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oz iR• ET 4 1. 3 A!4 <br />WALL AND MB MOUNTING INSTALLATION FOR <br />NlU <br />SMICAETC <br />tR 9'N <br />_ SPLIT PANELS <br />r <br />EE <br />CtWtE <br />I <br />MOM. + <br />on <br />2. �. A, ,P[... _ _ a P- Rwzk 9471M <br />��, <br /># <br />t• t• <br />NMtioN <br />,1w, MR'B <br />t• <br />mrce of WALL1• <br />1" ti'E,"�1°`R Y1 •OROIYRwfo 4• C' atr. tx"Ca xi. <br />' <br />�RIX <br />' <br />4 i/2• x NiIDMDaf« NASMI <br />I <br />i <br /># <br />I <br />f <br />a <br />i <br />AT)ON <br />f'- e,aEt e <br />� <br />,Ej <br />I'm a s Mn aY39 <br />1 <br />1 <br />i <br />BCALEt i/4• : 1• tM�4��ttFr�x�,�tt ' • 4 _ 1 <br />ACTeRAalte�#. <br />mom <br /># <br />R r OA Y ` `• OR <br />rAeoT •. <br />7 <br />D.twL AAALBN <br />t rK t/ <br />l a m 1. 7 IM. roP t� Q 1/Ym w/Y• t• <br />c"MON - SECTION Y-Y <br />w SHALE t/4"=1" SCALE 1/4'-I' <br />MOOOO <br />YUWON SCNEDLILE <br />a W7 <br />Mm1. MULLION <br />MN (PT.) ' <br />REDUM he.. <br />7123E MULLION •• <br />4 4•-r <br />2• It 3' x Ile <br />a 4•-r TO a•-e <br />2• x e x 1/47 <br />x 4'x t 4• <br />•1 j swam a1. x A 4 i3Ts a A s) �J -.--• wWEt 4 gp W- 0" T p � <br />4 lIP 70 VIM « -�2.t3 � .tF.PRF�ws Wool <br />SEC1nQN 1 L 4s . aFwom <br />SCALE 3/-I` <br />NOTE: MULLION CAN ALSO BE INSTALLED w/0 STORM PANELS ON 70P <br />OR BOTTNA $D TMT:S IS LOCATED A7 70P OR 807tOM OF oPEFASIC. <br />{DIE PANEL OPENING w/ TUCK toP & BOTTOM) <br />ANCHM W010OW $DIM L <br />2 <br />MAXIMUM A.S.D. DMGN PRESSURE RATING (p,s•f.) AN12 CORRESPONDING <br />MAXIMUM EMEL MOM w w <br />main nwv EYT9 PA nmbi. li in As PEAL SFCMNQ t tNIN1 to iW 64pi'RL. AL 4 "A <br />�pEM9AKW6MIUM as8. <br />Mox. LEnatrl <br />+$$A -72.0 <br />- <br />T-S OR LESS <br />2 1/4 <br />L WOLM <br />T 11BU a a 7 <br />+SSA, -723t <br />17'-6• TO 3'-8" m- <br />2 3/4' <br />U IOL7ED <br />1 Reel a & 7 <br />♦33A -72H,: <br />ae-r TO It'-2* Max. <br />2 tj/' <br />" <br />6 <br />♦43.3. -43.0 <br />12`-4' OR tffiS <br />3 112' <br />• <br />8, 9 e 19 <br />• BNTED W/ t/49-2i41. 45. MS A. YRriRR N Q~ R MOLEN IN OF AMIL <br />t4Atln Orin FOR NAImmtri'IA 0 mmuruiA7mm As a9R gminNs t nwi 7. nM ASNFSIS A. A m <br />94XUM A&D <br />OE91NK <br />TM J <br />MAXAWAt ANCI 5 VACIWI TOR Ea . 3 t/r - - <br />APPLICABLE <br />§ / i <br />ANY F THEM N <br />mumum PANEL <br />LUIOTM t• (f#.) <br />TAPwit <br />O. mW_wP <br />Cale-w <br />PNiLWE FOWBL O <br />PANnwrz T <br />m coNrnL7E <br />TO <br />13 <br />ro aoMCREB <br />TO <br />m CONCRETE. <br />C <br />am <br />TO oO"CW'11 <br />70 <br />SLOX <br />m aaADRE1e <br />CARM <br />BLOCK <br />r <br />WA <br />WA <br />N/A <br />s' <br />N/A <br />r <br />NA <br />s'. <br />NA <br />i (Tm <br />r <br />5` <br />WA <br />WA <br />r <br />r <br />3` <br />Ir <br />a <br />6" <br />I {Born I). <br />fr <br />WA <br />N/A <br />WA <br />w <br />N/A. <br />6• <br />WA. <br />s' <br />N/A <br />2 mn <br />r <br />- <br />WA <br />WA. <br />WA <br />a <br />WA <br />a' <br />WA <br />r <br />N/A <br />2 {#NJ mo <br />t8S6. -72.0 <br />r <br />WA <br />WA <br />WA. <br />a <br />WA <br />r <br />WA <br />r <br />WA <br />3 4; 4 TmP) <br />Y-6` OR LESS <br />anLESS <br />r <br />6' <br />WA <br />WA <br />e• <br />r <br />r <br />r <br />r <br />r <br />3Isonow <br />r <br />WA <br />WA <br />WA <br />r <br />N/A <br />r <br />WA <br />6' <br />N/A <br />I (mn <br />r <br />a• <br />WA <br />N/A <br />r <br />r <br />e• <br />r <br />r <br />.. <br />6" <br />: 4 A I OUM04 <br />WA <br />N/A <br />19 1/7• <br />: s I/A- <br />12 1/9- <br />6 1/4' <br />8 I/4` <br />a 1/4" <br />s #/4' <br />S 1/4" <br />B , <br />SEE >dEEli 10 A 11 FOR ANd406 TM A SPACING FOR I1 MAIAT" NM WOOD RANT HLISAIRIO. <br />I411e101 NOW 9 MCNIS AND LM kW EDGE USTANCE ARE *BMW ON m4S SCM1EOIAL FOR EA. LESS <br />%AN e>0171M ON SCWEMRC <br />FOLLCIONGREDUCE ,YWYgR 9P/L'elO aY NA7WLY110RMUCE64ALSLP SNOW OR 1in1E0UlE TORIn <br />9 L t1 � iMAMNN 0000 NoWATE/CO M ANCHOR Tar AT A40WU LICEM <br />mom TR <br />1/4E <br />i/4•A <br />1/4E <br />1/4E <br />1/4•a <br />1/4E <br />WON <br />OF mP-4b <br />am" <br />SILT-!R[ <br />WF AHOWR vmm Owl <br />44��,� 041111iL. dp,t' <br />RAAxnH o.+ra Meoe lei' <br />3 <br />s <br />3 <br />3 <br />] <br />3 1/2' <br />S <br />3 <br />it,/4 <br />31/2 <br />91/Y, <br />tow80. ¢orLD�6vp <br />nlagt <br />II <br />Y iJZ' <br />- <br />- <br />33 <br />BEs <br />r <br />im <br />140 <br />,.00 <br />A <br />y, <br />t,OO <br />fm <br />fb6 <br />(VALID ONLY FOR PANELS11�ir QtA1. DWALLATONS AS PER SECTIONS 1 TIRU 10. ON SHEETS 4. 5 & 61 <br />MWAAAA <br />YAKIMUM AMi-" SPACING FOR ED. - 3 t/r - - - <br />A OI On". N <br />TMCON <br />CF 7w-CRP... <br />CALK -IN <br />PS03 MTE FDA" III - <br />PANamm PLUS <br />Bd10 IV <br />mp-ow TO <br />$Ectod fkPRESSLM <br />/MxKN,LN PANEL <br />RIA <br />RAT44 <br />TIIr, <br />To ommom:' <br />TO <br />C <br />TO CONCKM <br />TO <br />m Carmm <br />_ <br />To <br />To C" Em <br />10 <br />CAL <br />m CORCRETE <br />TO <br />C m <br />m <br />To Comear E <br />10 <br />0 7E <br />ANY t omom mom <br />Ow LPN <br />LENOWI "L" {a) <br />6• <br />N/A <br />N/A <br />NIA <br />6' <br />N/A <br />6• <br />N/A <br />r <br />N/A <br />N/A <br />N/A <br />1 (TOP) <br />$' <br />4" <br />N/A <br />NIA <br />8` <br />8' <br />r <br />6" <br />6' <br />tr <br />N/A <br />WA <br />I i (BOTTOM) <br />11 <br />N/A <br />NiA <br />NIA <br />8" <br />NJA <br />8" <br />NIA <br />r <br />N/A <br />N/A <br />N/A <br />2 (TOP) <br />6' <br />N/A <br />N/A <br />NIA <br />6" <br />N/A <br />5- <br />N/A <br />5• <br />N/A <br />N/A <br />R/A. <br />2 (BOTTOM) <br />55.3, -72.0 <br />6" <br />N/A <br />N/A <br />N/A <br />r <br />NIA <br />6' <br />#/A. <br />6." <br />N/A <br />N/A <br />N/A <br />3 & 4 (TOR) <br />>7''-S" TO 8'-8" <br />OR LESS <br />If <br />4• <br />N/A <br />N/A <br />6' <br />6". <br />6• <br />61. <br />6' <br />r -. <br />- N/A <br />N/A <br />3 (BOTTOM) <br />8' <br />N/A <br />NIA <br />N/A <br />6• <br />N/A <br />6' <br />N/A <br />8" <br />NIA <br />N/A <br />NIA <br />7 (TOP) <br />8" <br />4- <br />N/A <br />N/A <br />8` <br />6" <br />8" <br />6' <br />6` <br />6` <br />NJA <br />N/A <br />4 & 7 (BOTTOM) <br />N/A <br />NJA <br />12 1/2` <br />6 1/4' <br />12 1/2- <br />8 1/4` <br />6 1/4` <br />6 1/4• <br />5 1/4- <br />6 1/4- <br />N/A <br />N/A <br />5 (TQR/BOT10M) <br />50.0, -53.3 <br />N/A.... <br />N/A <br />12 1/2- <br />6 1/4' <br />12 7/2• <br />6 1/4" <br />6 1/4" <br />a 1/4- <br />6 1/4- <br />6 1/4" <br />N/A <br />N/A <br />6 (TOP/sorrou) <br />8'-6" TO 11:-2' <br />55.0, -'72-0 <br />N/A <br />N/A <br />6 1f4" <br />NIA <br />8 1/*- <br />N/A <br />6 1/4" <br />6 Ile <br />6 1/4" <br />6 1/4' <br />N/A <br />NIA <br />6 (TOPE P/B0TT0M) <br />' t-W TO 1.1E_2". <br />N/A <br />N/A <br />N/A <br />NIA <br />N/A <br />NfA <br />N/A <br />N/A <br />6 1/4` <br />6 1/4" <br />6 1/4' <br />6 1/4' <br />to 9, IQ (TOP) <br />,Ay& -48.0 <br />6' <br />4" <br />N/A <br />NIA <br />N/A <br />N/A <br />N/A <br />N/A <br />6" <br />6" <br />6 1/4' <br />6 1/4` <br />6 (BOTTOM) <br />OR LESS <br />fr• <br />4" <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />NIA <br />8' <br />6' <br />8 1/4` <br />8 1f4' <br />9. (BOTTOM) <br />12'-4` OR LF54 <br />N/A <br />NJA <br />N/A <br />N/A <br />WA <br />N/A <br />N/A <br />N/A <br />6 1/4' <br />6 1/4' <br />8 1/4" <br />6 1/4' <br />10 (BOTTOM) <br />SEE 94MM 1% tl AND 12 FOR A TYPE a SPACMB# TOR 04TAL AFICKS 000 WOOD FINK BLADW <br />Moo" ANCNOL "A"MS AND ENMNN OW OSUttt ARE NDIOM ON TLS SCHEDULE. FOR E.D. LESS <br />THAN INDICATED ON SCHEDULE. REDUCE ANCHOR SPACING BY WAIrLYpM SPACBIO SHOWN ON SOCCU.E By <br />TIE FOLLOWING 1'ACTOBS. FOR DO OMIATION TO IF POSSIBLE RMX= SPAC04 OBINM NED US FACTOR <br />S`IACL War K LESB THAN LMMWRN SAROW INDICATED FOR EAW NAaM TYPE A7 ANCHORS LEOFAIX <br />ANCHN 7YAK <br />1/41 <br />1/44 <br />1/41 <br />I 1/4'P <br />174E <br />TM EON <br />o ss-ar <br />s <br />WA-w <br />"As B" <br />L�A.,moo SPA"*: <br />3 <br />°MtNe¢asrul[t Lbnw4N 'L3n:) <br />3S <br />y... <br />3. <br />3 <br />y 1f3 <br />wA4mvN Ce,e4M BNrA BA) <br />-.... 3 <br />3 <br />3 IA <br />3 1/2.. .. <br />4 <br />3 1/2 <br />ADIMILRA OM GOMM <br />► A•0 <br />T 0 R <br />-4.1/r <br />i <br />TAP <br />tm <br />- <br />IAO <br />13 <br />- <br />- , <br />tm <br />I - <br />I DD <br />N <br />C/) <br />CO <br />O <br />N <br />U <br />CU <br />Q <br />O <br />0 <br />.cy) <br />U <br />T� <br />V <br />2 <br />cu <br />'�^^ <br />VJ <br />o <br />c <br />o <br />O <br />u- <br />cn <br />Or��Y� <br />!� <br />F- <br />.Q <br />.c <br />co <br />a <br />z <br />z <br />w <br />J <br />INSTALLATION QUAILS _FOR <br />Ery REGULAR <br />PANEtS(I & t€� � DETAILS a REGULAR <br />EG ' Ap PME S+ (9 INSTAtLATt�?N QUAILS FQR REGULAR PA�L$� & C� <br />LLY S RUrT i,4` 10: x s!&` Loll 8dEl4s INAN" M'/. tNST Lr. ELATION �+Br DETAILS R 7i3971., .'-!li]�T= 4�C I III a. r <br />INTO EXISTING" OD URES PANE-� 3S Ms: r a tm 6 FOR INTO EXISTING WOOD STRUCTURES <br />��A�•pR�,7 UP TO aR f(�� INTO EXISTING WOOD ST�',U�"�'URES <br />Mn't Oa- PALEis1ATE FEAVE m 9R PWIHJM7E P'la8 Y % 'l <br />Ooto-M Allan , w .few. r m /1 , d G iw0/ , fir UP <br />Mtn. TWWAOEO ` ,. <br />wl eitw lxM m iifOFR FOR ALA 1MtO PANE7sM7E PLANS 14-,0 PANFIAM7E PANS 74-10. PA•k].WTE PLUS <br />1 t te. tt4W.o[e Aepengl ,Y-r Men t/4Y W s mK-• r b,C�, t�AF// <br />W 2Lma • r e.G • ., I! tAo seeRN 4 r aa. T'J ITN m n Yooe uoeeU. �. "'"t 1 iAa - P9iTYW011 p1, '1 ; .. D•C. W/ 1 -7/w 6 1/4" o a w/ , 7/3" a t/4• o.a w/ 17/3' C-A <br />r w tlnr+o®.Wmw,�M 11 r mRram wxlawaa Aex TWR AV , 1 ° S t E... 1 11 '#'#NOLOEO PEMEiR1m0N To " !!! 1NREAOEO PENETRAITO#4 70 w000 TFBtFAOEO PENE7PA1iar7 m cl-I <br />WOOe.NP391.. am xKew. � tf1 tA4 ww-� AA9AW[�V tow tllwwxM. I m A L <br />'IFJOSRNO WOOD HEADER �''... DOSTND wow HEADER E%161R1G Vp00 NEAOER --Mi�I e"*rm {p . i _ 't / _ <br />i wtaP,�N. - J ' <br />r ti �, <br />tN # SBFa M xAmP tK eRq • ti I/ ac 1 - N G <br />. ' E9 I AV <br />I EO , �..�.I ' t( - jj{{ ' 7 ' 7IW ri i ' 7 <br />_$ row FWim I" S 1 I }4 1 (\ tl / \ • <br />$ wv tt{ 3 •��aa EO EO r i` CAIY 3WA • t l ; { n9Rr 9Rw a i� { i Ewaw af10 • 6i "® <br />:. # # �ii Cr4 _ 1 Lt/a• as M000 FIEWfR 7 p , i I/4' O.0 1 t a' 1 I ; e //r ac 7 LA,N <br />1 <br />e��Aptlp } RW HEADER _ P -' REOU#RED1 Ij' i 1 'Gcz <br />,N"$'P' ' 9 'f ` iPPd j. Y oo. 9andXY 1 g 3 1. _ ! _ , • ..v ! 1 E 1 N V N <br />L <br />01 <br />6 f'"' -.a <br />1 � 1 1 6 1 m <br />mom # - la TK,EBIILE O N j i t BCE loco E Olt ,, I I S•i smor RE ON <br />t <br />(# BMoviogrg" <br />MAq. t twSW. ' _ j �OLAMM& .' 4 j E.WFOR SPPeARAmR I e ,� C* l.'+ <br />_.... .x...„ <br />m •i4i1�`� t 1 I BaYaA.i�fS44[i�. AI.•T ��y �1 _. _ - -w.,--. MoF. PANfl. tEN01ii #fix. PANEL LENGTH ---- Mwu PANt7. LENCEN a2 o ev <br />j ,�ALUTMHI - AI.T�'),L�f 3W <br />WALE 3JT1'•T` SCW.E 3/M1" i , + - i CV <br />4 A T��----•••-��•�--- N14E-YMn• &8 , (&E£ N67E 1) LIMP-201n• S$ (SEE N4TE i) t/4'ih�1t1• s. LICE No1E 1) � <br />�y !t°/HRoon E 'r 1 MMs w/ TIAw --tt Ms tI/ 7/65i . w/s w/ 7/e'A x N - y <br />I SLOE: 1/4" . 1' mo • M vH' Be x0°D ' 2te „000 I m I 1 ' L EVFRr w9JLLAr , .� ? 41 evEw ohwAP I 3O EmR aKAw �j Q' +r.� C <br />3/3r wnc rWn P a/32' s►A Nut aY• WtNa IMNT a7 <br />am SCHEDULE ON SMIXT <br />t V <br />4tetse w Lew, AVPIm <br />ON I • i 1 cc <br />t YI(trsY'tY�r °i a.A �� �9NEE'`T a3 N � I�aA68. 6 r 7 d L <br />�xM we • ,: s/J2�a4 SE bm�Nl i ' 'r 1 I , 3 >r <br />t�lw9N w 7taeW . r ec m &.w5. <br />'c ; , N IAw 'f' w wPbeP r�. '@ INSTAII-i�iOE 1 4'ALTFRNaT _i W u w "� . t r uro m j Q I 0E 1" MAX$ <br />CEILIOR <br />OOR MOUNTINt3 I 1 FqD { t6 T <br />/ FJ ' I , r_ t MAx I I I I € a '� o <br />I <br />A �IAii14ilATk)N ALTERNATIVE AWY JN3TALLA7tONS_ajYiRNA71VE 3Nf EO i Ear !z E �) l u=" ' C <br />(SECTION AT TOP 15 LIMITED TO +55.S-87.D MALL SCAE: 1J4- _ I- ! t { , t I I .. ) --• t /32 r j <br />"n MWC t-. ; `' 11EDU RAZE . ( � I ,._ <br />I ALA. <br />AS-0- DESIGN )RE RATING) 'i E01 I 739E .� t I( (� \ l , P9w• t e 2 t/s' oL <br />SCALE 7/4' = 1' SOME: 1/4• : 1' t y L l 1' Mmu FWE II 0_ i �� O 114E w. x SJr LDIM BRAES' 9JSIwM } I/a�W.y�3p x5. <br />1 W/ il4E Z0.$• SY e.5. (t f 1 BR13 i 1 i •' <br />ew i i 1 eA. 1 ' 3 foR PANEL. L£Rans 1� m a'-D• AN e 4 k ,- - c L RNW w,iw •8. ' - T 4.4 LAG �•- <br />i/4` aC FmR tFN61/H IR' ro a•-B' Man. ( sT IS 4 _ ttEOVIRFD. -� t 14-t0 PANEtAATE PLUG REOUMLEO ` L 21're EO 0 for, PAmOM A7 <br />tt O 4f10&2B P.AHE.IMTE FFM4E' t0 1#R ! H I ` } 1 • r ijs• <br />] rx4" wa1D ATE • . 2"x4• WOOD P,�7 t#--,N--i , t i a',M•• w000. 1x MN. <br />r MJN`ET TE7 Y2 LPN cR Ai ' L'1{ ``---ilii Pni tAlawl/MI - B.1 ,4• oa, wf 1 7/B` ' I 1gDwmnl op MATE <br />fi ALL ° I L ac, sTAacERED w/ <br />YwP None t.tii i',YONA,tIi OF anBIM wtTuO MATE' FOR SOME 378=, FICHE 3/8..1 4 Or PIRATKRN M '''1 1/4E LA6 SCREwB o I <br />OAd. ae1NeD (( 2`xa' PFA1E E N MMMffiRI LI 'NE. <br />w IteW.nu,w F All It•N0T41S UP m B'-r Wn 1 MM# WITTN 4F PLATE r g I <br />7 f' STUO THWAD 1 1/2,PENETMIN. <br />• va 9aeoo • A• .,,, O= �� AnOkNOTE : Cm <br />51U#IER NOT SHOWN � ' 7 AT -I TN of PLATE ' <br />3ClOiaiGL . <br />ea� 3/8.�aw <br />SCALE AITEMA3/8-i" SCALE 3 1` - SCALE 3/8-1• SCALE 3/8=1• <br />FIB MQUH Ma ' <br />IN$TAUAM +• XC71E}N 4Aw aLL1xN1F 1. #NSFAWLT4NS FOR ACTERNATNES SIN, OW R 1OW ONLY VAUD FOR LA <br />S..,.r t/4' . 1' % aaulNi <br />atanMNNnNA > (A TIC' BUN.DINOS WITH 43. A.S.D. DESIGN LOAM UP TO +6. -48.0 P•s.N. AND <br />i. fNSTALLATIONS ARE ONLY VALiO FOR BUILDINGS WITH A.S.O..O. DESIGN LOADS �F;(•t;�iJl+ti {�Ql •;,• Wf PANEL."S LENGTH UP. TO <br />eS <br />td, •r •.,�✓ t. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS ,' �) "•.-S 2, FOR NE41` W00© FRAME CONSLRLICTLDN: WOOD MEMBERS TO BE SLt#)iliERN �`''¢; 0 +••• <br />UP TO +55.5. -72.Q Ps.I AND PANELS LENGTH UP TO 8-8. y`y1A;• GEIIs' •; g. FLORIDA BUILDING CODE f h Yeloci HurrlDone Zone UP TO + 6 -72.0 F AND PANEL'S LENGTH UP TO V-6". 3Z`� t�0 4�'F FLORIDA BUiEEaN1G CODE HI h Y•ELNc HMrr)aane Zone. PINE No. 21. wJ SPECIFIC DENSITY OF Q.55.OR EOUN.. ; � � • �i 6LSiRltTA BUILDING CODE (High Vel9alt HurTiegRs.Zun• <br />2. t'4E NEW WOOD FRAME mi. <br />F .55 O MEMBERS TO BE SOUTHERN $ � -...- m 2. FOR NEW WOOD FRAME CONSTRUCTIOW WOOD MEMBERS TO B€ SOUTHERN � � � ? •' on" WOOD. olc, .... Fy. <br />PINE NO. 2. WJ SPECIFIC DENSITY OF 0.55 OR EOIJAL. _ No. 4167 z >es�o. 2D GAGE GALVANIZED STEEL STORM PANEL r1p, CRAM ,. PINE NO. 2. W/ SPECIFIC- DENSITY OF OS5 OR EQUAL Na. i8 ;,kA IW'tm' 20 GAGE CALYANIZED STEEL ST(NiN PAiIEL Owww r, Mrsrc FOR tx3l{I 7LQN OF �(i7toNs= _ No. i 1* 20 GAGE GALYAkiZEO STEEL STORY PAt�i. <br />* : s ...... - z * . .�� •. m/a/2056 TOP &' BOTTOM MOUNTINGS CAN BE <br />MOTE FOR COMFIMtlATION OF si eT1QNs: $T OF GLOBAL PROTECTION PRODUCTS, LLC. NOTE FOR ESDIARINATIONf:T+*Ie: Z SI BAL PROTECTION PRODUCTS, LtC BADE: coM&INTO IN ANY WAY TO surt ANY % o BAL PROTECTION PRODUCTS LLC. HOE t .q /� A ------ <br />k y1 • p• B�O m 4m aw. sI sawn ' ' y 'Y' 0 L 4 •I fNt. 4BOo 9.w. at snWEi INSTALLATNkt. �90 •.-. fZ t0 ,: 1 L E C O LIBt. 4805 =:w. a, �.ET ' <br />TOP & BOTTOM MOUNTINGS CAN !# i O,L i F[ RIO Na a ANr aaW. R ss31a D•' R� 7 xo a NBwawBmto OME. rL =1a . A !�..., :? A HALE :L SAt4 <br />COMBINED IN ANY WAY TO SUIT ANY `y ...,• v A �� .AA 31L e. AN. Aw, vWlr. aAtw,L w n,w FAIBND {9a+)alt-7sa, Fwv: {pa4N>w-mx 2D-17b T� k-9QTTOM MOUNTINGS CAN H� F�:Y•,�... ,,,.r nP. aw, tN.. me wNaM awm, w wNac {4yLw-.Tw, FAc /4a4)see-stsa 20^•176 "i FS(�'• j1 NA aM, >.,a, ae, wor wwr, a sN wgrt• {p4)Mp-fate. FAc tas4)M9-a197 20-176 <br />y SS war a Moo w1-Nero .r. &LOAD 4H-TALI COMBINED IN ANY WAY TO SUIT ANY yAA AS`Sf tS. ANr . t+�'wl-feP . w.x taq 47i-,b1 OR4wNe N. �yAA Nl HA �. >, w..,: CAy wt-,tw . a , lwW m-tm, 4. trpAp Aw 4w r rN. OWAei6 Na <br />INSTALLATION. �4y /(,i..AL - ahoeOe719 R" N.+"w 4e4 r wAmmo Ne: "t e1L x' F iNAta E <br />IANyN it Ia LiFR A 4•. P.E m y ± - - :NR6T INSTALLATION-. ^TNF11 N7 L: 2G}LIwaFN7Uf0477 CA•OaDaitO.i Pa. tT,;... , xearrtR71t BF b. NI �h .WATER A71Jt,: P b : &AEI LY fM 26 <br />a wmm m mR9 CONCAM NICIAM FM ANCFIpilS: SEE SCEDULE am &tin I' <br />(EgIE sSHM ,041)I-•� (9 ta4F)# SS � FDI# Wwca s .,p. sts sF.aTaMt aN Er 13 1, , s iw/is 1 1. 8 Ear mw+ 8 1 1 1 8 �' 8 1 L T .NATION DETAILS FOR OPTION •i 1 FOR LIFE SAFETY STORM PANEL SYSTEM <br />PouRE6 wI4aETE J I• A' ! /i $/4. 2F';/1t 3/4 eR 4/4 . 2 & 1W/15 •-I I 9' Mw. > ^ 1'-O t/2" AT END PANEL t/4E LAD saner e r O.C. W/ <br />" 1• wf. AT EXO PAAAfL <br />OVERLAP <br />ENIw� b r;0'NEDE''�'r" INTO EXtNG WOOD STRUCTURES <br />DIM 1w 1/2" a c.) <br />I i - 1wLo <br />.. ..,.. - - aJ3• LOa (CASE cn <br />i) <br />.. I - I SOLO6 O EkERY N 3' Lan. (rwtiE h O t �� <br />1 <br />TO721 � � -I � �V <br />1FI...ggEEEEMN�. : TO i <br />1� > I� i '.(ENO PAM33 BNIEMNLt d2�wR PAT$L). fa3EAMR tta47 j / f • I Eo i <br />70 a/es mu. I I ; I r <br />' CIO <br />,• (MI5) ;� <br />7SM 0 It D.C. sm F 12 1 as 1 1 1 p I <br />IH•al•�AwaEME1DENU(S , 4'Ix M I Y(F'.•�{F ,/4• t 3 .sm ULE /, sC1E0DLE /, x` A OR q t 4' �,e,,.«.e U..E #QADER , <br />(sDEI� %I4) w �/r { ( _ `••" 1 } ANC#IOR ANCNENR SEERNERWR PA18i. EFNO PANEL 1J4- t 1'.! t ! rgE 7 1 #Fit' PAttEI EF%7 PANEL. MYD I ' m <br />i TO MAY 1 O.a (Ca�140 m • 12 V. O.G 3• �2 FOR ^-+ f2 FOR 3• Icu <br />OR Max,SPAANCHOR Mws ANCFgR I . dRECT 4k'MiNT..9nacwxl twusAt CING SPAtCetO. I <br />Mir <br />lain <br />I 1 I¢�B i 1 AT ENDFW+ DETAIL ! :WALL MOUNTING INSTALiJ4TN0 t f EP 7/A BL M ;S�NEDULE 11 DETAIL 3 OOR I�OUB1(•'_����I/ msyALLATIDN (APPLICABLE TO SCHEDULE <br />2 <br />"' I tsEEt>EBMs 1/i4 �Gfid3E�P� iK 1R2AM�.� RTL.EAd\`a&...I177T" i, Y �il'1{Aa._LG„L� <br />tERNAIE 10CAl1uN SCALE: 3JTB• - 1" SOME 3J18" - I' EWh7w $ I <br />WTw o to T as <br />OR 1 AT p <br />/ ENO NEtS) ALTERNATIVE i ALTERNATIVE 2 <br />xI.D coNm1ETEJ I I I , i {SEE onA2s 7/I4 MAXIMUM A.S.D. DESIGN PRESSURE RATING (a.s.f.4 AND MAXIMUM A.S.DI DESIGN PRESSURE RATING (n.s.fy) AND CORRESPONDING ` 1/4%1•/MMWX 0- <br />OR CONCRETE I I i `y") MAXIMUM PANEL LENGTH w " SCHEDULE , , 'ei' s�w <br />BLOCK WALL r I 7�P>� NG _ SCHEDULE AI t FOR _�i� : (+rsJ (s¢• mvo i2 , 2 es. <br />I r @ I CORRESPONDING UM ANCHOR E SCH cypu m an m Slow 1 A 2 NmcATmT FM UFA SAFETY s70[6N 11m Om. PAt4) j � <br />I /a, 2/4, 7 AA 3/4 pR 4/4 t 1, 2) ec w/1s 1. 2 sL 1w/�s INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK $LUCTURES sTSIEM oN s,rME ,3,. I <br />I ! RLfON Iaw <br />U) <br />f I I k f --I ON LwE SAE1Y PAMEL K- Sr-M Awx i ).. • (�,yt/ 1(A11.,I;n Nr CONIMMMg me A' oQtw 11 9, 3 1/2' • F j IeQ BHORDM) m "' A .j4 1 �B <br />I ! TFRNAx tm-n N N9WSM A3AE ICeWf Nei. Wla tNMN A744Ww tnAxvnu TVASs SEE 3CeaIR.e I <br />AREA W/NO LANE SAFETY PANELS LOCATRRI OF LIFE (SEE N01E 1T',OW) - elPAwtIN I i <br />w•--__---�. i.a RF.OULAR.PANEIS W/ OR'._..._...-..._.....(,._ S'AFE7'1"PA407: '^•'# MMMIM-ASb. I _ ED U <br />'I Cud. TNN.ON ft TAP-tlRP' f%IIT-aN PAIEIMxE FF3MME.& PaIELMeE Plw AapDCAtME m 425.A -1. Y-8' 2 3/4' txastim m <br />_ _ ,. .--Iw/o PEtA LAR TRACKS <br />(SEE M01E 1 •�j•••••«_•••••^,-•-••• aEL To IQ TO IF. <br />a wwAKwN PAC,. [WHMM 104 WIACRETE ANCHORS .✓ - SCEApWpliEE tIn Sim StW8Hm1 OP�FN�INB '&YLL QD <br />I g AS commm WIN91EIEBID" CONCRBTB OOFMAE#E OF ,MENp1matum TO TO D IEiIOM 1` fR) SEE SLEET t6 FOR ANCINPof LANE a SP/CNM F012 pi$U4,lATMNS 9Ra ,MOOD /RUE iRMDB#B. I `i { aR 1/ I <br />i SttET 141 POIwED (AIICRETE lAn- t ) STORMALWAYS 8E T 01SIAL w/' REM tcom MMIRM ANCHOR N,pACIlCS AND BNMUai vm OWANOt NE 010" O ON " 501MA8. <br />(NAna-- m PAdJCATE atSTAWflON NF NIEROEp 8• N/A N/A N/A r N/A r N/A 6" NfA , At 2 .(TOP) E,p, i;2gS myA< yi�A1pD qt SWQXAE mmu A :m0ft WN la qC MULTIPLYING Spmm _ s <br />• �tAkEO CUNNEIE AIC,MRS L,•� PANEL- '� m BE NSTAAEN OR REMOVED FROM MSIDE 55.0. -720 B• 7• 9` 9' 9• S` 9" 9` B' 9" , (907TOM) 6'-L#" OR LEESS SHOWN ON SCTEOU.E BY TIE FOUOWNa F'ACICNa, IN IM OPFRoroNN m BE POSOV4 <br />(TEE = NC" ! OF STRUCTURE. RmU= SEA ONG OBTAWEO LkMN6 FACTOR S MU. Not BE LESS VIAN LWMAN NUdM _ <br />SHELL 14) '--E'B• ELEVATION B' N/A N/A N/A r N/A 6" WA 8• N/A 1 & 2 (FOP) NUKIOED FOR EA N ANCHOR TYPE Ar ANCHORS c0max I I T � t { �SWOOD O <br />455.0 -no 5•-0• TO 7'-6• - <br />WALL MOUNTING JHIS ALLATiON MALL AND FLGQR 1dOUNTING INSiAII ATiQN (6� SCALE 3/32•-t- a 5• 9' 6 9" 7 1/2' 9" 9' 9" e" I (BOTTOM) PA4ti i74E 1/4E 1/+• 114E A i 1 <br />SECTION SCALE: 3/8" - I" - SECibN i SCAE: 3/w - 7" �1/4• Man OM "•� �� i e 1 s i%� +55.0 -72.0 8' NJA N/A N/A 8' N/A 8" . NIA 8• WA 1 & 2 (TOP) 7,-r TO 8'-8" 1 <br />TNCm P.F mKp^CMP . KKtllt-N ( t� ._..,_�.._._ ; L � • 1 I - cu n <br />MOOTS ON In SAFETY STORM PANF MMM INSTAL -LAWN <br />LAWN 9' 8" 8' 6' 6` 6" 1 (BOTTOM) 4Fa c�ae+A avAhla � > 3 3 3 2 <br />,.,.,. <br />f. LIFE SAFELY. STORK PANEL OUT 8E LOCATED AS AN END PANEL (FIRST' 0R UST PANEL) 1 ,••• R.aaN e1w. D4) 3 3. 3 th 3 t/2 4M i <br />Dy �18 De L. ALTERNATIVE 3 ERNATIVE 4 U //N"� <br />OR AS AN INTERIOR PANEL- Iq,E i) ,T{ i WJ BOOR YOL(NT.L'ONDiniTll. AT BITTTOM ED,,, s 3 ,!2" • _ _ _ , p V <br />(AN{ PANEL LOCATpN IN B "MEN END PANELS)- $ BN Et1oR PARES; B TO3 AE L46UIgi ADII9M B6 �� B B9woD NICK& rW " � l_ St4Y U$ Boom • r aO w/ 1 41r `/ 3WV�\ <br />LIFE SAFETY PANELS NAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS EANEB.. 4rNY ERL1f _3 YT/ I ip' .» T tJA10.d/a• LDIM 9RAHS Btl92Ata W/ <br />(w/ OR W/o REGULAR TRACKS.) �q7 Y : �"` - - - .ra 1 1 I ,/4:«-m9• ss 9.s, e r aa. aR <br />MMSM ASA t IMP • Wr IBL MM 1nP a AWN.* DBE A Cow a 3.O. me up or AWE) APPL1cABLE ro _ I.w -� ,J4:4-YD PAmAM7E FEMALE o aK ALTERN IVE W00 FRAME CONDITIONS L4c ANCHOR LOCATIONS <br />DES" afCTONs.& NAXKMUM PANEL 3' ,m - ,m <br />2 1�E SAFETYsi� PANEL coFTsts7s OF 0.039` GALYANIzm STEEL STORM PfW7E1. As SECTION B-B A -R <br />sub 3/r . I- <br />PER <br />� �/ PLATE NOTE : WHOTER TRACKS NOT SHOWN FOR CIAMIY <br />SCALE 3J'+2"=1• € of TNO4 �L• 1.. 3-t/r _ - ,m _ iyO "KAM Poarm m TO wfA@ <br />PER aOMPO & ® SrEL 2 OF DRAWING. P - COMBRNA t14/OR1 1' (NJ ataa/2Na PNRLIaTa nAw • r aC W 1 1/r AF,: <br />THIS PAFEI AtrLLOMS'ITSELF TO BE REMOVED OR INSTALLED FROM THE IN",.IDE OF RArm Owl CONCRETE <br />4TRLk71H1E' µ, 444:2 -81.5 } ! 4 T 2• ! s'aJ2• 2 (BOTTOM? 7=8 OR L1S8 LNAt1N <br />A LIFE SAFETY P REQUIRES TOP TRACK TO COMPONENT®& BOTTOM TRACK TO AAM4AaT �""My. +52.8 ^t .0_ 3• I J" 4• R` 2 (BOTTDMJ 7-B• KNi LESS ' '- �,�i '`'•: WA1 MOt!•,N, �G. INS?"ALL_ATION ��,al("�p Ttt,lrt L1J <br />eE AS PER StIEEI 2 OF THIS DRAWING: a tf ,,,*• +„ �(i ALTERNATIVE 1 W�T�1 L `' <br />aQMPQNENr BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWINO SECTIONS 1 & 1? 5 485.0 720 2 1/2" @ 2 YJ2" 4- 3 1/2' 2 (BOTTOM) 7-8' OR LESS (3. +i 167 BaVE ?AY - 1" ZTy1? • c <br />2 OH TIER; . AS WELL A5 LtETPAS 1 & 2 ON SHEET 14.. +• S', � � •••• ».. 2 , 2' 2 T 2" N A `N A 7• " TO -A T 11L' NWNNAw� .0 <br />. - FLORIDA BUILDING CODE Hi h -Velod HUrr)aona Zone +55.0 72D / / J / 2 (BOTTOM) 6 6 A s*T FLORIOA BUR:DB4G-_CODE HI h YalDet Nu one Zone -i' 7 FLORIDA BUILDING CODE iB h Yrtoo Hurrlenne Zane <br />4_ Min. LENGTH fOR COMPONENT �L5 15'. = H4• L...... ->-IY.tEra. oe. +55.0 -72:0 N/A M/A 3' S` :2 ( 7'^8" TO 8'-8 •COTE IATEt:e. 2VC. yp, £ S AYt= 11=1 2IC. 7p Q <br />WM ANCHOR SPACR40 :OR COMPONENT ANCHORAGE AT BOTTOM IS - ON x • £ 20 OAGE GALYANL2ED STEEL SiEDitl PANEL . <br />SCHEDULES t t z, SHEET 14. = . * DR e` m: - � !? ., FT,OR10�. 2D GW GALVANIZED STEEL. STORM PANEL � ; .k : 20 GALE GALVANFZED STEEL STORY PANELDRAWN OP. <br />COMPONENT V MAY 8E PEILANNFHT OR REMOVABLE. ? * a'£ -• $ .. C7� _ _ (� Z <br />5. SEE DEARS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET IS. SA.f •. OM.- LIAR '3A• O''•. <br />P`�' • L PROTECTION LLC. m/2e/2me SS = 01 GLOBAL PROTECTION PRODUCTS U.C. <br />ssyll `,,., OR IL C O NNe. H �e /► y8 GLOBAL PROTECTION PRODUCTS3 LLC. °fJYm- , e a"` 7u AN A m�au�ia� As9. OFSKN Lam aP Ta � 09. �T/►�� oFJCox- <br />New Sm. 3t saw BB Se 4 AV V tsee. 4Bat saw, St SIM 2. FOR NEW WOOP FTWE commucrow Wom MEMBERS TO BE smmW81 'li�'('�•S •.t R • iA=�� <br />_ •A e. PLtR► O tMe_ 4aW S.W. III s w A � Z <br />B. SEE SNF.ET 4 FOR OEpiL APP(iLAB(E 70 THE NECESSITY FOR THE INSTALIATKN OF <br />a S 20-17fi AA 20-176 <br />/10000 BONDS. A VI tN CA-00042r9 ..'., .a...w. Dx,& n 33st4 f µ-aDOsrtP .x.�, umeE 333t4 � _. '° SI A,- tw. wew.ne, DALE n. 39314 <br />!l USA n14 Hw. r, Hr xa PRIM ottW¢a R aw wroeE: Lee4)4w-7e4x FAt (rsAkN-MACE <br />SPACERS AT TRACKS INSTALLED ADJACENT AND BCADONo TO STUCCO S ,u1 ,,,., . 1x+e m-,we . y, , twom-� 20-176 � • � � � . � 3 ��Kr H,dc iesalasM-Y546. FAX beF)sIN-srWt ar aN u#L� <br />PINE Nv..2•.w/ SPEOIFTC OEN6(IY OF OM OR EQUAL.: Ai <br />WaiBtA Jf,P.E a a>'t LOAN. f..]M'a11uA a ilfw ONLINE: {BBF)sa5-76K6. F'AL• (P54)te5-A57 <br />"an 13 Or M .. . _ #MEATYA I , R•t .. 1 W is OF 26 JE•1 <br />nA0 en-tD, <br />r ONFWHB Nr. G-OOwr/9 Oar AAt ,qw AYUs,Ar r DRNWN6 MN <br />P.E y _ ., P,E.: SFA./lpN4MUK/OATC 701.A ,'�. P.�E " •A +T-w - .. P.E A Jt" F,E. <br />-..... _ _ G.L. <br />SHEET NO. <br />SH 1.1 <br />