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<br />(VALID ONLY FOR PANEL i@INSTALtATIONS AS PER ALTERNATAFES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (g s.i.,) AND ORRESPONDING MAXIMUMi PACING SCHEDULE
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<br />MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW
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<br />13'
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<br />11 1/2
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<br />6'
<br />6 1f2'
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<br />8'
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<br />Po
<br />RT
<br />1D
<br />1zW1i0aNR
<br />74
<br />74
<br />»EWE
<br />OF TRIDA
<br />>+65, -65
<br />+TS, 75
<br />13`
<br />it'
<br />tr
<br />Ir
<br />13!
<br />tr
<br />13,
<br />tr
<br />TrM7'�'
<br />to,
<br />1- )
<br />W-r
<br />OR
<br />LESS
<br />>+7 . -75
<br />+11%-11"
<br />Ir
<br />S
<br />13"
<br />101
<br />13'
<br />6 1/2'
<br />;r
<br />6I1r
<br />7 1/Y
<br />5 llr
<br />it
<br />4 1
<br />1 (HOP
<br />w--r
<br />�
<br />LESS
<br />Ir
<br />it,
<br />tr
<br />tr
<br />i3"
<br />Ir
<br />it
<br />13`
<br />tr
<br />IV
<br />, (BOTTOM)
<br />Ir
<br />a 1/2`
<br />13,
<br />Ir
<br />Tr
<br />9'
<br />13'
<br />9"
<br />tO'
<br />7 1/2'
<br />13'
<br />a"
<br />1 (BOTM)
<br />Ir
<br />it-
<br />tr
<br />Ir
<br />Ir
<br />13,
<br />13"
<br />13'
<br />lb"
<br />lif
<br />2 iT�
<br />Ir
<br />5'
<br />tr
<br />D 1 -
<br />tr
<br />6 1/2'
<br />Ir
<br />6 1/2"
<br />7 Ile
<br />5 1/2'
<br />tr
<br />4 1/2'
<br />2 (TOP)
<br />!r
<br />tY
<br />tr
<br />it
<br />tr
<br />13"
<br />13,
<br />1r
<br />Ir
<br />IW
<br />2 (BOTTOM)
<br />it
<br />r
<br />Ir
<br />Ir
<br />it
<br />9 1/2'
<br />1r
<br />9 I/Y
<br />10 I
<br />7 t/Y
<br />1r
<br />6 1/2'
<br />2 (BOTTOM)
<br />F3`
<br />it"
<br />1r
<br />73•
<br />Tr
<br />13•
<br />13'
<br />Ir
<br />Ir
<br />IV
<br />3 (TOP)
<br />13'
<br />Y
<br />Ir
<br />1r
<br />lr
<br />9 ifY
<br />Ir
<br />9 t/2".
<br />10 1/2
<br />7 llr
<br />Tr
<br />6'
<br />3 (TOP)
<br />12 1/2-12
<br />1/2
<br />6 t(4'
<br />a :f4'
<br />2 1/2'72
<br />1/2.
<br />6 3/4'
<br />3 (BOTr(e)
<br />-
<br />-
<br />1
<br />2 /
<br />2 t
<br />6 1.4'
<br />J
<br />6 i 4-
<br />/
<br />1. 2 Ile
<br />Ile
<br />B !.
<br />-
<br />-
<br />$ Ile
<br />f
<br />671 4`
<br />!
<br />3 BOTTOM
<br />(BOTTOM)
<br />6'
<br />S`
<br />8'
<br />8"
<br />B"
<br />a'
<br />8'
<br />8 1/Y
<br />7'
<br />r
<br />4 1/2'
<br />4 (TT:P)
<br />7-
<br />r
<br />8"
<br />b T!2"
<br />r
<br />3 i/2"
<br />r
<br />#'
<br />4 1/Y
<br />r
<br />b l/2`
<br />:2 1/r
<br />< (TOP)
<br />6'
<br />8"
<br />!1"
<br />-
<br />e
<br />_.
<br />4 (BOTTOM)
<br />8'
<br />-
<br />8 1/2-
<br />-
<br />8'
<br />-
<br />0'
<br />-
<br />5 1/2".
<br />-
<br />r
<br />-
<br />4 (BOTTOM)'
<br />SS'
<br />11`
<br />13'
<br />/3'
<br />13`
<br />Ir
<br />13"
<br />13`
<br />,S`
<br />12`
<br />13'
<br />f0'
<br />S {TOP)
<br />Ir
<br />6 if2'
<br />T3"
<br />tS
<br />Ir
<br />9'
<br />13'
<br />S'
<br />10'
<br />7 T/2'
<br />1J`
<br />b`
<br />5 (TOP)
<br />Tr
<br />11'
<br />13'
<br />13-
<br />Ir
<br />Ir
<br />Ir
<br />tr
<br />131
<br />12'
<br />Ir
<br />to'
<br />5 (BOTTOM)
<br />137
<br />7'
<br />13'
<br />Ir
<br />AX
<br />9 1/2`
<br />13'
<br />9 1f2"
<br />TO 1/2
<br />7 I1r
<br />13•
<br />Ir
<br />5 (BDnOMIj
<br />is,
<br />it"
<br />is,
<br />Ir
<br />is,
<br />T3•
<br />13'
<br />Ir
<br />Tr
<br />12'
<br />tr
<br />to,
<br />6 (/Ty��,�,
<br />IS'
<br />6•
<br />13,
<br />iG 1/2
<br />Ir
<br />4 Ile
<br />tr
<br />6 1/2-
<br />7 1/r
<br />5 ,/Y
<br />,r
<br />4 1/2'
<br />6 (TOP)
<br />_
<br />-
<br />6 Ile
<br />6 1/4'
<br />8 1/4'.
<br />8 1/4"
<br />-
<br />-
<br />-
<br />-
<br />6 1/#'
<br />6 1/4-
<br />.6 MCTT )
<br />-
<br />-
<br />6 1/4"
<br />6 1/4'
<br />6 1/4•
<br />6 1/4'
<br />6 1/4"
<br />S 1/4-
<br />-
<br />-
<br />8 1/4"
<br />6 1/4'
<br />6 (BOTT--
<br />Ir
<br />? I/r
<br />13'
<br />13-
<br />IF
<br />i0'
<br />13•
<br />t0•
<br />it'
<br />8`
<br />Ir
<br />6 t/2'
<br />1
<br />._
<br />> TO r
<br />8-W
<br />13'
<br />5'
<br />13"
<br />10 i '
<br />Ir
<br />6 1/Y
<br />1J'
<br />a 1/
<br />7 1/2'
<br />5 1/2'
<br />tr
<br />4 1/2'
<br />1 (TOP)
<br />7,g'_6•
<br />TO
<br />7`-r
<br />13'
<br />7 1/2•
<br />1r
<br />13•
<br />tr
<br />10 1/2
<br />13'
<br />10 1/2
<br />ll I1r
<br />6'
<br />13'
<br />r
<br />, (BOTTOM)
<br />Ir
<br />6 1/2'
<br />Ir
<br />it
<br />it
<br />9•
<br />13,
<br />9•
<br />Iw
<br />7 1/Y
<br />Tr
<br />6•
<br />1 (WITON)
<br />it
<br />7 Ile
<br />it
<br />1 13,
<br />1r
<br />IV
<br />Is-
<br />IT
<br />11"
<br />a'
<br />1 13"
<br />6 Ile
<br />2 (TOP)
<br />Ir
<br />5'
<br />13"
<br />10 t/2
<br />tr
<br />6 1/2"
<br />Ir
<br />5 I/Y
<br />7 1/2`
<br />5 1/2"
<br />H3'
<br />4 1/2"
<br />2 (TOP)
<br />13'
<br />7 :I1r
<br />13"
<br />13,
<br />1r
<br />D 1
<br />T3'
<br />IO 1!2
<br />IL!tr
<br />e'
<br />13-
<br />r
<br />2 (BOTTOM)
<br />Ir
<br />?•
<br />13,
<br />tr
<br />IS'
<br />9 1/2"
<br />Ir
<br />9 Ile
<br />10 1/2"
<br />7 1/r
<br />tr
<br />6 llr
<br />2 (BOTTOM).
<br />13"
<br />7 Tf2".
<br />/3'
<br />13-
<br />13"
<br />10 1/2•
<br />13-
<br />tb Tf2:
<br />1t Tf2
<br />6"
<br />1r
<br />:'6
<br />Y
<br />3 (TOP)
<br />Ir
<br />7'
<br />13,
<br />13`
<br />Ir
<br />9 $/2"
<br />13"
<br />9 1/2'
<br />10 1/2
<br />7 1/2'
<br />tr
<br />w
<br />3 (TO')
<br />-
<br />2 1/2-12
<br />1/2
<br />6 1/4.
<br />8 1/4-
<br />12 1/2'
<br />6 1/4"
<br />-
<br />1/4'
<br />6 1/4-
<br />3-(BOTTOM)
<br />-
<br />-
<br />2 1/2
<br />12 t/2.
<br />6 1/4`
<br />6 1/4-
<br />12 1/2'
<br />6 1/4'.
<br />-
<br />-
<br />6 1/4'
<br />6 1/4"
<br />3 (80TTOM)
<br />3 llr
<br />9*
<br />a
<br />7 1/2'
<br />e
<br />W
<br />4 1/2'
<br />5"
<br />3 1/Y
<br />r
<br />r
<br />4 (TLTP)
<br />7"
<br />S'
<br />8'
<br />S Tf2'
<br />7'
<br />3 1/2'
<br />8'
<br />4"
<br />4 llr
<br />3'
<br />6 1/2':
<br />2 1/r
<br />4 (TOP)
<br />...a
<br />B'
<br />-
<br />&.
<br />-
<br />6'
<br />-
<br />8".
<br />_
<br />e.
<br />-
<br />(8OT7(AM)
<br />6 f fY
<br />-
<br />r
<br />-
<br />a'
<br />-
<br />5 Ile
<br />-
<br />7-
<br />-
<br />4 (BOTTOM)
<br />7 Tf2'
<br />73"
<br />5r
<br />Ir
<br />t0 //2
<br />1S'
<br />TO 1/2
<br />1 f/
<br />6'
<br />1r
<br />r
<br />5 (TOP)
<br />13'
<br />it
<br />it
<br />9'tr
<br />r
<br />to'
<br />7 1/2•
<br />13"
<br />6"
<br />(TOP)
<br />I
<br />7 'Ir
<br />13'
<br />tr
<br />Ir
<br />0 1/2
<br />tr
<br />10 1/2
<br />Tt t/2
<br />a•
<br />13'
<br />r
<br />5 (Barme)
<br />WrE
<br />13,
<br />13'
<br />tr
<br />9 1/Y
<br />IS•
<br />9 I/T
<br />10 I/2'
<br />7 1/2'
<br />Ir
<br />6'
<br />5 (BOTTOM)
<br />7 l/r
<br />13`
<br />13'
<br />13`
<br />TO if
<br />13-
<br />10 1/2-PI
<br />1/2
<br />a`
<br />13"
<br />r
<br />6 (T }
<br />iJ"
<br />73"13'
<br />6 1/2'
<br />7 1/2'
<br />5 1/2`
<br />13-
<br />4 1/Y
<br />6 (TOP)
<br />Tf4•
<br />B 1 4"
<br />8 1f$"
<br />8 1 4•
<br />-
<br />-
<br />-
<br />-
<br />8 1 4
<br />B 1/4
<br />fi (B6T1.")
<br />8 t 4"
<br />6 Tf4`
<br />8 t 4'
<br />6 , 4•
<br />-
<br />_ -
<br />-
<br />-
<br />6 9/4'
<br />6 Ile
<br />6 (BOR.4')
<br />$a SHUT I I FOR AN01m TYPE k Ilm" rimwfSTAUAmw Poo WOOD flow &ALDINm
<br />e LWOLW, AND" IPACIM AND MINIMUM W E 06TAROE ARE MICATED 5 9 ON TNCHEWE tE FOR .D.
<br />LESS THAN ODBa7ED ON SCHEDULE RE m NNGNBR SFAGI9 BY WATPLYNC. SFKNAC SOWN ON
<br />SC emu BY THE FO-Lft O FACTIAM F1Rt THIS OPERATION TO BE POSSIRL ROMEO SPACING
<br />ORTAN" USING FACRM SKALL NOT BE LEM THIN MAIM "CWD INDICATED FOR EACH ANCHOR TYPE
<br />ON 7HH 5xE
<br />1/41W
<br />1/4's
<br />1/4•r
<br />1/{'e
<br />TINT
<br />//4'W
<br />ANCHOR TOPE
<br />WPM
<br />tMrmrWs
<br />6w1D-wnxL
<br />GwK-R
<br />MaRAW ANCHOR SPACINQ 01)
<br />3
<br />1
<br />3
<br />3
<br />2'Jr
<br />2 1/2
<br />WWNDW"f 6E HMJ
<br />3
<br />31/r
<br />r
<br />3
<br />3'/T
<br />3
<br />00MANCLO A) ewai 9n.
<br />A
<br />3 1/r
<br />3 ,/A"
<br />A4'11M11. 13300E. AYMIMItW
<br />FA010R
<br />e SPACNGS ONLY VALID WHEN SPACER IS IISID. SEE T�.E 11 MR MAX. AS,D.
<br />DESIGN LOADS & MAX PAMRL LETM,THS WHEN SPACER �i IS USED,
<br />TABLE
<br />&I A
<br />AS.D. OEM LOW
<br />PANEL
<br />LEMON
<br />40 PSF OR LESS
<br />W-B`
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />> 50 PSF TO 60 PSF
<br />5'-10`
<br />A MAX- PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W// SPACER AT 12 1/2- OX.
<br />1G
<br />_ --�!
<br />+rmu 1LRCa xND.
<br />I L E C O EEBc.
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />DAAwI Br.
<br />GLOBAL PROTECTION PRODUCTS.r�7/ttso
<br />aME
<br />4806 9.i. SI tRtIEEf
<br />2D-175
<br />T ala R QN MW, YUL1M1e:AFpW A 3n1W
<br />R,ii. a 01R Rat-:#Ie . F.: i1.O F»-Tsai
<br />DAMIE. FL, 33514
<br />wgXE (R4)lgQ-764A TALC C%s)MQ-eN7
<br />COMING NR
<br />INUALLATION, DETAILS FOR LiFE SAFETY PANEL
<br />INTO POURED CONCRETE OR CONCRETE BLOCK MUCTURES
<br />_...EXHSTINC POURED 1/4•0 TAP T-_ _ P011RE0
<br />ac: CONCRETE OR ANCHOR O 9 D.C. T ETE 0R
<br />%11L CONCRETE BLOCK %/.}•.3Y�A CITE SLGCK
<br />--_ -- ---
<br />-[ I t ilt;4 ( IT. 1,,,,,i d ' \ . / Ll
<br />MAX. AS.D. MOMUM ANCHORS SPACING FOR E,D, - AS SHOWN ON SHEETS 6 & 7 APPUCABLE Mkx81UW MAX. AS.D.. MWIAtUM ANGFIDRS SPACNVG FOR E:D.. AS SWIOWN ON SHEETS 8 # 7 A4ALIGWBLE I I ' t' I = i f t 2 I - ( 1/2- 1
<br />If
<br />DESIGN TO PANEL OESnW lOMAXIMUM
<br />i I 1 i I ' ( t ` 1 ja" Tf4,._-__ � ' T•/2" i/4T
<br />PANEL
<br />PRESSURE PANELtAATE PAFNELWTE & ANY LENGTIt _
<br />RATING TAPCON UG SCREW WOOD Bi15FAN0 1' IW1WG TAPGOFN LAG SCREW PANEUAATE PANEtAUTE WOOD BUSHING k ANY 9` I ? ! r i ! I I - ( I I f L!2 E.D.• 1 E.D.i
<br />Air" PRESSURE
<br />(p.tt.) FEMALE ID PLUS TtON ( ) COMERAWON LEtlGitH i ! i I I ; I t S r ( -`- -_-� ; 7 t
<br />�' THEM (p.W,f,) iD.lA1.E PLATS OF THEW
<br />(n•) I lc : SS. BOLTS 1 111
<br />13' 13' Tr 13' 13" w 1 tr 1S" it 13' 13' ,W (TOP) ? I I ! ' L
<br />d I I' 1f(lLSE2FOR PANEL L , i �� �i 11 j II MAX
<br />13' Ir t3' 13' 13" IRA (BOTTOM) Ir 13" 13' tr a` 1W (BOTTOM)�. OVFA T'-8IPANEL lE1FCtN81/2' B 1/2' 6 Tf2" B i/2' 8 ff2' (OOP) a lf2` 6 1/2' a 1/2' 6 t/2• fi Tf2` (tW') l I ! ', YRSTORM PANEL ! I i i 1 IRE /GULAR STORM PANEL t !! ' H II ( v p 1" Mln.
<br />i a` -a' O +40.0. -40.0 P•e+T• g 1 I"--"EPAPA 1 i p I
<br />B Tf4" 12 1/#' elf#• (IFO1T.") 5'--O' - 8 1/4" 12 4/2' 0'1/4' 2w (BDTT.') 5•-O" p i- i ! '� , 1.._ �_ )_.. '!.. ._-- I'__I _-_ -. _i -. _ ---_----. (wf NOWERAP AND PANEL LENGTH BOUT t 4•Q-28st• EXISR(JQ„p To GLASS,
<br />,/4•.-2wr p , 4'A.2I,r
<br />i ----e 1 r p 1
<br />OA' . ' ! 1 i t FP-: ., _ . _ •E - 1 , ., p-' - _. -' .. EMISTHt(G-#i GLASS ..: ....., aHx.15 w Ex{Sti
<br />8' 8' 9` 6' - 3w (TOP) L� 7. 7 1/2 a 8" - GDP) LESS I ! - €. I LIFE. SAF£t1+STORM PANEL } >.,..� _..�:_ tuM wRAW4q. t I I....._ 6LVE H,xE Fw4L
<br />H .. _. r-e' O +BOA, -S4:O p,a,t (A,ASS 6._..___ W U' 0'T- a FA DIMS
<br />-. -I_.- I.._ ��k .. .. ._.._.__ _. {! ..... ' .. \wl-....._._..,.)._.._. _...L.- yI ° ( , ' (W/O OVERLAP MO PANEL LENGTH BW-TJ A
<br />�. i... t ...�._ d � .�..., !..._ 3 L �.__.__. - : Ii I wowaEN r-iry LEAbN tWTn r-a'}
<br />e e a 6 3W MOTI M1) 7 l/z' a 8 6 3w (arm) :...... _ 1 -.- >.. I t _. r -- - I t I p
<br />T3` (TOP) 13" 13' IS' f3" 13' W (iDP) -..-. - -,-...._r._. ._.- T . .. .w.,.,.,� .It ...__�--_, 1 _ i - V .._ �..�F_ _ 77 T +: ,
<br />A i i ; A TINE 2 -w MIN. PANEL LENGTH I H s L' Max. 2' FM%.
<br />+48,-43 1S' 13 13' 13 13 MDITOM) +45.-45 1r 13' 13" 1r 13' 4W (BJnOLF) I i I ,)_-__.� 1/4'e-20x1` , \ _. }._. ___}__ ___F_ i____� �. ___�___} Ai Ali NOUILTMDS R-.. ._...._ -L-- I
<br />13° 73" 13' t3' 8 t • N TO _ ' ! I , ' ! i AT EA. 7S W t '-_ i I S} - _T- SEE E LENS PANEL L
<br />LESS !2 GDP) +75, 75 13• tr 13, Ir to' iw (TOP I j - I I i0-.® ---_ - '- %{SEAE�ELEy ON (� I (SHE HEEYA p (SEE ELE
<br />13' t3' 13' ,3' 8' 1w (BOTTOM) 13, it 1r 13" 6 ,ft` Iw (BOTTOM)
<br />1 ; ! : I I : ` ON SHEET 12 R I SHEEN 12 .. I ON SFEI
<br />i , , I i I I Min• ....I . ) ) g /` Yln. H
<br />8 1/2` 6 1/2' 6 1/2• 8 1/2" 6 Ilr (OOP) a 1/Y 5 1/2' 6 1/2' 6 1/2• 6 1/2' (TOP) tT.�} i \ra - � ' �f W 2 i u TOCIASS. I 1 p To
<br />- - 6 1/4" 12 1/2' 1 6 1/4' 2W (BDTT,') >5'-U` - - 6 1/4• 12 1/2' 6 1/4' 2W Isom.) _._.
<br />4 1/z' S• 8 Tf2" b 1/2` - (T�) 145�4' 4 tJ2' S' I if2' 7 1/2` - JW (TIDA) 7*-S" I y ' I 1 ! 1 ; ,__ ' -, ,_ �_ � N 1 Llj } 1
<br />4 f * 4 i 2' 7" r - SW (BOiiOA1) 5". 5 1/2' 6'. 8" - 3W tBoilTlN) i. I , 1_.__ t......._..,_.i. t : �.. i' __..�. - +•tl!, a_..,..^�_ .1._._._,1._.__L itt i t /•t f:`'1 ;.
<br />10 1/2' 9 1/Y i2" 12" 4^ (TOP) 13, I2" iJ' ,3" 5 Tf2 MP) d.�._,_T,-„-,. :I `�."� ._...�T__.-_i•-., 1........•.)...._..�,.�_-.... " ..__. € -r-��--r' jam- ,I -��-.-...- {�-- 1 R i y, j i -/`: T. i. , i i '� ,s" , e �"` H 4�f I
<br />' 3• 8 i 2` Sw tr Ir 13` 13" i0• Nw --f. _. L......»-f-...,_-# -- >- --__"p'.--j`-I--2-'-l-i'--- _!.._.___ '__,.-.'_'' -- `---r-•Y••.•t--.•,. '-?__-_"_-___`-'_S'-....'_¢--^ ., ,--)'---i 8' ( e.O* I A."Fi
<br />13 13 13 1 f (BOTTOM) (60TIOId). 4i. i i 4 s t , i s : -.i} NGiCSas A7'srD'b_. ! I
<br />+ SEE TABLE }II FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 8
<br />4 SEE TABLE r1 FOR %W. A.S.D. DESIGN LIDS & MAX. PANEL LENGTHS WHEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />SABLE
<br />!1 A
<br />A.S.D. DEStSNt LOAD
<br />MAXIMILM PA
<br />LENGTH
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<br />6'-B'
<br />> 40 PSF TO 50 PSF
<br />6'-2•
<br />> 50 PSF TO 60 PSF
<br />W-10"
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE fpWX ID OR PANEL MATE PLUS
<br />ANCHORS & W/ M SPAQMNB NQ2 1/2' O.C.
<br />Ile
<br />MAX. O
<br />STORM PANEL.
<br />PANEL
<br />n
<br />RIGHT PANEL
<br />IA/13, R-3A/14, R-1
<br />8/13, R-28/11 R-38/14,
<br />-2AW/15. R-3AW/16. R-1810/15, R•-20w/15, R•-3800/16.
<br />(SEE SECTIONS & ALTERNATPAS ON SHEETS 13, 14, 15 k16)------------------
<br />I IFE SAFETY STORM PANEL 0) ELEVATION (t)
<br />2.88r SCALE 1/4•.I"
<br />(AWL CYEraWHO AP -1 LE WLLE\) !( }
<br />3' t INSTALLATIONS ONLY VALID FOR WIND
<br />1" MW,i SPEED UP TO 170 mp.h.
<br />-�
<br />1/4` MAX, GAP
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<br />LIFIE PANEL
<br />' # �
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<br />EXTERIOR�tN"
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<br />46IM Si. St 614
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<br />R O 9` O.C.
<br />POURED CONCRETE OR
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<br />B L/2 a- I % 11 L ON MEET 12) G T I N T ON SHEET iz} Y 1 E j ON SHEET 12) u 1 ON SHEET iz)
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<br />L REW11RE0 ✓''-•-' REOINRED i ; E� i, i '1 } 1 A , ■ (�
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<br />1. INSTALLATION ARE ONLY VALID FOR A.S.D.. DESIGN *. = _ -^ U' t. INSTALLATION ARE ONLY YAUD FOR MO. A.S.D. Z'a'.ATE M
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<br />07/2T/]OM PRESSURE RATINGS (p.s.1 AND PANEL LENGTHS AS =* .. INXIIALPROTECTION PRODUCTS, U.C, °Tn', �.� F w/n/mo
<br />Z 'QO-. STATE ) _ * DESIGN PRESSURE RATINGS (ps.t) AND PANEL $ O'• LOR �- z
<br />lr, 'QAIO R I IMc. L PROTECTION PRODUCTS. LLC, aTE PER ELEVATION ON SHEET 71. STATE Ili.IECO ENc. - LENGTHS AS PER ELEVATION ON SHEET 12.
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<br />2, FDR NEW WOOD FRAME WNSTRl1Cn0N• wDDD. y'' MOW 9.a. 6, sOEF7 � /
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<br />SHEET NO.
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