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,.�tb� _ .... - .. .. � ... _ , iI n I'R'6rt�T�l'^}''11N�'A�I1�RI�R��1�°P�r�P• �Igr7111�j>� _ -- 1"Al"T'�r11� ND,"}u'+p,7+,+ � - - II`I wl�lllllr. 1 }�'�".P 1�III'� R�,� '�' �' '� {�.1.'�'�� _ = - <br />END CLOSURES DETAILS FOR INSTALLATION iN POURED CONCRETE, <br />CONCRETE BLOCK OR WOOD 51RUCIURESo VAUQ R REGULAR, INIEE <br />SAFETY & E-Z HANG STO M PANEL (j) SYSTEMS <br />1 <br />"TIES1 1 ®oR �TE wocr 69 r . r :.au• 3,m «-,4 <br />WOOD 'N'" <br />Yip. 4 H!t i /063•T6 ALL6. COME. ALHN, <br />ANGLE WN;&Y . 1 3/4• <br />; <br />2l1 • 1APta�H • i] D.C. <br />_- <br />FORMED IeNcrtIS <br />,fr <br />am on rN` HOOD t W WOOD <br />MW 1 1 �s OR( IJMgNR • �r4 C. 2GO <br />17a1a 1 l <br />1 i/r CAP <br />t• Ir o,C. I r: r, eD6' w REIN IDCA710M <br />r , . 9a6 cab. <br />S Go <br />ALAN,r <br />IiM.. 1e< L GLE Mom. DIG' 3IO5-% E4 9MEi 4Oi3BD OOMtl67TE. 001gEiL_.__: <br />Y z .• x .iffi' _., METAL wa seer PILE i 6LOCN a YA4. 7No0o FRAM[ <br />7M.)AEMOO <br />6003-TO � 2 f/2' V, �i i-r - 2' .J <br />CCIR. MTAL MIME <br />r r.ss �..�:r,...r�J Mm. OAP <br />tf4 P iO1,j,f 4• ..WY <br />�CTNOL <br />• tr as. <br />9/iMJ04it AR4 T6 XLTI <br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) <br />SCALE i/4.l' SCALE 1/4'•1• SCALE 1/4./' SCALE 1/4--1• <br />`l Scup-M 9R fM(-w <br />1 OCO PWAMIUM <br />p�f / <br />POUKD,a .® OR CaKKx 6E + V. "M To <br />OCHE � <br />1.57E COACYit BaDGr VARIES I 1 •, oR a%4• 1p0D I : sm i OTBeINO ! $CH OWE a SNNi a <br />i <br />••-Drip 25eA• INz1c FRMIE S• Msc'•1 OG 14WE Omurai As 4'Rw E ' to a „) <br />, <br />on 2w wm law <br />MmtMrn 1 1 7,„ M yf4 <br />PAPJ" To <br />1 SILL D,cl'81 t3UT De PREL) <br />_ <br />z . wo., STANCE �'(� - -" <br />CASE G (PLAN) <br />a SCALE <br />M eNWM flit 'a HAO • : /? , <br />N1ATgN ONLY a <br />MN • r 6A �L ..'• �CEa VALID :DR OTIECT MOUNT 94ME <br />`• SF'••% <br />CMTNTED PANEL own"TTCN AT WALLS W/ <br />No. 44167 SURFACE LETEL vARIMICNS W1THw4 3/4• <br />FLOM WJLOING CODE NON V• Nurrkm o Zone,) <br />(' (P CASE F _ (PLAN) an• TM'4aM • 24 USEGAVAIRM STEEL STORM PANEL tr. <br />GALE SCALE 1/4.1• d.C'•.'r�OR{D�. ORION N: <br />1/4•.1• <br />NAIAI I L E C O E«6. GLOUL PRIMMIl1 PRODUC D LLc. won, <br />spw <br />wInbi <br />re a -175A.MNtGMHN:HMa20 <br />1T An-wu Rya: D60MI�7If <br />CA-OINTII �•. �i•� MN OMMIII tYc <br />P'E' NA7UE A A. P.C.q• 41 =W 6 a HI <br />(MUD ONLY FOR PANEL 10DWALIATiONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 A 7) <br />MAX. A.S.C. <br />DESIC3 <br />{p.•fJ <br />VAN" ANCHORS SPACING FOR Ed r AS SHOWN ON SHEETS 6 IS 7 <br />APPLACAmE <br />M <br />a ANY <br />OF THEM <br />WXWM <br />LEMM <br />% <br />00 <br />TAPCON <br />L40 SCREWf <br />PAWMATE FE ® <br />PALM MAATE <br />STOOD, am" <br />tr <br />Ir <br />lr <br />Ir <br />1s' <br />ITT (1011 <br />it <br />13" <br />13• <br />la• <br />it <br />Ir (BORON) <br />6 1/2- <br />a 1/r <br />5 1/2' <br />6 1/2• <br />6 1/r <br />M <br />9 1/4• <br />12 ,/r <br />6 1/4• <br />OET T.H) <br />W-W <br />r <br />Ir <br />!" <br />e- <br />- <br />(HOP) <br />LESS <br />6' <br />kr <br />a' <br />- <br />3w (aGTROM) <br />Tr <br />3 <br />7r <br />lr <br />13' <br />Ir <br />PBP) <br />-45 <br />LESS <br />13' <br />137 <br />13• <br />13• <br />tr <br />is• <br />,r <br />13• <br />,r <br />13• <br />,r <br />13' <br />13" <br />r <br />Ir (NMT" <br />6 l/r <br />6 1/2' <br />6 t/2• <br />6 l/r <br />6 112• <br />(RDP) <br />- <br />a 1/4• <br />12 1/2' <br />6 1/4 <br />(8o,1•4)TO <br />>5'-0• <br />} "_i• <br />4 1/2• <br />IV <br />6 1/2• <br />a 1/2' <br />- <br />(}aP) <br />4 ifr <br />4 1/2• <br />r <br />r <br />- <br />3w (BORON) <br />Ir <br />4• <br />(TOP) <br />le <br />13' <br />1 13' <br />1 Ir <br />4 , r <br />• SEE TABLE /i FOR Max. A.S.D. OM40N LOADS AT MAX. PANEL LENGTHS WHEN SPACER"15 <br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 <br />1/4-07 <br />ANCHOR <br />1• MN. <br />1/4 # PAHEUODE <br />ANCHOR O 12 1U <br />WIT. LSD. <br />P <br />PAIM (w.) <br />MAIMITIN ANON= SPACM MR EA • AS SHOWN ON SWEEM 6 a 7 <br />APPLICABLE <br />To <br />a w. <br />OF <br />GF THEY <br />WAXNW <br />PARa <br />LENGTH <br />i~) <br />RAG <br />F� FAMELMATO <br />�� <br />W000 BU iIWLG <br />tr <br />lY <br />tr <br />13' <br />tr <br />r <br />1r <br />is, <br />,r <br />Ir <br />r <br />in (6GIi04 <br />6 1/2' <br />6 1/2• <br />6 5/r <br />6 11r <br />(LOP) <br />5'-0• <br />- <br />- <br />$ 1/4- <br />12 T/r <br />6 1/4' <br />(CURL-) <br />7' <br />71/2" <br />Ir <br />r <br />- <br />(or) <br />LEESSS <br />7 1/r <br />6" <br />r <br />r <br />- <br />311 M-) <br />,r <br />13• <br />13' <br />1r <br />Ir <br />POP) <br />+4TO-4a <br />+75. -75 <br />it <br />1r <br />Ir <br />Ir <br />tr <br />04yiTaM) <br />it <br />it <br />13• <br />it <br />TV <br />r <br />1r <br />tr <br />it <br />Ir <br />6 Ile <br />In MT10Y) <br />6 1/2- <br />6 1/2• <br />6 tfr <br />6 1/2• <br />6 I/2' <br />(Mh <br />I35ro <br />10 <br />- <br />- <br />1 61/4• <br />121/2' <br />1 81/4` <br />IN WATT.-) <br />4 ,/r <br />S• <br />7 t/r <br />7 1/2' <br />- <br />S' <br />S t/2• <br />r <br />8• <br />- <br />sw <br />Is' <br />12• <br />tr <br />f3' <br />S 1/3• <br />Id <br />Ir <br />tr <br />Tr <br />it <br />to, <br />• SEE TARE %/ FOR WX. "0. DESIGN LOAM a MAX. PANEL LENVINS WHEN SPACER 0 Is <br />USED. CORRESPCNDW ONLY TO ALTERNATE 2V ON SHEET 6 <br />TABLE <br />al A <br />ASO. r ''1 11 un <br />POHL <br />�H <br />40 PW OR LESS <br />6•-a• <br />> 40 PSF TO 50 PSF <br />W-2' <br />> 50 PSF TO 6D PSF <br />5'-10' <br />A M/ PANEL MAATEPANEL N��S ARE ONLY VALID FOR ALLATIONS <br />� ID OR PANEL MATE PLUS <br />ANCHORS a W/ tU" FWkWV�41/2- O.C. <br />ART 00 RWL <br />am cm <br />_..,- Y MeR <br />i <br />PANEL LENGTH <br />(SEE ELMITITH <br />OIL BEET 12) <br />i <br />Uw <br />IRE "M is a ,s MORE ANmm "PIT IT 9Anm FOR <br />eAOANA7DIW MM I= WAX 8%XMM <br />xINAAe ANCHOR SPWWM AM OWN EDIT iM MU <br />AMmea.= am rm so1FD" FOR E.O. = THNH <br />eOOOm am smau TWICE Now ram m <br />MtADTU11p fPAMHa $$TIN ON 8a6D6E or 7w <br />FouONae HNCTORI. /OR lTn oTERODN To K POISMt, <br />IMMURED SPVC MS O/a•I!D ONO FACTOR DAL N$ E <br />un It" MRWAAI VAC" WOIOMm MR EACH no= <br />1 r. <br />$Now TMe <br />mom <br />ow I <br />wmx WON mme 04 <br />3 <br />3 <br />-AAANA AHAW M <br />D <br />3 <br />1WNIq W 6H.RM w aAJ <br />3 <br />7 1/2 <br />MORN. Es 9E96Ls W <br />RAOINt <br />t , <br />OA <br />- <br />2 i <br />eA1 <br />- <br />___._ r. <br />am <br />tm <br />3, <br />iA , =)OR D1ErDND)10 <br />V MLR <br />l' WE <br />PEEL LENGTH <br />ON SHEET 12) <br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU G. ON SHEETS 4 a S) <br />VAL. LSD. <br />PRESSURE <br />j,) <br />MMAM M AUMM 9PAC010 FDIC TAN 6.0. PER SCED,WL BEIGW 111 <br />APPLICABLEDESIGN <br />31ADWIY <br />t�l <br />) <br />OEMAAA. <br />P <br />�,; <br />►N10A6M ANCIGPS 9PAA1G TORE MN L0. PDl SKatEDWE �7Aw IF <br />+>PHNG19.E <br />N4DYUM <br />LOOM <br />ft) <br />TAPCON <br />SOLD -SET <br />FEMALE <br />ID <br />ELINP <br />PARTE <br />PI <br />In <br />IIW-AMAIN <br />CALK-N <br />a <br />7AfCON <br />SCUD-1 7 <br />ova <br />To <br />I IN! <br />us <br />ZAW1C-K%Uk <br />WK-N <br />a <br />w <br />W <br />w <br />coo=OF <br />w <br />70 <br />TH�i <br />w <br />W <br />w <br />w <br />W co� <br />OF MAi <br />+ -4a <br />OR LESS <br />lr <br />tr <br />it <br />lr <br />1r <br />le <br />Ir <br />Tr <br />it <br />,r <br />,r <br />it <br />i {'LOP <br />B-6• <br />on <br />�= <br />�-4] <br />+66, -6a <br />Ir <br />,r <br />tr <br />Ir <br />1r <br />tr <br />1!` <br />IF <br />it <br />tr <br />IF <br />III <br />I <br />6,�, <br />OR <br />tY <br />13` <br />,r <br />1Y <br />tr <br />1r <br />fY <br />it <br />lY <br />13' <br />tr <br />,Y <br />, (aD11aR) <br />lr <br />tr <br />tr <br />Ir <br />tr <br />Ir <br />,r <br />tY <br />tr <br />it <br />13• <br />t1 ifs <br />1 (eGR6,q <br />Ir <br />Ir <br />,r <br />13' <br />tr <br />Ir <br />it <br />Ir <br />it <br />Is, <br />tr <br />I3 <br />CAI <br />Ir <br />it <br />1r <br />Ir <br />it <br />it <br />lr <br />is, <br />IF <br />it <br />Tr <br />1 1 <br />2 {TOP) <br />it <br />it <br />it <br />it <br />7r <br />13' <br />it <br />Ir <br />lr <br />,r <br />it <br />Ir <br />2 CNRi6i) <br />1r <br />it <br />it <br />it <br />,r <br />it <br />,r <br />,r <br />IF <br />Ir <br />tr <br />, 1/2 <br />2 (eGT1a) <br />tr <br />tY <br />1Y <br />t3• <br />tY <br />tr <br />Ir <br />,r <br />tY <br />/r <br />13' <br />U• <br />1Y <br />Ir <br />13' <br />13' <br />tr <br />13' <br />/]• <br />t3' <br />Sr <br />Ir <br />I 1 <br />3(t0P) <br />2 1 <br />2 1f2 <br />11/4 <br />6 I/4 <br />2 , <br />12 1/2 <br />- <br />- <br />6 1/;• <br />4 <br />OMM) <br />- <br />- <br />2 I /. <br />2 1/E <br />6 1/4- <br />6 IJ4• <br />2 I/2 <br />i2 1/2 <br />- <br />- <br />0 1/4. <br />6 1/4 <br />3 (WrlliAn <br />Y <br />6' <br />6'r <br />r <br />r <br />r <br />r <br />r <br />8 <br />r <br />7 <br />(TOP) <br />• <br />a 1/Y' <br />'r' <br />6 t/2 <br />' <br />7 1/2• <br />' <br />r <br />' <br />' <br />4 ft'GtFr9 <br />r <br />- <br />r <br />- <br />r <br />- <br />9 <br />- <br />a• <br />- <br />r <br />JI/44(10P) <br />(B0'I MO <br />r <br />- <br />r <br />- <br />r <br />- <br />r <br />- <br />6 <br />- <br />r <br />- <br />4 (Cn%qit <br />it <br />le <br />it <br />it <br />Ir <br />it <br />Ir <br />it <br />13' <br />it <br />(TOP) <br />is- <br />,r <br />is- <br />tr <br />Ir <br />,r <br />1r <br />is, <br />it <br />tY <br />,3' <br />t i <br />(minit <br />,3' <br />t3' <br />it <br />,r <br />it <br />it <br />it <br />,r <br />,r <br />it <br />OUMN) <br />,r <br />1r <br />!3' <br />it <br />it <br />is• <br />Sr <br />,3" <br />1r <br />it <br />tr <br />11t/2 <br />5Is• <br />tr <br />it <br />Ir <br />is• <br />it <br />Ir <br />13, <br />tr <br />,r <br />Ir <br />6&)it <br />it <br />tr <br />,r <br />it <br />it <br />,r <br />ta• <br />,r <br />it <br />lr <br />1f 1 <br />6 (wh <br />.- <br />- <br />6 14. <br />6 1 4• <br />b , 4" <br />6 1/4 <br />- <br />- <br />- <br />- <br />6 1/4' <br />6 <br />w <br />- <br />- <br />6 If4. <br />6 1/4" <br />6 1/4• <br />6 1/4• <br />- <br />- <br />- <br />- <br />6 I ;` <br />6 1/4* <br />6 MR-) <br />it <br />r <br />it <br />0 t <br />it <br />r <br />,r <br />7• <br />7 in <br />11 I <br />it <br />4 //2 <br />i <br />.�, <br />To <br />14'-4• <br />le <br />r <br />IY <br />I Sr <br />Ir <br />a 1 <br />tr <br />a 11r <br />9 I/r <br />-677 <br />17 <br />a TV <br />1 <br />W_r <br />TO <br />Y-6' <br />Is" <br />r <br />it <br />1r <br />tr <br />9 1/2 <br />tr <br />9 1/2 <br />10 1/2 <br />7 1/2 <br />it <br />r <br />1 (WV04 <br />,r <br />7 ,/r <br />Ir <br />tr <br />13" <br />to' <br />Ir <br />ICE• <br />it" <br />r <br />1r <br />a Sfr <br />1 (Moto <br />Ir <br />6• <br />it <br />to I <br />13- . <br />r <br />Ir <br />Y <br />7 1/2. <br />5.1/2 <br />,r <br />4 1/2' <br />2 (TOP) <br />it <br />6' <br />,r <br />lr <br />it <br />6 1/r <br />,r <br />a ,/r. <br />9 1/r <br />0 1/r <br />lr <br />6 t/r <br />2 (TOP) <br />it <br />r <br />IF <br />,r <br />it <br />9 1/2 <br />it <br />9 1/2 <br />10 1/2 <br />7 1/2 <br />13• <br />6 1/2. <br />2 (901701) <br />1r <br />7 1/r <br />IF <br />tr <br />13• <br />for <br />Ir <br />TV <br />tr <br />r <br />Is- <br />6 ,/r <br />2 teollGr) <br />tr <br />r <br />tr <br />13• <br />,r <br />9 1/11 <br />Ir <br />9 1/2 <br />10 1/2 <br />7 1/2 <br />it <br />a 1/2' <br />3 CW) <br />it <br />7 l/r <br />le <br />1r <br />Ir <br />To' <br />IF <br />10` <br />it" <br />r <br />lr <br />16 1/r <br />3 (TOP) <br />12 , <br />12 f1r <br />6 1/4- <br />9 1/4 <br />2 11r <br />6 1/4• <br />6 1/4- <br />76 1/4 <br />3.(601TOM) <br />12 //2 <br />2 11r <br />6 1/4' <br />6 1/4 <br />12 11r <br />12 112 <br />5 1I41 <br />a t14 <br />3 (Wrl" <br />r <br />r <br />a' <br />S ,/2' <br />r <br />3 1/2" <br />r <br />4' <br />4 1/2" <br />3' <br />16 t/r <br />r <br />4 (LOP) <br />7 1/2• <br />3` <br />r <br />r <br />r <br />4' <br />r <br />4' <br />4 1 fr <br />3 ,/r <br />6 i/r <br />3• <br />4 (MP) <br />a' <br />r <br />S 1/2 <br />7 1/2" <br />(BDTMMO <br />r <br />D <br />w <br />r <br />a I/r <br />7 t/r <br />(a HMO <br />r <br />,r <br />IF <br />13• <br />9 1/r <br />Ir <br />9 ifr <br />0 1/2 <br />7 1/r <br />,r <br />r <br />(MP) <br />Ir <br />6 l/r <br />Ir <br />Ir <br />Ir <br />Ir <br />,r <br />for <br />it' <br />r <br />1r <br />a ifr <br />5 (IOh <br />L13r <br />r <br />1r <br />1�•,3• <br />9 T/Y <br />fa• <br />• i/2• <br />o I <br />7 I/2- <br />,r <br />a I/r <br />(6onaM) <br />1r <br />a ,/r <br />it <br />»• <br />1r <br />Ir <br />Ir <br />Ir <br />it' <br />r <br />,r <br />6I/, <br />a' <br />1r <br />iD t/2 <br />tr <br />r <br />tr <br />r <br />7 1/2•' <br />a 1/r <br />it <br />4 1/2' <br />(TOP) <br />I tr <br />I 6' <br />I Ir I <br />Ir <br />13' <br />6 1/2• <br />it <br />a 'Ir <br />II 1/r <br />6 11r <br />tr <br />5 1/2. <br />6 (mP) <br />6 If;' <br />6 7 4' <br />6 1 4• <br />6 If4' <br />6 1 4• <br />6 if4' <br />6 <br />a 1 4• <br />9/ 4' <br />6 7 4' <br />6 1 +• <br />6 1 4' <br />6 1 4. <br />6 <br />NE DW It FOR MCNMf TINE a 4PACM FOR MVUA" Rho WOOD PS" BLUNM <br />• 7MMAM ANCHOR IM ORRIS AND ISM M EDGE cWNU AM NOMM ON US 1M MILL FOR EA <br />Los IOW @mom of SC1aA[ EDUCE AHI121011 SPACING W NRAIPLVM VACANT $HI M ON <br />SOIaDUE W THE FOUAWIM FACTOR!. FOR THIS OPOWnDN TO E MSMtL. MM SPACING <br />O WO UM CC10ll 9Mu HOT E LESS MAN WNMW SMM POO= FOR FieH AMCNOR YM <br />W DIVA smamu <br />ANCHOR I@i <br />1/44 <br />1/41D <br />1/414 <br />1/4Y <br />1/4. <br />1/41 <br />Mp= <br />UU,40 <br />nowl4wim <br />am W <br />wam ANCOM SPACING 00 <br />3 <br />3 <br />3 <br />3 <br />2 I/r <br />3 i/3 <br />OW <br />0•TAMHG ELL) a0pl <br />3 <br />3 t/r <br />B <br />3 <br />3 1/r <br />3 <br />3 <br />311r <br />3,w <br />3 in <br />3 1/r <br />AS11INL WE BI MU <br />Too <br />im <br />tm <br />,m <br />4' S-A M ONLY VALID WREN SWAM IS USED. SHE 61 FOR MAX AS. <br />OEMLOADS a Max. PANEL WREN SPACER IS USED <br />(SEE SMT04 a ALTEINAIRES ON SHEETS 13. It. 15 <br />r Wx. R-IA/13. R-2A/13, R-3AL/14. R-1 <br />D,�j„�mm '• t R-RAW/13, R-2AW/15. R-3AW/16, R-1 <br />3QoFQ1! O O O O <br />I/4 <br />MAX. Q <br />I J !! 1 4 •-20NT' S.S. BOLTS W" <br />J I ii (USE FOR PANEL LENOTN <br />I PAS # i O4pt r-r) <br />4 <br />( <br />y . LIFE 1 OFY PANEL <br />i/4•n 20A1' <br />TEA.TS W`�' _ .. <br />Ai <br />V <br />TI <br />e--UDCATION O 1KEE <br />PANEL 80TTDM C <br />IA"..l1 <br />a <br />ASA. rvl I LOAD <br />�NPNEi. <br />40 PSF OR LESS <br />> 40 PSF TO 50 PSF <br />6'-2` <br />> 50 PSF TO 60 PSF <br />W-10• <br />A MAIL PANEL LENGTHS ARE ONZ VAUD FOR NSTALLATIONS <br />W/ SOLID SET ANCHORS AT W/ SPACER AT 12 //r O.C. <br />R-DB/14, r MAX. <br />IS R�-3i1E//6. �• <br />0 ----- <br />i PANEMAX <br />L LENGI,H <br />j�( <br />I REGULAR PANEL l I ; 1 M-a' • +40.0. -40.0 W. <br />I L L �- l f (W/ OYENAP MG FORD. LENGTH 8a3) <br />} _ ----__.--___--._- <br />' f r-B• O +6CA -6440 Pa.L <br />_ I _ 1 (11/0' WE161P Me PANEL LOOM SOLI) <br />S 1 f } USE r-r MK PMU UENOTH <br />AT ALL NONIINI:4 <br />u <br />Viii2 MIT AT F-L__ar; Nut AT <br />3-. MAN. LEFT PANEL FO <br />mow P94M r � t INSTALLATIONS ONLY VAUD R WAND <br />i• MK R-IA/13. R-2A/13. R-3A/14. 0 <br />-14/13. R-110/13. R-W/14. r Mw., SPEED UP TO 170 m.P.h. <br />R-RAW/1S 0-IAWJ15 R-3AW/16. R-1811IF/15. R-260F/15, R-30W/15. <br />--_. ANCHORS (SEE SECGONS a ALTOD MV4$ ON SHEETS 13.14. 15 W . ' <br />AWL CM <br />LIFE SAFM STORM PANEL C1i ELEMION (t) 1 � <br />2.SCALE 1/4•.1• <br />f O � ARYL ON MOW1 MANE WL+F1i -- % ti'' 6 � PANEL <br />* <br />LIFE SAW PANEL <br />: 7k <br />FLORiDA 0LN DM CODE Novi Koh Volooft NDrrkano Zone) <br />EXTERIOR'eFss <br />OR(OT �� <br />mom nWia INe <br />24 OAOE GALVANIZED STEEL STORM PANEL <br />DOM W. <br />G` <br />I LE C O Inc. CLODU <br />P <br />PROTECTION RO UCTS. LLC <br />SECTION A -A <br />HNO sw. 6, smw <br />aHw. 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( <br />1 .... _� 'V <br />• <br />I j <br />MAN.w <br />PANEL tEINGTH 6 <br />.-..� <br />v Tom <br />A <br />VAX <br />PANELtE/NCM <br />FARM <br />ON SHEET 1.) <br />al Tow 12) 8 <br />(PANEL LOOMSEE 110M <br />ON 9N1EET t2) <br />N <br />I ON SHEET 12) <br />1 <br />i• 10. <br />1 <br />-��• _ <br />= 1. TpEN ± \.S/ <br />B•-GMAT S, <br />GLAS <br />L ; M <br />�.I i <br />N••---SMI <br />N TOGLASS <br />L� f N6'_.E�F4WWMLii <br />% - I <br />IT <br />AIMTDIF-- <br />m GLASS, <br />6' <br />y _q)IT <br />Irl <br />a1 <br />It <br />( • j i • to yr l <br />i 1.�.5 1 <br />1 <br />ifr l-{i I�6x Hls. <br />10 <br />p <br />i i <br />4 <br />� �'•f <br />PLATE 4 t� <br />1 k 1 1 1 i IJ <br />l L` :, 1 4'• tANiCO4l 2 tt, 149 TTWOaH <br />O.C. i t i NICIOR O 9• QC. <br />{ <br />KOIDLO i ,`I ( <br />1 } <br />i 4"A TAPCON <br />NMdGR O 9' O.C. PLATE <br />11 { <br />11 <br />3 I� <br />1 i f <br />�� ifA <br />1 4'F TN•CON <br />- r <br />, <br />SOLO w/ 5TU0 I ! 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W/ SPECIFIC <br />D,t•• �'LOR1D <br />NN Fr:3M. •Wt A <br />_!%J wo AH-m, <br />now. palMs-1aM <br />9Ww. ti a1w+ 20-175 <br />rNa A64M$-am <br />IXiNSIl1' OF 0.35 OR EOLML <br />Si <br />� <br />CA s00$19 <br />r <br />L AIW MN <br />0.4wA 1Rllf - /,L <br />SOOT fe oro. q <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.-f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING <br />SCHEDULE, FOR REGULAR STORM PANEL() INSTALL!TIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURES <br />VALID ONLY FOR PANEL a) twALLATIONS AS PER SECTORS I THRU 6. ON SHEETS 4 k S) <br />MAIL. 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OR ANCHOR <br />V,;IA4 CONCRETE BLACK <br />"L• Ma, <br />PANEL LENGTH <br />ONELEWOION <br />ONt SHEET 12) <br />3/4• <br />V MAX <br />PANEL LENGTH <br />ON SHEET T12) <br />k C�/46 TAPOOM 1-(_3/4Y TAPCON <br />ANCHOR E r O.C. i ANCHOR • 9' O.C. <br />CONCRETE OR CONCRETE on <br />Lv=WcBLOCK REOUM, NDCK RFOLMM <br />SECTION R-tA <br />• REG All PAIMLS Is jj�m <br />aDWE 1• Has <br />6R smum 1s a to TOR MCHM <br />Ia $PCINO FOR IN16NUTW8 sm <br />TPE <br />w000 TRITE N160IN00. <br />wmm ANCHOR $FLHAA AND MWAM <br />EDIT DOEV" AN 1MiMGTm am To$ <br />SCHITBAL FOR Ed LEY l m vow= <br />ON 1CMIDLAE REDUCE AIpOR NPCM <br />K Mµ76I.T7 G NMCILD DAWN ON <br />ScRam 6t 7w FOLmm FACGR6. <br />tOR "a opuiv eN To MC polow. <br />EDUCED VACMc OCAND tmm <br />FACTOR Sof"ODT K UM THAN <br />NOIRM S►ACOG I0"U MR EACH <br />ANCHOR AWE ON TANS SCHEDULE. <br />A UM TINE <br />1NweN <br />ItIa3JIL MM MAW W3 <br />•Mw 'M 'OI.w4r A+J <br />ewA11oM+AN 61.M41161A11A). <br />3 <br />3 <br />A■9L ABLE SITE■ OE•) <br />at" <br />t 11r <br />0211 <br />S 1ro, <br />saf <br />r <br />an <br />if <br />7A9A.N7?1. A <br />A". OEM LOAD t PANEL <br />LIEMOTH <br />40 PSF OR LESS W-a. <br />> 40 PSF TO 50 PSF 6'-2• <br />> 50 PSF TO 60 PSF 5'-10• <br />A MAX. PANEL LENGTHS ARE ONILY VALID FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2" O.C. <br />•Ili . �. MI,D,. = <br />M. LIILs <br />r2Ta,rTT <br />INTO WOOD <br />NFAOER <br />- LACED <br />1 4'1 TAPCON <br />STRUCTURES <br />� �-' �'.00D NFACEit <br />7&OIIINFD <br />1 4•• TAPCGI <br />1 <br />ti ) <br />Ifr ,/4 <br />�//TY� t/r ' •,f4• <br />u <br />wr <br />I�l� •.. 1 <br />A � <br />6 /sb1' <br />-3,6. <br />I /)4Y•eRl' <br />WA <br />L_ _- SORE a <br />CLASS <br />I�HRDH�aOeY•N <br />A 'L' lam•- <br />a. PANEL LENGTH <br />PTIATEL LENGTHamitow <br />ON SHEET 12) <br />I 1 ON SHUT 12) <br />f <br />s <br />N <br />V <br />•MVr•C <br />j •ulera <br />I <br />1 i 1 <br />IRATE I j <br />tti <br />4 tj <br />1 <br />PUT4 <br />RECLOW l 4 <br />4 1 4'P PAIiIAATE PLUS <br />�. <br />R <br />i 1 i ' i 1 PA0 PLLO. <br />± NICMOR ! 12 1/2 0.C. <br />12 t <br />JM1310R i ,2 1/2' O.C. <br />CH <br />t I <br />J <br />L 1 } <br />( J <br />lIiIILL <br />II/INIINNA <br />a: Tkt ft <br />Or"Affl-NL <br />.IILWMI_.� <br />_`'DER <br />44 616`T <br />FLORIDA 6UUDIRO CODE Man fth Valoafty thNrrkan• ZNte <br />•sao "Neal W_ <br />FOR MAX. <br />STATE OF <br />24 GAGE GALVANIZED STEEL STOIRI PANEL <br />H MM an <br />1. INSTALLATION ARE ONLY VAUD A.S.D. <br />DESIGN PRESSURE RATINGS (P/.i) AND PANEL <br />LENGTHS AS PER ELEVATION QN SHEET 12. <br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD <br />4,e FtOR <br />SIONALE� <br />IL !CORRALCLOW PROTECTION PRODUCTS U. <br />a OfO <br />W a <br />MEM■ERS TO BE SOUTHERN PNE No 2. W/ SPECIFiC <br />/ <br />ANNHN / <br />/w: M Ir:H•e,nt mom- (w)$6-la%oft DR4)M*6»7 <br />20-175 <br />DENSITY OF 035 OR EQUAL <br />(A-~% a. r wr <br />• o N• <br />PE. <br />HIN A /RAC L. PE <br />a1mN U a o <br />cn <br />N <br />j <br />O <br />U <br />O <br />C <br />.� <br />N <br />C <br />ca. <br />(a <br />O <br />-0 <br />�- <br />� <br />C <br />.O- <br />LL <br />_ <br />O <br />CU <br />> <br />-w <br />E <br />O <br />O <br />^ <br />c <br />O <br />CU <br />C:) <br />-0 <br />.c: <br />vJ <br />Q <br />N \ <br />� <br />I- <br />C%4 <br />cM <br />UN <br />� <br />ma <br />f7 <br />IJ <br />N <br />Y <br />_ m <br />w <br />}+ <br />c <br />L <br />?: <br />Q <br />N <br />O <br />M <br />y <br />3 <br />Q`) <br />V N <br />C <br />3 > <br />y <br />+ <br />am <br />a <br />O c <br />� y=3 <br />U <br />>> <br />W <br />W <br />O <br />U <br />c <br />cu <br />0 <br />Q <br />■ � <br />sr <br />CID <br />W <br />w <br />Q <br />Z <br />Z <br />Q <br />J <br />SHEET NO. <br />IS <br />1E4 <br />