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Sf+M10E k .CANE f <br />Vl"-j Stx1FA8Ee: F.R, CALK-47 <br />OR 0.00 PAMEtNAtE:_ <br />k 'TOW FA9RR9m , <br />PrxTARED lobtxzl 0921 IE a ::p p'. aLOCE •; 601TDN OR' ARD,WTE aaS ()R <br />4 of m :oN .5 (j� SIEffF PRL77YO SGiEgllf5 �9 <br />PANEL ibM "C FRA VARES r S% 17! I fRWC T2WIiED ' ! iK ApW.ICABLf r 1D N 1t) <br />RMI w000. FRAME <br />a <br />rj <br />NOWRE, <br />. ... ,..,...._. <br />V(pyARfl•S '.'✓ 1",ht * � sati Wf +11C1YYME'D FRONT ae <br />,`✓WALL <br />j 5fitx. r (WAR " ENq PAMW <br />At ++ a,O.I D15rANFE "• •'=�,•"r <br />-__- ,/15 msSbDU3AkT= CASE G (PLAN) <br />r • P j> +%/� fly SWAY 1/4'-s. <br />4 TSOf •. A/ VALID FOR DULEt;T MOUM' INSTAL1A11QN ONLY & <br />(p CEPTi{}TEO PAN$ INSTAtiLAT10N AT WALLS Wf' <br />- NO, 44167 SURFACE LEVEL VARYT*NS VAHAN 314` <br />•^,Y�-� <br />s-:*; 1t FLORIDABUILDING, CODE Non Hi ^VMDa7 Hurue inns <br />CASE E l;PLAN) CASE E(P�1 s � � " ac 24 GAGE GALVANIZED STEEL STORM PANEI. T'R <br />SCALE'.. Ale-1. SCALE 1/0-1" y�,.E.f�(}RIDa ..�. 4301NNp or. <br />�.�,'!%r <br />y I GLOBAL PRIM0710NP UCTS, TLC. <br />Now <br />,� O Itt�9py <br />1 <br />' DWF FL=14 QQ„17 PJ <br />v uyn pRW € taaS wO 7646, FAA: LR6t)OAP 6?AT <br />aN+raa. aaaa AKr. ,a 61ax19HC Raf <br />P.E SFJa1aTE c6z{j «pR. a4 .r. s mM67' a E IR <br />(VALID ONLY FOR PANEL I) INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, 'ON SHEETS 6 & 7) <br />YA+Y A4.1) <br />DESIGN <br />PRESSURE '. <br />MAXIMUM ANCHM SPACING FOR E.D. - AS SHOWN WL SHEETS 5 t 7 <br />APP C.a91,E <br />L'CiANNIiTigN <br />OF 19EM <br />MAXIMUM _ <br />PANEL <br />�Ti1T+ <br />(R') <br />TAPDON <br />I.AQ SCREW <br />FEIIAtf A <br />P <br />WOOD 6USMING <br />Is- <br />1r <br />9a <br />IV <br />Ir - <br />w m <br />13• <br />13, <br />13, <br />iY <br />13k <br />iw {8{#7TOf1} <br />61r <br />/ <br />6 tz` <br />/ <br />e t / 2 <br />e i f2" <br />$ fa <br />{sqP) <br />$ T 4" <br />f <br />12 1 f2 <br />6 4" <br />f f <br />(eaTTr) <br />5 -tr <br />$' <br />9".: <br />B* <br />r <br />_. <br />L j <br />LESS <br />e' <br />_ <br />3W (aLTIIWI) <br />IV <br />13' <br />1 " <br />3 <br />` <br />13 <br />t3" <br />443" -45 <br />LE63 <br />ES <br />i 3' <br />1Y <br />3a` <br />I3 <br />a <br />w <br />18" <br />AS" <br />'T3" <br />1a" <br />8 f f 2 <br />W <br />Ir <br />13" <br />Ir <br />13* <br />8" <br />9W (ROL'LOMj <br />6 1/2' <br />6 1/2* <br />6 IfY <br />6 tf2` <br />6 Ilr <br />(1bP) <br />_ <br />Ilr <br />1 f <br />Cam') <br />_. <br />5 Q <br />TD <br /># Tf2' <br />4" <br />8 t/r <br />a 1/2• <br />4 Aft* <br />4 21r <br />r <br />7` <br />(BO11fTM) <br />t0 1/z' <br />9 Ilr12' <br />12'.. <br />r <br />W (TOP)' - <br />13* <br />1ST <br />I Ir <br />YY-_.. <br />a 1127... <br />PAN ($tlTTOM) <br />+ SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MkX" PANEL. LENGTHS WHEN SPACER "IS <br />USED, CORRESPONDING ONLY TD ALTERNATE 2W ON SHEET 5 <br />Ale* TAIL <br />ANCHOR & <br />rm <br />a <br />D, <br />ADES" <br />P <br />N LYi SHEETS � 7 <br />MAXIMUM ANCHORS SPACING Far %O. >e A5 SHOW 6 & <br />A'PPlE <br />+1 <br />O. IUM <br />-.. <br />PANEL <br />*! <br />(N:) <br />T - N <br />AP00 <br />LA6 SGREIR <br />FEMALE PANEVMIE <br />� <br />PANELMATE <br />tMdS <br />WOOD BUSNYNa <br />sa' <br />13* <br />tir <br />IN, <br />tr <br />8« <br />tw {r DPI) <br />61 fz <br />ei 2" <br />I <br />a } � <br />f2 <br />6 I • <br />t2 <br />$ 1 a' <br />f <br />DA>Pi <br />1z <br />bf!4" <br />($grrr ? <br />s <br />7" <br />7 f2 <br />6` <br />8' <br />(�T) <br />OR <br />tE66 ' <br />7 1-127 <br />$` <br />s` <br />8' <br />Sw <br />Ir <br />Y <br />13' <br />i a" <br />13' <br />it <br />445 -45 <br />7O <br />13" <br />1 3` <br />12r <br />Aa' <br />13" <br />qN <br />(� ) <br />Ir <br />,IV <br />1Y' <br />it <br />6 ifs` <br />tw (5p%1TdA11 <br />8 Air <br />6 1/2' <br />$ .f12` <br />6 1/2' <br />6 1/2* <br />PAN. (TOP) <br />a' <br />8 Tf• <br />12 112 <br />8tJ4• <br />(�') <br />>s• <br />TD <br />4 tfz` <br />.� <br />7 Ifs' <br />� 1f?'. <br />_ <br />(fop) <br />Pt` <br />AN 4/2. <br />a« <br />w <br />- <br />3W Omav) <br />1s' <br />tY <br />tY <br />13 <br />1a« <br />4w (sarroll) <br />• SEE TABLE f l FOR MAX, A.S.D. DESIGN LOADS & KAX PANEL. LENGTHS WHEN SPACER @ IS <br />LIED, mwo"dNG Owy 70 ALTERNA'LE 2W ON SHEET 6 <br />TtAtE aft <br />d <br />A,S,D; DES" LOAD <br />40 PSF OR LESS <br />6'-or <br />> 40 PSF TO 50 PSF <br />W-2` <br />> 50 PSF 10 60 PSF <br />5"-1 D" <br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS <br />W/ PANEL MATE 1D OR PANEL MATE PUNS <br />ANCHORS * W/ SQ ELIRQZ_ 1/2" O.C, <br />If <br />� <br />: <br />} 4'a-SPIV• <br />{A <br />A <br />S <br />)� <br />$E STEM 16--$ A6 FOR ANCIOAS TYPE Na W`M FOR <br />HSTAUATON5 IRO $DIRT FRANK 11400m <br />MAN" ANCHOR PACM&S AND MNWAA 8 'PrSYA1NAi , <br />AEtE R6X;;A1ER OM in SGiIEatAE. FOR LAP IaSS THW <br />CRBCMiEO 11 SCHddDIuiE ANDRAR 104010 6Y <br />ML6TPL'Ma 3PAOaa SIOWN ai. ScHaNALE ITT THE <br />TT Arn3as 11 OIORa FOR TtsAA OPENiA#f to A13arcED 3tMCDa UBIAbaED umN9 fAGmR 1DMU, Not BE <br />AE55 T" MMMUM SPFnaa Rumm FOR EACH ANCHOR <br />TTPE OF IRAN SC6mAE _.. <br />fAYHIA6111. <br />of4`v <br />ww <br />, 4"a <br />yR66AL AMNON 6FYCila: 00 <br />3 <br />3 <br />-MIim- nwuk, w <br />3 - <br />3 <br />3 <br />3 1/2 <br />naeAxnTAw t ww w" Od <br />WAMI" 1d,E$ M <br />PA6loe <br />7 t/Y• v <br />'ate <br />am <br />,m <br />4067 <br />.ai IA7EOF AM, <br />.2m <br />vim ac I 24 GAGE GALVANIZED STEEL STORM -PANEL <br />51f�R �'�#MfL I#IaLTAL4l±I <br />(VaWD ONLY FOR RANEL�3,T, INSTALLATIONS AS <br />MING MAX111t1iM ANCHi <br />LIE & CONCEM- PLOS <br />1 THRU B. ON SHEETS 4 & 5) <br />Wit, A.S.D. <br />RESIGN <br />PR F.53URE <br />- RATNd <br />(P <br />MAXNAUM ANf31ORS SPACING MR AW+i ED. PER SGiMAX BELOW <br />r <br />a:ANY:, <br />MAXIMUM <br />PA6NL <br />i 06L <br />,(. <br />(N•). <br />MAX, A3D, <br />"C"O" <br />PPAINriE <br />! <br />TLAT NG <br />(461.0 <br />tNu1R,$$T ANCHORS SPACM FOR MAN ED, PER SCHEDULE Omm <br />AP= <br />i SUM <br />If11dTN <br />.L <br />-0pm <br />SOUL-5ET <br />TIE <br />AN <br />8 7l1YM}-NAICIN <br />Gk i4-lN <br />xAPC{gi <br />::. _ <br />S4L� dET <br />O <br />P. <br />PLUS... : <br />_ <br />RAMAG-NIY <br />CALK-W <br />-TD <br />m7*D <br />m <br />t' " <br />Tst <br />..., <br />:Wt <br />CO&M <br />" <br />rf.. <br />OF 7HIDM <br />_ <br />t46..45 <br />TY <br />tS <br />t5 <br />13 <br />13 <br />13 <br />71 <br />t3" <br />Ta* <br />}Y <br />13* <br />i(wAp) <br />. <br />.t <br />. <br />L1Sa <br />: <br />:. � <br />,y'1 ....13•-. <br />t83 ---a5 <br />.. <br />t3 <br />13 <br />13* <br />f3 <br />-11 <br />AS <br />-13' <br />i3 <br />1Y <br />t3 <br />-1Y <br />(TOP) <br />tt55' <br />3• <br />fY <br />,3 •. <br />i ' <br />IS " <br />-#.3°1-'. <br />2 <br />Is- <br />I ' <br />Ax <br />1 3 <br />teanQNt <br />Tr :, <br />13• <br />13` <br />it <br />13° <br />is, <br />Ir � <br />Ir <br />tYid• <br />I-31Al2:T <br />(T�TTTTLt)Y <br />IS <br />tax' <br />73 <br />{ 3 <br />13 <br />F3'13 <br />' <br />4a. <br />133 <br />3` :. <br />1a <br />X 1 <br />13 <br />13" <br />T r <br />13 <br />1a <br />1 <br />1 <br />3 <br />fa <br />(TOP)1 <br />ia" <br />Y ' <br />a <br />13' <br />3 <br />. <br />1 <br />t <br />T <br />1 a` <br />3'7A' <br />11 <br />1"b" <br />T3" <br />Ir <br />Ir <br />I3* <br />IY <br />tY <br />13, <br />Is' <br />IY <br />13° <br />LTT7 <br />i1- <br />- 13 <br />I1 <br />is- <br />1Y <br />1s" <br />Ir <br />Is- <br />Ir <br />,3' <br />Ir <br />1t 1 <br />3 crop)1 <br />2 1 <br />2 / <br />3 -.4' <br />f <br />i 4"..7 <br />/ <br />{ fa* <br />-6 4` <br />/ <br />6 'i <br />/ <br />,� 80TTaAi <br />_ <br />a <br />2I <br />a 1: # <br />6 1." <br />f 4 <br />t2 1 fa <br />i2 1 - <br />f <br />- <br />1i 4" <br />f <br />6T4'31 <br />t <br />8• :- <br />B' <br />$`.. <br />6` <br />I <br />$' <br />8, <br />5. 5+ <br />8" <br />-5.. <br />7 Aj2. <br />4: (TOP) <br />$' <br />b <br />... <br />8`- <br />6' <br />6' <br />a 1J2*. <br />8' <br />i tfY <br />i!' <br />a' <br />9` <br />-." <br />a' <br />(0TTdN)' <br />$ * <br />_ <br />$« <br />« <br />* <br />_ <br />d " <br />_ <br />g <br />... <br />4 (90Tie)MM) <br />1a <br />t 3 <br />i 3 <br />FY <br />33 <br />11 : <br />#3 <br />13 A3" <br />t3 <br />!3 <br />1Y <br />(fOT1) <br />to <br />:X3' <br />i3- <br />P3 <br />13. <br />i3 <br />11" <br />i3 <br />1a <br />13" <br />L3 .. <br />/ <br />(TTLG)' <br />t3' <br />13' <br />Al <br />t3' <br />33_ <br />As <br />#Y <br />YS` 13" <br />,3° <br />13' <br />t3' <br />6, (60TTOAQ' <br />13 <br />/3' <br />13 <br />tY <br />iJ' <br />iS' <br />: 33° <br />t3' <br />1:3-' <br />t3' <br />tY-17 <br />9J2 <br />'.8gix'pM). <br />wa' <br />Ir <br />Ir <br />Ir <br />-4r <br />IY <br />13" <br />Is' - Tr <br />13•... <br />iY <br />13,. <br />-(TOP) <br />13' <br />tY <br />1r <br />Ir <br />13` <br />TV <br />is' <br />t3•.. <br />13' <br />11 if2 <br />8 8OP) <br />-._,- <br />,. <br />d1f4...a1:4. <br />8X a.8 <br />TJ4- <br />- <br />F-, - <br />- <br />,. <br />at.4.:67+$ <br />. . <br />_ <br />.: * <br />6.#.-at4 <br />ai . 4, <br />4• <br />B.tf. <br />- <br />- <br />- <br />_. <br />6 Ile <br />8 Ile <br />/. <br />86A, <br />11' <br />8 <br />1r :::: <br />is 1 fa <br />xr <br />7". <br />A3 <br />7• 7 1 2 <br />S w}`2 <br />1S ..+ <br />,fr <br />i-... <br />,-. <br />t1 <br />14',.i' <br />_... <br />IY <br />8 <br />1 <br />AS <br />7 . <br />6 1 <br />t3 <br />6 1f2 <br />0 I/Y <br />;6 tfa <br />Ir : <br />5 1 2 <br />A (TOP)' :. <br />1O . <br />Ord <br />t3* <br />7 • <br />r;< s <br />1 , <br />3 <br />i3- <br />A .:..3* <br />I2. <br />f <br />7 <br />9 if2 tD tJ2 <br />7 tl2 <br />tY - <br />-Ia' <br />6` <br />A.($diTdtj <br />5. <br />7'1/2• <br />id'.. <br />13' <br />,3' <br />wq" <br />13` <br />tR` <br />ii• <br />$`. <br />13' <br />8 i/2* <br />1 ($gT10M). <br />Ir <br />a <br />Ir <br />10 , <br />3• <br />r <br />..IS, <br />r 7 In <br />a INS- <br />4172' <br />(1OP) <br />YS`... <br />r <br />la"... <br />I3' <br />i3: <br />0 t/2' <br />: :1Y <br />$ I1r <br />9 Ale <br />'a (/'g"' <br />is, <br />S 91a." <br />a crap <br />i1' <br />r <br />11' <br />13" <br />it <br />9 1/2. <br />13' <br />$ 1f2 7D 1f2 <br />7 i/2. <br />,3' <br />6 A/a' <br />(Ew3TiaA) <br />AV <br />7 1/2' <br />13' - <br />tY <br />Ir <br />to" <br />-is* <br />10' <br />it' <br />Ir <br />13, <br />6 A/a`:. <br />2 (BDITOM) <br />1'J' <br />T3" <br />3d' <br />91/2 <br />-t3' <br />9 tf2 YD If2 <br />7 Tf2 <br />11 ` <br />8 tf2• <br />(TOP) <br />1 3' <br />7 1 f� <br />ti':. <br />13' <br />Y <br />1._ <br />ID' <br />33' <br />tO' <br />6" <br />l3 <br />a1T3 <br />/ <br />..:.; <br />._ <br />2 I,fa,i1 <br />tf4 <br />6 1f�t.....� <br />i.12 <br />}.. :- <br />,6 -f- <br />- <br />a 1f4 <br />1 <br />,6 li <br />,.(IAITPLOM). <br />_ <br />2t f2. <br />- <br />a 7 2 <br />f <br />8a4 <br />f <br />8! 4 <br />f <br />-.:.24 <br />A2 is <br />/2 <br />w <br />-. <br />dT 4 <br />614 <br />/ <br />(90T7dLI) <br />r <br />3• <br />«.. <br />a <br />a if2 * <br />7` <br />u <br />3 1f2 <br />6" <br />4a <br />*. - <br />4 4 w/2 <br />Y <br />'-._ <br />6 1/2 * <br />. 3* <br />�) <br />o'. <br />7 t/2 <br />a " <br />x . <br />8 <br />6 . <br />.. <br />r <br />4 . <br />$ * <br />4 ".. <br />• <br />P i a <br />„ <br />3 1l2 <br />8 <br />8 il2 <br />3 * <br />4 -. <br />:(LOP) <br />$• <br />_ <br />$•; <br />- <br />$. <br />_ <br />$- <br />-. 5 I.Ir <br />7 Tf2 <br />_" <br />4 (BDT111M) <br />$...:.. <br />- <br />5";_ <br />_• <br />r <br />- : <br />6,. <br />. <br />5 Ilr <br />- <br />1 Aft* <br />- <br />4 RAOROM) <br />#Y <br />7' <br />tr <br />tY <br />is, <br />9 Ilrf <br />taz <br />S 4/ff 01 <br />71 <br />Ir <br />e* <br />(TOP) <br />13• <br />a I/r <br />tr <br />lY <br />_ it <br />10" <br />it <br />10 <br />I 1T" <br />8* <br />13' <br />S if2' <br />d (TOP) <br />,7a <br />Ta * <br />.... <br />X3 <br />.a. <br />$ if2. <br />i3 „ <br />1. <br />9 f2" q <br />1 <br />7 %�' <br />1 1" <br />6 w ' <br />S...- <br />(aDTTOkT) <br />it <br />8 1 2* <br />/ <br />t3'.' <br />3-. <br />'r <br />to" <br />#r <br />40• <br />1I" <br />a <br />13" <br />$ i/2° <br />.... <br />, 040mw) <br />lI <br />5a <br />S <br />i3'.. -1k <br />1f2 <br />s3* <br />7" <br />9a" <br />7 7 1fa <br />d 1%2` <br />ta" ` <br />i 1l2 <br />6.. '(TOP) <br />43" :: <br />4 <br />Y3 . <br />:1.-- <br />lY <br />13-' <br />6 Ij2:: <br />13 <br />6 l2 <br />f2" <br />)/ <br />13 <br />/2 <br />(T P) <br />6 1f4 <br />- <br />�- <br />8 }f4::6 <br />i14. <br />6. (BOTT. ,) <br />8 , 4 <br />e 1 4 <br />&: 9f4 <br />6 L ♦ <br />6 13113 <br />: - . <br />SEE aw ti FON Atx s vo 6: Sty 3lRt #wAi3ekT" Km wom WAAK vimi!¢S. <br />• AWAAA4 MOM SPAM= AND WMMUM Ma 004M ARE VAIRA W CAIRNS SMORRE FOR It <br />L= Tta1tl. RMTOTED ON 6z41EDIRE RODU T A0*4DN SPdOW 6t Ml MINIA& &Me A SHOWN OM <br />$CAiEQUAX 5Y Tit FCIAANA a PAS, FOR'}AS OPCAAAXI i 70 FE MSML ANNAUCDC SPAM <br />DIT,'UNEQ too FAOCN SMU'. IMT NE L= LIMN MIMLNM VADRi4 NOWEV FOR PAC# ANCHOR TM <br />a TR6 SCIEOULL <br />AAIOF= 1YNE <br />} <br />7f4•A <br />:UuTib <br />NIPS <br />1149a <br />If{�! <br />,APDDN <br />TIMID-9Er <br />6aAf[AE <br />MINIMUM ANCHOR SPAOPO ki <br />3 <br />3 <br />1 3 <br />1 3 <br />3 i/r . <br />2 <br />A1NaAtNA1868. Lk1 <br />3 <br />3 11r <br />I r <br />3 <br />3 t/Y• <br />3 <br />6afARGC(CD.j iPnC .. <br />3 <br />3 1,w <br />3 31Y' <br />3 41 <br />4 T/r <br />; <br />an <br />- <br />- <br />mo <br />,. ' 1 ....:....... <br />t.0a <br />3.W <br />++ SPAC1= ONLY VALID :WHEN SPACER LS • SEE ?ALE �TS D.FOR <br />DSPACER �F 15 <br />EM WHEN LOADS & MAX. PANEL WHUSE- <br />(SEE SEOYiONS !R AI TfFIiNATN'ES ON SHEEP3 13. 14 7S Be16;V .- <br />I a, MAX R-tA/l& R-2A/13, R-3;Ar14, R^tBj13. R-ZBjt3" 9-30,, <br />+ »I* R-10/M R-24W/i5. R-•3AW/16. R-18W/1% R-20N/15i R- <br />O O 0 0 0 <br />Tf4° <br />r <br />MIL <br />0A <br />LL8 0• DESIGN LOAD <br />MU1XRlT <br />LIMM <br />40 PSF OR LESS <br />> 40 PSr TO 50 PSF <br />W-2` <br />> s6 PSF TO SO PSF <br />5'-Io, <br />A MAX. PANEL LENGTHS ARE ON VALID- FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS & W/ ( SPACER AT 12 1/2' O.C. <br />3' MAX <br />A. MAIL <br /># <br />9 <br />1 ` <br />1 <br />I <br />e <br />GLUSi4T8�1 PANELPANEi <br />{1-2, AFw* <br />USE FORbVE'R T-$A' <br />�4- <br />f <br />c. j§ <br />[ T <br />d 3 <br />1 a <br />_ � <br />f i t I i <br />Y <br />dQQ t I i <br />d f <br />1 <br />d <br />{ 1 { .=.. <br />i <br />YY jYT Y <br />i <br />PANEL FE SNrA�Q3p <br />.r.1 EST RMS <br />{1 <br />9 f 3 qq <br />V <br />i Y f T f <br />5,5. 'aOL1n ••+h i <br />AT S C i- <br />1 E <br />..,...y,:,L.,...-..._. f.t+..�...,..-�.}:+w=...a..ri14 <br />i <br />t {{ <br />i <br />a <br />T 1 <br />i 1 i <br />• I n <br />i <br />f <br />.._.....,..,...,,.-...+..Wi.w-wh.+.:.»,....�w..,,..�-..,,._d......,_ <br />1 <br />1 i 4 <br />4 L ) i <br />1 • F <br />) 1 ' i} <br />P 1 <br />t S' <br />! r <br />U <br />V-1A/t R 2A/13, R-3A/1A, R-i8/11-29/13. R-M/141 <br />_IAW/t5. R-20/t5, R-3AW/16. ��I/�* R- IOW/13. R-29YI/15. R-39W/19. <br />--,---...,,.,.gNONDR5 (5aE SMTONS k ALTERNATIVES ON. SHEEM 13, 14. IS k18Y-;+..-,--_,-.,..,._,,...,,-_.a...w..; <br />LIFE SAFETY STORM EANEL (1) ELEVATION (t) <br />SCAN$ 114"-1' �� <br />2.aSF' <br />SAWL � 73taLE WULYj. I <br />Ali <br />LIFE SAFLTY PANEL <br />EfffEw <br />SEU-12H A -A FN <br />SCALE 1/4'-1* <br />,.&WIAW L!!a►�RuA: Wrt R-w1B1V <br />to PANELS O LIFE SAFE71 PJ11mtEL <br />yyALt r�.4Ni1NG� <br />aC'ALE a/s-i. <br />1. INSTALLATION ARE ONLY VALID FUR AS,O, DESIGN <br />PRESSURE RATINGS (P-6.f) AND PANEL LENRRi5 As <br />PER ELEVATION ON SHEET 12, <br />2. FOR NEW WOW FRAME CONSTRUCTION; WOOD <br />MEMBERS TO BE SOUTHERN N6 2. W/ SPECIFIC <br />DENSITY OF 065` OR EQUAL. - <br />PANEL..IJ?!#ciH <br />Ij 6'-r a i 0A -40.0 PDX. <br />oVERiAP L16N PANEL tl]R2RH iR%T) <br />/ AT <br />O O 0 F. <br />tt (W/O OYp6AP MAY pANEl L.EtRGON 9CR3) <br />IX kE5'E 2AT A PALI.i1AGAN L <br />AT ALL L M WANITNffi <br />3 t INSIALLVIONS ONLY VAI.TI FOR WIND <br />SHEET! UP 10 170 MI;Lh. <br />REGULAA <br />ST03M pma. <br />TOM bat. <br />24 CAGE GALVANIZED STEEL STORM PANEL <br />'. <br />GLOBAL PR?T'ECTION PRODUCTS, LTC* <br />�7n <br />P <br />sw. 6t 7 t EET <br />AxT <br />�°s'. rr <-a1. <br />PAttxK: i€asto6 a Fbx� (wa+)�9-6mt <br />20-175 <br />MAY. <br />LAMM <br />VAUW <br />s 19) <br />(VALID ONLY FOR PANELQINSTALLATONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) <br />MAX. A,SJL <br />OE5M,h1 <br />.. LIRE <br />(p'A,s <br />AAXOMIUA ARCKMS SPACING FOR LAN LO, PER Si36.4ULE Dam <br />AAA MAR N.. <br />PIU4Ei:. <br />L.ENg1N <br />(n) <br />MAX. A.S.M <br />�8N <br />PRESSURE, <br />((Pff.).) <br />MAXIMUM ANCHORS Wi1M FOR MR ED- PER SCHEDULE SEIDW <br />� <br />ANY <br />MAxRl17A <br />L£N6ni <br />(n ) <br />T'ApCQN <br />: <br />SKN1R+-SENT :.. <br />PJI S3AA.LE <br />IO - <br />: PLUS <br />IAMAC^,fU4LM <br />- ^ <br />L%N,lf. iN <br />& ANF <br />.... <br />TAPOON <br />SOLID,-S E[ <br />P <br />PLU5� <br />3,1MRC-. <br />CA1K-�61 <br />tD <br />to <br />ro <br />Tp <br />mcomomt <br />m <br />C 11gFE <br />m. <br />MOKINUEDa <br />to <br />11 <br />w n6 <br />m <br />OF 1tp?i <br />Tk65, -65 <br />TO <br />78. -7g <br />13' <br />it <br />13' <br />it <br />Ir <br />w4" <br />13, <br />tY <br />1Y <br />12' <br />tY <br />IQ, <br />i. (m p) <br />.,$, <br />OR <br />LESS <br />5478.. -76 <br />TO <br />iliNuti$.a <br />-Ir <br />5° <br />13" <br />0 tf2 <br />- 13' <br />ff w/2* <br />_ Ir <br />6 il2. <br />7 1/2r <br />6 i'. <br />Ir <br />f 1/2` <br />1. - <br />W-8" <br />OR <br />LESS <br />1 3 • <br />Tt <br />13 <br />t3 <br />, <br />_ <br />YY <br />1Y <br />i 3= <br />Ir <br />tr <br />1Y <br />i0•.. <br />A G14T7Dm) <br />IV <br />01/2':. <br />i3'_ <br />TY <br />_..IS <br />'r <br />13` <br />,4,. <br />10" <br />7 iJ/'' <br />lY <br />r <br />I (6OT1mQ <br />t3 <br />Tt <br />13 <br />1a <br />to <br />1 3 <br />1 s <br />AY <br />73 <br />to <br />13 <br />1EY <br />(TOPS <br />to <br />S" <br />1Y <br />t t <br />O 2 <br />fa <br />a A f2 <br />13 <br />8 1 2` <br />/ <br />. 1 a <br />S f±1. <br />7 a <br />f2 <br />(GONG . <br />) <br />1Y <br />It• <br />1 3" <br />1 3 <br />"• <br />13 <br />Y3 <br />T3 <br />TY. <br />1 3* <br />1 2* <br />13" <br />, O <br />2 $aTtOM ) <br />A * <br />3 <br />7' <br />9S` <br />i Y <br />93" <br />6 t <br />t 3* <br />9 1 ..tq <br />f. <br />t f a" <br />T <br />7 12 <br />._. f <br />1J" <br />it" <br />tY <br />13' <br />T3' <br />1Y <br />1S° <br />la <br />13' <br />92" <br />13' <br />10• <br />(Tup) - <br />Ir <br />wY <br />9 w/r <br />t3^ <br />9 1/2. <br />7q 1/2 <br />7 7/2* <br />A3` <br />a* <br />3 cw) <br />- <br />- <br />12 if2 <br />a tJ2 <br />:5 ffC. <br />b 1J4' <br />12 i/2`(42 <br />T12 <br />- <br />- <br />6 1,4v <br />5 Ila• <br />J cdOTrUA0 <br />-- <br />- <br />2 t/2 <br />12 1/2.. <br />6 Ile <br />6 Il4' <br />- <br />12 tf2. <br />6 Vv <br />'- <br />t <br />8 iJ4" <br />61/r <br />3 (R6i1'OM} <br />$" <br />3" -. <br />d <br />8* <br />a <br />,F` <br />d` <br />6 1 $ <br />?' <br />: D <br />$ <br />4 tl2 <br />4 TTOp) <br />Y <br />a <br />$" <br />Al2•.. <br />7 <br />a 112.. <br />>r <br />t.... <br />i 1 <br />S•. <br />e I f2" <br />2: Tl2 <br />_. _ <br />4 (1f�) <br />a... <br />$ <br />.� <br />6 <br />4 (BGT`4GM) <br />8 <br />6 a. /R <br />$ <br />, <br />6 f2 <br />r: <br />LILTS INNS' <br />13, <br />tT <br />13' <br />I3 <br />99 <br />33 <br />f3 <br />Irlb <br />i2' <br />13 <br />70 <br />6 <br />13*..- <br />6 xfa' <br />i3` <br />#Y <br />- id* <br />9` <br />i <br />wJ" <br />ta` <br />10* <br />7 7.' <br />13*. <br />3 <br />S <br />is, <br />if- <br />IY <br />jr <br />tY <br />I3"... <br />13, <br />tr <br />is" <br />2" <br />13` <br />10• <br />La1Rm++) <br />13" <br />r <br />tY <br />13`... <br />t1* <br />S 1l2' <br />A3" <br />81f2'- <br />II IJ2 <br />7 ifa <br />9a' <br />8* <br />5 (ROY'f4M}. <br />1Y <br />it• <br />13, <br />Ir <br />tY <br />Ir <br />13, <br />IY <br />Ir <br />12' <br />Ir <br />10' <br />crop) <br />13` <br />r <br />-- 13" <br />70 T -. <br />AT <br />a Ill" <br />tY <br />6 1/2' <br />7 1/2• <br />S Ilr <br />13' <br />4 1/2' <br />(TOO) <br />- <br />- <br />6 1' 4' <br />I <br />a 1 e <br />f <br />a 1 4" <br />a: } 4" <br />•- <br />- <br />- <br />- <br />$ Ef4`. <br />6 1/4' <br />8 (eQTt") <br />_. <br />_ <br />6 tf4' <br />8 Tl4':8 <br />Y 4• <br />d 1f4*- <br />8.1J4" <br />$ Ile <br />- <br />_ <br />$ 7/A' <br />6 9J4• <br />a (aafT:"*): <br />13* <br />'7 1l2 <br />iY <br />Ir <br />fa <br />IV <br />,3 <br />w6. <br />it <br />a <br />11. <br />6 1/2 <br />1 :. - <br />TO' <br />6.'O" <br />Ss <br />-.5' <br />1a <br />O 1l2 <br />Ir <br />6 i <br />13 <br />a <br />7 i <br />$ 1fZ` <br />IY <br />(T <br />,. <br />> <br />TV. <br />13' <br />7 1/2` <br />13" <br />13' <br />t3" <br />t0 rt/2 <br />43" <br />ITN 1/2 <br />Al 1(2" <br />a' <br />13* <br />r <br />1 (6aTtdM) <br />,3" <br />a 1fY <br />13• <br />13' <br />wa" <br />$' <br />t3` <br />$* <br />: f0" <br />7 1l2* <br />13' <br />-8' <br />1 ($:. <br />13' <br />7 1f2' <br />13" <br />13` <br />13' <br />1M <br />73• <br />w0' <br />11« <br />9' <br />is' <br />a !/2' <br />2 (TOP) <br />t3"-.. <br />.3' <br />7J* <br />tl A <br />13" <br />d 1/2` <br />1Y <br />a Ve <br />7 IJ <br />6.-Ile <br />AV <br />4 Ilr <br />2 DUG) <br />13' <br />7 1j2' <br />,3' <br />AY <br />1S' <br />AO i/2 <br />7Y <br />O tf <br />1 t <br />d` <br />13` <br />- Y(BOfTOM) <br />13' <br />7' <br />13" <br />13* <br />13' <br />9 1f2' <br />,Y <br />ti 1f2' <br />la 1 2" <br />7 i/2' <br />1Y <br />6 1J2' <br />2.(&71TOM) <br />• <br />3 <br />I 1 • <br />/? <br />to <br />r <br />73 <br />is- <br />8 ,- f <br />t 3• <br />10.9 2` <br />/. <br />IA Ilr <br />fs -.: <br />8° <br />t3:" <br />7' <br />3 (xqP) <br />As, <br />7' <br />lY <br />Ir <br />ta' <br />S Ale <br />13, <br />a Ile <br />10 11r <br />7 TIr <br />13' <br />8• <br />3 <br />- <br />- <br />2 1/2. <br />12 Tf2 <br />$ i/t <br />8'Tf4 <br />'2 I/2.6 <br />1 4 <br />_. <br />- <br />6 Yf4 <br />$ if4 <br />3 iUQl'rAh4)'' <br />_: <br />3 1f2.A2 <br />t /a' <br />4 <br />6 f4 <br />7:. :4. <br />6 f <br />2. 1 2 <br />/ <br />6 1 4- <br />% <br />- <br />a 1 4 <br />/ <br />'1 4 <br />S f <br />3 ($O1Tc7M): <br />. <br />7 9/2 <br />3 1f2 <br />9 , <br />6 <br />71/2' <br />4 .. <br />e <br />4; Air <br />/ <br />a * ' <br />3 A 2* <br />/ <br />r <br />3 * <br />4 'crop) : <br />T, <br />Y <br />d". <br />9 1 " <br />/'H. <br />7" <br />3 Ilr <br />8" <br />3` . <br />.4 112" <br />3` <br />6 1/2' <br />2 4/2° <br />d' <br />_ <br />e <br />_ <br />r <br />_ <br />- 1. <br />- <br />a' <br />a" <br />- <br />4 OXYTRAM) <br />Q".... <br />a..1/2' <br />,::. <br />_ <br />5 }/2* <br />-..... <br />. <br />71 <br />_ <br />4 (80di'4Li). <br />t3' <br />7.vr <br />Ir <br />13• <br />13' <br />O i/2 <br />13' -' <br />Q_ 1/2 <br />11 1J2:,. <br />a' <br />Ir <br />r <br />S {tap) <br />S3* <br />4 1/r <br />13". <br />7Y- - <br />Ir <br />97- <br />13, <br />r <br />to" <br />?. T/2' <br />AS <br />a" <br />(w)13, - <br />t ' <br />i <br />3' <br />D 1.2 <br />73" <br />TO i <br />1 t 2•. <br />$" <br />53«. -. <br />7` <br />(89ifOM). <br />13* <br />7• <br />11' <br />13` <br />I3' <br />9 7/2" <br />13' <br />I Ali' <br />to 1/2. <br />1 I/Y <br />tY <br />r <br />5 (6 n--q <br />-....: <br />* <br />93 :.,"i <br />*:. <br />1fa: <br />. 9'3 <br />13" . <br />E�? <br />Y3 <br />as fa <br />}1 , <br />8. <br />13* <br />7 <br />6 (1dP) <br />,3 <br />Sk <br />t3" <br />:i3` <br />$ t/+•, <br />1.J" <br />." <br />a fr(2.:7 <br />iJa' <br />.. ,, <br />$ f/$ <br />15 <br />{,} ,/Z" <br />(f1Aj <br />',6 iJ4` <br />6 1.4 <br />-IV-` <br />t <br />6 4 <br />5 1 4 <br />- <br />'..-.. <br />6 1 R <br />8 1 4 <br />/ <br />a ,. ) <br />R l 4"a <br />1/,k. <br />a x 4 <br />a 1/.. <br />6 <br />L6g1T <br />SEE wt3T 11 FOR M CHOR'6.TAPE At S!ACikQ MR OWAAS iT" 500 KNOW FPNAE <br />+ 1MANNW Mx 014#105 AND MRRYUH LOSE VIRAOM ARE A WIN, ON 1Mi SMOULL ANN f.A. <br />ME Ai" NaGOi9 IRT SCEI a Room Amour PAC" & MUAlfty d > AMA &NORM at <br />Sam" ANY LIE FDLAORRRD FACTORS. FOR THAN OPiKUM TO 6E , 9FDl10E0 5PACW <br />W NNJM u9atD FA w SHAU. MT W LESS TAR MNGMUM SPACING pawn FDR FAG31 ANCHOR IYPE <br />OR TAM SCIECTAi <br />t/4`. <br />w/4'a <br />t i j1 <br />N 4ii <br />t 4S <br />1149 <br />Now <br />Aa/a6A1 Am:wR wAam (No <br />3 <br />3- <br />i <br />3 <br />2 I'm <br />a t/2 <br />WJIMMUM MR <br />64 <br />7 <br />3 vlr <br />rp' <br />3 <br />a 113" <br />3 <br />JAMIANCE"'I : <br />irm <br />3 <br />3 i/3• <br />3 t,Na' <br />311a <br />3Ile <br />4 <br />DOE.. <br />O. <br />PACTaW <br />. <br />** WPONGS ONLY VWLID WHfN <br />SPACER AS USED. SEE. T JE 1 FUR MAX, ASD <br />DESt(;nr LOADS & MAX, <br />PANEL WHEN SPACER IS USED. <br />T c <br />J1 A <br />" <br />"a DE m LOAD <br />MLENGf lam' <br />40 PSF OR LESS <br />- 8'-5` -.. <br />> 40 PSF TO 50 PSF <br />8'-2- <br />> 50 PSF TO 6a PSF <br />W-10, <br />A MAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS <br />VI/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C. <br />INSTALLATION DETAILS FOR UFE SAFETY EAN <br />INTO POURED CONCRETE OR CONCRETE BIOK STRUCTURES <br />pp1L2571NO.,Ea 7l4•+ xMOOR.-T..._ � p�1SRNC Pt'alREa 1f410 7APCDN�,- <br />ANCHOR # a` Q;O. ;•"'L`ONCREIE OR 7iMIGHaR 4+' a.O, 1 1 E9NCRETE: OR ANCHOR <br />6E 6*aGT ANaitgR d 9" O.C. OR <br />ff toIAORETE B1,OGi / 'CONCREIE atom CONCRETE 9LOO11 Q� ow" <br />REOUIRM. I"DWIREO, REOLRREO. REQUIRED. <br />'• 1 2' 1/4" i .. A a' 4• t%2* ' '} 4"MAX. <br />f T <br />- { - <br />E.D» r' ; E.O,+ <br />•r r t i, _•.. i I <br />{ I 1 1 6 <br />n <br />1 <br />L t <br />pp L R N^SWARA7O <br />!! N <br />1 A tE-,zae • E% <br />9 �A-2AR 20+. r <br />Ex�n TO l^tA9% R 90 CLASS. <br />119 a I <br />1�,� s6i15w 1xa R I T:S. IO.TS 11 tb aGLiS 73r15'R � GLASS_ <br />t <br />AT 61. AT li.. A5 1 Al TA Ot D+R1z.N� O <br />11.. ,.,. ..: .,•'+.. _P::.--. .. F4R i n i 1 I 1 7--r <br />) F <br />I �I <br />i- <br />i <br />s <br />i <br />it _I �z <br />11 I t 1 1: <br />1 ' LLAx_ <br />i 1 <br />n _ 1 <br />1" LEN L "� MAX. <br />i I PANEL <br />-I=_-r--. f" PANEL LE310Dtl <br />- p LENG7IN R 1WRFL VAIN a D t - <br />Y <br />s,-,--�-_ -- - -- • 5EE ELEVAIWN A N E3EVhTON - I: SEE E1EVA1}eNA <br />_ ELEV Tt0 A SEE (. n <br />I ( <br />IONs z n t <br />6 I Y NEET 1) <br />5 ET w k ON MEET 2 ON SHEET 2) <br />2) ,�r $ ) II t Mln R`r- __..� <br />11f-"SEPAPAI&3AF I , d � ._.� .._, ., _ .� { Ir-3EPri1AYkDN f. :. yy ..�._. ...... <br />T7 C(A,S. 4 t 0 td OLAnB, I <br />5 j <br />1 <br />3 <br />t 1 <br />I T 1 <br />i <br />1 <br />1 I r t <br />k' <br />A <br />I ! <br />i <br />171a' 12 }it OCR <br />Ea <br />US. <br />r-._,....,,,..1..-...,.__�.r <br />1/_...__..-.. .n_..i :ESL t''• ."' S�'i D4• <br />6wIS w RAt13'1F Ms <br />04. <br />/4•R IAROON I 4.6 TAPCQN--!N tf+•e IAPCON /4'v TAPWN <br />ANCHOR a a* ox- i ANCHOR a Ar CD, ANCFidR O R• O.C. > ANCHOR 0 9. O.C. <br />! WAKE; PgdRE0 OONCREIE-DR J E%TSxING POUREQ _cowcRETE DP Mq PatFREd CbNCRm. OR EOSRING POURED CONC9iM OR <br />NORM BLM REWREO. �L"aNCREfE $WC9( R£CnJIRf% �-=*A 6.111 REavmmQ �'""�37NCREfE $LOCK REOOIREO. <br />R-mAS�sCnN R-� scTwN-38 <br />i t LIFE SAFETY PANEL d uFE SAFETY PANEL <br />WALL ►1STSU.E W/ ,NIM MtALL MOUNTINGS <br />3/11�Y '0+•"�11ftf," A Srsif :lJd-1* <br />AN AN"" ANCHOR Tft <br />w s'' <br />FOR , 44 67 "; E FLORIDA BUILDING CODE oLon Ht h ieiw Hu mid Zone <br />*; <br />STATE OF - i Nna2G 1xFEC0, nla Y4 CAM GALVANIZED STEEL STORk PANEL gum ert <br />': <br />A,rS��OR _ 1 F.C O INC. GLOBAL. PROM N PRODUCTS. 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