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EQB INfAIALLATJON IN P <br />SAFETY & E—Z HANG ST{?RM PANEL Cif SYSTEMS <br />1 <br />DR <br />r a'.YAlM3'3ti15 N-u pa <br />&Al1M S <br />i863-ta N1At' L9Nt. .'- <br />1lY �, <br />2 1 ANOMT�IiH1Z�oyc.. , s/4 <br />Po iaEo tX+mrFTC ate' M,n. t» <br />19LOOA OR 2 u4 w�a� cP! POURID <br />°CpHCAETf BV.00lc S 1 1JA {°j 0, 1 2'. M <br />REOD 2 if <br />2k4" t70oO NwAiIE OR Mn•,,. <br />REXAARffi M TINT' PR21 <br />1 oAP <br />QlFAIAw4 j_�sJ 1 �} <br />4NRXwi <br />TERN71e +.E6 tar* IDDN3aN <br />G a 10 <br />.2 .'m <br />1• o VARIES 2' Al S' A Off Ct)i1T, <br />2.. � <br />6" AkPe. 87t (. 4133. AL1MA. AW1Rk 1Xt Y <br />M A.. 1 O10 3 85-Hi64 S9iFL1 POURED t,!QXCMEtE, OC1RCafiE <br />w.w ww.s <br />r tiAt #1I4. WPUITE d.. atOM OR 2"a4" WOW FtNha <br />(T+.) <br />39O5-N14 REOtXREO <br />7 <br />-T6 8Otl3 ALLOY' -- 2" " <br />CON{. AtIM. ANOIE ': t 1 1 <br />/ <br />M41.� <br />le c1c_ <br />w/dAC"m 3105-0fl. OR L &_ ANOU Ta AI3A'/ <br />CASE A (PLAN) CAS B {PLAN; CASE C (PLAN) CASE D (PLAN) <br />SCALE 1/4'=$* SCALE 1/0-$- SCALE 1/4'-1' SCALE <br />_v •`�' OR l'JA <br />tY, amP1NMEt2A4TE <br />OR PMMEti T- �jp61a�O TRMA AT f FEiMaE 1 AMD <br />i5X 6OtIrwD OO. .-:_..6„•.-•«ltis• •t i7 ti`J CONg71EtE 6L0C1f j TQP !Q OM iA ! N*AIII:tWdE PtISt (SL..E <br />* it) DIN 3kt 1z 9 <br />f v' at 'y♦`. WOOD • '.. AS A IW ) to* <br />_ OONCRT.TE &AL1t. VM185 � I s _ MUM,' <br />{ �� - 2'A4' WOOD YiIACiE 81 Mo4� Vi.. PFAfK 11EOUYlkL AS APPLM;A$E " 1O NA i9) <br />Op E eop" s R uaft I {, y� r • v.° ,;1 6 5• EH, G Lei+Yr* Y 4. M('t <br />..1,. -- <br />' <br />1 <br />..-' aplr wVAR[MrNOHaaEa 1T1DMT III"4 , OR4 <br />Q) = •}4 _. <br />j <br />FLAT <br />I OIL (METER tIANww ENDPP#�M61Lpm <br />It OSIANa <br />t =csww iN'h•tp 4N.sws 100I0IN1i CASE it (.PLAN) <br />! <br />Ay <br />� uoa �_.,�p`y(� •• .. /j '$, SCALE 1t4'=1` <br />N,r l.4• Ia �;•' •��C t�SE • S' VALID ONLY dt <br />MOUNT �lYA114 <br />�4' <br />CENTFIEO PANiEL INSTALLATION ATCT <br />_ wJN <br />No. 44167 SURFACE LEVEL YARVOM WITHIN ale <br />*;. FLORIDA BUILDING. CODE Non NI h Wioeti NMrrtcam Zone <br />CASE E (PLAN) CASE F (PLAN) _ xima nr9oa Nn 24 CAGE GALVAIM0 STEEL STORM PANEL F-K <br />04%.aP <br />SCALE Tf4".1• SCALE 1/4"=1" =dX^•-i0R10S`r` <br />•.. �� <br />5 f�..t�" C O + PROTECTION PRwucTSF U.C. ° Gm, <br />44 me. <br />N 111t y j'' y�, wtleN 6.IwiM. ' R"7= 2:)" 17rJ <br />!Yw .T,-.Atla F= p,-a NIgME:. C95ti)Ndi-764a, FNI: (aa4)W4•a7% <br />f+9 <br />IFnI rOMd <br />s.Yq.utan, 9MWW Nx <br />F.t ,DK,fN•tE. WN.1611CA �IJ„P,E �" •.. mllLl a of 1! <br />u 4 <br />(VAUD ONLY FOR PANEL 1)INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) <br />MIX. A.S.D. <br />DESIGN <br />PRE <br />(WI17NTING � <br />MAXIMUM ANCHORS <SPACING FOR E.D, - AS SHOWN ON SiIEETB 6 A 7 <br />APPLICABLE <br />10 <br />6 ANNr NMMTNU <br />OF THEM <br />PANEL <br />LENGTH <br />(na <br />TAPCON <br />L4Ce SCREW <br />PANEUMTE <br />FEMALE D <br />PUNELMAaE <br />PLUS <br />w1T00 8USW7NG <br />1:3` <br />Ir <br />13' <br />is, <br />Iw <br />13* <br />13` <br />U' <br />13, <br />Ir <br />IN (BiiR <br />6 1/27 <br />8 1/2' <br />B 1/r <br />6 if2' <br />8 1/2" <br />2W (TOP) <br />5 1/4- <br />121/2` <br />61/4 <br />t rn-) <br />S'�" <br />6* <br />e' <br />a" <br />Q' <br />- <br />DGP) <br />LESS <br />13` <br />13, <br />13' <br />13• <br />is' <br />(TOP} <br />"45 <br />LESS <br />13, <br />13, <br />13' <br />lY <br />13' <br />13,Ir <br />13' <br />t3' <br />6 7f2' <br />w (1tX+) <br />tY <br />Ir <br />Ir <br />tY <br />8' <br />Iw (0mow <br />61/2` <br />4 ifr <br />a. I/r <br />6 I/2` <br />6 1/2" <br />(TOP) <br />- <br />-- <br />6 1/4' <br />12 1/2' <br />6 1/4 <br />2.6•-O" <br />4"(.}A- <br />4 1/r <br /># 1%2" <br />10 112`... <br />9 7j2" <br />12 <br />Ir <br />4' <br />(Nod) <br />Ir - <br />131 <br />13* <br />Ir <br />R t/r <br />W (saiTotl) <br />• SEE TABLE #1 FOR MAX. A.S.O. DESION LOADS & MAX PANEL LENGTHS WHEN SPACER @IS <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 <br />TO <br />12 <br />MAX, AS.G, <br />DESIGN <br />PURE <br />(p.Idc) <br />MAXIMUM ANCHORS SPACING FOR E,O.. AS SHOWN ON SHMIS 6 Al 7 <br />- <br />APPLICABLE <br />OF THEM <br />PAMd. <br />IS 'EL <br />LENGTH <br />(H.) <br />TAPCON <br />LAG SCREW <br />PAFNELMAIE <br />FEMALE BN <br />PANEL.MATE <br />PUTS <br />WOOD BUSHING <br />Is* <br />13, <br />13" <br />Ir <br />13' <br />Iw <br />it <br />/3- <br />tY <br />is' <br />8` <br />1w (mmo <br />6 t/r <br />s lIr <br />Q t/2' <br />a lIr <br />Q 1JR' <br />- <br />- <br />6 t/e <br />12 i/r <br />6 t/4 <br />2W (Bois•) <br />7" <br />7 1/2' <br />Ir <br />6" <br />- <br />LESS <br />7 ,/2` <br />Q' <br />8' <br />8' <br />- <br />3w MOnaM) <br />Ir <br />13, <br />13, <br />tY <br />73` <br />-4w (mp) <br />TO-45 <br />+75. -75 <br />13' <br />lr <br />13' <br />U" <br />13". <br />BO (MM) <br />Ir <br />13, - <br />13` <br />Ir <br />IV <br />Ir <br />13` <br />it <br />IY <br />6 1J4 <br />OM) <br />6 1J2" <br />6 1/2" <br />6 i/27 <br />6 1/2, <br />s l/2' <br />6 t/4- <br />12 1/2' <br />6 1J#" <br />*( <br />J' -- '4 <br />TJ2` <br />S` <br />7 1j2" <br />7 1/2' <br />- <br />IF <br />7•IQ6"OM)r <br />D1/2'13* <br />10' <br />W) <br />+ SEE TABLE #i FOR W. A,S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS <br />USED, CC>RAESPi DING ONLY TO ALTERNATE 2W ON SHEET E <br />TABLE 4111 <br />A <br />A.SA. DESIGN LOAD <br />PANEL <br />LENGTH <br />40 PSF OR LESS <br />6' 11- <br />> 40 PSF TO 50 PSF <br />W-2- <br />> 550 PSF TO 60 PSF <br />W-10' <br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS <br />W/ PANEL MATE ffAKE ID OR PANEL MITE PLUS <br />ANCHORS III WJ %ppmmvN4.1/2' O.C. <br />.AI JMf 14:4IASI• ►L41 i -. 61 i 6.► t. 31 __ _� i... ..i. _. <br />LJ1 <br />SEE wm 13 & is FOR NA sw"G <br />WSIMAXONS KM WOOD PRNNE BULONIOh <br />MNSMM AM" SRA "AND W NMM am PwAUOE <br />ARE MOIL+ M ON THIS SCH MILL FOR EU LESS THAN <br />MmAu ON sCNFAULE iw.mu mom SPANWNO BY <br />ImnxYM6 SPACING MNOMM ON SO4WA-1 sY ME <br />FOtLOINMG FACTORS to TF46 NXPumm 70 eE <br />Rmupto SP.zm umc MICA SMALL NOT sE <br />tt55 TWX MNIANM WAGON MXROAIM FOR LAW MOM <br />TYK ON Da4 SDIwDaAc <br />1f41 <br />1 4'! <br />ANC m T e <br />tAYenrN <br />IIMIM AKWO SHNCtli2. 3 <br />3 <br />3 <br />�/IMLIIINNfOQ �•'1A.3 <br />3 <br />1 <br />A <br />3 if2 <br />MMtAISa 6MN hIIA.iA ieY w)'.. <br />xp^ sw mww em <br />NDT61 <br />�. <br />I30 <br />1.eO <br />a1, <br />- <br />CODE <br />{V D ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU C ON SHEETS 4 do 5) <br />Ma, A,5,13. <br />PRESSURE <br />RAYING <br />MAXWUM <br />A NCHI R5 <br />SPACING <br />FOR <br />MIN €0. <br />PER SG#1EDULE <br />8E1.00 <br />AAPPLICAaE <br />TO SECTIONS <br />A to <br />t1F L <br />MNOWUM <br />PANEL <br />v <br />t J <br />MAX ASa <br />DESIGNP <br />PRESSURE <br />RATING <br />tP e• <br />MA1otALMi <br />ANCHORS <br />SPACING <br />FOR <br />MIN EA, <br />PER SCHEDULE <br />BELOW III <br />X>'DESIGN MR'41ME <br />µUol4UIj <br />.} <br />SOR <br />LEW <br />TAPCON <br />sajo-SET <br />10 <br />P <br />US <br />ZAMAC-TWLIN <br />GLLK-IN <br />TAPCON <br />SDLA-SET <br />fEWAiE <br />i5J1B <br />7 FO-NNLIN <br />CMN-NN <br />d ,LENGTH <br />1 T1OP" <br />) <br />m <br />m <br />m <br />To <br />m <br />W.— <br />To <br />commm <br />m <br />m <br />m <br />wom <br />m <br />CON-OWCgL" <br />m <br />tY <br />t 1 2 <br />/ <br />+A` "+B <br />1XR <br />LESS' <br />1Y <br />1S` <br />13' <br />lY <br />tY <br />}3' <br />- 7Y <br />93`- <br />it <br />?r <br />tY <br />tY <br />1 <br />5'-6' <br />GR <br />LESS <br />" . ^46 <br />TO' <br />+68,. -85 <br />1 Y <br />1 ' <br />3 <br />1J" <br />i 0` <br />7Y <br />t3' <br />- id' <br />1S' <br />tY <br />1 3" <br />Ir <br />ur <br />IY <br />tY' <br />IY <br />Ir <br />it <br />to" <br />t3' <br />13' <br />13" <br />13" <br />1 OOTTOM) <br />tY <br />13, <br />tY <br />73' <br />Ir <br />13" <br />1r <br />Ir <br />Tr <br />Ir <br />JY <br />111/2 <br />1 (BFIT ON) <br />it <br />i3" <br />Ir <br />tar <br />13, <br />IF <br />13' <br />IY <br />T3" <br />- <br />IY <br />- <br />(TOP) <br />1Y <br />i3' <br />13' <br />IS` <br />ir <br />Ir <br />tr <br />13, <br />13" <br />tr <br />it <br />it t/2 <br />2 (EMP) <br />tr <br />tY <br />fr <br />'1S <br />13' <br />13' <br />t3' <br />13' <br />t]" <br />73' <br />13' <br />t3" <br />'2 (BOTfW) <br />13' <br />tY <br />13• <br />tY <br />Ir <br />Ir <br />ST' <br />13" <br />it <br />7Y <br />U' <br />it i <br />2 (DOIT0} <br />tY <br />73 <br />_ <br />i3 <br />1 3" <br />U <br />f'.K <br />IY <br />7 3 <br />1 3 <br />13 <br />t 3 <br />IY <br />3 (O+P} <br />13 <br />IJ <br />1 3 <br />tY <br />A3 <br />i 3 <br />13 <br />iS <br />13 <br />iS <br />it <br />1 /a <br />tT4P } <br />72i <br />t24 <br />e 1' ' <br />f + <br />a / 4' <br />l <br />2 1 i2" <br />2 i.. <br />A a <br />f <br />- <br />- <br />6 4` <br />1 / <br />8 1 + <br />f <br />3 {Bona+ ) <br />- <br />_ <br />1 i' <br />x /2 <br />l2 ' <br />if2 <br />a14' <br />J <br />6 1 4 <br />/ <br />2 E /2 <br />21 2 <br />/.. <br />_ <br />- <br />e t +" <br />/ <br />6 i {' <br />/ <br />3 tiultwG <br />C <br />6 <br />B" <br />Q <br />6 <br />Q <br />16•. <br />6 « <br />6 <br />6 <br />6 « <br />*, <br />8 <br />a t /2 <br />4 (TOP) <br />6 <br />S 1 2" <br />l <br />d " <br />NY.. <br />6 <br />6 t ... <br />f2 <br />$' <br />7 9 %2" <br />r. <br />6. <br />a. <br />s, , <br />+ <br />8.." <br />_ <br />9` <br />- <br />Q• <br />._ <br />8" <br />,.. <br />6* <br />_ <br />6^ <br />DIOTIOM) <br />a' <br />_ <br />8•.... <br />w <br />- <br />I" <br />- <br />*.. <br />• <br />'I3 <br />9 ' <br />s <br />13" <br />1Y <br />Tar <br />i3" <br />i ' <br />3 <br />13" <br />t3' <br />13` <br />,Y <br />tY <br />6 NF) <br />13" <br />13•. <br />14" <br />IT <br />tr <br />13` <br />1r <br />13* <br />Ir <br />fY <br />I 1/2 <br />(MFI) <br />43 ` <br />T r <br />13• <br />i3' <br />13" <br />it <br />13' <br />13`. <br />13* <br />tr <br />13, <br />73" <br />-(BEt710NQ: <br />..13" <br />13• <br />1Y <br />IY <br />lY <br />i3` <br />"Ir <br />_Ir <br />IF <br />13' <br />Ir <br />131 <br />11 1 <br />Q <br />13' <br />13"' <br />'IY <br />IY <br />4r <br />IF <br />T3• <br />Ir <br />Ir <br />W <br />_,_, <br />73" <br />t3' <br />6'(f0P} <br />13* <br />13' <br />13" <br />13* <br />i3' <br />tY <br />:. is` <br />f.3`. <br />1S' <br />13` <br />1T <br />ti t,,i <br />B(tIN+) <br />- <br />6 1/4' <br />/ <br />6 t 4- <br />6 1 4` <br />B 1f4- <br />- <br />-. <br />- <br />- <br />'6 1 4" <br />8 If4•: <br />6 !•'.. <br />•- : <br />- <br />6 Ile <br />6 t/4 <br />6 1/e <br />6 1j+' <br />- <br />- <br />- <br />- <br />6 1/4, <br />g 4' <br />8 (Bi}1T:+•) <br />IY <br />S" <br />7Y <br />10 1/2 <br />IY <br />Y <br />II" <br />- Y <br />7 1/2 <br />5 1/2 <br />Ia. <br />4 t <br />1 : -) <br />>S`-8' <br />TO r <br />t+-4 <br />-i3' <br />6' <br />1r <br />IF <br />ti- <br />6 Ifa, <br />13' <br />6 177 <br />9 1/2' <br />a 1 <br />IY <br />S lfr <br />1 <br />TO <br />9-f <br />Ir <br />7' <br />la' <br />13' <br />Ir <br />9 t/2 <br />IY <br />9 1/2 <br />10 1/2 <br />4 112 <br />13' <br />Y' <br />I {60TTON) <br />Ir <br />7 lIr <br />Is- <br />f3` <br />Ir <br />to, <br />- tr <br />IV <br />At* <br />Q" <br />13' <br />6 lIr <br />I (BOTTOM). <br />1Y <br />a <br />13, <br />10 1/2 <br />tar <br />Y <br />Ir <br />7' <br />1 1/2 <br />5 1/2 <br />tY <br />4 1/2` <br />OOP) <br />13* <br />6" <br />Ir <br />13" <br />13` <br />a I12' <br />IY <br />6 t/2' <br />9 1/2- <br />6 1/2'. <br />IY <br />5 I/2" <br />!Cron <br />Ir <br />Y <br />13' <br />la, <br />13, <br />9 1/2 <br />1Y <br />S 1/2 <br />101/2 <br />7 t/2KI/2- <br />6 1/2^. <br />2 (60170M) <br />tr <br />7 l/Y <br />tY <br />13, <br />13" <br />w <br />1r.. <br />in' <br />it- <br />6' <br />it <br />6 ll:e <br />2 <br />14" <br />7* <br />13" <br />13' <br />Ir <br />9 I/x <br />,Y <br />9 T%2 <br />tO 1j2` <br />7 i/2'6 <br />1/2' <br />3 (1W+) <br />tY <br />7 t/r <br />t3' <br />tY <br />Ir <br />l0' <br />IN' <br />10" <br />it' <br />8' <br />Ir <br />a !/r <br />3 (TOPI <br />- <br />- <br />72 1/2' <br />12 l/2. <br />Q 1/4' <br />4 tj4" <br />I Tfr <br />$ Ij4" <br />- <br />- <br />6 1/4' <br />(BOTTOM) <br />- <br />- <br />12 t/2 <br />2 L/2 <br />6 1/4` <br />6 I/+ <br />E2 1 <br />12 1/2 <br />- <br />- <br />5 1/4' <br />a 1/4. <br />3 (BOTTOM) <br />Y <br />- Y... <br />Q' <br />O V2" <br />Y <br />3 1/2, <br />r <br />4' <br />4 1/2, <br />3" <br />3' <br />(TOP) _ <br />7 1/2` <br />r <br />S <br />r <br />P <br />4'. <br />M <br />4` <br />4 f/2' <br />3 t/2' <br />8 1/2' <br />3' <br />4 (TOP} <br />9' <br />S 1/1- <br />4 <br />Y <br />Q` <br />Q' <br />61 <br />S lIr <br />71Jr <br />(BOTTOM)13, <br />Y <br />U* <br />13` <br />lS <br />9 T/2' <br />tY <br />9.1f2' <br />0 1fY <br />T if2' <br />M <br />6 tfcp) <br />U" <br />B 1/9" <br />I3* <br />ID• <br />13" <br />to'le <br />I0` <br />11' <br />8" <br />/Y8 <br />1 <br />(b13" <br />13' <br />13' <br />9tJ2' <br />13"a <br />Tyr <br />0 if2 <br />7 1J2"a <br />!f2` <br />B (Q07mY} <br />l]" <br />6 1/Y <br />13' <br />13' <br />13* <br />70' <br />13` <br />4O' <br />11" <br />Y <br />1r <br />Y <br />7-I/2'.' <br />`+ tJ2"+ <br />I,w <br />Q (TOP) <br />1Y <br />ii` <br />13* <br />U' <br />1r <br />8 TJZ'. <br />3$ <br />6 1/2" <br />8 1/4' <br />6 14' <br />s (9On,*')14` <br />6T/4" <br />41j#': <br />-. <br />- SCE aim I I MR Amm" Tym E WACMO I" 'MSfAUI" Km wm fww 9WLDINa5. <br />a MI M OM NAtiOR SPAO0105 AND WNMM SIM 9PSTMICE W 1N0X'A/EO ON IRS SM*ME FOR ED <br />US$ It" NiMOATTD OR S0*UXX REOUOE AROHOR VM4'9Y "1II.YA4 VAOWO SHOO ON <br />071tE 9Y i1w FaLLOwMO FAoi6R6. FOX 110 tP!'ERA m 10 09 "OWL $010k O woo" <br />OSTM4D 1NNO FACMOR :iINLL NM 9t I= nMN NMNA" SAU21O L19iC416A FOR EACH Am*m 1' <br />ON 1F6 so"m 4E_ <br />ANCIM 1YtT1 <br />1/4S <br />t 51 <br />Iw* <br />14h <br />I/4S <br />i/4 <br />n <br />nua <br />IMWNIt} A/MAlOft SPACM6 lA,.) <br />3 <br />3 <br />S <br />3 <br />21/2' <br />2 1R <br />3- <br />3 iJY <br />9 <br />aQMBfE. XN IRQ <br />3 <br />31fY <br />3 ff2' <br />4 U7 <br />3 lir <br />4 <br />ACrAIL ME <br />FACTOR <br />asa <br />" x _ <br />ama1a <br />.... 3 I <br />- <br />,Ad <br />_ EO <br />- <br />1DO <br />tAO. <br />*• SPA�3NG5- tNAY VALID WHEN I6 USED SEE T 1 FOR MAX. AS.D. <br />DESIGN LOAE)S NM 1AAX, PANELSPACERG WHEN SPACER JUSED.. <br />n <br />_ <br />A". DESIGN f <br />40 PSF OR LESS <br />01-6' <br />> 40 PSI' TO 50 PSF. <br />6`-2- <br />> 50 PSF TO 60 PSF <br />5'-1'0' <br />A MAX. PANEL LENGTHS ARE VAUD FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS A: W SPACER AT 12 1/2' D.B. <br />--- --------=A1 (SEE SECTIONS k ALTERNATIVES ON SHEETS. 13, 14, i6 .4rt 6} <br />Not <br />3; UA17, R-to/t3, R-2A/13, R-3A/14, R-1Bjt3. R-2B/13,-R-3B/141 3' <br />1 R-JAW/15, R-2AW/15, R- SAW/16, R-#BMlj1S, A-2BWJ75, R-3BW/16. 1( <br />{ <br />© <br />© y 1 <br />I <br />I t � I <br />i2 I <br />1 <br />1 4*#-20XI"'S.S, 9)mlS Wj1 s i s ti <br />r 1 f r 1 (USE FOR PANEL LElNGtii r i ) ( ; MAR <br />I 1 �• ) I OVER 7'-B") PANG. LENGT}N <br />I i � �REGULNt 3TOFQ,1 PANEL I 1 { 1 I REGULAR STORM PANEL s'-a' d +40.1), -4NTA PAL <br />r (W/ OVMAP MD PANEL-LIMITH BOLT) <br />LIFE SAFETY STORM PANEL 1 f 7'-8' d +SQ:G. -5410 W. <br />` {w/O OVmm i� PANEL LENGTH WL.T) <br />A — 1 4 R- ,' ` - - - - --' _ 7 A � 2' B- kMH PANEL tEMOiH <br />j ZO. ., .._-., N -! - �"t;.#'_-: -f __'*`` AT.ALL <br />SS —TS W <br />VERLAF <br />A7 EA N7a. <br />, <br />1 i <br />_ <br />P f <br />° r <br />p,•l ° 4 - PANEL BOTTOM CORNETTS O I <br />PON d LIFE <br />1 ., <br />fr <br />CIF _ '� WIM: fiRtT AT—i EXTER19g t WlNG MVf AT. _. <br />LEFT PlVNEL RIGHT PAM! Y ipzt RMP41.ATH MS ONLY VALID FOR WIND.. <br />. CNN. - R-1A%13...R-2A/13, R-3A/14. - R-1B/13, R-20/14 R-M/14. t MN SPEED UP TO 170 in.p.h. <br />R-UAW/15. R-24W/15. R-3AW/t6.R-1BWj15, R-20W/15, R-38W116. - <br />-- - ----, NCttORS (SEE SECTIONS k KTERNATNES ON SHEETS 13. 1#, 19 1/4" NAAT: GAP <br />UEE SAFETY STORM PANEL 4'1') ELEYAT,ION M <br />SCALE 1/4"-l' tt <br />^�REOUWN 2-I r(DREGUTAR I <br />STORM PANEL (• CL475M t YA✓alE YNLEY) �' 570�1 PA9ND. <br />NIMNNN <br />MAX. LAP. <br />� <br />LIFE SAFETY PANEL z a 14 s FLORIGA BUILDING, CODE '.Non NI h Vtivcffy NMMOune Zone)'. <br />E. STON PAWL • <br />EXTERIOR B <br />Sf(r-j/ yWy?r momTElEsw Nc AGALVAND <br />L E0,., APROTECTION PRBDCTS, TLC. °? <br />SECI10N A —A "Wh-at3rt <br />SCALE 1/4'=1` POND it'kw-7DEFAC 1Sa0S-wN20-175h»r_r_ Mom' M.Iw+ .x Aaw s.Mw A.s OIGAY,O tp: <br />P.E SFXj iM7UlIE/OA1E w. cA tXtii ,44 n,E. mYF.w ow 12 or is <br />IN <br />TAPCON <br />R 0 9' 04, <br />4d9 O:C: <br />REO wj STUD <br />WOOD <br />N�71VE A_115 E $- II <br />id REGULAR PANELS] (,(F�iY PANk�L <br />174a, SCALE 3/aL(wNOS <br />1. INSTALLAM NN ARE ONLY VAUD FOR AS.O. DESIGN <br />PRESSURE RATINGS (P,s, AND PANEL LENGTHS AS <br />PER ELEVATION ON SNO 12. <br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD <br />MEMBERS TO BE SOUTHERN FINE No 2, W/ SPECIFIC <br />DENSITY OF 0,56 OR EQUAL <br />TAPCON 11.0 wa <br />it 4 9* ox. PUi� <br />(VAUD ONLY FOR PANEL©i INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS # & 5) <br />MAX. A.SA. <br />DESIGN <br />P E <br />RAnNr <br />tP.a:I) <br />MNLNAUM ANGNORS SPACM FOR WN ED PER SCHEDULE on -ow <br />,+u F <br />To <br />R <br />HLDOMIM <br />t NN <br />(n.) <br />1MX. ION <br />P <br />WING <br />tPA•iJ <br />"AIUM ANCHORS SPACING MR MIN EA. PER SCHEDULE BELOW <br />1 E <br />PANEL 1 <br />LENGTH <br />() <br />TN'CON <br />i�-SET <br />- <br />10 <br />P <br />U9 <br />ZNY6G-NNLIN <br />CNK-S+ <br />TAPE N <br />SpIBD-z£T <br />4E <br />)0 <br />P PLUS <br />7IMAC-W.BJN <br />CA K__w <br />§ <br />m <br />fl <br />m <br />m <br />m <br />m <br />m <br />m <br />To <br />TO <br />m <br />t0 <br />OF THEM <br />+75, -75 <br />tr <br />It` <br />tar <br />Ir <br />Ir <br />Ir <br />13' <br />Ir <br />Ir <br />12' <br />le- <br />IV <br />1 <br />§,- <br />OR <br />IPSY <br />+7Q. -76 <br />10 <br />+719.-1RL6 <br />is' <br />S' <br />13' <br />to 1/2 <br />13' <br />6 1/2* <br />1Y <br />6 ij2 <br />7 I/r <br />5 1/2' <br />jr <br />4 t/2• <br />t - <br />a' -a' <br />OR <br />LESS <br />Ir <br />it, <br />it <br />13` <br />U* <br />Ir <br />13` <br />lr <br />Ir <br />Ir <br />tY <br />Iw <br />T iAGt7oM) <br />U' <br />61/2`. <br />i1` <br />lY <br />T3` <br />C- <br />U" <br />W <br />10' <br />71J2' <br />,3' <br />6' <br />1 (WIT040 <br />1Y <br />It* <br />Ir <br />13, <br />1Y <br />Ir <br />Ir <br />tY <br />13` <br />tr <br />1]' <br />1O" <br />,ROT} <br />1Y <br />$' <br />13• <br />0. <br />l ij2" <br />t3" <br />61 /2' <br />13 ' <br />61 (Y. <br />71 •S't <br />/2 <br />/2 <br />t' <br />3 <br />t'2. <br />it *2.. <br />(TOP)- - <br />tY <br />Y [ ' <br />t3 " <br />13' <br />1 3' <br />AY .. <br />.• <br />53 <br />IY <br />I3 <br />t2' <br />73 <br />1 0 <br />2 ' N1f1TiOM <br />{ ) <br />t• <br />3 <br />Y <br />I` <br />3 <br />i Y <br />1Y <br />9%' <br />12 <br />0 Y <br />9 1 J?'•. <br />10 1 /r <br />T 7 l* <br />f2 <br />13- <br />-6 1 e <br />/. <br />2 (BOTTOM) <br />13` <br />Ti' <br />13` <br />13' <br />13' <br />i3* <br />- TY <br />t.Y ' <br />13"' <br />A2" <br />13' <br />O` <br />(TOP}... <br />13" <br />7' <br />73* <br />i#' <br />13 " <br />9lIr <br />/ <br />1Y <br />lIr <br />8 / <br />f2 <br />1 ' <br />7 /2 <br />U" <br />6* <br />3 (11� ) <br />6. tf4' <br />6 1/4' <br />3 (8o7Td(i <br />- <br />- <br />11/F., <br />1 1fx. <br />a 7/4 <br />6 1^ <br />2 ,,/1' <br />1f4' <br />- <br />-- <br />8 t/4:& <br />ij#' <br />3 (BOFiOM) <br />„ <br />6 . <br />, <br />e tf2 <br />r <br />6 <br />a' <br />lIr <br />4 f <br />-crop)o. <br />7" <br />3 <br />s` <br />5 1.. r <br />i2 <br />7' <br />3 1 /2' <br />6 " <br />r . <br />4 7 r <br />3 ' <br />6 1 . <br />f2' <br />1 21 <br />/ <br />4 GLOP <br />6 <br />6 <br />I <br />a <br />OOTfOMi <br />j 2 <br />6 <br />6` <br />Q12 <br />f <br />Y.. <br />oM, <br />( ) <br />13 <br />tT <br />13 <br />YJ <br />13 <br />13 <br />13 <br />U <br />13 : <br />,2 <br />- 13 <br />to*ow) <br />...:-...6 -.. <br />1f2 <br />13 <br />l3•. <br />i3. <br />➢ <br />73 <br />9 <br />tO <br />/ <br />4S <br />6 <br />) <br />13• <br />®it* <br />la` <br />l31 <br />13' <br />14, <br />U' <br />tY <br />13' <br />12, <br />1Y <br />JO` <br />(6iM04 <br />_l3` <br />Ir <br />r <br />is' <br />la <br />13* <br />$ 1Jx7 <br />t3` <br />9 I/2'' <br />0 Ufa <br />T tJ2• <br />t3' <br />6" <br />tNt%nMQ: <br />13" <br />11' <br />Tr <br />tr <br />rY <br />1Y <br />Ir <br />13. <br />it <br />1r <br />13" <br />Iw <br />:(top) <br />137 <br />S' <br />Ir <br />o 1,j2 <br />13' <br />9 1' " <br />I <br />b t/2- <br />7 1 <br />S 1/2" <br />fi3` <br />41f2" <br />(TOP) <br />.- <br />_ <br />6 44' <br />6 1/4 <br />6 114- <br />6.1E+" <br />'- <br />- <br />•' <br />- <br />6 1j4='61/4' <br />a (Ban?•). <br />_. <br />.. <br />a If4 <br />s 1/4'. <br />6. 1/4' <br />6 Ile <br />5 1 4` <br />61 4' <br />- <br />- <br />Q 1 4" <br />6 I/4' <br />a (NOTE*) <br />13' <br />Y1/2 <br />73' <br />tY <br />73 <br />Io" <br />SY <br />FO" <br />11" <br />6` <br />13` <br />- <br />$ Tf2' <br />1 <br />,�, <br />TO <br />Q•-o' <br />JL <br />lY <br />S` <br />i3•_'.101/a <br />13" <br />6 i <br />t]' <br />8 9 <br />7 1/2* <br />6 1J2' <br />t3' <br />41fY <br />1 ) <br />>S'-6' <br />TO <br />Y-6' <br />13" <br />7 i/r <br />1Y <br />1Y <br />1Y <br />A t/2 <br />Jr <br />to 1/1 <br />11 I/r, <br />a" <br />Ir <br />$` <br />t 0301,oM) <br />T3' <br />6 IJF` <br />1r <br />tr <br />1r <br />9' <br />Ir <br />0` : <br />la, <br />7 1/2' <br />13• <br />r <br />i (90TTOM) <br />is, <br />7 Ifr <br />1Y <br />13- <br />Ir <br />10" <br />1Y <br />to* <br />I1° <br />s' <br />13` <br />o IJ2" <br />a (TOP) <br />jr <br />5' <br />Ir <br />O 1/2. <br />13* <br />6 1/2* <br />tY <br />5 I/r <br />7 t/2* <br />5 1/2' <br />13` <br />4 I/2. <br />2 CMP) <br />ia' <br />7 lJr <br />Ir <br />1Y <br />13'.. <br />110 <br />13• <br />10 1/2'11 <br />1 <br />e' <br />tY <br />Y <br />2 {BOTTOM) <br />IY <br />Y <br />13' <br />1Y <br />ta- <br />9 1/21 <br />13, <br />9 t/2" <br />IQ l/2 <br />7 t/r <br />IY <br />6' T/r <br />2.(9o170ti) <br />13, <br />7 1/r. <br />IY <br />tr <br />13' <br />_,2 <br />I"Ir <br />13' <br />10 11r <br />it 1/2' <br />r <br />IY <br />r <br />3 {TOP) <br />Ir <br />7' <br />Is, <br />tY <br />it <br />9 tfr <br />13' <br />9 1/2* <br />10 Ij2' <br />7 11F <br />1Y <br />S' <br />3 MP) <br />2 Aft <br />12 1,/ <br />6 Ile <br />6 1/4- <br />12 if <br />6 1/4' <br />- <br />- <br />6 1/4." <br />6 I <br />(BOTTOM) <br />- <br />- <br />1/?'(72 <br />ff2 <br />6 T/4' <br />4 1/i' <br />2 t/2 <br />B iJ4 <br />- <br />- <br />5 Ile <br />t i/4* <br />3 (SOTIOM) <br />7 1/2' <br />3 1/2' <br />S <br />r <br />7 Ifr <br />4" <br />6` <br />4 1f2' <br />S" <br />3 1f2" <br />7' <br />37 <br />4 (TOP) <br />7' <br />3' <br />e' <br />§ 1/2` <br />T <br />3 TfF' <br />S <br />e <br />4 llr <br />3- <br />6 i/Y <br />2 T/r <br />4 CLOP) <br />Y <br />- <br />Q' <br />-. <br />a" <br />- <br />_ a' <br />- <br />8` <br />- <br />,r <br />- <br />14 tOOTWM) <br />It, <br />- <br />6 tf2`., <br />- - <br />a` <br />- <br />r <br />- <br />5 1J1° <br />- - <br />Y <br />- <br />4 (WITOM) <br />13' <br />7 I/r <br />lr <br />1.3=• <br />1r <br />10 tj2 <br />13' <br />l0 1/2 <br />11 tJ2 <br />Q" <br />k3' <br />Y <br />S (iTW) <br />'13' <br />$ tJx` <br />13' - <br />1]' <br />lY <br />9' <br />f3' <br />9' <br />10" <br />7 1/r <br />,r <br />r <br />{IGPj <br />13* <br />7 t/2'.. <br />13• <br />1Y <br />73 <br />IQ IA <br />1r <br />1O 1/1 <br />/ 1/2' <br />6' <br />13" <br />7" <br />(&17r01/) <br />1Y <br />Y <br />TY <br />18 <br />iY <br />9 t/2" <br />13` <br />9 if2' <br />0 #f?` <br />1Y <br />tf :. <br />it <br />t0 1/2 <br />11 1 <br />a° <br />tY <br />7' <br />6 <br />4` <br />QT. 4' <br />' - <br />1 4' <br />6 f 1' <br />Q 2=)l <br />Q Ile <br />Q 1 j1 <br />;& T j4` <br />Q (WITI-JI <br />SSE %W 1 i MR ANpr0R8 " k WAG" A* 9C41AW0010Na Will e000 At11NE WILDN1OS <br />! ON1111I1t AHGRR SPAONN4s AM0 wmw 1 OEtAKM ARE. mictoo ON T/Is SGrf,OVlt 04to, <br />66Ss 11" ,InwANEO ON 50WDt6E R &I*" 6PACM0 9v AMLTMI.AW 1014N16 SHOW ON <br />smiew d by NNE fOLL"100 Fvmm FOR Raw, QP1wA'i10k m BE POSMX "mum SPA4m <br />Ww= Lem FA" BNNN.L WT M LESS imw ww" VA"a 004m FOR "m ANCHOR WK <br />ANCHOR 74PE <br />I/r.. <br />N/4k <br />t1V5aN <br />sDM,-te'C <br />o <br />nNw^M <br />WWRM maw WA= am) <br />3 <br />3 <br />3 <br />3 <br />3 t/Y <br />2 1/2 <br />MANIAAIRA W6E G.�) <br />3 <br />3 1/2' <br />9.' <br />] <br />3 t/T <br />] <br />1ASfAMQ(ae3 wrbt - <br />3 <br />AG1U1l, sm ORnice qm3 <br />FACTOR <br />_-.• y t `^ <br />�- LAM <br />140 <br />- <br />I'm <br />TAP <br />SPACINGS ONLY VN.N "WHEN BRACER iS IfSED. SEE 1 FOR MAX. A:S.D, <br />DESTGFN LOAD NAM. PANEL WFEN SPA €R iS USED. <br />I= 91 A <br />_ <br />A.S.I. DESIGN LOAD <br />PANE1. <br />WIGTH <br />40 PSF OR LESS <br />6'-8. <br />> 40 PSF TO 50 PSF <br />W-2- <br />> 50 PSF TO 60 PSF <br />5•-ur <br />NS MAX- PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C. <br />l.• "f a d i.. R�. Bli�. C #X � w_. <br />3 <br />3� L11it77�;1 1i •Ga • , �; <br />L•t ,CF . c;. <br />3% SHEE75 15 A I6 FOR AtNpORS <br />AMCNOII TIE <br />1/4N, <br />TYPE A 9PACWO FOR WWALRO14 PRO ' <br />MooF A4FNDR ANP IANNSAix . <br />mOE )>d3TNOE ALE 6NLNCA791 0R 0 <br />4l5{ED4E FOR t0„ um Tdm MOM, ca <br />ON SCH ULE REDm ANCHOR SINIONG <br />TAPiNN <br />wow. mom WPzm #i.) <br />- S <br />ANRNIaea4s <br />'IAiIMR41EM1i •t µ?. wrcA NNLi <br />- <br />3 <br />1i1" MC6J91 uem SPAM W* Wm ON <br />SCHEDULE 6Y IK ITA1,010wi9 MCIM <br />FOR T1a5 CYERATVW TO a po"ImE, <br />REDUCED WIACIMe O$.0" TUBING <br />FILM SIAAIL NOT RE LESS 1HWN <br />AmwA, am 9LIIMNteE 43U <br />171N>t6R <br />,if2` <br />Iz <br />T <br />a" <br />WMIUM SPAFAO WDOVED FOR EACH <br />moctm Tt7E ON Ttl9 SOLOILLc <br />3 1f2' <br />- <br />rnNNJiETE. BtSICK REOURED. OH <br />WALL WOUN77NgS <br />I�iNlliryrNY_ SONG: 3/8-1* <br />MAX, <br />SNOTH <br />LVATXMN <br />ET t2) <br />INTO WOOD <br />r <br />STRUCTURES <br />--AEfWREDNEAOEA*: <br />i { <br />OUTING � <br />1 4'! TAPCON <br />A I d 6' P.G. <br />is <br />1 1 f <br />14! TAPCON <br />O 9' O.C. <br />t <br />•.-_..r <br />G[ASsp 'N eaUSw <br />GLASS <br />R.'-. <br />j -._ ! <br />DIAZ <br />41 .._._._,..,T <br />1" MAIL <br />LEFX1iH <br />ANEL LENGTH <br />LSE <br />A— <br />11 <br />T (SEE ELZIAiION <br />ON SHEET 12) <br />oN SHEET t2) <br />TO GLASS. '4✓ <br />I t <br />r i L2 <br />a- <br />i ♦ ICING as <br />GLASS. <br />i <br />w R i/� at 1 <br />�•- <br />x <br />4'4r <br />1 <br />L <br />25M4' 7;--tom, •iaf <br />2ir4` <br />REQUIRED <br />1i <br />REgUiREO 114'0 PAi4Et.MA1E Ptl+5 <br />i., ;, ) 1 ANCHOR 0 12 1/2' 04, <br />'*,. ) 4 <br />1/4 a, PAMeLMA'8E PLUS <br />'%diCtW4 d 12 1/2` O.C, <br />1G 1Q D1F[Fi 4: <br />s <br />YfALL 1�UNTINGS <br />sraLE 3J6=i' <br />I.uNIiNINHIp <br />$Y:°'''•,jCEN� ••.,. 'ice <br />1, INSTALLATION ARE ONLY VALID FOR MAX, A.S.D. <br />DESIGN PRESSURE RATINGS (p,I.i AND PANEL <br />L£iNGTHS AS PER ELEVATION ON MEET 12 <br />44167 ? FLORIDA BUILDING CODE Non High Veloalty Hu cons Zone <br />z 1t ; !Y .2OAD lama W_ 24 GAGE GALVANIZED STEEL STORM PANEL FaAwm.P. <br />-c1 STATE OF 444 Z �� .r..t.,r.:..r• ---- <br />PsyO ` 111LIEC0,111 . �Irrz <br />"c OR L PROTECT" PRODUCTS, LTC, <br />4W lONAt bt1 STIM <br />2, FOR NEW WOOD FRAME CONSTRUCTON; WOOD <br />MEMBERS TO HE SOUTHERN PINE Na & W/ SPECIFIC <br />NNNN1uN1111` f <br />xa wM:tlw, <br />nw" 1 N P/A <br />R s 6atEaAT <br />4 <br />-,n, wmxe 06+)c62-TSFa, rAu t961Ne <br />20-175 <br />DENSITY OF 0.55 OR EQUAL <br />,Yn, <br />ACA-mmill <br />Ins <br />rI « serr.w w <br />900,14 Nn <br />Pi. tA'A4JsMMMWRF+fP/'1a <br />X <br />Ar,) P#. TINT ': <br />mat, is M is <br />},d <br />N <br />N <br />cn <br />N <br />CQ <br />O� <br />U <br />N <br />a) <br />Q <br />0 <br />O <br />.�0 <br />cu <br />-a <br />o— <br />c <br />v <br />m <br />Q <br />M <br />»w <br />c <br />03 <br />0 <br />.?s <br />-� <br />v! <br />_^' <br />CD <br />O <br />co^ <br />O <br />C1� <br />N <br />e-.i ° - <br />c®.1 <br />A <br />C� <br />t9 <br />N <br />O <br />N <br />,1n <br />tyiA <br />t� <br />WCL <br />v <br />w <br />fA = <br />Qd <br />M <br />2 <br />cW <br />C <br />Q <br />z <br />Z <br />Q <br />J <br />SHEET NO. <br />SH 1.4 <br />