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END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. <br />CONIC ETE BLOCK OR WOOD STRUCTURES; VALID FOR REGULAR. LIFE <br />SAFETY do E-Z HANG -STORM PANEL (fi SYSTEMS <br />1 <br />1 <br />�.._ .__.1.-., .O •® OR POLIRm caNFAE1E. <br />1 I PRIME! 2' N s' a mr Sim N-1• GP Err <br />vAR10 2'.4wow <br />- „m"1 R I OVATO IWgD-n AU Ff COAT, AUAL <br />IIIMi 161E /rP . 1 3/. <br />1 2 1/2' IAICO/ • IY OC ,. <br />■OCN 06a__Ii1 'i000 rRM1F'} •OUlnn wNwEIL. 11� /. ANCHOR <br />gT01161D -aXenE mocN GI Alnlol, a 1:• <br />]•..• •00o FRANC �� <br />G PFLTINT rwea . <br />�� •1/4 OAP <br />A <br />IXrr/... 1 y//r 1 <br />!Y✓cOF ANOfgp I -T 1 iALTER,NIE tiD lOGfaN >` <br />2' 2' G65' m <br />• O II, D.C. , . . <br />rnAr <br />• r Mla 24 <br />$1< L (1ST ; AlAW.SANCIE Got <br />_JA00. 31D6-H15A SICEI Pau" CONCIEli. CIXNC'NCFE <br />p' 14• r .t26` ,• 1 I.. METAL Aw Ow PLATE 4L001 GA 211•' WOOD IRWF <br />2 �-Inl♦ -� 2 112' <br />+/4 <br />COW. A AL ON= 4P. <br />��_-------J A1Ku CAP <br />• Ir" 7c o� c-n .uG. <br />r/0lckwr 1 A,> <br />CASE A (PLAN) CA E B (PLAN) QA5f. QAPI.AN) CEASE-IZ_(P-00 <br />SCALE 1/4-.1- SCA.£ i/••-1• SCALE 1/.--. 1' SF,AlE 1/4-.1" <br />- --V'._.' SOLx)_SFT GR CA.F P <br />{j 1�Eus OR ELCO PANEUMR <br />a a J9 � ACHES CONCRETE. FINALEp AND <br />OFF <br />t.5x POtIRED MrcgElE, � . aF'oPE GFt°wS (SIT s <br />GONE •' 1 <br />iOI.LSm volm.1 © d• ® PANE REQUIRED AS . UC.AAT ,0 ♦ I Q <br />PANELBEYO.. 2..' <br />OVERLAP <br />OPENING WIOIII) POURED CONC.11L C w"OF NOLANED 1 /2y f �• .•ep--r--- •. max OFF >•.•' MD00 IRNw <br />OR® <br />I tYYMEE.® 1 ! \ 1 6E. W/ NtcNOgEn row <br />F& NANUQ PARALLEL m <br />r U.(FAA <br />-% (NEVER Cw OO WORIJ <br />A - L10 WAKE -� -- <br /><> <br />©e�N.... <br />1 --- ......NO CASE G (PLAN) <br />M11066.Mow0A••r'([/l''4� SC LE 1/4•.1• <br />werec 3L.• �\GENSf'•�9 �, VALID LATION ONLY <br />3 CERINSTALLATIONEO PANEINSTALLATIONuWALLS w/t <br />No. 44167 i SURFACE LLVFL VARAIX}NS WITHIN 3/4- <br />i FLORIDA BUILDING CODE Non High Velocity Hurricane Iona <br />CASE E (PLAN) CASE F (PLAN) RO4�. p]RIG nn= NH 24 GAGE GALVANIZED STEEL STORM PANEL r>. <br />F(ORID/': �4" <br />SCALE 1/4'-1' SCALE �. = 1' '•. t7�' • DAw m'. <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />II , ITPW <br />itln R CIM�FQiNLM11PM4,�►.Wi <br />i I�'2/1'I(J n,� BS.MR <br />(rRR tw)w-an> 20-175 <br />.•.. imi n",•ee , 1]w P,-�LI PHIONL F3aMn-TeM, to <br />KNIF "• <br />P.E rN/apWTUHc/wn G-aoo4>n _, -•nIl w <br />1YAIp A ,. I y P.L W U• -- 1NCN? a <br />1 E, ate <br />1/4•. TAPCON <br />ANCHOR O 9, O.C. <br />N <br />N <br />CLASS <br />CASS J <br />INSTALLATION DETAILS <br />FOR LIFE SAFETY PANEL n <br />INTO POURED CONCRETE <br />OR CONCRETE BLOCK STRUCTURES <br />1/.•IF APCON --ASTINF POUREDpEEPOCO <br />CONCRETE BLDCX <br />ANCHOR O q• OC CONCRETE OR <br />CONCRETE BLOCK <br />REOUARED. <br />• REOUaED. <br />`-) <br />V/� <br />1 <br />IR <br />t/2' 1/4- <br />+/2' <br />'1• MP. <br />PANEL LENGTH <br />(SEE ELEVATION <br />ON <br />w4w 12) <br />L/2 <br />C.omEO <br />C.R,TO <br />CONCRETE REOUNC A/;1I <br />Luoyr OL <br />I"r4 <br />ANCHOR 12 1E/i o5C O GU ELS <br />SEE 9QR ,5 A II FOR Ac-On IYPC A W.Cm 1D11 <br />acrA:AlnNs An ROOD FRUIT BUILDINGS. <br />YMIRL N.C." S•ADU•DS AND I,- EDOE MSTAICE <br />ARE INDICATED ON INS SCNIDJa roe E.0 LESS THAN <br />INDICATED ON SCHEDULE REDUCE ANCHOR SPA.TN° BY <br />IIHATIRLYNIC SPACING 900% ON SCHEDULE BY 1HC <br />FOUDWNG IACFm FT)" THIS OP[PAl10t1 m PC WSSIULL <br />RUA."D ~NG OITAP1m USING FACTOR SHALL HOT fE <br />LESS THAN MNaK1Y SPACNP 1.01CAITO Me EACH "NOR <br />TYPE ON INS SCHEDULE, <br />asom <br />t111aO1 <br />ftm <br />hem" Aww w mlq GO <br />1 <br />3 <br />r,�,ll,,,w OnIIW fNf <br />3 <br />3 <br />3 <br />314 <br />aA, 0 PIN COWIN ONO W <br />1MK ow ou ling <br />Rr10ll <br />m <br />- -- 22 <br />ttm v <br />r <br />1 <br />O <br />IT 1 IA 1/ <br />` <br />6 /o GL nn. <br />e <br />i <br />GI�ASiSwdl <br />I� <br />I <br />I <br />.L• WX <br />..- <br />�. <br />I <br />PANEL LENGTh E' (SEE ELEVATION <br />ON SHEET 11) <br />T <br />i <br />EO• <br />CklfTelG p01Q(Q' <br />i <br />i <br />I <br />CONCRETE OR <br />CONCRETE <br />Rtt("RRLD. BLOCK <br />( <br />6LEOR1) <br />1/4-8 PANFUAATE Pam_ <br />4R 11rr <br />ANCNGR (Rtl•ONO) a uFE <br />WALL M� OUNTINGS <br />SCALE 3/6-1- <br />,�3P\GENRE' ': <br />*: * :*? <br />'• STATE Ct <br />or' ,to ROW j.- <br />rNN�F. <br />Lt,�E N�•I . <br />PE stAH,/MVMroRE/Oan <br />FLORIDA BUILDING CODE Non High Velocity Hurricane Zon <br />TF01C0• PC 24 GAGE GALVANIZED STEEL STORY PANEL Iwa'Irf <br />er 7 <br />/W /Lp� <br />PROTi:CTK1N PRODUCTS . <br />n /1eN <br />L E C —0..- . GLOBAL I LLCGR <br />4ela 1.11. IF 9"W <br />1w RRA r,sr HPIe n '*. over, m wF3 20- t 75 <br />PHONE(w)tN-rSMrq� lw)NfA7S, - <br />- owA IN. <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (pal) AND CORRESPONDING MAXIMUM ANCHOR SPACINS SCHEDULE <br />FOR REGULiR STORM PANEL L/ INSTA A IONS INTO CONCRETE A CONCRETE BOCK STRUCTURES <br />(VALID ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 h S) <br />AIAX. AS.O. <br />OT51GN <br />PRESSURE <br />RATING <br />(0-1) <br />NAXIMUM <br />ANCHORS <br />SPACING <br />FOR <br />MM E.D. <br />PER SCHEDULE <br />BELOW <br />APPLE <br />TOPANEL <br />"MM <br />LENGTH <br />•L• <br />(n.) <br />NO A.S.D <br />DESIGN <br />PRESSURE <br />RATING <br />(P.f.+.) <br />MAXIMUM <br />ANCHORS <br />SPACING <br />FOR <br />MM E.D. <br />PER SCHEDULE <br />BELOW <br />ApP,1L'IRE <br />TO <br />A ANY <br />CG•BNwTIDm <br />OF THEM <br />WJUMw <br />PANEL <br />LENGTH <br />.L• <br />ILL) <br />TAPCON <br />SOUR <br />-SET <br />PANEUILATE <br />FEMALE <br />ID <br />PANEWAtE <br />PLUS <br />zam-MUUN <br />CALX-tN <br />a <br />TAPCON <br />SOLI) <br />-SET <br />PANELWi <br />FEW1E <br />10 <br />PANEUAA <br />PLUS <br />ZAMAC-NAL1N <br />CALM <br />-IN <br />ro <br />m <br />mn7eE <br />m <br />ro <br />IIIToCOMBINATION <br />or TERM <br />m <br />w <br />eOAaMEiF4K![rf <br />ro <br />GOH10lro <br />col'CREII <br />13' <br />To <br />eONat,E <br />13' <br />,r <br />13• <br />13• <br />Ir <br />TO <br />13, <br />,4e -45 <br />LM <br />13' <br />13' <br />13' <br />1 13* <br />1r <br />I3'- <br />13• <br />tr <br />Ir <br />1r <br />,r <br />Is- <br />, <br />OR <br />un <br />as-+B <br />•.6p, _6e <br />13' <br />' 13' <br />• <br />13-TOP <br />13' <br />13• <br />11 1/I <br />1 () <br />e'-r <br />OR <br />Less <br />,r <br />Is' <br />13'Ir <br />,r <br />is,Ir13,TVIs* <br />-- <br />IT <br />IT; <br />{aoriaM) <br />,J• <br />,]• <br />,r <br />,r <br />,r <br />,J• <br />u• <br />u• <br />..ir <br />Ir <br />Is- <br />It 1/2 <br />, (emT,6E) <br />IT <br />IT <br />IT <br />I IT <br />tr <br />N• <br />IT <br />13' <br />IY <br />IT <br />IT <br />IT <br />2 (TOP) <br />IT <br />13' <br />_,,-]' <br />IJ• <br />IT <br />IT <br />1r <br />,7 <br />it <br />r <br />It Ill <br />2 (TOP) <br />1r <br />IT <br />IT <br />I IT <br />IT <br />IT <br />13' <br />Ir <br />IT <br />IT <br />IT <br />IT <br />2 (BOTTOM) <br />IT <br />Ir <br />,s' - <br />IT <br />it <br />IT <br />Ir <br />/r <br />Ir <br />IT <br />,r <br />11 1/2 <br />2 (BDTTOW) <br />Ir <br />IT <br />IT <br />I ,r <br />I Ir <br />,r <br />Ir <br />,s• <br />I <br />,r <br />IT <br />IT <br />3 (TOP) <br />IT <br />IT <br />IT <br />IT <br />`TR <br />IT <br />IT <br />/s• <br />IT <br />IT <br />IT <br />1 <br />11 I/2 <br />l DLP) <br />12 I <br />12 1/2 <br />6 Ile <br />6 Ile, <br />2 1/ell <br />1/ <br />- <br />- <br />6 1/4' <br />• I/r <br />J_(BOTIOIO <br />- <br />-13 <br />IR <br />,2 <br />{ 1/4 <br />{ 1/4 <br />12 Ile <br />12 t <br />- <br />- <br />To 1/4• <br />a 1/4' <br />s (DOTMO <br />r <br />r <br />rr <br />r <br />r <br />r <br />6• <br />e• <br />r <br />r <br />7 1/2 <br />4 (TOP) <br />r <br />5 Ile <br />a' <br />r <br />r <br />a I/2• <br />r <br />7 t/ <br />{• <br />r <br />r <br />5• <br />4 (w) <br />e' <br />- <br />r <br />- <br />r <br />- <br />r <br />- <br />e• <br />r <br />-4 <br />(eDTTGt4 <br />r <br />- <br />.Ir <br />r <br />- <br />r <br />- <br />r <br />- <br />e .. <br />- <br />to. <br />- <br />, (o1T04 <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />or <br />6 (TOP) <br />IT <br />IV <br />N' <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />- ,r <br />it 1/2' <br />(TOP) <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />Ir <br />IT <br />,r <br />IT <br />IT <br />IT <br />5 (BOTTOAO <br />IT <br />IT <br />Ir <br />Ir <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />it i/r <br />5 (BOroo1r) <br />1r <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />,r <br />IT <br />13, <br />IT <br />IT <br />a-OOp) - <br />tr <br />IT <br />IT <br />or <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />1rOR <br />It-, <br />a hoPl <br />_ <br />_ <br />t ,' <br />a V♦• <br />s ,/4• <br />fi4r <br />- <br />- <br />- <br />- <br />s ,/4 <br />6 , 1• <br />s . <br />_ <br />_ <br />s t 4 <br />s 14 <br />s t r <br />a 1 4 <br />- <br />- <br />-.-;7 <br />! , r <br />IT <br />51 <br />IT <br />t0 ,/2 <br />IT <br />r <br />,s' <br />7- <br />7 1/2 <br />5 1/2 <br />Ir <br />, <br />I POP) <br />>6'-0• <br />TO <br />14r•'4' <br />IT <br />Tr <br />a 1 <br />5-7-7 <br />Ir <br />S T <br />, <br />TO <br />r-r <br />_j <br />1r <br />Y <br />1r <br />IT <br />or <br />/ Ill <br />Ir <br />/ 1/2 <br />t0 lh <br />7 I/2 <br />1J' <br />r <br />, I•oTTM <br />Ir <br />7 Ile <br />Ir <br />tr <br />Ir <br />to' <br />Ir <br />Ir <br />II• <br />a• <br />Is• <br />6 1/2' <br />+ (BOTTOM) <br />,r <br />r <br />,s' <br />0 Ile <br />a' <br />r <br />Ir <br />7' <br />7 I/2 <br />3 Ill <br />IT <br />4 1/2 <br />MP) <br />IT <br />r <br />IT <br />1r <br />IT <br />6 1/2' <br />IT <br />a I/r <br />/ Ile <br />Is ,/r <br />Ir <br />S yr <br />2 (TOP) <br />IT <br />r <br />13• <br />j 13• <br />IY <br />f 1/2 <br />Ir <br />q 1/2 <br />10 1/2 <br />7 1/2 <br />,r <br />To , <br />2(BOFTOM) <br />IT <br />7 1 r <br />IT <br />IT <br />IT <br />,r <br />IT <br />to' <br />I it, <br />r <br />Is- <br />6 Ile <br />2 (4011011) <br />IT <br />7• <br />IT <br />1r <br />tr <br />To Ill <br />0 Ill <br />10 1/2 <br />7 1/2 <br />IT <br />6 T/r <br />3 (TOP) <br />Ir <br />7 1/27 <br />IT <br />IT <br />IT <br />to, <br />IT <br />to' <br />11' <br />r <br />13' <br />11I/r <br />3 (TOP) <br />S Ill <br />2 W <br />6 ,/r <br />6 1/1• <br />_IT <br />12 IR <br />6 Ile <br />- <br />- <br />a 1/4' <br />f 1/4, <br />3 (BOTTOM) <br />- <br />- <br />12 I/2 <br />12 1/2 <br />6 1/4 <br />6 1/4 <br />12 1 <br />12 1/2 <br />- <br />- <br />6 I/4' <br />a 1/4' <br />] LfaOTTOM) <br />r <br />r <br />6• <br />5 1/r <br />71 <br />3 1/2' <br />r <br />4' <br />, 1/2• <br />r <br />6 t/2• <br />J' <br />(TQp) <br />1 t/2' <br />r <br />r <br />r <br />r <br />e <br />r <br />4' <br />4 1/2' <br />3 Ile <br />a I/2• <br />]' <br />4 (TOPE <br />a' <br />r <br />r <br />or <br />5 Ile <br />7 1/2• <br />r <br />r <br />6' <br />. r <br />a 1/2' <br />-Ir <br />7 1/r <br />4 anno4 <br />IT <br />r- <br />13' <br />is' <br />IT <br />f t/r <br />IT <br />IT I/2' <br />10 1/3 <br />1 ,/2' <br />I Ir <br />r <br />5 (TOP) <br />,s• <br />6 ,/r <br />Ir- <br />Ir <br />IT <br />to' <br />IT <br />it <br />„• <br />Ir <br />s Ile <br />6 <br />IT <br />71 <br />Ir <br />,r <br />13• <br />6 1/2' <br />13' <br />/ 7/2' <br />0 1/2 <br />7 ,/r <br />Ir <br />6 1/2, <br />5 cwrm <br />or <br />6 Ile <br />IT <br />IT <br />it <br />to* <br />Tr <br />t0• <br />,1' <br />ar <br />1r <br />a I/r <br />5 <br />Nz-) <br />1J10 <br />1/2 <br />13' <br />r <br />Is- <br />P <br />7 1/r <br />a 1/r <br />Tr <br />•1/2. <br />6 (TOP) <br />Ir <br />r <br />tr <br />1r <br />/3• <br />6 1/r <br />,r <br />a 1/r <br />9 1/2 <br />f 16, <br />4• <br />6 1 4' <br />6 1/4• <br />6 I/4• <br />6 (aDTT!' <br />- <br />B ,/4' <br />a l 4' <br />i / 1' <br />f i 1' <br />- <br />- <br />6 t/r <br />6 1/4 <br />a <br />6Q SN(ET 11 to* ANDHORS TYPE A SPACM FOR INSTALLATIONS INTO Born FRANC eUUMM <br />• UNRIY ANCHOR WFA•1101 AND LOIYUM EDGE D67ANCE ARE INDICATED DN MKS liCHEDUCE FOR E O <br />LESS THAN WICATED ON SCHEpUUE REDUCE ANCHOR SP.LRIC IN WERPLw1G SPACI D SHOWN ON <br />SCHEDULE IN THE TOILpESq FACSW. FOR THIN OPERATIH TO ME POSSME, REDUCED SIM,CNO <br />OBTAINED Usm fAC`TP %Nu NOT r LESS THAN MINIMUM SPACING PAYATEO I= FAGH ANCOP TfK <br />ON no scwvLPA <br />ANCHOR TYPE <br />,ry•. <br />,Maepa <br />14y <br />116►!♦1 <br />1/r4 <br />I/r• <br />r <br />NPUMS <br />_ Ip-. <br />M4H10.4raM <br />1 <br />aNX-al <br />WNAIIM A/1COR srACe1G M.) <br />3 <br />] <br />] <br />D <br />l ./r <br />2 ,/l <br />IAIeMYIM WOS W <br />3 <br />3 ,/r <br />r <br />plefAlp RHy - uv <br />3 - <br />3 1/r <br />1 tm <br />s Us! <br />3 1/r <br />4 <br />•• SPACINGS ONLr VPllO Vl11ET'1 SPACER BR IAEED. SEE 7 /1 FOR MAX. A.S,D. <br />DESIGN LOADS A MAX. PANEL WHEN SPACER �i 5E USED. <br />IM LLII a <br />AS COM LOAD <br />MAXIMUM PANEL <br />LENOM <br />40 PSF OR LESS <br />6'-8• <br />> 40 PST TO 50 PSF <br />6'-2- <br />> 50 PSF TO 50 PSF <br />5,-10, <br />6 MAX. PANEL LENGTHS ARE ON <br />t�L"Y� VALID FOR 1NSTALlA710N5 <br />W/ SOLID SET ANCHORS AL W/ Q.9 SPACER AT 12 1/2. O.C, <br />:yS�R....... M <br />�:' CEN ''•'� FLORIDA BUILDING CODE Non High Velocity Hurricane Iona <br />• <br />.. <br />* <br />�''. <br />' '^ <br />V <br />.44167 S IS <br />?ATE * <br />DRIb►• •' �E•aITU <br />••r••• •'1, <br />n11Da. w. <br />IL ECOINe. <br />-I-A1i1p1.ww...Riea n u . <br />.... taD rn.m tl or- <br />•CMaeDelle <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />°RAM F. <br />PROTECTION PRODUCTS, LLC. <br />•400 Se. 51 DIIti1 <br />wNC. n ]J3,. <br />nloFt fwlw->w. 1. lee•!w-F>n <br />°'no'n10O0 <br />20-173 <br />aRARIMO Ib <br />1M. OfN. r.. <br />•4 <br />.MLnTtLL4 rt , Pi <br />FLORIDA.FLOW. ;657 <br />if <br />MIST A a le <br />_- .- I— xNi .. - aAN, _ - Ina.• w, r-, ra .I./------- ----- <br />R-1A/13, R-2A/11, R-_WI4, R-11II/M R-2R/13. 4-38/14. <br />D•M•, 2Q, R-LAW/16 R-2AW/15• R-3AW/16. R-1Np/1S R-2BW/15. R-3BW <br />0°f� y <br />tJ � O O O 0 O` <br />A <br />DM 03 <br />71 <br />l." <br />Sim <br />1 <br />pIm <br />141f-2'OxI•'S.S. BOUTS ■ <br />(USE FPANEL <br />1giN OVER <br />71-4�1) I717 <br />t/STY-11o.t• - <br />WA <br />/A AEA 3 <br />L�aTro•LOVE SAFE-N-_ <br />PANEL BOTTOM ODanERs 1 <br />�. <br />--- -- <br />I <br />I <br />' I I <br />PItNFE.LL i <br />-----I----�----�--- <br />1_ <br />O 1 <br />r_.�y.7 <br />! <br />t_ <br />2 <br />1' <br />MAX <br />PANEL LENGTH <br />(w/ wERAP MIN PANEL LENGTH eat) <br />1 7'-6• • 150D. -54,0 PLY. <br />(WHO OVERLAP MID PANEL LENGTH BOLT) <br />AUSE <br />2'-6• MIN. PAIL LEACT/1 <br />Ar AL moIA4rI4cs <br />e <br />L/7 <br />i <br />or k�t) WINO NUT AT __ EXTERICIB RIt/C N It Ar <br />j' MrX LEFT PANEL RIGHT PANEL 3t INSIALATIONS ONLY VALID FOR WMD <br />1• mow. R-1A/13. R-2A/13• R-3A/14. R-,6/13, R-3R/I3, R-36//4, 1'TdN, SPEED UP TO 170 FPP.h. <br />R-1AW/15, R-2AW/15. R-_016. R-TRIM/15, R-26W/16, R-'RIM/i•. <br />-ANCHORS (SCE SECTIONS A ALTERNATIVES ON SHEETS 13. 14, 15 411,1e).._ - _-._..-.r__.__-.__-.. <br />1/4• IINI. GAP <br />LIFE SAFETY STORM PANEL Cj� ELEVATION (t) <br /><`• SSTORM PANEL (� �M --.� 1YV ty) IR,LrMNNrI /2my, SCALE ` O � � <br />�--,,...rPR---P�raa>:a�Ha�--�---::aa>aa. A.:'_��>a,•a _•HaKrn *`E" 11��::�:_»�._ .. a.,.•-:aF� <br />UFE SAFETY PANEL <br />EXTERIOR <br />�` <br />1ECTION A -A <br />SCALE 1/4•. 1' <br />* : 14 = <br />-s ;4.•,• Q f <br />kF3Ys/ •ORID�.: �rl�• 41` <br />N ypG <br />- <br />`�! : •�P7 <br />PE. 'rAl/9MMIWtJGiE <br />FLORIDA <br />vsmo Prom Ric <br />IL E C O IN <br />InHOr tmaN GM• . <br />.N.•, (aml nr-,unV .� j p'.. :,, <br />' G-ep0e114 <br />LH TIP A TAlII Jr V.E <br />I> <br />BUILDING CODE Non High Velocity urrcone <br />Zone <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />- <br />rH. <br />nRIN ANY <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />•Bee :... p1 ]IRE/, <br />oNnL n 1. i HSH <br />ArgNE (PS.Nae-)s+a TARE kPR e>v> <br />01/'o'N1 <br />20-175 <br />OR•ee.r M <br />•w <br />_ <br />_-.- <br />lHQl f2 M le <br />INSTALLATION <br />DETAILS <br />FOR LiFE SAFETY PANEL <br />STRUCTURES <br />(j) <br />INTO <br />WOOD <br />'`�• _ <br />Wwpppppp MFAOER II <br />w0p0 READER <br />/ `. /� I1f70� HEAD' �I i <br />--RCGI.IARI <br />WOOD HEADER <br />J <br />TtEWIRED <br />11EOUIRED <br />/ r-'- <br />r. <br />FFOUIRFO <br />1((4-• TA" <br />r <br />1/4-e TAPCDN <br />v*0 TAPCON <br />-ANCHOR I <br />t 4'P TAPCON <br />ANCHOR • O.C. <br />'Y <br />MCPOR O q• or <br />I <br />O q• OC: j) <br />AICHUN O q- O.I <br />-02 <br />02 <br />V '. <br />X7 <br />! <br />VAX. <br />A <br />O <br />�• 1 peR <br />1 � WTI. .ill <br />1 <br />Mrr <br />I� <br />I <br />I <br />C-ITV <br />6 <br />E21,S,IRTA,N <br />1 rqaf <br />/ 1S em1pilalN f -. _ _ <br />S1 00.n W q <br />__. Al u D 1X 1; N <br />I t STY-1pr• :I <br />a i^ <br />., j `S RR r/(B <br />rs t 1 nL ONNAP' <br />GLASS ; _-.: _. <br />♦ ,` I H f( <br />I- ,_.-�IFIO �Pa.1 <br />JI I <br />- <br />OIASS ^ <br />Rr; <br />a1Q T'47) GAS4• i <br />1 <br />6 <br />T•r) q <br />r--,•-- <br />1 <br />1 <br />11 <br />MAXUN I <br />IRRAII ! a <br />1 e <br />11 -I' 1/AIt. <br />q <br />1 Y <br />M ` <br />6• <br />PAVH1 <br />(SEE ELEVATION II 4"I <br />I <br />1 1 1 m-. - <br />e PANEL LENGTH <br />SEEELEVATION <br />(PANEL <br />. .. <br />E LENGTH <br />1 (pANCE 0 <br />(SEE n <br />j 1 <br />._. ._- <br />ON SHEET 12) •II -. -.:... <br />LENGTH <br />( (SEE E1EVAigN a <br />q <br />-_.. r NESREET tx) <br />U <br />II 1. <br />1 f ON SHEET 12) a <br />,1 'V-'._'.""" <br />1 <br />a <br />a•-SEPNUfiS- <br />TO CLASS. <br />lfral, W SFl2, 12) <br />- a�yr <br />`O <br />ipP <br />1 a--SEMM110N_._ <br />I _ 1 <br />. j i7 Y t' Mi.. <br />1�- 0, <br />f <br />I Y TO CUSS. <br />t a• <br />pBIZ <br />ii <br />1 L�2 TO GLASS <br />i i91 6' <br />\ <br />® <br />IN <br />IF <br />4BtT'.,,��- <br />vr <br />!Y j <br />I <br />I <br />_�--.1� . e. <br />-'------1._.-) <br />EE<,., f `.. 1•,� <br />�� � . 11 <br />'_'-. _.-- <br />l.. ~ � <br />'4Y- <br />1 �� <br />� <br />y j��-- <br />l ! <br />lid• <br />PLATE { <br />• 7 t c - <br />Yi Ha •3 <br />1qI <br />1,4.4 TAPCON I 11� <br />ANCHOR O q• O.C. 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DESIGN <br />PRESSURE RATINGS (p.),I) AND PANEL UENGTHS AS <br />AT <br />PER ELEVATION ION ON SHEET ,A <br />_x- :• <br />i k'. <br />- <br />- <br />z .a'• STATE 0 _- <br />%f <br />PROTECTION <br />CIABAI ROTE <br />IL E C O HMO. Mw <br />orA.FI IN, <br />W/P/sew <br />PRODUCTS. <br />CTS LLC. <br />• Gn <br />sl I11tP - <br />2. FOR NEW W000 FRAME CONSTRUCTION. WOOD <br />10 BE SOUTHERN SPECIFIC <br />� <br />•' AlQIOR,� 1'irZa7 <br />a SW <br />•• ,w. w. w ae l'I.R' A"-w Gwt' IL ss]tN 20-175 <br />MEMBERS PINE <br />No 2. W /PI <br />.. ••'' <br />'1yC " ' <br />vNr•' <br />-HMI ti (a9 MI-1 INDFID (p+Hae. <br />FIFO, /AX. (wMes-4wT <br />DENSITY OF 0.55 OR EQUAL <br />•• RA.W.-• <br />� oRAwINa K, <br />1111111 TN•^ R <br />IF -1 PtFLORIDA L_ P-NI <br />RNRR A k,67 <br />NMiT rs M le <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING R f) AND CORRESPONDING MAXIMUM ANCHOR SPACING <br />I <br />,SCHEDULE FOR REGULAR STORM PANELI) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES <br />(VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 H4 5) <br />MAX. AS <br />0[$FGN <br />Pf1ESSURF <br />BATING <br />(P 4_I) <br />MULMUM ANCHORS SPICING FOR MN r.D. PER SCHEDULE BELOW III,APPL1G612 <br />ro <br />I <br />t ANY <br />PANEL <br />y'ArL <br />LENGTH <br />-i <br />II,) <br />MAI IGN <br />DESIGN <br />PRESSURE <br />RATING <br />(P'•-I-) <br />MAXIMUM ANCHORS SPACING FOR MIN ED. 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NF•., <br />•,•'•\,\CENS ''•.••pis <br />0.44167 = <br />*: f A <br />STATE OF <br />TAME JI A <br />AS.D. DESIGN LEAD <br />164)OI M PANEL <br />LENCtH <br />40 PSF OR LESS <br />W-e' <br />> 40 PSF TO 50 PSF <br />6'-2- <br />> 50 PSF TO 80 PSF <br />5'-10- <br />6 AIAX. PANEL LENGTHS ARE Y VAUD FOR INSTALlAT10NS <br />W/ SOLID SET ANCHORS h W/ SPACER AT 12 7/2. D.C. <br />°�0 n•°''0' .c <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />oaeN In <br />\ <br />L E C O INc <br />GLOBAL PROTECTION PRODUCTS LLC. <br />Moo Lw. e1 314 <br />an. <br />COIIANY <br />w �` <br />I—- w= LWjp,l n, •y, rw <br />F O <br />WIm. L J.Uu <br />gHO,C (EN)eM-A+°. rAs <EMXee-e»: <br />20-175 <br />u aaw71a-' <br />1-1-1 <br />SIMP 1D a Is <br />.rtR A <br />7 <br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1 <br />WTQ-POURED CONCRETE OR CONCRETE BLOCK STRUCTURES <br />1 /•'• IAPCON _ EX4TRM: POURED 1/4'P IAPCON EXISTING POURED 1/4.0 TAPCLW _-.,�POURCU 1/4.0 TAPCp1 (XISi1NC POURED <br />ANCHOR O /• O.0 CONCRETE OR ANCHOR O q' �_ CONCRETE OR ANCHOR • 6' O.C. OR ANCHOR O 0. O.0 Etf OR <br />..; CO•ICRETE eLOC1N CONCRETE BLOCK CONCRETE BLACK ,r/ C01CRE7C BLOCK <br />REOUIRED. REQUIIRED. REQUIRED. REQUIRED. <br />( 4) <br />LOA % 1 LD• 1 EQa I E0P <br />1 <br />1 1 j i <br />IF O O 1 O <br />H I p 1' YN. I <br />11 1 /.Y-30.1' EXISTk1ARATION <br />G-.M 50 C1A55. I/4•s.3pN1• j� 1 Eti.1R.Y T <br />GLASSEXISTI"Q-i I � of GLASS „ _ //. ,T - aI0. GlIAS'•iS -11 /♦t 'T- K R� OII <br />+e PNW <br />P A /1' wow *a T-r) B 1 <br />R I IRRRN oa r•4f) / 11 <br />u 1 r._. <br />11 _-_l_-.. 1 1' WRa II . I L. <br />MAX. 1. 1YYL B 1 <br />I 1 PANEL LENGTH y 6' PAWL LtNGTH II I PAQ IFNOIII - _ _ _PA <br />N _. _... ..-. (SLE ELEVATION R 1 (SEE CLCVAIWN I ,� .T _ dB nEws B # B p <br />P ON SHEET t2) ... ON SHEET 12) , YM i ON <br />11 1' M I. .. 1 _ <br />It- SEPARATION I IC 'SFPARAhON I <br />II To GLASS. p I n 70 CLASS 1 j <br />u # <br />L/2 � c <br />j <br />1 ! i LJ ° I <br />t <br />1 astAr I I "f � •OV3'K� <br />1 OC E01 <br />3/ 1( <br />---�... t <br />I r <br />I/•'e TAPoOM <br />ANCHOR 6. O.C. <br />AN <br />ANCHOR O I' O.C. <br />R 0 11* <br />CxISTD4G PQURM CoW.WE OR <br />FSIISR11F, POURED CONCRETE OR <br />CONCRETE BIOCI aEGIaR10. <br />• R'EG,1 <br />CONCRETE BLOCK REWIRED. <br />ON R-1B <br />4 L1SEFE CTISAFETY PANEL <br />WALL MOUNTINGS <br />:.GEE 3/e.1' <br />StL SHEETS 15 A III FOR ANC.nRS <br />Allpr00 1)1[ <br />--1-�•� ' <br />TYK A SPACING FOR P.STALAt10NS ALTO <br />wpm <br />wyA,,. , q �„O,q EA.I <br />3 <br />Now FRAME 11KXLDN03 <br />MWWM -FOR SPACING? AND IF- <br />•MWM _ O.•WIR, PH3 <br />J <br />EDGE OStANCE ARE PHXGTTD ON TFIrS <br />SCIEDt1lE FOR E O. LESS THAN sQCArEO <br />AR <br />ON SCHCCAE REDUCE CH OW SPACING <br />- <br />onAAq IInI F��, <br />AMML ®i lei <br />NAM <br />IT, YULTn Y4AC SPACING %FCeH ON <br />SCNTwj BT THE CDILo,•e1G IA4;TORL <br />, ,/!• <br />01 <br />Fite THIS O"FRAr10N ro el Po"RUL <br />REDUCED SPACING O.A"CD USING <br />ACTOR SMALL Nor WE UmTHAN <br />ONIONY SP.CNO INDICATED FOR EACH <br />ANGOR TYPE ON iHKS BCNIauL <br />%* MAX. <br />_..-_ PAIL LENGTH <br />CIME ELEVATION <br />1\' am SHEET 12) <br />1J� • <br />7 � <br />I, <br />1/4-0 PANELMATE PLUS <br />ANCHOR O 12 112. O.0 <br />E0+ <br />. a 19 1/9 e.C. <br />rf 1/4.0 TNCON <br />.Y <br />• 1) C. <br />s <br />X� 1/4•0 TAPCON <br />ANCHOR O r O.0 <br />ANCHOR O q• 0 C <br />EXSDIIO POUND CONCRETE OR <br />jQ�g CONCRETE BLOCK REOLURM <br />O REGULAR PANELS O <br />EXISTING POURED CONCRETE OR <br />�CTtON CONCRETE BLOCK REOLWU <br />LIIEMg �PANEL <br />WALL MOUNTINGS <br />.nn. SCALE 3/0-1' <br />PytEIR. A T7(L%le <br />-'.\CEASE•- �y <br />z <br />N0.44167 <br />STATE OF <br />EOR= <br />'FRuolNua / <br />I.L 9[AL/70NRIIIE/aLR <br />�>t�1��_11���•l:a��y <br />. k Pow,isle] a <br />ume R'Ep0' <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />IL E� C O Llaa. <br />GLOBAL PROTECTION PRODUCTS, LLC.LIFFIN. <br />.,a oe,eN N ArM <br />.aoa 3R 51 P,RT <br />GY4e. I =I. <br />20-175 <br />Ia'iN°r: <br />A+) m-,-�-. pe•) m-,u, <br />wra[ (a.lew-TSA, n]: Iq.)4w-eFSt <br />cA-Ktlpnle <br />w rr 4rR <br />111.•Ir10 Ar <br />WAFER A lw }.. PE <br />nMG4 Lk. 4 M1F, <br />IHIW <br />KLI 1] of Is <br />wow ME -MR <br />I <br />REQUIRED <br />Y CIF IAPCON <br />ANCHOR a 9, 0 F; <br />/ <br />V <br />4) <br />, <br />` <br />I_, ^01 <br />1 <br />R <br />1/.Y-Sul• <br />E <br />+E}'�- <br />rtcrA°01oLaRiIP' <br />Exsf II <br />I <br />- <br />a <br />1 <br />1 'L' MAX <br />r,__-._ ._ <br />e• PANEL LENGTH <br />q <br />(SEE ELEVATION <br />R <br />j <br />1 ON SNEEI 12) <br />a <br />- <br />_ <br />ii---srpAEUI;oN <br />i <br />1 <br />- <br />11 • o1AS1. <br />e' <br />I <br />E0. <br />( <br />PLAT•PLATE <br />, <br />• <br />) <br />PNIF.IWTE PLUS <br />I <br />r. 1 <br />1 <br />-1/4-0 <br />ANCHOR O +2 1/2' O.0 <br />tip <br />✓y4. <br />4 . VGENstc'' ., . <br />No. 44167 '_ <br />FLORIDA BUILDING CODE (Non High Velocity Nurrtcone Zone <br />* : <br />i <br />L fir' <br />4 <br />STATE OF :,CC = <br />'to Rt�t�}�" <br />•� <br />6 <br />P2om 11nm. +c <br />, <br />i IL LIE <br />=" a ENoellUneM COWPAMY <br />fNPRNpI'.u~,APRNN I aHe <br />qI <br />P,..P.4 <br />G-0 L ur, <br />/FLOCK A , 0 A., PL <br />FLOPMA 1> <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />Fi. <br />ONRH Pr' <br />__.. <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />.em a.r. 51 $"= <br />GEC. 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