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GENERAL NOTES
<br />no
<br />(c) m D=m lI am . c � T
<br />t. STORM F1Y1EL SHOWN ON THIS taRODUCT E't�LHATTCIt [1G1CL�tERNT (P.M) HAS BEEN VERiF'EO FOR COMPLIANCE 444 ACCORDANCE
<br />- 1 * o TAPCON, ANCHORS. AS MANUFACTURED LTA I.T.W. LDESt. INC.
<br />11M,
<br />TWIRL THE 21114 (5tl1 EDlTNON) OF THE FI,OI6OA BUILDING CODE. THIS STORM PANEL SWML NOT BE INSTALLED AT HIGH
<br />-_ A4-•ilk PALNELMATE FEMALE ID AND PANELVATE PLUS ANCHORS, AS MANUFACTURED BY am CONSTRUCTION PRODUCTS,
<br />VELOCITY HURRICANE ZONES (MIAAA-OADE / SMART COUNTIES).
<br />LAG SCREWS PER N.D.S.
<br />DESIGN WIND LOADS SHALL BE DETERliffNED AS PER SECTION ISM OF THE ABOVE. MENTIONED CODE. FOR A BASIC MIND
<br />-" 7/t8 o x 5/r WOOD BUSHING, AS OISTREUTED BY ALL POINT SCREW, 6q,T & 5'J'I~:CIALTY CO.
<br />SFF:T_:D AS WGG1RE➢ BY THE JURISDICTION WHERE STORMPANEL WILL BE INSTAILED, AND FOR A DIRECTIONALITY INNA9TYFA£TOR
<br />KD-O.85, USING ASCE 7-10 AND SHALL NO EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS
<br />CA) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS $HALL BE 1 1/2' AND 2' FOR ELCO PANELMATE PLUS
<br />3 0 THRU 12 & 1 1a.
<br />7
<br />AND FEMALE ID ,
<br />IN TO VMRY„THE ABOVE CONDITION ULTIMATE DESIGN WIND L DETERMINED ' 7-10 ORpER OAKS DETERMIN PER ASCE SHALL BE FIRST'
<br />REDUCED TO AS,D.:D>ESIGN PRESSURE RATING SY �MU.TIPLYIIG THEM BY 0.8 NN ORDER TO COMPARE.' THESE W/ MAX. (A.S.D,)
<br />C.2) 1MIFLMUM THREADED PENETRATION OF .AG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'. NO THREADED .
<br />DEAN PRESSURE RATINGS 44DIC„4TED ON SHEETS 3. 9 THRU T2 &1?, ta.
<br />PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THE P„ Jk AS 1ESTE d WERE Wr OVER STRESSED, A 33X IW.REASE IN ALLOWABLE
<br />STRESS Ftlt WIND LADS - I: TTEikR ANN_YStS. WOOD HAS BE3WET DETERMINED IN
<br />WAS USED FALSTEA�RS TO
<br />C.3 MINIMUM EDG'E'. DISTANCE OF LAIC '"at.tiEWSf INTO WOOD $HALL BE AS INDICATED IN THIS DRAWING
<br />ACCORDANCE WITH WO.S.. 2012"
<br />STORM PANEL'S ' IMPACT AND WIND RESISTANCE BEEN IN ACCORDANCE 1
<br />STO ADEOLLAOI' f'OR HAS VF3INFlETA DE WTn1 SECTION 14F09. 2 OF
<br />MNNIMM ENETPJGIrO 5 1 1 MINI
<br />C.4 PENETRATION OF WOOD 9G1S1MI1G SWUM BE a'. t 4' A-2O SCREWS USED SHALL $E 2 L� MUM
<br />) A° / /
<br />THE ABOVE MENTIONED CODE AS PER AiMEI M! TEST' LA& FLORIDA REPORTS I844.01-ITOl AHD J0219.02"�t79. AS
<br />: LD '.. - MI MINM1 FOR WALE WITH NO STUCDCL
<br />St•Kxi STNACCO EXIST, AND t
<br />1Z3.O1 1 AS PER
<br />PER 12-99 E �S AND FLORIDA 1I - - O S01 Rk 3 P 330-02 STANDARDS. AMDONS�C TESTING D I ACCORDANCE
<br />TAS-201 Pt'Lt TAS-203 PROTOCOLS. AND AS PER C.ALCULATTONS' PERFORMED W. Wf � ILIA OF THE
<br />C=5} IN CASE THAT iC=A",'.T afiONE, OR 1]REC.A,T CONCRETE PANELS" ST4iC,C0 OR WOOD 8OARO5 BE FOUND ON THE FY85'TING
<br />FLORIDA BUILDING CODE.
<br />WALL, ANCHORS SHALL BE LAW ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS,
<br />ANCHORAGE SHALL BE AS MENTIONED IN CA), C«2) do CA)
<br />2, AL A UWM EXTRUSIONS TO BE WOO --TO ALLOY AND TOM70L (UNLESS OTHERWISE NOTED), SEE". SVEIET 2
<br />(D) ANCHORS SNAIL. BE INSTALLED LING ALL OF THE RECOMIM,471ONS AND 5PEgFTCAnaNs OF THE A9NGHiCIR"S MANUFACTURER.
<br />3. Ad1. ALUMINUM SHEET METAL USED AL CLOSURES SWILL HAVE 31015-HT4 ALLOY•
<br />a, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4
<br />4. AL STEEP. Si�IEET META. PANELS SHALL HAVE STRUCTURAL QUALITY S'nM- ASTM A-653 GRADE OO MINIMUM. 0-60 GAiANTZED
<br />THROUGH 5) F.1CCEPT THAT HF.ADMSO &(D SHALL NOT BE USED.
<br />STEEL DESIGNATION W/FY- 92.2 Lai (AFTER ROLLED).
<br />9, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERSIFY THE S"RIHI OF THE STRUCTURE WHERE SHUTTER 6 TO 9E
<br />5, ALL SCREWS TO BE STAINLESS STEEL.. 304 OR 316 AST OR CORROSION RES'WANT GATED CARBON STEEL AS PER DIN
<br />ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTT'E]R SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />BGILDI GS,
<br />50018 W/ 56 Ire YIELD STRONGRI AND 90 W TENSILE STRENGTH AID SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />241 r.3.3,4.
<br />90" ' S 6 AND ALTERNATIVES 1W# LOOT d'c 4W OHN
<br />t GU OTHS C7WER AS PER SECTIONS 1 4 , O EACH LIAR STORM PANEL: WITH LEN . 2• ,
<br />A LEOtEI.E AND Y 415EBtE MVLLRJOIK; INSTRUCTING OWTRER°OR TENANT TO
<br />SHEETS 4 $ h 7 �SPECFThAEi.Y• SHALL F40.VE READILY
<br />8. OOLTS TO BE ASTMt A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WOH 35 L'e MINIMUM YRELA STRENGTH,
<br />SECURE PANELS WITH A'puGABLE 7TEINFDRCE7MENT CGRiI4G PERIODS OF HURRICANE WARNING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS:
<br />it, THE INSTALLATION CONiE'RAC'M IS TO SFAL/CADLK Ail SHUTTER T F3TDE'S WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE EtIML.€kT TO PREVENT' W1ND/RAIN INTRUSION..
<br />(A} TO F1nSTIRG POUREDt^..ivx•Jxc•,
<br />•- t/4it TAPCON ANC34M AS MANUF"AC URI D BY Y.T.W. (Me, ro-3192 pad.)
<br />12. SPORM PANEL INSTALLATION SFLALL COMPLY WITH SPECS INDICATED IN DRAWING PLUS ANY BUILDING AND ZONING REOULATiONS
<br />- 1/4' 0 X 7/8` C IX-4N ANCHORS; A5 MANUFACTURED BY POWERS FASTENERS INC,
<br />PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. -
<br />4'6 x . 1 3 4" 5 1 AS B1 AL Pdli SCREW FTtXT do SPECIALTY GO ANCI'1ORS, ,
<br />-)
<br />DINT. fr+LOCI p,s,r.
<br />13. o THIS T EYALdAATTCX'R ¢.E$, PREPARED BY THE ENGINEERENGINEERi5 GENERIC AND DOES NOT PROVIDE r NFOI6tAT1ON
<br />- J14-10 PAEI.MATE FEMALE D do PALMATE PUS AS MANUFACTURED D BY ELCRI CONSTIRUCTION PRODUCTS.
<br />FOR A $ITE SPECIFIC PROJECT, Le. WERE THE SITE CONDITIONS DEVIATE FROM THE PZ,&
<br />- 1/4'0 LAW NA.IN ANCHORS, AS M06KWAMRED BY POWERS FASTENERS, INC.
<br />(b) CONTRACTOR TO BE RESFIGNSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLMNG LIFE SAFETY OF THIS PR LPL'
<br />AI) MROM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 4/4":, 2' FOR ELCO PANE2MtATE AND
<br />BASED ON THIS PX.JX PROVIDED HE/SHE DOES NOT DEWATE FROM THE YDLTTDNS `OETAR�D ON THIS DOCUMENT .
<br />CONSTRUCTION SAFETY AT WE THE CONTRACTOR'S RES`PONSIBIITY,
<br />FOR
<br />1 3/4' R ANCHORS.
<br />(c) THIS EVALUATION DOCUMENT WILL BE CONSIDERED INVAJD IF M OOIFIEM
<br />A2) CALL--IR '--ITTANCHORS SHALL BE EMBEDDED 7/0" INTO THE POURED ITT"". W EMBEDMENT INTO
<br />STUCCO SHALL HE PERMITTED. 1/4• 0-20 SCREWS USED SHAU_ BE 1 1/2" LUNG MINIMUM SHOULD STUCCO Dog,
<br />(I„i) SITE SPECIFIC PRr7JECT5 S1AtL 1E I' FARED BY A FLORIDA RKWERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND I' &W41 MUM FOR WALLS WITH NO STUCCO, AM MAY BE HEADED SCREWS OR ALL THREADED SGRENS W/C, HEAD,
<br />ENGINEER OF RECORD (E.O,R.) FOR THE PROACf AAA WHO WILL BE RESPONSIBLE FOR THE
<br />WITH WING NUTS,
<br />OF RECORD. AL"nNG S A TED ENGINEER TO THE
<br />PROPER USE OF THE P.E& ENGINEER R . AS f I EGaI
<br />NG THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />PEAL E SWU.L SLI7�.Nt' T1}
<br />DER,
<br />A,3 Id CASE THAT PRECAST 5°T P PA - OR WOOD BOARDS �' FT>I:INO ON THE
<br />DOSTING WALL IR2 Fes, 94CHORS SHALL [SING MUDk TO REACH THE MAIN STRUCTURE 9"WO SUCH PA T,3=
<br />(e) TINS PXA SHALL BEAR THE WE AND ORIGINAL SEAL AND TURF OF THE PRMMNAL
<br />ANCHORAGE SHALL BE AS MENTIONED IN A.I) AND IN A21
<br />ENGINEER OF RECORD THAT PREPARED IT,
<br />(9) 70 Dam= {)LN N1c1F RLCStlC 'Wu AS1M cr9D
<br />14. SHUTTER MAMUDOUREn LABEL SHALL BE LOCA70 014 A iEADLY VISO WMM R S14RLM
<br />- t/4 ♦ TAPCtMI AM'7£HORS AS MtIANUFAC'I'URDi 8Y I. T. W. OVUM INC.
<br />PANEL. � IN ACDORDIANDE LLIILM ITGI 17IOA2 OF E8NAVA, BUIlIDIN6 CODE. LINE 1ABE
<br />SFDI[.L I P E'4EiCl OPE71IiB. lA8E�.1NG TO MXSMi>LY TITfH SECi'IWI itiO.Bi OF THE
<br />- 1/4!' 4 x 7/8' CAY-14 ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC.
<br />DINID
<br />RAfamA BiI.D.LG COOL
<br />- 1/4"0 X 3/4• SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW, BOLT a SPECIALTY CO.
<br />- 114-10 PANELMWT£ FEMALE LID AND PAMEUVVDE !PLUS ANCHORS, AS MANUFACTURED BY EILCO OONS'IRU£TION PRODUCTS,
<br />- 1/4' 0 ZAMAC NALLN MANUFACTURED BY F INC.
<br />/ ANCHORS, AS POWERS FASTENERS.
<br />0.1) MINIMUM EMBEDMENT OF TAPCCNV ANCHI ELCO PANSAATEE AND ZAMkC NAILAN ANCHOR, INTO, THE CONCRETE
<br /><� FLORIDA BUILDING CODE Non H1 h votooft HUNYTeano zons)
<br />MOM UNIT SHALL BE 11/4..
<br />d,1YR1s TA113x1', ac FJL4
<br />f` 24 QAM CALVMZM STEEL STf0 PANEL
<br />6.2) CA.K-114 A SOLID -SET ANCHORS A L BE EMSEDDEIO 7/a' PRO THE CONCRETE BLOCK UNIT. NO EM8EDMENT INTO
<br />DRAWN w
<br />-
<br />STUCCO SHALL aE PERMTTED. It/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOT D STUCCO EXIST
<br />I! L'. � � PROTECTIONPROTECTIONPRODCNCTS. LNG. OA1E
<br />I AND I' MINIMUM FOR WALLS WIN NO STUCCO.
<br />"` INC•
<br />IRSIN NO COM ANr UAW-
<br />-D T9:7A�A9sIr.
<br />8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS B FOUND ON THE
<br />agYs n_
<br />'a. � L[7.�' .«• R(r :,Y.11 role, a-axxa. Axe a pep,P]=Cea1 � {Lsl v-'ate: F,r,+t {arxpL�-eoN17 15-0 22
<br />EXISTINC iMu.tp ANCHORS SHALL BE LMLHKN ENI,1Ltr#i TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,
<br />M040RAM SWILL. BE AS MENTME'D IN 8.1) AND IN 8.2)"
<br />- ellyy _,L T[u1:e P sesGEla , OF t9.
<br />E-Z HANGT PANEL SYSTEMS
<br />fSCALE 1/2-1 )
<br />1S.125' (TOTAL :SWUTH)- .2..187" -
<br />Y2MO' (EFTECTIVE MI :793'
<br />Sr1'4 it°'7w, SS STUD Arym
<br />fP, =- _3€ .17 ^ $ o 1/4
<br />.%R6' OM' C. a 1J2"
<br />1
<br />`
<br />0.CYw4" WIN, TNCNC 6•� x. i � 3.375'
<br />GALNA1w2Et71 STEEL
<br />As%M AaTYP 00 m
<br />zooct' :RI64"
<br />i, t
<br />I �
<br />1
<br />N91at,MAM
<br />[ 5
<br />.mil"
<br />F.s25
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<br />ra-69 GALV, r
<br />4ar: D84" f. xila
<br />=125
<br />�'w'T' 3i5
<br />ft PAN
<br />PAaLs SHALL BE IWANLIm eLYrxrs
<br />FROM LEFT TO RIGHT W/ 112' LEG
<br />AT €10 AT LEFT SIDE OF PAPAL . HIE/LC1!2 "'"` TRAL'YC A►NGi.E Ifni' T'II[i
<br />top a`xR'
<br />PAIY$L Ei>i 0 70' GAPAHBL 1.YUiEZED S"TET.T,
<br />• '
<br />200
<br />4.625 0
<br />..
<br />.250'
<br />1 7' 9,625'
<br />ROUNDED CORNER o ENDSOf PANELS ` s i
<br />END UP W:. HEMMED EDGE. 1 . , `
<br />(1F-T.5) .375" ' TIP. 90Titm MAIL j
<br />_ - OF PANEL.
<br />Eftli .1557' ., � KEY HOLE r4SHF�
<br />3.350
<br />.D72" .. (•7 3sD;.'-H1s4 A.L., ALLOY �6 ,KEY H€3�..E Ai IILHE.
<br />2.1 4'
<br />.091» .813'
<br />126*
<br />4.25ir
<br />w
<br />F ,
<br />,193 .ISO".
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<br />3.SXIO rY.dilY A
<br />"" : • c _
<br />' 50' �""""".� 0H2". ,-:.:.: {U..E ONLY FOR � 2 Fi+NNG STORM PANEL
<br />it*2i' - - : 3- ALUM, ALLOY
<br />1.
<br />1.T25'
<br />2.r1K70 1U00 * .723' SIR, -•-
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<br />E.D. •let DISTANCENOTE FOR A.TN.. CIF` '.. LR45;
<br />(SEE SCHEDULE ON TOP & BOICIOM MOUNTINGS CAN BE
<br />SHEETS 9 dL 10) COMBINED IN ANY WAY TO SUM" ANY
<br />INSTALLATION,
<br />4'x6' MI6.) e70STING W7XLD
<br />BEAM STRUCTUIUE-
<br />ADEQUACY OF 06PM WOOD
<br />BEAM TO 6E CERTIFIED BY
<br />REGISTOWD ENGINEER OR
<br />ARCHITECT PRIOR TO SHUTTER
<br />WSTA IATTON.
<br />in. SFFARPYTION t "L' Akou
<br />T4 CYA55. I PANEL LENCTTI
<br />SEE St:HE1XIL.E I
<br />ON SHEEP 3) i (ON )
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<br />RXANCfVTE •,,y 1
<br />(SEE SCHEDULE ON'
<br />SHEETS 9 17IRUUG1t 10}
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<br />TOP & BOTTOM t�UNTiNGS CAN BEPRESSURE RATW {p.s.f) AND PANEL LENNCTFHS
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SH 3
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE, No 2. W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL..
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<br />(SEE SCHEDULE ON TOP& BOTTOM MM0UINTNG CAN BE
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />L Lk-
<br />FAE'L LENGTH
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<br />OVERLAP BEYOND CONCRETE. CONCRICI F z4" WOW FRAM �`' S` Mxlc f 4)& �*
<br />OPENING we"BLOW (A *OOD ORATEYAM
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<br />9I5-79 NAY" CiaNt`. LOAN, -
<br />ANGLE W71R 1/*'#
<br />TAPOON O 12' O-C. t"
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<br />S ID -SIT OR CALK__w
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<br />SCHI ON SPIRITS 4,
<br />101 NN it
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<br />SCALE I/4•=1'
<br />VA.1D FOR DIRECT MOUNT 1NSTA.IATION ONLY A
<br />CERIF m PANEL IIS'TA.LJAT'm AT WADS W/
<br />SURFACE LEVEL VAIATIONS WTIfiN 3/4
<br />FLORIDA BUILDING CODE
<br />Son >y/ A(r�f09O1 FRONT ML
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<br />DESIGN
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<br />ANCHORS (SEE SCHEDULE ON
<br />9HEElS % 10 *11)
<br />tl
<br />1/4# 3/4, 4/5. 5/5 & 6/5
<br />T W/s, 2W/6, SW/7 & sir
<br />u"' MAX
<br />11 1
<br />s1It
<br />1/4. 3/4. 4/3. 5/5 & (1/5e
<br />2/4 I°W G. 2w 6. 3W Ik 4W
<br />--------ANCHORS (SEE SCHEDULE,ON STEM 9, lO &11) --� --- -
<br />REGULAR _ STORM_ PANEL ELEVATION .
<br />F.687 N=T.S. I/4 Mmrc.
<br />4 i L . 1M4xI�AiItlI P A C T AMEN LEHMGIH1 Frig GIVEN POSITIVE t� MOAO
<br />L-: MAX, ISK#I. IEJNM"IF1 FOR A GIVEN IEYaRTAE Au.D. D IeSM GiQAD.
<br />(2) PROCIVURE TO DEFEAMINE MMAN FWaL LOCK
<br />GIVEN A PC,tWi hi€ AS OMEN L 04% DES :i PANM L€)WH 'L+' FROM „
<br />GIVEN A NNOGIVIAE A.= D€SKIN LOAD, DETERMINE WOVIA&I PMNQ. LENGTH `L-' FROM SCHEDULE
<br />RMIL VAMWAI ALLOWABLE PANEL UE NGRT IS EQUAL TD THE UNMAM DETERMINED PAND, L, Mt1TH
<br />BETWEEN 1+^ Me 1�•.
<br />($) SEE Sd€sZpUL€ BELOW FOR LAN, PANEL. LENGTH FOR POROSITY 1 AM~M
<br />I _ _ INTO WOOD AN UMTIED TO * 96 P.a:.Y. MAX. AS0. DESIGN P&rFS�'URE RATAO
<br />FOR WX A.&O DESIGN LOADS 41 A" PANEL LE OMM MR
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<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A,&O,
<br />DESIGN PRESSURE RATING (P.a f) AND PANEL LeCtRE
<br />AS PER SO4MLES ON SHEET 3 (EXCEPT FOR
<br />ALTERNATE 2W")
<br />2. FOR NEW WOOD FR ME CONSTRUCTION:- WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENISITY OF O•SS ON EQUAL.
<br />I' MOL SMAARA11014 TO GLASS INDICATED
<br />ON SHEET 3 MAY BE REMO TO 1/4
<br />AS LONG AS THE
<br />ARE C,OMPYJf:L1 YdnH:
<br />(1) Mif)IMLI;1 ASO OEM -PRESSURE
<br />RATING E +am -05 o.4a,
<br />(2)' MAXIMUM
<br />STORM: PAWL LENGTH IS
<br />(3) S M PANEL INSTALLATION IS ONLY
<br />INTO AN 00STINO WOOD FRAME WALL.
<br />(4) INSTALLATION YARD ONLY FOR WIND
<br />24AES 1, 2 & 3 PER AMU E
<br />EIfA O&
<br />ra71s TJLYEC0. AW
<br />24 GAALE GiLYANLD STEEL STORN PAIEt
<br />4H,1i9 IT.
<br />PROTECTION PItOmM LLC.
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<br />)
<br />MAXIMUM ANCHORS: SPACM FOR WIN T D- PER SCHEDIXE BELOW
<br />1
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<br />PANEL
<br />LENGTH
<br />17
<br />)
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P°S.#.)
<br />ASS SRAOM FOR MIR E,D. PER SCHEDDUMLE IBLLOW
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<br />MAXIMUM
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<br />73"
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<br />13"
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<br />11 I/2
<br />1 (TOP)
<br />L€OR
<br />55
<br />13'
<br />13,
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<br />13'
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<br />73` 13'
<br />13'
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<br />73"
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<br />13'
<br />2 (TOP)
<br />13'
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<br />13'
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<br />13'
<br />13'
<br />13"
<br />13•
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<br />73'
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<br />6 1/4"
<br />12 1/2
<br />12 1/2"
<br />-
<br />-
<br />6 1/4'
<br />6 1../4'
<br />3 (NOTION)
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<br />5'
<br />4 (TOP)
<br />23"
<br />13'
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<br />13
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<br />13•
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<br />13'
<br />T3•
<br />13,
<br />13'
<br />13'
<br />13"
<br />73'
<br />111 1/2'
<br />5 (BOTTOM)
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<br />13
<br />13
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<br />6 t/4'
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<br />> 40 PSF TO 50 PSF 61--21
<br />> 50 PSF TO 60 PSF 51--10'
<br />PA wx PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS
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<br />SHEET NO.
<br />SH 1.4
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