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1 ( <br />1rNVxawy <br />OR <br />FOtal� <br />OOFNo1■36 " <br />FNHH <br />k <br />Nriaa"Mwo°D <br />1 <br />- 2 <br />Fa,RM mlalErL CdfJI[1( <br />ROCK OA Tti4' 6oao 11YIi'-';, <br />r0U1m <br />1 1 <br />r Mn. <br />� <br />1 IY . 1 4• <br />/ 3/ <br />0 <br />CONCRMrallool n�wAT <br />IIm11Ilm <br />1 L----® OR� <br />1 <br />2 1/2• <br />ANtiIOR • ,Y o.z"-','v' MM <br />1 <br />j• Ir 0. r- <br />vAREs <br />( <br />2' <br />r . r . QW W <br />3r . r . AM• <br />,2NM= tm LGCAo1, <br />Y r Ms. <br />W< l 4Lls • <br />ALtAL ANN7 OF <br />A6r 3 <br />w9 <br />44211 <br />}p <br />"• <br />5 I <br />1• <br />, <br />1- PIItx <br />( <br />IfMI AWL sO1f Ai <br />O to <br />31-4 OR <br />2 ,/2• <br />_O <br />,,.= <br />Con.riAYMAMai <br />M.a OAP <br />1/4' • 000T <br />'' r ..07r <br />`"oa-N <br />• IY as <br />w/mC MR <br />teri ALLOY <br />CASE A (PLAN) <br />SCALE 1/4•-1• <br />CASE B (PLAN) <br />SCALE 1/4•-T• <br />CASE C (PUN) <br />SCALE 1/4'.1' <br />I.SX <br />=APPM� <br />OPENING Wo M air XOa rwt <br />X - 60. DISTANCE <br />i <br />CASE E (PLAN) <br />SCALE 1/4--,- <br />CASE F (PLAN) <br />SCALE 1/4--1 - <br />r . r . Aar site N-,4 <br />6063-711 Ito, COST. NIRt <br />ANM WITH +er0 1 1 3/4' <br />TAPOOR • 12 oC. <br />�mvo- �.77 <br />PMU CONCRETE. OOCRIIE <br />BLOCK all rN- 000E TMAE <br />MOUNTED, <br />CASE D (PLAN) <br />SCALE 1/4•-1• <br />]�(z <br />$pMtAD-IU an CAN-0 <br />PGBM CON=W._, $0. ,AN M (PWALEB O A SUE <br />".W►M1N09M MCCPAIaLNtE nIs <br />a i i t aao 1 ONES or wow ss)Nwlt aN w En a <br />PRA1H "woo i A6 MRICNU I 10 a 11) <br />3/4' Mm- <br />•© OR® <br />Q �J m Rz ARe<f n w. W <br />au (TEEM CUT Do TAW <br />NFPRHM' <br />CASE G (PLAN) <br />SERE A: Tkl/� <br />' 1y�CENfE• `',� <br />No. 44167 <br />sCAME ,/.•.,• <br />V" FOR OMT NOW NSIALLATON ONLY ! <br />CERTIFIED PANEL INSTALLATION AT WALLS w/ <br />SURFACE LEVEL VARIATIONS WITHIN 3/4• <br />* :IS <br />FLORIDA WILDING CODE (Non IN•h W,IocBv Hurricane <br />(VAUD ONLY FOR PANEL(j)OMALLATIONS AS PER ALTERNATIVES 1W THRU 4W ON SHEETS 6 t 7) <br />MAX. A.S.D. <br />DESIGN <br />PRESSURE <br />RATING <br />(ve•1•) <br />MAXOM ANCHORS SPACING FOR EO.. AS SHOWN ON SHIM 6 AT 7 <br />APPLICABLE <br />ALlummimes <br />! ANr <br />OF THEM <br />WXMUM <br />t' <br />rAPtXN <br />LAD SCN[w <br />P A ELMATE <br />rEMALE 0 <br />PA EL ATE <br />mm <br />,pOp Raw* <br />13' <br />,3• <br />TV <br />Ir <br />Tr <br />IV FF— <br />TV <br />Tr <br />TV <br />Ir <br />13" <br />ITT Giant" <br />6 t/2• <br />0 1/2• <br />9 I/Y <br />6 ,/r <br />6 I/s• <br />(OP) <br />4' <br />5'-0• <br />V <br />e• <br />-- 9' <br />N' <br />- <br />clam <br />Olt <br />L SS <br />r <br />- <br />e' <br />- -- <br />r <br />s• <br />_ <br />sw Dlm,w) <br />3 <br />- -- <br />TV <br />— <br />Ir <br />TV <br />�-45 <br />LESS <br />TV <br />,a' <br />Tr - <br />13' <br />7r <br />13' <br />13• <br />TVIV• <br />, <br />■ IS. <br />13• <br />Tr <br />Tr <br />1r <br />r <br />,■ OXmM <br />6 1/2• <br />• 1/2' <br />a 1n' <br />6 1/2• <br />• <br />D'ory <br />- - <br />6 1/4' <br />12 1/2' <br />Ti* <br />• 1/r <br />(BOB-- <br />>r-r <br />4 1/2• <br />4• <br />6 Tn• <br />1 a 1n' <br />- <br />(top) <br />14'-4' <br />, <br />n <br />r <br />T <br />- <br />7■ 0XX7RQ <br />10 ,/2- <br />• 1/2• <br />1 IS* <br />I fY <br />4' <br />(mP) <br />1 TV <br />6 1 <br />• SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOWS t MAX PANEL LENGTHS MEN SPACER @ IS <br />USED, OORRSPONOMIG ONLY TO ALTERNATE 2W ON SHUT 6 <br />CONCRETE NItt= <br />FIGURE. <br />1/4-0 PAELM <br />ANCHOR • 12 <br />WAS. RSA. <br />OEM <br />E <br />PIM� <br />(P.alORME <br />MAXIMUM ANCHOR& SPACING FOR E0. - AS STORM ON SWUM 6 IN 7 <br />IPPLLGMLE <br />To <br />ALTEANKIINO <br />•ANY <br />11b1 <br />1AFAMIX1N <br />Lf H <br />(K) <br />TA/CON <br />LAC SCREW <br />PANELWTE <br />O <br />MMJAAM <br />PLUSOF <br />wow B119NOIq <br />lr <br />13' <br />Ir <br />tY <br />TV <br />w <br />I3" <br />Ir <br />1Y <br />Tr <br />r <br />if (IWIo1Q <br />6 1/2• <br />6 In' <br />6 1/2' <br />6 1/2' <br />6 1/r <br />ZWP" <br />_ <br />6 1 4• <br />/ <br />12 n <br />a / <br />(NOR q <br />7• <br />7 1/2• <br />r <br />a' <br />- <br />f7eP) <br />OR <br />LOS <br />7 1/r <br />6_ <br />r <br />__- r <br />- <br />sw (e rw <br />I3' <br />I3' <br />Ir <br />13, <br />TV <br />So P" <br />445TO-45 <br />475. -75 <br />Ir <br />13' <br />Ir'_.. <br />Ir <br />13' <br />tr <br />Ir <br />,3• <br />,r <br />to' <br />_ <br />13' <br />Tr <br />1Y <br />Ir <br />6Ile <br />Iw(Burro) <br />6 1/2• <br />S ,/r <br />• 1/2' <br />a 'A. <br />1 1/2- <br />pm OOP) <br />- <br />I - 1 <br />S 1/4• <br />1 12 1/2• <br />6 1/4• <br />ISO (1011.•) <br />1 1.1-O' <br />a 1/2' <br />6' <br />7 11 <br />7 1n' <br />- <br />GOP) <br />lO <br />r <br />S 1n <br />s• <br />e• <br />7N donDNM) <br />1r <br />1 Ir I <br />Tr <br />tT <br />10' <br />• SEE TABLE /1 FOR MAX. AS.D. DOW L0405 t MAX. PANEL LENGTHS MEN SPACER 0 is <br />USED, CORRESINCINDING ONLY TO ALTERNATE 2W ON SKEET 6 <br />AS 0 OE11011 LOAD <br />MAXWIM HPANEL <br />LDWF <br />40 PSF OR LESS <br />6•-$. <br />> 40 PSF TO 50 PSF <br />6'-2• <br />> 50 PSF TO 60 PSF <br />W-10• <br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS <br />W) PANEL MATE�`� ID OR PANEL MATE PLUS <br />ANCHORS t W/ k I ?r..N1(, "'VIu4 1/2- O.C. <br />/y <br />© i <br />t• M. <br />PANEL LE NOIN <br />(SEE alwi ON <br />I- N. <br />ON saw 12) <br />PALM , <br />OIA7e. 1 <br />I <br />1 <br />I <br />O <br />L/2 <br />t <br />./SECEQHJLpU <br />D.C. <br />2EE MM= 16 ! If MR MCHM "K A VIACOM TOO <br />onw"AT0t16 0W I000 PAGE outoom <br />OMAN ANCHOR 91VANO AND wMM EDGE OWMN= <br />ARE Oacoo aN Tr= SMONAL to EA. I= t101N <br />owed on mma RMNCE so= woo" IN <br />wA„ vm BEANO Dow am smnu of TIE <br />fOAL VON FOR O OPONIUN TO K PIMMILL <br />MEAN S►ACNC ColaEN LINING PAM SMALL Not K <br />Ws TRIM IMIN M SPALoa 001010ED FOR MACH ML1aR <br />nR am no OONVAL <br />1 1 <br />MOB � <br />- _t/41r <br />wow <br />womm now wam 04 <br />3 <br />3 <br />•.eNLrtN, on.r 9AI <br />3 <br />3 <br />s <br />a 1/2 <br />tAAAgW W,.,4t w W <br />AiK Wi AIR <br />NORM <br />,s <br />r <br />661 <br />,/ %R/11111/111, <br />134E717N�a�.. <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .B.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE <br />FOR REGULAR STORK PANEL n INSTALLATIONS INTO COmatETE a CONCRETE BLOCK STRUCTURES <br />(VALID ONLY FOR PANEL(DWSTALLATIONS AS PER SEC110NS 1 THRU 6. ON SHEETS 4 t 5) <br />MAX A.S.D. <br />PRESSURE <br />�� <br />MAXIMUM AMMON6 WVZM FOR UI LO. PER SCHEDULE BELOW <br />APPLICABLE <br />MA701OY <br />PAND.iN <br />MAIL A.S.D. <br />OEM" <br />PRESSURE <br />RAFMG <br />NAXRM AIL7 M SPACND FOR ON LD. Put SCHOU @ O■ocum <br />UPPIIC/ORE <br />IIAl0Y11Y <br />PANEL <br />ENSTN <br />TAPOON <br />SOMA-w <br />7M6tD-TSWUW <br />Galt-N <br />! �, <br />TAPOON <br />SMA)-SFr <br />RMA <br />7NML-NYIIM <br />eAUf-N <br />! �• <br />W <br />W <br />W <br />W <br />TO <br />Of THIN(TOto <br />W <br />m <br />OF THEM) <br />445, -48 <br />on ll7! <br />,r <br />1 ,r <br />• ,3 <br />+ • <br />s <br />Ir <br />TV <br />,r <br />,r <br />Ir <br />TV <br />Ir <br />tr <br />W-6,. <br />OR <br />tm <br />4{S, �O <br />r <br />TV <br />,r <br />,r <br />,r <br />,r <br />,r <br />,r <br />,r <br />+r <br />1r <br />,I <br />, <br />6._. <br />OR <br />LLf6 <br />Ir <br />13' <br />,r <br />Ta• <br />Ir <br />13• <br />1r <br />,r <br />,r <br />,r <br />Ir <br />Ir <br />I (•Drw <br />Ir <br />Ir <br />Tr <br />,r <br />fY <br />,r <br />tY <br />Tr <br />lY <br />tr <br />Ir <br />11 1 <br />1 (BDRD10 <br />Ir <br />,r <br />Tr <br />TV <br />17• <br />,r <br />TV <br />I3' <br />73• <br />Tr <br />Ir <br />IF <br />2 <br />1r <br />Tr <br />Tr <br />A' <br />Ir <br />Ir <br />Ir <br />,r <br />,r <br />Tr <br />lr <br />11 t/2 <br />2 (FOP) <br />Ir <br />,r <br />Ir <br />Ir <br />Ir <br />13, <br />1r <br />tr <br />,3• <br />1r <br />Ir <br />Ir <br />2 (BOSON) <br />tr <br />it <br />Ir <br />/r <br />1r <br />IY <br />,r <br />it <br />1T <br />Ir <br />13• <br />1 12 <br />(MINION) <br />,r <br />,r <br />lY <br />tr <br />TV <br />IF <br />Tr <br />tr <br />Ir <br />1r <br />/r <br />Ir <br />p (TOP) <br />1r <br />,r <br />Ir <br />13' <br />1r <br />Ir <br />13• <br />13' <br />tr <br />Ir <br />1r <br />11 1/213 <br />(TOP) <br />12 Ils, <br />is T/sj <br />6 1/4- <br />'s 1/4-12 <br />1/2 <br />12 11r.- <br />- <br />• 1/4' <br />6 1/4' <br />3 (NOTION) <br />12 1/2-12 <br />I/2 <br />0 1/4' <br />6 1/Y <br />12 , <br />12 In11/2*3 <br />- <br />6 1/1• <br />6 1/r <br />3 (NOnON) <br />r <br />r <br />r <br />r <br />r <br />r <br />r <br />r <br />r <br />r <br />1. <br />7 I/r <br />4 (MOP) <br />r <br />0 ln' <br />e• <br />r <br />r <br />1 In• <br />r <br />7 1/Y•• <br />r <br />e• <br />4 mm <br />r <br />- <br />1 <br />- <br />r <br />- <br />r <br />- <br />6" <br />- <br />r <br />- <br />t6oTI01t) <br />r <br />- <br />r <br />- <br />r <br />- <br />r <br />- <br />-_ <br />e' <br />- <br />4 Ne,W14 <br />1r <br />1r <br />TV <br />1r <br />Ir <br />Ir <br />TV <br />Ir <br />tr <br />Ir <br />1r <br />Ir <br />,r <br />Ir <br />,r <br />it <br />,r <br />fr <br />Ir <br />la• <br />Ir <br />-13• <br />+ 1/2 <br />(TOP) <br />Tr <br />lr <br />,r <br />,a• <br />,r <br />,r <br />TV <br />it <br />tr <br />1r <br />fr <br />/r <br />mmw.-) <br />Ir <br />tr <br />lr <br />Tr <br />Ir <br />,r <br />,r <br />Ir._lr <br />1r <br />,t In <br />3 (NOTION) <br />TV <br />13' <br />tr <br />Ir <br />Is- <br />13- <br />tr <br />13' <br />Ir <br />13' <br />,r <br />IV <br />0 <br />Ir <br />TV <br />tr <br />Tr <br />IS.• <br />1r <br />,Y <br />,r <br />tr <br />,r <br />11 In <br />• (MAP) <br />_ <br />- <br />{ 1/4- <br />6 1/,- <br />6 Ile <br />6 1 4• <br />- <br />- <br />- <br />- <br />11/1 <br />6 1/4• <br />0�'� <br />- <br />- <br />6 1/4' <br />0 1/4- <br />6 Ile <br />6 1/4' <br />- <br />- <br />- <br />4 1/4' <br />4 14> <br />• -) <br />tY <br />a' <br />1r <br />/0 1 <br />Ir <br />Y <br />tr <br />r <br />7 1n <br />a to <br />Ir <br />4 1/2 <br />1 CIOP <br />w-4. <br />TO <br />IV-4' <br />Tr <br />r <br />,]• <br />tY <br />,Y <br />6 1 <br />tr <br />9 t <br />' <br />6 1 <br />,r <br />5 1 <br />I <br />>e'_r <br />TO <br />r-r <br />13" <br />r <br />TV <br />,r <br />Tr <br />9 1n <br />1r <br />9 In <br />10 In <br />1 to <br />1r <br />r <br />I ammm) <br />Ir <br />7 Itr <br />Tr <br />Ir <br />,r <br />10• <br />,r <br />or <br />r <br />/r <br />a 1/r <br />I (wri01) <br />5' <br />Ir <br />10 to <br />Tr <br />r <br />TV <br />r <br />7 1/2 <br />5 1n <br />Tr <br />4 1n' <br />2 IVES) <br />Ir <br />r <br />Ir <br />13• <br />Tr <br />0 I/r <br />Ir <br />s t/r <br />6 ,/2• <br />Ir <br />5 I/r <br />2 (TOP) <br />_,r <br />Tr <br />r <br />Ir <br />Ir <br />Ir <br />9 1/2 <br />13' <br />9 ,n <br />10 1/2 <br />7 1/2 <br />,3• <br />6 In' <br />2 ) <br />Ir <br />7 ,n' <br />Ir <br />lr <br />Tr <br />TO' <br />13' <br />10• <br />r <br />tr <br />6 l/r' <br />a polow) <br />Tr <br />r <br />Tr <br />13' <br />tr <br />9 ,n <br />Tr <br />s I/2 <br />t0 1/2 <br />7 t/z <br />ti• <br />a I/Y <br />3 (TOP) <br />it <br />7 1/2' <br />tr <br />Ir <br />,r <br />1r <br />tr <br />Tr <br />r <br />1r <br />6 In' <br />3 (w) <br />- <br />- <br />17 1/2 <br />12 In <br />6 1/r <br />9 1/4' <br />12 ln' <br />6 1/r <br />- <br />- <br />6 1/4• <br />a 1/4' <br />3 Monism) <br />- <br />- <br />2 t <br />2 In <br />6 1/4. <br />6 I/4' <br />2 7 <br />12 1/2- <br />6 1/4' <br />6 I/r <br />3 (BOTTOM) <br />Y <br />r <br />•' <br />S 1/2. <br />7' <br />3 1/2' <br />e• <br />4' <br />4 1/2• <br />r <br />f 1/2' <br />3' <br />. (,OI•) <br />7 ,n- <br />r <br />r <br />0• <br />r <br />4• <br />1' <br />4• <br />3 1/2' <br />a i • <br />r <br />4 (=P) <br />r <br />r <br />6' <br />1•51/r1/2• <br />6 ocluo <br />r <br />r <br />e• <br />r <br />' <br />7 I/Y <br />(eomw <br />IT <br />7• <br />1a' <br />1T <br />IJ• <br />• ln• <br />13• <br />1 1n' <br />0 1/9 <br />7 lIr <br />lr <br />r <br />Ir <br />B 1n' <br />1r <br />tr <br />1r <br />,0 <br />,r <br />Tr <br />r <br />,r <br />sU' <br />Y <br />Ir <br />13' <br />Tr <br />s 1n' <br />Ir <br />0 inr0 <br />T <br />7 I/e• <br />1r <br />• /n' <br />S (BOnW)tr <br />a ,/r <br />Tr <br />Ir <br />Ir <br />t0' <br />,3' <br />10' <br />r <br />t3• <br />6,3• <br />r <br />t3• <br />10 1/2 <br />1r <br />Y <br />,3' <br />7• <br />7 ,/2• <br />9 7/1' <br />1J' <br />4 1/2" <br />6 (TOP) <br />IJ' <br />r <br />IV <br />,3• <br />lr <br />9 1/2' <br />Ir <br />6 1/2' <br />' <br />6 1/2• <br />13' <br />5 ,/r <br />6 (TOP) <br />•1461/4' <br />61e <br />a14' <br />614'614.6 <br />NOR.•• <br />atPllral <br />l' <br />a14' <br />bt/-is <br />i/4-le <br />NL SM 11 TO ANCMON TYPE ! WAGING IOU OWAUAM4 010 11100E PRIME KIMM <br />• WOW ABOM 71MCEMO NO WOMAN ma DWOU ARE SOUND ON WIN SOIWAL MR EA <br />ROW TWA TOWNS OR SCOMA ROOM ANCHOR SNCG K OAMYNT IPMM SOW ON <br />SCMOi ■Y M FOIIAINp FACTORS. FOR lift OPDMnM TO BE Fot9■N- RENrio SPANS. <br />ONAIEO MINING WM WOLL NOT SE LEI: TTYW OPIUM JWACMO wmmo FOR EACH mam IYX <br />ON TOR 2C1lS1K <br />Alma THIS <br />,H. <br />,Kea. <br />,/r•_ <br />tµ•• <br />tp1 <br />//4'• <br />_ <br />1pti <br />nNt21 <br />twle.D <br />NNMN MMOXOR f■VC016 Gn) <br />3 <br />3 <br />3 <br />3 <br />a ,/r <br />I ,/I <br />,,,�„y,N •U <br />3 <br />3 ,p• <br />r <br />3 <br />3 t/r <br />3 <br />or+AP,a a.sl Taal <br />3 <br />3 ,/r <br />3 ,p- <br />s I// <br />3 I/r <br />A XIMI. no ama <br />FACTION <br />r -- - <br />. _. 3 ,t.M <br />w <br />•40 <br />- 1N"- <br />a,e <br />IA• <br />- <br />,.te <br />w SPACINGS ONLY VALID MEN 9PIICER IS USED- SEE /1 FOR LAX RSA. <br />DESIGN I.DAD3 t NAX PANEL AMEN SPACER 6 USED ' <br />m"JL <br />A <br />ASA OBlION LOADMAXAM <br />NPANEL <br />LENCITI <br />40 PSF OR LESS <br />64-6• <br />> 40 PSF TO 50 PSF <br />6'-r <br />> 50 PSF TO 60 PSF <br />5'-10• <br />A MAX. PANEL LENGTHS ARE VAUD FOR INSTALLATIONS <br />W/ SOLID SET N CHORS t W//" SPACER AT 12 1/2- D.C. <br />_..._...___ ...___.__�-..____ _..____ANCHORS (SEE SECTIONS 6r ALTERNATIVES ON SEER 13, 14. le <br />�I 3' VM. R-tA/13, R-2,t,/13, R-3^/14, 4-11V13, R-25/13. R-A/(4. ,•• <br />D.M..©, "- R-TAW/13, 111-2AMA/15, R-34W/19. R-1B1M/1S, R-21N(/15. R-3/W/T6. 1" MIT'. <br />Or <br />-" r---- -_ ---- ---jjll__.--_...- <br />r--i---�- �--- .� i- -- ; � i�-1�I <br />I I I <br />i <br />i ', '• ` 1/4Y-20AI•' S.S. 'BOLTS w,(� i ! I j l• <br />1 1 I I (USE "M PANEL .0 I I PANEL tETIGM <br />i j 1 i OVER r-V) ► <br />! <br />i s _ �I,FF�DDLAIsmm I PANEL REGULAR sT�nM PANEL �f I 1 4 r-•• ! H0.4 -40-0 Pod. <br />i l ; ; I j OX/ OVENA► MD ►MIEN LLMOM B0.n <br />�I - - - -- 1 L - --- ---------------- <br />, L1 ' l r-e• • +cote. -Sao W. <br />t � (W/O "%AP YID Pon LENGTH NOUN <br />11 <br />! i _ 1 A LSE r T A L M UNIV LENGTH <br />1 • ' _' I ' s,s. NX75 w's•,�y ( - I ..I - AT ALL MOUI/INOS <br />AT FA OVERLAP- <br />1 1 1 <br />s --�--_-- <br />i <br />----; } T - iNB2wL3 If 3dlb -- - j -- I - -- _ N ..IV <br />1 "Y P NEL BOTTOM OOMMER -}_ <br />I <br />, <br />, <br />01 O _ waHc NUT A7 r EVERIOR ; RANG NUT AT <br />LO <br />MAX. T PANEL .-._.. RIGHT PANEL r VA� 1 ♦ <br />NS)ALLATENS ONLY VALID FOR IMNG <br />r 46N. R-IA/13. R-2A/13, R-W14. 0 <br />-15/13. R-25/(3. B-3B/141. r WO sKEG UP 70 <br />R-RAWP15, R-2AW/15. R-3w/is. R-1BW/75, R-21ITW/15. R-3BW/1B. <br />(OFF SECTIONS ! ALTONNaIVEO ON SLEETS 13, 14, IS &16)------ .--...----- -' - <br />_1/4' MAX. GAP <br />��E SAFETY (t) <br />'-�/7�J 2.UY SCALE 1/4"-T' �/7�J i <br />STORM PANEL (4•L O.WM .-1._WAME 1611110 '� NOEL <br />4 IC - •.lam, 6 / <br />MAX <br />1 ,hr ^.•�7TQ7 <br />LIFE SAKTY PANEL TL' <br />FLORIDA BUILDING CODE Non High Vftleeefffty Nu cons Zon6 <br />EMIRIOR NF`rs//�ORIDh . 4C�� <br />�0L160' .B <br />24 GAGE GALVANIZED SIM STORY PANEL <br />F.P. <br />w; <br />" 6 <br />T� L E-T C 0 <br />PNOTECnON PROOIICTS. LLC <br />07�'DNc/" <br />SECTION A -A <br />MW t... sl ,1MSr <br />SCALE 1/4•-1• 2J <br />1�,tw m-w .-. o,-, <br />nao UH)r6-7Na ra:11114)116'•m7 <br />20-175 <br />FL 7Gl/B•4oYolMR <br />CA Zli.. <br />r r <br />NW,OM ,I. <br />P <br />Nam 17 f/ 4 <br />I I <br />N j <br />1 <br />-'- _ M GMri <br />. PANEL LENGTH <br />(SEE ELEVATION <br />ON SHM 12) <br />I <br />1 <br />, <br />I-- k <br />1 <br />2.4• +IaQ4. <br />RATE <br />I'0 TAPOON "END <br />mom • s• O.C. <br />.4' WOOD <br />NO <br />WALL MOLI(I <br />CALL 3/0-1- <br />I= <br />1. INSTALLATION ARE ONLY VALID FOR A.S.D. DES" <br />PRESSURE RATINGS p.af AND PANEL LENGTHS AS <br />PER ELEVATION ON IL <br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD <br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC <br />DENSITY OF 0.56 OR EQUAL <br />1 ; <br />I _ 1 41F7r,t' <br />r o/u2�2� <br />M IL i I <br />r I <br />WHM IS. 1 <br />I 13Noar •ri I <br />ON <br />12) <br />I <br />I <br />I <br />1J2 <br />1 <br />I <br />'•7.9�111 4•Yi <br />oaw <br />ev, ac <br />TAPCON 2•.4' <br />t • r O.C. PLATE <br />KQUNW <br />I7; 11L � <br />7 iollT4.ryn IC 711i4E'7Jy�i■ZTa <br />t- MIL <br />�--• <br />a. PANEL La am <br />(SEE aewRTQN <br />I <br />I <br />I <br />I <br />I <br />I <br />L N6, Ni <br />ban <br />• ,a , <br />S.C. <br />TAPCON <br />0 0••O.c. <br />(VAUD ONLY FOR PANEL 101NSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 t S) <br />IN1L Rio. <br />PR tm <br />MaTMj <br />11AIOMUI ANCHOR• SPACING FOR LBN EA, PET SCHOUAE Hoar <br />APPUGBLE <br />! <br />MA,GNM <br />t17 <br />fn.) <br />NHL. As.O. <br />MMIp911R[ <br />(oTMj <br />MAXIMUM AMM ONS SPACING FOR MIN EA. PER SCNEDIHE Ballw <br />�� <br />11LXIFM <br />t.0^ 16 <br />(n•) <br />TAPCON <br />$MJD-RT <br />FIDIALS <br />ID <br />PLUS7AMC-NNLM <br />CMX-N <br />rMCON <br />aDIID-!R <br />FEMALE <br />0 <br />1" <br />IAIYC-WNJI <br />GVK-N <br />! <br />rootha <br />m <br />m <br />W <br />roirk <br />a<M <br />W mom <br />bk <br />ro <br />W <br />m11oN <br />Nab. -06 <br />*76ro <br />1]• <br />11• <br />,r <br />13• <br />1]' <br />1r <br />,3• <br />1Y <br />tY <br />12• <br />1r <br />10' <br />, <br />5,�. <br />OR <br />LOS <br />i75• -m <br />411 11fe <br />r <br />Ir <br />0 + <br />13• <br />0 1 <br />tr <br />• ,/ <br />7 1 <br />6 , <br />lY <br />4 + <br />+ <br />W-41 <br />of <br />Tr <br />11' <br />Ir <br />Ir <br />Tr <br />U' <br />Ir <br />TV <br />Tr <br />Ir <br />Ir <br />Tr <br />I (Borw <br />a 1/2' <br />Ir <br />Ir <br />,r <br />r <br />lY <br />r <br />,r <br />7 1/2• <br />tr <br />r <br />I 0011m) <br />/J' <br />11' <br />tr <br />13' <br />13• <br />1r <br />Ir <br />13• <br />13• <br />Ir <br />13' <br />1r <br />2 OeP) <br />e" <br />Ir <br />0 f/ <br />Tr <br />• //Y <br />IY <br />t 1/2' <br />7 1 <br />a tn' <br />13' <br />s 1/r <br />7 ) <br />Ir <br />w <br />TV <br />Ir <br />Ir <br />tr <br />Tr <br />tr <br />t3• <br />1r <br />Ir <br />Ir <br />2 (BOTTOM) <br />r <br />13• <br />1J' <br />tr <br />9 1/2' <br />13" <br />s t/r <br />0 1/2' <br />7 ,/r <br />,r <br />6 1/2' <br />2 (•Ww40 <br />Is- <br />„• <br />Ir <br />TV <br />Ir <br />Ir <br />Tr <br />it <br />Ir <br />tr <br />Ir <br />Ir <br />3 <br />71 <br />Ir <br />TV <br />1r <br />9 1/r <br />lr <br />1 tn' <br />10 I <br />7 1/x' <br />TV <br />91 <br />3 (TOP) <br />2 1/2 <br />12 1 <br />6 1/4' <br />0 I/r <br />2 In <br />12 In <br />- <br />- <br />a I/r <br />9 1/r <br />3 (BORON) <br />- <br />2 1/2. <br />2 T <br />6 1/r <br />6 ,/4' <br />2 1/2 <br />6 1/4' <br />- <br />- <br />1 1/4' <br />1 ,/4. <br />3 teel,Du <br />r <br />5• <br />r <br />r <br />e' <br />r <br />r <br />4 ,/r <br />Y <br />V <br />r <br />4 1/r <br />t <br />r <br />r <br />a 1/2• <br />r <br />3 1/2• <br />r <br />4• <br />4 1/2' <br />V <br />4 1/2. <br />2 1/2-LEa <br />0• <br />- <br />o' <br />- <br />r <br />o' <br />0• <br />- <br />o• <br />- <br />(WffW0 <br />[1V <br />- <br />s 1/2• <br />- <br />1•- <br />r <br />- <br />5 T/r <br />- <br />7• <br />- <br />MOM" <br />III- <br />,t' <br />lr <br />,r <br />U• <br />Tr <br />,r <br />tr <br />,r <br />,r <br />,r <br />to" <br />5 MAP) <br />6T/r <br />13' <br />,r <br />Ir <br />1'13, <br />rTo• <br />7 1/r <br />1r <br />a• <br />LYOP)13' <br />„• <br />,r <br />TY <br />1r <br />Tr <br />TV <br />,r <br />,r <br />1r <br />13' <br />To• <br />5 MM=) <br />r <br />tr <br />Tr <br />Ir <br />9 In• <br />Is- <br />• ,/2• <br />o In <br />7 In• <br />7r <br />r <br />5 Ow"aM) <br />,r <br />1,• <br />Ir <br />ta• <br />Ir <br />/r <br />,r <br />Tr <br />T3• <br />tr <br />,r <br />,0- <br />6 (TOP) <br />6' <br />13• <br />f01/2 <br />Ir <br />1 1/2• <br />1r <br />6tn' <br />7 1/r <br />5 ,n' <br />Ir <br />4 1/2' <br />6 (mm <br />- <br />- <br />61/4• <br />0 1/4• <br />61/4• <br />4 1/4• <br />- <br />- <br />- <br />- <br />a l 4• <br />6 1 r <br />s <br />- <br />6 1 1' <br />a ,/4' <br />1 1 r <br />6 1 /• <br />0 1/r <br />o 1 4' <br />- <br />- <br />61 4' <br />o f 4' <br />4 (6 m- <br />Ir <br />T 172 <br />13• <br />,r <br />1]' <br />1r <br />,r <br />,0• <br />11' <br />r <br />Tr <br />4 1 <br />1 <br />),W-r <br />To <br />e'-e• <br />5• <br />it <br />o 1 <br />W' <br />S I <br />li' <br />6 1 <br />7 1 <br />6 In <br />tY <br />4 ,/2 <br />,TV <br />W-C <br />7D <br />r-W <br />7 ,/2• <br />Ir <br />,3• <br />13' <br />0 1/2 <br />13' <br />,0 t <br />11 In <br />r <br />Ir <br />r <br />I <br />0 tn' <br />Ir <br />TV <br />,r <br />s' <br />,r <br />0• <br />to• <br />7 t/r <br />Ir <br />r <br />1 lemTa40 <br />13' <br />7 1/2• <br />I3' <br />TV <br />13, <br />10• <br />Tr <br />le <br />It' <br />S' <br />Is- <br />a 1/2. <br />2 (FOF) <br />r <br />13' <br />TO f/2 <br />TV <br />6 1/2- <br />1r <br />6 1/2' <br />7 I/r <br />5 I/r <br />Ir <br />4 1/r <br />2 (CROP) <br />13' <br />7 I1r <br />Tr <br />Tr <br />tr <br />10 In <br />Ir <br />10 fn <br />1 + <br />V1r <br />r <br />a ammm) <br />Ir <br />r <br />Tr <br />tr <br />TVs <br />In• <br />Tr <br />9 I/r <br />to 1/2 <br />7 in• <br />Ir <br />{ , <br />2 (NOROM) <br />IS• <br />7 11r <br />,r <br />13' <br />tr <br />To 112 <br />13' <br />10 1/2 <br />1 1/2 <br />r <br />Ir <br />r <br />3 (MP) <br />tr <br />r <br />13• <br />TV <br />13' <br />0 1/2' <br />13' <br />0 1/2• <br />a 1/2 <br />7 1n• <br />1r <br />r <br />3 (TOP) <br />12 1/2"12 <br />1/2 <br />0 1/4' <br />4 lle112 <br />1 <br />6 ,/4• <br />- <br />- <br />6 1/4' <br />s 1/4' <br />T (90rmM) <br />- <br />- <br />1/4" <br />- <br />-II2 <br />f 1/4' <br />a t/A' <br />3 (00110Y) <br />7 ,n' <br />3 tn• <br />r <br />6• <br />7 ,/2- <br />4• <br />r <br />4 1/2" <br />W <br />3 I/r <br />r <br />r <br />4 (TOP) <br />T <br />r <br />r <br />a 1/r <br />r <br />3 t/r <br />r <br />1• <br />4 1/r <br />r <br />I ,n• <br />2 1/2' <br />4 POP) <br />r <br />- <br />r <br />- <br />r <br />- <br />1• <br />- <br />0' <br />- <br />r <br />- <br />4 (NOTMU) <br />r <br />- <br />6 1/r <br />- <br />r <br />- <br />r <br />- <br />5 1 <br />- <br />r <br />- <br />(NOr1014 <br />Ir <br />7 1/2' <br />Ir <br />1r <br />1r <br />10 , <br />lr <br />10 I/ <br />I In <br />r <br />13' <br />r <br />6 (,O►) <br />1r <br />0 1/2• <br />Ir <br />1r <br />Ir <br />r <br />tr <br />r <br />,0• <br />7 1/2" <br />Tr <br />r <br />(10P) <br />,7• <br />7 in' <br />13' <br />1J• <br />1J' <br />10 1/2 <br />Tr <br />10 In <br />1 t <br />r <br />13• <br />r <br />s (sow <br />/r <br />r <br />13• <br />1r <br />,r <br />9 1/2- <br />is- <br />9 1/2. <br />10 1/2 <br />7 ,/r <br />tY <br />_ 0' <br />S (BOTTOM) <br />,7• <br />7 1/2• <br />A• <br />tr <br />13' <br />10 1/2 <br />tr <br />10 t/1It- <br />1 <br />6' <br />TV <br />Y <br />6 ) <br />IS' <br />r <br />13• <br />lr <br />0 1/r <br />,r <br />a 1/2. <br />7 1/2• <br />a 1/2• <br />I7' <br />• ,/2' <br />a (TOP) <br />f l4'•1/•614'014• <br />- <br />al /•91{•6(BOT1.• <br />oTH'0t <br />1'bt <br />4•e14' <br />111. <br />9, 4'{ <br />OR s,m It me ammm "K I MIND MR alluA MCM MO NOae mw Ream& <br />• 3MRAM saw SWOON we ,IMAM ONE OOONte AlY "WAm aN so SCHOOL MR 9A <br />ON THAN eOPMm 000 soma REOR ANOROR MANIO If NL1wLY0a SntrlO Oman n ON <br />2CMIaa 1Y M roumm rAOmAa no oft OPOAT0N1 TO K PORE. Am1Is0 WoOm <br />=A M tls0a 111" 21101A NOT 6E LS "m N1NMA 1PAN10 om m FM EACH AMC"" ,YK <br />ON no aN1mtFL <br />AND=TR <br />,/4••- <br />1/.Y <br />1/4'. <br />1/410 <br />.�1 <br />I•NB+NBN <br />_1/4•. <br />GSX- <br />o•a•ar <br />t OMA MOTORke, <br />s <br />3 <br />! <br />t I/r <br />1 1R <br />MRMYNtlte3 <br />,/r <br />! <br />7 <br />I 11r <br />3 <br />normaOw3 <br />,/r <br />3 ,/r <br />3 1 <br />3 ,/r <br />N10RDL 116E 1BBN(1< <br />'-'-'-- 77 l� <br />- <br />-- <br />_ <br />- <br />_ <br />O.S. <br />-- <br />r <br />as <br />aTe <br />- <br />.-� 3 1 - <br />- -- <br />100 <br />"a <br />•• SPACINGS ONLY WFIEN SPACER IS L1SFD. SFE 7 FOR MAX. A.S.D. <br />DF51ON LOLDS t MAX. PANEL MEN SPACER USED. <br />1/4"0 /AMA <br />ANCHOR 6 <br />-O <br />7/■i./L <br />a <br />A.B.O. OL360N LEAD <br />MAXIM taglN� <br />40 PSF OR LESS <br />6'-a• <br />> 40 PSF TO 50 PSF <br />6'-2' <br />> 50 PSF TO 60 PSF <br />W-10• <br />A MAX. PANEL LENGTHS ARE OMY VAUD FOR INSTALLATIONS <br />W/ SOUD SET ANCHORS t W/ SPACER AT 12 1/2. O.C. <br />►1 • <br />ANCHOR 0 9 D.C. <br />INSTALLATION DETAILS <br />• : LIFE SAFETY <br />PANEL <br />ON <br />POURED CONCRETE • <br />: CONCRETE BLOCK <br />CONCRETE on <br />ANCHOR <br />' , <br />NIQUIRE© <br />i <br />. <br />CONCRETE ,BLOCK©�, <br />' <br />REQUIRED. <br />f <br />4 <br />_ <br />_. <br />IT <br />8 <br />V + <br />i 1• MM. <br />I <br />p <br />j <br />I 1' min. <br />I <br />F <br />1 <br />( <br />t 41-3.,• 1 ELISTS1w 1O GLASS. <br />;Huss <br />I <br />- <br />_ t/4Y-O,• <br />a <br />p <br />EGBF (lQ.O <br />I <br />T -- <br />t .'U-fan- DL1671t14.�. ro .. <br />r RASS -L ♦ <br />A.... <br />' <br />1/.TA-fir <br />u an/f <br />M a <br />Ar <br />GLASS .__ <br />-. ... _. <br />r wa0t>s! <br />- .. <br />a G <br />1•M, OAR rtl <br />;1• <br />1 <br />row <br />PANEL LEMWN <br />(SEE ET 112) <br />C�11L _... <br />1t- '- <br />%- --- <br />- - • WL. <br />t <br />'I'mLEwotN <br />i <br />121 <br />9 <br />_ <br />..._r__ <br />-- - ( MAX. <br />PANEL LENGTH <br />(SEE E171a110N <br />S <br />�.. 1. <br />--�---... <br />1 <br />1!t•' <br />MAIL <br />41PANES. LENGTH <br />(SEE ELEVATOR <br />1' Yin <br />H <br />0/1 OEE1 12) <br />IT <br />Y <br />--- I -. -_ <br />----...� W 8LIEET <br />l 1' MM. <br />I <br />ON sow is) <br />1 <br />ON SHE 2)1 <br />-•-SEPAWL <br />I <br />' <br />1 <br />,VMTIOk- <br />: <br />..__. i _. <br />._—� <br />TO OIASS.TO <br />CLASS. <br />`/2e' <br />E.D.•! <br />p• <br />i <br />LD • <br />U1/4-0 <br />Im%xGDUwmILt_//' <br />_,1._-. _ 1_._.__�_ <br />.._-1 <br />Eo <br />..- <br />IB! NSq/ <br />0I21 Qa <br />/ R.._- <br />1/4-0 TA" <br />�,�/{Y TAPCON <br />,�/4.0 TAPCON <br />ANCHOR • 0. O.C. <br />• r O.C. <br />; ANCOR 7r s• <br />S.C. <br />A3CNd1 N r O.e. <br />`EXISTING CONCRETE NLACL REOURM. CONCRETE of <br />(LSAFNCaNgOIt <br />•_ NDd qER. a = �. OR <br />L�PaSEo <br />MOCK <br />CONCRETE Oft <br />ASOURED. <br />�_�vaXln CONCIKIE OR <br />xoac RERNRED. <br />WALIM No <br />SCALE 3/y� <br />mg <br />_'Vo wNNNV•• 1GWE 3 .1 <br />2'.4" Not <br />PLATE <br />su IN = 19 ! to no ANCHOR!; <br />N60a Tat <br />1/4". <br />TK T! 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