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END CLOSURES DETAIU FOR INSIALLAT19N IN _POURED CONCRETEe <br />CONCRETE BLOCS QR,W0012 STRUCTURES: YAL112 FOR REGULAR, LIFE <br />SAFETY & E-Z HANG STORM PANEL SYSTEMS <br />OR <br />II� O'F� ER % T % AN/4 3. 3105 H-14 OR <br />8 ALLOY GONE. AWL.'\ <br />O® <br />m AN.L. 1 3J4• ` f ` <br />ij2. TAPCON i1 D.C% <br />POURED CONCRETE. CDHCRE `E %�✓ in. ]-M1' <br />BLOCK OR V%e WOOD FRAME -i POURED ' 1 1J4'I %/2' i <br />REPLARED CONCRETE BLOCK ANCHOR ' -.� <br />4%2!r.r--2 <br />! j/}) n <br />2'%4' WTOp FRAME I `^� DR® <br />'PAAET. <br />llAi PHNEE <br />1 %1/4' CAP <br />/ TxPtCAa ANC'. <br />3 O 12' a.CVARIES %.TERHATE LED IDCATIGN <br />r CONt '' <br />,..._-� f ( 5" Mow ! <br />9Qr L cif NAM%. AN@EOR <br />f j �' '- ' qx <br />i _.___. --- 1 .�O' SLOB-H154 SNEEt CPRCREE, CONCMFH; <br />S _._. .1 TRACK ._.._._ <br />5• r' i I - METAL ALWl. BF7l1' PLAT€ <br />3105-N14 DR _ _+ 1' _�/:��y ' (Typ:y f'q''� 6 4 e4 WtlOD FRAME <br />2 1/2' <br />8063..7E ALLOY VJ ...�..-. V <br />Min. <br />COAT. AIAM. ANGLE <br />w.r No, �A Mm�GNP <br />® <br />Ile • Bo IT i4' % 4' : A7Y <br />O 1Y D C. 3105-H14 OR 606 11; ALLOY <br />w/d4CKHUT C-L Am ANG E <br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) S(E D (PLAN) <br />SCALE 1/4--1- SCALE 1/e-1- VALE 1/4"-1' SCALE 1/4"-1" <br />SQUID -SIN' OR rkA- <br />O, ELCO PAMSMATE <br />'Q q OR � C EKt5T BO TReA AT !)GILT£ O !d4i <br />.jT,�l ^TOP, BOTTOM ON t PANELAWTE PLOSu <br />(MIN. PANEL CONCRETEI� VARES N (� OR 2-ke WOOD SIDES OF OPENING , GOIEDULE aH B. <br />OVERLAP BEYONO \ 2.44' wow FRANF ,� ' -I FRAME AF9UIEU ( i AS MRMJBLE f !8 ! ti) <br />OPENING WIDTH) ORCO N�TE11ECO FCRETE REOTIREO <br />OR% ' <br />VARIES 1 i BENT W1 ANCHORED FRONT r <br />5" MPL. ELL ii DES PARALLELTO <br />` WALL TNEVER CUT END PAHEL) <br />ItG GO. DISTANCE <br />! f •1 <br />---- ja. s --- - _� �eH,4Mf1Y+lMliy,AAy CASE G_ (PLAN) <br />A. T!((//4y <br />OR 9.2,0..%QytE� sAAAE 1/4-.I' <br />NrF i i• ne4 S .�: ✓ 4 VALID FOR DUCT MOUNT INSTALLATION ONLY $ <br />ON ' .V <br />s <br />"C CERTIFIED PANEL INSTALLATION AT WALLS W/ <br />No. 44167 •% i SURFACE LEVEL VARIATIONS WITHIN 3/4- <br />* R : * tr FLORIDA BUILDING CODE Nan Migh Velocity Hurricane tons <br />CASE E (PLAN) CASE F LAN) °° ^1QD RC 24 GAGE GALVANIZED STEEL STORM PANEL '� <br />sip F W. <br />SCALE 1/4•-1" SCALE 1/4'-1" �DRIOP•. � <br />LDANN <br />Sj IL E C O AAA4. GLOBAL PROTECTION PRODUCTS, U.C. Dm. <br />AAY'ANAA, <br />E4= Sw. at MEET <br />T �TBfINO : rNWNttIBNO ANY <br />nl�yt% 'L.rO'7t?2e, e. r as Ww,A. 4enBw. h ]H4. ORR. FL 3331E 20-175 <br />wrs . am--- . rr : Mta In-14H fNLfE: (I34)6eI-7b46, FAX: (W)6D9-67I7 <br />.-,�. <br />CA-00171 <br />PE 561./YOrW,T41lff/WtE ,FLIER nL FLORIDA U. P N1 PL tlI t - <br />7 LIMB)' 8 Mm Ia <br />PRESSUREMAXIMUM A.S.D. DESIGN <br />2ZHE.DULE FOR REGULAR STORM PANEL (1)INSTALLATIONS INTO WOOD STRUCTURES <br />(VALID ONLY FOR PANEL(DINSTAL.L.ATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) <br />MAX. A.&D. <br />DESIGN <br />PRESSURE <br />MAXIMUM ANCHORS SPACING FOR E,0. - AS SHOWN ON SHEEI^S 6 & 7 <br />APPLICABLEMAXIMU <br />t I ANY <br />Tf1ED11W <br />PAMM <br />NGTH <br />LEL. <br />(R.) <br />TAPCON <br />LAG SCREW <br />PANEUMTE <br />FEMALE To <br />PANEUAATE <br />PLUS <br />WOOD BUSHING <br />13" <br />it <br />Ir <br />13, <br />13" <br />1w (LOP) <br />13- <br />13" <br />13` <br />13' <br />13" <br />Iw (am-) <br />5 1/Y <br />6 1/2' <br />5 7/2• <br />8 1/2' <br />6 1/2" <br />2W (TOR) <br />- <br />- <br />6 Ile <br />12 1/2" <br />a 1/4` <br />2w (BMT-*) <br />5-0' <br />e' <br />e' <br />6" <br />B. <br />- <br />(Tim) <br />DR <br />LESS <br />B` <br />8• <br />a' <br />e' <br />- <br />3w (BOTTOM) <br />13' <br />13, <br />13' <br />13, <br />Ir <br />4 (TOP) <br />+45. -45 <br />OR <br />LESS <br />1 3 <br />13' <br />13" <br />13' <br />13` <br />.�Ptfn�R <br />iB911OM} <br />t3 " <br />1' <br />3 <br />13' <br />t 3 <br />8 1 2' <br />J <br />tw (TOP) <br />131 <br />Ir <br />13, <br />13• <br />6- <br />tw (BOTTOM) <br />6 I/V <br />6 1/2` <br />6 f/2" <br />a 1/2" <br />6 1/2" <br />X# (TOP) <br />2W (WTL*) <br />>5-6" <br />4 1/2" <br />e <br />6 I/2" <br />6 1/2" <br />1(TOP)1 <br />TO <br />4 <br />4 t/2" <br />4 1/2 1 <br />7" <br />1T' <br />- <br />3W (BOTTOM) <br />10 1/2-: <br />9 t%2' <br />12' <br />4w (TOP) <br />13- <br />73" I <br />13' <br />1 13, <br />8 1/2" <br />4W (BOTTOM) <br />' SEE TABLE #t FOR MAX. ASD, DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 <br />MAX, A.S.O. <br />DESIGN <br />PRRATING ESSURE <br />MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7 <br />APPE <br />LK'AES <br />ALTERMITIEW <br />/ g ANY <br />OF THEM <br />MAXIMUM <br />PANEL <br />LENGTH <br />(It) <br />TAPOON <br />LAG SCREW <br />PANEUAATE <br />FEMALE ICI <br />PANELMATE <br />PLUS <br />WOW BUSHING <br />1S" <br />13" <br />13' <br />13` <br />13, <br />tw <br />13' <br />Ir <br />13' <br />id` <br />a" <br />1w (BOTTOM) <br />6 1/2- <br />8 1/2. <br />a 1/2" <br />6 1/2" <br />b 1/2' <br />2W (T) <br />- <br />- <br />6 1/4' <br />12 1/2' <br />5 1/4' <br />2W (BOLT•) <br />W-0' <br />7' <br />7 I/V <br />8• <br />e <br />- <br />3N (TOP) <br />lE S <br />7 i/2' <br />8' <br />8` <br />8• <br />- <br />3W MOTTOM) <br />13' <br />13' <br />13, <br />3 <br />it <br />Ir <br />(TOP) <br />+4 -4 <br />TO <br />+75, -7b <br />13' <br />13" <br />13' <br />S 1 ' <br />t 3 <br />ow(BOTTOM) <br />13' <br />13" <br />13' <br />13` <br />14" <br />tw (POP) <br />13' <br />13• <br />13' <br />13" <br />8 Ile <br />lw (BOTTOM). <br />6 1/2" <br />6 1/2' <br />6 t/V <br />6 I/V <br />6 I/r <br />2W (TOP) <br />- <br />- <br />6 1/e <br />12 1/2' <br />6 1/4" <br />2W (BQTT.-) <br />>5'-G' <br />4 If2' <br />5` <br />7 ij2° <br />7 1/2" <br />- <br />(TOP) <br />To <br />7-e <br />or <br />- <br />3W (801TOM) <br />13' <br />5 1/2" <br />w (TOP) <br />13- <br />it <br />13' <br />13• <br />TO, <br />4W (BOTTOM) <br />4 SEE TABLE #1 FOR MAX. A.S.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 <br />TAME <br />/1 A <br />A.U. DESIGN LOAD <br />MAXIMILI1 PANEL <br />LENGTH <br />40 PSF OR LESS <br />6'-B' <br />> 40 PSF TO 50 PSF <br />6'-2- <br />> 50 PSF TO 60 PSF <br />5'-10" <br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS <br />W/ PANEL MATE AMALE ID OR PANEL MATE PLUS <br />ANCHORS & W/ SP#iANMATN,&1/2' O.C. <br />INSTALLADQN OETAiLS FOR UFE SAFETY PANEL(l) <br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES <br />Iles; APCbN ___ � POt RED 1/4"r TAPOON_ �FX STING POURED <br />D <br />ANCHOR O B" O.C. I OR <br />ANCHOR O 9' O.C. <br />�) _ <br />CONCRETE BLOCK COFIgREfE &Op( <br />y <br />tE0WRi9. <br />REatLR-D.(/��) <br />`1/4- <br />MAX. <br />ED* I CD <br />I I t <br />p A TO GLASS 1 4'KLM y <br />- EXLi7NG-1, �r'f-.-_ a0.75 e 6 60.15 e� E <br />T,. <br />GLASS Q .__ ._ _L...._. AF Bl B .__. ..,... _ , _7.-.- Ar FA COIL p_ <br />A...,......_.-...yA_ . �. -1 FOR s <br />A 1 1 1oaN otR t-4`) EXISTIEg4,p f <br />h.' M- A I 1' YAtL <br />A I <br />6" PANEL. LENGTH <br />R PANEL, LENGTH SEE_ <br />_..._.T...._- (SEE ELEVVIt,9 C I i (OH SHEET1 <br />p 1 Min. I TION <br />ON SHEET 12) <br />'I <br />A <br />A--SEPARA A I <br />A TO GLASS, <br />, <br />I I <br />I <br />E7LffiTIFM PWREOI rME/EXISTING POULt E Qr =� 1 <br />1j <br />GONCREIE OR"' CONCRETE OR f <br />C{kiGfiE7E BLOCK ( �l CONCRETE BLOCi1 <br />RENTUIiEO_ i 74 7/t OG R£OUIREO. i mm, <br />f Nf <br />tirJ,piDRPa NWRMLS tAFJ,e1irOR <br />iz D.c.-0 (BP EYa70)PLUS 4 LiF�EiY %[EL. <br />WALL MOUNTINGS <br />it SCALE 3/6-1- <br />�.s"0EPIA. ti(U'INy <br />IRMOAMTE g3�Q�''VCEN 143ys <br />FLORIDA BUILDING (ODE (Non High VelocityHurricane Zone <br />= = Rx62c Tama rNc F.v. <br />*' <br />- * . * 24 GAGE GALVANIZED STEEL STORM PANE[ OftWI, m <br />= STATE C 4C <br />I PROTECT" It PR CTS, LLC. °"aD„T�° <br />!rCOR10A�� I L E C O AAA . <br />k CY� n xo e STREEIr <br />LIMN£, 33]14 <br />/GILL <br />AA'�LY% K:r. SwN R w X'f41uwA RiAODIa n SHr 20-175 <br />r rf„n• , Mrq aP-uw RP+ -Put PFLNE: 925,E-IOTA, FAX, R54)!eI-Oi9i <br />A NNt <br />IIHIAI <br />Otll FA•AOOS7111 Ant K,' mawmr rtrerew er SRWIIIG Ulu: <br />P.E %DALE AW 1T-1A <br />IHur 14 M is <br />wN3EA A TXLIT N.. PC44117 <br />NEE WEE73 fa to FOR ANkk065 TYPE a SPA,wMi FOR <br />pBTMIAtIOFNS RITO W000 iRA1E 6UaLNCB. <br />MREALL ANC11pq SPACINGS AND NRRNM TORE OLSTANCf <br />ARE A49GTED OR FR#6 SCIEDfLE. FOR E.R LESS fFtW <br />IOOl17 <br />MAXIMUM A.S.D. DESIGN eRMURE RON (pa.f.) AND CQRRE3EQtjQJN9 MAXIMUM ANCHOR V-MNra MOULE <br />(VALID ONLY FOR PANEL ))INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) <br />MAX. AS.O, <br />OESmPN�III <br />PRESSURE <br />RATING <br />MAXIMUM ANCHORS SPACING FOR IAA! ED. PER SCHEDULE BELOW <br />� ' <br />dt LY <br />MW01W4 <br />MOW <br />() <br />MAX NSA. <br />PRESSURE <br />{wa.t } <br />MAXIMUM ANCHORS SPACING FOR MIL E.D. PER SCHEDULE BELOW' <br />APPLICABLE <br />TO SOCCONS <br />MXVWM <br />PANEL <br />034MM <br />In.) <br />TAP ON <br />SOLID -SET <br />PFENMMALE II <br />2NMAC-NARM <br />GALK-IN <br />TAPCON <br />SOIJO-SET <br />IM <br />P �� <br />ZNMAC-NNUN <br />CALK -IN <br />I � <br />m <br />To <br />7p <br />m <br />To m <br />M�MIW <br />mCOMBINATION <br />TQ <br />omows,m <br />m <br />m <br />m <br />+4 , -45 <br />LESS <br />1r <br />13' <br />13' <br />t3' <br />t3" <br />t3' <br />13• <br />T3' <br />9r <br />13' <br />43' <br />13" <br />MIDI <br />I P <br />5,-0, <br />OR <br />LESS <br />'45 <br />+$;,, _$5 <br />1 3 <br />1 3 <br />t ' <br />3 <br />13' <br />13- <br />1 3 <br />t ' <br />3 <br />13' <br />iS' <br />13' <br />13" <br />1 7 2 <br />/ <br />7 OOP ) <br />W-V <br />OR <br />LESS <br />Ir <br />Ir <br />1r <br />tr <br />13' <br />1r <br />13' <br />1r <br />tr <br />la, <br />73" <br />Ir <br />I (Bones) <br />13" <br />13" <br />13` <br />13' <br />Ir <br />13' <br />13" <br />it <br />it <br />13- <br />tr <br />tt 1/2.1 <br />(Wrmm) <br />Tr <br />sr <br />13" <br />it <br />13' <br />13' <br />Ir <br />13, <br />13` <br />1r <br />13, <br />1r <br />2 (TOP) <br />13- <br />13, <br />13` <br />13' <br />Ir <br />13, <br />1r <br />13' <br />tr <br />13' <br />13' <br />it 1/2'.2 <br />(TOP) <br />13' <br />13' <br />tr <br />13' <br />13' <br />13' <br />13" <br />,3" <br />tr <br />73" <br />13' <br />13' <br />2 (BOTTOM) <br />93' <br />I <br />73" <br />13' <br />1r <br />73' <br />tY <br />tr <br />13' <br />13' <br />13 <br />1112 <br />/ <br />2 {BOTmM) <br />it <br />13` <br />tY <br />13' <br />13" <br />13' <br />IY <br />Ir <br />it <br />13• <br />Ir <br />13- <br />'3 (LOP) <br />13" <br />13- <br />13' <br />13' <br />i3- <br />i3' <br />tr <br />13` <br />tr <br />13' <br />13' <br />It 1/2.3 <br />(TOP) <br />- <br />- <br />12 7 <br />2 7/2 <br />6 1/4' <br />6 Ile <br />2 1/2272 <br />1/2 <br />- <br />- <br />6 1/4' <br />6 1/e <br />3 (BOTTOM) <br />- <br />12 1/2"12 <br />1/2 <br />6 1/e <br />6 Ve <br />2 1/2*11 <br />if2 <br />- <br />- <br />6 1/4" <br />$ 1/e <br />3 (BOTTOM) <br />9` <br />B' <br />8" <br />8' <br />8' <br />9" <br />a" <br />7 t/2-.4 <br />(FOP) <br />8' <br />b 1/2' <br />B' <br />8• <br />8- <br />8 1/2' <br />Ir <br />7 I/V <br />8" <br />a' <br />8° <br />5' <br />4 (TOP) <br />a' <br />a- <br />- <br />(BOTTOM) <br />8" <br />8' <br />- <br />a` <br />a' <br />- <br />e' <br />- <br />6" <br />4 (Bo1T1. <br />M13- <br />13" <br />13" <br />13" <br />lr <br />- -i <br />13" <br />tr <br />IS' <br />f3' <br />IS' <br />1r <br />5 (TOP) <br />13• <br />13" <br />-13` <br />13" <br />tr <br />,3` <br />13• <br />13' <br />,r <br />tr <br />13" <br />I if2 <br />{TOP) <br />1r <br />13' <br />13" <br />it <br />IN- <br />mir <br />it <br />13' <br />13` <br />13" <br />93' <br />73' <br />S (Brom). <br />13, <br />13' <br />13' <br />1Y <br />Ir <br />13, <br />Ir <br />13" <br />lr <br />1r <br />13" <br />1t 1/2 <br />(90170M) <br />13' <br />13- <br />Ir <br />1r <br />13- <br />is- <br />1r <br />Ir <br />13, <br />1r <br />Ir <br />13, <br />a ('TOP) <br />13• <br />13' <br />13, <br />13" <br />Ir <br />Ir : <br />it <br />13` <br />lr <br />7r <br />/3' <br />11 I <br />6 (TOP`) <br />- <br />a i/e <br />6 1/4' <br />6 1/4" <br />6 1/4" <br />- <br />- <br />6 1/4' <br />6 Ile <br />5 (BDtT.n•). <br />- <br />- <br />$ Ile <br />6 1/0 <br />6 1/4- <br />6 if4' <br />- <br />- <br />- <br />6 1/4' <br />8 if4" <br />6 BOLT.--): <br />it <br />a' <br />13' <br />10 1/2 <br />Ir <br />7' <br />Ir <br />7' <br />7 1/2 <br />5 1/2 <br />13' <br />4 1/2' <br />1 (TOP) <br />>'S•-8, <br />TO <br />le-e <br />13" <br />8" <br />Ir <br />13• <br />it <br />6 1f2" <br />13• <br />6 1/2- <br />9 1/V <br />6 I/V <br />13' <br />S 1/2 <br />1 MP) <br />>Y-a• <br />TO <br />9-$' <br />it <br />T" <br />tr <br />tr <br />tr <br />9 If2 <br />tr <br />91/2 <br />10 1/2 <br />71/2 <br />tr <br />a• <br />I (BOTTOM) <br />lr <br />71/Y <br />13' <br />it <br />Ir <br />t0' <br />Ir <br />To' <br />11' <br />e' <br />13" <br />61/2' <br />1 (BOTTCI) <br />13- <br />S' <br />IS- <br />10 I/2 <br />1S- <br />7- <br />Ir <br />7' <br />1 1/2 <br />5 1/2 <br />it <br />4 1/2- <br />2 (TOP) <br />9r <br />6" <br />13- <br />13, <br />it <br />a I/2` <br />it <br />a 1/2- <br />9 1/2" <br />8 1/2' <br />13' <br />5 1/Y <br />2 (TOP) <br />tr <br />7" <br />Ir <br />W <br />13' <br />9 1/2 <br />it <br />9 1/2 <br />10 712 <br />7 1/2 <br />13' <br />6 1/2' <br />2 <br />it <br />7 1/Y <br />13' <br />13' <br />Ir <br />le <br />_.ir... <br />10" <br />it" <br />8' <br />Ir <br />6 1/2' <br />2 (BOTTOM) <br />Ir <br />7" <br />12r <br />1r <br />13" <br />9 1/2 <br />13- <br />4 1/2 <br />10 1/2 <br />7 1/2 <br />13' <br />6 I/V <br />(TOP) <br />3 (TO ) <br />lr <br />7 1/2' <br />13' <br />13" <br />13" <br />to, <br />,r <br />w <br />11' <br />8` <br />13- <br />5 1/2" <br />3 OW) <br />- <br />1 - <br />12 I/V <br />!I2 t/2 <br />6 Ile <br />9 7/4' <br />2 if <br />6 1/4' <br />- <br />- <br />8 1/4' <br />6 1f4. <br />3 (BO7TOI) <br />- <br />-_12 <br />1/2- <br />12 1/2 <br />a <br />12 1 <br />12 1/2 <br />- <br />- <br />8 t/4" <br />6 1/4' <br />3 (BOTTOM) <br />r <br />r <br />r <br />5 1/2' <br />7' <br />3 i/2' <br />W <br />4' <br />4 I/V <br />3" <br />6 1/2' <br />3' <br />4 (TOP) <br />7 9/V <br />37 <br />a' <br />6' <br />E' <br />4- <br />4 i/Y <br />3 I/Y <br />6 I/V <br />3` <br />(10P) <br />e' <br />S i/2' <br />- <br />7 1(2'I <br />t3` <br />I 7' <br />tr <br />13' <br />13- <br />9 1/2' <br />13- <br />9 1/2` <br />0 M1j2. <br />7 1j2" <br />t1' <br />8' <br />a {POP) <br />Ir <br />a I/V <br />13, <br />Ir <br />JT/48 <br />13' <br />to' <br />IY <br />r <br />13" <br />6 Ilet3' <br />7`13" <br />t3" <br />iJ' <br />9 f/2' <br />13' <br />8 1jY <br />O If2 <br />7 1/2- <br />13' <br />6 1/2' <br />S (BOTTOM) <br />i3' <br />8 1/2' <br />13' <br />13" <br />13'10"11'6IJ2'iS' <br />t <br />S'iM1213'7' <br />1r <br />7' <br />7 if2" <br />5 If2' <br />A3' <br />4 1f2" <br />8 (TOP) <br />13' <br />6" <br />13" <br />13' <br />lr <br />a lf2' <br />9 1/2' <br />6 1/a• <br />13" <br />S I/2.- <br />- <br />IT 1/4' <br />6 1/4` <br />6 1/4 <br />8//4" <br />- <br />- <br />- <br />- <br />s 1/4" <br />8 1 I" <br />6 (ITT.•-) <br />- <br />6 1j4' <br />6 / 4. <br />6 <br />•- <br />- <br />- <br />- <br />6 1/4' <br />6 1/4" <br />6 <br />SEE SHEET 11 FOR ANCHORS TYPE & SPACING FOR RSTAIJATICHS Win wdm )THIN WRRDRItx <br />MMUILM ANCHOR SPNMM AM Mtlt R EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE MR ED, <br />t,i85 TWIN RDUAT O ON SCHEOULE REDUCE ANCHOR SPAfNVG BY tAAT6P15MM SPACRU SHOW ON <br />SCHEDULE BY THE FOt1oRRG FADTORL FOR THIS OPERATXN m BE POSSIBLE. REWM SPACING <br />OBTARffD Least FACTOR 901.E NOT BE LESS THAN MINIMUM SPNXHO IONAM511 FOR EACH ANCHOR TYPE <br />ON NHS SCH MULL <br />,� <br />1/4'. <br />1/e. <br />tj4"r <br />1/4.a <br />1/4-r <br />1/4. <br />TAat1N <br />M%D-]Et <br />2AMiC�MUN <br />OMEi«N <br />mm" ANaOR Q ➢L) <br />] <br />3 <br />3 <br />3 <br />I Ijr <br />2 1/2 <br />_ GAG <br />3 <br />3 1jr <br />r <br />3 <br />3 7jr <br />3 <br />ot3rAFNt6 QA.) eN1 <br />3 <br />] 1/Y <br />] lfs' <br />]Ifs <br />] YJr <br />4 <br />AmwL ®6E DIBWa2E LED. <br />FACTOR <br />r <br />n!O <br />0.7b <br />- <br />tAd <br />- <br />623 <br />'PP SPACINt35 OPD.Y VAOI.ID WHEN SPACER(B�IS USED. SEE T #i FOR MAX. AS.D. <br />DESIGN LOAL)S &MAX f2ANE1 LENGTII5 WHEN SPACER USED. ' <br />�t <br />A <br />A.S.D. DESIGN LOAD <br />fM)(iMIIW PANEL <br />LENGTH <br />40 PSF OR LESS <br />> 40 PSF TO 50 PSF <br />6'-2- <br />> 50 PSF TO 60 PSF <br />5'-10" <br />A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALIATIONS <br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C. <br />FLORIDA BUILDING CODE (Non t <br />,•_ _.�.___-ANCHM (SEE SECTIONS FE ALTERHATNES ON SHEETS 13, 14. 15 &16) <br />D.M„ <br />r _ R-W13, R-2A/13, R-3A/14, -loR-19/13. R-28/13, R-30/14, ?; <br />---- R-LAW/15, R-2AW/15, R-3AW/16. R-1BW/15. R-28W/15. R-38W/16. <br />I <br />0 <br />0 O <br />O 0 � Ci <br />_-.,_-_- <br />i I .O"i-20Kf" S.S. 'BOLTS W� s `s ':: Y• <br />I I O I USE FOR PANEL LENGTH IT. <br />OVER 7'-67 I1 T ! ? I, PANEL LENGTH% lREGUTAR STORM PANEL - U j i 'REGULAR PANEL i ; ' O § a' -a• O +40.0. -40.0 R.R.t. <br />I <br />I (W/ OVERLAP MIO PANEL LENGTH BOLT) <br />1 - -- O -- --- -(--- - -----_-'-------.-- <br />LIFE STORM PANEL Y-6' O +50.0. -54.0 µe.t. <br />1.._ (W/0 17AERLAP MID PANEL L.ElICIIt Ba.TJ <br />A Ili 2•-B- W.N. PANEL LENGTH <br />I-} 1J4"e-2aR1 I -_-- AT ALL MWNTWCS <br />i <br />AT EA OVERLAP I 1 <br />I <br />, i I <br />! if A' <br />! I I I <br />6• <br />--'T-' ----r;'^",�_..---)`-,-----;----i 'j! , Lit i <br />i i ! 1 <br />I . <br />I O7OHE5 i <br />j? f I Q! t PANEL BOTTOM CORNERS !. 0 Y ii 1F f <br />D.M..Q. . � <br />L.pVERLM-LOyETHAp-. <br />_, - _ - <br />�j I <br />or L/ WLYG. NlR AT iEXTERIOR L -- NUT AT t <br />3' fMX. LEFT PANEL RIGHT PANEL 3 t6q% f INSTALLATIONS MILE VALID FOR WIND <br />1' MIN. R-IA/13. R-2A/13, R-3A/14, R-15/13. R-29/13, R-39/14, 7 ww.1 SPEED UP TO 170 ..P.h. <br />R-TAW/15. R-2AW/15, R-SAW/16. R-18W/15. R-28W/15, R-3BW/16. <br />--------ANCHORS (SEE SECTIONS & ALTERNATPAES ON SHEETS 13, 14. 75 ffif8}----------- - s <br />i/4` MAX. CJP <br />LIFE SAFETY STORM PANEL ELEVATION (t) <br />-/'1�J 2.667' SCALE I/e-1" <br />REGULAR I <br />STORM PANEL (MAD OVEfBAP -1 IWi1LE VALLM `Y "' STORM P <br />MNNFI �� <br />f. =c_= .: - ____mac _-___�------------------ -= �!Sr ----------------- <br />Ile <br />UFE PANEL TF ° FLORIDA BUILDING CODE Non High Velocl Nu cone Zone <br />EQ�QJ3 SEA OfliDh .'�k4,tT � m 24 GAGE GALVANIZED STEEL STORM PANEL W. <br />N..• �'L GLOBAL PROTECTION PRODUCTS, LLC. <br />SECTION A -A/ <br />P/ 4m S.K. 5t STRUET <br />SCALE 1 /4--1' ¢!( '� Av. 2e. w. A1eK 3R>, uRw. aAwaw. a mr OAw. F4 333i4 20-175 <br />C pr".: t]'W M-Am . Fr .O.O aro-,eL PIwNE (954Mote. b. FAY: (I54)Me-E7I7 <br />OAIIRO <br />CA-�667f9 err rw a r went <br />Pk. ffi/{IlWIM71lt6JW1E WAM A TIMER Nr., P.E ad 1 , em 91Rf 12 a tR <br />INSTALLATION DETAILS <br />INTO <br />EQR LIFE SAFETY PANEL <br />WOOD STRUCTURES <br />1 <br />- <br />WOOD HEADER WOOD NFAQER <br />HEED <br />WWp <br />I <br />I <br />HEAoeR <br />QUtREO <br />I <br />IW000 HEADER <br />1 i'4 TAPCON 1 4'A TAPCON <br />FWR O Y O.C. O.C. <br />; i 4'I TAP ( <br />`, L { Ht3A O 9' O.C. ; I I <br />7 4'1 TAPCOR <br />OR O 9" O.C. <br />Y/ <br />; ! i <br />i <br />,1/4. rltN <br />'f !l <br />r1 <br />! <br />1/V _ }3 1f2• '1/4" <br />it ryf2• IJ4, <br />t <br />1 W.x t� I <br />1J2. ..1/s• <br />z <br />I <br />! <br />8 <br />EXt6T1(4Gy,R <br />GLASS <br />NO <br />I x 4Y <br />J _._ .6i' _: v'...._.. <br />` } <br />{LASS•i�i <br />fOL15 w i <br />--s <br />II <br />i A i i <br />� M <br />MAX. 0 <br />I inONN MR T«4i � <br />I A <br />..._ 1. _..__.__..I i <br />MAX <br />k <br />I ! PANEL LENGTH I <br />,L" Mmt (SEE ELEVATON 11 <br />if H <br />LENGTH if 1 ON SHEET )a) I ____-_.__ <br />(SEE B ,,,t <br />-_, ! <br />I 1. Mu%, V-"-..-Y"--"-` <br />1' _..._ LEE A <br />(SEE <br />SEE E'tEMIKON 8 <br />-,_ PANEL LENGTH <br />- 8" <br />• (SEE d,EVAi1ON <br />`!I ON SHM III <br />i <br />it <br />1 ON SHEET 12) A_. <br />I I <br />i <br />d----n <br />I , ON sFREr Tz) <br />} 1 A <br />T <br />6 <br />u <br />p <br />uv <br />j 1 �a N-5£PARIM�TWN i 1 <br />tl TO GLASS <br />�� <br />-i ;) <br />TYPO <br />TQ )LASS i 6` <br />I <br />2 O 1 TOO GLASS. <br />,. $• <br />EQ. <br />NS <br />{ S j -• <br />\_:/ i y S i� ;� <br />2,X4" I T , 4 i 1 i In <br />4 <br />. 12�ft' !� <br />_9.S twlIX %SY <br />iz <br />€ I i <br />1 4"e TALON} ^a ( (S �4'e rfPCON <br />NiCHRR O 9" D.C. L ANCHOR O 9' O.G. <br />STAGGERED W/ STUD i t STAGGERED W/ STUD <br />�^ `�. <br />FEWiR€p @ ! i« Y I _-1,F1"r 7AFPCOM 2'xt` w%g i i H ), i {i <br />�... ) , - ANCHOR O 9" O.C. Pf.ATE <br />L"'x } ji REQUIRED{{�l <br />_ ' <br />1wY O#A <br />)flea TAPCON <br />ANCHOR O 9. O.C. <br />F 7 L_. + <br />a4r WOOD t Tip. WOOD <br />3 ! i,.•, I', <br />i } i iI <br />PU7E <br />REQUIRED <br />�rTERMATIVE R-LAIN <br />ALTERNOF. R-LBW <br />ALTERNATIVE R-29W <br />4 REGULAR PANELS <br />O LIFE SAFETY PANEL <br />WALL MOUNTINGS <br />SCALE 3/8-1- <br />O Uj d I.Z <br />�M1 <br />. `• A. TIj4i <br />4.............. T� 4yyy <br />•` <br />O LIFE SAFETY PANEL <br />WALL MOUNTINGS <br />SCALE 3/8-1' <br />FLORIDA BUILDING CODE Non High Velocity Nu cone Zone <br />NOTES',DENS <br />1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN <br />NRATINGS SHEET 12. PANEL LENGTHS AS <br />PERRR PRESSURE 1) <br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD <br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC <br />S .2VA1 n11T0. Pin F!_ <br />- 24 GAGE GALVANIZED STEEL STORM P . 4141 B7 _ ANEL ywwi In: <br />t - -- _ <br />* ' STATE L) . * _ .....-_ '� I L O iN,;. GLOBAL PROTECTION PRODUCTS, LLC. °f�"t, <br />o S <br />ys yt'•, "' A 4ea0 ew. 51 SIPF72 <br />;r• OR111 > ro ea: Tor. w.r. wwa9 n »1s GAVE, n. ]a374 20-175 <br />'. `N ." •uP•T+.,_m. PNo tsarTa 75a. FAV: (954}�I-B»7 <br />DENSITY OF 0.55 O R EQUAL, <br />SPi ",•-• <br />r <br />e r mo een at96NA No: <br />FYFFN I TUIE,iB'TE <br />Ch6d9$719 <br />wALT09 A fitAi Jf^.,1 -_..r n9 1tPa <br />- yiiT to aF to <br />MAXIMUM At DESIGN PRESSURE RATING �E AND CORRESPONDING MAXIMUM ANCHOR SPACING <br />SCHEDULE. FOR REQULAR MRIA PANEL 6) IN19AU.0QNS INTQ CONCRETE & CONCRETE BLMK STRUCTURES <br />(VAUD ONLY FOR PANELQ INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) <br />MAX ASA, <br />PRESSURE <br />RATWG <br />(P.Af.) <br />MAXIMUM <br />ANCHORS <br />SPACING <br />FOR <br />MIN E.D. <br />PER SCHEDULE <br />BELOW' <br />'� <br />NA)tl1BIl <br />PAlEt <br />LENGTH <br />() <br />MAX. A.S.D. <br />DESIGN <br />PRESRATS <br />(ae_f.) <br />MAXIMUM <br />NICHQRS <br />SPACING <br />FOR <br />MIN E.D. <br />PER SCHEDULE <br />BELOW <br />APPLICABLE <br />8 MY <br />MAXIMUM <br />PANEL <br />LENOM <br />(FL) <br />TAPCON <br />SOUO-Su <br />PNNEIMA" <br />FEMALE <br />0 <br />PLUS8 <br />ZANAC-)6VUN <br />`iALX-SIN <br />TAPCON <br />50110-SET <br />FEMALE <br />ID <br />I <br />� <br />7AMAC-NA88t <br />CAUL <br />-RI <br />mBUT, <br />To <br />To <br />mUCNCRDt <br />m CONCRETE <br />m <br />70' <br />R 110H <br />To <br />m <br />m <br />To <br />To <br />m <br />>+SA, -85 <br />+75,--76 <br />13' <br />it' <br />tr <br />13' <br />13' <br />t3" <br />t3' <br />13' <br />13' <br />12" <br />73' <br />1 {TGIF) <br />b,_a" <br />OR <br />: LEIS <br />., <br />+75, -75 <br />To <br />+14-1-11as <br />13' <br />6' <br />IS " <br />id if2 <br />73' <br />d1 - <br />JY <br />lr <br />612' <br />/ <br />71 ' <br />/2 <br />STY' <br />/ <br />33" <br />41/2'.T <br />J <br />) <br />DR <br />LESS <br />13' <br />it` <br />,r <br />13• <br />IS' <br />tr <br />13, <br />13, <br />Ir <br />12' <br />'r <br />ITT' <br />1 (BOTTOM) <br />13' <br />a //Y <br />Ir <br />Ir <br />13` <br />9- <br />it <br />r <br />far <br />7 1/27 <br />13- <br />6• <br />1 (BOTTOM) <br />13' <br />it- <br />it <br />13` <br />t3' <br />13` <br />Tr <br />13' <br />13" <br />TV <br />13" <br />IC' <br />2 (TOP) <br />tr <br />r <br />1r <br />AO 1j <br />Tr <br />6 1/2' <br />13' <br />6 t/2' <br />7 1/2' <br />S lf2' <br />Ir <br />4 1/2' <br />2 (TOP) <br />is- <br />Ir <br />it <br />13` <br />13 <br />tr <br />11' <br />11 <br />ty" <br />1. <br />tr <br />10" <br />2 (BOTTOM). <br />13" <br />7" <br />13' <br />Ir <br />13, <br />9 1/V <br />Ir <br />9 t/2' <br />0 1/2 <br />7 1/V <br />13" <br />6 1 2" <br />2 {BOTTOM) <br />13' <br />it' <br />Ir <br />13, <br />13, <br />Ir <br />Ir <br />13" <br />13' <br />tY <br />tr <br />10' <br />3 ('TOP) <br />tr <br />7' <br />Ir <br />13, <br />1Y <br />9 1/2' <br />1r <br />0 1/2' <br />10 7j2" <br />1 1/2' <br />13' <br />5" <br />3 <br />- <br />- <br />2 1/2.12 <br />1/Z <br />5 1/4" <br />6 t/r <br />2 1/2-12 <br />1/2 <br />- <br />- <br />8 1/4' <br />B I/,• <br />3 (� -) <br />- <br />- <br />2 1/2.12 <br />T/2 <br />6 Ile <br />S 1/4` <br />2 i/2. <br />6 1/4" <br />- <br />- <br />6 1/4' <br />6 1 e <br />3 (BOTTOM) <br />9' <br />3" <br />8' <br />or <br />a' <br />5" <br />8` <br />6 1/2' <br />7' <br />S" <br />Ir <br />4 if2' <br />4 06w) <br />7` <br />3" <br />r <br />5 I/V <br />r <br />3 1/2' <br />6" <br />e <br />4 1/Y <br />3• <br />a 1/2' <br />2 Ilr <br />4 (TOP) <br />8" <br />W <br />8- <br />- r <br />er <br />r <br />- <br />6" <br />- <br />4 (id-) <br />a` <br />a 1/2" <br />- <br />a' <br />- <br />8" <br />- <br />5 I/V <br />Y <br />4 (601t10M) <br />Ir <br />it' <br />13' <br />13- <br />13' <br />IY <br />i3' <br />13' <br />1r <br />2" <br />13' <br />Io- <br />6 {TOP) <br />Ir <br />a I/Y <br />i3. <br />tr <br />-V <br />9' <br />i3" <br />9' <br />1a` <br />1 1/2' <br />1r <br />6' <br />b (raP) <br />13' <br />11` <br />13' <br />13` <br />t3" <br />73" <br />13` <br />/3' <br />13' <br />72' <br />1J' <br />10' <br />S (601T01k) <br />13" <br />7' <br />f3• <br />t3' <br />f3` <br />9 1/2' <br />13' <br />9 1/Y <br />t0 1/2" <br />7 i/2' <br />f3` <br />6" <br />S (80TTO1) <br />13" <br />17" <br />13' <br />,3" <br />i3- <br />Ir <br />it <br />Is- <br />it <br />12- <br />13` <br />t0- <br />6 (TOP) <br />1r <br />e" <br />'.Tr <br />10 1/2. <br />Ir <br />6 lj2" <br />13' <br />6 1/2- <br />7 1/V <br />S t/2' <br />1r <br />- <br />- <br />6 7 4" <br />$ l/4• <br />6 lf4" <br />6 1/4" <br />- <br />- <br />- <br />a 1/4' <br />6 1/4-. <br />6.(am-') <br />_ <br />- <br />a 1/e <br />5 1/4' <br />6 Ile <br />8 1/4' <br />6 1/4' <br />0 1/4" <br />- <br />- <br />8 Ile <br />$ 1J4". <br />6 (.._) <br />13" <br />7 1/2' <br />tr <br />13' <br />IS' <br />1 lir <br />Ir <br />to' <br />if" <br />B' <br />it <br />a 1/2' <br />1 <br />>V-r <br />10 <br />8"O' <br />it <br />5' <br />Ir <br />t0 1/2 <br />tY <br />8 1f2" <br />t3• <br />6 1/2' <br />7 1/2' <br />1 1/2" <br />13' <br />4Ile <br />I (TOP) <br />>5,-e` <br />TO <br />7'-6' <br />13" <br />7 1/2' <br />13' <br />13' <br />13" <br />to 1/2 <br />13' <br />10 I/V <br />II 1/2 <br />Y <br />13, <br />r <br />I (90nom) <br />Ir <br />6 I/V <br />13" <br />Ir <br />Ir <br />9' <br />13' <br />9' <br />10• <br />7 1J2' <br />Ir <br />e <br />I (86TTOM) <br />it <br />7 I/V <br />13' <br />13' <br />13" <br />to' <br />it <br />t0- <br />it" <br />a' <br />13` <br />5 1/2'.2 <br />(TdM') <br />13- <br />5- <br />13' <br />o if <br />tr <br />a 1/Y <br />13` <br />6 1/2' <br />7 1/2- <br />5 1/2" <br />Ir <br />4 Ilr <br />2 (TOP) <br />13` <br />7 1/Y <br />Ir <br />it <br />Ir <br />10 1/2 <br />13" <br />10 l/2 <br />11 1/2' <br />8' <br />13• <br />Y <br />2 (BOTTO). <br />13' <br />7' <br />13' <br />Ir <br />it <br />9 Ilr <br />13' <br />9 1/2" <br />1a t/V <br />7 I/V <br />13' <br />6 1/2. <br />2 (BOTTOM) <br />13- <br />7 1/2' <br />13' <br />13" <br />Ir <br />ID 1/2 <br />13' <br />0 1/2 <br />11 1/2 <br />8" <br />13" <br />7' <br />3 (TO) <br />it <br />7' <br />la- <br />13' <br />tr <br />9 I/2" <br />Or <br />9 1/2. <br />10 I/V <br />7 1/27 <br />13` <br />6- <br />3 (TOM) <br />12 1/2- <br />12 <br />1/4" <br />12 1f2- <br />6 Ile <br />- <br />- <br />a Ile <br />6 1/4" <br />3 (BOTTOM) <br />- <br />- <br />2 1/2 <br />12 I <br />6 1/4' <br />6 1/4' <br />2 1/V <br />6 1/4' <br />- <br />- <br />a 1/4" <br />a 1/4` <br />3 (BOTTOM) <br />7 1/Y <br />3 1/2' <br />B" <br />8- <br />4 1/2' <br />S' <br />3 1/V <br />T <br />r <br />4 (TOP) <br />7" <br />3" <br />r <br />S i/V <br />7- <br />3 1/2` <br />or <br />4' <br />4 1/2' <br />3' <br />6 1/2' <br />2 i1V <br />4 (T�) <br />Ir <br />8'a' <br />8' <br />or <br />4 (BOTTD). <br />4" <br />9 1/V <br />a' <br />r <br />- <br />5 1/V <br />- <br />7' <br />- <br />4 (BOTTOM) <br />13" <br />7 IfY <br />tY <br />0 I/2 <br />fr <br />0 1/2 <br />11 1/2 <br />a" <br />it <br />7' <br />S (TOP) <br />13" <br />a 1/2' <br />13" <br />1r <br />it <br />S. <br />13, <br />9' <br />To' <br />7 ifY <br />IT <br />13' <br />7 1/2' <br />13' <br />0 1/2 <br />13- <br />,D if2 <br />11 I/V <br />8- <br />13" <br />7` <br />5 (BOTTOM) <br />tr <br />7' <br />13" <br />lr <br />Ir <br />9 1/V <br />1r <br />9 1/2- <br />10 1/2" <br />7 If2' <br />13" <br />6' <br />S (BOTTOM) <br />13' <br />7 1/2' <br />1r <br />0 1f2 <br />73• <br />TO f/2 <br />'1 1/2" <br />a' <br />13' <br />7' <br />6 (TOP) <br />Ir <br />Y <br />1r <br />13- <br />6 1/2' <br />13- <br />8 1/2" <br />7 1/2' <br />5 Ilr <br />13- <br />4 1/Y <br />8 {LOP) <br />- <br />- <br />8 IJe <br />1/4' <br />- <br />- <br />8 1 4' <br />8 Ij4-. <br />6 (@S1Tt.-*) <br />6 1 e <br />a Ile <br />6 Ile <br />6 Ile <br />- <br />- <br />- <br />- <br />8 IJ4' <br />6 if4. <br />8 !') <br />BEE SHEET 11 FOR AMISM Tin & BPACART :PAT INSiA1.t.ATOM WHO WOOD FRN2 81NDIM6. <br />4' MRRIUM ANCHOR SPPpNX AM! IWIHM.FL DISTANCE ARE NUCOVID ON INS SCHEDULE FOR E.D. <br />LESS THAN INDICATED ON SOADULE REDUCE ANCHOR SPALWNO BY MULTPVdM1 Sn1CIN8 SHOWN ON <br />SCHEDULE Re THE FOLLOWING FACTORS, FOR THIS OPEAATION m BE POSYBU.E. IREOUCO) WWAND <br />OBTAINED LTXAi FACTOR SFMLL NOT lE LESS TION IMAIIAM SPACN IT IMAMED FOR EACH ANCHOR TYPE <br />ON THIS SCHEDULE <br />tj41 <br />1f4i <br />1/4'r <br />1j41 <br />if4'R <br />1/4'R <br />AI' 1 <br />Macoo <br />SOIL -SET <br />PAYlWRE <br />2AYiC-NMM <br />011f-N <br />MINIMUM ANCHOR SPICING (It,) <br />3 <br />3 <br />3 <br />3 <br />2 1/r <br />2 ,/2 <br />MINIMUM Oa) <br />3 <br />3 1fY <br />3• <br />3 <br />3 1/Y <br />3 <br />DWAINE R-W etat <br />3 <br />N tfs' <br />3 t/Y <br />3172 <br />J x/R' <br />4 <br />ACIUAL ON DOINiCE ED.) <br />HIOTOR <br />1 <br />- <br />.-.L <br />2 ifY <br />Odf <br />5.'A <br />_ <br />- <br />D50 <br />60 - <br />1. <br />s l40 <br />"nl SPACINGS ONLY VAUD WHEN SPACER IS USED. SEE H{1 FOR MAX. A.S.O. <br />DESIGN LOADS & MAX PANEL. LENGTHS WHEN SPACER iS USED. <br />MW <br />/1 A <br />A$A DESIGN LOAD <br />MAXINIM PANEL <br />LENGTH <br />40 PSF OR LESS <br />8'-6' <br />> 40 PSF TO 50 PSF <br />6'-2- <br />> So PSF TO 60 PSF <br />5'-10' <br />A MAX PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS <br />WJ SOLID SET ANCHORS & W/ " SPACER AT 12 1/2' D.C. <br />FLORIDA BUILDING CODE furor <br />INSTALLATI!2N DETAILS <br />FOR LiFE SAMY PANEL <br />INTO POURED CONCRETE <br />OR CQ CR RETE BLOCK STRUCTURES <br />1/4'0 TAFK:aN _ POURED <br />1 <br />iJ,-r tAPGtON NG PWREO <br />, <br />i/4•f TAPCON__.,_v.FYTURED <br />OR <br />ANCHOR O 9" O.C. 1 r- RETE OR <br />'. CONCRETE BLOCK <br />M IRIE)..(�} <br />Alen <br />O 9' 0.0. NCREIE OR <br />% CONCRETE BLOCK <br />REOUiREO. <br />ANCHOR O 9' O.C. [ <br />f' CONCRETE BLOCK <br />f REQUIRED. <br />" <br />1 i <br />7f4'r-A7 i alSndiz_8 O GLASS. I T/s`s.2a1' <br />,. 80.T5 w CUSS IL __ .__ __ _ - _ . .-__ BOLi5 W <br />Ok <br />wiB I AT ka. <br />- <br />k I <br />1 LaLm oA� ?-� ' d I <br />L---_ _____, <br />"EL Wx 'L" MAIL <br />p t17N4iki .__._._-... -._.. __..__ _. PAN0. LkT4F37}! <br />1 PANEL e 9 T <br />.. ... _.,_..-s (SEE ELEVATKM B (SEE EfEVAl10N <br />ON SPINET 12) 11 <br />A ON SHEET 12) <br />-SEPARATON I 6 1 i <br />TO GLASS. 1 <br />LL i <br />1 I <br />1 <br />f.0.w I Ep.w I €j <br />I e a I O iY OC' <br />1 HNC � <br />` 1/4'I TAPCON� ' +/4Y TAPCON <br />AFM:HOR O 8" a.C. ANCHOR O 9' DG <br />t�IXfISTA4_G_�POURED CONCRETE OR I EXSDNo POURED CONCRETE OR <br />CONCRETE BLOCK REWIRED '-CONCRETE BLOCK REOU9RE0. <br />SECTION R-1A _ <br />0 REGULAR PANELS <br />WWAL MOUNTINGS <br />SCALE 3ja-T- <br />V.e <br />PLATE <br />REQUIF <br />St1EE75 I$ t 76 ANCHORS <br />ATidMOR lYK <br />t/4'e..- <br />TAPFtiH <br />ITE NST <br />FOR INSTALLATIONS INTO <br />wow15 M in <br />WOOD FRAME 6ULAtNOS. <br />MRNRR ANCHOR SPACINGS AO MINRAAM <br />MNAIIM. mom <br />*= <br />hnKld% Oa) <br />3 <br />WM <br />COOT B9:TAA76E ARE 1No1DATED ONLHB <br />30HEOULE FOR ED LESS it" osco lED <br />ON SCHEDULE REDUCE ANCHOR SPACING <br />9eTeAK. a.EU <br />I-OmiaR4 9PM, D13 <br />3 <br />BY MitLmyRG SPACING Smusim O, <br />SCHEDULE BY THE FOLLOWING FACTORS. <br />AORft m� Dslw� <br />I� <br />FXL70R <br />FOR THE OPR4TON TO BE POSSIBLE. <br />REDUCED SPACING 05TAAED USING <br />FACTOR IPMUL TILT BE Iffi THAN <br />2 1M. <br />a61 <br />p <br />O50 <br />MRNMW SPACING tNOICATED FOR EACH <br />ANCHOR TYPE ON THIS SCHmtu- <br />- <br />3 1 • <br />- <br />MAX. <br />.ENGTH <br />IMMON <br />ET 12) <br />WALL MOUNTINGS <br />SCALE 3/8-1- <br />1. INSTALLATION ARE ONLY VAUD FOR MAX. AS. . <br />C <br />DESIGN PRESSURE RATINGS (P.a.f) AND PANEL <br />LENGTHS AS PER ELEVATION ON SHEET 12. <br />2.. FOR NEW WOOD FRAME CONSTRUCTION: WOOD <br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC <br />DENSITY OF 0.55. OR EQUAL <br />2'K4' <br />PLATE <br />REQUIF <br />STATE OF <br />F <br />COR <br />H A!/lFM41Y111 <br />PE.. WAAK:ss uRE,,WTE <br />ox <br />NATION <br />E7 12) <br />FLORIDA BUILDING CODE Nan High VelocityHu on. Zone <br />oism TLI= Ric' 24 GAGE GALVANIZED STEEL STORM PANEL WaI,. <br />L f� C O Amr- GLOBAL PROTECTION PRODUCTS. U.C. <br />H9 a 6N01 He sim sm. 5, 1Lr� <br />OWI7 Ft. 3A14 <br />i&--�� m mr ~ PwN6: (Is4)M6-7a4s. sAc (Ro-4�I-xre7 20-/75 <br />CA-0008719 .O�tw, ex .ism OPAANO �: <br />3ER A Jr., PE w0.1M+2 s'W RIE[T II a Ia <br />N <br />O <br />c- <br />t1J <br />Q) <br />C 0 <br />O <br />N <br />U <br />3 <br />N <br />0- <br />p <br />.� <br />CC5 <br />U <br />to <br />N <br />p <br />cu <br />U <br />O <br />cu <br />- <br />•L <br />Fn <br />O� <br />Q <br />N <br />Ca <br />p <br />O <br />-+-� <br />E <br />,- <br />p <br />Ca <br />> <br />.0 <br />Cn <br />_ <br />Z7 <br />a) <br />� <br />L <br />O <br />Q, <br />Co <br />O <br />1` <br />� <br />N <br />TV-* <br />/Y <br />_0 <br />00 <br />x- <br />1� <br />L <br />xe <br />v <br />R <br />W <br />cc-) <br />O <br />CDL <br />CL <br />U <br />0 <br />L-a- <br />L) U <br />'a) <br />V <br />LLJ <br />Q <br />z <br />Z <br />Q <br />J <br />d <br />SHEET NO. <br />SH 1.4_ <br />�- -TIC III 11 it <br />11 1 <br />