|
END CLQSURI S DETAILS FOR INST UNION iN POURED CONCRETE,
<br />WOOD
<br />N RETE BLOCK OR STRUCTURES: VALID FOR REGULAR, LIFE
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<br />-i✓ r's`"�¢A.?'fj1/j SCALE !j4'� i'
<br />aeA W� EA(3 •' :✓9 VALID FOR (HR= MOUNT INSTALLATION ONLY &
<br />4
<br />�?' e• y CERTN'1ED PANEL INSTALLATION AT WALLS W/
<br />j No. 44167 ,. 1 SURFACE LEVEL VARIATIONS WITHIN 3/4"
<br />: * = FLORIDA BUILDING CODE Non We Voloe Hu one Iona
<br />CASEPLAN) CASE F (PLAN : 4 4rA49 wnm RR rp.
<br />s9'-. iy 24 GAGE GALVANZEQ STEEL STORM PANEL Now DT:
<br />SCALE 1/+'.r SCALE 1/4--1- ¢.C�;,:.'`•(ORID�
<br />e�,W,N
<br />� C Q #�« GILOUL PRt�iECT10N PRODUCTS. TLC" °fn'
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<br />N., xk,, °fw L.. MIiM R 3M« WNw. R 37314 20-175
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<br />yam
<br />Pb OE wALTER TtN" •E m»..2 -Fog 9,aii A 16
<br />(VAUD ONLY FOR PANEL 7�INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 8 & 7)
<br />MAX. AS:O.
<br />DESIGN
<br />P RESSUM
<br />(P.wJ.).
<br />MAXIMUM ANCHORS- SPACING FOR. E.D.- AS SHOWN ON SHEETS 6 At 7
<br />APFIJGME:
<br />TOPANEL
<br />ALTEIWAlM
<br />& '
<br />OF THEN.
<br />MAXIMUM
<br />LENGTH
<br />(R')
<br />TAPCON
<br />� Bom
<br />PA�IAATE
<br />Fall" 0
<br />P4--TE
<br />PLUS
<br />WOOD
<br />tr
<br />Ir
<br />15"
<br />13`
<br />IW (TOP)
<br />13'
<br />Ir
<br />it
<br />13,
<br />Ir
<br />tw MOrrom).
<br />6 1/2"
<br />9 1/2"
<br />5 1/2'
<br />8 1/2-
<br />6 1/2"
<br />EOg
<br />8 1/r
<br />12 1/2'
<br />5. 114'
<br />(BOIL•)
<br />W-01
<br />13x
<br />e"
<br />6"
<br />IV
<br />crop)
<br />LESESS
<br />S`
<br />d'
<br />8"
<br />5'
<br />-
<br />30 MOTION)
<br />13'
<br />Ir
<br />Ir
<br />(I"
<br />4 -4S
<br />OR
<br />LESS
<br />tr
<br />13"
<br />1r
<br />13,
<br />13'
<br />13*
<br />1r
<br />1;
<br />13'
<br />8 1/2"
<br />w (mP)
<br />r�"
<br />13'
<br />ts'
<br />it
<br />a'
<br />Tw (BD71AM),
<br />6 1/2-
<br />6 1/2
<br />8 1/2•
<br />6 llr
<br />6 1/2`
<br />crop)
<br />-
<br />-
<br />6 1/4-
<br />12 i/2'
<br />a Ile
<br />(BOR!)
<br />0'
<br />>W-To
<br />4 T/2'
<br />4"
<br />6 1/2"
<br />6 1/2
<br />-
<br />MP)
<br />I i.
<br />4 1/2'
<br />1 4 1/2"
<br />7'
<br />7`
<br />-
<br />3W (BOTTOM)
<br />10 l/2'
<br />1 0 1/2'
<br />12"
<br />12'
<br />4`
<br />(TOP)
<br />Ir
<br />13'
<br />13"
<br />13"
<br />8 1/2`
<br />(BOTTOM)
<br />+ SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS W M4 SPACER ® IS
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />MAXIMUM ANCHORS SPACING FOR E.D.. AS SHOWN ON SHEETS 6 & 7
<br />-
<br />APFIJCAELE
<br />To
<br />& ALTubmam
<br />OF TOM
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />(R•)
<br />TAPGON
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE 10
<br />PANEIMATE
<br />PLUS
<br />WOOD BUSHING
<br />1r
<br />13"
<br />13`
<br />Ir
<br />IV (mP
<br />Ir
<br />13,
<br />73'
<br />la,
<br />r
<br />1w (601mM)
<br />6 1/2"
<br />6 1/2,
<br />8 Ile
<br />5 1/2'
<br />6 lIr
<br />2W NP)
<br />-
<br />-
<br />a 1/4"
<br />12 1/2-
<br />6 1/4'
<br />2vt mm")
<br />S�
<br />7
<br />7 1/2'
<br />6
<br />b•
<br />3w (Tag.
<br />LESS
<br />8'
<br />a`
<br />3w ( mm)
<br />Ir
<br />1r
<br />13'
<br />13`
<br />13'
<br />4w crop)
<br />+45. -45
<br />TO
<br />+70. 75
<br />Ir
<br />13`
<br />13'
<br />13.
<br />lr
<br />4W MYTIOM)
<br />is,
<br />tr
<br />13•
<br />13"
<br />to,
<br />1w
<br />13•
<br />,r
<br />13"
<br />1r
<br />a 1/4`
<br />lot (BOTTOM)
<br />6 IJ2'
<br />61/2'
<br />61/2'
<br />6 llr
<br />6 1/2"
<br />2W (MP)
<br />6 1/4"
<br />12 1/2,
<br />a I/4-
<br />2w Marl.•)
<br />> '-
<br />41/2'
<br />r
<br />7IJ2'
<br />7 1/2'
<br />3W M
<br />TO
<br />-r_5.
<br />r
<br />S i/2"
<br />5"
<br />w
<br />-
<br />3w marra7
<br />13•
<br />it
<br />tr
<br />13,
<br />51/2'
<br />All crop)
<br />13,
<br />11.
<br />13,
<br />tr
<br />ICY
<br />4W (GOWN)
<br />• SEE TABLE f 1 FOR MAX. A.SD, DESIGN LOOS & WX PANEL LENGTHS WHEN SPACER @ IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET &
<br />TABLE
<br />U A
<br />A.= OE 1 LOAD
<br />wAMuw P "
<br />LENUM
<br />40 PSF OR LESS
<br />W-W
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> 54 PSF TO 60 PSF
<br />W-10"
<br />A MAX. PAMD_ LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE 10 OR PANEL MATE PLUS
<br />ANCHORS & W/ ?V60 /2. O.C.
<br />(VALID ONLY FOR PANEL(}1 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 t 5)
<br />p,
<br />DESIGN1>.ANELIIA
<br />PRESSURE
<br />(p.i f)r13-
<br />-
<br />MIAX6iAII.I A75wpR6 SPA FOR Mal ED. PER BOEOtiLE BdDw
<br />MAXON
<br />PANEL
<br />:TIE N
<br />00
<br />MAX. AS.D.
<br />OEM
<br />E
<br />(y:.i.t.)
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<br />FOR Mw EA SCHEDULE BF2pw
<br />APPLICABLE
<br />TO SmwPN1ET.
<br />'. «. IN,RATIN
<br />OF THEM
<br />UM
<br />(«:)
<br />TAPCON
<br />SOLD--W
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<br />IxA.N7:MA
<br />Faqu
<br />ZAAW-NAUN
<br />I;Ax_4M
<br />8e
<br />TAPOWi
<br />SOUOJ 8£T
<br />FEMAZID
<br />PLUS
<br />ZAM81C_mUN
<br />C LK-IN
<br />m
<br />ooNdmiETE
<br />en
<br />enm
<br />m
<br />m
<br />OF THEM
<br />1O
<br />TG
<br />TM
<br />m
<br />m
<br />m
<br />m.
<br />OMOOM
<br />MW
<br />ES
<br />LESS
<br />13`
<br />it
<br />1r
<br />Ir
<br />it
<br />13-
<br />it
<br />1r
<br />Ir
<br />Ir
<br />tr
<br />1
<br />W-6'
<br />�
<br />LE +i
<br />+4s, -43
<br />+08; a5
<br />it
<br />lr
<br />tr
<br />IT"
<br />tr
<br />1r
<br />tr
<br />13`
<br />it
<br />Ir
<br />lr
<br />t i/2
<br />I (w)
<br />lO5
<br />Ir
<br />i3`
<br />Ir
<br />it
<br />Ir
<br />Ir
<br />13,
<br />tr
<br />1r
<br />1r
<br />Ir
<br />it
<br />I moo I1M)
<br />tr -
<br />Ir
<br />IF
<br />it
<br />'...,r
<br />1r
<br />ir.
<br />IF
<br />9r
<br />IF
<br />1r
<br />Ir
<br />1 In
<br />I (60TTTM)
<br />Ir
<br />tr
<br />13"
<br />f3'
<br />/r
<br />tr
<br />tr
<br />43"
<br />t3"
<br />13'
<br />fJ"
<br />' O `)
<br />1r
<br />13
<br />'Ir
<br />13`
<br />tr
<br />tr
<br />13'
<br />Ir
<br />it
<br />it
<br />41 t/2
<br />2
<br />13'
<br />tr
<br />13`.
<br />23'.
<br />13':.
<br />13x
<br />,3
<br />Tr
<br />13
<br />Sr
<br />Ir
<br />2 (F#09TOM)
<br />IT
<br />13"
<br />tr
<br />IT
<br />13"
<br />it
<br />it
<br />Ir
<br />tr
<br />13'
<br />13",
<br />1 IJ2
<br />2 (tiDT1011).
<br />Tr
<br />1r
<br />,r
<br />13`
<br />1r
<br />it
<br />Sr
<br />13,
<br />3'(TOP)
<br />13'
<br />13'
<br />13"
<br />T3"
<br />13'
<br />13`
<br />it
<br />it
<br />tr
<br />13'
<br />1r
<br />t 1/213
<br />(W)
<br />12 1
<br />2 t/2
<br />6 t/4"
<br />:8 1/4'
<br />12 7
<br />12 1/2
<br />8 1/4'
<br />6 1/4'
<br />3l (�SOTl,ON)
<br />-
<br />-
<br />2i/2
<br />2I
<br />6l/4'
<br />6I/r'
<br />21%2
<br />3I/
<br />-
<br />-
<br />6 1/4"
<br />6 1/4'
<br />3 {BGYIOH)
<br />r
<br />r
<br />r
<br />or
<br />r
<br />a"
<br />W
<br />e•
<br />,1S'
<br />7 1/2'
<br />-:{Tm
<br />8•
<br />5:I1r
<br />9`
<br />r
<br />8`
<br />6 1/2'
<br />K
<br />:7 llr
<br />E'
<br />r
<br />r
<br />S"
<br />4:0OP)
<br />6•
<br />..
<br />r
<br />-
<br />r
<br />-
<br />8"
<br />- -
<br />11.
<br />-
<br />:a"
<br />-
<br />4 O TTaA
<br />6'
<br />-
<br />6'
<br />,....
<br />g•
<br />_
<br />g"
<br />-
<br />6•
<br />'-
<br />6'
<br />•.
<br />(tN1'FTOMi
<br />13"
<br />it
<br />tr.
<br />13'
<br />t3`
<br />13"
<br />13'
<br />is,
<br />Ir
<br />13,
<br />13"
<br />13'
<br />s::(Tary
<br />13,
<br />tr
<br />13'
<br />it
<br />tr
<br />,r
<br />1r
<br />Sr
<br />Ir
<br />13,
<br />Ir
<br />1 1
<br />(mP)
<br />13,
<br />Ir
<br />Ir
<br />tr
<br />Sr
<br />Ir
<br />tr
<br />is'
<br />1r
<br />13,
<br />Ir
<br />Ir
<br />8 (BOTTOM)
<br />13'
<br />13"
<br />it
<br />is'
<br />1r
<br />it
<br />Tr
<br />13"
<br />it
<br />13"
<br />,r
<br />11 1/2
<br />5 03AT10x0
<br />1r
<br />it
<br />it
<br />,r
<br />,r
<br />Ir
<br />1r
<br />I3"
<br />Ir
<br />13-
<br />Ir
<br />137
<br />b (TOP}
<br />13"
<br />Ir
<br />tr
<br />Ir
<br />tr
<br />1r
<br />it
<br />13`
<br />Ir
<br />tr
<br />tr
<br />It 1/2
<br />6 (TOP)
<br />6 A 4'
<br />8 1/4'
<br />6 1/4'
<br />6.1 4"
<br />-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />6.,1/4'.
<br />6 UNTIT.""
<br />_
<br />_
<br />6 1/4'
<br />6 Ile e
<br />8 1/4.
<br />a Ile
<br />- -
<br />-
<br />-
<br />-
<br />6 1/4'
<br />6 1/4-
<br />9 (80TT-)
<br />Ir
<br />-8"
<br />Ir
<br />10 i r
<br />/
<br />13"
<br />T'
<br />13,.
<br />7'
<br />7 1/2
<br />. 5 1/ 2
<br />Ir
<br />4 1/2
<br />f.:
<br />, .
<br />TO
<br />1k "4"
<br />Ir
<br />6"
<br />Ir
<br />Ir
<br />tr
<br />a I/r
<br />Ir
<br />a kl2.
<br />0 , 2'
<br />8 Ij2
<br />i3,.
<br />b I/2
<br />I:(Vww)
<br />,.
<br />t'O'
<br />=''6'
<br />tr
<br />r
<br />1r
<br />1r
<br />13"
<br />9 1/2
<br />13"
<br />9 112
<br />10 1/2
<br />1 1/2
<br />13`
<br />6'
<br />f (BOTTOM)
<br />13'
<br />7 1j2`
<br />tr
<br />Ir
<br />1r
<br />- 10,
<br />it
<br />TV
<br />rt"
<br />Lf'
<br />Tr
<br />a I/2•
<br />I OwTmm)
<br />IS'
<br />r
<br />Ir
<br />Itt 1/2
<br />Ir
<br />7-
<br />73"
<br />7"
<br />7 1/2
<br />5 1/2
<br />,r
<br />4 1/r
<br />2 (TOP)
<br />13"
<br />6'
<br />fr
<br />i3"
<br />1r
<br />6. t/2"
<br />Ir
<br />6- t/2'
<br />9 t/r
<br />6 l/2`
<br />tr
<br />5 1/r
<br />2 M
<br />Ir
<br />7'
<br />Ir
<br />15"
<br />tr
<br />0 IJ2
<br />tr
<br />9 t/2
<br />4O 1/2
<br />7 1/2
<br />3'
<br />6 tJ2
<br />x (&iimM)
<br />IJ"
<br />7 T/2'
<br />/3'
<br />it
<br />tr
<br />,O'
<br />tr
<br />10"
<br />N•
<br />e"
<br />tr
<br />S IJY
<br />2 (a€rTT010
<br />13'
<br />T•
<br />73"
<br />13"
<br />it
<br />0 1/2
<br />13'
<br />9. 1/2
<br />10 1/2
<br />7 1/2
<br />IT
<br />6 117
<br />raw)
<br />t3'
<br />7 T/rl
<br />13•
<br />13'
<br />i3'
<br />10•
<br />Ir
<br />IV
<br />11'
<br />a"
<br />Ir
<br />a lIr
<br />3 (TAP}
<br />-
<br />-
<br />92 3J2"42
<br />1J2.
<br />a 1/4'
<br />6.1/4'
<br />12 1j2.
<br />5 1/4
<br />-
<br />-
<br />B...IJ4.
<br />a 1/4.
<br />3 (69YT019)
<br />_
<br />-
<br />2 tj2
<br />42 T/2
<br />6 i/4
<br />6 TJ4
<br />i2 1/2
<br />12 I/2
<br />-
<br />-
<br />S TJ4:
<br />$ 1/4
<br />3 (MOTION)
<br />7`
<br />r
<br />6'
<br />a lIr
<br />r
<br />31/2'
<br />6"
<br />4-
<br />4 I/r
<br />3•
<br />6 TJr'
<br />r
<br />4:("1
<br />7 lIr
<br />$-
<br />8'
<br />: b"
<br />7'
<br />a
<br />S"
<br />4"
<br />4 i/2"-.
<br />3 I/2'
<br />6 i/x'.
<br />3"
<br />4 (TOP)
<br />r
<br />-
<br />B• _
<br />-
<br />rr
<br />-
<br />8'
<br />-
<br />5 i/2,
<br />_
<br />7 I/,
<br />_
<br />(SCTICM7)
<br />e
<br />-
<br />6`
<br />-'
<br />r
<br />-
<br />6,
<br />-
<br />5 i/2•
<br />-
<br />7 SIr
<br />-
<br />(BO1mM)
<br />13,
<br />7"
<br />1r
<br />13`
<br />Ir
<br />2 1/2"
<br />Tr
<br />0 1/2'
<br />f0 1Jz
<br />7 l/2-
<br />,r
<br />Ir
<br />-.:(TOP)
<br />13"
<br />a 1/2'
<br />13•
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<br />13"
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<br />6 1J2'
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<br />8 IJ2"
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<br />A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALLAMONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2` O.C.
<br />K-161A
<br />ANCHORS (SEE SECTIONS & ALTERNATYES ON SHEETS 11 14, 15 &16}
<br />t 3, MAX, R-W13. R-2A/13, R-WI4, R-18/13. R-29/13, R-38/14, 3"
<br />R-1Aw/15, R-•2RWY/i5. R-3AW/16, R-1BW/i+A R-28W/15. R-38W/16:
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<br />I ;.. { 11 - ;
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<br />tR-IAW/15, R•"2AW/15. R-3AW/16. Lill-R-TRW/15. &-28W/15. R-311W/16.
<br />`L.�._.___ _.._._._ ...�...._ ANCHORS (SEE SECROMS & ALTERNATIVES. ON SHEETS 13: 14, I5
<br />1J4' VAX. Gw
<br />UEE SAFETY STORM PANEL 1 ELEY T� ION (t)
<br />2,687' SGALE i J4xat'
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<br />LIFE PANEL FLORiDA BUILDING CODE Non High Y,Htie Wurrlca/w Zone
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<br />(VAUD ONLY FOR PANEL()1' INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />M 0 aS.A.
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<br />14AX6iLRA
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<br />6 IJ2'
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<br />Ir
<br />13•
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<br />0 llr
<br />1r
<br />0 1/2"
<br />10 1/2'
<br />7 1/2'
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<br />13•
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<br />3 (BOTTOM)
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<br />13"
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<br />12 1/2
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<br />6 1/0
<br />'6 1/4'
<br />12 1/2'
<br />8 1/4'
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<br />-
<br />6 1/+`
<br />6 IJ
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<br />12 I/2
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<br />'8 Ile
<br />2 1/2'
<br />.6 1/4'
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<br />-
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<br />3 (BOTTOM).
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<br />3 1/r
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<br />7 1/2'
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<br />8"
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<br />7-
<br />3'
<br />6"
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<br />6'
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<br />6 IJ2'
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<br />6`
<br />6'
<br />8'
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<br />6"
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<br />a'
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<br />-
<br />7'
<br />-
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<br />13"
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<br />13'
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<br />13•
<br />10 }
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<br />6 1/2'
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<br />13"
<br />Ir
<br />r
<br />tr
<br />9'
<br />13"
<br />7 1/2"
<br />13•
<br />Ir
<br />Ir
<br />n 1/2
<br />!3'
<br />10 I/2
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<br />B'
<br />13"
<br />7"
<br />3 (a0TT0A1)
<br />13'
<br />7
<br />13
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<br />'0 i/2"
<br />13"
<br />9 tj2`
<br />0 IJ2"
<br />7 1/2'
<br />13"
<br />6
<br />(BDTTGM)
<br />13
<br />7 1JY
<br />13
<br />13
<br />t3
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<br />51 /2
<br />1
<br />2
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<br />6 TJ4'
<br />4'
<br />6 1 K'
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<br />6 1 4'
<br />a TJ4'
<br />S (BOTT."")
<br />-
<br />-
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<br />6 1 4•:
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<br />_
<br />SEE SLEET 11 FOR ANCHM TYPE & VAOM TOP a6W.tA110"S INSO WOOD FROM SURCO08.
<br />• 16041W AMMM SPACM AM I0619" EDGE OMAWX ARE ICIGAT D ON TWS SCHEDULE MR E0.
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