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A.S.D. <br />MAXIMA ANCHORS SPACING FOR E.O. - AS SHOWN ON SWUM 6 a 7 <br />AIPucABLE <br />MAXIMUM <br />DESIGN <br />PRESSURE <br />RATING <br />TOMA <br />6 <br />PANEL <br />LENGTH <br />t' <br />TAPCON <br />LAO SCREW <br />PANEUAAIt <br />PANELMATE <br />WOOD BUSHING <br />(P.I•) <br />FELLALE O <br />PLUS <br />w THEW <br />(h•) <br />13'fa• <br />s• <br />tr <br />1 <br />II (TOP) <br />IJ <br />1 3 <br />iS <br />t 3 <br />1J <br />IW (BDTtOY) <br />al /a <br />e , ^ <br />/ a <br />0; <br />6 2 <br />/ <br />6 1 n <br />e,2 <br />/ <br />(IED) <br />.. <br />- <br />e <br />_ <br />,2 / <br />a 1/t'� <br />(Boom ) <br />6 <br />- - <br />e' <br />- - <br />e' <br />._ a _- <br />-- <br />- .. <br />,_ <br />OR <br />LF58 <br />e <br />1i <br />e <br />B <br />3w <br />j <br />uT'� <br />t 3 <br />to <br />s <br />1. <br />_ <br />♦ -45 <br />+0, <br />_ <br />,J" <br />III � <br />3 <br />_ <br />1 7 <br />, 7 _ <br />1 ' <br />3 <br />OR <br />LtS9 <br />u• <br />13• <br />1 3 <br />IS <br />6 1 2• <br />/ <br />-_6' _ <br />W (T°� <br />t3'.� <br />_- 1]'- <br />13' <br />_ <br />i3' <br />_ <br />1N (lOIIOM) <br />b 1/2' <br />a t/2' <br />6 1/2' <br />�F .' <br />6 /2 <br />6 1 2 <br />/ <br />OP <br />(T ) <br />- _. <br />` <br />_ <br />- <br />1 1' <br />e / <br />1 1 2' <br />2 / <br />` , 4- <br />6 / <br />�") <br />>e•-GIN <br />TD <br />--4 I/2" <br />41/2 <br />7' <br />- <br />]w (e°TTOM) <br />_ _7" <br />• <br />w <br />• $EE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS k VAX PANEL LENGTHS WHEN SPACER 0 Is <br />USED, CEIRIIESPOINDING ONLY TO ALTERNATE 2W ON SHEET 8 <br />Hurricane <br />MAX, A.S.D. <br />MAXIMUM ANCHORS SPACING FOR CO. - AS SHOWN ON SHEETS 6 A 7 <br />APPLICABLE <br />MAXIMUM <br />DESIGN SURE <br />RRPREATING <br />TERM <br />d: ALAI' <br />PANS <br />LENOIN <br />TAPCON <br />BAG SCREW <br />PANELWTE <br />PMEl1ATE <br />WOOD WISMM <br />III <br />FflANE O <br />PLUS <br />O. THEY <br />(n.) <br />Ir <br />,r <br />". <br />13' <br />13' <br />tow _ <br />_ _ <br />_. -_ <br />._ _.. <br />_ <br />w - <br />6t/T <br />6 t/2 <br />6in - <br />t 2' <br />6ent'' <br />(TpP) <br />- <br />6 1/1 <br />12 1/2` <br />_ <br />b 1/4 <br />(BOW.•) <br />01 <br />.__._.,_ V <br />.. �.__,. <br />_.-__._ <br />OR <br />LESS <br />_. <br />7' <br />I , 7. <br />/ __ <br />-. B _ <br />_ . 6" _ __ <br />- <br />__ <br />.7 _ <br />1 n <br />e <br />e <br />n <br />JW 9DTIC1 <br />( ) <br />3 <br />7 <br />a45, -4a <br />13' <br />_ <br />13 <br />,r <br />-- <br />,r _ <br />---i <br />3 <br />BOTTOM- <br />(M) <br />T' D <br />71L d <br />tr <br />a <br />_ <br />_ <br />w <br />1r <br />17 <br />13 <br />IS <br />� <br />(NORUM) <br />_ <br />e ,/7 <br />_- 6 /7 �- <br />• -- 1 <br />- 1 • -- <br />_ 6 /x <br />_- i <br />6 n <br />a 1 �_ <br />/1 <br />DP <br />(top) <br />- <br />1 - <br />Y <br />�! 1-= <br />__ 7 1 2 <br />7 1 r <br />____!_1/t:. <br />- __ <br />to <br />g------ <br />5 1/2• <br />a <br />a• <br />- <br />3W monaY) <br />• SEE TABLE #I Fq( MAX AS.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER M IS <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 <br />rm"JI <br />e <br />A.S.D. DESIGN LARD <br />MIUM PANEL <br />40 PSF OR LESS <br />W-6• <br />> 40 PSF TO 50 PSF <br />61-2• <br />> 50 PSF TO 60 PSf <br />5-10' <br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTAUTIONS <br />W/ PANEL MATE AMALE ID OR PANEL MATE PLUS <br />aNCHfN25 8 w/ s L V.,4Z 1/2- D.C. <br />(VALID ONLY FOR PANELQI INSTALLATIONS AS PER SECTIONS 1 THRU 4. ON SHEETS 4 A 3) <br />MAX. A.S.D. <br />DESIGNPRESSURE <br />RATING <br />MAXIMUM ANCHOR'S SPACING FOR MIN LO. PER SCHEDULE BELOW Alt <br />NONFLICMRE <br />MANNNM <br />LENCN, <br />00 <br />MAIL A1,0. <br />PRESSURE <br />(Mp r.� <br />LLAKNOAM AM44M SPACM FOR Mel E.D. 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1/1• <br />a <br />sa 1m6EF * I NOR momm "K a on cAG so" I6,ALlAnows Mo Soso FRAME N LMM <br />OFWWb M AAa,1011' SPACe46 MID W MW Lace OSTMM AU OWAID ON TAS SOC ULE FOR 9.1) <br />LIM YNW NIIRCATto aN 4CNF.DYL2 POUCH ANCHOR S^CM Ir WAWLYM OW" W" a <br />3OImUU or 14 FMLMW FW WA_ PCP 110 OPOVMM 70 FIE PMWI RmUCm owe" <br />aHMt NOT K LEAS TAW MU MWY SPRCOM tlmen FOR LAC" MRJHIA TYOldPE <br />M <br />nib <br />1/4'1 <br />1/17A <br />i JSI <br />1/4'.1/PP <br />14 '0. <br />,KM ,YP[ <br />DW e <br />Mo mum no" VACM (1a) <br />3 <br />3 <br />3 <br />3 <br />7 In- <br />3 in <br />1FIIdFIJN III. w3 <br />3 1/Y <br />r <br />a <br />a, <br />3 <br />IIMfANKI ili4 SOLAR <br />3 <br />3,/r <br />3 in- <br />3 in <br />_.3 vir <br />A <br />NWrux M ONfMMX' <br />F <br />3 ,/A• <br />ot, <br />aaD <br />... .._ <br />...-... <br />- <br />.--_ <br />- <br />.. .___ <br />Die ... <br />I..., _.. _ _. <br />3. <br />-- - <br />A I <br />__'-_...... <br />Doc <br />_-... <br />A,n <br />_-_- <br />1.W <br />- <br />---._.... <br />/" <br />LAD <br />.- <br />- <br />- <br />__.._. <br />1DD <br />U11 <br />........ _,. <br />INN <br />•" SPACINIOS DPAY YN1D WHEN SPACER 5 USED. SEE Y 61 FOR VAX A.5.0, <br />DESIGN LOWS k NIAX. PANEL WHEN SPACER i G,SED <br />3' LA4 L <br />D.M..O• r> met, <br />®aT 4U - - - . - - -- ------ . <br />0._. 0 0 0 0 ;.1 <br />�'--� <br />T___ ; ,._ TI __ __ ____ _ _ I _ 1 T <br />I <br />i I i i I! j �'i , I i <br />I n-ft <br />A <br />AB.O. DES" LOAD <br />MAXIMUM <br />40 PSF OR LESS <br />W-B• <br />> 40 PSF TO 50 PSF <br />6•-2` <br />> SO PSF TO 60 PSF <br />5•-10" <br />A MAX. PANEL LENGTHS ARE VAUD FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS A W/ SPACER AT 12 1/2' D.C. <br />..._..__--- _._.. -..._ANCHORS (SEE SECTIONS 6 ALTFAHAMEs ON sHEM IJ. 14, 15 &Is)----..-___------- ._,.__-__._,., <br />y,,R-,A/13. R-WI3, R-3A/14. R-1B/13. R-1B/13. R-JB/14, r� <br />f!R-LAW/15. R-2AW/1S. R-SAW/(6. +R-low/1S. R-201I R-3Rw/15. '•,�'-�: <br />. _ _ - -i <br />___ .,.-I <br />L/2 <br />{ , 4'V-2(A1" SS, BOI.T5 W� I , I t' <br />' I (USE FOR PANEL LENGTH I 'AWN. <br />I PANEL LEIM.TN <br />owl Y-6 I � <br />1 1 <br />I` <br />Q I <br />N 0'-A' O a.0. -40.0 ,P,L <br />R- PANEL RECtN.APM PANEL I P <br />L EculAw 510RM ANE I , 1 <br />(w/ <br />ONERLM LINO WNEL tEriOM BOl <br />>) <br />, <br />1 _ ___.-________.__ <br />1 I - <br />Y .0 I. I -e• • aSo -54 .. A. PAN R u n aM EL LIFE SAALTY� <br />OMORN MID PANEL LENGTH ROL <br />aro TJ <br />, <br />I <br />a iAT 4 LENOTN <br />A uSE MIN. PANEL <br />, <br />r / AT Ali UXKRiirOS <br />1 I <br />-. r___� <br />Ss. BCa.ls W <br />I A iA <br />1 ---- - ___ I.-___ _-- _ ': ,,_ . . -1, 1 _ -... _,...._ _- _ ' <br />. � � , _-- _]_ - i .-,.,. �, - , , , � . �,� . � � : . 6' <br />9 I v7 <br />\ i <br />I <br />S <br />I <br />_. _ .. <br />, <br />k (ttS NOTcs"A4 sluD <br />. LHXAnoN a LFE SAFETY N. I <br />C �t r. ' s_.. :z l'. D�/ PAWL BOTTOM CORNERS O: <br />D.M.,O , __ I _ I <br />arQ YRRO NUT AT I- _ WING NUT AT <br />h3' %w LEFT PANEL- ,. -RIGHT PANEL 3 ZaTi 1' INSTALLATIONS ONLY VAUD FOR WIND <br />I` MIN. R-to/13. R-2A/13, R-3A/14, R-19/13. R-n1m R-SR/14. 1• II",! SPEED UP TO 170 m.p.e, <br />R-LAW/15• R-2AW/16. R-SAW/16. R-15W/TS, R-25W/15, R-3BW/16. <br />_ --ANCHORS (SEE SECTIONS 6 ALTERWiYES ON SHEETS 13, 14, 15 a16)_ -.- __ ______ _•,: <br />1/4' MAX. OAP <br />��l'\J LIFE SAFETY STORM PANEL C EELEVATION (t) ; r <br />'"' SSTTORM PPANEL-----1 (MN 011 2.647,e�LE VALW4" crux 1/4--t-,._- '1.. :_01 STORM�� i <br />"�. NLI1M11ANy, <br />�( <br />r--._..,a..<.R -_ _. -�._.k__ _� __ __.r_= �y sc- =_ ,F_,...... __ - _ (Eli) _ -_., <br />LIFE SA PANEL w o ; * : *k FLORIDA BUILDING CODE Non High Veloofffty HUrrlconl <br />4L !ORIO* 'F 'o nt� 24 GAO[ GALVANIZED STEEL STORM PANEL oM <br />F.IQ�g 0-s ... \t� A 4,r! <br />. fN� I� IEEc. GLOBAL PROTECTION PRODUCTS, U.C. 01" <br />SECTION A -A . ,« "Pt!t3v <br />SCALE 1/4•-t• 't' ! 'f"•� H-a11NZEW/w'wrinw .?..m_,O, ••' PHdNI'-(Id+MEE-TM4 vAI: IM+)e"-b'M7 20� <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING <br />SCHEOULE FOR REGULAR STORM PANELnl INSTALLATIONS ATION INTO CONCRETE A CONCRETE BLOCK STRUCTURES <br />(VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 k 5) <br />MAILAlk <br />A.ND' <br />PRESSURE <br />PAYING <br />(P-a.i) <br />IAMtO <br />W <br />ANCHORS <br />SPACING <br />FOR ION <br />F.D. <br />PER SCHEDULE <br />BELOW <br />B1E <br />ro6 <br />IAAXI,AM <br />PANEL <br />LENGTH <br />t' <br />(ft.) <br />WK. 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Ir <br />FOR ANX. AS.D. <br />DESIGN LOADS t SIX, PMIEL WHEN SPACER IS USED. <br />1/4-0 TAPCD4 <br />ED <br />_._...gl <br />ANCHpII • 4' a.0 <br />PWW� <br />CONCRETE SLOB( <br />REOUIRED <br />. ._- - 111 <br />I/+3 \� <br />I <br />MULl1 <br />A <br />A.B.D. DESIGN LOAD <br />NIA111111 E PANEL <br />LEMM <br />40 PSF OR LESS <br />6•-a' <br />> 40 PSF TO 30 PSF <br />61-2' <br />> 50 PSF TO W PSF <br />5'-10" <br />A MAX. PANEL LENGTHS ARE OKY VAUD FOR INSTALLMONS <br />W/ SOLID SET ANCHORS A W/ 0 SPACER AT 12 1/2" O.C. <br />FLORIDA BUILDING CODE (Non <br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL (�1? <br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES <br />1/♦•. ,MOON .p[14TING 1•OURED ,/4'I ,APCON_ _.. ,POURED 1/40 TAPCON .. .... SEND EPDURED <br />AAIC/OI e B 0 C CONCRETE OR ANCNDII f B' D C 00 ANCHOR O Y O.C. DR <br />/ CONCRETE BLOCK �' r CONCRETE BLOCK �/. CONCRETE BLOCK <br />REQUIRED./�J^) REDUDIEO.(/(�) 1 REWAIW1.%%'�} <br />ti -) I <br />„. r, ASK.... MAX.Ii TEAK <br />_.. , <br />1 , v 1 <br />E.O.• 1 Cp 2 <br />Ea it ED• . 1 <br />I'/ ✓ 'I i2: <br />I <br />1 <br />r <br />9 r <br />I <br />11 <br />I _Cj) � <br />:� . . . . . .... 1�11 ;;.." <br />� <br />110 <br />1 <br />p I' 'IT <br />1 <br />1 I <br />0-y[PARATXIN- <br />/ x0, / �. <br />a ro c1Ass. - <br />-1e Fa can r , <br />'�'tS.. J',% <br />j .. <br />, R A Dww.11 <br />,..;�t,: <br />N <br />1 AT Ea VRAAY <br />l <br />I <br />r <br />1 t• ' M. <br />'. P <br />PANEL <br />il <br />u <br />,;:: ... <br />— <br />l 1 t- MAX. <br />6 P/AE.I LENGTH <br />iF <br />t LENGTH <br />1 ( s!C ELEY BON <br />A <br />, <br />I I(Sr <br />I' Wn. <br />-SEPMA710N <br />ON SHEET 12 ) <br />I <br />e <br />p <br />11 <br />1 1 <br />� ON SIHSEt 2 ) <br />t' <br />I <br />TO GtASs. <br />, <br />I <br />"i .. <br />1 In <br />l <br />1 <br />1 <br />y <br />I <br />r,:: ," ? I I .11 <br />. <br />r_ <br />-{ T 1 <br />irr <br />E.D.• r <br />f <br />I w:/ <br />E.D•> r'p: <br />I <br />1 <br />i. <br />{ i <br />r; <br />y <br />cc <br />I , <br />is <br />I i <br />I <br />I <br />r1' '. <br />EXISTING POURED CONCRETE OR <br />... EX PDURE0 CONCRETE OR <br />CANCRVE BLOCK REQUIRED. <br />flit BALS <br />it iiP <br />JHG <br />REtE BLOCK REQUIRED. <br />NFL <br />C� <br />v0w <br />su METH to 6 ,s no AIAIKws <br />ANOW TNL <br />_ <br />HYPE 6 °worms FOR N61'AUATDM "TO <br />,APOeI <br />a00o FWMW W)UMfq. <br />LIIIYW ANCHOR S►ACOM AND MINUM <br />we"A/GRR tlVArq (Iy <br />a <br />_, <br />— <br />...w,.•..P.. °ilrwA (MS <br />_-3 <br />mK DLITAAte ARE INDICATED ON Flee <br />sCHEDULL Mo La tm If" IIomtw <br />W SCKWIE AEpuct ANCHOR SPACING <br />1.wPA4 �arlM IrU M,f <br />- 3 <br />AMK m � OW <br />RIACII <br />NY YUL,IPLYNO SPACING 000 oM <br />SCNL"E 61 THE rDUatm FACTORS <br />Too FMa oF'EMTDN TO K POS=LL <br />I Y'r <br />034 <br />pomm W%CMp OVA#" USED <br />rACroR swu MOT K us Twx <br />'. _. ___ <br />_ . s ,/"]' <br />_....._ _- <br />"I <br />- <br />MOWAN SMWD IMCXATm FOR EACH <br />3• <br />R1o_.- <br />AMGIOR tot O4 1.6 90HUN LE. <br />,...-- --. _ ,..... _. . <br />3112. <br />- <br />01InSEPARAi11,rEx <br />I <br />1' Mn <br />IF <br />E111STINr9 <br />77--l'"I <br />IYNp <br />GLASeoLn w GLASS <br />..OtAs5 <br />,'. 1- <br />♦ -aapTTO <br />... s.r. Inn r <br />y.. . /,.. fir, _... <br />n } <br />.:'� <br />_/ t , 1r <br />M a. <br />N I <br />LEIaRI o1Lr r� <br />FT <br />I " <br />1 <br />N <br />r <br />I <br />II <br />I; j <br />jj t' MALE <br />�I <br />1 <br />1" MAX. <br />I <br />P H <br />AflCl LEHCT <br />D <br />I <br />�- <br />6 P ANTI IEFIGiIr <br />1 _ <br />. _.: .. - . ..: <br />1 ' <br />'SEE F]LYATON N <br />( <br />I <br />(NEE ELEVATKIM <br />a r <br />M7, 1 <br />ON SHEET 12 <br />u <br />, ON s,lET1 2 ) <br />{ <br />IF--'3EPAaA T oM 1 <br />u <br />u <br />1. <br />I <br />q i0 GLASS, 1 <br />1 <br />X <br />I <br />_ <br />1 <br />p <br />1 <br />1 <br />/, %. 1 <br />L/2 <br />I I -, r J <br />1 <br />1 <br />\ <br />I <br />ED..,+ i I <br />r.e, <br />E D• rS i <br />I <br />'; <br />(_ I <br />., <br />., <br />1._. 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FOR NEW WOOD FRAME CONSTRUCTION' WOOD �A SyGNA1 F / -, w'Lc7 dwR, n. 3u14 Z <br />3 ,p' _._-_ _.. Dr. 10NAL E , .• r. r RR rR.w aM..r a wr °1Mr• rl „ a0-17S MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC w.- as wr war a w1R <br />-r LA , r,- LrIN t-14 n.. (Mq m-,m move, (aa4+NK-INa, ., F�UIa-vol DENSITY OF 0.55 GR EOLa1l. / F ...•• 1 � ,a"..,.",a}'r„r °,,.,,� ^'"'" LOAN"-'mlA, rAc Npgw.arr 20-1'75 /UNNNININb1 <br />--_-__ _ ...- .. -- uFwNN .rr w..,er�11 aLrwM Nr MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC / Aw o,-I46 r- m-ta• PrRwE: (M,)Nd-7I10. rAN, IaXR+-en1 20-175 <br />$i t CA•odaea,N w11w' r MNMD b: DENSITY Of 0.35 OR FOWL �IIIINI'•'i,I w. �rrr wR r °1° L• Q <br />PJC !JL/lWI,RRI/,M,E CA-Oamle A • 1r "[/CAR f[N A IaLF A'. P.L OD n..� A t ►U eE1 /WIT TLM,MCW A N A. F.E. RR 1 1 "REF 14 a 1N J <br />wrLtlN A lllill A., i PBLT 1, 0, 14 N aM[[t a a Le <br />SHEET NO. <br />SH 1A <br />