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END CLOSUREa-UTAILS FOR INSTALLATION TI C3 N T ,. <br />NC TRVALID <br />SAFETY & E-Z H C)R P N 1 <br />y� <br />y __J PQQREa <br />VRRtE5 y� o- w s <br />Ak..aY C`f!w'1 <br />TNO , <br />ANa i' <br />TAPOO 1a0 b i"e s f 31y8t <br />is . {NwLrREfl towcaE+e 6 <br />a $ d`eLOU1:OR 2 A wOOO.CAM � <br />4in <br />EU eAut t <br />.2K <br />"w A° kP s:At <br />f <br />4'� F <br />+,� ,zk2 ,.. p <br />t ."„t <br />x +. is F <br />tU # RaNF3 - <br />aat 1Et8h'KrF ISO L#{k3Ji <br />'eta• rr.c <br />.! , VARIES` a 2` 8" ..M58` CONt. <br />t 5 M. <br />< .. ,} 9l L K73# 086,- ANGtt aP=. 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DOROPETE, <br />REQREQUI M3"4i" wQaa FP✓tME G <br />u . <br />RED ,. <br />OR(A <br />vARES FRONT"4` <br />as xa <br />PA±act.} <br />+Arta COL at cur 00 <br />QtSTANCE , <br />'-=' M` <br />", » ✓ ,A, •" »x ,...n *w f.s.«iD s,s teasx a...f <br />CASE„�.{ La1AN) <br />aN`Mt41tlt.#il4/kfphl <br />�� u,areae to �+�_'(Ta,Y A,.T14 / y SCALE its ml^ <br />P; FOR INSTALLATION dt <br />VA."Y3 DIRECT MOUNT ONLY <br />CERTIFIED PAM€L INSTALATiON AT WALLS Wf <br />s� NO, 44167 SURFACE LEVEL NARIAXONS 1Ni'HrRN 3/r <br />FLORIDA BUILDING CODE(Nov High vVetocity No come, Zane <br />CASE § PLAM1I t LASE F (PIA -, F i = cav arlca »c TA TALE tkLYARtZEO STEELSTORM RANEE co <br />caFg <br />scaE 1J#"ter SCALE SAin=P» OtIiD�.y� : <br />w/pk6N,CL3811 ?Rt7ECtiUhPRODUCTS. LLC <br /><lNyr" <br />"I #i{ 40003R, 9SiAS <br />LrG�# <br />Ol, rL nilA 10"I75f <br />PEWHE. 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AS.Y7. <br />MAXIMUM ANCHORS SPACING FOR cO. - AS SHOWN ON $NiET'S 8 & 7 rxPPLICABLE <br />M yM . <br />DE'SK'N <br />. 7FR 0 <br />PAkML <br />PRESSURE <br />TAPCON LAG SCREW PANELMATE PAVELMATE WOOFS RUSHING aP ANY <br />LENGTH <br />{px f.3 <br />FFJAA;L_ ISPLUS OF THEM <br />ow <br />11 v 7W <br />3" ts" 1'u" t3' s } <br />1S°' IN(ROTRAG <br />6if2 <br />t <br />8 / <br />n " <br />a <br />� 1/d <br />i2 F j2 <br />?S 'lh" W ieQT`=j <br />"rai <br />3W VIP) <br />L£ I <br />- <br />tab -45 <br />4W OH <br />ITN! } <br />tS <br />CFS% <br />1 "13'1$" <br />3 <br />3"} <br />8 t 2* 11R <br />l (T� <br />$ <br />3 <br />t3" <br />8 1 I <br />B I fx r <br />8 2 <br />f <br />$ I <br />F b 1 2� CHOP <br />l > <br />1 <br />/ <br />f ( } <br />.u.....i%..�,,.. <br />..-�?„ <br />_ di " <br />--,�. <br />� - <br />TO <br />1. < <br />4 Ile <br />J2 <br />?. <br />3W (BOTTOM) <br />f6 1 2 <br />f <br />Gzf� <br />12 <br />id �� <br />t" W (C } <br />1s <br />3 i <br />..-.s <br />3 <br />to <br />a I/e IL11 (9Q S <br />P E SPACER IS <br />SEE TABLE #t FOR MAX A.S D DESIGN LT5Atii5 & A3NS PANEL NGTHS LE WHEN <br />USED, CORRESPONDING ONLY TO ALYERNA7E 2W ON SHEET 6 <br />MAX. A.S,Tf. MAXIMUM ANCHORS <br />SPACING <br />-. <br />FORE,[a. g AS SHOWN O?d SHEETS <br />$ A7 <br />APPU 6Ca,RCE: <br />MISR <br />To <br />PANa <br />FAO SCREWPANEiAARfic <br />P 1� <br />WpOtS gl15HING <br />PRESS <br />RATR4G» TAPGON <br />FEMALE 10 PLUS <br />OF vvD, <br />P'1. <br />{ %` <br />3 <br />1S r <br />S` <br />(�9"tiSN:} <br />(wr <br />f- <br />e x <br />l <br />t <br />� 2 <br />l <br />8 t " 6 I <br />a <br />f l2: <br />& r. a <br />t <br />w (TQP) <br />_ <br />a 1/4" 12 4f2' <br />5i/a <br />2 ( 'ax.Ai <br />W-W <br />aw (Norf* <br />i$" <br />r3 <br />13 73 <br />13` <br />W pp) <br />4549 13, <br />111 � <br />t �(DUTTON) <br />§ri <br />I79, e7S 13' <br />T3 <br />13" <br />iW <br />3 <br />t I4 <br />(BOTTOM) <br />1W f� ) <br />1 <br />� <br />2w (WIT,-) <br />i <br />a5•=0" <br />.. # n"- <br />5. <br />..._.._. <br />f l <br />,... <br />, <br />Q <br />i .._..,.. <br />g i <br />5is?� <br />W T w <br />dW BCtii{R.i <br />t <br />SEE TABLE. #i FOR AVSX A,S O. DESIGN LOOJS & NO PANEL LENGTHS WHi N SPACER IS <br />USED, CORRESPONDING ONLY TO ALTERNATE ZW ON SKEET 6 <br />�Q <br />A.S.O. O tON LOAD <br />PANEL <br />40 PSF OR LESS <br />6'_K <br />> 40 PSF TO 54 PSF <br />61-2" <br />LLD P5F 70 64 P5F <br />9 -10" <br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS <br />W/ PANEL MATE iD OR PANEL. ELATE PLUS <br />ANCHORS dx W/ S S�lh_ Mirtr 1/2" O.C, <br />INSTALLATION LS FQR LIFE <br />INTO POURED CONCRETECONCRETE BLOCK <br />#Jd`R iAPLAN NG PF;URER 1/4.0 TAPS N _ SnNG POURM <br />ANCHOR +Y 9 Q C-cbdtGRE7E T ANCHOR a 9 4 C NORM OR <br />CIMCRMBS.QCN R SlFipc^4. SLOO4 <br />>F f <br />20 <br />t <br />01 <br />�0 TO, <br />ib GLASS, <br />i PM Non <br />'°L' 1lnA $$ °' , <br />vmN k L £NGTH tat A e PANEL LENGTH <br />(SES ELEVATION a I _- {5EE ELEVATION <br />ON SHEET I2=1 „_,Ld ,".. 4'N SHM 12) <br />tI <br />i• <br />GHSTINO eau �rrCONORM <br />f i <br />LAY` UC FIE, <br />e* 4 <br />5£E '.2iEE15 03 It TB FOR Nwt"ORS 'TYPE a,' ACANG €riA 1 <br />RISIALLATIONS INTO wow F#VNE <br />MRM M ANCHOR VACO0S MO "MUM SIX DISTANCE <br />AIF Woo - a Ow TM SONEQULE. FQR 'e,O LESS 7KM <br />MOOTED ON £CHEOULE R€A= ANCHOR SPACING 9Y <br />M47YHN,'HN^u SPACING SHOWN ON SCIMLE or THE <br />CA1a.vfto"r FAII'm FM 1d; C}Fo`w" TO SE P4sSdAF„ <br />REMMO SPACOW oerAMEQ Ub NC FACMA SNAIL NOT BE <br />tm IIHN, low-M SPACING MQ6CATEO FOR M" AND" <br />HYPE ON mel Swrwa£ <br />AM�*M TFPF <br />SI*) <br />upw ,* <br />t/4"i <br />lNiR2AC E <br />MRAMMM, aR#IOB woaaa M5 <br />s <br />cm.n'.9a <br />'lBR:IMW Foc. I. Yip) <br />a <br />3 <br />tw#geu+ctmnt gp�y sale C�3 <br />$ <br />3 V2 <br />ALA toms <br />fww <br />4sa 1 w <br />(VAUD ONLY FOR PANEL(D INSTALLl47IONS AS PER SECTIONS I THRU fi, ON SHEETS 4 & 5) <br />. A:S,W. <br />DESIPRESGN <br />11h <br />F{A G <br />({% .m,P,1 <br />� <br />MIN € b. PER <br />LE BELOSV <br />APPLICAKf <br />� MAXtlMUM <br />PANEL <br />l£NGSH <br />y .. * <br />w hh"t +q <br />n s <br />t}iEM <br />A� <br />YiSSUP <br />e#J4TINCe <br />MAA§Mtlid <br />AAlO#RSRS SPACING FOR -ADM E.Q <br />-- <br />PER SCHEDULE <br />@a1OW <br />_. PAXEi.. I <br />CALIF IN ksN +CTM <br />R :ANY L <br />{a <br />OF TH.iA <br />-.. <br />P :. <br />ANEiMATE <br />4'ET.W.F. Ni <br />P 'iE <br />P . S <br />LU- <br />TiAi^-... IV <br />P.AL:X tN <br />TAPGiISi <br />-. m <br />- <br />">USY^5E7 PANEi.MATE PANE'LVATE <br />:E 1Q: <br />'Ifl .. 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'.e' <br />�....� <br />r 1l2* -" <br />2 BDTTOU <br />i i <br />3 <br />5 <br />BQTTK'At <br />3 T <br />i ) a <br />9 {'tbP} 1A»p <br /># (60170M} <br />(Top) <br />5 !s <br />�M <br />(Bo1i+3 } <br />QP 1 <br />� tesrrT.» } <br />8 Ile s. HtYfTYiii <br />#3 ( I <br />13" 2 r <br />/ } <br />t <br />8 # # S # 3. L'TT'�{ <br />f f 7 xb <br />8 iJ2° 3" i (WTT 9"6 <br />._ <br />7 1/2„ - i (Bd7T41A) <br />3 3 3 2 5 <br />} l (TOP} <br />et 2" <br />i 9 <br />3 l i1TDM, <br />13 l i14PJ <br />e.1li s }ii 6 aors.-�} <br />#3 T <br />: 7' <br />a " - 3 <br />_ <br />11 t3 <br />t 1 Q Ile <br />3" i <br />� Ile <br />l# l <br />M Ile <br />t / <br />$ <br />' 8 <br />i3 12" <br />ws , �" <br />a i i � t # <br />f / <br />_ 9 9. <br />73 1'2 <br />1 " t 2 <br />J 9 <br />-^ <br />� _ <br />7 <br />i0 1 2 9 2 <br />/ f <br />i " # 'i <br />lit 2 % <br />e...._. <br />2�F <br />, <br />_ _ <br />$ 3 6 <br />13" 8 §�.S <br />11 i i e rji <br />I <br />�- <br />3" S <br />,. ; m <br />.- -I.. I _ «. 1 2° -.- _ <br />1.. .... ; " @ 13 <br />3 1 i3 >l. <br />. - -- <br />c }/i s3 il# a 1 4 Ie TfA - <br />! " <br />$ 2 <br />/ <br />� <br />2" <br />/. <br />- L - <br />SEE SHM 11 AIR A9040AS WK & SPACRMi 4,OR MSNUATNINS WTo "OD I'MIC VIRLORAG'0.. <br />s "WUM ANCHOR SPAO M AMit MAIMU{M EOC[ DISTANCE ARE P40c: M OR 14d SCIEDULE FOR E.4. <br />LESS THAN IRWAIE6 ON SCHEDULE PEW" MN,U" SPAGR+6 By M4A.11FYWAo SAM"a StIOWN ON <br />s,HE{b, AF Bi I w MORINO FAG'mks^ Fa}1 TENS oPFRATIQN 7a HE P65§MA,E, REOUCEB SPAt m <br />WAIN A IS" WTOR. SFWA. NOT BE :ESS THAN, ARNMIN SPACING & ATO FOR fACW ANKH" TFPE . <br />ON vas wwPULT, <br />Tye e <br />tl4St I/e* <br />1/4"A <br />I/e. <br />rimt/4♦ <br />ANCHOR_.. <br />- <br />�tm-:ter <br />aruc-srhaa <br />S+ur-iw <br />sa3 <br />5 <br />2yr <br />2 vl <br />EAM"EL', <br />: A t✓Y3'3 <br />X x Y" <br />4 1jr s(f'� <br />FACTINt <br />xa SP ONLY SAAEU).WHEN SPACER & IS USED. SEE 7 1�f'OR 61AI1. AS,D, <br />f -. DESIGN LOADS & MAx, PANEL. WWHEN SPACER <br />AS,D. DESIGN LOW <br />MAXIMUM PANEL <br />LENGTH <br />4D PSI" OR LESS <br />W-8" <br />> 40 PSF TO 50 PSF <br />8`-2* <br />> 50 PSFTO 60 PSF <br />5`-10" <br />A MAX, PANEL LENGTHS ARE ON VALID FOR INSTALLATKINS <br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2" O.C. <br />(SEE SECTIONS & ALTEANATM ON SHEETS '§ 13, 14. 15 Acer~j+}-_ ._._.._..._.... ..v-.._.�... ...._ �.............. <br />I <br />l $' WAX R-iA/13, R-2A/13, R•-U/14, R-1B/11 R-28/13, R-30/14, 3 aw , <br />R-tAiW/15, 0-2AW/15. R-3AW/16. R"-18W/18. R-28W/15. R--38W.%16. <br />0 0 0 0 0 <br />jtjf <br />I <br />I I 6 t 9 3 = v <br />I` I <br />i � i <br />- t (U54 t"{IR PANED LESR:°1fi { S L E <br />I t 4 PANEL iEtiGtfi <br />€ OVER 7' S.q. <br /># q <br />d <br />� ��� <br />k'EG¢FlAR STORM PANEL � ; {iEGi1LAR STORM PANEL <br />a tMD PAiiEi- LENGTH 9G1.. <br />t f T} <br />Etc Eit ST@RAT f'ANr'3. CVI <br />. 1 <br />I I tWIQ LAP Mw PANEL LTrtl alaLT <br />I <br />e iUSE 2 8 MIN. PANEL. <br />AlALL MCWHTYSG^> <br />BUL15 W t i <br />A # et• OVENS T <br />yt E <br />8 <br />> <br />{ [ k Y 4H2 <br />i i <br />I 7 i <br />jj I <br />_. ..... ........_. -y.., �._._._ __.. --.-- ._,......___ ..__.... �.,.._..,_ _. . _,-. .... <br />S t a <br />T,a NOTC2ff.5 Aim <br />w " L V C�Ai14N d LIFE' SAFFi"Y <br />1. j <br />PANEL HObM CORNER' <br />S P~Q , <br />e Y.-i <br />._.. _: -rraEA ap r <br />or� WCNU NUT A# NUT AT <br />_ �� ,WING <br />LEFT PAREL .._ ARIGHT PANEL iN5iAkiATEQNS COL,VAW fGR WLhIU <br />LOIR-iAW/15. <br />s MIN. R 1A/1S, R-2A/t3. R-3A/ik R-10/13. R 2R/13° R-'38/11 MR,` SPEEti uP TO 70 ma.ri. <br />R-2AW/16. R-3AW/S6.LOA R-1RW/15 R-211W/15 R 381W/16 <br />i_---------- . ---- ...„... _._. ._..._...,,..._._..,.°..ANCHORS (SEE SECTIONS & AMPTIATNES ON SHEETS 13, 14, 18 3ci8} _......_....._......, ...„._._.., . _... , _._... .. _ .__. <br />. 1/4, MAIL GAP # <br />IF F Tl' STORM PANEL (j) ELEVATIONt) $ <br />�. srnir <br />-' REGULAR 2.887" ,. REGULAR t :. <br />a= ... STORM PANES. (MK tRrebiLM t 'RCA;f trtitL„PYJ STt`liRM PANEL <br />oow <br />ems i f <br />CAP <br />LIFESAFE#)' PANE. 'TTk <br />„ , SFAIN, T1':- FLORIDA .BUILDING CODE Non High vajoacify Nur€#come Zane <br />,% ;e� wamzo- nLTECTc, ex: ea. <br />24 GAGE GALVANIZED )EEL SFDRi1 PAWL � <br />MOM `�F� <br />..... <br />°. y �!� X l s1 i 9 G O GLOBAL. PROTECTION PRDOUCTS. E.I.C, <br />`•",._ _ �. <br />SE TION A -:A TiLGn T t cNaw COMRANY 400 SM. e1 STIFF: <br />SECTION <br />J "'% mx m,9'a=05>lrA�w tlB,S, Yl 29'ra <br />"SCALE t.th"�I, �i ' er,,"x.,, twit Ai,-"nxi.we:t�ast .WADS, rs+ar {esit>mR->SsE„xsl: 4sfASnSe-etRf` 20-175 <br />i.z a> SR.wM'. adi a�N': "a1XXa: .cam 4C.Adf81W'.. <br />PE.. 41�iOA1E w4�.' iT.R l tRf.R e1f.; i�r,. - t s[P tT-.x4y a: <br />t SRfi"F @E 93 71i <br />i, INSTALLATION ARE ONLY VALID FOR A,S,O. DESIGN <br />PRESSURE RATINGS (p,.,f) AND PANEL LENCIMS AS <br />PER Et.EVAIM ON SHEET `IZ <br />2 FOR NEW WOOD FRAME CONSTRUCTION; WOOD <br />MEMBERS TO BE SOUTHERN PINE No Z. W/ SPECIFIC ; <br />DENSITY OF 0,55 OR EQUAL. <br />M <br />MS <br />TAMDN e.4" <br />R a 9" Q C.. PLATEU <br />* (k <br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS # THRU B, ON SHEETS 4 & 5) <br />- <br />. <br />MASS.A.S.O. <br />-. MAXWOM ANCHQRS SPAWNO FUR FIN , BELLOW CARL.E fAA%RM.w MAX A;S.p, MA)CMUM ANCA4OR5 SPACING FOR WN E.P. PER SCHEDULE �I.OW <br />ESlAPPUCABLETO <br />1Q <br />ATCR4UM <br />DESIGN <br />PRESSUREFEMALE. <br />DESIGN <br />T PM PANNE PAdiB' Faa£SSCF F TAPCpN SOLl9-SEf iF PFN' LMAtE ZAMACmNANN <br />: tAF'Ct#N StA.ib-"5EF ZAAAC-KWN CnLiS-iN skNG R. PLUS Av` <br />PLEADS Q <br />. <br />... <br />tzAnalG <br />(P- } <br />� L RATING TRH <br />o co#<t <br />it tG To m To m '. 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O l2 <br />T3 I !'2'" <br />-.. <br />7 1 "" <br />/"i <br />9 B <br />J1..1 <br />0170M <br />4 5ij2''3`, <br />F tTti'P <br />s�-i a�'sd <br />... <br />.. <br />14 i 4 .*':.$ <br />�✓ b 1 s tsatr ? <br />9 a <br />P <br />#Qt <br />4 <br />...a <br />- <br />t f t <br />.A,d <br />"M. DESIGN LOWVAXIMUM PANEL <br />LENGTH <br />40 PSF ON LESS 61_6a <br />> 40 PSF TO 50 PSF S'-2- - <br />> 60.PSF TO 00 P5F 5`-IO'. <br />A VM PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS <br />Wj SOLID SET ANCHORS & W/ SPACER AT 12 1/2" OO C. <br />Ao Tu. INC : 24 GAGE GALVANIZED STEEL STORM. PANEL :NHS tW <br />L?atoci € an GLOBAL PROTECTION <br />sP33RaiODUCTS <br />u� <br />-� <br />+�€ <br />!tIv, <br />RARE titu 2Dliadis:xma w f <br />, <br />INST L T F <br />R TR <br />L9t'JSG POURECf t/4'4 TAPCQN.,, . ST1NG POURED 1/4.0 TAPI <br />ANCHOR ANCz a e°'s� a E 11 ANCHOR a <br />s s <br />t. . <br />I <br />P !I LEN <br />t Ar <br />9 7H if 5 P AtdEL I <br />R " t <br />(SEE <br />' S r+tATK1#f _ EE A <br />{ <br />{SEE Eli <br />E'er <br />N <br />R r err. I 0 SHEE'T <br />! 7 i <br />2 S 5N S - <br />} f F� <br />_ <br />li`Si'T'Ai <br />p in LA�CIA%$ <br />7{ I <br />F <br />a <br />f- <br />{ <br />«C" <br />4 <br />< r <br />r <br />} <br />r' <br />� t <br />tr / s <br />I <br />t <br />I <br />J.� I <br />l <br />1 <br />T <br />d <br />k <br />�1{:47S3.. <br />F7 R`'aAG81.zs <br />W M.S. <br />ti <br />fF <br />11/4"e TAPCON <br />_ I/elt TAPCON <br />ANCHOR o S' £.C.. <br />ANCHOR 0 9" bc. <br />E%i511 POURM CONCRETE OR <br />. EASN11n POURED CONCREEE OR <br />`OivCREi'E. BLOCK RMUIRED. <br />�ECTLON R-2a <br />�tE�L}��R PA+��L S <br />"""00KREEn $LOOK REQUIRED, <br />Lt � PANEL. <br />)MALL I�tIUNTiNGS <br />IyHitlj{lr.,_ SCA+P 3/8-11 <br />0-0 <br />: '+t <br />STATE OF cr <br />j�fk:�3,Aa <br />f4A4L .+" _ <br />rHANAi1Mii <br />.2m ItI m. Its <br />y •v <br />��M 1NC. <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />us wR <br />GLOBAL PROTECTION PRODUCTS LLC" <br />Oik�_ fL � <br />1:. 1GSA1F�»SSA& FA1f: 495d-87#7 <br />-•,•s-�•>_. <br />Tfit � wn 7C R - C9b1#AwY. <br />.. . sc. sw. a a t1AA Fl azs <br />rvw. i.m1 m.tata, rm.: f:F.ai €tt-eei> <br />xWiiE3 A- L Jr.i Pk <br />20-175 <br />uxAwNa w.A <br />Rta.m. <br />: ax «. fmaw <br />m <br />P.E TURETOAtF <br />f as a9- <br />:' <br />SNiEI' 13 Of 16 <br />m INSTALLAIION DETAILSO <br />I' <br />A 1) <br />INTO YW(3L)C <br />STRIICTiJRES <br />�0Ek HEADER <br />d6T# <br />WOOD "LAQEti <br />° EQU RE S <br />Tr n i3i'CON <br />f1i= _ 'aCMUR B' A.C. <br />$i . z <br />Iif1 <br />F I ##2 ! r[: <br />+} <br />¢ r 1 t/Ile.. <br />alli <br />�l 4 Cl <br />GLASS <br />„x <br />qE <br />E <br />MAN, <br />PANEL <br />Yt. ....... � ..- 1 # PANEL LENGTH <br />t : (SEE Ei.EYA'F N <br />ON SHEET IT) <br />(SEE <br />ON SHEE7A Y2i <br />---SEPARaTiCjTyl- ! <br />`d <br />,# <br />P T{3 5 l <br />fk T "P <br />U-^--SEPAKAtION <br />al <br />j f <br />eA O 85. 1 <br />1 <br />II <br />ED <br />2 st! WOOD__PLATE <br />wow-- <br />1/4-0 PANELMATE PLUS <br />j ANVIOR a 12 1/20x. <br />REQUIRED <br />e j# PA,'dL4ELMATf MUS <br />ANCHOR 0 12 ;f2" 0,4. <br />() <br />R-.,'�' <br />��BI� <br />ALTERNATiYE <br />REv3TL.AR PANELS. <br />.n <br />.3'A7.ass ,yam iN145 <br />{tFy�yF ryry5 H!qq{kti+//ryt, <br />t {e tt^ di{t fy.�R�4 <br />O} L!FE �- PAat L <br />II <br />' N 4 <br />FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone): <br />iva <br />i. #N5TAUAMON ARE ONLY VALID FOR MAX. A.5,0, <br />OESfC9 PRESSURE RATINGS (p,e.P) AND PANEEL. <br />LENGTHS AS PER ELEVATION ON SHEET 12. <br />2, FOR NEW WO03 FRAME CONSTRUCTION: WOOD <br />2 ie N <br />r Q`° STATE V � 34 GAGE GALVANIZED STEEL STORM PANEL <br />!? ' kop �-""�.:^x ,e+� <br />6r. fi ."`""`. �I�:W iii _ 4*4 GLOBAL PROTECTION PRODLJC'fs, . <br />*Ar {}>>..•„ --,e._._ ? iEsrfwn t ME w+a caMPAfFr ' '3asi t <br />NAL <br />w aw <br />M7In/u12s <br />QA <br />tjj `�PI:�iF�{i <br />!. a . r`'� *'F't� <br />rtl4#NlF6l41LNF � <br />Mi sea �„ � Az. wwrr. wwa>cA: et ana F <br />Ba: PiXzYdG: i.Y[ (W4}&ffl9'Bi$Y <br />2D� i 75 <br />HE <br />} MEMBG,..RS TO BE SOUTHERN PiAi.C. I`*°fl �. W/ <br />DENSITY OF 0,55 OR EQUAL. <br />Pbv � 1 Mwf%1c . # &tty3;� f95f}@NI.,7$i5, <br />ra- :+rc. mt�..» �. Ltr..« wn <br />84iw1NG "ax <br />#j <br />i <br />P:t ReA:,/+acwrttmENAtB <br />RVt,TFR A Than' d� � , .FxK s <br />SNk;'t 1# iR' 48 <br />N <br />Cll <br />U) Ca Cll <br />U <br />CL <br />Cll Q- O O <br />CIO <br />.cy) U tU c/) fU <br />c: =3 C6 cu U) <br />V -0 °0 <br />�,- O O <br />L <br />® LL1 0 CZ c O <br />L1 ..s <br />ra• 0 <br />n <br />4o MV <br />N <br />Ct5 <br />Ll. .^ <br />LS. <br />L✓ J <br />i6 �� � O <br />!. <br />L N ^^,, <br />� W <br />�/� li.... <br />91O <br />r co <br />t33 VJ <br />CC 0_CDw. N O � <br />O3 w 4- <br />Q .� �/'� <br />C <br />V <br />, <br />G <br />L <br />y d <br />i <br />� u d <br />C <br />v � <br />4Y • N 9. <br />N Q,. <br />C <br />C5 <br />4L3 <br />A <br />mi <br />cn <br />W <br />C_ <br />C/) <br />O <br />U <br />U <br />r <br />'� <br />v ) <br />cu <br />LJ..L <br />Q <br />Z <br />Z <br />Q <br />J <br />SHEET NO. <br />S H 1.4 <br />