W W SIDEWALL SHEETING ® COL. LINE A" t7 PANEL SCHEDULE _._......_..__ QUANT. REF. # MARK # HEADER SCHEDULE 45 SP-1 A2P26-1.5 1/2 QUANT. REF. # MARK#1 12 DH-1 4C16-6.7 i/2NN 45(TOTAL) 3 DH-2 4C16-3.7 1/2NN DRAWING SUBMTTTAI SPANS BUILDING-MS5-MS8 srue NONE N0. REVISIONS DRWN CK'D DESIGN DATE NORTHWAY SELF-STORAGE CONSf. P. PERMITPRELM 0 SN QrL S-N GLENS FALLS METAL BLDG.SALES mu'Oin n- u DO QUEEN__ _ NY. ` B Bm9 tti Wm OIIBIltS xuw�-71-2122-01-04 E7 16 15 14 13 11 10 T T T (Typ MC-1 (TYP) FS-1(TYP.) ES2 ES ESt ESl ES1 ES1 ES7 DH- r r DH-1 GRT1 i ♦♦♦ i ♦ i ♦♦ ♦♦ i x (TYP)U.N. I ' MR) ♦♦♦ i ♦ i ♦♦ i ♦ i ♦ 'GRT3 m i ♦ 401.16-0.7 1/2 40U6-1.3 1/2 40U6-0.7 1/2 GA2 (TYP.)U.N. 0'- 8'-8 -8 (TYP.)U.N. 5-0 10'-0 10'-0 10'-0 l D'-0 10'-0 10'-0 10,-0 10'-0 10_0 135'-0%STEEL \ SIDEWALL FRAMING ® COL. LINE B" e E6V 16 15 14 13 sP— 11 10 T T T T FEC-1 &FSE—i VFL� 1-3.10 N FL3Vi-8.10 FDH2-10.3 Z 'oW n (TYP.) (TYP.)U.N. ° w I FJ158-7.2 FL1 V6-7.2 SIDEWALL SHEETING C COL. LINE B" Ee PANEL SCHEDULE QUANT. REF. # MARK # 11 6P-1 A2P26—1.5 1/2 HEADER SCHEDULE 34 SP-2 A2P26-8.5 1/2 45 CWAL) QUANT. REF. # MARK # 2 DH-1 4C16-8.7 1/2NN GIRTS SCHEDULE 3 DH-2 4C16-3.7 1/2NN QUANT.I REF. # MARK # DRAWING SUBMNTAL STA MSS NS BUILDING- -MSB sate xone 19 GRit 4Ci8-4.9 i/4NN N0. REVISIONS DRWN CK'D DESIGN DATE NORTHWAY SELF-STORAGE 1 GRT3 4C16-4.7 1/2NN CONSf. PENMR PRQIM WtWa 20(ttltAl) 0 SN 3 a � � GLENS FALLS METAL BLDG.SALES �9 4UEENSBURY. NY. I Storage IDS$COID OD88L4 ND�:71-2122-01-04 E8 200'-3 % CONC. 1 1/2 200'-0 % STEEL l 1/2 O z Ill 9" Lu 0 0 rn OcV FOUNDATION PLAN NO. REVISIONS DRWN CK'D DESIGN DATE WAN SUBMITTAL STATUS NORTHWAY SELF—STORAGE BUILDING—MS9 SCXL'NONE CONST. PERMR PRELIM 0 ...... SN -s, v v GLENS FALLS METAL BLDG.SALES Storage Mems&oMonents QUEENSBURY, NY. 71—,)1 9,)—n" O ® 11 1Y 0 74 75 16 77 'Lq' 79 200'-0 x STEEL 10'-0 10'-0 _F 10'-0 - 7 '-0=60'- 10'-0 10,-0 10'-0 10'-0 -0 10'-0 30'-0 8' 8'-8 8 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 o O ® N /9 ry DS N 6 (3)PP-2(TYP.) 3)PP-3 3)PP-3 ID D3 O PARTITION PLAN FRAMED OPENING SCHEDULE NOTE: DIAPHRAGM ACTION OF THE METAL PANELS IS UTILIZED FOR STABILITY OF QUANT. UNIT SYMBOL NOMINAL SIZE THIS BUILDING.UNAUTHORIZED CUTTING OF METAL PANELS SUPPLIED BY 23 A 8'-8 X T-0 UNIT MIX SS"BUILDING. IS EXPRESSLY PROHIBITED, QUANT. UNIT SYMBOL NOMINAL SIZE 23(TOTAL) 13 ® 10'X 20' 6 ® 10,X 10, 2 10'X 30' 23(TOTAL) PARTITION SCHEM9.101/2 QUANT. REF. # 51 PP-i LP 12 PP-2 LP6 PP-3 LP 69(TOTAL) NO, REVISIONS DRAWING SUBMITTAL STATUS BUILDING-MS9 SCx'NME ORWN CK'D DESIGN DATE CONST APPI PERMIT JPREJM I NORTHWAY SELF-STORAGE 0 SN GLENS FALLS METAL BLDG.SALES QUEENSBURY, NY. S'(,OT 8 S 81TI8 k COTD OIl8IlG4 = :71-2122-05 El 17 200'-0 S STEEL 10'-0 /0'-0 10'-0 10'-0 6 O 10'-Oa60'- 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 30,-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 E8 CiA/C1 C7(TW.) O 7 I CIA/Cl I I 0 11 11 II it 71 j1 it II N it II If If C2(1YP.) 1� II it jj C4 0 o I 1 `PFS-1(TYP.) it IVY II I 1 II II CS Ea 1t ly ly C3(TYP.) ly 11 11 it 11 Ir+-c 1� r- Tr Call 8 7n 0 II If Y C2(TYP.) lY1 i� CS o o A I5'-0 5'-0 7YP.) I i I I i b A A 1 1 A ii ca a _ _ C1A/C1 E1 STUDS PLAN NOTE STUDS W/(2)IN2 A%%8 FATMSTENERSEAT E CH END. PFS-1 TO SE INSTALLED PRIOR TO ERECTING PARTITION PANELS STUD JAMB SCHEDULE QUANT. REF. # MARK # EXTERIOR STUD REACTIONS: INTERIOR STUD REACTIONS: 103 Cl 4C76-8.1 1/2NN MAX.COMPRESSION: 1.3 KIPS MAX.COMPRESSION: 2.6 KIPS MAX,UPLIFT: -0.4 KIPS MAX,UPLIFT: -0.7 KIPS 38 C2 4C16-8.5 1/4NN MAX.SHEAR: 0.8 KIPS MAX.SHEAR: 0.8 KIPS 31 C3 4C16-8.6 1/2NN 2 C4 4C16-8.5 3/4NN 2 C5 4C16-8.7 3/4NN 1 CB 4C16-8.8NN 4 C1A 4OU6-8.1 1/2 779(TOTAL) DRAWING SUBMLITAL SPANS BUILDING-MS9 scuE NONE NO. REVISIONS DRWN CK'D DESIGN DATE fAN6T. APP. PFRMR PRELIM NORTHWAY SELF-STORAGE . �/ ✓ GLENS FALLS METAL BLDG.SALES 0 SN W11S QUEENSBURY, NY. St0 8 Systems&Com.-C is :71-2122-05 E2 12 1/41— 9 A D3 ­85 3/ O.EV.-8\\.7 \ \ W \\\ U U \ INK) \\\ FIN. \\\ FLDO \\\ \ N &ISE Z—G- 20'—O OUT OUT STEEL CROSS SECTION AT INTR. PARTITION AT LN 2-18 NOTE SEE E2 FOR SN05 SCHEDULE DRAWING SUBMUTAL STATUS BUILAING—MS9 sfxp;rwMs N0. REVISIONS DRWN CK'D DESIGN DATE PP. pER MIT RREIJM NORTHWAY SELF—STORAGE .vu r.e�r. 0 SN ;- ✓ ✓ GLENS FALLS METAL BLDG.SALES QUEENSBURY. NY. Storage SyLems&Components .71-2122-05 E3 �j O O O4 OS 11 12 1© 1 0 8 17 200'-0 R STEEL 70'-0 10'-0 70'-0 10'-0 6 O 10'-0=60'-( 10'- 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 30'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 ,�on EAVES(LPa OEst Est Es Est I Est Est E51 Est in I I I I I I I I I 1 I I 21 I I I I I 1 I I I I I I OS M 1 I I I I I I i I 1 I I OS o r F 0 3 I I I I I I 4 I 1 I i I I cl I I I I I I 1 I i I I 02 I I I I I I I I I I I I N p I I I I I I I I 1 I I I I in I 1 I I I 1 I I i I I I OEst Eit E51 Est Est ESt 61 Esl 6 02 EAVES(LP.) PN1 ,� PN2 PN2 PN2 I PN2 PN2 1N2 PN1 ROOF FRAMING PLAN PURLIN SCHEDULE EAVE STRUT SCHEDULE QUANT. REF. k MARK # QUANT. REF. b MARK#� 6 PNi 6216-20.6NN 20 ESt IE4DS6-19.11 3/4 24 PN2 6216-2i.ONN 30(TOTAL) DfNC SiA suLe NONE N0. REVISIONS DONN CK'D OESICN DATE "'ITTAL TU5 NORTHWAY SELF-STORAGE BUILDING-MSS CONSi.W1N APP. PERMR PREUM 0 SN ( V GLENS FALLS METAL BLDG.SALES I QUEENSBURY, NY. St0E6 6 S terns&CODI OD6Dt4 NvN ,71-2122-05 E4 o ,9 200'-0 R STEEL O 1, TRECL FEC-1 &FSE-1 TRECft TR1-15.2— W/RSF-7 TR1-15.2 W/RSF-i K TRCL1— o I I n TRCL1 g TRi-15.2— w/RSF-t TRI-15.2 W/RSF-1 COTRECR 1-1 &FSE-i TRECL SHEERNG DIRECTION ROOF SHEETING PLAN DRAWING SU9MDTAL SPANS N0. REVISIONS DRWN CK'D DESIGN DATE BUILDING-MS9 sots ROBE CONSf. APP. PERMR PRELIM NORTHWAY SELF-STORAGE 0 SN %.X 3' ✓ ✓ GLENS FALLS METAL BLDG.SALES mw QUEENSBURY, NY. Stor a ems k Components R°�r" .71-2122-05 E5 1/4t 12 —�11/4 1/4r 12 12� 1/4 SHEETING ANGLE x 20'-3 SHEETING ANGLE G4-1 GA-f A PM-iX ON-1 8 (C1A) ((CV (CIA) W//2 MINI CUPS(TYP.) Q (C1A) 40U-6.1 f/ 4dU6-8.1 1/2 4OU6-8.f 1/ (EIC-1) PM-1 40U6-8.1 1/2 W D3 GRT-i\ �CRT-i � CRT-2 �CRi-1 b tt FIN. i \\ � i \\\ I &l6E'CUP 8 8'-8 8' 4OU6-1.3 1/2 40U6-0.7 1/2 (MC-2 40U6-0.7 1/2 G4-2 5'-0' S'-0' S'-0' 5'-0' 0' 10'-0' 20'-0 OUT OUT STEa 20'-0 OUT OUT STEEL HEADER SCHEDULE EW. FRAMING AT FRAME LINE "1"QUANT. REF. # MARK # c EW. FRAMING AT FRAME LINE "19" 2 Mi1 4G18-BJ 1/2 E6 E6 2(TOTAL) GIRT SCHEDULE QUANT. REF. # MARK # 3 GRf-i 4G16-4.9 1/4NN 1 CRi-2 4G18-4.7NN /'�\ 'Q i 0 EAGKLAP 1Y7) a(TOTAI) 1'-0 EACKLAP a 6 a 6 a PANEL SCHEDULE RAKE TRIM RAKE TRIM TRI-i FDH2-10.3 7RI-1 QUANT. REF. # MARK# IRIRSF-I iRl-}-1I W R �) / 2 EPI A2P26-8.6 TREC L W/RSF-1 L W/RSF-1 ?A R TRECL / SF- f13V1-6.f0 W RSf-f TREC R 2 En A 26-8.6 3/4 2 EP3 A2P26-8.7 1/2 _- 1 EP4 A2P26-8.8 1/4 2 EP5 A2P28-1.6 I W N N 2 EP6 26-1.8 3/4 � b I 'ty b 1 D4 b 2 EP7 A2P28-1.71/2 �� a I 6 a 25,g 1 EP6 A2P26-1.81/4 EW. SHEETING AT FRAME LINE "I" EW. SHEETING AT FRAME LINE "19" (SHEETING PACKAGE EW01S-A) E6 (SHEETING PACKAGE EW02S A) E6 DRAWING SUBMIRAL SIAlUS BUILDING-MS9 srxc NoxE N0. REVISIONS DRWN CK'D DESIGN D47E CONST � PERMfI f42ELIM NORTHWAY SELF-STORAGE .4c. �� 0 SN ! 3- GLENS FALLS METAL BLDG.SALES QUEENSBURY, NY. $f.OI a ems&Components :71-2122-05 E6 T Q T T MC-3(TYP.) 7 04 1/CIA ES1 EST EST EST ES1 MC-1 ") ES104 ESi PFS-1(TYP.) ES, Cl/CIA w E 6H-1 G 1 �I (TYP)U.N. _ _ GRT2 ao i.c \ i 40U6-0.7 1/2 40Ufi-1.3 1/2 4OU6-0.7 1/2 Gq-2 U.N. 5'-0 5'-0 10'-0 10'-0 10'-0 10'-0 10'-0 6 010'-0-60'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 200'-0%STEEL SIDEWALL FRAMING @ COL. LINE " A- T T Q O T 13 14 15 16 11 YJ 18 19 SP-2 FEC-1 Et FSE-1 P_1 I( W FL3V7-6.10 FDN2-10.3 a i I i (Typ') (f1'P.)U.N. z 1p ti FJI5B-7.2 FA 5B-7.2 FLiV6-7.2 FL1 V6-7.2 SIDEWALL SHEETING ® COL. LINE " A" E6 PANEL SCHEDULE QUANT. REF. # MARK # HEADER SCHEDULE 14 SP—i -1126—1.5 1/2 QUANT. REF. # MARK # 56 SP-2 A2P28—6.5 t/2 70(TOTAL) 4 ON-1 aC16—8.7 1/2NN GIRT SCHEDULE DRAYANG SUBMITTAL STATUS BUILDING—MS9 ,cul::xoNe QUAM. REF, # MARK # N0. REVISIONS DRWN CK'D DESIGN DATE CONST APP PERMIT PREUN NORTHWAY SELF—STORAGE 3o cR17 act6—a.s 1/4NN p SN j 3� ✓ GLENS FALLS METAL BLDG.SALES .w , i GRf2 aCt6-4.5 i/aNN Storage Systems k C01➢0➢6➢t5 1 GRT3 4C76-4.7 t/2NN QUEENSSURY, NY. :71-2122-05 E7 19 18 17 i6 15 14 13 �7. I� MC-3(fYP.) 7 D4 D4 ES1 PFS-1(n'P) ES1 ES1 E51 ES1 MC-1 (iYP) ES1 ESi GR7�2 DH-1 (1YP)U.N. w GA-2 4OU6-0.7 1/2 40U6-1.3 1/2 40U6-0.7 1/2 (TTP.)U.N. (-P.)U.N. 5'-0 5'-0 5'-0 5'-0 W-0 5'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 6...-0.., 10'-0 10'-0 10'-0 Lo 10'-0 200'-0 9.51EEL SIDEWALL FRAMING ® COL. LINE B" 19 SP- 18 17 16 714 13 FEC-1 h FSE-1 SP- FDH2-10.3 FRI 1-8.10 ry ? m P.)U.N. (TWJ r ocm o of M 1n FJ158-7.2 FL1V6-7.2 SIDEWALL SHEETING @ COL. LINE B" m PANEL SCHEDULE QUANT. REF. # MARK # HEADER _ SCHEDULE 56 SP—i A2P26—8.5 1/2 QUANT. REF. # MARK # II SP-7 A2P28—8.5 1/2 67(TOTAL) 17 DH—i 4C18—8.7 1/2NN GIRT SCHEDULE DRAWING SUBMNTAI SPANS BUILDING-MS9 scAtfi;NON[ QUANT. REF. # MARK # NO. REVISIONS DRWN CK'D DESIGN DATE CONSf PERI.IR PRELM NORTHWAY SELF-STORAGE 5 GRT-1 4C16-4.9 1/4NN - 1 GRT-2 4C16-4.7NN 0 $N 3' y y GLENS FALLS METAL BLDG.SALES e(TOTAL) QUEENSBURY. NY. Storage ¢IDS k COID OD¢OLS :71-2122-05 E8 7 1/2 WALL PANEL 3 1/2 BASE ANGLE 1/,--DOOR JAMB OR STUD FIELD CUT TO FIT BETWEEN THE STUDS I WALL FASTENER GA-2 I #12X1 1/4 SDHCW WALL PANEL I 1'-0" O.C. OR MULLION TRIM RAM SET FASTENER 2'-6 O.C. (MAX.) RAM SET FASTENER I I WALL FASTENER (NOT BY A.B.C.) INSIDE CLOSURE 2'-6" O.C. (MAX AT STUD OR DOOR JAMB A2P-1 (NOT BY A.B.C.) I I i #12X1 1/4 SDHCW FINISHED FLOOR 1 1/2" NOTCH ' BASE CHANNEL l —0" O.C. 4 FINISHED FLOOR—\ 1 1/2" 4 4 II .4 A II II INSIDE CLOSURE A2P-1 1_1 1/2" NOTCH (A) STRUCTURAL FASTENER 12X7/8 SDHH z I-CONC. LINE _j STEEL LINE uj uj cn 91, SECTION SECTION D1 NO. REVISIONS DRWN CK'D TDESIGNI DATE1 DRAWING SUBMITTAL STATUS NORTHWAY SELF-STORAGE BLDG-MS5-MS9 scALF.Nam I I CONST. I APP.I PERMIT IPRWM I 0 SN GLENS FALLS METAL BLDG.SALES QUEENSBURY, N.. Storage ystems&Components Dbj i DI ROOF FASTENER NOT TO PASS THRU PURUN ' #14 X 7/8 SORF 6 O.C. $12X7/8 SDHH SUP ANGLE CUP (3)PER CONN. i PER PURUN LOCATION TAPE MASTIC ____a ________ ___ _ ___________ CL-21 1/2 TM a II o..".o'�"-_o i RAKE FLASHING RAKE SUPPORT ANGLE Ii o o II I TR1-152 RSA-1 ROOF PURUN o j10 o LONGSPAN PANEL --- -- -_- GABLE ANGLE GA-" ----- � I � CONNECT PURUN TO COLUMN 1 1 I I 6)STRUCTURAL FASTENERS 0 1 6" 6, 12X7/B SDHH STRUCTURAL.FASTENER PURUN LAP PURUN FROM CENTERUNE 2 PER CUP I 21. 2 21. I OF SUPPORT FOR A 12X7 8 SDHH O O BMCCS BASE CUP i I PURUN CONTINUOUSLY OVER ip / I i I 0'-6`LAP OR RUN STRUCTURAL FASTENER FIELD I I THE COLUMN ALTERNATING RAKE SUPPORT FLASHING I I 2 PER PURUN ANCHOR AS REQ'D. I I RSF-1 i S12X7/8 SDHH y y_ (NOT BY ABC) T T WALL FASTENER �riE $14 8 SDW Wp},FASTENER a STUD 1, c.48m I I J12XI 1/4 SDHCW I 1 I 1 1'-0"O.C. ((4)STRUCTURAL FASTENERS I I OUTSIDE CLOSURE I i SECTION"A-A" $12X7/8 SDHH A2P-0 1 WALL PANEL A A BMC-2 CUP o o FINISHED FLOOR SECTION 3 SECTION 4 D2 D2 NOTE: EAVE STRUT FOLD INSULATION BACK, IT MUST NOT BE EXPOSED TO ROOF FASTENER LONGSPAN PANEL THE WEATHER. #12X1 1/4 SAFELY PRECAUTION: WORKERS SHOULD BE TRNNED IN THE PROPER ERECTION PROCEWR6 TAPE MASTIC FOR ALL JOBS. TOP & BOTTOM 1%2CLOSURE) ILSSP_I CLOSURE TIMEAVE SUPPORT FLASHING EAVE CLOSURE FLASHING FSE-1 FEC—• MINI CLIP MINI CLIP / MC-1 MC-1 WALL FASTENER I #12 X 1 1/4 SDHCW EAVE STRUT 1'-0" O.C. INSULATION I (4) STRUCTURAL 30.48 cm O.C. (BY OTHERS) FASTENERS WALL FASTENER STRUCTURAL FASTENER i #12X7/8 SDHH #14 SDHCW STITCH #12 X 1 1/4 SDHH DOOR JAMB OR STUD 1—0" O.C. 6" O.C. 30.48 cm O.C. 1 WALL PANEL OUTSIDE CLOSURE A2P-0 NOTE HORIZONTAL LEG OF FLANGE BACK GUTTER(WHEN REQUIRED)IS INSTALLED SECTION 6BETWEEN THE MASTIC AND THE EAVE TRIM. D2 SECTION 5 D2 N0. REVISIONS DRWN CK'D DESIGN DATE DRAW NG SURM ITN STATUS NORTHWAY SELF—STORAGE BUILDING—MS5—MS9 scALe NONE CONST. APP. PERMIT PRELIM .w . 0 SN t V V GLENS FALLS METAL BLDG.SALES C}U EENSBURY, NY. Storage Systems&COTII OIl8llt3 :71-2122-01-05 D2 ---------------lo-------------- 1 � I IAMB E.W.GIRT PURUN j � E.W.GIRr-\ IAMB J12 X7/8 SD STRUCTURAL FASTENER 12 x7/8 SDHH I j 112X7/8 SDHH IAMB __-- I MC-1 MC-1— IAMB 2 3 4 GIRT END I PARTRION PANEL ---- GIRT END 2 3 4 2 1 2 i/4 #12 x7/8 SDHH /I -°_0_ #12 x7/8 SDHH 1/ 2 1 2 4C76-,.,�`y - - - STRUCTURAL FASTENER J/ I I 4C16 #127(7/8 SDHH I I PANEL LAP ci - ° I 40U8 I I STUD 4OU6 ° I WALL F 8 SEER I o I I t o WALL FASTENER 1,0'O.C. I _ I i JtL 0'0 C,SDHH / 4Ct6 WALL FASTENER AS 90HH #14X7/B SDHH WALL FASTENER - MC-1 1'-0'O.C. 2'-0'O.C. 40Ufi y ,TM ICE raN; #12 x7/8 SDHH E.W.GIRT I I art WJltltEN rc FlAsv i'-0'O.C. �t6 E.W.GIRT MC-1 40U6 I � � BMACS 2 CUP FlNISHED FLOOR SECTION 12 SECTION D3 SECTION SECTION 11 D3 D 14 D3 D3 SECTION H D3 PURUN /2 STRUCTURAL FASTENERS SDHH -H 41 E i I � ° ° /12 x7/8 SDHH #12 x7/8 SDHH- 00 of 4C16--.may - - __ _ 4C16 I I i I I 0 1 t o WALL FASTENER I I I I /12 x7�8 SDHH 1 0 l l 0 WALL FASTENER SND \ #12 x7/8 SDHH i-0'O.C. 1'-0'O.C. 40U6 2 3 4 1/4 MC-1 E.W.GIRT E.W.GIRT MC-1 1/�40U6 E. GI�ND 2 3 4 I SECTION 23 SECTION 24 DETAIL 9 D3 D3 D3 DRAWING SUBMIRAL SPANS BLDG-MS5-MS9 SG4.E:NONE NO. REVISIONS DRWN CK'D DESIGN DATE "I" SELF-STORAGE CONSf. APP. PERMIT PRELIM 0 SN S- V 1 1 V I GLENS FALLS METAL BLDG.SALES SLOC 8 StR Components QUEENSSURY, NY. �N�:71-2122-01-05 D3 SAVE STRUT ___________________ -------____ __ sarm vRECAunoN: ALWAYS MFAR OSIN APPRPJED EYE OR3IECYION WNFIi OPEWA OPoLLS OR E]£tTRJC srxEw CONS. JFIELDAMB NOTE: JAMB CUP MC-3 FOR 4' TO BE INSTALL TO DOOR JAMB I ______________________ _______________________ BEFORE ERECTING JAMB I PARTRION PANEL I I I IN PLACE DOOR JAMB STUD (4)J}72X7/8 SDHH I I C-1(7YP I — PER STUD/DOOR SDHH STRUCTURAL FASTENER PER SAVE STRUT I PER STUD/DOOR JAMB /12)7/8 SDHH TO CUP (TYP) I TO CLIP(TYP) i 1—0 30.48 cm O.C. I A I MICNI ICUP j STUL-L LI .1 WALL FASTENER I I MULLION TRIM #12X1 1/4 SDHCW -- I ---' SF—IX 2'-0" O.C. I (e)STRUCTURAL FASTENERS 60.96 cm O.C. I I g72X7/8 SDHH I JAMB LIP(TrPJ I MUST BE FLUSH I MC-3 co 4' WITH DOOR JAMB DOOR JAMB DOOR HEADER SECTION'A—A' SECTION 15 STRUCTURAL FASTENERS # 12X7/8 SDHH D4 SECTION 6 D4 14 e STRUCTURAL FASTENER A' fl STRUCTURAL FASTENER #12X7/8 SDHH MINI CLIP USE(2)FASTENERS IN EACH MC-1 FACE OF THE MINI CUP, DOOR HEADER A GIRT SPACE FASTENERS AS FAR APART AS POSSIBLE /12X7/8 SDHH DOOR JAMB A WALL PANEL Me ICUP SIFEfY PREGVJIION: WALL F NER WORI(EAS SHEKC SE TRMJED IN }72X1 i ,E SDHCW PROCEou�S 1'-0"O.C. FOR Au does. 30.48 cm O.C. DAOMOB STUD GIRT DOOR HEADER ' T DOOR HEAD FLASHING I I WALL FASTENER FDH2—LENGTH 112X1 1/4 SDHCW COVER FLASHING 2'-0"O.C. (INSTALL AT SAME}TIME 60.96 cm O.C. AS DOOR HEADER FLiV3—LENGTH SECTION 'B—B MINI CUP SECTION"A—A" SECTION'A—A' M_1 DETAIL l 7 SECTION 4 D4 D4 DRAWING SUBMITTAL SPANS BLDG—MS5—MS9 SCkC-NONE N0. REVISIONS DRWN CK'D DESIGN DATE CONST. JAPKIPERMIT JPREUJ NORTHWAY SELF—STORAGE 0 SN -3 ✓ V GLENS FALLS METAL BLDG.SALES QUEENSBURY, NY. !aye S ems k Components �Nc:71-2122-01-05 D4 ROOF FASTENER NOT TO PASS THRU PURUN /14 X 7/8 SDRF 6'O.C. PARRRON PANEL SUP ANGLE CUP i PER PURUN LOCATION CL-21 TAPE MASTIC 1/2 TM RAKE FLASHING RAKE SUPPORT ANGLE TURAL STRUC FASTENER(iW.) TR1-15.2 RSA-1 �12%7/8 SOHH •Oc LONGSPAN PANEL 30.48 em O.C. GABLE ANGLE PARTMON PANEL. GA-- STRUCTURAL FASTENER PURUN 2 PER CUP O sruO {12X7/8 SOHH �SUD sluo STRUCTURAL.FASTENER 2 PER PURUN RAKE SUPPORT FLASHING I RSF-1 I I B12X7/8 SDHH WALL FASTENER j (2)PER CONN. g14 x 7/8 SDHCW I I 1'-D'O.C. i I WALL FASTENER 30.46 cm I I �12X1 i/4 SDHCW DETAIL 19 OUTSIDE CLOSURE I j \ 1-0 O.C. D5 A2P—O RAF ER(ac16-20.0) WALL PANEL SECTION 21 D5 .028x1 1/4'STRAP PFS-1 ((2)ROOF RAPS TO STUD WITH /12x7/8 SDHH M.) xne- BRACING DETAIL DRAWING SUBMITTAL STATUS BLDG—MS5—MS9 SOME:NONE N0. REVISIONS DRWN CK'D DESIGN DATE NORTHWAY SELF-STORAGE CONSi. APP. PERMIT I PREllM 0 SN 3. V GLENS FALLS METAL BLDG.SALES am, QUEENSSURY, NY. Storage 2ELeiLR&CDLm OIIents :71-2122-01-05 D5 • iTNi WILL NLOW MpSNflE TO pRNN.WODO BLpCKINO�PIACED BETWf�N PµFl BUNGD WILL PRDWOE MO P` NR pRCVUTON.COVER THE STAE](Ep BUNGLES WITH A OR OR PASTC CWER LEAPING ENOUGH OF+ENWG AT 7HE BOTTOM Fqi NR TO GRCUUIE GYE STRUT _stlDARE �FAcdirtns I vurtls� Muua RIGID FRAME P�zUnnt Mm'wnax y ARCHITECTURAL PANELS — RGID FRAME COLUMN p 0.0 2 X (BWi'OIHERS)KING y S TARP OR PLASTIC COVER WOOD BLOCKING y USE SPACERS BETWEEN BUNDLES a," (BY pNERS) SECTION'A' 7HI FlRSi 51I IN THE SUCCESSNI INSFAW,TON OF tHE ROOF OR WNL$IS}0 FLAME THE GIRT SPACING BLOCK ABOVE CgpUNO PRIMARY FRAMING PLUMB µD SOVARE FOB BEST RESULTS,IT 5 RECOMMENDED T1At A iRµSIT BASE ANGLE BE USED WHEN ERECTING 111E STRUCIURAI STEEL TYPICAL CONSTRUCT.OF TiE WOOD BLOCKING IS SHOWN MOPE A I%8 NWIMV4 BOARD TIE DOWN INSTNLAtiON OF THE BUILDING WN15 ME GFNEIULI.Y DONE BEFORE THE ROOF.BEFORE STNTDNC GIRT SHOULD BE USED.REFER TO THE CROSS SECI10L1 FRAMING DFUWINCS TO DERRMWE TIE PANEL STORAGE THE WNF.SHEEIINC OR INSULATON,CHECK TO BE SURE TU,T THE EAVE STgVT µD GIRLS µE GIRT SIZE µD SPACINGS. AflcHrtECTMP�L WC51 BUILDING ALIGNMENT SRWGHi µD PLUMB..TO NJCN THE gRtS,CU}iFIApORARY WOOD BLOCKING AC GE07 TO THE PflOPER LENGTH µD INS}NI.BETWEEN THE LINES OF G,RLS.N1 OUTSIDE GIRT FLWGES GIRT BLOCKING AA SHOULD OE VERTICALLY µD MORRONTNlY NICHED.THIS BLOCKING Cµ BE GE03 MOPED fRpN BAY TO MY WHICH WILL REDUCE THE NUMBER OF PIECES REWIRED.NORMALLY, AMFAICAN ROOF AND WALL PANELS ONE LINE OF BIOCNMIC PER 8AY WILL BE SUFFICIIm. AA PROVIDE IOtCEUEN SFRNACE UNDER WIpEL DIN ED ONgppNDS.AALLU,l NLWDINC�D PRECIION I� PERSONNEL SNWLD FULLY UNDER5FµD TIMPT THESE PµELS AAE T 7/j6 FASTENERS MISCEUMEOUS FASTENEFS MERIT CAUTIOUS GNIE IN IVNDUNO. OLUIffY MERC14NgSE W'FIICH / SPECML CONDITION FASTENERS UNOFiE ND GRGIIFSfANCES SHOULD PMELS BE HANDLED ROUGHLY.PAdtACES OF SHEETS SHOUtp 3'A OeW F K9 la Aw l wAnfi BE UFIED OEF N1E TRUCK O SIDE CARE TAREN TO INSURE THAT NO I iI t z I� DKA ENDS DF THE SHEETS OR TO SIDE RIBS.THE PACKMES SHOULD BE STORED pwT'E OCCURS TTO F,�I f/A s"i FAy¢pl slay xp w.n SUFFlCIENRY HpH ENOUGH TO ALLOW NR CIRCULAifON UNDERNGIH THE PACWDES MIOSAIPQIpS I xyxa Fia:I/AFRA GROUND MWSNRE µD OFFERS PEOPLE FAOY WALfING ON THE PACKAGES,ONE END OP THE PMKE SHWUJ ALWAYS BE ELMAIED MOVE THE LONER END iD ENCOURAGE pRNNME IN CASE OF RNN. AAVx GFD�.4 ALL METAL PANELS ME SUBJECT TO SOME pDONEE TO 1OG112ED DSCOLORAIWN OR STNN WHEN m PAza d Wmpq nwU V w • WA1ER S TIMFPED BRICAO THEIR CLOSELY FITTED SUPo'ACES.AMEiUCW IXERGSES EXTREME FqP zUlunuw ions/A'I . CLARION.. FMRIGT TO µD SHIPPING p'EM KEPT DRY.HOWEVER.DUE TO CUW11C CgIpDONSWA7FR0FgWAM.Lm B}M(AGONAOETIP.SMAIILLON OF HUMID DCY>�ppB NR Cµ BECOME TRAPPED BETWEEN STACKED SHEfiS.WATER GN ILSO BE 7PMPED BETWEEN THE STAC(EO SME1'/S WHEN E]OE A TO PLAN.T18 OSCp.ORMpE CMSED BY TFtNWEO Y05R1RE IS sOT IAeuA/iozcaaN AWtpBy Arx IAMp l lq mN uvu g OFIFFT CN1Ep WET SFOFNCE STNN. THE STNN S USt1N1Y SUPERFMML µ0 HAS LfF11.E EFFECT pl THE MP `�� ~ 1� p■`� o Iniva rw�bal slm,Ha It/n OF THE PµEIS AS LgLC AS R 5 NOT PEAEtS-i0 REMAIN ON 1HE P OR SERVICE LIFE 1 1�I6 spy R MVW tl�I/i saKn IH COMACT WITH THE SUPfACE OF THE PµE15 OPFA µ EMENDED PERIOD Cµ SM EVERELYMATTACK �v.sE� (AUccw.Na PoyymF INry,' THEW FINISH µD REDUCE THEIR E}TECTIVE SEFMCE LIFE iHERETORE R S IMPERATNE THAT NL marts,neUi JE.BY(�(tb • iP1HE µEL51 AA ONCE µ6R S'MTOPEIIRFEEAMOROMY,W M� IMF ORDER.IF YOLSRIRE IS PRESENT.DR'Y. 3•0 FIAp¢P WiNienw.W UI 1HAV U/A.FRACE,B POSSIBLE » WHEN lUNWNC TG UNCRATA I I PµCTS,LIFT,RATHER 11W1 BURPoNO Jim EDGES MAYS To E 1W CGTED SURFACEg WHEN SHEETS ARE W.Z.SiJO VER ONE JW�ME ALLOW'Pµ. TO BE WN}(ED ON WWLE ON THE GROUND. ANOTHER,NEVER zpy , Alq PoFA pR Elu z IA srm PWCH µ0 IMPROPER"BOUND OF PANELS IS NEXCUSAELE µD A PRIME CMMPLE OF POOR JOEI xn lun/e�WUKOw '1i" mF iww�w W µ SUPERNSpN. MYW FAId,/y mx CAURON: ROT PµN NiE SLIPPERY.qL OR WAX THAT HAS ImC11Ytl > ev�m,iDil Ip Kao PµF1S FOR PECIgN AONNST WGiMER BETEL USED ON THE ROOF µID WNL JUW WO�A 1�mar SURFACE WN'E DRY µY pl THAT HVT gINC E FRTRE SU'NIXl V&0REO�tlH A SLOPE DEER, FROST a088C OR OMFR HORNS OF MOISTURE GREATLY INCREASE THE SUPPEPoNESS OF TIE PµE1S. PANEL STORAGE NOTES RC95 "�P NOTE: HL NIX NEM SITES SHV1 REQUIRE AAA 5/I B'HIX SOCKET UNL65 NOiFL, BASIC PARTS AND PIECES WC61 ARCRac,E ,WNyS AC DAFETr rnTFs•. oNuAM� � s wMro IMERKM"'LONG'COMPANY SIRQMTLY RECOMYEIIpg THAT r INMUNG ODROOKI S AND ACCIDENT �'�V nrn�^rnnTMH 'M�' PREVENTION PRACTICR BE THE TOP PFBOPoIY aN Nx.qB sFIE 1.Nl µFRS WHERE WSi1C 5 TO BE APPLIED SHOULD BE WIPED CLEAN RAID{A MILD LOCAL L STATE SAFELY�Y NN HFILTH STNLOYmS SHOULD ALBANS RE FOLLOWED TO NELP INSURE GOODASENINC SURFMEp D YPBROVE WGTMUW fRC CHTNC S.APpUoAToN. iHiS WILL mAB CERTAIN ALL EY"I E'S KNOw TIE SAFEST µD MOST pgpgM,lxE WAY OY ERF.CiIIID A 2 THE BLANKET INSULATION MARUFACFURER RECOMMENDS THAT DOUBLE RpED THE BUILDING BE pq'µE M EAIPtQ/EES, STAigHS NN EY6MAl1.Y BE USED TO SECURE THE INSULATON TO T/E EA µFRICAN BUILDINGS GOMPNN' WLY YEERNG$NIgftY.FIRNO SAFCIY PROCEDURES,THE USE OF HMW HATS RUBBER SCE SNDES A'A''L IS NOf RESPONRBIE FOR THE INSTNLATON MAY ATTACHMEM OF THE INSULATION, Fq2 RODi,NOON,PROPER EOgPMIXT T ROES C MMFf6Al µID SAFEry NEFS WHERE PoSRBIE DETNL'B' MOIUONAL ATTMNMENT$(NtlT BY A B C)YAY BE REQUIRED.MLTAfD'CD Rupmn GII~-_C z�-JO'-0'IN ARE PECOYYENDED TAB.PNCRCES. LENCTII S.NL EXPOSED FA$}ENERS SHWLD PENEIMTE TIE SENANT FOR THE MOST WEATHER AMERIOM BUILDINGS COYPNTY IN}ENOS THAT THESE DRAMNGS BE OVERLAPPING RIB 24 GGE(2a h EB CAGE AVNLMLE) IICHi CONNECTION IN WNl MGS WHERE N'PLICMIE INRiW'YTExD µ0.tOYINKRAEp (THIS RIB OYFAI,IPS WON!SOUND JUD,FMENT dk!$ISIDR w(W GOOD D OM PRACTICES,PRECEEgNC PµEL) OUTSIDE MCHRELTVRN, a.TIE M8,RECNRAI PµEL S OESIGNEO FOR wW.MPUGiKWS ONLY µ0 SHOULD ALL SAFETY PRECNJItONS,OSIM y£ETY REgFIREYFNTS,qi AJLY OBiER N+FlRq+PV,1E SAFELY NEVER BE UTIU2ED IN THE ROOF fOR PURPOSES OF PROJIDING A ROOF$tSID/FOR REWWELHEIfiS,CIISLOYARY OR SGMORY.MUST BE AgIEREO Rl.}p RSUFE 44VMUM MVRIQR BUILDINGS, THE INVERTED PoBS INCORPORATED IMO OS DESIGN PRODUCE SNOOTII SAFELY.'SNIDOW LINES µID SEMI-CONCEALED FASTENptS. NTHOUCH 5HEETNO Cµ USUNLY A / REGIN FROM EfIHER END OF TIE BUILDING,MPUCATION OF iHiS PµEI IS DIRECTIONAL IF ql CR OTHER RIPPER!SIJBSNNCES IRE SPRFED ON 1HE ROOF PAELS,WIPE IIIEM QFf EAECTKXI DF THE MGWECNPEX PµFE REOUTA6 THAT THE PROPER DIRECTION OF IR N'PLIGAIION PROPERLY INSTALLEp,TIE W EOC.ES OF TIE NiCH}ECNRN PMQ HAVE MINIMUM IMMEWOEIY}O FREVE1Hf RIPPING OR FNLNC. ._✓ VISIBILiiY. WHIMADPROVIDFS SUPPORT FOR PROPER RESTING OF iNE OrF.RIµPiNG PoB OfERMING LEG INOD ITS l NEAR PNIEI. YW RIOIAD YNMNN A FIRM,SAFE POSITION WHDI USINQ AW 10q, 5.WHEN FlF1D CUFTINC PµELS OR IRIY DO NOT USE MMRVE SAWS OR OTHER GRTNC BEARING RIB TIE INSTNl.ATON OF TIE PµELS SHORAN AT METHODS WHICH PRODUCE TOOT METAL PARTICLES OR BURN 1HE CUT EOCES. THESE YOU SHOULD MMMNN A CONSTANT AWARENESS OF YOUR LOGiN1X W AEUTM TO BEE ROOF EDGE BEMWC PoB (BEARING LEG ChES UNLESS FlE1D CIRLUYS}NK:ES DICTgE OIHERN1�TjN5DLLATON OF PANEISTCW PROCEEDF�TiROM METHOpS NiLL OAMME TIE PNNiED µ0 CN.VALUME FNISH µ0 VOID µY WARPNFDES �USING 70g5 µ0 WCHiNES OR PERfORY1NG Nx OTHER FLINLTION qH TH ROD"AREA. SUPPORT iQ SIOFLAP) ETMER LEFT TO PoCHT OR PoCHi TO LEFT USE pOUBLE CUT SHEARS,NIBDIEflS OR DIRER ClIT11NC DEVICES ARCH W NOT OETuI ♦ m0aw m BZTUI.B. T/E BFIRINC RIB. AS LONG AS iNE OYERLAppINC RIB IS LMPfD QVETL PRODUCE HOi YEFN.PARTICLES pR BURNED EDGES. DO NOT UNOEIt NR pRCJYSFA'LLFS STEP OR WMf 0!1 ON SURFACE p NLY FIBERGLASS SKOK%(T. 6 TOOT iRNfIC 5 NECESSARY OLER SKYUpR,USE WNN B0.YN5 TYT ARE PROPERLY SpM01RFD BY T[BUILDING PORUNS PANEL MARKING AND SIOEIAP DETAILS ARp1RECRIRAI,wNLs WC63 ERECTION NOTES WC91 SAFETY COMMITMENT AC AC MGLITECNML WALLS GE70 AA SCALE: DATE xD. DRANR BY: TON WmAWA �r MR✓. uAeAMa ReYLNTon case®Em eu ARCHITECTURAL WALL PANEL .•RRaaTT''�"'�� ■■11 MODE CY'D. DAti NO. REVISION - 1 REVISED GEOBM ELIDE CE'p. DATE TAG THG 5-BS BA51C ERECTION NO. DE916N APPb 8Y: RE1N0. REVLgLON VIDE Cqb. OATS 1B90iD: II-1-B] DRAWING ASW-7.D I NUMDER ' WNJ.PANEL L�1-27 IA- WALL PANE- WALL F•V"1ENER WALL PANEL WALL PANEL. /12X1 1/4 SOHCW i-0'O.C. BASE GIRT WALL FABfFNER 12X1 1/4 SDHCW WALL FASTENER WALL FASTENER BLIND RIVET •-0'O.C. BASE µGCE F•V'TEIiER(BT OTHERS) 12X1 1/{SDHCW 012X1 1/4 Sp ICW BASE µGCE FASTENER BY /8 Rfv1:7 S B CONCRETE µCHOR(min) •-0'O.C. I O.C. ( tliHFRS) ( S-0 O.C.(mov N1ClIRWECONCRETEANCHOR2-O O.C. 8LIN0 REIE7 ) ENER(BYOTHS-0 O.C.(mm,) I 1 Y± 1(B NNETBABE CHANNEL BUNO RIVET ) (mN)FpEC-1 / 2-0'O.C. 1(E RIVETBASE µOLE 11/2 FPN_ 2-0'O.C. 0 2 �.�"j:::";. _ FPEC- 1 1/2' iPEC-11 1/2GRADE S :.{i FPFV-2 ,'�.�2 ' FPFV-2RADE GRADE J{: ?.:• SECTION AT BASE ANGLE BA02 SECTION AT BASE GIRT ARCNITECNWV.d'LONGSPAN wALls AB BAB3 SECTION AT BASE CHANNEL g4 SECTION AT BASE W GA-2 ) AB BLAB S BASE ANGLE(ENOWALL) CLAMP µD WOW BLOCKING BUILDING STRUCTURAL �IL.A BA-2p BY OTHERS(SUGGESTED) LINE(am UNE)1/4' f D 4' I/t SDIk1Y GeO.C.BASE µGCE(SIDEWALL) } (RTEWING RIB OhIdM%NG PoBHA-20W000 BLOCKING I LONGSPµ Y' 2 Pµa 'MA)OB INS(OVERLAPPING PoB) 1/ry III£ FASTENER ) Pµf1 RAL �RIB OR RIB(OVERLAPPING a-Kilm�Wul . • "'AV+' .tN.t`$;R'C^ SEQUENCE I I PRIOR TO W.W.SHEETING ALIGN WALL GIRLS AS SHOWN IN CE0.T/M D 4' BEARING RIB ERECTION OF LONG SPµ OR µCHITECNRAL WALL PANELS CAN EASRY BE ACWMPUSHED (11P.U.N.) OTSIEAlMING PoB �j11 BY ALIGNING THE CENTER OF THE ad LAPPING RIB OF THE FIRST Pµa WITH THE m ro'_ SRiUCNRN.qt gltT LINE AT THE BUILDING CORNER. SMEETN6 Cµ USUVLY BE d STARTED FROM ETHER END OF THE BUIUXNG µD CONTINUED ETIHER IN THE dPECiN)N In•A Pol[ 6 I, sMaV OF IFFT TO fiCHT Ofl RIdR i0 LEET,AN$rytlWN. HOMEVFA BY APPLYING THE SHE1:T5 TOWMD THE IRECDON OF RIB PREVNUNG NEW,THE OVERLAP LINE AT THE SIDEUP OF WALL FASTENER ARCHITECIRAL EVERY Pµa WILL BE LESS NSIDIE TALE SAME PRINgFIE CW BE APPI/ED WHERE �12X1 1/4 SDIICN PANEL ��•VO • S mrs a •PR^A HFAW PREVNLING WINOS OCCUR BY PLACING THE TAPPED EDGE ON THE tEEWµD SIOE 1-0'O C H 4 �1I vbnn Ika�m (DOWNWµD sIDE)OF R{E PµEL RIB. WANNER BASE ANGLE I P B IS REGOMMERDEO THAT A SMALL WEDCE/SpACER BE PLACED UNDER THE PµE{.AT THE xALWi'� N 40 N0f°iq BASE µGCE APPLY THE WALL Pµ0-OJER THE INSULATION µD INSTALL WALL FASfENE'AB RISUUTI011(BY OTHERS)IF REWIRED,SHOULD BE INSTALLED PRIOR TO THE PANEL INSTALLATION HBO-1 AT ALL STANLICIURN.WALL MEMBERS BEGINNING WITH TIE TOP MOST ATTACHMENT µD µD CONpNVEO IN THE SAME WANNER AS SHEETING PROCABBSES ALONG THE WALL, PROCEEbINC DOWNWARD(SEE SUGGESTED NUMERMIL MSTEN SEWENCE). REMOVE THE INSTALL TIE FIRST WALL PµE1 AT TIE BLINDING CORNER µ0 ALIGN THE PµEL RIB WITH THE WEOGE(SPACEft STORE ATTACHING PANEL AT BASE µCIE N(R ERECT P•,fl ATT_N(vAT a T:f•Tk WO TO T!H OF F P TU P BUILDING STRUCTURAL OR GUE LINE AS SNOW'N.USE A LEVEL OR=SIT µD PLUMB THE PANEL I' BLANKET INSUTAigN RO TFS I I f ug FASTEN THE PANEL TT THE STWMML MEMBERS AS SHOWN STV 0 AT UPPER MOST ATTACHMEM (BY OTHERS) WORKING DOWN.IT IS EXTIEMELY IMPORTµT TMT THE FIRST WALL PANE1 BE INSTALLED PLUMB. T I[EXiRfuETV IupORFAm__TtAT THF FlR�r WMI P µFl.of IH�VAiIm pIVMR USE A INSTALL THE NEXT PANEL BT SIOSAPPING THE RIB WTH TIE FIRST PµEt(AS SNOATH).CHECK FOR BASE ANGLE DETAIL BAO1 9 AACHTECNWi.PANEL SHOWN SPIPoT LEVEL Ofl A 1RWSR ON EACH PANE. PLUMBNESS µD FASTEN THIS PANEL IN THE SAME WANNER AS THE FIRST M CONTINUE TO SNEE LONG SPAN PANE-SIMILAR INSTALLATION OF RRST WALL PANEL '�ML THIS P.D.art PANELS AT DDDIs•WNp",LGAEHS AAo oTlm WALL pFDGiGS As O.-- AB 6 WC64 7 WALL PANEL INSTALLATION 1VC12 LONG SPµ OR ARCHITECTURAL WALLSAB µCHTIFFNRII µD LONGSPµ WALLS � THINGS TO RFMEMRFR WALL FASTENER WALL FASTENER 1.THINK SUETY. SEE NOTE 2) SEE NOTE 1 2.CARE FOR PµELS IN ACCORDANCE 14 SOHCW STITCH (/T.1Y2PX1 T/{SOHI.tY WOO ERECTION GUIDE. •-0'O.C.VEFIICAELY O.C. O.ALIGN dRT. EAVE STRUT GU SEAL 4.PLUMB FIRST µD EVERY PµEL I ARCHITECTURAL PANEL SAVE TRIAL S.CHECK COVERAGE ON EVERT PANEL I E.FOLLOW SCREW ATTACHMENT SEQUENCE,- TRAILING TO LEADING. I qRT EAVE SRM, TOP TO BOTTOM. 7.DO NOT EXCEED INSULATION THICKNESS (E'MAX).. DLTN�'p' B.DO NCT PATCHET'OR OVERRGHTEN WALL PANEL SCREWS.THIS WILL CAUSE'DIMPLING. I•-0' 9.USE THE RIB OF THE ARCHITECTURAL PANEL 1-O' OUTSIDE CLOSURE / TO µPET PRESSURE WHEN INSVli1NG. L/ (SEE EXAMPLE)DO NOT DISTORT PANEL MT$. ppLAND RIVET 10.DD NOT USE ABRASIVE SAWS OR OTHER (3;EQ'D PFR CUTTING TOOLS w cH PBODUCE NOT METAL LAP PARTICLES OR BURNED EDGES. I B PNEf THESE METHODS WILL DAMAGE THE NOTE / . PAINTED µD CALVAWME FINISH µD WILL VOID I.WALL FASTENERS REWIRED AT 51,BWALL ANY WARRANTIES.USE DOUBLE CUT SHEMS, DETAIL'A' µ0 ENOWAII GIRT$BASE ANGLE,CAW NIBBLERS OR OTHER CUTTING DEVICES WHICH STRUT µD GABLE MOLL FASTENER LAYOUT SHOWN ALSO MMES PDB LINER µD PARTITION ARCHITECTURAL PANEL 00 NOT PRODUCE NOT METH.PARTIgtS OR PANELS. BURNED EDGES. 2.Pµ' STITCH FASTENERS AS SFIOWN REO'D. ONLY MA Pµq SIDELAPS OR AT iLASNING PANEL INSTALLATION NOTES LAPS AND FTASHIN.TO PANEL wNxEGrwNs GE04 FASTENER LAYOUT . ARCHITECTURAL W'ul PAHEts AC ARCHRECNPAL WALLS WCOS OUT. CLOSURE INSTALLATION AT EAVE EA37 AC AACHRECNPAL WALLS AC SCALE: DATE DRAIN BX: TON ARCHITECTURAL WALL PANEL CHIMMUM, Y. DRAWING 1 TENSED WC84µ ADDED CE0 } 4AC TAC TNG 5-98 D�b 1n:� 12-1-9T Al—• BASIC ERECTION _ R.NrOn..un anngoiRV1910x WDE CE'D. DATE N0. REVISION I0VN0. MADE C['D. DATE N0. RBVLSTOx MADE Ore. DARE NUMBER SW-2.0 i EAVE SDNN WALL.FASTENER(IYP.) am f)O�CADNG FAVE FLASHING w� RAKE MSNING �+Nr.Arc. UPPER PANEL iRt-15.2 ME CLOSURE FLASHING FEC-• CM FLASHING (SEE NOTESE 2)2) RCP-i FN(E fIASHINC GIRT IRI-19.2 OUTSIDE CLOSURE OUTSIDE CLOSURE NSEE SECTION AT EAVE) (SEE ENOWALL RAKE DEALS) WN1 iA51ENERs M2-0 MS-0 14 511TCH- -- - RN(E SUPPORT MSHJNG NO1C RSF-I EAVE SUPPORT '-0'O.C.ALONG RAXE SUPPORT 1. OUTSIDE CLosuRE FLASHING REOUIRED FOR E.OG. WNl FASiENET FSE-1 WA1 F Eft SLOPES 1 1/2:12 OR !1A S11TCH (WE NOTE 5) �T2X7 1 4 SONCW LESS . i'-0'O.C. CABLE ANGLE 2. CAP FLASHING REV BLOC tEO$) GA-• FOR BIDC,sLOPES roE aOsuRE (( GREATER THAN1 1/2:12. SEE NOTE 1) LOWER PANEL, fNOMNl PANEL WALL FASTENER /120'%l O1/4 SDI" 1 .C. WALL PANEL ENDLAP WCO6 PANEL CLOSURE DETAIL AT RAKE RAO) ARCHITECTURAL LOHMAN OR MULL-RIB WALLS AB ANCNHECTURN.LONGSPAN OR MULTI-RIB WALLS AB y/iA410FBAST�E (m.) PANEL SIOFIM *ALL iASSEN0 R4 LAPP,m THE PANELS 1'OR 2'IS ROUTINELY DONE TO MATCH PANEL COVEMGE WOH THE /112X1 1/4 SOHCW BUILDING WIDTH AND LENCTH.ON THE SIDEWNL THIS M DONE WDH THE EAST PANEL INSTALLED. 7'-0'O.C. DN THE ENOMAL THIS IS DONE AT THE ROSE AND Will.RE MARKED ON THE ERECTION DRAWINGS. --- Po NMNRECNML PANEL GIRT LINE OR STRUCTURAL LINE WALL FASTENER ANpE 20 12X1 1/4 SCHCW '-o'oc. GENER?L NOTES; • WNL FASTENER II 1.CROWD OR STRETCH PANEls SIIGHRY AS 3�OS D.C.YEASIC4IY 00 NEC'EssAor TO MNMNN 3'-0'cONERAGE PER 00 PANEL. NTCxffECSUPAI PANEL 2 MELS RUILDINGMFRAME UST BE INSTALLED SQUARE WARN 3.PANEL SIOELPs SDCHED 2'-0'ON CENTER WRN N01E /14 WALL FASTENERS. ENOWAL PANELS(SIIOAN) 4.USE TOUCH UP PANT WITH AH ANRST TYPE SIOEWAES SIMIWR BRUSH.DO NOT USE AEROSOL TYPE PANT CORNER FLASHING BLMO RNET FOR TWCH UP. fCRA2-IENGM (0 REO'D PER5.gRls ME TO BE BLOL%ED 10 MNMNN VFNfMJ1 Eil/AB HIM RISE ANGLE CORNEA GIRT FIANCES.FNLURE TO MNMNN VERGGAL GMAT CORNER FLASHING FBC-1 FLANGES WILL CAUSE GMPUNG OF PANELS AT FCRA-LENwH - SCREW LOCATIONS. PANEL BACKLAPPING WC75 CORNER TRIM DETAIL OUTSIDE WC2) TYPICAL CORNER DETAIL AT PANELS WC20 ARCHITECTURAL DR LOHMAN WALLS AB ARCHNECIURN.WAILS AC NRCHIIECRIRK WNI<FASTENER AND AC nMe Mo nls K invim N ER NFANSS,(BY OTHERS) ww K 1WWm N wRNval�W"°A�� MAY BE USED TO ATTACH LJ�4W OSNCINSULATION(BEFOREEAVE CLOSURE TENER ' Nam' MSRlLATION ROOF PANEL nAs NG IS ATTACHED) NOTE:NEN . SOHCW TOLD IN UTATION RADR ONTO . (BY OMERS) FIMF FOR COMPRESSIONBETWEEN EAVE STRUT AND RA.PANEL ROO'PNRL IT MUST TROT BE IN EXPOSED TO THE WTATNER. CW S TITC]NER M INSULATION AND (BY OTHERS) CW SRTgi TURN WNri BACI(.INSUUiON E'VE CLOSURE FLASHING.C.VERSMALLY FC-•MUT NOTBE EXPOSEDTOWEATHER. WAL PANELMAJOR RI8 OF FLEDER FLASHING(OIiRREO�VIRm)� -LEACHDOUBLE 90E0 TAPE(BYOTHERS))TOBEUSEDTOSECURE INSULAhBIJND RwET ..(�I0}�R�EO'D PER .• EAVE SU�/c RNET�) HICBASE ANGLETAME STRUT __ ---�-- OR TRIM INSLATION AND -- FLASHING TURN NNYL BACK.INSUU110N . NOTE: MUST NOT BE EXPOSED TO WEATHER. FIELD TRIM T CORN AS REQUIRED AT OOIONfA RT DUE OR INTERSECTION. STRUCTURAL NNE CORNER TRIM DETAIL INSIDE WC261 SUGGESTED INSULATION DETAIL AT WALL PANEL BASE IN02 SUGGESTED INSULATION ATTACHMENTS AT EAVE IN01 .: ARCIIDECTURAL WAWiS 1 1 1 1 1 1 AC AA AA SCAIB: DATE Dtnm BY TTm ARCHITECTURAL WALL PANEL i0�� MAW1114 cam®TEv BL.i BASIC ERECTION 1 UNNERSAL WE.EAVE TRIM REASIO S TOO BU 11-10 NEON APPT or. DRAWMG �'110• N0. ttA610N I MADE I CCD.I 01Ts I NOA RBTf9TON YADt I CT'D.I DATE I N0. AEVtl10N YAllt Ct'D. DATt tR90m: 12-i-9] R()ygER : ASW-3.0 1 YM9M N9. 19 I I. Tou ALUW 4dSiUPE TO OflNN.WOOp BLOCKING PLACED BETWEEN PMEI BUNDES WTLL PROVTOE MOMOWL NR CIRCULATION.COVER THE STACKm BUNDLES WITH A TARP OR PLASMIC CDA'.R LEADNG ENOUGH S PURUNS Mr Y 2 a 8 I 1 OPENING AT THE BOTTOM FOR AIR TO ORCUUIE 2'-1WOO)BLOCKING T a�i Wp wrpsio wfaa I RIGID FRAME 2'NOTCH 2'HOTCN , RIGID FRWE PURUN SPACING ' Wu�ia N[r�x t�v0 uMm PURUN SPACING+2' L ONOSPAN PANELS Oa.W«aBKi m WIMP]Wo N6t SNPNGIIT PURUNS ME A NECESSITY.ZEE SEGHONS HAVE A MMRAL TENDENCY TO POLL L O Y ~ INTOOF PONE AND DETECT HORIZONTALLY.THIS BUST BE CORRECTED BY FORCING THE PURUNS TYPICAL CONSTRUCTION Of THE WOOD BLOCKING IS SHOWN ABOVE A 2%!YINIMVY BDFRD ACC PROPER PW1E AND SPACING,W000 BLOCKING IS flECdAMENDED AS ONE ANTACID TO SIZE SHOULD BE USED. REEK TO THE CROSS SECTION FRANNG ONAWIRM THAT AGCOYPMDD \ TARP OR PEEN B COVER ACCOMPLISH 1HI5. THE BUILDING TO DETERMINE THE PURUN SIZE AND SPACINGS. SPACERS BETWEEN BUNDLES BEFORE SHEFINGIINC BEONS IN ANY BAY,PLIN MeACE BLOCKING IN THATHE SAYT DAY ACROSS THE FULL NiDEN OF PRILIVRY FRAYING IPI.UYB AND SOU AE IN R BESTTOP6ULT5,RRSORECWF ORMEIpEDWALLS I TO TINT AAVE THE THE SUIPANSR ADOTIIONK POYIS gLGCKNC NEEDED TCENTER IWNTNN SIPNp(T SHOULD PIIURLLOITIS,WAN1gHNGUhIE PUSE URUN BLOW ABOVE GflWNO DE USED WHEN ERECIINC THE STgUCNlW.S1EO.. TO ROTATE OR SWEEP OUT OF PLANE COULD PREVENT THE ROOF PANEL FROM PROPERLY ME DOWN ATTACHING TO THE PURUNS AND HAS THE EFFECT OF LOWERING THE LOAD REMIND CAPAM OF THESE ROLLED PURUNS LEADING TD POTEMNL PURUN FAILURE UNDER MA%TYUM DESIGN LOADS. PANEL STORAGE RBBi AA BUILDING ALIGNMENT tWESPM AA PURUN BLOCKING GE02 AA AMERICAN ROOF AND WALL PANELS ROOF PANEL VIRDU ROOF FASIENFAS SPECIAL CONDITION FASTENERS MEPoCAN S RODE AND WALL PANE/5 INCLUDING COATI CGIID.ALUMINUM C M. C GALVANIZED, SPREADER BM PROADE IXCElENT SEANCE UNDER WIO1Y VARIED CONOIIW3.ALL UNLOVING ANO ERECTION ( ''ATE OVER RIGID fFVAE) PERSONNEL SHWID ALLY UNDERSTAND TINT THESE PANES ARE QNNDY MERCIVNdSE WHICH I S �j�j y M A 12 UN BOUT CAITIIWS CARE IN HA SHOULD . `t T�I T, d F ITa IWn Y�,4�.,'BE OF NO CIflO)YGANCE$SNOUID PANELS BE HANDLED ROUGHLY.PACKAGES d•SHEER SHOULD do�L' xNGM OUW of uvm --- _ //-)' AW W ny/Itt1 1/A aop LLVM In Flttl H/A aoM AWWt Ka Iittl I/A aI BE UF1ID OFF THE TRUCK WITH E%TNENE CANE TN(EN 10 INSURE THAT NO NAAGE OCCURS TO WAW Aw�m AW Tra umq ----- _ )"� Aro ru¢W Aw a_Fpemw_I�AN uM�GROUND OF THE SHEER OR TO 510E Po A THE PACKAGES SHOULD 8E STORM OFF ME GROUND WY�p�a�4�, p ttW T� �OUW�ttO buwm ' SUFMGIENRY HWH ENGUCN TO ALLOW Nq ORCUUIIEIN UNDERNGIN THE PACKAGES.DAIS AVOIDS GWND YOISNRE AH DETER$PEOPLE FpOY WNXINC W THE PACKM.ES.ONF ENO OF THE PACKAGE A GIWLD KWAYS BE ELEVATED ABOrE THE LOWER ENO t0 FNCWRACE ORIINM,E IM CASE OF RAN. DETAIL'A' . y�� Ipya 4o WukN-m Wam,-,Twim Ima olAr.ALL METAL PAELS ARE SUBJECT TO SOME DEGREE TO LOCND2ED OFSCOLONTW OR STAIN WHEN RIGID FTNYE PURUNS " WATER 5 1RMPE0 BETWEEN TIER CLOSELY FifTED SURFACES.MLERIGW EXEROS6 E%IRFAE BLOCKING CufTON OIflNG FMRIGTNC ANO SHIPPING OPEgATI0N5 1n NSUflE TINT ALL PANEL STOCK IS PACK AGE GG PREVENT PURUNS ,1. Iw AittH I/i aosnA NFPT DRY.IW'WEVFR.WE TO WYMC CONDI'110NS WAiFA FORI/ED BY CWOENSATON OF HUMID FROM ROLLING OVER ��,�� AnOWAI pyttp ra xcW Wulm � TVa Icv ��NR CM BECOME IAAPPED BETWEEN STAd(ED SHEENS.WATER CM ALSO BE 1RAPPEp BETWEEN TIE UNDFA WEIGHT OF YwI T.M. IIT� W umn.�gTam%AS Ia w STMXED SNEER WHEN E%FDSED 70 AWN.THIS D6WLDRATW CWSED BY 11NPP07 MOISTURE R .PACINGE) ,Yo Ic WA AWM1 0THE CN1IS S Y STPI STAIN. ffiF�A AAOT•I AY r not THE STAIN IS USUALLY SUPEHFICVL ANO INS LITRE EFFECT W THE APPFARANG CR 5ERNCE LIFE PURUN .wat M.nApT O THE PAPER M E SURFACE FA R IS ME PANELS D TD REMAIN W THE PANELS.11pWE�,R,YOISRIHE I as ro 9I¢> CDr�Ya¢ NTTm AIu I. Isawm o Gc�.pBK h IN CONTACT WTN THE SURFACE OF INF PANES OVOi AN EJf ON T E PAN S'SEVERELY AITNCI( � !T/'nNaF 4�aU4 NOR FINISH AND REDUCE TIRO EFFECTNE SERNCE LIFE THEREFORE R IS IM(+E/NiNE TNT NL RAFTER LIP AIttI In TPAIIF PMOS BE INSPECTED FLAN MOSRME UPON RECOPT O'TiE ORDER.F YOSNRE 6 PREFER,DRY O'A NA� 4t r PANES AT ONCE MD STORE IN A CITY.WARY PUCE N POSSIBLE TO FACII.TATE THE HANDLING O THE ROOF PANELS.PANEL BUNDLES GW BE LIFTED 1°9T%'� 4ior-mnTn nova 4ay. T /„ '/♦• WHEN WNOJNG OR UNLMTNG THE PANES.IIFi,RATTER TNN SUOE,TipA MART.BURRING PREVEM THETHE PURl11E6OMIFR0NC00VOt q00 MOFTASIEJOE 9UNOLED PµF15 ALONG ROOF MIBCELMEOUS FASTENERS WW EDGES MAY SCMIUN TIE OI SURFACES MNEN SHEER AAE SLID DYER ONE ANOTRER.NEVER FRVIING. WTIEN UFTINC BUNOFD SRIEETS,YME CERTAIN TINT TiE BUNGLE 5 AGONTE.Y ALLOW PM."'TO 8E WAXED GN WALE GN TIE ORO1N0. SUPPORTED. PANELS LE55 IFNN 20'IN LENGTH CAN NORMNLY BE UFiED WITH A fORKUFf: I^' 9E9f1� ➢iSCe[➢w D.VAnO EW[i TnH Twu y Ixas MnAaq % RdICH AND IMPRd+EN HANDLING OF PANES IN INIXCUSABIE AND A PRIME E%MPLE OF POOR JW IHO'AtVER WHEN URING PANELS IN IXCE55 OF 20'R d RECOYMFNTTD TNT A SPPE/iOER I' YNx Ian i/1 Ira.T YV4 Ky WN-I Ala K I I/a BM AND SLANGS BE lISEO. M A RULE WNEI LIETNC,NO MORE TNN 1/3 17F TBE tENCTH .UµI. !aa vwNo cww flay xp wv CATION: PANELS ME SURREAL dl OR WA%TNT IIM BEEN USED W ME ROOF MD WALL O TIE PANEL SNW ID BE IfFT UNSUPPORTED. axvuYR m aonA FYYbIio%IOFtip i1H W PANES i0P PROTECTION AONNST WEATHER DAMAGE WILL MANE TIEY A VERf SLIPPERY WINKING REFER TO ERECTION ONWINCS TOR TiE ROOF PANEL MARKINGS AND STAGE d SURFACE WIPE DRY MY OL TNT HAS PUpOEp TROY BUNDLES GOflEp ON A SLOPE DEW,FROST BUNDLES ACCORONGY. MIS WILL MN1M12E PANEL ENNDUNG AND SPED)T1E ERECIIW � OR OTTER EONS OF M0151URE GRGT.Y INCREASE TIE SUPPERWESS O'TIE PANELS. PROCEDURE. ro rww � " ) U%A•xd IiAo ea`kRa�)PANEL STORAGE NOTES RC95 PANEL STORAGE ON ROOF JnW.yeeB.�y.Tauva MOTE ALL HEX HEN)SIZES SMALL REQUIRE A 5/18•HEX SOCKET UNLESS HOED. AA RC54 BASIC PARTS AND PIECES FRC611 AA IWCSPAN ROOF (A SBEES[.NOffS: Dom o ar t NIERIC/N BUILDINGS COMPANY STRONGLY RECd1YENM TNT SITE WORKING CONDITIONS,NC AQAfM EBECDOU.J)D�: PRV490 N PPKbCES BE THE ICI PRIORITY OR ANY JOB 517E nN N�Att fAM1O1p6 P LpDAL STATE AND FEDERAL SAFETY AND HEALTH STANKI BROAD K1NYS BE FOLLOWED YET HELP 1.ALL MEWS WNEAE AIASTC IS TO BE APPLIED SHOULD 8E WIPED CLEAN WRAF A MILD WOPoDR SMER. DEERGEM OR AN NL PURPoSE CLEMM BEFORE MASTIC APPLICATION. THIS WILL MANE EMPLOYEES KIIOW ME SANEST AND HOSTPRODUCTIVEWAY OF ER ECIWG A INS A GOOD SEWING SURFACE AND IMPROVE WGTiEA IIGFITNE55. BUILDING,DAP(E)4CY TELPIKINE NO BERS,LOCATIONS O FIRST ND STATIONS N1D EYERCTNEY 2.ME BLWKEF INSUUTW MANUFACIIJRM RECOMMENDS THAT DOUBLE SIDED TAPE PROCEDURES SHOULD BE KNOWN TO ALL EYRDYEFS. IS USED S SECURE THE THE IKIW TO THE CAVE MERMAN BUILDINGS COMPANY DAILY MEETINGS HMHId1ING SIfEY NKICEWIIFS 1FM m O NAIID INR RUBBEIf SOE 9q6 IS NOT RESPONSIBLE FOR ME BY AB ATON MB ATTACHMEDR OF THE NSULAMOM FOR ROOF WVPo(,PROPM EOIPYEIIT FOR HMIOLkIG YATERIIL AND SAFETY{HER WIWIR PoSSBS OEWL A' ADpIiIONK ATTNMINENR(NOT BY ABC)WY BE REWIRED.DETAIL'B' FYAYPIE ;Sp,O NS ICAOREC BUILDINGS E CONTRARY INTENDSS. JO'-0'IN LENCTI J.ALL E %EGO FMTENFNS SHOULD MEDIATE TIE SEALANT FOR TIE MOST MEPoCNI BUA.ONGS dMMANY INTENDS THAT 1116E DRIWING$8E YgFADPo.Im NA N%WN61EAm I nNCSP PANEL 24 GAGE(24 h 20 GAGE AVAUBLE) WEATHOt TCHT CONNECTION IN ROOF AND WAIL AREAS WHERE APPLICABLE. YAM SOUND NMGYIENT CONSISTENT MN UDOD SAFETY PRACTICES. 4.WHEN FIELD CUTTING PANES OR TRIM W NOT USE ABP/SIVE SAWS Ofl OTTER ALL SHEET PRECAUTIONS,OSHA SAFETY REWREIEIM Of NR OTHER APPROPRIA E SUETY LANGSPAN CURING METgOE WHICH PRO)LICE HOT METAL PARTICLES W BURN THE CUT EDGES. RCWIREMEMI.CUSTOMARY OR STATUTORY.MUST BE ADHERED TO TO INSURE MA1dRN WORM MTRLMNHG PoB OETSIOE�\ �- THESE ON THE ROOF P SUFMS METHODS WILL OA AABE THE PANTED AND GALVNUME FRESH AND VOD ANY SAFETY.'WHICHARRA S. USE DOUBLE CUT SHEARS.HIRE.OR OTHER GYRI OENCES OIL OR SUPPER,SUBSTNkES ME SFYUED MO5,'APE iHE11 OFFPPECFFONC PANEL) —"�� WHICH DO NOT NO IF PRODUCE HOT METAL PMTCLLS OR BURNED EEICES. MURANTE.Y M PREVENT'SUPWR OR FN1N0 ERECIIW Of TEE LO—M PANEL REQUIRES THAT THE PROPER DIRECDON OF ITS APPUGi1(YI YOU SHOULD MAINTAIN A FNIE SAFE POSITION WHEN USING ANY TOOL BE MADE THE OESIGM aF TIE PANE?INCONPOINIES A BEARING LEG INTO ITS LEADING EDGE YW SLKW.0 TNRITNH A CONSTANT MADNESS O YOUR IDG110N IN RELATION TO THE ROOT EDGE PRONDES SUPPORT FOR PROPER NESTING OF TIE OVEN_W PoB OF TIE NEAP PANEL W/lEll IiBBIC LOOS Nq MACHINES dt PFPo'ORYNC NR OTHFIR FUNCTION ON THE POOR AREA.BEMNC PoB BEARING Po8 THE INSOLUTW OF TIE PANES ESHDWM AT LEFT)PROCEEDS FROM LEFT TO PoCM.NOWEVEi,UNLESS FIELD ORCUMSTMCES OK:T TE OTHERWISE INSTNUTIOE OF PANES GN PROCEID F1ROY 00 IMT UNDER ANf DRCO/SOANCES STEP OR WAD%ON THE SURFACE OF ANY FIBEAgASS SKYUGHL (BEATING LEG CAFES ETHER IFiT TO PodR OR PoOR TO LEFT AS LONG M TIE OVERLAPPING fl18 G LAPPED OVFIR F COOT iPAPFIO K NECESSARY OVER 5KrilMR,USE YWJI BOARDS TNT ARE PRdTA.Y SUPPORTED SUPPORT TD SOCLAP) HE BEARING PoB. IF THE TEAMIM.S NECES OTNI •A' DETd�$ , aIBFl.P�r PANEL MARKING AND SIDELAP DETAILS RC63 ERECTION NOTES RC91 88 LONcsPAN SAFETY COMMITMENT GE70 DNGSPAN I AA BA SCALE: DATE DRAWN BY: TTM+ LONGSPAN ROOF PANEL GBJIC®e- BASIC ERECTION NO. BBYLSION OBSIGH APP D BY: DRAWING 0Y.N0. WD C['D. QtlE N0. DBVL430N WDB CCD. OAT[ N0. - FOREST.) MADE ATR D190ID: 12-1-97 NUMBER LSR-1.0 O ME LONGSPAN ROOF PANELS HAVE BEEN DESIGNED SO THAT DOM SIDES OF A GABLED BUILDING OX,mO OIOAn r tWAWm W INSULATION NOTE. 1 1/2' INSIDE CLOSURE �> a A CAN BE SHEETED SIMULTANEOUSLY. IF THE ROOF OF THE BUILDING IS MTMETICAL ABOUT ME (INSULATION OTHERS) BACK A ON IS TO M- FOLDED APE MASTIC ASP-I HACK AT WE PAVE-00 NOT CONTINUOUS TOP k RIDGE TIE SHEETING CAN BEGIN ATE E ILDING I. INGLEYER,IF THE SCALDING K NOT � � ALOI INSULATION TO BE ryDERNFAM CLOSURE) INSULATION SYYMEIPoCN.ABOUT ME RIDGE(M IF THE BUILDING 6 SINGLE SLOPED TROY THE EASE TO EASE, EXPOSED TO THE WUMER. 1/2 M (BY OTTERS) ROOF FASTENER LONGSPAN PANEL THE SHEETING MUST BEGIN AT ME ENDWAL INDICATED ON THE BUILDING ERECTION OMWiNCS. TT ( CONTINUOUS HANG EASE SUPPORT FLASHING OEfNL T V.TOIfT ypLy.,,yL TT102 TM pABURE) /� i5E-I JL2X1 1/4 INSIDE CLOSURE'" SAVE CLSISIIRE FLASHING -,,,� (7TOpTA0pPPpE M*SpTpIC��}^.� �. LAVE PANELS LSP-I FEC-• 1/2CiA URE)- ",- INSIDE CLOSURE SNEEZING DIRECTION INTERMEDIATE PANELS APE YASZIC COISFTUIp0005 UNDERNUM 1 2 TM - ....�.. /W/IC 51RCN� SZRVCRIHN,.FASTENER FSE SUPPORT ELASNNG RIDGE PANELS "'1 7'-0.O.C. I12%t 1/4 SENN FACE CLOSURE FLASHING OF RIDGE --EASE SUPPORT 1'-0.O.c, do-, ENpWNt EEAV CLOSURE FLASHING W FLA III �EAVE SMUT ER WAIL FASTENER f PoOCE PANELS WALL PANEL WALL t oA%{NSDNCW f12V 1O.C7/1 SDHCW 18EZV%URA�F W ER WH. PANEL �'-0'O.C. INTERMEDIATE PANELS AR WALL PANEL OUTSIDE CLOSURE BLAND NET 1 6/16' PAVE SW 1(8""V FLASHING GIMILAR 2-0'O.CEN OS . EAVE PANELS WALL FASTENER PRIOR TO THE I NSTALATION OF TIE FIRST ROOF PANEL ME SIDEYNAL AND ENDNILL SHEETING PSJI-LLTMGZN �14 STITCH SHOULD 117 BEEN COMPLETED AND ME ROOF INSULATION STARTED.START A UNE OF '-0'O.C. LEAVE THE PA•EREB BACKING ON THE TAPE�OND M AND E IW OF THE CLOSURETOP OF CLOSURE AUNTIL ME ROOF SIDEWNl LAVE SMUT PANEL IS READY TO BE SECURED. DIRECTION OF ROOF PANEL ERECTION ouTsloE CLOSURE MASTIC AND INSULATION APPLICATION AT EASE IIDIE:�x u»n Nµct cwc amu Is xnxlm M D IC Aq M LWf TOT. RC64 LONGSPAN ROOFS BA LONGSPAN RaoFs EA26 SECTION OF EASE EA04 BA LONGSPAN ROOF/OPEN SIDEWNL I BF LONGSPAN PANEL ROOF FASTENER(....) ROOF FASTENER".) 0HT MASTIC PIUI 1/1 i12X1 1/4 NOTE:REVIEW EASE TRIM DETAILS [g==SIN .� PAN 9 NC NLIWS 1/2'TM IONCSPNI PANEL SCTUP2ANCLE CUP IF FLANGE HACK CUTIEN IS TO 8E I/2 M DEIMS) ROOF FASTFINER(IYP.) WE RSA-1 NMdE )I/T lUSED Al1ARpN OF M MASTIC.OPTION CHANGR gyp„ 'pW i Ft/4ETNFA /12%1 1/4 INSULATION E i �c PNNd WKKt q0 BEARING (w OZHFAS) h' INSULATION (BFABNO M) 7 1/Y axnr (BY OTHERS) LONGSPAN PANEL /7 LONGSPAN PANEL F%1MSON RAKE SUPPORT ANGLE EAK SUPPORT �-1 FLASHING PURUN FSE-1 INSIDE CLOSURE 5P-1 "UP UPER PL.IRUN LOCATION ENIhYAl RATER CABLE ANGLE UN 5 SAVE Cmm FIAuHING CL-21 (iYP) THE FIRST RUN OF PANELS 6 NOW READY TO INSTALlEO.BEGIN WITH THE LAVE PANEL INSO11 ��F1 FASTENER FEC-• ME FIRST EAVE PANEL WDH ME CENTER ME OF ME OVERLAPPING RIB EVEN WITH ME END OF EFVE CLOSURE FIASNING 1/2 MASS/ TN'E MASTIC(COYDNWS TOP PURUN ME PURUNS.UNLESS NOTED DFFERENRY ON ME BUILDING ERECTION DRAWINGS.EXRND ME LONER AND UNNODERNFAM WSu END O'PAST ME (A SKIING UNE EXTENDED OUT FROM THE EAVE STRUT FEC-• PAVE CLOSURE FlASHkIG WILL HELP KEEP ME UNE STRN UFT THE LOWER ENO OF THE PANEL ENOUGH TO REMOVE THE PAVE SUPPORT 1/2 TM -� PAPER HACKING FROM APPROXIMATELY J FEET OF THE MASTIC ALONG ME TOP OF ME INSIDE FLASHING YASIIC LOG110N AT THE EASE 6 CRITICAL TO INSURE A CLOSURE AT ME FAVE PUSH DOWNWARD ON ME PANEL AT ME MASTIC LOCATION TO INSURE ME NOT::INSIDE CLOSURES FBE-i OUTSIDE CNDSURE WEATHEfl TIGHT SEAL ME AW M RASCAL MOST SUE A O'l CABLE ANGLE YASIO.CLOSURE AND PANEL NNZEflE TO EACH OTHER AND FASTEN ME PANEL'ARM ROOF DIRTIED FOR CLWTY. DOWN FROM TIE TOP OI TIE RIB TO THE LNISM pM NOTE: GA- FASZENEAS AS SHOWN. EAVE STRUT THE EASE CLOEAVESURE ME MASTIC E%TENSN011 YIRT SPlItE �F0 LSP-I uvE STRUT SAVE swPorT FIRST PANEL INSTALLATION EA26 EAVE MASTIC DETAIL AT PANEL SIDELA.to TH P snc. FiASFIINC LONGSPAN ROOFS RBA) csvAN ERI.NSTALlATION AT SAVE STRUT EA29 FSE-1 BA LONGSPAN flOOF� Note FOLD INSULATION HVYT IT WD INSULATION BACK,R RODE FASTENER ROOF, tfI FASTENER ROOF PANEL MUST NOT BE EXI'OSEL)M ROOF FASTENER UNICSPAN PANEL MUST NOT BE EXPOSED TO /4 5OC} �'-0'O.C. SEE DETAIL A' -- ME WFAT/ER. IiTXt 1/4 �'-8'O.C. —OR RIB ] 4 ] {kj-, ] 2 ROOF FASTENER LONGSPAN PANEL ME WEATHER. il2%i I/4 M!Omrw nocO,WN TAREDNYL�J6i� —IN AP l BO�OY TAPE �W"'�C N¢CLOSURE EAVE SUPPORT FLASHING Tti1» FR I OOSUflE INSIDE IXOSURE LSP-1 SEE DETNL A'(BELOW') 1/1 M LSR-1 BLIND RNET Tg_f PAYE SUPPORT'FVSIi1NC (4 PER SHCF'-8) PAVE CLOSURE FLASHING FSE-1 ;/a RhET ROOF FASTENER FASTENER LAYOUT AT EAVE ENDLAPS DIE FEC-' 14 STITCH 1 2 TY 4 LOCALE 0-6'O.C.FOR FIRST FORMED RIDGE AND INTERMEDIATE PURUNS EAVE CLOSURE FLASHING �'-8'D.C.4 S-0'FROM LAVE FOR ICE AND WNL FASTENER 'EC-. SNOW CENCI,"" R12 X 1 I/{SpHCW EASE SIRVT WNL FASTENER ( � ROOF FASTFND2 14 SIROf IO O.C. INSUUIKIN 1{SPHCW STZCH WSVUTON nFTAx A' 1 2 M (1'-8'O.C.O P EL SIDElAPS U.N.) (BY OMENS) -4'O.C. (BY OTHERS) (TIP.AT SIDELAPS) / LONGSPAN PANG WALL FASTENER STRUCTURAL FASTENER I PANEL CM FLASHING POO�F"FR HOOF FASZEHEfl WIA SBICW 511fO1 f2 X/1L SrTD WALL FASTENER I SHCF-3 ROOF FASTENER OO1' .O.C. �'-0'O.C. /I r OCSDYC , /12X1 1/4 I• i1 ((EACIi SIDE OF NAgR PoB /11%1//4 AWOR)RIB SFE DEWI A' TRUIT. WNl PANEL OUTSIDE ClDBU� WALL PANEL LAVE STRUT IYIG i Rml M Yllallt RAM M W[lw(Op---)IS MfN1ID —;dTWkDI L1E�WSM M LME lWt MIEN FflOA ID)O NSTxLp1 ^'^f_•� F cNcuFR ♦ rt A ♦ E1N 4-- RI DETAIL•A' M. © SECTION AT EASE WITH SHEETED SIDEWALL EAp4 SECTION AT EAVE WITH SHEETED SIDEWALL EAp4 FASTENER LAYOUT RCO5 UL 90 REQUIREMENTS I LONGSPAN ROOF/AACNOECNPAL ON LONGSPAN WNLS BB LONGSPAN ROOF/SHADOW PANEL WN15 NCO) L-P—DJ LONGSPAN aaoF BA LONcsPAIN NooF SCALE: DATE I i�/� uuu♦DWIu4°E° TON LONGSPAN ROOF PANEL T.'IDI®"I BASIC ERECTION I EASE TRAY REVISIONS CKU Tq 11-98 DOTGN APP'D W. DRAIRNG �x0•N0. AM810N YAON C['D. DITB M0. RSv1810N YID! CCD. DITB ND, llEYI910N YIDS C[b. DI1E f880m: 12-1-B] MISER LSR-2.0 2 N,ax Na. f BON,FASTENER NOT MOM 7HRU PURUN yOTF. �14 SRTCII ROOF h WALL PµEL.S Ham: MNCE HACK GUTTER, 'O.C. 1/2 IAA+'TIO OMITTED FOR CLARITY. BLIND PoVEf RIDGE FLASHING ROOF FASTENER ROOF A:WALL PµELS TGf-152 PN(E FLASHING SUP ANGLE CUP 1/2 TN 1'9 EflW�RTED) (S REOORED) OMITTED FOR CLARITY. GUTTER ENDCAP TRI-152 1 PER PUPoEN LGCATION � QABLE ANGLE 14 STITCH 1/2 W TC CL-27 OI�E-iDRMEO RIOCE (21 1/41 BEPD9 -a. CTS CJ,DIE ANGLE RN(E SUPPORT µCIE RAKE FLASHING GA-+ CORNER CAP BOX • RSA-1 TR1-13.2 - TCB-+SHOWN LONGSPµ PANEL RARE FLASHING TCD-+SIMILAR TRi-75.2 WE FLASHING GABLE ANGLE fliDGE FUADNG MI-15.2 GUTTER BUR CAULK 9"'IM GT1-152 ALL AROUND RFEC-7 LK ITS CAU GUTTER PURUN STRUCTURM FASTENER TRM WE CAP (2)1%4'P BEIDS WE CAp GTS BEµ 1/4?BEAD 2 PER CUP CTS _ GTS /12%1 1/4 SDHH `\ �� STRUCTURAL FASTFTIER 1(tGL (12 REG D.T PER WE SUPPORTFLASHING 2 pER FVPoD! BLAND RNET 1//I�1 RAKE SUPPOR FLASHING NT /12%1 i/{SDNH ERSF_1 12 REWIRED) BUILDING CORNER ND RNET BUILDING CORNER WALL FASTENER DUN NRE0UET ;/B FIND NO�(SEE NOTES) 10 REO'U.PER (SEE NOTES) 14 RBON%E7T WAL11F iAS/T4FRSON a �,-O 0.CO,1 /B RNET TAPE MASDC 1.AT ESTARAU WINAND DC TORNERSERS µD D E FLASHING OUISIOE7 8 �'-0'O.C. PA SUPPORT FLASHING ROOF FASTENER 1/2 TM EDGE OF WALL PANEL AT CORNERS. RSF-1 3 REO'D. OLTISIOE CLOSURE )) ROOF FASTENER- 2 THE FIRST 10 FEET OF THE RAKE FROM THE CORNER •NJGN WITH fN0'MALL OR75 14 SFROI WALL FAS( . RAx SUPPORF FlISHNH, (2 REO'D.) �,�- SHOULD BE TEMPORARILY ATTACHED TO ALLOW ADOUSTMERT J REOI, / WALL FASTENERR WNL PµFl. i{SpTCH RSF-i 1{511TC11 J PEG•0. WHEN INSTALUNG THE CORNER BOXES. PERMMTENTLY ATTACH Mty,mrn RAKE DETAIL RA02 RAKE CAP INSTALLATION S7{STt THE RAKE AFTER CORNER BOXES µE INSTNLED. LDNOSPµ ROOF/µCH(RECfURAL OR lAN.'m PANEL WALES RA03 RAKE CAP INSTALLATION RA03A CORNER CAP BOX INSTALLATION BA LONGSPAN ROOF W/DIE FDRMED RIDGE BA LONGSPµ ROOF W/PoDCE FLASHING RAO4 BA qq GUTTER CUP+ ROOF FASIENFA B i PER GUTTER ttP CGB-+ GUTTER STRAP RODE FASIElIER(B1 1 F4R CUTTER CLP SEE O1 CGS-+ war BELONG y� &JND RIVETS TAPE MASRIC J'-0'O.C. TAPE 11ASfK r�i1+v�.uan wM RSltwu 1//S RNET i PERFGUTIER as F. UNDER CUP) ( UNDER CLIP) 1 8. j f UNNERSLL RAI(E 7PoM SEE CHART BELOW 114 TM 3{1 TM ROOF FAuTElLER LONGGPµ PANEL r M-152 3 lENC1H _ J LENGTH fCE FASTENER LAYOUT ETNL WI/IA) /12XIL i/4 1 TL7AOPPE MASTIC APPLY DNR1R CUTTEIt� ROOF PANEL ROOF PANEL iQ% & ODE CLOSURE ,L4 EADSD GTt-75.2 G'fS YE SUPPORT IAiM EAVE SUPPORT TAR/ EAVE SUPPORT MASHING FSE-1 FSE-i EAVE CLOSURE iIASHING� -1 .j;.v. SURER CUP ALIGN WITH FACE OF WALL PANEL NJCN WETH FILE OF WALL Pµ°1 FEC-+GC-A 3'-0'O.C. FLANGE BOCK GUTTER ��.. TRUR 7GF-15.2 WALL FASTENER 12%1 1/4 SOHCW STRUCNRAL FASTENER :ii:: • EAVE CLOSURE FLASHING FEC-- �'-0'O.C. 12 X 1 AL SO#1 FEC-- �'-0'O.C. RUNG RNET WALL Pµa 1(B RIVET FLASHING .` WNL PµEL 2-0 O.C. �1- .M ROOF PANEL ROOF FASTENER(A) ROOF FASTENER(B) ROOF PANEL ROOF FASTENER(a) RN(E ENDCM II RUN— LSP 14%2 B' f2X1 1 4' LONGSpµ L•P 12X1 1 4' WE A LOC-SEAM lAC 14%7' 14%1 LOC-SEMI LOC 14X1' SANDING SEMI S2P,53P 14X1' i{%i' SfµONC SEAM S2P,$SP 14X1' x91E M W MSMLLm RAKE ENDCAP REC B STANDARD GUTTER DETAIL WITH GUTTER CLIP ATTACHMENT EAAA FLANGE BACK GUTTER DETAIL WITH GUTTER STRAP ATTACHMENT EA02 SECTION AT EAVE B04 RAKEEEEN^DCA INSTALLATION �70 AA LONCSPµ ROOF' OPEN SIDEWALL ROOF FASTENERYFOR N L NOT TO PASSJN LOCATION THROUGH PURLEN �'4. XI O.C. TN'E FIASDC AKE 6.2SHWC 3/4 iM A7-75.2 HOOF FASTENER ROOF PµEi /14X7 VANDING SEW h OC-SEAM -- LONGSPAR ILIRAL FASTENER CUP DELUXE EAVE RRACE EUPPORT µGTE 1/4 SDHH PEDINS STRUCEUBM.FASTENER E µGCE2 PER PURUN /12X1 1/4 SOHN WNLOMHM PUPoIN 74SO.CWO.CEL NOT SHOM ITY MRAKE DETAIL RA05 DELUXE EAVE FLASHING INSTALLATION EA03 ENPµDED NEW OF RAKE GDNNECIIDN BA A 4 RD"ED EAOMA,ADDED RA704k SCAM: DATE ML HG Y-0a 3 RENSED F/02AA—,AA REDKAA DRAWN M. TOM LONGSPAN ROOF PANEL 101IO1 l AtaaMu MCS THG s-99 2 ADDED DETAA EM1M CNJ 7HG 1-99 ODRO�D DYE BLI BASIC ERECTION No. EIRY610N 1 UNNEgSAL RAIIF.FAVE iPoM,CUTTER CUP PENSIONS TBG THG 11-9B D99Ecx IPP'D DY: RHYNO. DRAG LSR-4.0 R CYp. DA7TS N0. A7msEGr IIABR CrD. DATA N0. R0Y191GN 1E1D6 CX'D. W1B 1990EDf 12-1-97 NUMBER 4 Releoaa No. D1199 b XEAVE FLASHING POST HUNG DO IJXFFAVF Fp HIN ON PAN. STANDINGSEAM & 0 -S a GN SPNPAN ARCHITECTU HING M LONGSPAN PANEL HIGH SIDE AV FLASHING WRFI RSF-1 STANDING SEAM PANEL HIGH SIDE AVF FIASHIN LOG-SEAM PANFI HIGU-.5,112L EME FIASHIN(; STANDARD,GUTTER EL6MQE BACK GLITTER VALLEY GUTTER ROOF TO WALL FLASH ING HIGH SEE COnD" i - 8MET 014XISERF(SELF WnWNC) 1.ALL SOWER C UPS(EXCEFT CORNEA FLASHING)SHALL BE CAULKED WIIH(R)1//'{BEADS OF GUfFER SEAL(URETHANE CAUIN). Z ALL FLASHING UPS SHALL BE THREE INCHES UCEPF CORNER FLASHING LAPS WHKH$HALL BE ONE INCH. _ o /1�4%1 SM"(SELF DRIWNG) J.VALLY Co11EA I SHAL BE SEALED WRN Z%3/18 THE N4aTC AND SHALL BE SiItCHEO WRH/I{ROOF FASTENERS TWO INCHES ON CtTRFA EUARM Ma VM WRH OMER SIZE •RODE FASIENpt 4.FOR PUSHING UPS NOT SHOWN,USE THE FOLLOWING AS A GUIOEI FUSHINGS 794T ARE /1{IF//B SEHCW(SELF DRIWHG) O1HE�A COTNODRIONS USE pl/B8 INCHBLIND14AME 5 7HR�ER NTHREE INCRESCEWES ON CENFER.ALL ROLE TO WAl I Ff A HIN AN(E CpipRQN . I SCALE: DATE DRAWN R: lfq c�c S STANDARD FLASHING LAPS UNNERSAL RNtE.FAME TR01 REVISIOn$ TBO TMC „-BD DiBIRn APPb BR DRAWING RRIJIO.No. RIYfBION 1LADR CRb. W1R N0. RRMON Mel cc^E. tun ND. mvtRLon SFL-1.0 1 1 RAn6 CRb. DATES RRFOm: ,E-,-9) NUMBER SEE BLR.DNG PLAN For LENGTH AND WIDTH OF BULDNG CONCRETE NOTCM-SIZE VARIES VERIFY WITH BUILDING SUPPLIER 11/2"-1 ME511.6/6 z 12/1,2 f —CONCRETE 3000 psl 3#4'S CONTINUOUS �� 3#4'5 CONTINUOUS AROUND PERMETER i AROUND PERIMETER ' -1 1/2" 4"mo. 4"mt. 1, • . + , ' r{ 0 0, 0 0 0 . '• Oft OQ 0 '0 •�, 1 ,, V o 0 d} 0 0 0 0 N H a P +S Oq o oCP o o0 0 $tfe 0 1 0 (� o �ou 00 00 �� /oo 0 0 1 O o 0o a o o • I SO 8"mks,COMPACTED,WELL DRAINED —� 8"mm.COMPACTED.WELL DRAINED GRANULAR MATERIAL 12^ GRANULAR MATERIAL / WRAP ME5M AROUND PERIMETER BARS WRAP MESH AROUND PERIMETER 8AR5 5ECTION BUILDING 5IDE5 and'5TORAGE END SECTION e OFFICE END NOT TO SCALE NOT TO SCALE P ALA5KAN SLAB DETAIL NORTHWAY '5ELF STORAGE • To! ! Fr Ci Th� y , 'cition on RAMSEV . I need American to �VD -- #t'�1S70Rin ;chor.. J IM M. I • WALL PANEL I G E I !!TL TO FIT BETWEEN THE STUDS ; WALL FASTENER GA-2 I #12X1 1/4 SDHCW 1'-0" O.C. RAM SET FASTENER I 2'-6" O.C. (MAX.) (NOT BY A.B.C.) INSIDE CLOSURE A2P-1 FINISHED FLOOR 1 1 j2" NOTCH I II • II d d _ _4 .. Q d 4 1 1/2" NOTCH 1 " 2" z J J W LIJ H SECTION 2 D1 DRAWING SUBMITTAL STATUS BLDG—MS5—MS9 SCALE NONE d5 DRWN CK'D DESIGN DATE coNST App. PERMIT PRELIM NORTHWAY SELF—STORAGE SN V V GLENS FALLS METAL BLDG. SALES 9w MA ur Q U E E N S B U RY. NY. Store Weras & Components MwM ' ►UM90 :71-2122-01-05 DI American Buildings Sto rage, Systems & Components March 3,2000 Builder : Glens Falls Metal Bldg. Sales ABC Job# : 71-2122 Address 506 Queensbury Ave. Customer : Northway Self-Storage Queensbury,NY 12804 Job Location: Queensbury,NY Storage System Gentlemen, This is to certify that the metal building components furnished by American Buildings Company, an RISC-MB certified manufacturer, are designed to comply with the following loads specified in the order documents. Design Loads Design Load Combinations 1.) 2 PSF System Dead Load(D) 1.) D+C+L 2.) 50 PSF Roof Live Load(L) 2.) D+C+ S 3.) 75 MPH Wind Speed (W) 3.) D+W 4.) 50 PSF Ground Snow Load(S) ' 4.) D+C+S+WR 5.) 50 PSF Roof Snow Load 5.) D+C+L.+W MAR 11 2000 6.) 0 PSF Collateral Load (C) 6.) D+C+E 7.) Seismic Aa= .15 Av. = .15 (E) �L*I Loads designated within contract specifications do not allow for any type of suspend-e&,gy.'9td rrr(EA-lig ts,�;ff ty insulation,duct work,piping,etc.). Suspension of any load inducing system unless compensaie corresponding reduction in certified live/snow loads is explicitly prohibited. These design loads and combinations are applied in accordance with the New York State '97. The design is in general accordance with the A.I.S.C.(Ninth Edition) and the A.I.S.I.(1986) specifications with the 1989 addenda. This certification is limited to the structural design of the secondary and covering manufactured by American Building Company and as specified in the contract. Accessory items such as doors, windows, louvers, translucent panels and ventilators are not included. Also excluded are other parts of the project not provided by American Building Company such as mechanical . ment, and the erection and inspection of the building. The undersigned is not the eng pf�bffea r the overall project. V. Af Robert E. Searcy rank Mims,P.E. Design Engineer Engineering Manager 0. 6485 SUBJECT JOB NO. SHEET OFSHEETS DATE AMERICAN BUILDINGS COMPANY EUFAULA,ALABAMA BY ve) J `lri y Gfsi�`i f �r i =(�)( �y ��� �� ��� = Q, C, wee ell X4 ps 30 psi,= A y < I CD GCiYJ f5� ��5£' o Co 41, lr� � tr - SDj1f1 Sc� s j . - 3 span and greater _. Live Dead Wind 3 span condition&greater Roof i50 2 0 L L L Total= 52 lb/ft**2 Tri Width 5 ft lenght{L} s; j 10=ft w= .. .260 lb/ft Mmax= 33.4152 kip in Mmax= .1071*w*L**2 V= 1.5782 kip Shear= .607*W*L deflection 0.266404 in < allow deflection= 0.5 in = L '240 = 3.78 in**4 deflection= .0065*w*L**4/E/I Sx= 1.08 in**3 stress=M/Sx= 30.94 ksi IR= ff6zI6 Member OKM allowable stress= ' 33 ksi Gravity Case r , v t Pagel 3 span and greater Live Dead Wind 3 span condition &greater Roof =0 Total= 15 lb/ft**2 Tri Width _=5 ft lenght{L} = 10ft w= '75 lb/ft Mmax= 9.639 kip in Mmax= .1071*w*L**2 V= 0.46525 kip Shear= .607*W*L deflection 0.076847 in < allow deflection= 0.5 in = L 40, = 3.78 in**4 deflection= :0065*w*L**4/Ell Sx= 1.08 in**3 stress=MISx= 8.925 ksi IR= 0.2Q3 Member OK HI allowable stress 6Z16 Wind Case Page 1 unif. & 1 conc. load - L Live Dead Wind P Root =0 0 p 2 nd �0 a 0". 0` 3 rd t 0 0 0 Total= 0 Ib/ft**2 Tri Width f �� 0 ft lenght(L) F y 1(}ft w= Y0 lb/ft (P)_ ``42—A kip A B (Mmax a) 0 kip in (Mmax.b) 78 kip in (V a)= 0 kip (V b)= 1.3 kip Ma+b= 78 kip in Va+b= 1.3 kip deflection 0.40701 in < allow deflection = 0.5 in = L %.. ..�240. = 7 93 in**4 Mmax(a+b) =w*L**2/8+ P*L/4 deflection =f5'L *2*Mmax) + P*L**3 V(a+b)=w*U2 + P/2 48*29E3*1 48*29E3*1 • unif. load Live Dead Wind L Roof 50 :::` 2 Total= 52 lb/ft**2 Tri Width r25 ft length w= 130 Ib/ft Mmax= 19.5 kip in Mmax=wl**2/8 .V= 0.65 kip Shear=wl/2 deflection 0.554187 in < allow deflection= 0.5 in = L ;;-240. I = 1.82 in**4 deflection = (5*L**2*Mmax) Sx= 0.65 in**3 48*29E3*1 stress=M/Sx= 30 ksi IR= 0.91 Member QK!ll allowable stress= :>5;:, 33t ksi ES6-4 Gravity Case • J unif. load f Live Dead Wind L Roof 0 0:: 15: Total= 15 Ib/ft**2 Tri Width 2 5 ft length w= 37.5 Ib/ft Mmax= 5.625 kip in Mmax=wl**2/8 V= 0.1875 kip Shear=wl/2 deflection 0,159862 in < allow deflection= 0.5 in =. L I = 1.82 !n**4 deflection=(5*1-**2*Mmax) Sx= 0.65 in**3 48*29E3*1 stress= M/Sx= 8.653846 ksi IR= 0.26 Member OK!!! allowable stress= _: ,3 ksi ES6-4 Gravity Case '7 C�aJe s '1tu_ i ' - unif. load G/1 Live Dead Wind L Roof Total= 15 Ib/ft**2 Tri Width 5 ft length= 10 ft w= 75 Ib/ft Mmax= 11.25 kip in Mmax=wl**2/8 V= 0.375 kip Shear=wl/2 deflection 0.412693 in < allow deflection= 0.5 Jn = L 240 I = 1.41 in**4 deflection=(5*L**2*Mmax) Sx= 0.6 In**3 48*29E3*1 stress=M/Sx= 18.75 ksi IR= 0.43 Member OK 11! allowable stress= :':,.;44 ksi 4d 6 Wind Case W.:- s~C C� C 1t M T •D ' r a Engineering Properties of American 6"Z Sections Section Depth Flange Up Thick- Wgt. Area Allow Ix S. rx ry ness lbJFt. Seam D in S in d in Tin (actual) (in?) Stress (in.") (in a) (in.) (in.) (fb)ksi 6Z16 6.0 2.25 0.625 0.060 2.31 0.68 33.0 3.45 1.08 2.36 1.12 6Z14 6.0 2.25 0.75 0.073 2.85 0.84 33.0 4.67 1 A8 2.36 1.16 Allowable Uniform Load Table in Pounds.Per Foot Design Simple Span 3 or More Spans Z Size Criteria 5'-0 6'-0 7'-0 81-0 91-0 10'-0 5'-0 6'-0 7'-0 8'-0 9'-0 10'-0 Allowable 16 GA. Stress 950 660 485 371 293 238 .1188 825 606 464 366 298 .33 ksi Allowable 14 GA. Stress 1302 904 664 508 401 326 1628 1130 830 636 501• 408 33 ksi Deflection--U180 p SECTION Roofing&Aithitectural Products DIVISION OFAMEMCAN BUILDINGS COMPANYF nsions and Properties 28-A^Tables PA(; 1/93 DATF i . r (F' B • ( I Y T ' D 50° B Engineering Properties of American 4°Z Sections Section Depth Flange Lip Thick- Wgt, Area Allow IX SX r.X ry ness IbJFt. Beam D In B in d In Tin (actual) (in?) Stress (in 4) (in.') (in.) (in.) (fb)ksi 4Z16 4.0 2.25 0.625 0.060 1.81 0.56 33.0 1.49 0.63 1.63 1.23 4Z14 4.0 2.25 0.75 0.073 2.20 0.69 33.0 1.83 0.86 1.62 1.28 Allowable Uniform Load Table in Pounds Per Foot Design Simple Span 3 or More Spans Z Size Criteria 5'-0 6'-0 7'-0 81-0 91-0 101-0 51-0 61-0 7'-0 8'-0 91-0 101-0 Allowable 16 GA. . Stress 554 385 283 216 171 138 707 481 353 270 213 173 33 ksi Deflection -" - - - -- 128 — -- -- 250 176 128 <L/180 Allowable 14 GA. Stress 756 525 386 295 233 i89 965 656 482 369 291 236 33 ksi Deflection — — — — 215 156 — — 458 305 215 156 D <V180 SECTION I 4'' Zee Cs. DIVISION OF AMERICAN BUILDINGS COMPANY Dimensions and Properties 28 Load Tables PAGE 1/93 DATE y B d THICKNESS D THICKNESS X X d X y CROSS SECTION Engineering Properties of American 4"C Sections Section Depth Flange Lip Thick. Wgt.,gt. Area Allow S r r B X X ry, Din ness lb./Ft. Beam X B in d in T In (actual)M(in.2) Stress (in.') (in.3) ( ) . I (in.) I 7(i n.) (fb)ksi 4C16 4.0 2.25 0.625 0.06 1.81 0.54 ' 33.0 1.28 0.60 1.61 10.83-10.7911 4.0 2.25 0.75 0.073 2.20 0.67 ]�.O 1�.70 �O84_1.60 0.85 F0,7911 Intermediate Maximum Compressing Load in Pounds Gage Weak Axis Bracing H=t'-O­ H=4*-D** H=6'-O'* H=8!-0" H=10!-0* H= - H=14'-O" H=16'-0 12!O' - 14 None 1 1 1100 939 63 531 4444 3478 3067 3017 Not Allowed Mid-Height 85,64 6709� 5167 4179 3556 16 None : 8101 6994 4849 3357 2651 I 2429 Not Allowed Not Allowed Mid-Height 6477 5125 I 4027 3268 2789 SECTION Roofing&Architmiural Products 4" Cee C9. . SECT N C'.'O' DIVISION OF AMERICAN BUILDLNGS COMP.Iulsfy Dimensions and Properties 29 Load Tables j UPAGE 1/92 DATE ATE i . B� =dl p T --Td2 B2 Engineering Properties of American Eave Strut Section Depth Flange Flange Lip Lip Thick- Wgt. Area Allow Ix Sx r� r j ness IbJFt. Beam Y q D in -B,in B2 in di in d2 in T in (actual) (in.2) Stress (in') (in 3j (in.) (in.) (fb)ksi ES84 4.0 2.0 4.5 0.625 0.625 0.049 1.85 0.54 33.0 1.30 0.51 1.63 1.45 0.76 ES64 4.0 2.0 4.5 0.625 0.625 0.06 2.25 0.66 33.0 1.67 0.67 1.62 1.44 0.84 jj:_PA:G:E]: ' .. Products Eave Strut DIVISION OF AMERICAN BUILDINGS COMPANY Dimensions and Properti • 47 f'^ i En SECTION DEPTH FLANGE lip BASE ``�� METAL WEIGHT AREA �EROM •l x Sx rx r @ deplh D in. B in, d in. lb,/f', (in,2) STRESS ;n+ in? in, ,n, x m J Cw ro p and site THICK. (fb)ksi ( ' ( ( � ( w # 12C13 12 3.5 1.25 0,090 6.29 1,85 33.0 39,03 6.00 4,58 1.28 0.960 1,61 0.005 93.76 5.39 a 12C12 12 3.5 1,25 0.105 7.31 2,15 33.0 45.96 1.20 4.58 1.28 0,966 1,61 0.008 107,53 5.38 h " 12C11 12 3.5 1.25 0.120 8.36 2.46 33.0 •51,29 8,50 4.57 1.27 0.966 1,60. 0.012 120,80 5,36 " 9,5C15 R 9,5 3.0 1,0 0.064 3.70 1,07 33.0 14.37 2.58 3.66 1,10 0.843 1,410 0.0015, 25.252 4,421 9,5C14 9.5 3.0 1.0 0.073 4.22 112 33.0 16,31 3.08 3,66 1,10 0,843 1,405 0,0022 28.450 4.412 ". 9,5Ci3 9,5 3.0 1.0 0.079 4.57 1,32 33.0 17.58 3.34 3,65 1.10 0.844 1,402 0A027 30,536 4,405 9.5C12 g,5 3,0 1.0 0.090 5.20 1.50 33.0 19.90 3.93 3.65 1.09 D,844 1,396 0.0040 34. 256 4,393 Cq "99,5C 9.5 3.0 1,0 0,096 5.55 1.59 33.0 21.15 4.29 3.541.09 0.844 1.393 0,0049 36.249 4,387 8.0 2,5 D.875 0,060 2.90 0.84 33,0 7.93 1.80 3.07 0.92 0,7070 1.192 0.0010 9,926 3,710 8,0 2.5 0,875 0.067 3.23 0.94 33.0 8,82 2.03 3.07 0.92 0,707 1,189 0,0014 10.958 3.702 C BC14 8.0 2,5 0.875 0,073 3.52 1.02 33.0 9,56 2.27 3,06 0.91 0,707 1.186 0,0018 11,822 3.696 +' 8C23 8.0 2.5 0,875 0,082 3,96 1,14 33.0 10.67 2.63 J.06 0.91 0.707 1.181 :P:0:026: 1J.085 3.686 co BC12 8.0 23 0.875 0,090 4,35 1.25 33.0 11,65 2.91 J.05 0.9D P 0,708 1,177 0.0034 14,173 3,677 6C16 6.0 2.25 0,625 0.060 2.28 0.66 33.0 3.62 1.05 2.34 0,81 0,653 1,075 0.0008 3,360 3,001 'b 6C14 6.0 2,25 0,750 0,073 2.78 0.82 33.0 4,45 1,44 2.33 O,g3 0,688 1,120 O.00iS 4.521 0 3,041 ►d 4C16 4,0 2.25 0.625 0.060 1.88 0.54 33,0 1.41 0.60 1.61 0.83 0,792 1.200 0,0007 1,466 2.673 ro ro 4C14 4.0 2 0,75 0,0T3 2.28 LE]:Et- '25 ,84 1,60 0.85 0,830 1.251 0,0012 2.051 2,731 ' SIZES NOT STOCKED M B ' Y t0 o a ro I d V c I 0 x ----X to .t m I d Y Y N C spe 4 Ile 1f tt � t - 1!� i1P b PANEL PROFILE PANEL CROSS SEC110N Q ENGINEERING PROPERTIES OF AMERICANS LONGSPAN PANEL TOP IN PANEL BOTTOM IN METAL TOTAL WEIGHT COMPRESSION COMPRESSION THK. IN. THK, IN. SO, FT. Fb W Ix, Sx. Ix, Sz. ksi p In4jft M/ft In4/ft In31ft 26 GAGE 0,018 0,0199 0.9d 0.036 T' 0.032 0,022 0,031 3$ 0 p 24 GAGE 0.0224 0,0241 I J 4 1 0,048 1 0,046 0.031 01040 36 iy ! u ° of NUMpans MAXIMUM TOTAL UNIFORM LOAD IN PSF p 4 1 l = 3,-Y' 3,-4" 6,-0" 85/-83 69 -62 48/-36 38j-25 JO -18 i7 -11 t 26 GAGE 2 83/-85 67/-69 , 47 -4$ 37 -J8 30/-31 21 -21 STEEL 3 103 -107 84 -86 / 58 -60 46 -47 37 -35 2H 4 96 -100 78 -81 54 -56 43 -44 -35 -36 1 123 -107 99 -86 69 -51 2 1 24 GAGE 2 107 —123 66 —99 60/-69 47/=59 38 -44-26 23 -15 STEEL � 3 133 -153 108 -12a 75 -86 59 -67 d8 -a9 33 -28 z 4 124 —143 101 —116 70 -81 55 -64 45 -52 31 _30 t R 1. Section properties have been calculated in accordance with the 1996 AISI specifications, 2. Minimum yield strength of steel is 00,000 psi, 3. Steel.panels ore aluminum-zinc alloy coated, The corresponding reduced thickness y shown as"Metal Thickness' was used in determining section properties, 4. For loads shown, deflections are less than L/150, 5, For wind loads the tabulated values can be multiplied by 1,33, O LONGSPAN PANEL b DIMENSIONS, PROPERTIES AND LOAD TABLES i �UD HNICIrk V� ' L 6 tom. � � � i �""•._�./ �-- -��J t-� J• ' MECHANICAL PROPERTIES DIMENSIONAL PROJIE ------ A Minimum Tensile Strength: 3000 1bs. A-Head-Across Flats: B12 - 14 HWH Minimum Torsional Strength: 92 in:lbs. B Major Diameter. PLATED STEEL Minimum Shear Strength: 2025 lbs. C-Minor Diameter:Stress Area; G SELF=DRILLING PULL-OUT STRENGTH NOT SUGGESTED PRE-DRILL: REQ'D. -v 2800 0 LBS . 2600 LBS. X E PE T G ED 24 S. % ::Ssu�1Y i- vv .....::. . ..... ......:,i:v...:..:v PULL-OUT ...::.... 2200 LBS. STRENGTH -:v'ti{:h :3 FROM 2 0 00 LB S. LAB TEST .... .... .. .... . PER LBS . 0 LBS , `;::tiff>::y::::::•:::::�$:<?iin:i oil ':::ti:C itiiA•v:�v:i::• :v'l%'.}}:.i'•.�:•:?:f:::F:::$J:'�i�:i:: $:;:$>iii �v ?�:��S;:tip :::i'::.::::::::: '•::uiv'+'' S PLATE ::.. 1400 LBS. THICKNESS 1200 LBS. S n .. • 1000 LBS. (70-85 Rb) .}:�..... 800 LB S 600 LBS. S 400 LBS. PLATE THICKNESS: CD 0 0 .o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 cC) Cl) u) o r\ a> o o c� CO .r u� -p h Co a O O O O O C! C7 G? Q 5-' � �c- r •c- r r r �c- .c- GAUGE 26 24 20 18 16 14 13 12 11 10 8 a/ REFERENCE !fb" WASHER GAGE PULL-OVER STRENGTH 5/8,. TYPE 18 .050" CONTROL 20 .040„ DRIVE 22 .030" 24 BONDED ••���� 26 Ago" # o 0 0 0 0 0 0 0 0 0 .010" Iq Co ON CD 00ON 10 C 10 V POUNDS NOTES RECOMMENDED DRIVING TOOLS d Denotes actual lab test results and shall be considered overage performance 2500 RPM electric screw gun with — For optimum screw and washer performance,seating torque of 30-60 In-ibs.Is suggested depth-sensing nosepiece to prevent — Drill sizes shown are approximate. Variation in steel hardness or other factors may overdriving and stripout. require adjustment in drill size to permit proper installation. 2-4 ///TwBuildex RaWFasteninqS)rstems x .............................................................................. *' TM HEXTRA An Industry First. Premium Performance Fastener • for Insulation Attachment to Steel and Wood Roof Decks ................................................................................................................................ Product Features _AL External drive hex washer head AL 1/4"hex drive sockets last up to 10 _AL Modified buttress thread maximizes "s dramatically improves fastener drive- times longer than Phillips bits, pull-out performance and minimizes , ability vs.conventional Phillips head. reducing down time for bit changes. fastener stripping and back-out. _AL Hex head provides increased driving _AL Patented X-point provides unsur- Ak Designed to install quickly and effi- engagement...35%more than a#3 passed drilling consistency in 16-26 ciently with the ITW Buildex AccuTrac Phillips...eliminating spin-outs. gauge metal and wood decks. II or Accudrive XL PLUS installation tools. ME7R4DADE W EroveAppd il• ................................................................................................................................. Product Specifications Corrosion Resistance Diameter.........„.....................#12 Offered with ITW Buildex SPEX or Climaseal long-life corrosion Thread Form.........................Modified Buttress resistant coatings,Hextra exceeds the corrosion resistance require- Head Style.............................Hex Washer ments set forth in Factory Mutual Specification#4470. For additional 'rillin Capacity 16-26 Gauge Metal Deck information on ITW Buildex coatings,please refer to Product Report . g P ty.................. 9 Coating...................................SPEX'and Climaseal" #389140. Installation.............................ITW Buildex AccuTrac II"or Accudrive XL PLUS"Installation Tools or Standard 1,800-2,500 RPM Screwgun . . .............................................................. _. . Plates f' Hextra is designed to seat flush when used with any of the following ITW Buildex Plates: s_ Plate Material Dimensions Features s Recessed Metal Galvalume 3"x 3"Square Accommodates Hex Head AccuTrac Metal Galvalume 3"x 3"Square Compatible with AccuTrac II Tool } GearLok Plastic High Density 3"Round Patented locking feature positively Polyolefin locks fastener head into plate eliminating fastener back-out and POP-UP • • • � �������T���� STEEL AND Woori DEcKRSmm PRoDUcTREPoRTNd- 190100 ^^^^^^^^^^^^^^~^^^^^^^^^^^^^^^^^^^^^^"^^^^^""^^^^^^^^^^^^^^^^^^^^^^^~^^^"^^^^^^^^^^~^^^^^^^^^^^^^^~^^^^^^^^^^^^^^^^^^^—^^^^^^^^^"^^^^ Installation Guidelines AL AnITWBui|dex/ccUlracUoron _AL Fasteners should bg spaced using a llm�The fastener iW fully seated when the A::Ud[vgXL PLUS install��iVO� �0|.��� p� ernspeCi0edhytheinsV|aU0npr head�b - �Qht� � tthe0Gt@|p|a1G,or standard screwgUnVvithad|seVgag(Og roof cover 0anV/actVre� snaps i�Vthe arLok locking plastic clutch should be used bV'iDsta|)HVxtra �|�� T��ta�t�O��Ghuu|�n�tb� A��'The nosepiece Of the mbrgvvQVnshould ` over- fasteners. The s:n9wgun should have be adjusted driven as to cause the p|c��sV�ace to � deOg��0�rgth�D1/18" a range of1'8O0-2'5OURPk8. The wh80thefaoteOe[i8fU||yandp-disengages ^ ocrewgun should also have aminimum seated. AOL Overdriven fasteners will significantly current rating of4amps. AL The fastener must penetrate the metal reduce fastener and plate performance dn�kam�nimumof1/2". on�brathp the deck. Underdhvenfao� tenenm will not distribute the load over the plate properly. Standard Modified Buttress Thread Thread %'Point ` ^~^^^^,^^^^^^^^`^^^^~^^^^°^^^^^~^^^~^,°~^°°~°^~^^^^^^^^~°~^^"^^°°^^^~^^ .�. Selector Guide Pullout Values Part Insulation Range In Metal Number Fastener Insulation Range (Top mrBottom Gauge 18 18 20 22 24 26 (SPEX*) Length (Top Flange) Flange) _ Lbo, 874 674 502 425 330 '235 6002106 2'1/4" 1/2"to1'3/4" --' In Plywood 6008108 2-778" 1"1o2'3/8" --' Thickness 3/8" 1/2" 3/4" °""`'"" "-''` ' `"2'=` / tv /'/'4 Lbo. 200 326 544 600610 4 /B" 5/8'to to In Wood Plank 600/106 5' 2~//4'{V4~1/2" 2~1/4^to3" Depth itt /4 1 1/2" """u.v Lbs. 784 1084 1292 6010106 U~ 4 1/4'to 71 NOTE: Test results wemobtained under|abomho/y ----- controlled conditions. Appropriate saf tybmto/n ^He*nu fasteners are also available with premium 0hnaoeu|coating. should be applied ho these ultimate values. Ultimate Tensile Load'25G2}bo. W� DADE Ultimate Shear Load- 1229|bu. ��p�°°� ����°"���- For engineering assistance Vr the name nf your nearest|7lNBu||dexdistributor call toll-free 1^8QD^323^O720. ^^^^^^^^^^^^^^^^^~^^^^^^^~^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^`^^^^^^^^^^^^^^`^^^^^^^^^^^^^^^^^ nwBuildex _AL���y�.DIN�G��E4��Tp�A�� | O BaurLok.GPE%.He�rm,CUmeaoa[AcouTiaoU. |348 West Bryn Mawr Avenue AccVdhVe XL PLUS, Roofghpand Itasca, Illinois GO143 Building Ideas That Work are trademarks c 708/595-3600 FAX: 708/595~6329 |7VV8ui|dex and Illinois Tool Works Inc. @199S Illinois Tool Works,Inc. •Y - oH N I �� - •-wi � L.�i� �i .._.. !-.�_J ..�� "�� � P- A MECHANICAL PROPERTIES DIMENSIONAL PROPERTIES A Minimum Tensile Strength: 890 lbs. A-Head-Across Flats: .244"-.250" 10 - 9 HWH Minimum Torsional Strength: 39 In:lbs. B -Major Diameter: .486"-.191" B PLATED STEEL Minimum Shear Strength: 550lbs. C-Minor Diameter: .116"-.122" Stress Area: .00500 in? C WOODMATES PULL-OUT STRENGTH NOTE: Pull-out values may vary from tabulated depending upon specific wood density variations, 10 20 LBS. h}t aim \ti i }>,} ,.. x.. 1100 LBS. 0 LBS.10 0 :s` ;\r:i.: EXPECTED i y: NU E900 LBS. PULL-OUT r, {,.{•,�": ^. r;x}r,;: 4'."..ri: rf"x.;?:: •: {:.:i{'itinv.'.S :::'C••:+. :"'"•:n .'•"{}.::R: ,..;'.v,.:.irvz..::<.::',{•:.tri'n.; v.aw::{r " STIZEI Y�7TH :;:##:✓..,.":'; {,{., "':?#. Y,::':>:<:f,:::s2:{�.. ,:,y,�:3:.2.: :r .: ,r,.:,::�:':,S£o- .a.:.'.;s': ::k?r:.: �f�.-.:.. .y,:.:..s:#:u:;.x.. :vixi `�:�.:}..:#: :,•..s ..,,..t::.::.. :� , } '.: r.{�>..>.�:';.�.{<;,...t..��...., 80q LBS. FROM .•::#;:,{,<::.'}:.:> t:`.::ii:.},r,.:.:.,•,,•,:.,::}:f::.<..,,{... ;;s.:yS?'f•:':.'+}t,::}:d;.ti,,. ;•},$;;a}:2:.:t:}i<:;:r::ats•:;`> si{: •F.4;. �::tii::u{:.;ik�2 :.. a���o`y ,.:. E3:iv::`:wxti�c:...,•.::�?iu}.::,a:.., .•k.•i:.`,::#.:d.:"'it`::::: 700 LBS. LAB TEST PER <n ry,f> 6 0 LBS. NJ.SPECIE s SPECIFIED 0 50 LBS f WOOD THICKNESS, F,s< :> 400 LBS. AND :.:. {� ... ., 300 LBS. GRADE 200 LBS. ::; •3W x�•xk;:;>rc�:;�!'' ;Axt:,:,::«_:.> :.::f� :<h�a'�.>.xf: .. „�::: 100 LBS. WOLMANIZED WHITE GRADE SPRUCE YELLOW FIR PLYWOOD PLYWOOD SIZE 2 x 4 2 x 4 2 x 4 3/4" 5/8" GAUGE PULL-OVER STRENGTH 050" 5/8 WASHER 18 TYPE .040., CONTROL. �-- 20- DRIVE 22 030„ 2a 26 020" BONDED to I 1 1.010 , #Iq 10 O O O O O 00 O N � 00 O. c - N N CV POUNDS NOTES RECOMMENDED DRIVING TOOLS d Denotes actual lab test results and shall be considered average performance 2000-2500 RPM electric screw gun with — For optimum screw and washer.performance,seating torque of 30.60 in-ibs.Is suggested depth-sensing nosepiece to prevent = Drill sizes shown are approximate. Variation In steel hardness or other factors may overdriving and stripout. require adjustment in drill size to permit proper Installation. 5-2 �A ALLOWABLE FASTENER PULLOUT STRENGTH pS) FASTENER STEEL DECK STEEL BAR JOIST WOOD DECK CONC, EMBD. LNGTH, DESCRIPTION 26 24 22 20 18 16 14 12 1/8 3/16 1/4 1/2 5/8 3/4 1 1 1 1/4 1 1 f2 1 3/d P2-14(T/1) 63 104 135 SELF DRILLING 156 260 363 503 780 X X X #12-24(T/4) SELF DRILLING 976 1394 1538 1/4-14 (T/1) 83 132 171 225 320 460 - - 1/4-14 (T/3) - - - - - - - 1820 2013 10 WOODMATE X X X X X X X X X X X 125 178 197 316 1/4" DIA, TAPCON 287 453 615 744 HEXTRA ROOFSCREW 94 132 170 198 274 —�12 — 1 5/8" TO 8"LENGTH — — — — — 121 145 169 220 X X X X 1/4" DIA, WEDGE X X X X X X X X X X X X X X X — 1200 — ANCHOR 1 3/4° TO 12" LENGTH - 1/4" DIA. RAWL DRIVE X X X X X X X X . X X X X X X X 1 TO 14 LG - 804 - - #14 TYPE AB-8 1" TO 6° LG X X X X X X X X 1000 1280 1368 X X X X X X X X ALLOWABLE FASTENER SHEAR STRENGTH FASTENER STEEL DESCRIPTION 26 24 22 20 18 16 14 12 1/8 3/16 1/4 �2-14(T/1) 173 281 301 407 581 703 #12-24 (T/4) - - - - - - - 819 812 #12-24(T/5) 1/4-14 (T/1) 204 340 354 498 706 — 1/4-14 (T/3) - - - - - 840 1033 1060 1128 N OTES: 1. THESE VALUES ARE BASED ON TEST RESULTS DIVIDED BY A 2.5 SAFETY FACTOR, IF GREATER SAFETY FACTORS ARE REQUIRED FOR EXISTING CONSTRUCTION, VALUES MUST BE ADJUSTED ACCORDINGLY. 2. THE CONTRACTOR IS RESPONSIBLE FOR SELECTING THE NUMBER, TYPE AND LENGTH OF FASTENER REQUIRED TO RESIST THE RETROFIT FRAMING REACTIONS GIVEN ON .THE ABCR-1 DRAWING. THIS TABLE MAY BE USED FOR SELECTION OF FASTENER TO THE EXISTING STRUCTURE,