|
END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD STRUCTURES; VALID FOR REGULAR, LIFE
<br />SA & E—Z HANG STORM PANEL (i) SYSTEMS
<br />A
<br />!
<br />P�ptA�
<br />IIIRM ! •� Q OR r--OO O. E F�OOK tor , r . air 3fac 14-14�1
<br />1� "`.,'A "��° 6M5-16 a1 caw. aw
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<br />I i{•a�C• , aJ.
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<br />POUNM t/+w0101t ! IY4.0.L`�• i 2 1/Y
<br />y �OWNER 11U)CII ' lA1
<br />rw _.-* 1j1j FM
<br />9Rt00 PMK �® Haf NWR
<br />R00161ED
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<br />r. r aes m ,sa IAOA7NN
<br />+r ac s r
<br />Mac K< L ALUK AMU ON
<br />IDS! aN.. ( a99' 310- 4154 I PONIED cmim TES OONC"...
<br />.
<br />Y x r x .ice: 1• . _ Li YM' ADD FNY�
<br />-I 2 lIr
<br />IOU
<br />am. ANQUE
<br />AUK
<br />---- ---•.-------- N.. DAa
<br />a
<br />I/4' . ■ Y ..07Y
<br />to 'r tuT a & AA:i MMau Nlor
<br />9/0~
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCNE t/4'-i' SME 1/4•-i• SCALE 1/4•-1• SCKE 1/4•-1•
<br />^--I wpel ��6.OD PAPSA K
<br />_ OURM1 ^a7��a �� _TOP. WW w a (AMtW0 AND
<br />t
<br />•©
<br />1.SX 1 11E IROOx ,eRWs•� 1 /�i1 Aft an rW II0" KAPPUWW Ii i N
<br />►- (LILT, i7 OVIIILAP 010010 1 r.4• wacO .FRNIt r ra. lJ KY
<br />oft 2W WOW FRUME
<br />i !
<br />mum —� '© OR(J)1 llw "e{A7 n ►aua* m
<br />auxL
<br />r M. i iw1 (K1Flt cur E4D
<br />f41 RIP)
<br />S !
<br />�ASE G
<br />(PLAN)
<br />SCAEoR
<br />cN4D FOR DOW MOW 6aTALtAOH
<br />ONLY %CE6•.
<br />CUMFV PANEL 11StN1ATIW1 a WALLS w/
<br />ND. 44167 StRw'AM LLVEL UARIAMOIM Willett 3/4'
<br />FLOMDA BUILDING CODE Non NIO Yeloa NNrt(eano Zom
<br />CASE E ,PLAN) CASE F (PLAN) am "AM Pact 24 ON6AWAIRED STI37 SRN61 PANEL F.P.
<br />omm W.
<br />SCALE �•1'•'• +�DRIDI':'
<br />SCNE 1/4•-1' 1/4--+•
<br />..
<br />w e7JnJ3rP
<br />RO PTECTION �/ WI L�i
<br />i L I E C Ow.. r nw W . me,
<br />N Ill, I.,/, w.w•n.t3W 20-175
<br />T.O�iN W-MN PICi@ CM4)99M7s0► PIIR (6aQisi'6707
<br />�•r-
<br />PS. I WIM.Al ft, 4W. Pt ow Ora
<br />441,
<br />MAXIMUM A.S.B. DESIGN PRESSURE B T1NG (p-s.f,) AND CORRESPONDLNG MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR UM PANEL INSTMIMNS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL tUIMSTALLAT)ONS AS PER ALTERNATNES 1W THRU 4W. ON SHEETS 5 61 7)
<br />MAX D.
<br />PATW
<br />(P ••f•)
<br />eMXNNAA ANDI M WAM FOR EA. - AS SW DWN ON SIIMIS 6 A 7
<br />APPLIC MLE
<br />m
<br />A ANY
<br />OF THIN
<br />IMUUMUM
<br />mft
<br />LPEMI m
<br />,L.
<br />00
<br />TAPOW
<br />LAD Scm
<br />PAN11miE
<br />►Dw O
<br />PNWELMAn
<br />PLLR
<br />w000 6 emm
<br />it
<br />Ir
<br />Ir
<br />it
<br />Ir
<br />low
<br />it
<br />1r
<br />1r
<br />it
<br />Ir
<br />1a 5i w)
<br />6 i/r
<br />6 1/2•
<br />6 1/Y
<br />6 11r
<br />6 t/Y
<br />(TOM
<br />-
<br />-
<br />0 t/4•
<br />12 I/Y
<br />a t/r
<br />wn.•)
<br />W-W
<br />ft
<br />r
<br />r
<br />e
<br />r
<br />tAt�
<br />1E96
<br />r
<br />w
<br />r
<br />6•
<br />-
<br />tllottW)
<br />lr
<br />tr
<br />tr
<br />tr
<br />Ir
<br />(Tan
<br />4 -IS
<br />OR
<br />LESS
<br />Ir
<br />it
<br />13'
<br />Ir
<br />13•
<br />,r
<br />,r
<br />13'
<br />11,
<br />a Ijy
<br />of
<br />Ir
<br />,r
<br />13'
<br />13,
<br />r
<br />IN OPDNM
<br />• i/Y
<br />6 l/2•
<br />6 l/Y
<br />6 l/2•
<br />6 ,/r
<br />(OP)
<br />6 1/4-
<br />12 1/2•
<br />1 6 1/0
<br />plam.)
<br />>rTR
<br />4'
<br />0 I/2'
<br />6 1/2-
<br />(
<br />W-4`
<br />4 ,/r
<br />4 1/2'
<br />r
<br />7'
<br />IN i9011010
<br />10 I/r
<br />1 9 ,/r
<br />I 12•
<br />,Y
<br />4•
<br />Ir
<br />I Ir
<br />1 13'
<br />13*
<br />e , ---
<br />mrmm
<br />• SEE TABLE %i FOR WOE. "0. DEM LOADS 69 MAX. PANEL. LENGTHS wHw SPom 0 is
<br />USED, CORREWONOW ONLY TO ALTERNATE 21V ON SHEET 6
<br />1/4Y TAM
<br />MKWR •
<br />1/4.0 P
<br />Alic"
<br />MAIL A".
<br />OE5M
<br />PRl T1PG
<br />4 j0
<br />MMIRNM AIICHOM SPACM FM EA. - AS SWW ON SlI EIS a etc 7
<br />1tPPLI Ac
<br />TO
<br />! Ar1Y
<br />OF I/N01
<br />yAIW"
<br />Pm*L
<br />tO,C'•'R1
<br />00
<br />TAPWN
<br />LAC SCREW
<br />FAELWE
<br />FEMALE ID
<br />PNMLMATE
<br />PLUM
<br />,pW HU91WI0
<br />13•
<br />Ir
<br />it
<br />tr
<br />,r
<br />W mn
<br />is-
<br />13"
<br />it
<br />it
<br />Iw oximme
<br />6 //Y
<br />6 ,/Y
<br />0 l/2•
<br />6 1/r
<br />6 1/2
<br />porm
<br />-
<br />-
<br />61/4-
<br />121/r
<br />61/4-
<br />001T.1)
<br />r-0'
<br />r
<br />71/Y
<br />a•
<br />r _
<br />POP)
<br />LEIS
<br />7 t/2•
<br />r
<br />r
<br />r
<br />-
<br />comb)
<br />it
<br />,r
<br />Ir
<br />tr
<br />trim,
<br />(Tall)
<br />�-45
<br />+7A -76
<br />Ir
<br />Ir
<br />Ir
<br />1r
<br />IrDow
<br />1r
<br />IY
<br />13•
<br />lr
<br />rr
<br />tr
<br />1r
<br />lr
<br />Ir
<br />6 Ile
<br />5at+D14
<br />a 1/2"
<br />6 1/2'
<br />6 IJY
<br />6 t/2'
<br />s I*WY*4
<br />6 1/4'
<br />12 1/2-
<br />6 1
<br />3 TO71/2'
<br />7•-r51/2•
<br />7 1/2'
<br />e•
<br />r
<br />Irtr
<br />Ir
<br />13'
<br />S 1IrIr
<br />tr
<br />1r
<br />t
<br />• SEE TABLE /1 FOR MAIL A.S.D. DESIGN LOADS A MAX. PANEL. L.ETM6M5 WHEN WPM @ 15
<br />USED, CORRESPONDING OW.Y TO ALTERNAE 2RT ON %W 5
<br />7la.E
<br />& A
<br />AWL DESIGN LOAD
<br />M PANEL
<br />LENm
<br />40 PSF OR LESS
<br />W-6'
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> 50 PSF M 60 PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR 00 1.AT*NS
<br />W/ PANEL MATEWWX 0 OR PANEL MATE PLUS
<br />ANCHORS A W/'C7 "...4:�...1/2' O.C.
<br />L 6 ;1[0111:0 bKoiSM0174i WOMERS]L. a3k 61.E -1 I l
<br />..41 _.. i..l.
<br />__.. , •l• IACA
<br />PAP111 UD47H
<br />d�1 SNEET i3)
<br />kAl
<br />0e
<br />OR Mile 14 It 14 PW AWMW WK a WA M0 MR
<br />i1TIN,ogla elt0 TN00 AWK euf8 I
<br />4a1W NIQNO iPA0iF06 AND A
<br />TIM
<br />9O OIL F.a U IS
<br />1 ON L MR
<br />NO 0ID
<br />ON go
<br />00 OUL IR A I A
<br />"mi a TC1 a s a am MONO r of THE
<br />W9AleaYala ■,DIM oN
<br />CIOW
<br />PPlOwiN FACIORL FOR MI6 PONOt O K
<br />Wool 10 K
<br />USING
<br />LM IlA s om 06M.We I mli Wool Po POLL NOT K
<br />ISM 1� 9FeLn9 aAM1o.Tfa v0A fN31 AwCN011
<br />ON
<br />1Pc ow wa 90MIA[.
<br />t/• •
<br />, r.
<br />alaNR "PC
<br />wm
<br />m1Nelr Nam eMKr 04
<br />�
<br />3
<br />*lyety h.lrall 0.)
<br />L
<br />3
<br />3
<br />M11R W ON.III Iwo
<br />AOR = mm W
<br />team
<br />3 k
<br />lat
<br />-
<br />'
<br />,
<br />Ti
<br />LMFE SAFEff PANEL
<br />,/4'. PNi1NATE
<br />WALIE
<br />ANCINR (eE/0110)
<br />WAIT LIO)t TNIDiS
<br />MAXIMUM A.S.D. DESIGN PRESSURE liti TING (p.m.(.) AND CORRESPONDING MAXIMUM ANCHOR SPACING WMDU E
<br />FOR REGULAR STaRL± PANCL M INSTAL L ATKINS INTO CONCRETIE & CONCRIM B� [1PK STRW RM
<br />(VAM ONLY FOR PANEL (1) MSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 A 5)
<br />MW A3.0.
<br />OEM
<br />P
<br />WOOD
<br />1N1IfIM AI CH01R WADING FOR MIN LD. PER 1/pWU SEIAw
<br />WKtwit
<br />To INICTIM
<br />IAANIRM
<br />Lf1tmm
<br />OL)
<br />PIAX A.SA.
<br />P DesotoPNEL
<br />MAMMUM ANCHM WACW FCR M4 E& PER SCHWU mum
<br />AMi10,4E
<br />MAflNlll
<br />pelft
<br />1.016M
<br />7APOON
<br />$OUP-1cP
<br />0Alm
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<br />CALK- m
<br />, ,.
<br />wooloo
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<br />FEMME
<br />to
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<br />2A6MC-INa!•M
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<br />k ,,'..
<br />IN
<br />m
<br />m
<br />Wadw
<br />age=6
<br />W
<br />Tla
<br />10 MCI[
<br />Mir
<br />m
<br />m
<br />W
<br />W
<br />Sk
<br />m
<br />a, t1em
<br />-43
<br />OR Left
<br />IT
<br />1r
<br />or
<br />or
<br />,r
<br />it
<br />Ir
<br />Ir
<br />/r
<br />Ir
<br />,r
<br />Ir
<br />,
<br />5•�-
<br />OR
<br />LOS
<br />+45. -4S
<br />+6ai0-46
<br />1r
<br />tr
<br />Tr
<br />1r
<br />it
<br />,r
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />tI
<br />+
<br />r
<br />OR
<br />Lfse
<br />tr
<br />13•
<br />Ir
<br />Ir
<br />it
<br />Ir
<br />,r
<br />it
<br />1r
<br />tr
<br />tr
<br />it
<br />1 ammo
<br />or
<br />Ir
<br />lr
<br />Ir
<br />or
<br />Ir
<br />it
<br />it
<br />Ir
<br />Ir
<br />Ir
<br />t 1/2
<br />t (00FIOMj
<br />tr
<br />13•
<br />tr
<br />13•
<br />13•
<br />IY
<br />tr
<br />r3•
<br />13'
<br />tr
<br />Ir
<br />1r
<br />2 (t,>M
<br />tY
<br />13'
<br />tr
<br />}r
<br />tY
<br />,r
<br />/r
<br />2r
<br />4r
<br />tr
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />it
<br />tr
<br />tr
<br />Ir
<br />Ir
<br />Ir
<br />2 cwnw)
<br />Ir
<br />,r
<br />,r
<br />tr
<br />tr
<br />1r
<br />Ir
<br />,r
<br />tr
<br />Ir
<br />13•
<br />t /
<br />2 (at1aM)
<br />tr
<br />Ir
<br />Ir
<br />Ir
<br />tr
<br />Ir
<br />Ir
<br />13"
<br />,r
<br />13'
<br />7Y
<br />tr
<br />(TOP)
<br />1J'
<br />1r
<br />1r
<br />tr
<br />,r
<br />tr
<br />43-
<br />eta
<br />tY
<br />/7'
<br />1r
<br />1 1
<br />a OaP)
<br />2 ,
<br />2 It.
<br />0 1/4"
<br />6 1/4`
<br />2 1/2
<br />2 1/2
<br />-
<br />-
<br />6 1/r
<br />6 1/4"
<br />3 (BOTTOM)
<br />-
<br />-
<br />4 1/2
<br />/2 1/2
<br />6 1/4.
<br />6 1/4'
<br />12 llr
<br />12 I/2
<br />-
<br />-
<br />6 1/4
<br />6 1/4`
<br />3 (amw
<br />B'
<br />7 1/7
<br />4 MM
<br />6'
<br />a 1/Y
<br />r
<br />a'
<br />M
<br />r 1/2`
<br />s
<br />7 t/r
<br />e•
<br />r
<br />r
<br />S•
<br />4 (WAi
<br />r
<br />4 (601WH)
<br />r
<br />6'
<br />-
<br />r
<br />-
<br />r
<br />1r
<br />Ir
<br />Ir
<br />tr
<br />it
<br />Ir
<br />tr
<br />or
<br />tr
<br />13'
<br />Ir
<br />Ir
<br />5 (,DPI
<br />1r
<br />1r
<br />Ir
<br />,r
<br />,r
<br />it
<br />IF
<br />Ir
<br />it
<br />IF
<br />tr
<br />it 1
<br />(ml7
<br />IF
<br />Ir
<br />Ir
<br />Ir
<br />it
<br />tr
<br />,r
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />I3•
<br />a 00,W
<br />1r
<br />Ir
<br />Ir
<br />,r
<br />Ir
<br />Ir
<br />Ir
<br />it
<br />it
<br />/r
<br />Ir
<br />it l/2
<br />a (sowTW4
<br />Ir
<br />Ir
<br />13•
<br />1r
<br />Ir
<br />it
<br />1r
<br />Ir
<br />tr
<br />,r
<br />Ir
<br />I Ir
<br />6 (Ta"
<br />Ir
<br />,r
<br />1r
<br />tr
<br />lr
<br />Ir
<br />tr
<br />,r
<br />Ir
<br />tr
<br />it
<br />it 1
<br />6 (TOP)
<br />-
<br />-
<br />6 1/4'
<br />6 1/4•
<br />6 1/4-
<br />6 1/4-
<br />-
<br />-
<br />-
<br />-
<br />6. 1/4'
<br />6 1/4.
<br />6 «
<br />-
<br />-
<br />6 1!4
<br />e i P
<br />e 1/4.
<br />6 I/e
<br />-
<br />_
<br />-
<br />-
<br />6 14'
<br />e , 4•
<br />6
<br />1r
<br />s'
<br />,r
<br />,0 ,
<br />or
<br />r
<br />7r
<br />T
<br />7 t
<br />5 ,
<br />13
<br />4 t/2
<br />,
<br />>a,�•
<br />10
<br />14'-4'
<br />Ir
<br />r
<br />Ir
<br />Ir
<br />Ir
<br />6 IJ2
<br />tr
<br />6 1
<br />9 ,
<br />6 lIr
<br />Ir
<br />5 I
<br />1
<br />W-r
<br />m
<br />r-r
<br />Ir
<br />r
<br />Ir
<br />I Ir
<br />or
<br />9 1/2
<br />,r
<br />it to
<br />to 1/2
<br />7 In
<br />IF
<br />r
<br />I (NOTION)
<br />Ir
<br />7 IJY
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />eta'
<br />tr
<br />il•
<br />r
<br />Ir
<br />6 llr
<br />t (BUTI l
<br />Ir
<br />r
<br />,r
<br />po 1
<br />Ir
<br />r
<br />Ir
<br />I r
<br />7 1/2
<br />5 1/2
<br />Ir
<br />4 l/2.
<br />2 Mn
<br />tr
<br />r
<br />1r
<br />Ir
<br />Ir
<br />a t/r
<br />Ir
<br />a i/r
<br />9 1/21
<br />s tJr
<br />or
<br />s 1/Y
<br />2 (rCP)
<br />Ir
<br />r
<br />Ir
<br />I tr
<br />tY
<br />s 1/2
<br />tit
<br />Is 1/2
<br />to 1/2
<br />1 1/2
<br />it
<br />6 ,/r
<br />2 pan**
<br />Ir
<br />7 1/2'
<br />Ir
<br />Ir
<br />tr
<br />for
<br />Ir
<br />Ir
<br />11•
<br />r
<br />,r
<br />a 1Tr
<br />2 (6aRgo
<br />Ir
<br />r
<br />13,
<br />J it
<br />it
<br />9 1/2
<br />,Y
<br />101/2
<br />10 1/2
<br />7 1/2
<br />it
<br />6 //r
<br />3 (TOP)
<br />Ir
<br />7 llr
<br />or
<br />,r
<br />tr
<br />it
<br />,r
<br />107
<br />it"
<br />e'
<br />Ir
<br />6 1/Y
<br />3 mm
<br />12 1
<br />12 1
<br />0 1/4•
<br />6 1/4'
<br />12 1
<br />6 Ile
<br />-
<br />-
<br />e 1/4•
<br />a Ile
<br />3 (N0ti01)
<br />-
<br />-
<br />12 1
<br />2 1
<br />6 1/4'
<br />6 1/4'
<br />li lie
<br />12 1/2
<br />-
<br />-
<br />6 Ile
<br />6 1/4.
<br />3 0 RiWO
<br />r
<br />r
<br />6•
<br />S ,/2•
<br />r
<br />3 1/2'
<br />r
<br />4•
<br />4 I/r
<br />r
<br />0 IJY
<br />r
<br />4 (TOP)
<br />7 VP
<br />r
<br />r
<br />r
<br />r
<br />or
<br />s'
<br />4'
<br />4 I1r
<br />3 ,/Y
<br />6 ilr
<br />r
<br />♦ (TOP) -
<br />r
<br />-
<br />6
<br />3 IX
<br />-
<br />7 1/2'
<br />-•
<br />D, n"
<br />r
<br />-
<br />r
<br />_
<br />6
<br />-
<br />r
<br />-
<br />5 ,/Y
<br />-
<br />7 1/r
<br />-
<br />(WITOIA
<br />lr
<br />Y
<br />tr
<br />it
<br />tr
<br />9 1/2
<br />Tr
<br />9 1/r
<br />a t
<br />7 iJr
<br />13
<br />r
<br />(TOP%
<br />,r
<br />6 tJr
<br />it
<br />1r
<br />Ir
<br />tr
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