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M X UA. A.S.D. DESIGN PRE5SURE RATING (P.0.) AN
<br />CO RESPONDING MAXIMUM PANEL LENGTH= SCHED=
<br />FOR SERIES I 000/2000 E-Z HANG STORM PANEL (1' , SYSTE
<br />tv.� UT -1 Y rn. -- -2CD�-z - ii-&I-?-&!��i,-DQK-l�--fBR�L�-�M-24-.,
<br />I
<br />MAXIMUM ks.0 � �� PANEL LENCT-
<br />-L-C�4i.S
<br />I
<br />MINIMUM SEPARATION —
<br />I
<br />TO
<br />!i 1
<br />OW-1161S.11111) I t� � )
<br />,
<br />i I,, BLASS i CONDITION
<br />i ATRU,C4D�E
<br />SEC`PO.S,
<br />.S&D. -75-3 70, OR LESS
<br />i
<br />2 olle- I BOLTO -
<br />-
<br />0 2% 3*. "W
<br />1 12,*
<br />
<br />. I
<br />& 3,W
<br />,65.0. -75 3 i 70* OR LESS
<br />I
<br />I
<br />2 7/8' EIGECE, . 1
<br />I i
<br />e & ,-w
<br />f
<br />BOLTED W
<br />MIASLRE�FRI�krl "20�3 4-FS,S III.& A WINGNUT AT VIC" & 1,Q% V PANEL LENOTH
<br />I 0 PANEL
<br />- -- --------
<br />MAXIMUM A.S.D. DESIGN PR=URE TING Jp�i.f,) AND CORRESPONDIN"AXL4-U�I I I D. - . ... 1
<br />SPACING SCHEDULE FOR INSTALLATIONS INTO CON104ME & CONCRETE BLQCK STRI&LUMA I
<br />-��,�LO QtJLY-TQR f N O- - 1, - ., �, I
<br />-gAtIi--� - I
<br />K-MM LIM
<br />A.S.0 DESIGN
<br />ANCROPS SPACING FOR C. 0. - 3 112- -
<br />I I
<br />PRESSURE
<br />INMIl- PAWL
<br />L-
<br />I
<br />IAPCONSS . CALM -IN
<br />I I
<br />PAREIMAM rOAALE 0 . PANIEU,MIC A,
<br />;
<br />RATING
<br />(it e, )
<br />LOiCIN E� 1
<br />- -
<br />to COWNEM
<br />To CON"'C"' !-,, O3NcRm
<br />DLOCK.
<br />TO C�014RETE
<br />'m
<br />,TO commm
<br />I'D "O"C'm To CIONCINTEPO
<br />a=—
<br />,
<br />12*
<br />I
<br />r
<br />12'
<br />------"
<br />1 N/A 12-
<br />I
<br />1 N/A I' & 2' (TOP)
<br />-- -----
<br />IV
<br />---
<br />___�LA �'l
<br />,�* I to.
<br />— �
<br />_�/A
<br />_
<br />'.
<br />,�
<br />___�_4'
<br />,
<br />- -!--�--
<br />I I' (BOTTOM)
<br />" A .. .t
<br />-§iA i- -
<br />12*
<br />1. 1 12'
<br />,�
<br />a'
<br />1 ..
<br />�
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<br />—
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<br />----I— jg� �,,�
<br />�66.0,
<br />____
<br />N/4 . N/A
<br />NIA
<br />NIA
<br />N/A 12 1/2"
<br />1 tl* 2' (BOTTOM)
<br />-7513
<br />!1A
<br />1.
<br />
<br />VIA 1 6 112,
<br /> �
<br />—
<br />N/A
<br />----,--,
<br />4 1/2,
<br /> �
<br />N/A 4 �/2*
<br />-- .-
<br />I N/A S crop)
<br />70" OR LESS
<br />".
<br />N/A 1 12�
<br />N/A
<br />.-----
<br />9 112,"
<br />-- �,7 'r
<br />,C, I I, -
<br />- --
<br />NjA � S (BOTTOM)
<br />I--
<br />i
<br />I
<br />1
<br />12'
<br />NIA I 127
<br />.
<br />N/A
<br />12*
<br />NYA ,21 1
<br />I
<br />NIA 1 4' (TOP)
<br />.
<br />L— 1
<br />12-
<br />6- ,�, 12' i
<br />
<br />- -
<br />9 1/2*
<br />12-
<br />i � -
<br />it'
<br />2, !..
<br />-
<br />I,- 1
<br />i 4* (BOTTOM)
<br />I
<br />- OWTED TO 66.0 p.s.f A.SD. DESIGN PAESS�IK RATING
<br />I SM S8M 25 F ANCHOPS -- & SAACING 'Ot' PISTILLARTONS effo WOOD
<br />nAw IRALD#4
<br />It"MUM ANCHOR SPAIINGS AND 4INNIUM 1101� DnTANCF ARE INDICATED ON THIS
<br />SC LE. FOR Ec LESS THIN 00 tD ON SCHEDULE REDUCE ANCHOR SWING
<br />IP MULTIPLYING SPACING SHOAT ON SCHMIULE BY � TOLLOWM FACTORS FOR
<br />INS OPM�TTGN TO BE �OLC REDUCED SPACIRc OSTURED USING FAC R SHALI
<br />NOT BE LESS 11MAN MINALIM �ACNAT ffiGCAIEO r0k EACH WM40R PIPE AT
<br />LEGENOL
<br />-ANO"m - -
<br />--------
<br />Y"! !1!71�
<br />ANCHOR rflPE
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<br />+ REIGUIRES �. CAFANCE BETWEEN BOTTGN OF PANEL Y111f � '
<br />AND 0 TO BE 1/2' J 1/2'
<br />I M-
<br />F -� 11-0
<br />++ Rr'luns m... BmANCE arrw-ul Dormu Of PANE,
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<br />BUILDING
<br />--
<br />----
<br />REGULAR. LIFE SAFETY & E-Z EjANG STORM PANEL SYSTEMS
<br />I
<br />(SCALE 112- I')
<br />- -- - - - - -- I- 15.125- EFDTAL WIDTH) I - . - 1-1 - I - I . - -2.11171 -
<br />- - 12 500- (EFFECDA WIDTH).- - - -- - ---- I -- - i ! - 103, 1/4*-2W/1-
<br />- - , - � - - -
<br />I 1 1,250' I - '750, - $S- SILO ow"ID
<br />-�:
<br />: �1- - - -- ,- � - , 6 1/0 (T,P) - I f '374�� To ARcu: a � ,/4*
<br />.,25'
<br />1 - ` "250, ,,at - - OR a I Z 1/2' 0 C:
<br />,No � " - , 350. - - 1,350' - �- 1 3,50, - 'I ,DO' I- -too' - , �-, r, -981"Ir I INA`, CIS "C"E"o3z)
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<br />'25tr", I � � h I " 3175- , r
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<br />I * I 1 67" .. 1 ,
<br />I HEM ED GALVANIZ , STEEL ,II 4 0
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<br />UD" ASTIA A953 TYP � , .2 1 60 .;LC 1 )0 '004, - � - 106
<br />"oil 5- L -- - A I .
<br />4W 5D MIMMUM HEMM 1-,75'
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<br />- (D STORM PANEL F 350, - DETAIL A - 2�000' -- I
<br />I
<br />� PANELS SNAIL, BE INSTALLED ALWAYS I- - 2,387' -
<br />I
<br />TRW LEFT TO RAIRIT W1 1/2* LEG
<br />PANEL
<br />AT END AT LEFT SIDE Of
<br />I---
<br />�, 1--' - I- I le' To- EDGE 0.021' (WiT.)
<br />PAREL
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<br />PXATLS END LIP -- - I . I —m
<br />11ALVANIZED STEEL
<br />W1 HENW77 f0a �� I" - �� 3?5, .,270, 1
<br />,- I * "
<br />- ' - �
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<br />- -1 —1, 11 1 I ' PANEL , I . /I �
<br />- 1��,-, .. .- 0 I ' I
<br />-
<br />^ ,Z - - , - -- , '33" , - .-270' j I` ,� " I
<br />. - � I .�� -1
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<br />- I - !., -17 - - C1 OR lfy�
<br />- 2.2!Io' - �// -� i F60 - 'I"'E" �,i
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<br />27D' I
<br />ISOMETRI�t-XLWLDXatL--A
<br />n 1 1! -,157�1' � I _,, ')
<br />I � " ROIDNOED CORNER 0 tN0 Or PACIEL'S 4' I'll : -
<br />� I - uk .0,55, 1 - -
<br />� I I
<br />I 1 —2.378* - END UP W/ .EmMEC, EDGE, . � . . .... 6.&.'s, 125,
<br />1 I (N, IS) 375
<br />1 -- TW SMON jus=-J!
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<br />Z.56�D` 4 1 D67- (�) �'KmAQLL-ftsdv? (�) EDGE a AA.C�
<br />II 750' - EJ ,' LIM ALLOI ju - '50. -
<br />072, '09' I'-) -D So' 105-HI54 AL
<br />1
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<br />11 I v SEE SHEET 6 FOR ADDITONAL
<br />-L 1 2,124 -- - - UMITTAITIONE W SLEM LENGTH IS I i'l
<br />-- IS, - �813, b,
<br />I
<br />1 125' ,
<br />- - I ONLY VAUD FOR INSITAL . Nz INTO
<br />�M" ; I (TYP, � WOOD STRUCTURES
<br />I 250* i , N5, (�) SLEEVE 2 1 /8" I ) . Iw
<br />1- ' MAX—JUN G! H .
<br />i,7450 . I - - 1 —2,000' -- ,_wo' 3 750*
<br />L!
<br />I
<br />--1%3' - , 125, ZION , � -Ii."
<br />- --2,548 - - ,118, (T,11.) I 1 '750- 2SO1-
<br />I OstI-, LL
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<br />'U' HEADER I I MP3
<br />(�) ffS--!H�AaR ( �U I-
<br />,�) , - , , I I I' MIN, 10 5' U.- -
<br />- 2 BOB" - -
<br />(�� SLEEYE 1* MAX.
<br />@ AWAL
<br />"ILIRKK
<br />1
<br />IMIH-* (4 EAfflimm
<br />�4. - 3.000 - 38I, .1, .111 "THAIII11", 101
<br />-: ', ,,.'��?, P, TII "", LL-TL4LWWja
<br />, "'
<br />I "W, -1:-1, /,,,"I
<br />- �, , ELISE ON,Y FOR F-Z HANG STORM PANEL
<br />I 171-j -- 1 4 , � �10' L-- 4 B8,1L " 1,
<br />- ... �� ": -` \f EN& `- `9 'I'-
<br />Ij .311, 65 - _ j _ �� ,%"I V , % . 1; ENSTEN) &63-16 .ALUM. ALLOY
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<br />rt 470- , wjq� , I " - e , !"
<br />. k(,,, z --
<br />44167 * �
<br />,�$71' - . FLORIDA BUILDING CODE (Non High Velo6ty HIM cone Zo.o)
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<br />I,,- 10 � WN a iL56I, WIN I . : NL�l - F.P
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<br />, 1 Z 24 GAGE GALVANIZED STEEL STORM PANEL
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<br />I : 085, - - �': 1 - -IC. .1 - z QRA.N IT,
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<br />TRACK ANGL (ZANIAC 3 ALLOY) AL �/,tcN�I,ez,I,ATC -. A - Ar A "I , ,e
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<br />LNMALLAA -Z EfANG STO.Rk PANEL_01
<br />INTO EXISTING WOOD STRUCTURES
<br />--� -1�-Tl
<br />i� I/"- tA. SCRE" a 6, O,G */ - It
<br />� I I t 1/2' III, IMBEADED KN";.nu, l
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<br />1,1 t 1/2' mi, "EkwD PIDIPPL. -, - , - 4 � . 1 1 I ILA7 DR. OR EDGE w - P�TTCAOTJII PENE"w"DR
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<br />I 20K � 24W.��;As,
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<br />-I- - - PLICINTA"016 12 1/2' nC - I ,,� I- I I �"`
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<br />I � II
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<br />il N�1` At'lluRAITON ,
<br />""
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<br />61 W.P, I C-F,
<br />moo' 9 WALL MOUNTING I � I
<br />. :,
<br />SER LS , 1, I I AERS 6 I .. ,'. LAt VPE*S 0 4- o,c A/
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<br />REOURET, f /2' w,, P,Acknm --
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<br />, ,'LATE
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<br />1R5JAULA-D-QR '�CALK t � I'- !' AWIE KOLNIED lw�
<br />t L
<br />ALTERNATIVE IN - -r� . - - i I
<br />. BUILD -OUT MOUNTIN
<br />SCAI.E i/1"- i
<br />- -1 1: � ELOOR TO CEILING MOUNTING INSTALLAT10
<br />WIE.% f , , I ALIERNAIIVE 4"W
<br />� IN51ALL6TION
<br />I -
<br />I 11,57ALLAP ,QN� ARE OA&Y 1ALID FOR BUILDINGS WqH .-S,0 DESISH tw,Vs ,,11 - i - - .- :! -W ScAu '/A-.!
<br />� -0 +IiHO. -75�3 Att AND PANELS LEMIN UP TO 5*-10' I I "'w"I"'In,"',
<br />, . I -,"��A Ttj,*IERNATIV`E 3'
<br />'i - , l
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<br />"I "I"N ", /,�, 5ckr 1/,*."
<br />2 FOR NEW WOOD 'RIME C SRUCTION WOW MEMBERS TO III- �Ou"�. HHJPI -1 -1 � I
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<br />- I I � , ,�r, E
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<br />. � FLORIDA BUILDING CODE �High Veu,cay H.rri.one Zone)
<br />=4I, - ,
<br />�: - - -- -11 I
<br />V�A 1 x I No. 4, 167 '. � 21, I- ""
<br />= . *
<br />�*= 20 GAGE GALVANIZED STEEL STORM PANEL I 'A
<br />S.UE17;-� r- AT,,v.R.1m "'i c;ir-mPA.Aum� ADS' I I �� "E".,- � * --, 1* . = OAw .1
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<br />- I
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<br />, 11-51� ,
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<br />I
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<br />-- ------ ---------L— I a - - I � S" T� 0, m, I
<br />.I�-
<br />I
<br />SiNQLE PANELSCD UNRESTR""rn
<br />A1-J9P-QR-fDM!J
<br />WITH TRACKS C2') OR-* *
<br />-
<br />MAXIMUM PANEL LENGTH
<br />%+11 OR %-" (ft.) 0
<br />NNOMU" �SO
<br />I E,S,G
<br />1k, IT
<br />,.,RL-,',U E PAUNG
<br />(P-t) (11 - -)
<br />CONCRETE & WOW
<br />INSTALLATIONS t --
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<br />- MAXIMUM PANEL LENGTH (�), @ OF (CA
<br />%+" OR PL-" (ft.) 0-
<br />-----
<br />,C' X1111 A-5,11.
<br />GEST 4
<br />PREMSUR C RATING
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<br />CONCRETE III WOOV
<br />INSTAUATONS t
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<br />- -----
<br />115,0
<br />.----
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<br />,�-a.
<br />JANIMUM SEPARATION TO GLASS SCHEDULE
<br />-
<br />MAXIMUM
<br />PANEL L04GTH
<br />WIND SPEED 4 170 ..p�n WIND SPEED 1 170 IPP.h
<br />DO
<br />-
<br />UNRESTRAINED � UNRESDAIKED I MTFW.ED
<br />�
<br />_ _ _ _ ,
<br />30 OR LESS
<br />I . T , 1. 6 1/4-
<br />I
<br />� 10 90
<br />7 1/2- 7 i/21
<br />-
<br />�20 TO 145
<br />_ -
<br />'. I ,� 7 1/2- , 112-
<br />-;F
<br /> to uE
<br />. - 1
<br />I- - , L- -.1 7 1/2"
<br />. —.
<br />ILAINIU11U PAWrl I ;'NnT14 lil.1 MR A rivni UOUNTING CONnITION
<br />-----�Z� --
<br />---- Top
<br />DIRECT
<br />11
<br />f 1, - � --,
<br />.0. 1 "'O" 1
<br />-67, =7
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<br />32'
<br />32' 1 w
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<br />50,
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<br />52- I 38- 1 1.
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<br />- -56"-
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<br />-0,2/4 1/4, 3/4, 4/5, 5/5 & 6/5
<br />,/�"
<br />1 --Lt
<br />1* - 2W/6, 3W/7 & 4W/7
<br />- J. I'M - � - ANCHORS OEF SCHEDULE ON
<br />-7- SHEETS 9, To &11)
<br />_ . .
<br />. I- - .-- 3' MAX_
<br />�-�i
<br />t* MIN .
<br />I- MRL
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<br />UNBOLTED PANELS [ � � �, I . .
<br />I I I I�
<br />:(SEE SECTIONS AS 1 1 � i ! M.5- SOLT W/ @ 0 EA ONTRI-AP X
<br />-
<br />I I APPLICABLE) I . I . (SEE SECTIONS AS APPLICABLE) �j
<br />� I I i � I S S.
<br />I 7 I I I
<br />i ! I , I i ; I � I I I i i I i ! i i d
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<br />-
<br />- � 1/4, 3/4, 4/5, 5/5 & - ijE " UIM�
<br />- -I, -� Lo, 1/4 1*1W/6, 2VI 3W/7 & 4W/7
<br />;
<br />- I � ANCHORS (SEE �',C"VDULF L14 SHEETS 9, To &IT) - -
<br />NEL (f
<br />REQULAR.SIML —PA � ELEVATION ,
<br />2.681' N.T.S. /-" M.- CAP
<br />(MIN OVEREAP -1 W,Qx VAUEY) t
<br />:
<br />4 - -- Jk�
<br />1/4' ,C-----
<br />MAX- CAP, -K�:7----I-L-T -NL-/ -\—/ �
<br />T SECTION A- 17�.
<br /> 1 N.TS. �i)
<br />NOTES.,
<br />(11 L+; MAXIMUM ALLOWABLE PANEL LENGTH FDIC A CA"EN POSITNT A,SD. DESIGN LDAD�
<br />L VAX ALLOWABLE PANEL LINM FOR A GIVEN NEGATATE AS.D DESIGN COAD.
<br />��
<br />�) PROCEDURE TO DSER%ANE MAXIMUM PANEL LENGTI*�
<br />CNAEN A POSTIVE kS.D. `*N LOAO� DET13CMIR5 VAKII PANEL UUNGIN 'L-' 1ROU SCHEDULE
<br />DESr
<br />CIYEN A NEGATIVE ASD. DEMN LOAD, DETERMINE WOOMUM PANEL UViCTH -L-- FROM SCKEMS,
<br />9NAL mmimum ALLOWABLE PANEL LENGTH IS EQUAL TO � ACUZBLY� DETERMINED PANEL LENGTH
<br />BETWEEN 't.' MO %-'.
<br />,-,3 SEE SCHEOUIE, BELOW FOR MIN, PANEL LENGTH 10- PC, , l091Y OUALORCATION,
<br />-
<br />- - - - - --- - - , - I
<br />. ,NSTALLATIONS INTO WOOD ARE 1,41TED TO , 05 ...-I MAX AST,, DESIGN P!E,
<br />-
<br />Az �- -� '
<br />ikr*j;�� &I, 10 & IT FDA m,ut, A.SD. 0"" LOALS At MAX, PANCL 11NQNS FOR I
<br />, IN ,
<br />_ ,
<br />SECTION . Em SPACER CAT is USEU
<br />;F -.,- I,J� C,v� .. j:P---, FLORIDA BUILDING CODE (Non High Veiloqlly Hwrricon. Zone)
<br />,
<br />� 1
<br />:
<br />* :
<br />----.
<br />' I �:
<br />0-44167 I =
<br />. -
<br />----------
<br />omo T`OECO. NO,
<br />-
<br />I'll
<br />24 GAGE GALVANIZED STEEL STORM PANEL ca'. IT,
<br />K
<br />,
<br />�
<br />-:�%,.
<br />, 0,,� .
<br />�, '..
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<br />/ � " '%
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<br />-
<br />'*
<br />GLOBAL PROTECTION PRODUCTS, L.LC. "'i'L
<br />- 5vC IN — - -
<br />-,
<br />"M" FL = '(-T-57%1 20-175
<br />�- (-)-,5151 - --- --
<br />1-1--i — - DINING-
<br />,2��' "'A"' - -- c—N'
<br />,� - .1 - - i,.:17k — I ...
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<br />MUD MR FMILAA I ,FIE 5IIEIM - F--Z bM =M MM I (C) lo-,a!�ITMIAI&D�f�rffK--�BA�iii.-��--�!,��..M&
<br />S
<br />� � STORM PANEL S�IOWN ON THIS PRODUCT Ev%L�UICCI, rOCUMEW (PED.) IIA5 13EM VERIFIED FOR COMPLIANCE ON AGCORLANCE - 1/4-0 TAPrON ANCHORS, AS M,*WFACIURtO BY I CW. 8UILUE9, INC --1
<br />-
<br />�
<br />WITH THE 2020 i7th EDITION) Of THE FLORIDA RIOLDING CODE THIS STORM PANEL SMALL NOT BE INSTALLED AT HIGH - #14-tO PANELWATE PDOLE to AND PANEULATE PLUS ANC40RS� AS 4AANUFAC-URED Or E00 CONSTRUCTION 0: CIS.
<br />'
<br />VELOCITY RURRICX!4E ZONES DAIAMI-SADE / SROWARO COUNTIES). - 1/4'� LAC; SCREWS PER ND S
<br />.
<br />i 93-
<br />T
<br />-F,
<br />DEE .IGN WIND LOADS SMALL BF, DrIERMINED AS PER SECTION 160S Or THE A13OVE MFPM014ED CQU,E. F04 A BASiC W1140 - 7/16'0 � 5/8' WOOD BUSHING. AS D15TRIBLFIED By ALL POINT SCREW. BOLT & -�PEMTY CO ,
<br />, �
<br />,
<br />SPFCO AS REQUIRED BY THE jURit;vIC`rKN4 9KERE STORM PANEL WILL K INSTALEEF). AM FOR A DRECTU4AUTY FATIOP .-
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<br />11-Ir ABOVE MENTVONED CODE AS MR AMERICAN TEST LAB OF SOUTH FLORIDA REPDITTS JOW4.01-01 AND #0219.02-09. AS SHOULD STUCCO TAISI. AND - MINIMUM FUR WALLS WITH No 510CW
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<br />5. ALL SCREWS TO FIF STAINLESS STEV 30A OR 3',& AiSt SERIES OR CORROSION KSISTANt COATED CARBON STEEL AS PER ViN ATTACHED TO INSURE PROPER ANCHORAG�E� THIS SRILITTIS SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
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<br />_ REQUIRED, I I �, 11 ! I I - . ', - � DT= BEAM TO U CIERTIPWO SY - - 'jz - - I - - I
<br />. EXI POURED CONCRETE SHEETS 9 THROUGH 101 OR CONCRETE SLOCk I I - � � I - 1w 1" A " BEAM REQUIRED. STRUCTURAL Cn -+-j
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<br />I I 11 3) 1 1 1 (SEE SCHEDULE "'S"NI; �m - -; -1 - 2"And' WOOD I i I AN LENGTH -. ' ON SHEET 3)
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<br />11 4 7T I � 4�0 i I - i i C, v
<br />. �, 11 � , 11 :: � 0 12 t/2' O.C. SEE .ABLE #1 ON SHEET 11 FGR MAX, PANEL LMIHS A, T i
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<br />11 2 . .4, Av�,oD I , (SEE SCHEOU
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<br />(SEE SCHEDULE ON , Z' , ACOD "-- I 1 nl:
<br />, -STAGGERED W1 STUD WECT 3 MAY BE REI TO ,/4' � 1 (2) ANCOOR" WRO Cm wwomm 0 WATE FEMALE ID OR I SHEET, 1 1) I
<br />� j ; PANEL W-1 POIS) STIALL BE WAM.."WA, 11 a I/,- DO, 11 I I
<br />, S.Htm B & ,O) I (SEE SCHEDULE ON � Ujog, ,,S Ike FOLUMAID CINDMORTs Mr. � , i , I i j �t.AT, RrOulno VNNZI - -- U-,A�T-`-�' C "COURE. -
<br />COMORE , Of WALL OR SIAS . , � I j . � I
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<br />.. FLORIDA BUILDING CODE (Non High Velocity Hur Icons Zone)l - .1 - ,1� '-. - 1-- I I , lNr,ALLAnON ARE ONLY VALID FOR MAX, A S�D I = III v . - - FLORIDA BUILDING CODE (Non High Velocity Hu carms Zon*),
<br />I - . :*E ."m III - 11. <
<br />� at,00 -, - - I , INSTALLATION ARE ONLY VALID FOR kW, kSD. i � , -
<br />- : lj� 44 [Of '� = li 24 GAGE GALVANIZED STEEL STORM PANEL Nm ' - DESIGN PRESSURE I ,
<br />-EDR I TOP & BOTTOM MOUNTINGS, CAN BE RATING (D.s.1) AND PANF-J LENGTHS 24 GAGE GALVANIZED ME STORM PANEL
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<br />- � * :*E I - -- - - - - x * - - SCHEDULES ON SHEET 3 0, - =
<br />� I � /1-2. TOP & BDTTOM MOUNTNGS CAN BE AS PER SCHEDULES 0-4 SHEET 3 (EXCEPT FOR = v/2,12.. INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD - / 0/27/2"'Re
<br />STATE 0�-�� . \ G -2 � -'O' STATE Or-�--- ' ' GLOBAL PROTECTION PRODUCTS, LLC. , I .. �'� �L . , - / 11LIECO.. � GLOBAL PROTECTION PRODUCTS. LLC. ,,WI
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<br />(SEE SCHEDUtF 1� 1 -116 C - -. 011)) - !, ITRECT
<br />-1�1 �/— � 20-175
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<br />TILLI MI.0 & E.OINEFINNG CON 04��. IL I.Vill 2, FOR NEW W03D RAk Qmur� f1p 14. - - - . . AR, - � I, ... , WNN .11 =
<br />) 20-175 F ME CONSTRUCTION; WOOD ... -1, IONCL DAR"-`fw-, --i`iq5')AeeTDV 20-175 -1=-V-.1�tZ -_I=:-_, 11 . m-)=n�s� -�11.1".,
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<br />SHEETS 9 & tD', COMBINED IN ANY WAY TO SUIT ANY I �. I, ,
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