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9 <br />_-_-___._,_,_— _,,_—__,."_.._"_._.___. -- __".,_.-._,__ <br />E, CLO E D T LS FQR INSTALLATION IN POURED CONCREIE. <br />C NCR TE SL K OR WOODSTRUCTURES, YALID EQR REGULAR,IF <br />I <br />SAFETY & E-Z HANG STORM PANEL T SYSTEMS <br />-;-i1 <br />i <br />��.��., �j <br />i_ _1._.-_4 .� .0 ,vry OR POURED CONCRETE <br />♦. CONIC BLOC- aR <br />! z' 3- 093 stos H-r. oR <br />VMEs i x•x4' Waco FRAME 6¢di-rd �Mlo+ Cart RyM. -- <br />s -1 � & i REOVIRiYRTN /f'i a , 3/a' <br />� ANGLE <br />I 2 £ -APGON a 12` O.C. a» <br />' l MIrt2 <br />I ``- PwRFn OaNCRET CcuCReTf t <br />E <br />- 3 4 APCai _ ' _ <br />@LOG% DR 2 . ,+OF+O FRaMc �. POURED GONOttc / <br />CONCRETE $LOCK 0 C ANLN@R O 12' O.C. 2 1r2 C1' <br />I <br />REGLAR-ED L- '- <br />4.i Min /' R 4' FRAM 0 2 x 1m E <br />• L <br />e P <br />RFrNAREO <br />1 _ .. I�x ..-': , \1 `x1/Y wj, ,, <br />9- { <br />I . 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E� Ar '111,1 E m AND <br />': i_y '_ _.. COLT{ _MP.. STTaM OR PANE7,MATE PLO$ SEE '. <br />p ".. Pi'AX#fD CONORET" `: y,- # f 4 kq . OR CO#KR£fE @l0[X ( <br />,5X <br />Ci'N,`CRE1E 3Wk0ft bR '4"`: VARIES i L OR. 2 "a WOOD SS A I1 OPENING v3 rit'j Lai SIIfE18 9. <br />,_ (MEN. PANEL 1 FPJ4eE N.wu9EO A9 APta.Irldtl.E 1O a , t) <br />OVERLAP BE`�DND 2 >a waa=i FRAa.E 5' uaN:" <br />I <br />OPENING WIDTH POURED CONCRETE. CONCRETE RED am I <br />�OCX FPAME el,. <br />OR 3`.r.4' WOOD i :,+� <br />WEaDRED 1 Mfa Mav <br />i <br />�.<nti f i <br />f';' .. <' ' <br />VOILES i" i(tfCR4 ', rt 1 ...@ENT W/ ✓ANCHORED FRONT #4 <br />V REAR TORT i4WFa9 PARALLEL TO <br />5» W. i ,rY- <br />i ' WALL (NEVER CUT END PANTIE) <br />X n RO DISTANCE ''9 " i TRMN <br />� i1'• i GYP) <br />,--_ ffi (PLAN) <br />CASGEne' <br />P ' ,a,�,Jt.' �,,.ai'„ c, ti">ff,� vG <br />c TJ4'=Ta <br />. 1 � Ctf,'i{ <br />?\`--/ <br />,� aA t X•am +T.�� <br />\, _ / aN�a . q� tx. S� <br />' FNs VALID FOR DIRECT MOUNT INSTALLATION ONLY & <br />'i1. <br />}wt(`+EN ,i'j1 �'" CERTIFIED PANEL 1N51A.LLATTON AT WALLS W/ <br />_ '• No. 44167 z SURFACE LEVEL VARtATgNS WITHIN 3J4' <br />tk i * . # :' FLORIDA BUILDING CODE Non High Velocity Hurcicone Zone} <br />C.1�LSE, E t PLAN) F, N : -3,', s OF .'.Cf7 f 07m nrzm M. 24 GAGE GALVANIZED STEEL STORM PANEL <br />(PLAN) <br />, RASE <br />, <br />SCALE 1/4--ty SCALE f/a"=t' ',p11, cr "`LORIDI`• , i`4 <br />..._, <br />Am <br />" srlr h i iNt- GLOBAL PROTECTION PRODUCTS, LLC. /"p. <br />' 11"',HNMH - <br />I'm S,W, 81 STREET ,/ LONGED' ,--. a ,--.I- C-¢NPANY <br />O... <br />Ri W.4Ti-Im-e . h "i Issi P,RH.lL (456i@Dq-75N6, F#%. 'qda 684-6]¢] 20^�175EMAYAN'lPE <br />GF-dWa>19 m Ie sNMra,A rrr. a, w +aw,PURI AmWKidP <br />SF.MjWtAikTUK€IDAFf A iibn JrPE 'xR11-ax A6NEE'I AT - <br />(VALID ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES iW THRU 4W, ON SHEETS 6 h 7) <br />MAX. A5 D, <br />F SHEETS & 7 MAXIMUM ANCHORS :SPACING OR ED, a AS SHOWN ON L`£TS 6 <br />APP <br />MAXIMUM <br />RESIGN <br />JrLf <br />TO <br />PAN EL <br />TAPGCNd <br />LAG SCREW <br />ANELLMFEMALEA Q <br />PANEIMATE <br />tF <br />S WOOD LASHING <br />�5 GRE <br />P RATING <br />/�Ryu <br />CONtp# iXN4 <br />LENGTH <br />{P-a t.) <br />PLUS <br />I <br />OF THEW <br />K) <br />73` <br />73" <br />13' <br />13' <br />13` <br />1W (Top) <br />13L <br />w.3- -- <br />____i-,:_- <br />13- -- <br />13" <br />13- <br />1W (BOTTOM) <br />$i ` <br />t z � <br />672'- <br />! <br />t - <br />6 2 <br />/ <br />t - <br />6 Z <br />a 1 '2" <br />/ <br />W (TOP) <br />_ <br />s - <br />_ <br />6 1/4- <br />_J <br />12 1/2' <br />a 1/4' <br />W (gpTT.')., <br />V-0 <br />e' <br />e <br />e <br />a' <br />on <br />1� <br />--- -- <br />�- - <br />-- <br />8' <br />- <br />e <br />_ <br />d <br />8 <br />3w oM <br />(BELT( ) <br />,3 <br />13 <br />3 <br />t' <br />3 <br />__ _ <br />73' <br />) <br />+E9 -45 <br />- <br />f3' <br />13 <br />_. _. <br />71 <br />- -�e <br />13 <br />'-" <br />i 3 <br />_._ <br />aW- <br />(BUTT ) <br />OM <br />OR <br />LESS <br />- <br />7J <br />/ <br />t <br />& r4 <br />W (TOP) <br />) <br />­­-13 <br />13` <br />_ <br />-_. 13- <br />- <br />_3 <br />13. <br />_ <br />_ <br />_ <br />_ITT' <br />LW W"liA} <br />-. 6 f/Y <br />6 tr2 <br />_ <br />a 7/2'_ - <br />_13 <br />6 F/2'l6 <br />,J2" <br />1'TO') <br />_ <br />-__� <br />- <br />6 1 4 <br />I <br />t ,� <br />2 2 <br />f <br />6 Ile <br />J <br />- <br />W BCD'( ° <br />( } <br />>S'-0" <br />TO <br />4� <br />/a <br />a <br />s12 <br />J <br />6 fi Z <br />J <br />W-OP- <br />(t } <br />- <br />14'-a" <br />4 d 2 <br />4 A f 2 <br />7 <br />3' <br />Orr soma M <br />(BOTTOM) <br />i -'�- <br />0 1. <br />r2 <br />9 2 <br />t / <br />i2. <br />_ <br />-.1 - <br />2 <br />�_-......_,. <br />OP ._ <br />W w) <br />(T ) <br />13, <br />,_.11` __. <br />_ �13. _ <br />M 13" <br />9 1/2. <br />4W (BOTTOM) <br />A SEE TABLE #1 FOR Mi A.S.D. DESIGN LOADS & MAX- PANEL LENGTHS WHEN SPACER 9A IS <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W` ON SHEET 6 T� <br />MAX.DE A.S.D. <br />Mtl R D. Q AS LXNN ON SHUTS $ 7 <br />MAXIMUM ANCHORS SPADING FOR E. SHOWN & <br />APPLICABLE' <br />MAXIMUM: <br />RESIGN <br />ALTERNNA <br />PANEL <br />TAPCON <br />LAG SCREW <br />P� <br />P IELMPLUTE <br />WOOD BUSHING <br />PFRkn RATING <br />AZ94Ai7, N <br />LENGTH <br />(P.9;7.) <br />D <br />OF THEM <br />(m) <br />13' <br />13' <br />13 <br />13, <br />,3' <br />1W (top) <br />13, ...- <br />- 137 <br />-__ 13 <br />--I 3• <br />-_ 6' -. <br />,W (90TiOM) <br />6 1/2- <br />r <br />6 1 2- <br />/ <br />6 1 ' <br />/ z <br />6 1 2 <br />r <br />6 1 2` <br />r <br />W (TOP) <br />0 ) <br />--___- �._ <br />._.�._ <br />__ a i/a` <br />tz 7J" <br />6 tfa"_-' <br />(BGn•). <br />5•^a° <br />. -_ __ <br />7 t / 2 <br />_ - _ <br />e' _ <br />_.___ .. <br />_ $' <br />.. _.__ _.. <br />_ -- <br />OR <br />LESS <br />_.�.d __ <br />r <br />_-_____. <br />w oP <br />D ) _ <br />- <br />$` <br />-,._.71s <br />s' <br />s' <br />- <br />3W BOTTOM ) <br />t}" <br />3 ' <br />3 <br />3 <br />, " <br />3 <br />(�) <br />17' <br />73' <br />13 <br />W BOTTOM <br />(BOTTOM) <br />>+45. -46 <br />- <br />13` <br />- - <br />73" <br />TO <br />+75 -79 <br />• <br />t7' <br />1 ' <br />3 <br />t 3 <br />13" <br />lO <br />-a <br />W (T OP <br />_ 73 <br />_ _ <br />13` <br />13" <br />.� 13, <br />_ _ <br />Ile - <br />IW (aOTTOM} <br />a 1/2`_ <br />6 7/2'..- <br />-----i 1/2" <br />6 t/,r <br />E 1/2" <br />(TOP) <br />6 114 <br />11 Ile <br />6 7 /a" <br />ZW (EW.71T."'.) <br />> 5'-0" <br />_ <br />a , l ? _ <br />5 . <br />7 I ? <br />- <br />7 / 2 <br />w <br />11" <br />( ) <br />to <br />7'-5. <br />$ 3 <br />t <br />B <br />3W BOTTOM <br />( r <br />_ <br />13 <br />12 <br />17 <br />_ <br />3 <br />_ <br />_ <br />. _ t ' <br />§ 2 <br />J <br />At OP - <br />(T ) <br />SEE TABLE T FOR MAX, A.S.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 5 <br />TABLE <br />iT A <br />A.S.D. DESIGN LOAD <br />MAXIMUM PANEL <br />UDWr I <br />40 PSF OR LESS <br />5'-6" <br />> 40 PSF TO 50 PSF <br />W-2- <br />T 50 PSF TO 60 PSF <br />W-10" <br />A MAX, PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS <br />W/ PANEL MATE EFIMALE ID OR PANEL MATE PLUS <br />ANCHORS & W/ 9A SP ItN IQ 1/2A O°C,. <br />- —­_ ._ ------ ____,_.—____ —_-___________._---] <br />INSTALLATION DETAILS FOR LIFE SAFIIY EANELM 1 <br />iNTO POURED CONCRETE OR C9NCRE.TI= BLOCK STRUCTURES <br />1/4'e TAM N - _ ._ ___RTING POURED t/f i TAPCON _.._sFXI`sT,NG PoURED I <br />ANCHOR 4 9 OC. NGRE7E OR ANCHOR O 9" OG CONCRETE DR <br />` CONCRETE BLOCK "' CONCRETE BLOCK <br />¢ RECORD. REWIRED. <br />'T}, A �J <br />Zi <br />I -' i/2_ 1ri' i '- -1J2. it/4' <br />wx._-- --- --. f -mw. .-.._- <br />i <br />e <br />w D. <br />CO I E 1 <br />i <br />I i� I <br />i <br />I Min. <br />9 1 9^-yEPARA?ON' 1 <br />E 11 i.. +Rfw'a-' EI 4 TO GLASS. I_ -I gwt91 W <br />R TiNF,9 ... tXn A _ . I _... <br />GLASS ii r.. :,R # -LA,. . ". 1 Al EA a <br />R <br />9 r'+ -'11I I IF]r.IN 1:aER 7111 EXi6Ti{ r„y1 >:_ ! <br />II I 1 =2 I # <br />♦ _ d <br />! n 1 <br />li 7 9 'L` Mw. { r `L` MAX. <br />tl ,,,1 f 3f PA4r1 11 - - $'I I I 6` PANEL LENGTH I <br />I-:--,�'- :---r"'- -FF (SEE --Et:7 2) a f`° 1 E (SEE HET 12)1 1 <br />Mn� I ON 'sY, T SZ) If __ i ( I ON SHEET 1?} i <br />rI SEPARATIOR� n ` I <br />9 TO GLASS_ It _�._.- . <br />If I #-- --- 7 -:-3 <br />I I <br />1.�{ G i ) LJ2 ,= i -(� ) 1 [ 11 E 6` <br />DIMING POURED E 0 :�1. I f ,-•. EXISTING POURED '` I <br />CONCRETE OR > I , CONCRETE OR 1 <br />CONCRETE BLOCK ,': .. 'i n, CONCRETE BLOCX. +' F <br />REQVn'E0. . I 12 1fr - REQUIRED. % I TBETON9) <br />P' <br />r, <br />11 <br />I'll <br />I' ECTLON R-3A S <br />tJa"e PANFLMATE Plus .- �. t/a`i PANESMATE P's �+ _____' '- <br />ANCIlOR m 12 7/2' at *Jammu ANCHOR f9EYTIND) <br />WATT! MOL,NTi� <br />SCALE 3/0-1" <br />°qER A: T141%�r` 1.1 <br />ry�P. �10EN3 ``9 -- 1 <br />- FLORIDA BUILDING CODE Non High VelocityHurricane Zone <br />3 *' - * a202I nLTECO.. MI 24 GAGE GALVANIZED STEEL STORM PANEL F'P" <br />TµaW, - <br />s ­0: A ST TE O <br />9 `., AW� <br />f _ ! PRODUCTS, <br />--�`�---" _. t7R.08AL PROTECTION PR Li T5 LLC. '� a R . . x1E: <br />t ., fir' 0 1 iL E V SMOG <br />R n 9� <br />A�`l >'$f"" Y VELFRNG a CNOMEERtF1tl e0M 4BW 9W 5f SIPFiT <br />- _ G .+? PAY& T,. =1X <br />ffi ttXtx <br />�"•, Mw JMk 1A 1H 1i:R4A I•IeS,a iYAr QNAI. 1AN N:m, , fxa)'m-+m a, 1mII n.-tm, t"t iO3#ls6i-]3I FAT: (a6a}dIR-BT9T 20-175 <br />'f4NN !tY#1Yi - <br />.-.RN: ,m:.a.,.a.,: oRSW�ND Rio.: <br />.E 3E.,tewiNA71ARrewt, G-eW67,i +M ,s et>soHsy •m Wr.w ws,v+mt <br />- -] W,t 0.. Ti„T Jr., PE ug ti.W ,. eNa MIEE4 iA ON ti <br />,,._,.. ..- 9.. 44 7 : s. <br />SCE 60aE751d & 18 FOR AU0HOF6 1YPC & SPACING rOR <br />NraIAWTxIN6 INTO WOOD FRAM t7iJa LW�S. <br />NkINLM ANCHOR SRMJiATS ANO N:NINICId EWT£ DISTANCE <br />ARE 1MJiCAEO ON Stab SCHEOUii. Fa[ f:O. LEGS THW <br />INDICATES ONSCHEDULE REDUCE ANCHOR SPAl7N0 BY <br />MULTPLYMO SPACHTNE SHOWN ON SCHESULE @,' TFff <br />roLLIWAHG FACTORS. fTXT rNN. oPERATia# To B€ F•O99�E. <br />REDucEo sPACNIc oe1AlrEo u9m9 F7•iTOR sRi.NT- NOT BE <br />1rtt THAN INNA4IM SaMINO INOICAIID FOR EACH ANCHIXt <br />rrPE ON THIS 6CHEEtUit. _ <br />t/3'e <br />1(A'ii <br />IYICNIDII }YWE <br />tN4YPa <br />roaESANR <br />1WR41A,. ANabR swcNe (NJ <br />'- <br />3 <br />=AWa1+IIN 1aN i�"a D4') <br />� <br />3 <br />CLLlA1lGF N.P.# OZAsab 6Nc0 Q.s <br />9 <br />3 t n <br />MOINI. IbBE p14BMR! (F-ai <br />Ri24gR <br />. <br />ti9 <br />4A5 - <br />x i <br />} <br />as¢ „qa <br />3+.' <br />- <br />j <br />(VAUD ONLY FOR PANEL (3) INSTALLATIONS AS PER SECTTONS 1 THRU S. ON SHEETS 4 & 5) <br />MAL. AS,D, <br />RATING <br />(P.€.f,) <br />MAXIMUM ANCHORS SPACING FOR ON E.D. PER SCHEDULE BELOW <br />SECTIONS <br />VIAX UN <br />PAEGT <br />'L'RATING <br />. (2L) <br />WX. A5.0. <br />ESS7UN <br />PRESSURE <br />{P,s.t.} <br />MAXIMUM ANCHORS SPACING FOR MIN ED. PER SCHEDUE BELOW <br />' <br />TO e, <br />MAXIMUMDESM,N <br />PAlEL <br />IENt:TH <br />GTPRESSURE <br />%7 <br />tAPCON <br />SOU6-SET <br />PANEt1iATE <br />FEMALE ro <br />FAl9ELli4tt£ <br />PLS <br />2AMAC-NA1L2N <br />CALK-INLETNGT#* <br />TAPCON <br />SORA7-SET <br />PANELAN.TE <br />to <br />PANELUALIF <br />PLUS <br />iAA+AC-NNUN <br />EJiLK-W <br />& ANT <br />m <br />omcww-M <br />t <br />;C6ri <br />1E <br />t0 , mlow <br />m <br />%tE <br />Sal <br />m <br />FAP� <br />TO <br />-m <br />ro <br />{,,,,•,...... <br />TO <br />00 mm, <br />NaCK <br />mNNVeTE <br />10 <br />ro�(tt.) <br />t3 <br />1}' <br />73' <br />13` <br />13" <br />13' <br />' <br />T3 3t7'".13, <br />,3 <br />t3- <br />73" <br />it' <br />I 13' <br />13' <br />13' <br />13" <br />13' <br />t3" <br />73 <br />73` <br />f3' <br />1 2 <br />/ <br />2{pPt } <br />49, -45 <br />OR <br />LESS <br />73' <br />1-1 <br />11" <br />13` 13" <br />>3' <br />13' <br />_3• <br />13, <br />__ <br />1 ,,3- <br />c'_ <br />OR <br />LESS <br />+45 R <br />+d5, -69 <br />13,E <br />_ - <br />13d <br />t3 <br />13' <br />13, <br />Sa` <br />13" <br />t t3" <br />t3' <br />13' <br />2 <br />It i/$° <br />1 (BOTTOM) <br />OR <br />1ES5 <br />11' <br />1313i3 <br />_ <br />ta" <br />.._.v._ <br />• <br />1} <br />73 <br />73 <br />13' <br />4S' <br />- _..._...._. <br />t ° <br />3 <br />T3 <br />13' <br />LL <br />13 <br />ta" <br />] 1 't <br />2 2 <br />J <br />a' <br />1 3 <br />t 3 <br />t " <br />3 <br />6 1 4 <br />13' <br />17 <br />1 ' <br />3 <br />z 2 <br />f <br />1 '$a. <br />.,- <br />, " <br />3 <br />7 3 <br />f3' <br />6 1 a" <br />13' <br />13 <br />i 3 <br />f <br />_-._. <br />a' <br />t3' <br />t3^ <br />i3 <br />$ 1 a' <br />t3` <br />1 <br />1 } <br />614 <br />! _ <br />Ir <br />13' <br />I' <br />3 <br />t3' <br />6 \ a' <br />- <br />r3 =3` <br />13` ' 73 <br />12#2"1212. <br />d I / <br />.,. <br />t <br />I-_ <br />B` x <br />1 a T t' <br />.3 3 <br />-y-- <br />t^ E 73" <br />3 <br />t 3 - 13 <br />13' <br />.. <br />- t " <br />3 <br />- <br />_.m.. <br />_. ._ <br />B' <br />t3 ' <br />tl° <br />a° <br />- <br />i 13 <br />F <br />3` <br />1 __ <br />_.>___ <br />j,.. <br />i -7' <br />!3" <br />t } <br />� - 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<br />_a_'_ <br />IS <br />IS' <br />14 tf1 <br />- <br />7 <br />tO t 2" <br />� <br />) 13' <br />T-"` <br />11 <br />t2 1/2 <br />5 7 2` <br />_-_ <br />1 IS' <br />13' <br />/3' <br />�t ' <br />t3' <br />-__ <br />,3` <br />13 <br />a t/a' <br />- <br />"- <br />8' -I-- <br />13' <br />t3" <br />Y <br />9 t 2 <br />I. / <br />T <br />9 1/2 <br />t 9 iJ2 <br />$ 1/4 <br />13 1 a _ <br />t9 f/2 <br />$ 7/2 <br />1__�___. <br />13 7' <br />% 9 t 2 <br />f <br />13` 7' <br />,T i 9ttZ <br />13 9 t/2 <br />12 _if3'16 tJ4' <br />= A` <br />-4-± <br />3' f - <br />13- _S 9/2' <br />I$` I@ ,/2" <br />7 tJ2 <br />1 1 <br />O 2 <br />/ <br />7 ,/2 <br />- <br />i <br />70 /2I <br />1 0 9fa�, <br />- i <br />4 t <br />5 t/2'. <br />164-.1�;----l-71121 <br />9O <br />5 iJ2 <br />7� <br />1 a <br />1/1 <br />�__ <br />7 1 1 <br />f <br />7 1 /2 <br />_ <br />3' <br />- <br />1/2' <br />- <br />,3' ✓ <br />_ <br />t3' <br />_ _--4.._- <br />- <br />,3' <br />'3' <br />d 1/4 <br />6 1 2' <br />7i/2 <br />t3° <br />i}• <br />4 7/T` <br />�B' <br />4 1/2' <br />6 1 2" <br />/ <br />1 2' <br />6 / <br />$ 1/4' <br />3' <br />- <br />+__$' <br />6 t/2' <br />i ft�) <br />i BOTiGXe <br />2 (iOp} <br />2 (BOTTOM) <br />( } <br />3 OP <br />(T } <br />3 (OOTTDM) <br />:4 oP } <br />..- <br />a (ttOtrriu} <br />S {TOP} <br />9 (740T1aN}.. <br />>5'-6' <br />TO <br />t4'- # <br />13° <br />13' <br />1 13` <br />17° <br />$ E�2... <br />13" <br />$ i" <br />JT <br />I 7` <br />9 / <br />fi i <br />( /Z <br />t3 <br />S 1 2` <br />l <br />, } <br />>5'-d' <br />TO <br />4'-6' <br />-IT-,-.--e' <br />12 <br />33 <br />13" <br />` <br />6' <br />/ ' <br />I3"^,`Tt <br />_ 13' <br />13' <br />I 3 <br />#3` <br />t0` <br />7$ 7l2" <br />13 <br />13" <br />70` <br />8 ,/2` <br />tl ` <br />-}} <br />9 1/2-I0 <br />I $' <br />_1/2' <br />- <br />13 <br />t3' <br />--Ti­ <br />6 1 2 <br />f <br />S 1/2' <br />T 64"dTDM# <br />( <br />Z (TOP) <br />13" <br />1 �17 <br />3 <br />N 3 / 2 <br />- <br />9' <br />13 ..B <br />i3" <br />_ 13 <br />- <br />7 1 / 2 <br />i 2' <br />/ <br />i 3" _ <br />;_ - <br />1/Y <br />$ t/2' <br />6" <br />1 3 <br />t } <br />12 i/1"/2 <br />6' <br />-1 <br />$: <br />13' <br />13' <br />13 <br />8 1 4' <br />f <br />13' <br />1 3' <br />fJZ' <br />fi' <br />I,_ -~.1 <br />-_ <br />13 <br />13" <br />__..._.....� <br />IZ' <br />6 1 A" <br />/ <br />13` <br />i 3 <br />b 7/4` <br />]` <br />9• <br />17a <br />,3 <br />1 3- <br />ff 1 4" <br />f <br />10' <br />�f0' <br />6 ffi'. <br />4' <br />- <br />ta_ <br />iD' <br />?$ 1 2'. <br />/ <br />`, 1. 4' <br />13 <br />,3 <br />/2 tJ2 <br />8' <br />E_ <br />t3' <br />T3' <br />13' <br />- tO" <br />10" <br />,72 i/2 <br />4' <br />- <br />0` <br />70" <br />a 1/2' <br />11' <br />71`� <br />I <br />- •� <br />4 1 / 2 <br />5 1/ri <br />II' I <br />it' <br />9 1/?' <br />- <br />8' <br />B' <br />- <br />3 1 / 2 <br />- <br />8' <br />9` <br />8 t-2• <br />__�_4' <br />- <br />13' <br />fi If4' <br />6 7 2' <br />f <br />7i/Z' <br />13"y'8 <br />73' ,..__.._ <br />1J' i5 <br />6 i a.:a <br />t <br />$ i- ° <br />/T <br />6 1 2' <br />/ <br />S 1J4` <br />}' <br />- <br />1J2" <br />6 t(2' <br />7/2":6 <br />2 BORDk <br />( } <br />7 OP <br />(T ) <br />} (84170M) <br />4 OP <br />(T ) - <br />4 (BOTTOM) <br />a IMP) <br />S (80T74M) <br />{Til ).13 <br />(a0 ) <br />,,,..).._,.,�.. <br />§ <br />_ <br />13 <br />1/4' <br />1 , <br />0 /Z <br />k 1/ <br />i3" <br />$ i e <br />7' <br />5 I e <br />b I <br />\3 m7' <br />- - <br />7 <br />1 �' <br />r <br />-. <br />- <br />_. t -_ <br />_3 <br />6 I 4` <br />/ <br />a 1 2' <br />_ / <br />8 i 4' <br />t <br />B TOP <br />( } <br />6 z0 - <br />( ) <br />SEE 9EE$7 11 FOR ANONDA , TIPE & SPACING FOR WALLATIaNS INTO WOOD FRAME 9U owi;9,. <br />e MAN NUM AN5,4OR SPACARIS Ai NNWOIN LDOE DISTANCE ARE WONXIM ON TRIS SCHEDULE FOR E0. <br />LM THAN PEACU O ON SCHEDULE REDUCE ANCHOR SAAPM of MAIWti' SPACING SHOWN ON <br />SCNEDULC 9Y THE f"REDWING FACTORS. FOR THIS OPIERNPON TO K i REOLCED SPfiINO <br />OOTWNEO USNO FACTOR SNN,L NOW BE LESS THAN WNALOM SPACING MCATED FOR EAOH ANCHOR ME <br />ON THIS SCHEDULE <br />1/4'a <br />1/4`A <br />Et4 a 1/e. <br />1/4 A <br />Ve! <br />A01C WOR TYPE <br />_. <br />TANX)N <br />-- <br />9"-Nl <br />P <br />LANE-AW,i <br />.-M <br />volo )M ANCHOR SPACING (In.) <br />3 <br />3 <br />3 ] <br />x ,/2• <br />2 1/2 <br />AMI"1tMfmt • w <br />3 <br />3 in' <br />S• 3 <br />3 t/Y <br />3 <br />VETO am <br />3 <br />i qe <br />] ,/2` 3 ,/5 <br />1 3 t/Y <br />X <br />_DISTANCE <br />AL'TIMILI= DKIMNCIE (ED,) <br />FACM <br />1 t/T-_-- - <br />._ - <br />OSS- <br />`_.r_ <br />. _._ <br />_ <br />... - _._. <br />p /x- -_ <br />Oat <br />Oda <br />a!a <br />5 <br />aA0 <br />¢74 ,W <br />- <br />I <br />a.w <br />3 1(3' <br />LW tfe <br />iDa <br />1Aa <br />SPACINGS ONLY VAUD WHEN S!'tACER (9�IS USED, SEE T # 1 FOR MAN(. A.S.D. <br />rOI MAX. N LOADS & PANEL LENTI WHEN SPACER I <br />/'� 3' MAX. <br />D.M„ ,Q1 1 <br />r '_MIN- <br />4) O1 y <br />AS.D. Derm LOAF! MAXIMUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />6'-6" <br />> 40 PSF TO 50 PSF <br />V-2` <br />3 50 PSF TO 60 PSF <br />5'-10" <br />A MAX. PANEL LENGTHS ARE ONQY VALID FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2" D.C. <br />FLORIDA BUILDING CODE (Nan N <br />w <br />-.____.__._ ANCHORS (SEE SECTIONS & ALT-MNATNES ON SHEETS 13, 14, 15 &16) ----__..._ ____.-___ .._.___-.- <br />R-lA/13, R-2A/13, R-3A/14, R-1B/13, R-28/13, R-38/14, 3' x. 1 <br />R-1AW/15, R-2AW/15. R-3AW/16, R-18W/15. R-28W/15, R-30W/16. I^ mN_-i <br />__-.__-..._-___- ___ ________ _. ..._. __ .. __._ _. _,.__..____. _ <br />T-- - --- q - - -- <br />--1 f -E-7 , -`i <br />E E I <br />E I 1 <br />I 1 <br />I ( ! 1 i ( <br />.._.__..-._____._ _ - _..__...__ ,.- .____ ..._,.._ <br />-_-r ----1---i- -----^ -7--7'1 <br />I , <br />1 I ;l <br />1 i + <br />B 1: t I{ <br />------- - - -( - - - - - ----I <br />L/2 <br />1 /r/4-0-20X1" S.S. BOLTS W,�1 ' � - 1' <br />I : �., :) / _ (USE FOR PANEL LENGTH -''\) /^�, i MAX- H <br />Ij 0 1 OVER 7'-6) t.\ L R 1! PANEL LENGTH <br />'.. REGULAR sST:OORM PANV- - 1 I I & REGULAR `STTORRM PANEL _ 1 $'-6^ O +40,0, -40Z P.i,f. <br />I (W/ OVERUP MAD PANEL LENGTH 80i <br />1 ` <br />UFE SAFETY STORM PANEL. - I-_----- 7'-6. O t$0.0. -',LOGO P-f.. <br />_ _ - -_ - _ i Oi OVLRIAP MM PANEL LE 4GIN BOLT) <br />- " - _ E.1. _ _._,_ <br />I <br />i i <br />USE 2'-B' N- <br />A L PAWL LENGTH <br />' I t .. k t /4'o-20z I' '°' , "^ _ _ _ _ _ .. _ . , ::. - - . - .- <br />": <br />AT • . <br />-- [ -1- � - -1 � I I - . , I - ­1 -­ - - - , - -­ I 1. I � - : <br />'i ..A OVEI <br />I : - <br />` ._ _ _ - __ I ...- 2 <br />{ <br />ti <br />L/ <br />( <br />�, <br />E <br />,.T <br />"' __ ., _ <br />1 <br />-{ __ _.___ _ _ <br />S AT ff 2 NOTCHE STUD <br />CDcnnON a LIB sttE'Tr", , <br />I <br />C PANEL BOTTOM CORNERS k.. 0 I <br />I t <br />-' <br />U.M., L--- <br />- - OVE'RLAP_; :,,°'FLAP--. ' <br />or� WING NETT AT .--- .Y�S�TERIOR V64C NUT AT : 19^---�--•-- <br />LEFT PANEL -_ RIGHT PANEL 3. uJi 'I• INSTALLATIONS ALLAT70N5 Ui'Lr VAUD FOR WIND <br />i' LAW. R-IA/13, R-2A/13, R-3A/14, R-1B/73, R-28/13, R-38/14, , MI#,! � SPEED UP TO t70 rn.P.h. J <br />R-•IAW/15, R-2AW/15, R-3AW/16,4IP R-1BW/15, R-2BW/15, R-3BW/16. <br />_ .__ _ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14. IS &f6) -. --...- -. -._. __ <br />..--- __.. _ -. - -. _ ✓4' tJAX GAP <br />LIFE SAFETY STORM PA, EL ( D ELEVATION (t) <br />-qI 4/ �N -O.IR"4� <br />SCALE 1/4" i <br />�n�- C) REGULAR 2 667` f 1"IREGUL q ;':k" STORM PANEL (MIS- U:,WM �t WHxE MWU..a`!) �Y, PANEL. _ <br />MAX. OAFj l ,. ., �\\C <br />„J��` L " T> . '/5iP{e_:d_'____�`"-._._:-__..._$`:: «'-.::.._.__:,_.____,___::.-_.__e.,A'D.c'ae.,..:„_:___-_:_sa___ .><:°.._ .:.:"lI.I, <br />SAF <br />LIFE PANEL <br />' O', ' * a <br />FLORIDA <br />BUILDING CODE Non High VelocityHurricone <br />Zane. <br />mm <br />�_ .et fit , 2' a <br />F'U, D!IDA <y ,, <br />t7LTECF, wc.. - <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />Fa. <br />o>urM Br <br />cN <br />cJ/20>IR010 <br />: <br />L E C \ <br />GLOBAL PROTECTION PRODUCTS, LI,.C. <br />SECTION A -A <br />---VT <br />...Q <br />TIWT 7EOtINo a ENOUMU G COMPANY <br />HOOD S.W. 51 611w <br />SCALE 1/4.s I" <br />"lr I `G`7 <br />d+a: K 3Y, iWaY, . IWOt>M5 R 31fA. <br />Ma+,. aot 1sro f+m7 NG-tv1 <br />UVAL FL 11311 <br />PNpK (YAk6q-T6A0. FAY: Iedaiw,,n1 <br />21)-175 <br />oft"I' G Ma: <br />N,A'Ne, <br />P£. mk.,mwTW.E/CATE <br />CA-l"O"" <br />+NY eT'R. A iGtTW b.. P,E <br />:te. 44t.7 <br />n-„''ry{Qr <br />it <br />,2 IX fI <br />-_._, _1 ,_ IO FOR F F Y_.__. C ,I _ .� <br />PANEL <br />IN19 WOQp STRUCTURES <br />/ �' W00o HEADER -� .. WOOD HEADER _.,% 1 i W!',Or< HEADER ��( <br />.. _.__ _;. _?aEOUdiEO _'a �..-._..i_ i„ REOutREO ,,,, : ._ .. DECLARED _ _ HEADER <br />- �.i - - ' <br />_ <br />_ _1/4'11 \APCON - ,1'a TAPCON ..{{ 114•0 TAPCON ..'.}, } k-,' _ __V4"A TAPCON <br />_ I ANCHOR 0 9' O.C. ,I:_. I ANCHOR a 9' O.C. ".N - I I�`I ANC7104 O 9' Q.C. , {� ("` ANCHOR 0 9- O.C. <br />!; <br />Q !!i {F! 4 <br />_.-F i ': t/z_._1 1 'I i ". ri6 11'/I ii/4" 17r 11 4- '±! :,(2"' 11/4, <br />1 <br />` ' -'---- q ( '.' /XAX. _......_ I j( tiBL. ...-.-.,_----_--- <br />1 T I s I' Tom' i 12' " 7 1 2 y,�r <br />Min. I MITI. 1 j 'Mtn M,I Mfn. , <br />r:: ,•' <br />I , <br />r-T ` i_ I , . 1..1 U i [,J) <br />0 � 1 I11 I �iw�lN SJy 11 I � 11 $E #/t� �N• <br />1I ).. 1//H'a-$ht" _ _-: A a" f f - tl E4. A!/fi #I I f{i•h2Gpt` ' IRS. 't :, ,-;: !, `.... ARi $`9,iS: w �:. <br />EX,STING-11 I -" 5� RMTs W R P +. I C75tK10 ,i1 ;' i .-, RJ'.75 - 41 <br />CUSS -=-::_.. a {AT 6a "�}N4 ' 1 S31R55 'I 1h , d A�,c RR PAV3 =,"'i 44" <br />Ig+. I [ -_ ft I Ar 0,• o to r-Wy 11 t -C'--li [: a I ! "L` MAX. II [ _.. _.. . _ . " ' 1R .:-. ' .-11 ' , -# �. PA 'hEl.. LEN4TFi I .. _ -:-._.I ._' g- r -t 1 Max, i�- �,.-:, (SEE. ELEVATION <br />n ML a- <br />I ! __.__.I PANEL L3. YGTH I I (SEE ELJA7'70.N 11 ti 1 (` PANEL LENGTH [[ _( 6N Sk£ET 72) ...__z I R i - ON SHEET 12) <br />x _.. .____ _.- t_.-._S ._-.:-- -- -..__, SEE ELE/AT10ta <br />T { SETT ELEVATION <br />- R T t j�"; <br />11 i` 11 i I ON SHEET 12) n I e I I �_.t 1 4N SHEET 12) <br />it. 1 11 '-_ -- t' -- p 9--- -SEPARATION - #.. _ I _ :_ ,/= - -'-- ) :. <br />11 I -� 9 t' ARn, , Y- T'1 9 t0 G#SS, i _ <br />ITT --TO GLASS. ._ I 1 L/2 ft-'-SEPARATIOW-- 1 _(A) - I I ( f,3 � 9--SEPARATION I E �' . <br />D 70 CLASS, , I� i 9 I 6 <br />r-t �-1 I r--% n f- ; , ..-� 6 E i� t-i 9 L✓2 I TO GLASS. f 6' <br />1 <br />- ,2 f a 12 t 1--- .r /2 2 t <br />I 1 <br />lu ac Ft i <br />Ea O FA r <br />1 S I <br />i <br />EO = } I .�, , - ' -_ 1 fG �€ .,,� • , -_ !-,.---- & - - -'1J V. a 2a..i •+.s EO ` ��.,.,,.A;m� �-,e .---- ' _`_..-`- <br />,ti� _ 11 1._ k HEMS W,(67�/0 1 _q.,� -srsa;++a' 1 <br />_- , r"^� , !1 a t2 'I/, O,. "., 1/2, r 47-2te5/4, e <br />,. �', _ 4,1:_._-�� PIAiE WOOD # . " .. - -3 s°s, 7Rti a/rp¢ Ne <br />qq �X W <br />9 N 1r III 121 O,C. <br />RfLXId J2 <br />,4` i 'a° 3 4' T ,.` _.. A A TA0 0" ','S .-..,. ._T A TAPCON •' '�. ..._.,/ p Ai{'ON PLAT WOOD <br />),' !,'.. ANCHOR 4 9" QC. .:,. ' .,; ANCHOR MID 9" OC. '.' ?i _, ANCHOR & 9" 0C- HatATE -. <br />- 3 ',. STMGf.REO W/ STUD STAGGERED Wf S1UD REQUIRED I:....:-.._}/4'a TAPCON <br />I .1 'f 1 {ff{ - I, t ;: AND 9" D.C, <br />t 2`A4' WO00 2`z4° WQOD "'3 ','i . <br />" -MATE r. r '' PLATE <br />-- I .r� - - ._ j <br />> REOUIREO <br />_:.' ....,,.._.. r� .- <br />ALT£6NATIVE R-1AW ALTERNATIVE R-1111iff ATWE R-2AW ALTERNATIVE •r$-M <br />CROPPANELS O-�IF� SAFETY PANEL O REQULAR PEELS a I,(FE SAif7Y PANEL <br />WALL MOUNTINGS µNMI#MaNNA WALL MOUNTINGS <br />SCALE 3/5e1` xTit SCALE 3/8-11 <br />Y� 4f (,y <br />,.,.:..., • ,J� S <br />GEN,S = FLORIDA BUILDING CODE (Non High Velocity Hurr3Cone Zone <br />N41T5 r , PNA Ta F 11 FP. <br />- 24 GAGE GALVANIZED STEEL STORM PAN <br />ants 7 EL <br />_ CM7W, en <br />INSTALLATION Y i _ 1, NSTALLAT CN4 ARE ONLY VALID T'DR A,S,O DESIGN <br />/ <br />PRESSURE RATINGS (HE 12- PANEL LENGTHS AS z r': i a>/z](atE <br />.-"`,,. <br />PER ELEVATION ON 5NE jj .• i <br />GLOBAL PROTECTION PRODUCTS C _ LL , <br />E €LEV E1 92. i •44',• STATE LT __._ i t, is �P Q eNC: N ai1E. <br />W C <br />N D .R TI N' +LIED 6,W. st STREET 2, FOR NEW WOO FRAME COAST UC 0.. W000 <br />P T a ENa,WEEAMO i'rtMPANY <br />J d oRI �•+d' ^ N31 �n a mA 3a. A+sa:r A,RA� n s1,N4 <br />5 Tj X.d.� GAME, 14 FAIN <br />HERS TO BE SOUTHERN PINE No 2. W SPECIFIC AK' - <br />MEM 0 17S <br />m w. 1 1 iNs4. ] ib.. T GROG )i6i-* 2 <br />- i- roNE: qS+ GIIW-T PAR: 6>8 <br />ys tm97vs Jc1H <br />�_ <br />OEN5t'(Y OF Q,55 OR EQUAL. � •,» «„„o-°�wwa.:+..+m• � � � TIP N,: <br />^1P& sa a <br />MUJ719 <br />.NIA ttL,$EJOA1& iBN,tER A TILEFT A'.., P,'E Pi f -ee n z <br />N##### la. 1. - ,, 1WCET to 9t 1¢ <br />(VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 5) <br />MAR A.S.D. <br />DESIGN <br />PRESSURE <br />RATING <br />s.f. <br />( ) <br />P <br />MAXIMUM ANCHORS SPACING FOR GIN E.D. PER SCHEDULE BELOW <br />- <br />APF73CAiSE <br />TO ' <br />f <br />& ANY <br />1JAXIMUM <br />P,V <br />LENGTH <br />L' <br />1 <br />(. ) <br />MAR. A.S.D. <br />DESIGN <br />PRESSURE <br />RATING <br />( 1. <br />P.a.)EM, <br />MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW III <br />LE <br />& ANY <br />COA$i@U:TgN <br />OF THEM <br />M 111, <br />PANEL <br />LENGn+ <br />Y' <br />t L. <br />t ) <br />TAPCON <br />SOLID^SET <br />a- <br />• TE <br />'FEMALE 10 <br />P 7E <br />PLUS <br />y4�_NA,UN <br />CALK -IN <br />TAPCON <br />SOLID -SET <br />PANELMATE <br />FEMALE <br />ID <br />PANELMATE <br />PLUS <br />ZAMAC_NAIUN <br />CAL( -IN <br />ro <br />To <br />m- <br />ro <br />CaHN'rE,E TE <br />m <br />f.TE <br />m <br />AYS.ALt! <br />ro <br />t9tC1iT' <br />o <br />ro , ro <br />[9ta9e.7E, <br />CDMA7NxFK+N <br />tH' THEM <br />To <br />- <br />m iGE <br />- <br />m <br />1 <br />ro <br />1 <br />ro <br />CaNaa,¢ <br />m ro <br />t3 . <br />i1 <br />t3 13 <br />.. _ ... <br />.7 ! 13 <br />t3 <br />13 <br />13 <br />i2 e <br />- s <br />i3 ! 1D <br />k (1 <br />- <br />a. , 5, <br />t_ <br />13 10 1/1' <br />13 <br />0 7/2 <br />13 <br />6 <br />7 1j2" <br />a• , { 1 2' <br />7. ( <br />t -OP <br />(t ) <br />13' <br />it' <br />S3 13" <br />"I- <br />,3 ' ,3" <br />13' <br />_ <br />f}' <br />7 a <br />ta" <br />es- to' <br />1 t70M <br />(BOTTOM) <br />( ) <br />` 1 <br />3" b a <br />f t <br />, <br />: T3' # " <br />3 <br />t3' <br />L <br />1}' <br />-1/2' <br />_ 9' <br />-1/2,,5 <br />1 ' 7 I 2` <br />O ! <br />9A' fi' <br />1 OM ) <br />( <br />t3 <br />___.�.� <br />13' <br />St_ <br />I tt' <br />i3 t3' <br />t3' �f#- 3 <br />t t <br />-� <br />13" 1Y <br />13 73" <br />#3' <br />3" <br />t. <br />13 <br />1 T3 .. <br />iS' <br />- 1 <br />#I` <br />i " - <br />1 <br />t3° tQ' ,1 <br />^fif <br />_ 73 i^ 0 <br />}. <br />H <br />(TO) <br />2 (BOts'OM: <br />) <br />11-1�0 <br />t7R. <br />LESS <br />t3' 5' <br />T t <br />13" O fZ <br />IJ' <br />ff l 2- <br />! <br />t3" <br />S 1 Y <br />/ <br />7 1 S 1 2' <br />/ / <br />1 2 <br />3 <br />TOTT <br />2 (�) <br />5'_ ` <br />d <br />DR <br />Ess <br />. 1 <br />'7 - 7" <br />3 <br />3 <br />- <br />13' i3' <br />3 <br />--- _ <br />13" _ <br />13 <br />9 l 2' <br />/ <br />t / <br />� <br />_ 13' <br />9 t} <br />/2 <br />i Y,O <br />/ <br />7 - <br />10 2 T T. <br />f 2 E / <br />1 7 7f <br />,! <br />5 z' <br />i3' i / <br />z M <br />BORC7 <br />( ) <br />3 OP <br />_ <br />_ <br />- B <br />n <br />13; <br />-, 3' <br />5 <br />_-_._, <br />1s" <br />11' <br />3 <br />t 1 1 <br />2 t 2 a <br />/ 2 <br />t <br />H 8'- <br />�a <br />73 I 77- <br />H3 13 <br />t 4` 6 1. 4" <br />6 e <br />f J <br />--t - <br />$ a <br />$ <br />73 23 <br />3 3 <br />t f "12 <br />2 a <br />/ <br />$ <br />$ <br />t3' <br />3 <br />1 2' <br />/ <br />t <br />d IT <br />6 <br />t 3 <br />3 <br />_3 <br />7' <br />a <br />1 a <br />3 <br />_ <br />S <br />Y <br />t" <br />` <br />T4' <br />8 t 6 t 4" <br />✓ <br />4 t 2 ' <br />E f <br />'�4 <br />8 <br />i <br />T if# " <br />1 <br />3 OP <br />3 BaiTOM <br />( ) <br />q OP <br />CT ) <br />( 7->?GH) <br />9 {TeTA} <br />S BOTi 0M ) <br />7" 3 _ <br />1 ' 6 4 <br />3 / <br />-# <br />1 ' i 7` <br />` i 1 <br />ra /2 <br />2# 2 <br />5 a <br />H / <br />fit 2 <br />I <br />#3 3 <br />i ' i' <br />3 J <br />1 <br />6 4 <br />f <br />7 <br />13' <br />13 " <br />8 7 / d' <br />1 2 <br />/ <br />9' <br />9 1 / 2t <br />t <br />1T 2 <br />J <br />a <br />t 3 <br />1 3 ` <br />fi 1 4''. <br />✓ <br />a <br />_..9 <br />9/ 2" <br />_ <br />, <br />4 2 <br />/ 7 <br />5i 2 <br />J <br />1O 7 7 $ <br />r <br />'O 1' 7 i -" <br />i2 <br />6 A 6 i 4 <br />( J <br />i 1 <br />$ 7 1 2 <br />f ( <br />r } <br />7` <br />» 1 <br />73 6 <br />13 6 <br />_ <br />3`BOTTOM <br />Y ) <br />4 aoP <br />) <br />a Banaej4 <br />5 (TOP ) ­l <br />S BDTFDM <br />Y <br />t3"�I1" <br />1 ' tt' <br />6 e <br />d ! <br />73 ` i3" <br />�7 _ .;b.. <br />$ 4 6 Ile <br />! f <br />13` <br />"- <br />,3" <br />I <br />12 <br />,. t3 §t` <br />6 f 4' t 4" <br />d <br />f f <br />b (LOP) <br />C1 BOn." ) <br />+ 5. 7 <br />i s' <br />EST- 1 � <br />` 7 t <br />, 4- <br />3 4T. t2 <br />1 t 1 A` <br />$ 6 <br />t / <br />13` <br />8 i A" <br />/ <br />6 7-13 <br />d <br />6 1 4 <br />/ <br />, a' <br />f <br />8 1 '.7 <br />( a <br />8 7. 4' <br />✓ <br />i i <br />2 5 2' <br />`- /-. f J <br />4 " <br />r3 1 1? <br />T-. ._. - r <br />6 t 4 a t 4' <br />J <br />6 (TOP) <br />. ) <br />a t3Q1T--» <br />( ) <br />Ta <br />+75. -73 <br />to <br />+11 - 1 <br />B. 1 M$ <br />t <br />1 <br />_ 13' ' <br />13 <br />.__, <br />t 3 <br />- ^_�- <br />7 1/2'17 <br />$' <br />7 7 2 <br />7 1/T' <br />I1- <br />`j t/2' <br />] 1/2' <br />7/ 2 <br />/ <br />1/2' <br />- <br />I Y <br />t' <br />73' t3' <br />13- 11. <br />t3' 13 <br />k• <br />3 }3` <br />t3 1/2 )i2 t12` <br />8 6 <br />8`^ - <br />1-` <br />t3° <br />13` Ro l/L <br />73 4 54 <br />t3' 10 1/1` <br />°- Z <br />13 t / <br />$ }1d'I6 tfa` <br />T 17F 4 <br />$" _- <br />t3` ,0 1 a' <br />3 <br />H3' <br />t3. _ <br />13` <br />=- <br />,3 <br />�� <br />2 1/2'}8 <br />a' - <br />-9' <br />13'- <br />#0' <br />10 1/2'11 <br />t0' <br />i10 112 <br />1 " <br />/ 2 <br />tJs' <br />. 1/2' <br />T - <br />10 7 2`1 <br />11` <br />f/2 <br />_tl• <br />11 1/2 <br />11 1 '� <br />/ T <br />- <br />5" <br />6 <br />i , 2 <br />d <br />a ._. <br />{ d' <br />I B' <br />d' <br />-- <br />a 1J2` <br />$' <br />$ t 2 " <br />13' J <br />13 Y <br />t3 8 #J` <br />t3 ]` <br />73 i <br />�-t �-X' <br />d it4 6 IJ <br />_Y 3- <br />A. ' - <br />-73 ?` <br />(TOP) <br />1 (BOTTOM} <br />s (TtX') <br />2 (WTT1 <br />{T } <br />3 OF <br />a - <br />„(a6T - <br />A {T' +j <br />a (BOTTOM) <br />6 (TtV')- <br />.- <br />6`"'0� <br />1' <br />3 5' <br />_._..p <br />13" ,6 i/2' <br />t3' j 9• <br />1 v <br />O 2 <br />3 ! <br />15- 1 <br />�l toi <br />3 /T <br />1S <br />13 <br />11' <br />i <br />6 Y <br />/ <br />9' <br />- <br />61 Y <br />f <br />13' <br />la' <br />7} <br />I ( 2 <br />I 9 <br />Bi 2 <br />t <br />7 1 'i5 1 <br />n fs <br />10• ! it1- <br />7,2i61 Z <br />/ t <br />13 # # " <br />✓A <br />is' ' d' <br />73" t 2 <br />(• <br />4 , t <br />i (BOTTOM) <br />2 (TOP) <br />5 6 <br />TD <br />Y-5• <br />_ <br />73-=7-73' <br />.i 73` <br />-iY <br />__ <br />9 1/2' <br />73 <br />_� <br />9 1/2" <br />, <br />70 7J2`17 tJ2` <br />c <br />)3 i�tJ2 <br />2 (BOTTOM) <br />t <br />i 7` <br />3 <br />I t' <br />3 3 <br />' i <br />.2 1J2) 2 1/2 <br />1' <br />3 <br />6 4` <br />if <br />t_ <br />9 2` <br />_✓_ <br />6 1 4' <br />f <br />i_` <br />3 <br />1 1 " <br />2 /2 <br />1 <br />9 2 <br />/ <br />d 4' <br />r <br />i t " 7 7 - <br />0 2 /7' <br />/ <br />�� _. <br />I <br />13- I 6' <br />i <br />6 a d 1 4 <br />j / <br />3 (TOP) <br />3 (BOTTOM) <br />( ) <br />___7;� 3' - <br />8' 15 1/2` <br />--t- <br />_Y_ <br />3 1/2• <br />er <br />4 <br />__ <br />4 1/2`, 3• <br />_ <br />6 1/i•!a 1/2' <br />4 (TOP) <br />$" I - <br />8 Ir'2'i - <br />$' <br />- <br />8' <br />- <br />- t- - <br />- <br />a (BOT10M) <br />- <br />t " I6 i ?` <br />3 J <br />7' <br />^IS a 5` <br />TMA- <br />t3' 13' <br />it7'43'. <br />13 I <br />1 " <br />7 <br />t3` <br />13` <br />9' <br />9 7/2` <br />6 /2 <br />13- <br />13' <br />7_ <br />9> <br />i9 7/2' <br />d 7/2 <br />1 . 7 <br />O <br />10 7J1' 7#d�'//, <br />/2 ;3CH <br />6' <br />I <br />S (7 <br />(801I'Mi73 <br />)1 <br />1J" <br />7 I/2` <br />7 lJ2 <br />- <br />13' i13- <br />13 ,.-t3 <br />6 ',/4' <br />13' -G T/a' <br />73't0 Y/T' <br />R 11 6 1/4' <br />1370 <br />t3' <br />- <br />,Tlt.,t <br />�,D t/2`tt <br />- <br />112 <br />- <br />a' <br />'Va' <br />�- <br />1S` 73T'S <br />33' 7' <br />a I(4`E8 t4' <br />(Bi±TTOM)t„ <br />8 ,TOP) <br />s (FT!,.'i.. <br />I - <br />d #(f 8 7/s' <br />6 1/a' <br />6 1/4" <br />- <br />- <br />_ i <br />(BOTT:«) <br />SEE Jffi? it FOR WCMM TYPE & CM FDA 8'4S•IALUI"S RID WOOD FRAME SLIAN.'03. <br />W MINMIW ANCHOR SPACRIM AM MINIMUM E MIIANOE ARE RO"'TED ON THIS SaIEOULE FDR U <br />LESS THAN INERIATED oft SCHEDI E R ANCHOR SPACi,G eT "TIMANG %PAAO" SNLWVN ON <br />%tIEDVF Of THE FOLLOWING £ACTORS. ELLS MtW OPUtAl" "0: BE POSSINE. REDUCED SPACING <br />OBTAINCO MING FAC1O9 SHALL Not 9E LEM THAN VIIMJM WNi iMO aR} 00) FOR EM01 ANONl7R 1W£ <br />ON THIS SCHEDIAE. <br />,/#'z I/a'A 1/e. <br />Ile. <br />1/4 <br />1/4"e <br />A%K:'I- TYPE <br />_.-- — - -_.. <br />fAPNNAt 1110-en 1101"i III <br />PNIII l"Ums <br />__ "' _. <br />UMGO-NAIYI <br />_ _. _ <br />EA1x`R <br />MOUV.% ANCHOR SPACING (9,,) <br />3 3 3 <br />3 <br />2 11Y <br />2 ,/2 <br />I,tINiNAIlN4Ei7GF Dt3 <br />3 3 I/]- 3• <br />3 <br />3 ,JV <br />___ <br />dSTAMQk..0.1 CIrQpE Il¢OI (R <br />3-.3 !/Y 3 1(2' <br />�3 ,/2 <br />3 ,/x' <br />ACRYL F11D6 DeviNcE E.D.} <br />FACTOR <br />ost <br />_ <br />_ I <br />2 <br />..- _ _- /2__ ___ <br />&A, <br />_ .. <br />___ <br />_.... <br />. <br />_. <br />eSa <br />. -. .. <br />3 _ <br />a,� <br />_ <br />4>B <br />--- <br />- <br />- <br />1OD <br />_,_ <br />a43 <br />_ ...... <br />_- <br />� 1rq. <br />- <br />tba <br />tW <br />- <br />Ie <br />i.aa <br />*+ 'SPACINGS ONLY VAUD WHEN SPACER g IS USED, SEE T #i FOR MAX, A.S,D. <br />_- DESIGN LOADS & , PANE, LENGTHS WHEN SPACER IS USED, <br />TABLE #I A <br />_ <br />A.S.D. DEMN LOAD �NUUDMUM PANEL <br />LENGTH <br />40 PSF OR LESS 61-8` <br />> 40 PSF TO 50 PSF 6'-2» <br />> 50 PSF TO 60 PSF 5'-10' <br />A <br />MAX. PANEL LENGTHS ARE ONI�Y VAUD FOR INSTALLATIONS <br />....N MI <br />SOLID SET ANCHORS & W/ 9i93 SPACER AT 12 1/2" O.C. <br />A1ANplNU Ali <br />a. <br />�++*�.`§�Ea rl,Q.7% <br />y�`�y >v1GENg •r$s <br />FLORIDA HULLOING CODE (Nan High Velocity Hurricane <br />Zan, <br />" <br />4167 = <br />`2m i1L'�°' I'c <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />r'P' <br />DRAWN W. <br />Re' :* <br />- : <br />' 71. - �_.._ <br />rSTIAE a " -�� --, <br />_ <br />i i (� it <br />�_' <br />GLOBAL PROTECTION PRODUCTS. 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