|
Y
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VAUD FOR REGULAR, UFE
<br />SAFETY & E-Z HANG STORM PANEL 01) SYSTEMS
<br />I
<br />1 1
<br />M- OR Cp1p1ETE
<br />VARES 1 i ` 7,M4' WOOD rmw D►r w. H-14.OP
<br />& ® N¢WMe[0 906E-T6 ALLOY '. AItY.
<br />fml
<br />3 -
<br />INVOAHCUE 2* D..
<br />.� ±J�) TAPEC41 • 12' tlC. �•
<br />TOURED OWdKTL ,wwGMl ... lam!!
<br />M
<br />SoUufoa 2•µ• PaOo POAEO E 1 ,/4Y . , "re7APCON
<br />?2
<br />ANpIM tY O.L: 11(1,r
<br />2iie WOOD DR® �'+
<br />1
<br />RfaUlll[D _
<br />sIle CAP
<br />e_ 1
<br />.:. s .. 1
<br />M FLttQ -, i TAPCO. ANDMq . 1 1$;
<br />7. m
<br />K TLMMIE LEG DGTCHVARIES
<br />(1
<br />.¢
<br />r . V.4wcod:
<br />7�r
<br />90< L hA t+,• nlw. AXQ[ OR
<br />40V 31a6-Hi54 SIDE!
<br />POIXaG CONCRETE. COMCNIT
<br />1 --•i (_ YIY[a+ ,METAL I'M TENT PLATE BLOCK OR 214• WOOD TWA*
<br />F 1 4' K ::: 1'
<br />ltm-- t� : 1 IT.• i !-- (' i RLOUNICD
<br />jrOR ALL 2 12`l
<br />6oa7-TO
<br />' 1 4
<br />C0. ALINL MIQCOW. / Ya..
<br />Ile 0 �'P4'.
<br />0 t11
<br />Y Oc. G- Si05-Na. OR OOTs-n ratOY
<br />w/.McuNUT COAL AYm, NwXE
<br />CASE A (ELAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4•-1' SCALE I/e. I- SCALE 1/4'.1' SCALE ,/A..,.
<br />SQ D-SET OR C4Ut-0
<br />. , E7pTtT1O �.
<br />POVRED CO+CREIii_ 1RM At ORO A:A"
<br />__(3 , QR taNCE1E ow -70P, BORQI OR IMNF11M1E PLLI7 (5fE
<br />9.31( CMK9N3E YOCK OA � � VARIES 1 1 J ON 2'.4' w000 SIFT OF OPFMk SCHEDULE ON SLOE f.
<br />_ (MIN. PIVEL :. .� O i1MB I:OUP,ID AS APRXAlE 0 • I.)
<br />- OVERLAP BEYOND ?� PRAIE r Mt \9
<br />1
<br />OPL7'PNG m0'MJ . '� ?M, -.. • .
<br />.- -
<br />REOUWEb -.4 J. ♦ Yc� j/a
<br />/�,
<br />I tMRAs� ---(t ®L4% ,'-;) IeDrt w/ wlfilaRm rA0H1' •
<br />J
<br />S MALE I �� KWL (ruEYCBW, END PNNL)m
<br />X . 90- DISTANCE
<br />°� '� w ---
<br />CASE G (PLAN)
<br />'/--•� _ i,•�1 •f ,LG{\.QT±+M-A•I:Nn,,cI/4Y1a3OPUS
<br />SCALE T-
<br />Y°.`e.'c ,m�M1'
<br />IN
<br />FOR DIRECT ONLY
<br />�_!/MOUNTION
<br />,M,•rac •�:'' 's� VAUD
<br />��GENSE''l:✓9 CERTIFIED PANEL N6UUATIOh ATTWAUS w/a
<br />3% '• No. 44167 SURFACE LEVEL VARIATIONS WITHIN 3/4'
<br />FLORIDA BUILDING CODE Non High VdociN Hurricane Zone
<br />CASE E (PLAN) CASE F (PLAN) = orE OF � •am 1•>�. NC 24 GAGE GALVANIZED STEEL STORM PANEL N,
<br />SCALE 1/4'-1' SCALE,/4'.1' Sy ,P�. 'CDRIDP•.'4r -ok*N I`
<br />1L ECOLao. GLOBAL PROTECTION PRODUCTS, U.C. 07/amm
<br />TNNrf��SOyMM� aem f34 51 WNW
<br />QMI. it 35714
<br />t hw Wq =uM VI_,Aq PIIQt (W)Yq-76M, FAX T2 ,,,W-a B7 2D-17s
<br />PE sx Lao M+1Awm n ahemf7 W �.». .. -r �w ORM+6 III,
<br />A TN71 A- PL
<br />ROOMN
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL &NISTALLATIONS AS PER ALTERNATIVES 1W THRU 4W ON SHEETS 5 & 7)
<br />MAX A.5.0.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />MAXIMUM ANCHORS SPACING FOR E.D.. AS SHOWN ON SHEENS 6 8, 7
<br />APPLICABLE
<br />TO
<br />k ANY
<br />OF iHOM
<br />I MAXIMUM
<br />PANEL
<br />1EJIM
<br />i
<br />(m)
<br />TAPCON
<br />LAG SCREW
<br />PANELVATE
<br />FEMME RD
<br />PANEUATE
<br />PLUS(v.•.r.)
<br />,MOOD BIfilY1G
<br />Ir
<br />13'
<br />13`
<br />111 (R)P)
<br />13'
<br />13,
<br />it
<br />IS'
<br />13•
<br />IOU (BOTTOM)
<br />6 1/2•
<br />6 1/2-
<br />5 1/1.
<br />6 1".
<br />0 1/2•
<br />2w (LOP)
<br />_
<br />-
<br />1
<br />e 4
<br />t 2 1z
<br />6 1 4"
<br />/
<br />eqR.•
<br />( )
<br />OR
<br />LESS
<br />e
<br />e•
<br />s�
<br />a'
<br />-t3_
<br />_
<br />(nl7rlal)
<br />___i7V.
<br />� 1J" _
<br />IS• �
<br />_
<br />__.t3`
<br />`
<br />+fS,
<br />OR
<br />LESS
<br />13"
<br />73`
<br />t3""y-
<br />13'
<br />1T
<br />(BORON
<br />1 3
<br />tY
<br />13-
<br />/•
<br />3
<br />6, .
<br />/ x
<br />w �
<br />_-
<br />13•
<br />Ir
<br />Is-
<br />Is.
<br />SWIw
<br />M�.�
<br />(BOTTOM)
<br />6 1/2•
<br />1
<br />8 /2
<br />- 1
<br />0 /2
<br />-
<br />6 1 /2
<br />- 1 •
<br />6 n
<br />((OP)
<br />> ,_D.
<br />TO
<br />4 1 n
<br />a-
<br />B I Y
<br />/
<br />0 1/2-
<br />-
<br />(TOP)
<br />u'-s•
<br />4 t/2-
<br />•IJ2'
<br />r
<br />-12
<br />MOTION)
<br />to 7/2.
<br />9 1/Y -_
<br />12'
<br />12'
<br />e_
<br />w (TOP)
<br />,3
<br />13-
<br />tT
<br />—,Yr
<br />Ij2
<br />JIM MOTION)
<br />• SEE TABLE %i FOR MAX A.S.O. DESIGN LOADS t MAX. PANEL L£FKR6 WHEN SPACER IS
<br />USED. CORISPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. A.S.D.
<br />PRESSURE
<br />RATING
<br />J.I.
<br />(p )
<br />MMOAOM NICHORS S+ACM FOR E.a • AS SHOWN ON SHEETS 6 ! 7
<br />APPLICABLE
<br />TE1M
<br />0&4=
<br />OF iHMpl
<br />MAXIMUMDESIGN
<br />PANEL
<br />LENGTH
<br />fl.
<br />t )
<br />TAPCON
<br />LAG SCREW
<br />PAAEUf4TE
<br />FEMALE O
<br />PANEUMTE
<br />PLUS
<br />(FOOD susho46
<br />IS.
<br />it
<br />13•
<br />Ir
<br />13'
<br />1W
<br />Is,
<br />13•
<br />/r
<br />Is-
<br />r
<br />IOU (6anow)
<br />6 1/2•
<br />6 1/2'
<br />6 1/2'
<br />6 1/2-
<br />6 iJ2'
<br />NP)
<br />-
<br />T
<br />-
<br />e14
<br />u II i '
<br />a'
<br />6 1 4'
<br />-
<br />_OR
<br />(TOP)
<br />S•-O'
<br />LESS
<br />7 1/7'
<br />8
<br />- 7 1/2- --
<br />e•
<br />or
<br />-- `-
<br />r
<br />-- _
<br />3W (eonDw)
<br />-- Is-
<br />is"
<br />--- 13--•
<br />--
<br />-13'
<br />(+CPT
<br />+45-45
<br />TO
<br />.75. -73
<br />13'
<br />13'
<br />lY
<br />3
<br />is'
<br />(BOTTOM)
<br />13`
<br />13'
<br />t]'
<br />Ir
<br />10•
<br />W
<br />1r
<br />tr
<br />-- 13"
<br />it
<br />6 Ile
<br />AW (BOTTOM)
<br />6 1/2-
<br />6 1/2-
<br />-
<br />6 1/2-
<br />6
<br />b 1/2-
<br />6 1/2-
<br />(TOP)
<br />-
<br />6 Ile
<br />12 2
<br />6 Ile
<br />2W
<br />4 1/2'
<br />s•
<br />7 t/Y
<br />Tin•
<br />3W (LOP)
<br />r-p
<br />s•
<br />/2
<br />5•
<br />a'
<br />- ---'
<br />3W faDRou)
<br />13'
<br />5 112'
<br />40 (TOP)
<br />,r
<br />13'
<br />tY
<br />,3'
<br />10'
<br />4w mm")
<br />• SEE TABLE f 1 FOR MAX. A.S.D. DESIGN LOADS A MAX. PANEL LENGTHS WHEN SPACER 0 IS
<br />USED, CORMSPOWNG ONLY TO ALTERNATE 2W ON SHEER 6
<br />JwA.l;L
<br />a
<br />A.S-O. DESION LOAD
<br />�NPMEl
<br />40 PSF OR LESS
<br />6'-6'
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />> 50 PSF TO 60 PSf
<br />51-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE FpAkE ID OR PANEL MATE PLUS
<br />ANCHORS g W/ SP AtN %Q, 1/2' O.C.
<br />I/4Y TAPCON.
<br />ANCHOR a o' D.C.-
<br />INSTA LOTION DETAILS
<br />INTO POURED CONCRETE
<br />.. POURED
<br />lkOCX
<br />if f BEGUN"
<br />FOR UFE SAFETY
<br />PANEL
<br />n
<br />ON CONCRETE BLOCK
<br />STRUCTURES
<br />,/a-s tAPCON
<br />ANCHORe 9 0C
<br />-
<br />/
<br />POURED
<br />CONCRETE& OCk
<br />REQUIRED.._
<br />ff: {�j\)
<br />2
<br />3 _r
<br />0112
<br />1
<br />)
<br />I'd
<br />I
<br />1
<br />1
<br />Qt
<br />I
<br />I
<br />1
<br />th
<br />- �
<br />1
<br />S �rvwsnrav
<br />1 rmm alet rd!
<br />I
<br />I I
<br />Sil Y' WAS.
<br />i
<br />ISAM"i.I j
<br />LENGTH
<br />-I'-W _ _ tt..
<br />_. _.I
<br />- --
<br />SVE
<br />(SEE EM7
<br />1' IOU,.
<br />t2n
<br />ON SHEET t?)
<br />EI16fllG POURED', LO A
<br />CONCRETE BLOCK
<br />CONCRETE BLOCK
<br />REQUIRED '
<br />IS 12 tn' o.2L7E n-
<br />ANCNOR ,D.
<br />SEE 94CM I9 A. 1/ NOR ANCHORS TM a W0904 FOR
<br />a6GUdaMS YRO wa00 PRATE NULONM
<br />MfAAAY ANCHOR 9MCN0S AND ,ANWLA, I= DIVAMX
<br />ARE NONAIED ON 1N9 SCHEDUL MR E.0 LESS I-
<br />IMATED ON fTQ=a REDUCE AMAIOR SpACNa BY
<br />MM.WEtm S►ACM SHOW ON 304DULE BY IE
<br />muco•+D FACTORS. FDA us CPBMIION 70 WE
<br />REDUCED, S'PPCB16 WAND UW FACTOR sH LL NOT BE
<br />LESS THOU MKMLAI ~NC fa MMI) FOR EACH ANCHOR
<br />TM ON THIS SOUDIAF-
<br />,Je 4
<br />t/41
<br />Nlolow 1"FUN
<br />tAlml
<br />MIMRI mom sm" W
<br />S
<br />S
<br />IMMSM,MMW Otn•Y O.)
<br />]
<br />3
<br />3
<br />3 In
<br />a 0-11 awP•M tw,• (NJ
<br />JWAIL Si APIR RAT
<br />Nam
<br />'Ir
<br />O3e
<br />_-
<br />-- a
<br />-
<br />r
<br />oaa-
<br />,.m
<br />3'Ir
<br />-
<br />-
<br />1 , /ATI i
<br />*-SEPARATION 1
<br />1 TO CLASS. _
<br />0..
<br />/aY-SO1�r,'�ATB
<br />AT
<br />1r 7
<br />EIUSTR)4,R
<br />GwPPE1R.iD'
<br />1
<br />ccwa R t
<br />,
<br />1 i
<br />MAX
<br />PANEL IVATIO 6
<br />Y i
<br />ELEVATION
<br />_T
<br />ON
<br />ON SHEET 12)
<br />A I
<br />I Ti
<br />E
<br />fXISONG POURED
<br />COCRETE
<br />1
<br />1
<br />-
<br />CONCRETE BLOCK
<br />REQUIRED. i'
<br />� �
<br />(fFVO'O1 .
<br />PANEtwit -_"A _,-
<br />AW24OR (BEYOND)
<br />WALL MDUMOM
<br />SCALE 3/8-1-
<br />BUILDING
<br />fLORIDA BUILDING CODE
<br />MAXIMUM A.S.D. DESK{ PRESSURE RATING (p.s.fa_ AND CORKSPONDiNG MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 rY 5)
<br />MAX. A.S.D.
<br />PRESSURE
<br />11.I11;
<br />((P17
<br />MAXIMUM ANCHORS S'/CAq FOR MIN E.D. PER SCI,EDUIE BnOW
<br />AIN•lX'AB•E
<br />t
<br />/AUOINMIF
<br />ID
<br />AIL)
<br />VAX. AS.D.
<br />DESIGN
<br />P
<br />RATING6
<br />MKVM W ANCHORS SPACING FOR III LO. PER SCHEDULE BnDw SO
<br />APPIXAMU
<br />YANYLR/
<br />LENGTH
<br />')
<br />TAPCON
<br />SOLID -SET
<br />PAHELAup
<br />P
<br />ZAM C-NMIW
<br />GLK-01
<br />rAPCON
<br />SOLD-SET013-13r
<br />P h
<br />Pm
<br />2NMC-NWYi
<br />CAUL-w
<br />OF /NfAI
<br />W
<br />W
<br />m
<br />m
<br />m
<br />ToPAM
<br />a M
<br />m
<br />m
<br />w m'OkII
<br />W
<br />f
<br />OR
<br />L65
<br />t3'
<br />13'
<br />t3'
<br />Ir
<br />13'
<br />Ir
<br />11`
<br />73'
<br />13'
<br />i]`
<br />tY
<br />il'
<br />1 P )
<br />S'-C
<br />dl
<br />LESS
<br />+ . -45
<br />TO
<br />+60. -55
<br />lY
<br />1 S
<br />1r
<br />13'
<br />1 r
<br />13'
<br />, Y
<br />13'
<br />13 '
<br />11 , n
<br />I )
<br />OR
<br />SOR
<br />1OS
<br />tl•
<br />-T3•
<br />Is,
<br />Ir
<br />Ar
<br />13,
<br />Ir
<br />13•
<br />is-
<br />13,
<br />,3'
<br />iJ•
<br />, (9O1TO1)
<br />13'
<br />,Y
<br />1r
<br />13'
<br />Ir
<br />it
<br />13'
<br />Ir
<br />Ir
<br />t1 i/2
<br />,fwrm)
<br />Ir
<br />Ir
<br />Ir
<br />13'
<br />13'
<br />tY
<br />Is.1Y
<br />IS•
<br />13'
<br />t 1Y
<br />T PION
<br />U•
<br />Ir
<br />13•
<br />IY•
<br />Ir
<br />1]'
<br />tr
<br />tY
<br />13•
<br />11 In
<br />2 (TOP)
<br />U'
<br />it
<br />,3•
<br />s'
<br />1]'
<br />Ir
<br />3
<br />, •
<br />7
<br />1 •
<br />]
<br />tY
<br />•
<br />3
<br />z BOT1W
<br />( )
<br />,J•
<br />,r
<br />,r
<br />,r,r
<br />•
<br />1 •
<br />]
<br />u-
<br />1r
<br />,Y
<br />11 ,- n
<br />2/3' (eoTtal)
<br />r
<br />s
<br />3
<br />3
<br />r
<br />J
<br />'•11
<br />_,
<br />(7oP)
<br />3
<br />3
<br />r
<br />3
<br />1 1 n
<br />3,Y (TOP)
<br />-
<br />-
<br />72 ,/2
<br />12 t/4
<br />a ,/4'
<br />6 1/P
<br />2 1
<br />17 1/2
<br />-
<br />-
<br />6 ,/,'
<br />6 IJ4•
<br />J (BORE/)
<br />-
<br />-
<br />1 1/2-12
<br />1/1
<br />a 1/,•
<br />6 1/4-
<br />12 1/2-12
<br />i
<br />-
<br />-
<br />b 1/1'
<br />6 1/1'
<br />3 (BOROMd
<br />r
<br />B"
<br />6'
<br />B'
<br />6'
<br />6•
<br />6•
<br />e•
<br />e'
<br />6'
<br />6'
<br />7 +J2'
<br />4 (TOP)
<br />e•
<br />5 1/2•
<br />8'
<br />1 e'
<br />8•
<br />b 113-
<br />1 6•
<br />7 IJY
<br />a•
<br />IF
<br />a•
<br />S'
<br />4 (TOP)
<br />13•-
<br />13`
<br />1J'
<br />_
<br />r
<br />6_
<br />(BOTTOM)
<br />8'
<br />13
<br />]
<br />1Y
<br />---
<br />1
<br />8•
<br />9
<br />a•
<br />a'
<br />6•
<br />4 00T1OM)
<br />Ar
<br />13'
<br />V tl'
<br />Ir
<br />Is-
<br />1.3 -
<br />Ir
<br />-_.
<br />is-
<br />_
<br />IY
<br />tr
<br />5 (TOP)
<br />Ir
<br />13,
<br />Ir
<br />,3
<br />-
<br />,Y
<br />-
<br />13•
<br />t3•
<br />--
<br />Ir-
<br />---it
<br />13'
<br />1t t/2
<br />5 {llXh
<br />--is '_
<br />-
<br />1 '
<br />, "
<br />_ J
<br />U'
<br />-
<br />; -
<br />3
<br />Ir
<br />t3'
<br />•3'
<br />J_
<br />-
<br />3
<br />(BOTTOM)
<br />3
<br />r
<br />--
<br />r
<br />3
<br />s
<br />,r
<br />t J
<br />(BOTTOM)
<br />a (10P) -
<br />1]'
<br />73
<br />13'
<br />1]•
<br />_3
<br />13'
<br />1 ,]'
<br />__
<br />t]•
<br />_
<br />13'
<br />-
<br />tr
<br />6 I/e
<br />,J'
<br />6 ile
<br />6 (TOP)
<br />a a0'IT.••)
<br />13'
<br />tr
<br />IY
<br />Ir
<br />Ir
<br />1J'
<br />13'
<br />IY
<br />_
<br />Ir
<br />11'
<br />t3
<br />tt In
<br />-
<br />6 Ile
<br />6 11C
<br />6 Ile
<br />6 1/4-
<br />-
<br />-
<br />-
<br />_
<br />-
<br />-
<br />6 I/e
<br />6 t a'
<br />8 1/1'
<br />1 1/1•
<br />-
<br />--
<br />� -
<br />-
<br />6 1/4'
<br />a Ile
<br />6 (eOTT.••)
<br />tr
<br />S•
<br />Is-
<br />10 In
<br />Ir
<br />T
<br />is'
<br />'r
<br />7 1/2
<br />5 1/2
<br />13*
<br />4 I/Y
<br />I (TOP)
<br />,•
<br />SO
<br />te-e
<br />is'
<br />r
<br />1r
<br />13•
<br />Ir
<br />B in'
<br />IF
<br />a 11F
<br />9 In•
<br />6 Ilr
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<br />10 1/2
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<br />1 (BOTTOM)
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<br />,3'
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<br />9 1/2
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<br />6 1/4'
<br />1 1/2
<br />12 In
<br />-
<br />6 1/4'
<br />1 1/4'
<br />3 (BOTTOM)
<br />3"
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<br />6 i/4•
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<br />6 (6OTT«)
<br />YE SHEET 11 FOR ANCHORS TM a SPACOAC FOR 111STALAnOa INTO WOOD rMAE SLOaM 3-
<br />• MUMN AmOAW1 SPAC010S AND MIMIAI EDGE 0177AHM AWE RACRTW ON THIS SCHEDIAE FOR ED
<br />LE6f b" 4"XIED ON SCHEDULE REDUCE ANCHOR SAAC94 IN IAA71RLY0AL 9PAC'a9 wow ON
<br />SCHEDULE ar Tot TOLL66PO FACOW FOR THIS OPpIaOM 10 IS POSSWILL RFDMCID S►At
<br />09,ARf.D USM FACTOR SHAM SKY! BE LDS THAN MAIMM H4ONC FpWFO TED R FAQ, AMMIM TYPE
<br />m THIS SCHEDULE .
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<br />7 Yr
<br />,OO
<br />^ SPA(3ND5 gHNLY tIAL0 WHEN SPACER IS USED. SEE T(,LBLE /t FOR MO. HIS.D.
<br />DESIGN LOADS k MAX. PN4EL WHEN SPACER fit+ IS USED.
<br />r MAA.
<br />D.M.,(j), INN.
<br />VorO - ----- - -.. __._.- ---- - -- - -
<br />0 0 0 0 O 0 a
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<br />� I 1
<br />UBlF
<br />{/ A
<br />LSO, DESIDII WAD
<br />�MPANEL
<br />40 PSF OR LESS
<br />6, -Ir
<br />> 40 PSF M SO PSF
<br />6'-2•
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE Y VALID FOR MSTALIATIONS
<br />W/ SOLID SET ANCHORS k W//" SPACER AT 12 1/2- D.C.
<br />.ANCHORS (SEE SECTIONS ! ALTERNATIVES ON SHEETS 13. 14. 15 Art O) +1_-
<br />R-IA/13. R-2A/13. R-3A/14, R-!/13. R-2B/13. R-3B/14, 3- WAX.
<br />R-LAW/1% R-2AW/15. R-3AW/15. + R-16W/15. R-29W/15. R-3EI141/16. I, rw
<br />L/2
<br />t 4"e-20K1• SS. SOLIS Wo i •L•
<br />I (USE FOR PAMEI LENGTH - O - !I PANEL LENGTH
<br />REGULAR STORM PANEL. I .REGULAR STORM PANEL E-a• a 440A, -40.0 p.•.T.
<br />(W! OFEPII► WD PANEL LllM01N Bar)
<br />LIFE SAFETY STORM PANEL 7'-e' a +60.a -54.0 PAT.
<br />,
<br />- OVERLAP WD PANEL LEHGIH BOLE
<br />I (W/O T)
<br />A A. USE 1'-BMISS. PANEL LENGTH
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<br />._:.___ __ __. G _. __._ .__, , - _- PANELNf� BOTTOM - V�_.___. O ,-_-.___ _ ,_. i 6•
<br />D.M., 3 - > _ yP✓ -
<br />O'..__ t-
<br />OrO WING No AT ...' 01TERIOR WING NUT AT
<br />Y MAY LEFT PANEL RIGHT PANEL 3" MAXIt INSTALLATIONS ONLY VALID FOR WIND
<br />I' tIN. R-tA/13. R-2A/13, R-SA/14, 01-1B/13. R-2B/13. R-39/14. I' MN.! SPEED LP TO 170 p.n.
<br />R-IAW/13. R-2AW/15, R-3AW/16. R-11901/15, R-26W/15, R-313110/16_
<br />----ANCHORS (SEE SECTIONS & ALTUDMITNES ON SHEETS 13, 14, 15 0IS) -_. - -
<br />___ _.-I!e ;AT. GAP
<br />). LIFE SAFETY STORM PANEL C1� ELEVATION (t)
<br />(/7�� SCALE 1/4'.1•
<br />-. REGULAR 2.6a7 '�, REGULAR
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<br />STORM PANEL OAk OL1JbJP •t E �'/) STORM PANEL
<br />__-___::_- ,__________---------
<br />--------------
<br />MAX
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<br />1
<br />UFE PANEL '"'. * �>♦ = FLORIDA BUILDING CODE Non High Velvelty Nu and
<br />EXTERIOR "m we /ORIDA - � r 24 GAGE OALYA}IZED STEEL STORM PANEL
<br />sS�y.� •....... G��a4I, a INN
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<br />j .m6 S.w. 5, It w
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<br />- 1
<br />INSTALLATION DETAILS
<br />INTO
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<br />WOOD STRUCTURES
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<br />;ISS ELEv4 N110N N - ; 1 1' YeN. (SEE DivAIroN
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<br />n '.... ! TMNn LENOni j I ... ON St#ET 13) U i _ PANELNTH 6 OH 3
<br />(SEE ELEVATION p r. -..-_# ...__ ,. - r .-.,.. �'} (SER I_ .....; SNni 13
<br />ELEVATION
<br />WMEE; 12)
<br />ON SHLEf /2) it 1' hr- A.__ _ a-. .
<br />-. `-'SEC CLASS - j - - -- '- - 1--
<br />ry STOP GLASS L ' V? 4--SEPAPATICN-- - t' IT t - O p 1 1W,. 1 1
<br />11 70 GLASS. I I 11--SEPARATION - -
<br />- I • I 6• .. rl Lf 1 TO GtA55. I _ 8'
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<br />floga UsAil�fF Y.. R Pi@btE1
<br />WALL MOUNTINGS
<br />SCALE 3/6-1•
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<br />t, INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN
<br />PRESSURE RATMS (RP.() AND PANEL LENGTHS AS
<br />PER ELEVATION ON SHEET IL
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD
<br />TO BE SOUTHERN PINE No 2. W/ SPECWIC
<br />DENSITY 0.55 OR EOtAL.
<br />i cL� PANS
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<br />SCALE 3J8.1`
<br />FLORIDA BUILDING CODE Non High Velocity NYrricotu, Zone
<br />mma /4]so. NG 24 GATE GALVANIZED STEEL STORY PANEL
<br />PRD1EC110H oMe
<br />=COyC Aw b, PRO
<br />lip 3w a ,s atPNA, NfI„ n a,w aai. rl s7au 20-175
<br />. asH -nM r.: W Pn-,w RaNC (254)w-1M0. Aw (WITH-P7eJ
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<br />MAX. A.S.D. MAIIMIW ANCIIOIIS S+AL'11G FOR NII E.D. PER SCIEDIAE BEICIY �PU01BlE /YUMbAJ MAX. AS.O. IIAXBWM ANCItORS SP.ALXNG FUR INN ED. PER SC/EDIAE BELOW �'� IN1tYBN
<br />fNES51ME TAPCON SOLID -SET q �� IMNf -NAOW GlX-at « �II,i tEtw7H PRESSiME TAPCON 9FYID-SET � SAMAG-NA0.M CI1K-IN t � LENOtH
<br />RATING m m m w m 4• RATING 1'
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<br />, • 1 I tOt 61 6t 271 1 1 2
<br />,Y 11' 73' 1J' f3' fY 13` , 13' ,T` 73' t0 O� 13` 5' i3 n 13' Ir / n S n 13' /
<br />_ tY t1• 73' 13• ,Y tY t3' tY IY t2• 13• 10' , (9017d1) tr a ,n` t]' IY IY 9' tY 9• 10• 7 t/Y fY 6' 1 (BORON)
<br />,r ls• u- ,r ,r ,r la• 1r n• tY u• ,tl' T (TOP) u• r ,Y ro ,/2 IY a ,n- u- a ,/x' 7 1/Y s t/x• u• a ,/:• 2 (TOP)
<br />tY 11' t3• t3• 13' tY i3' IY 11' tY /Y 10• 2 (BOTTOM) 17• T 13' ,3' IY 9 ,n' 13' 9 ,n' 0 to 7 t/x' Ir 6 ln• Y (BORDMj
<br />1/2' I 1/2'
<br />• 3 13" 1 t 91 13' B 0 71/2' , 3
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<br />] It- S 7S' J r S ) 7
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<br />!• .?�_ ._°•. d- .. a-
<br />7'. �� .. _e• •Ill• 4 (wP) LESS 7• _..3•_._. � ._ 5....1/F 7• 3 ,/2' Y _4_ , In• J' 6 IIY 1 tn• 4 fIOP)- LESS
<br />e•_ - a- - e' e• e' e' = B - a (aonw> e•_ - e ,Ji• - e• - e- _ s ,n' - r _ - , tBortoN)
<br />- - B 112' , , , " 1r t 9- ,a u- 6• 5 (TOP)
<br />1 ' Ir 13, , 3 3 ? ] o (T1X+) r ] Y 3 3 ] 3 1
<br />- - -- _ -_- -- - - t/2' 41/1' 10t 7t i• r r' i• ,• 9 _ ,'_ s
<br />1 ,• , - -, � Is- 1 - i tY(BO1tOM) ] ] ] 3 u' /2' /x' J e'
<br />] r 3
<br />13` I 11• 1a' 13 13' Is. IS" Is' t3' ,Y 13' f6' 6 (10P) ,7• S' t3• to t ,3' 6 In' 13• 5 IJ2' 7 ln' S 7/Y lY , ,/2' 6 (roRj
<br />>+q, -6D 0 / ,' 6 1/a' 1/4• 6 T/1' 6 (BOR«) +>�-74 - - 6 i/4• 6 1/4' 6 t/a' 8 //a• 0 1/,• a t 4' - - 6 I/,' S t/4' 6 (BOTT.")
<br />+73. -75 13" 7 1n 1S ,3` 1T ICI• Ir IV._ 6' tY 5 t/ 1 flop) +t1A-119N t3' S' t3' 10 ,/2 it 8 I/Y ,3' 6 iJY 7 t/Y S
<br />1S• 7 t12' t3' t3' T3' 10 t/2' 1r iD to t 1/2` a' it T I (BOTTOM) -1J" 6 IJY ,7` t3' tr I. Ir 9• f0' 7 1/2' _IJ" 6• I (eortolq
<br />IS' 7 in" tS' 1Y ,T ,r 'r to' 10' II' t%2" ? (10� tJ'10 ,n 13" 6 11r. 1J' 6 1/2• 7 I/2' S 1/Y IS• a 1/2. 7 (TOP)
<br />t3' 7 t/2' t3• tT ,3- ,0 1/i ,Y 70 t/2 , 1/2' a' tY 2 (BORON) �tY r +]• U' ,r 4 ,/2' ,r 9 t/2' 0 r/2' 7 tn" tr 1 1n' 1
<br />,]• 7 I/2' u' u' ,3• +a ,/2 1r Io In „ tJ2 6' u• r s (TOP) �.�. ,Y _T Ir u• tr s ,J?• v' a ,l2• ,o ,J2- 7 1/2• >s'-r
<br />1? 1/1 t2 ,/ 6 1/1' 6 t/,• ? IJ2 6 1/1• 6 t/," b 1/4` 3 (BOTTOM) TO _ 1 7/2'12 1/2 6 1/,' 6 1/4' 2 1/2. 6 ,/,' - - 5 ,/4. 6 1/a• 7 (BOTrON) ip
<br />7 tn' ] i/Y e' d• 7 1/2• _ 4' 8' 4 ,/2' S` J ,/x' T_ 3• 4 (TOP} J' 6' S t/1" Y 3 7/Y Jr 4' ♦ 1/1' !' 6 In_•7 1/?' 4 (Tap) 'r_0•
<br />8' - 6• - a` / (BOTTOM) 5' - e tna_b'- Y - 4 (BO,TOM)
<br />ts' 7 ,/?' ,r - 9' 17" 9" 10' 7 i/Y 13" 5' ITOP)
<br />17` 7 In• t]'-13' t0 1/? , tf2 B' 13• r S (89170M) +3' r ,3' tJ• q' 0 t/2" 1T 0 1/2. 10 In_ 7 1/3• ,3� 6 (BDI+ptJ
<br />,7' 7 1/Y /3• Ir +Y 10 t/2 ,3' ,O t/2 i1 t/1 a' tY r ! (Ta) ,7• S- i3• 13' 0 I/2' tY 6 In' 7 ,n' 3 1/2" t]' , t/?• (TOP)
<br />6 t 4• 6 f/,' B t/1- 6 1/4' 6 1/,' 6 t/f' a (9DIT.••) b t/a' 6 t/4' 6 1/4' ,/4' • 1/1' 6 (BOLT.••
<br />TEE SLIT ,i roll ANI2,OIf HALAL ♦ lWYO fw »Lj,ALIAIIONs Ono wOm FBt6E IIRDe10[
<br />REGULAR PANELS
<br />TEE SLIT ,i roll ANI2,OIf HALAL ♦ lWYO fw »Lj,ALIAIIONs Ono wOm FBt6E IIRDe10[
<br />REGULAR PANELS
<br />• fIArKAY M,NCtOR 9MCM6S AND MPNAAI � Ob7AAOl AIR P411Gi[D ON INS 9QMLOYLL FA EA
<br />LDS LIMN XOCAED ON SQfA4E IED.ICE ARDOR SMf3NC F WI.MLYMC SF1KfNe eN0R/I ON
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<br />INSTALLATION DETAILS FOR UFE SAFETY PANEL
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<br />INTO WOOD STRUCTURES
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<br />4nom tuEDP. Nc F.r,
<br />I. INSTALLATION ARE ONLY VALID FOR MAX. AS.O. i'$•. STATE OF •j�oc 24 GATE GALVANIZED BiEEL STORY PANEL wP1 en
<br />DESIGN PRESSURE RATINGS (pg.t) AND PANEL 3 O,I:• F[OR -� GLOBAL PROTECTION PRODUCTS, LLC. O1M�70
<br />LENGTHS AS PER ELEVATION ON SHEET 12. IL ECOTat. DARE
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<br />INTO WOOD STRUCTURES
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<br />4nom tuEDP. Nc F.r,
<br />I. INSTALLATION ARE ONLY VALID FOR MAX. AS.O. i'$•. STATE OF •j�oc 24 GATE GALVANIZED BiEEL STORY PANEL wP1 en
<br />DESIGN PRESSURE RATINGS (pg.t) AND PANEL 3 O,I:• F[OR -� GLOBAL PROTECTION PRODUCTS, LLC. O1M�70
<br />LENGTHS AS PER ELEVATION ON SHEET 12. IL ECOTat. DARE
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