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h <br />-4 <br />... , �,..7..,. a,.+,,, ,R sI I117ellTF111 w;lFill ' 9 <br />FOR 1[�$r��T,LON <br />BLOCK WOOD SjR�1�'[U.��t VALID <br />IN P0�1�� CONCRETE, <br />FE}�- REGULAR, uFE <br />CONCRETE _OR <br />SAFETY & E-� �l�G S�'0�_PA�L <br />�j�Y�TEMs <br />n <br />I i <br />U.R. <br />YAWRS <br />mNcaTE <br />6'- FPoWE:aN <br />2iA" ,m00 <br />2' .OeJ' J10.4 71-.14;: <br />+ a� <br />BOa3-M AtLQ'i. . ALti11. <br />C#rT <br />MAX. A8.0. <br />Dasr+ <br />P �Rf <br />(a•aE) <br />MAXIARlM ANCI{OR.S SPACn'ni f(dR E.D. g AS 5HQWN CN SHEETS 8 8 ? <br />Af*AUCA@LE <br />p <br />ti ANY <br />�, ittE� <br />P <br />fE�NC.'TN <br />(rti <br />TAPCON <br />IAO SCdtEw <br />PAIUiMATE. <br />PE6L#LE ro <br />PANELMAtE <br />pL1A5 <br />Y/000 FA75!#tIG <br />fY <br />1J' <br />13' <br />13' <br />13• <br />W <br />- <br />13' <br />13• <br />11' <br />iWptpTlpl). <br />t" <br />E 2 <br />err <br />s T 2• <br />/ <br />r <br />e Y <br />! <br />E4s' <br />J <br />(IpP) <br />- <br />E i 4` <br />J <br />1 1 2' <br />2 / <br />d 4' <br />t <br />prom•) <br />B" <br />E• <br />a" <br />E" <br />l <br />li9S <br />plprTlxl) <br />tJ` <br />13" <br />{TpRj <br />+45. -4E <br />� <br />,� <br />13" <br />1J' <br />13• <br />73' <br />1' <br />3 <br />W <br />f3' <br />1J' <br />13` <br />13" <br />8 T/2" <br />X (TOP) <br />13" <br />13' <br />13` <br />13' <br />8� <br />1R pwTrpM) <br />8}/z" <br />8 1/2` <br />E xJ2" <br />8 t/a• <br />E kf2' <br />(itP) <br />>3•-0" <br />4 1/2• <br />4" <br />BIJr <br />41JZ"... <br />Dom) <br />7#'-+" <br />4 ,J2- <br />4 <br />3w 1'BGTTOM) <br />kl <br />t3• <br />IS" <br />13` <br />13' <br />B tf2" <br />4M (BOTtOY). <br />VJ^W�\\ <br />U <br />N Q 0 0O <br />O <br />AR c MAXIMUM A.S.D. DESIGN PRESSURE RAC s.f )AID CORRESPONDING MAXIMUM ANCHOR SPACING C Ca - . <br />EM RECUL__ STORM PANEL INTO CONCRETE & CONCRETE BLOCK STRUCTURES <br />(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) SCHEDULE FOR REGULAR STORM PANEL M 11HU LOONS INTO CONCRETE iIF CONCRETE BLOCK STRUCTURES �� U � U) � <br />(VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS i THRU 6. ON SHEETS 4 tic 5)CU Cl) <br />O ((5 <br />O w0 <br />�L <br />L <br />BUCKK O <br />O LL _ <br />CU 0 a --a CZT <br />''^^ O O > <br />VJ <br />.- V O <br />''^^ O i }N i <br />v! ''^^ <br />VJ <br />O ^ <br />r To <br />• I, L <br />i--- .Q . ICU �CONCRETE <br />A <br />AS.D, DESIGN LOAD MAXIMUM Ei <br />40 PSF OR LMS <br />> 40 PSF TO 50 PSF 6'-2- <br />A MAX. PANEL LEt^XsfliS ARE VALID FOR iNSiAI,LATd)NS > SO PSF ib 60 PSF 3'-10' <br />so Wj SOLID SET ANCHORS & W/ SPACER AT 12 t/2 O.C. MAX:. PANEL I.EttClll6 ARE VALID FOR INSTALLATIONS <br />, ,l lFr� ,tlkaT J SOLID SET ANCHORS ar Wj SPACER AT 12 1j2" D.C. FA <br />: GEAi ;w FLORIDA BUILDING CODE Non Hi h Veloc) Hurricane. Zone • FLORIDA BUILDING CODE lion High VelocITY Hu Con* Zone <br />STATE Of saw_. • con taaesa. #7C FA. = F). <br />. 441 BT 24 GAGE GALYA)BZEO STEEL STORY PANEL p1BM1 W. . 44167 °01L4L°' 24 GAGE GALVANIZED STEEL STORM PANEL , <br />x <br />z <br />*t <br />*- zwrswWrwi <br />q * (L E C O i«e, PROTECTION PRODUCTS, LLC. °i�'a - srATE -- 1 L E C Q !«o. eu PROTECTION PRODUCTS, tLG. p <br />9 •. +mo sa $t s7rsE, s p •. "m m at saw <br />'".IMF , Lflp)pt, :' -"'tt� ,rw tom. a i am. ewe. a .s a m« ml , R. U314 s4, .t• FLflRL ,r` �s. m. a. ex aoc wow, craFe, w arik aysr. FL Juta <br />- - #4- �, •� ra..;pm,ao-,au.Fw; ar-m, f340NE(6a)e�-Tar0.FAuflef)�R-aTa? 20-175 H�!'' ••.....•••• w.�*:Poem-,aa.a.:aw)m-,at, nta�(es4)M-7W,%FArWs"taea-sm a0•`175 <br />W s'� <br />tIi ty CA-OO4a739. wt. .�Ar ,oz.wrt PROMO w: ryry /0 k" rzr rswl w.« rznaw zst �tiW.ic ft <br />Rr NNt 1Ma.m1 A taaA' ir. P& 17v r SKM a OF .te a7Ntaflipel 1,tR!/QaE A ae! P.f. _" TNEai' 10 UP to <br />INST,�gTIO DETAILS FOR LIFE SAFETY PANEL n <br />MAXIMUMA.S.D. DESIGN PRESSURE R�kTING .s.f. AND CORRFS� DING MAXIMUM ANCHOR SPACING INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES <br />SCHEDULE FOR REGULAR STORM PANEL � INSTA�NS INTO WOOD STRUCTURES 1/4-0 TAPOON It"m 1/4•0 T Nc POURED 1/4•e TAPOON t nhc POURED 1/4'e TAPCON POLM <br />(VAUD ONLY FOR PANEL fDINSTALLATIONS AS PLO% ALTERNATIVES 1W THRU 4W, ON SHEETS 6 4c 7) OR <br />ANCHOR a s• pc BLOCK <br />ANCHOR a s o.C. NCRETE BLOCK <br />aNGIwR a s' o.c. NCRETE BLOCK <br />AN(S+O(o a• oc: OR <br />!/ CONCRETE Bi.�'X ✓ CONCRETE B1.�K � CONCRETE � CONCRETE UNKLU, iN.00I( <br />REpUIREO. IffOUiREO. RE,UIIRED. REQUIRED. " E `i � �� <br />�,i r <br />t/2• 1/4a. 1/2 Ile 1/2" 1/1. t/8" 1/4' g^�.d • �-. O <br />:'vAxwmm � <br />ALTEANNFM O <br />FANELMATE OEM EO:a i ED.a ; i f.0--• i EO.a i ? N ( FEMALE <br />I[ i n^'SEPt "�' '• I n ' di ARATIDN i LoLL <br />�' <br />n <br />4 <br />, 4P- t' , aY-aw,' t 4Y- 1e <br />! .� aG+t' I€ Q <br />i70 TD TO OU55. I ERA.+(•'.,. `I I <br />a[etsW. ��,j� sBpL1�a W i La ii i was OAs s w t ` onsl eals ! <br />TI-•! bi.ASS 7L 1 <br />A7 EA > A7 a aetl.� � �-.., .. .3.- <br />- AT PA A7 <br />• # (,eE fDR p#e ! �-r" i cLAs,S Me P!a n�e�a. ` tr . Y" E <br />OR li w, I Il7dfH fiAit r„e'1 i I II .m' tF1a0f 179R r-<9 ° U 1 <br />4 1 <br />n i _ G 1 <br />n <br />i I <br />n i -- �L <br />11 1 <br />1" i' YAK <br />$ 1 Z C <br />U I i PANEL Ik7a01H a-'-- - --'-r- PAN0. IEN01}f n I PANEL fENODi g------ - _ g' PANEL E mo <br />_____m...�_ ___._,. ELEVATION n 1 a (SEE ELEVATION ._____- _ ON <br />ELEVA12) n I i V <br />1' YM.... 1 ; OPf SHEET 12) 1 ' (U'7 SHEET 12) EpA(85TION ! ON iS11EET 12) - v/ <br />20 R TO CLASS. 1 d 1 i n TO GLASS, i ! f It I <br />I 1 <br />I <br />I 1 <br />To <br />Lf2 (MIN <br />i i 1 /a i '. <br />( 1 , , a <br />1 <br />1 <br />I Pi <br />e a t <br />E7), I t ED. i EO. 7 � EO. i N (,3 <br />f i i N CL L,� <br />SEE TABLE #1 FOR MAX. A.S,D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS SEE TABLE %1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WFEN SPACER IS { ' <br />USED, C PONDING ONLY TO ALTERNATE 2W ON SHEET 6 USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I 1 aa,K , I 1 eaVt77c1 j i i �� I EO <br />- _ 3/4" ' L_-i I _ { i EO/41.f~r0't�73JA#a'vs. <br />aeLTa W/.1b abUS MAia > LL '. <br />aLl9LF.l1 A 4MAIUMUM <br />P. /4"0 TAPCON 4"0 TAPCO. N [-,; i/4*A TAPCON 1 f#Y TNMXIN _' ! 0 <br />ASD• OESR(N LS)AD PALL ANCHOR a a" O.C. { EE7O0ANCHOR a s- o.c: POURED CONCRETE OR�ET7OOASSp1NaR a o' O.C. i ANCHOR o V pc. () <br />40 PSF 0R LESS fir-B" ICONCRETE L'COmril B(ACX REQUIRED. OR L9 RLTE Bt.OG7( REQUIRED. L-RIMA B1.00K REO7SED. CONCRETE OR �ETE BLOCK REOUIRED. CONCRETE OR <br />> 40 PSF TO 5D PSF W-2"..REGULAR 2 <br />W <br />0 Lim ANF a�$ S 0 U SAiNETRY� PANEL � <br />> 50 PSF TO SO PSF W-10" <br />A MAX. PANE. LENGTHS ARE ONLY VAUD FOR INSTALLATIONS WAjj LE 3/$ TI- iS WALL LI 1/8-1* GS <br />W/ PANEL MATE F�ALE tO OR PANE. MATE PLUS <br />SCAB 3f8=t ,,,ySN NaryH SCALE S/8�7" <br />ANCHORS & w/ <br />FLARiDA BUILDING CODE Non N Vetool No cons Zone 3 *: , 4416T 's FLORIDA BUILDING CODE Non High Vaiocit Hurricane Zone <br />#41 B7 i s t%iec N` 24 GAi#E GALVANIZED STEEL STORM PANEL 1 roWRi Qm i STATE :*1 <br />_ °'0'0 T ET° o 24 UGE GALVANIZED STEEL STORM PANEL 'tl <br />+* r - dOBAI PROTECTION PRODUCTS, LLC Ate s*o3:• ATE VIE C 0 . L PROTECTION PRODUCTS, U.C.u�. 03 N/ Ss � l L E C O i«e. m <br />'• ; QKO &w. st 4F TONAL Y%N+PANr 4em1%* 31 saw <br />a3s,t R�sT 20-175 rr47F-,wa. ro. r ttaa zn-3Pw PI04L. FA71, (sb47MM-a707 20-• 175 <br />ftz..: Pn-ra7o . rm:Oml m-mN tmepc toa4lses-7e+e. F%%: <br />""1/ � �M CA-066ET(a 61M aYl.aw Kl Y Ne: a wY aM. e. iM 7W: WNw, YlaWe..A RfFF a�W� R. iR14 <br />arrKl tfilllH WAL7FR A A.. P.E a ilY • See' /t N P.£. = lafl P.& ► ,p w%.v. GFAn9e I4t <br />tRazr ,J QI Ia <br />INSTALLATION 2EMILS FOR UEE <br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL (11 <br />INTO, POURED CONCRETE OR CONCRETE BLOCK STRUCTURES <br />lf4Y TAPWN POURED 1/4-0 TAPCON <br />ANGtOR a 8 0.°'--Q OONCREIE NIGWR O 9" (k0. <br />REQ1)7R!'Q. REQUIRED. <br />CONCRETE BLOCK T•- <br />V yf <br />1f2. Rile i 1/2' -1/4• <br />IIAX <br />v <br />i <br />1 <br />F' N'm.. t 1 <br />ID(IBTIL,O M 1 , 4•►-2a%r• i Two 4sA59: ._; 7fj1 <br />.,ll <br />- O <br />�...� �t 1 MAX It <br />�({ P--_ - ._.r_ _._ a PAiffiL LENGTH <br />EE <br />ON SHMT 12) d I ' ON SHEET 12) <br />1 I i <br />1 <br />1 9J2 i 1 <br />U <br />ORIE!4a �. cOiNf',fStOE E.,f <br />CON <br />CKISTINO <br />f7 <br />cOacREre eacK g CONCRETE BLOCK 0 <br />REQUIRED. I u ty oC RPAWRED. Isnew)) i <br />f 1 <br />O <br />1f4'0 PANEUAITE P_,,,_-,,,,f.fi_1f4"i PANEINRTE:Py,S)„< {/fF�, <br />ANWOR. a 12 1/2 O.C.REGULAR AtfC4KiR (BEYOND) a..i.. <br />WALL Mn ikmm <br />E 3la-l" <br />SPACINGS ■ �/ / <br />CU <br />SIAL L. m <br />71 ' 'k LLI <br />z FLORIDA BUILDING CODE Non Hf h Veloct Hurricane Zona <br />1k ; * ' * ? 0 vim W_ 24 CASE GALVANIZED STEEL STORM PANEL Pyx'en Q <br />STATE pt+�• z <br />ar9h7/a,ua <br />_ IL ECOL«e. PROTECTIOi PRODUCTS, TLC. aMe/NALE�p w.t4wa„trrwvrP,oveeswa,ant 20-175 <br />prd rwr : al$ tm-,est PNW$S {684Saea-7a4A FNC ('➢SaJB04-E7►7 <br />NNi6{!j},1� t <br />.w ra IPA r tr% a7NYnea N%. <br />PE /a1,t$ C#-/ar„ PS : ! :INERT 14 M 1! <br />J <br />WIN <br />- - <br />SHEET NO. <br />SH 1A <br />END CLOSURES DETAILS <br />DESIGN PANELWE <br />C10 i 7a:04pRW FEMALE to I • AfWLEINM t(s9 % T 3/4• hEm <br />ANCIM <br />7'N�ll 7 itAtfOEi P+WALla7. mLENGTH <br />' Q1kViR. q7r ELL PrHE1OXIE <br />matum <br />TSPACING M MOD YNAINE FA BLOCK Eozo <br />LENGTH EUEYADOW <br />P TO CLAW. C/) <br />It JN I <br />REQUIRED <br />HEADER <br />MADE <br />9fE s7r.EfE fE . 19 trra A 17F[ a aPAt7Ki FOR <br />B4iAtIA7%5fffi INro e000 troAlE FAR$a4�. <br />iAMR$A, ANrMJh ua xewAw EOri I7$TrAfxx <br />A� aNWftEQ ON SMa SGIEMAE Fi%t E.R t£S8 Tf,IW <br />eaKATfO kXx l9tliiEDItIE «OI7CE A7(CIK%t SPA(Y18 9r <br />L$A3E'l,$ta SPACa40 atfoRl( pN sL�aNltE E7 Tiff <br />FACfAR4. FOR 11$4 U!*S�.ifaat 7a � P03EEIE <br />ttTpucEp sPAC#%+ f2ttY9#D Ereufo 1acroa Ire (7E <br />L6a T4fMf u,Hofle a>Kalo PafaxEa TSR FAdt AteOiOR <br />TYF£ cai 771$ sat�tl.E. <br />AfeYIOR Md <br />t/4"a <br />tAF(7�; <br />t/a1 <br />IwaWst rrtai00 fmrnta (w) <br />3 <br />a <br />'avees,� aPwzh fw3 <br />s <br />a <br />eet%safra hzrM. elrrL oat <br />s <br />s t/a <br />At7aEl 1t7111e naders <br />- _ RIOp7R <br />a 1- <br />a• <br />!}b lm <br />of <br />MAX. A.S.D. <br />P 6 <br />RA7g1; <br />A1AlOMUM.ANCLiORS SPAOaHO: FDR F.:D. i AS SHORN ON SNEEP3 8 6 7 <br />APPLfCAfilf <br />m <br />� TtRll <br />LiNC*TH <br />� ) <br />- <br />TAPCON <br />lAG SCREW <br />� <br />P �� <br />YFOW Btl:a(INO <br />t3" <br />13' <br />i3' <br />13• <br />13' <br />7N <br />13" <br />13" <br />tJ" <br />1J' <br />8" <br />iW p9ottoL7) <br />' <br />E <br />8 ✓2" <br />- <br />- <br />8 SJ4' <br />f2 1/2" <br />E 7/4` <br />2RS� <br />" <br />7 i Y <br />J <br />E" <br />e' <br />9' <br />- <br />3W (BDfTfna) <br />13" <br />73' <br />1S" <br />T3' <br />W (�') <br />+46 -45 <br />� <br />+75: -75 <br />1 ' <br />3 <br />1S' <br />i 3' <br />13' <br />73' <br />(80fTOY) <br />7W <br />7S` <br />13' <br />13' <br />13' <br />8 1/4• <br />iW plprtOa) <br />8 Tf2" <br />8 t/Y <br />8 1/2" <br />6. t/2' <br />B 1J2" <br />(TOP) <br />ai#• <br />i * <br />1a 2 <br />8 t +" <br />4 t/2' <br />S` <br />7 tjx' <br />7 1/2' <br />- <br />(RP) <br />To <br />7•-'S' <br />E T/2" <br />E" <br />e" <br />JM (ia*IDM)' <br />73" <br />9 1 - <br />/2 <br />(MP ) <br />71" <br />,r <br />73• <br />1s• <br />xo• <br />4w (ep1TpY) <br />LtA1L A,SO. <br />D6Ka7a.OESx7N! <br />PRESBittiE <br />�;�,; <br />- _ <br />IM%WUM <br />A7KH0>E <br />SPA(YIRi <br />FCR <br />Mel &Q. <br />P� Sp{EAULE <br />BEY,Oe' <br />APFM1ICA&i <br />r E. AIRY <br />NNOMUM <br />t.tNOTN <br />f } <br />MAK AS,O. <br />PRESSIniE' <br />{.� <br />- <br />MAt0ARn1 <br />AT1C4K1R5 <br />SPAO«0 <br />fE## <br />YAa E0. PER �HEDUiE <br />BEtXUT <br />Af�iYAgLE <br />h <br />PANELUM <br />1ENS1N <br />(n`) <br />Tl1PCpN <br />SdGlQ-9EF <br />PE►iad.E <br />� <br />PEDS <br />ZAYMAO•-NAWN <br />CALK-3N <br />7APOiN3 <br />_ - <br />SOUQ-SET <br />�- <br />P <br />�-�W/iJN <br />G1UhIN <br />To <br />m <br />m <br />m <br />m <br />xi <br />u' <br />T° <br />iD <br />t° <br />is <br />cf rNd <br />�-49' <br />LESS <br />}3 <br />43' <br />13" <br />/J <br />43 <br />i3 <br />/3 <br />iS <br />13 <br />t3' <br />1 (TOP <br />E,-0„ <br />oR <br />13' <br />T3" <br />13 <br />t3 <br />i3' <br />t3 <br />13' <br />13 <br />43" <br />13" <br />_ t3 <br />/ <br />E,-0-. <br />p= <br />9.ESS <br />43' <br />k3' <br />13' <br />13' <br />73' <br />t3' <br />T3• <br />73' <br />/3' <br />13' <br />SY <br />13' <br />1 (80TTOM) <br />13' <br />1S' <br />11" <br />1J' <br />13' <br />FS' <br />13' <br />13' <br />13' <br />T36 <br />t3" <br />I1 1j2 <br />4 {�3ft�t) <br />f3' <br />13' <br />t3' <br />t3' <br />tJ' <br />73' <br />1J' <br />T3` <br />13" <br />1S" <br />f3' <br />iJ" <br />2-(LOP) <br />tS" <br />tJ' <br />t3• <br />13' <br />f3' <br />13" - <br />-13' <br />13' <br />t3". <br />13' <br />t3` <br />/1 f/2. <br />2 {rE7P) <br />k3' <br />13• <br />t3" <br />13" <br />T ' <br />3 <br />13' <br />S3' <br />t3' <br />T3` <br />t3' <br />t3` <br />f 3". <br />2 (BD!TOM <br />1' <br />3 <br />TS' <br />i3" <br />S' <br />T <br />f 3' <br />t3' <br />T3' <br />93 ` <br />t 1 <br />1 <br />2 (BOTT07fl. <br />t3' <br />f3' <br />t3' <br />f3" <br />13" <br />tY <br />73" <br />T3' <br />t3' <br />13' <br />Y3' <br />11' <br />3 (iM) <br />13" <br />53` <br />13' <br />13' <br />73" _ <br />43` <br />t3" <br />t3' <br />tY <br />3J` <br />7J' <br />7f t/2 <br />3 [LOP) <br />- <br />- <br />721 <br />T <br />f <br />_ <br />8f.4" <br />/ <br />8 i 4" <br />/ <br />J (BOTtota) <br />- <br />2 <br />2 <br />Bt 4" <br />/ <br />81�}` <br />1. <br />2t 'txi <br />/2 <br />/2 <br />- <br />Bi4" <br />j <br />E14'S <br />/ <br />(Bo1TOY) <br />E' <br />E" <br />7Y <br />8° <br />E"-iTDP} <br />4 <br />8• <br />- <br />e. <br />^^ <br />g• <br />-. <br />8' <br />.:. <br />8a <br />- <br />@' <br />-^ <br />(6R7f <br />4' <br />^. <br />E• <br />_ <br />E" <br />- <br />t3` <br />13" <br />13' <br />13' <br />13' <br />IJ` <br />1Y <br />t3" <br />t3' <br />t3' <br />i3" <br />tS` <br />E 1YCP) <br />13' <br />13' <br />13" <br />73• <br />t3" <br />13" <br />71' <br />iJ' <br />t3` <br />13" <br />93` <br />it 7/2 <br />CICP) <br />t3' <br />13' <br />13` <br />7J` <br />13' <br />13` <br />93' <br />f3' <br />SS" <br />13' <br />13" <br />43' <br />5 (BOTTOM) <br />13• <br />tJ' <br />t3' <br />tl3' <br />t3' <br />t3' <br />f5` <br />tJ" <br />13' <br />13` <br />13• <br />11 1/2 <br />S (BaTTpA9) <br />13" <br />13' <br />73' <br />73` <br />- 73" <br />13" <br />tY <br />13•. <br />13' <br />t3' <br />f3' <br />f3" <br />E (TOP) <br />13" <br />73` <br />T3` <br />73' <br />73' <br />t�'. <br />i3' <br />tY <br />tS' <br />73" <br />t3' <br />ti t/ <br />E (TOP} <br />- <br />81/4" <br />81J'1".8 <br />iJ+' <br />E 1f4` <br />- <br />- <br />- <br />61J4" <br />81J4� <br />E(BDti:'• <br />EtJ4" <br />81J4• <br />E t #` <br />6. tJ4` <br />- <br />- <br />- <br />- <br />814" <br />81J+' <br />6. (RQTi.�) <br />13" <br />a' <br />1S <br />O sJ2 <br />73" <br />Y <br />13' <br />r <br />7 1/2 <br />B if2 <br />t3• <br />4 tf <br />1 (TOP) <br />R7 <br />E4'-4` <br />I3' <br />aY <br />43' <br />13' <br />1j' <br />s i/2" <br />73` <br />8 1/2` <br />0 t/r <br />E -1/2' <br />73• <br />fi 9 <br />1 <br />Tp <br />13` <br />9 i/2 <br />t3' <br />S t/T <br />10 1/2 <br />7 t/2 <br />73" <br />Y <br />1 ptatrOa) <br />13" <br />7 tlr <br />1S' <br />13' <br />/3• <br />70' <br />f3' <br />m" <br />71` <br />tY <br />t3' <br />$ 1/2• <br />i (BOTIGt) <br />S if2. <br />13` <br />t tj2^ <br />2.DOP) <br />13' <br />E' <br />TJ' <br />13' <br />S3' <br />a tj2'. <br />f3' <br />8 1J2' <br />a iJ2' <br />S t/T" <br />t3' <br />& 1/2' <br />2 (ipP) <br />t3 ". <br />7 <br />1.• <br />3 <br />ia` <br />iJ" <br />2 1 2 <br />J <br />13' <br />B:-S J2 <br />40 1 /2 <br />7 x /2 <br />73" <br />E 7/2` <br />2..(BOTTWa ) <br />13" <br />7 7/Y <br />.7J" <br />13' <br />t3' <br />: xp' <br />t3" <br />t0' <br />tf' <br />8` <br />-. <br />T3` <br />a 1/2` <br />2(a) <br />- ,3 " <br />7 <br />1S <br />-.." <br />t3 <br />: iJ' <br />L 12 <br />/ <br />13' <br />&: t /2 <br />70 IA. <br />7 t <br />/2 <br />tS" <br />8 1/2" <br />13` <br />5-1 JY <br />13� <br />SJ` <br />SS" <br />0' <br />13" <br />10" <br />fi' <br />8" <br />tS" <br />8 1j2" <br />3 �).... <br />- <br />- <br />f2 1/2' <br />12 Tj2 <br />8 f/4" <br />9 1/4" <br />32 tJ <br />B. if4" <br />- <br />- <br />a tf4` <br />8 7J+". <br />3(f>dT10M) <br />- <br />-• <br />2 If2 <br />f2i/2 <br />E 1/f" <br />8 7J4' <br />i2 SJ2'!2 <br />i/2 <br />- <br />- <br />E ij4" <br />E 1J4' <br />3{�3TWF2) <br />7' <br />3' <br />8' <br />S iJ2" <br />7' <br />3 1J2" <br />8' <br />+" <br />+tit" <br />3" <br />tit/Y <br />3`... <br />4 (TOP) <br />7 tfT" <br />J' <br />8' <br />8" <br />]" <br />4" <br />E" <br />4" <br />4 1/2' <br />3 1%2' <br />E t/2" <br />3- <br />4 ([OP) <br />f3 <br />.• <br />try <br />- <br />B•.. <br />- <br />E' <br />- <br />S x/T' <br />- <br />7 iJ2` <br />� <br />4 (Bti1TOM) <br />8"`. <br />E' <br />- <br />E' <br />- <br />E 4JT' <br />•. <br />7 t/T` <br />- <br />< (tiOilURt).. <br />93" <br />r <br />13 <br />tJ` <br />13' <br />8 t/2• <br />t3' <br />tT-iJ2' <br />a xf2 <br />7 i 2' <br />13". <br />$' <br />a (tOP). <br />13` <br />S tJY <br />!3` <br />T3" <br />t3" <br />ta' <br />8 f/2" <br />E(TOP)- <br />-13` <br />E t/Y <br />(BOTiO4) <br />f3` <br />8 tfa=. <br />t3' <br />73" <br />7J' <br />10` <br />73" <br />10" <br />17' <br />E" <br />73' <br />a t/2' <br />(ItpirpY) <br />13'13' <br />?" <br />7 7f2" <br />5 t/r <br />13" <br />8 (TOP) <br />1>• <br />R7 <br />13` <br />13' <br />73' <br />a 1/Y <br />43' <br />sit Y <br />9 f/2' <br />a S/2' <br />S3' <br />a if2' <br />E (TOP) <br />_ <br />- <br />8-i 4• <br />:8 tf4` <br />E .•' <br />- <br />-. <br />8 tf4" <br />E t 4` <br />$ tf4'. <br />a t.+'. <br />_ <br />.. <br />- <br />6 t/4` <br />e 1 +' <br />6. (7%Rt'•) <br />SFE SWF2T 4f FOR T'� &� FOR NBtAU,A7W3N5 RiTp YID FWFii INALONOS. <br />• MMwUM ANGiOR SPACIINffi AND WMIRIM. IaBTFlISiE ARE P,0%dTEO � 'Itl8 liC7tEDUf.6 FOR E:O,. <br />LESS i1itH f11b%ai7ED ON SFatEddAE AIffNOR tiPA�afa aY tEJL'l�LYEIa gRA<9!a OR <br />SOIeOlA.E lTf 711E Fi7U1.01,170 FA4'RR!$. i44 7185 OPflt111TIDr7 m � P05'kS{t, RiD7RR� t7fACMMa <br />OaLuaFA tlswFti FACTOR SOLI NOT � l.ii4 ifwR 7R♦wMnl SPACWO FOR EACH 477CnoR TYPE <br />t%i 1HB Bga7,A.E <br />101at� lYP£ <br />1/6`f <br />1/4Y <br />i/�• :. <br />TJt''• <br />1/i'f <br />7f4"r <br />aWOet <br />atatl-8Et <br />Fw4-Mt <br />t$rela7la AtM3SR 5RrC0RG pn.) <br />a <br />s <br />s <br />s <br />a ,/a- <br />s tft <br />naIAMUM«ee 4n) <br />n <br />a rJa' <br />r <br />s <br />J +/a' <br />s <br />RtBTAeKelta.4 hWt <br />J- <br />a +%a' <br />a i/Y <br />3 tJa <br />3 Yfi <br />a <br />A,aSLtL H10E Q1SL7NCE <br />iAC)1Nt. <br />1 <br />_ <br />an <br />s t <br />tm <br />lm <br />- <br />,m <br />tm <br />� SPACINGS ONLY VAL)D WHEN SPACER 9 IS lam. Si /3 FOR MAX. ASD. <br />DESIGN' Lt3gDS ie MAX. PANEL tlJiGiF�W+1EN FACER 6 USED. <br />A.SD, DE�iN L#t) <br />�� <br />40 PSFOR LESS <br />6'-B" <br />> 40 PSI" TO 50 PSF <br />6'•-2` <br />> 5o NSF Tt3.: 6Q PSF <br />5'-fO' <br />- (SEE SECIfON5 & ALTERNAT7VIS aN SHEETS 93• it. 1S &i8) <br />1 J�µ !�• R-#A/t3. R-2A/13, R-3Aj14• R-tBj#3, R-28jt$ R-38ji�, � 1�. <br />R-EARLS, R-2AW/15. R-3AWT6. R•-f8W/13" R-2BWj15„ R-3Bwj16. ,8 �'. <br />O <br />a o <br />a, <br />r <br />`1j <br />:i ti 3 <br />I G <br />P 7, <br />I 7 I <br />t/4'o-2L6r1`SS. BOLTS � <br />(t75E FOR PALL 7fNG7)t ' PANEt�t17(GiH <br />[ E i itEOUtAR S7OPoA PAW£:. ;. ! I � REQIJLAR STORM PANEa. E'-E' a 44pA. -#0.4 POLL. <br />E f (Y!/ oaER1AP YID PANEL LEl7C.iti 130LT) <br />t <br />I* S <br />, 7 4I Y-E" <br />P L7PE SAFE)Y EL _ P.. <br />i S <br />MRl PANEi OVERLAP tENOTN 804. 7 } pTf ri <br />1 p[, <br />-T 3 <br />'� � LSE 2'-B" «N.'PhNEE. LENOTt, <br />-.t,. AT ALL ipl2fldNaS <br />S.S. H�i5 w t € F <br />7 <br />{ i i AT i E <br />1 i <br />� � 1 <br />1 Cj pi <br />k I I <br />1 7 <br />I i ` E <br />(t` <br />�A't"§iUo <br />i 2 ! <br />I t t <br />j 3�� T7oN a i.IFE I ! i l i i I <br />- - PANEL BCTTOM CORNERS , {i <br />D.M..Q ' � ;,� , <br />�-arf37iePa <br />Of �. ! WING 1!AiT AT �� t....__wk4D NVi A7 �! <br />11 3 yyyJ; LEFT PAL#{. RIE7Lff PANEL 3' 1' INSTAl1A910NS ONLY YAL� P(7R NTND <br />1" 7MN. R-tAjt3, ii-2Aj13, R-3A/i4, R^1Bjt3, R-2Bj13* R-�/14, SPEED l7P m 770 ,n.p,R. <br />j j j15, R-38Wj18. I R-LAW 15, R-2AW 15, R-SAW/te. R=1RWj1$, R-ztRY <br />.(SEE SEC <br />JNSTALlATtON DEfiAiLS F R LIES SAFETY.. PANEL <br />iN'[Q W3}O� _ STR-UpCTURES <br />v _ 7 <br />Fl€AOER IRED <br />a � <br />� <br />�1 4"0 TAPCSUt � ..7. 4`e 7APGOE) '�✓ f 4`P TAPCON :1 4"e 'tAVGM(. <br />GraR a S'• O:Q: J a #Y' O,G., CHOR 81 W'p.O: { L1,C: <br />� <br />3,-1"9-`t ,fig{3`✓ <br />j `='t�f4x' <br />1/Y f tJY 1/4' tJx" 1/C 7J2' 7J4' <br />[ <br />(( I ( <br />.• 1-. e <br />E. ,n <br />1 � n � 1 � li i <br />n t t tr#. aaxt• a <br />,7s� 41v1` � u <br />� <br />BASS <br />� � <br />fL...-...,^._..._._.� <br />Ftli NNR -py�`71 <br />,awl aeR r-n ! <br />'ti` 8 I fE1a1, OAR r-es I u ., i <br />� #u7Q. <br />d 1 AMt, 1• <br />n PANEL LLTOTti dN PAtkl LENpfN <br />(SEE ELEVAT%!ti <br />p 1 PAN1fJ. LES�'1X ON 9(ElLT 42) f�(a�i s�Ttx�j <br />arc SHEEiE'LEYA 1KKi ' iM7 �-IEEi 13) B i <br />� � .._ t t <br />nRM^-sEIO fa 6EAss. <br />._ R i �2sE7PARArP+bN I �.✓ k j � � � <br />n---sE?T�N- <br />; p Tp OLiiS. 8" <br />f!. <br />i� "" <br />•,a lr2•� , a(atJa• <br />as <br />i I <br />2'%4• 1 o.a <br />! t <br />11 I <br />4"f TAPPON e t # � TAPt%Ix tffQtnREO <br />0` O:C- Mt(>iGR. a S' a,O. •. E.. � ANGNGR O 9" O.G. PUTE <br />♦ : �'.•'. }a S1Ap0E;REn-'Wf ST770 '^s � ST... wf STUD REQUIRED 4Y TAPCON <br />� i �x#� <br />- REr7,IRE0 - ALIREO <br />O LT�E,� AN.E�#,�I O���F�PANEL <br />3 R7` �! SCALE 3/ail. <br />Isom' 7tiul'+�y, <br />�. GEMS •''.,q'� FLORIOA BUILDING CODE Nan NI h V+IaohY'HuPrkana Zone <br />li47fS: Oman a - st. FJ. a Lem, <br />i. INSTALLATION ARE ONLY VALID fOR AS.D. DESIGN . 44167 * � 24 GA{)E GAt.VAN1ZED STEEL STORM PANEL , �, <br />PRESSURE RAT3NG5 [[D•s.f) AND PANEL LRaGTH5 A5 RAL PROTECTION P TLC. PER tO.EVATXRI DN SHEtT t2 �. STAT)? 0 +L � �► � a«a. R:F <br />f0R FRAME <br />2. Nl1Y WOOD CONSTRUCTION: WOOD :� a taib aw at stomas <br />MEMBERS TO � SOUitfERN PINE Na 2. W/ 'SPECItTC y. C±M x1flR1a : • rw °�• � a�4 <br />.• %tdit' Exa#)BDF-7(Na. FNC iaa4)eaB'°d7e7 2D-17S <br />OENSftY OF 0.55 0R FOETAL- / •�-.Yxa rr..�+.�.. <br />- aRaYPki Iq: <br />t�f � CA^tea#7Yi YIR JF iIrMSP Im r p.Ww our <br />7MLitR A'dttlf rig. P;i'; a tx- x , 7MN%tr to dF la <br />MA%.. AS.Oi <br />PRESSURE <br />fro <br />MA)gM1A! ANCHONS� SPICING t'qi aAtd E0. PER SOk#SILn,E 1U.�v <br />APPLICABLE <br />1aA147AIA <br />P <br />PANS. <br />ll:7VBtH <br />(n•) <br />MAX. A,$,O- <br />bE3fOW <br />PRESSURE <br />WOIIM47M ANCHORS SPACING fOR. h8N <br />E.Q. PER 9G)fEDUii BE40aA' <br />APPLICABLE <br />PANEL. <br />Lfl7GM <br />TAPC4P1 <br />SOLID -SET <br />� <br />P PLLS'.� <br />FAM.4G-NNL81 <br />CAklt-DF <br /># � <br />TAPCON <br />SOUO••SET <br />P <br />P�,q <br />: <br />XAMAC-NABiN <br />CADC-d! <br />& <br />m <br />m <br />m <br />m <br />m <br />m <br />THEN <br />m <br />,a <br />m <br />>+aE, -9E <br />+ � 78 <br />iS' <br />ti' <br />i3` <br />i3'. <br />7S <br />43' <br />13' <br />43' <br />73' <br />12' <br />t3' <br />t0` <br />-s <br />OR <br />: LESS <br />+ �-78 <br />+tta-itit$ <br />a 1f2 <br />13"- <br />$ t <br />tY <br />7 1 Y <br />s t <br />a t Y <br />1 <br />E.-0. <br />(%t <br />Ik'SB <br />t3` <br />Tt' <br />13" <br />13' <br />'t3"_ <br />13' <br />13' <br />S3' <br />t3' <br />!Y <br />t3• <br />/C <br />t (BpITON_) <br />EY <br />8 1/2" <br />11' <br />iS <br />13` <br />9' <br />73" <br />9` <br />10' <br />7 if2` <br />}J' <br />8• <br />t (BOfiMI) <br />43• <br />tt` <br />13' <br />J <br />3 <br />S <br />i <br />t2' <br />i 3" <br />1 �' <br />2. - <br />(LOP) <br />t 3' <br />S" <br />1 !' <br />0 - 7 <br />tY <br />8 1 Y <br />/ <br />, S' <br />8 1 Y <br />/ <br />7 1 /2 <br />fi l %2" <br />43` <br />13 <br />tt <br />t3 <br />13 <br />13" <br />t3 <br />t3 <br />13 <br />7J' <br />12 <br />13" <br />7a <br />2 pNaF1DM) <br />iJ' <br />T <br />iS <br />13' <br />t3' <br />i/ <br />f3 <br />/2 <br />/2' <br />/Y <br />t3 <br />/2 <br />(BOTTOM) <br />t3` <br />1t" <br />,3' <br />TS` <br />72' <br />13" <br />30 - <br />3 Da') <br />i1• <br />r <br />a ' <br />J <br />,r <br />13" <br />at : <br />, }` <br />4, x'tQt <br />[ <br />/2 <br />T1 l2` <br />is" <br />6" <br />3 tmP3 <br />2 1 /2 <br />12 I <br />B 1/4* <br />e Ile <br />1 2 1 <br />/2 <br />f 2 1/2' <br />8 1/4' <br />8 Ile <br />3 liOTfOM) <br />( <br />2 <br />T2 <br />t 4' <br />J <br />2 t f2 <br />bbi" <br />f <br />i <br />8 JA <br />E1/4- <br />3 <br />ISpFFOM <br />{) <br />8a <br />S <br />8. <br />S' <br />9" <br />4 t /Z <br />4OW) <br />r <br />J• <br />8" <br />8 1/2- <br />7' <br />3, / T" <br />8` <br />+' <br />4 1 /2 <br />3° <br />E 7 JY <br />TAW <br />4 <br />(TOP <br />8" <br />a" <br />$" <br />a` <br />8" <br />8' <br />8` <br />(9iMOAi) <br />a• <br />- <br />E Ii''Z" <br />8' <br />- <br />'S' <br />8 7/2* <br />T <br />4 (�71TOLG <br />AS` <br />74' <br />1J` <br />13" <br />7S` <br />13' <br />13' <br />t3' <br />7J" <br />tY <br />73' <br />Ip' <br />(iLLP) <br />7'3• <br />E 1/2` <br />1S' <br />13' <br />tY <br />!r <br />73' <br />9' <br />10' <br />7 ,f2' <br />f3' <br />C <br />5 (f�) <br />13' <br />it' <br />13` <br />13" <br />3J' <br />f3` <br />13' <br />t3` <br />13' <br />12' <br />1J' <br />itY <br />_ {�110M) <br />t3• <br />7' <br />i3" <br />13" <br />13" <br />a 1/2' <br />fJ' <br />9 t/2' <br />10 t/2 <br />7 t/Y <br />73" <br />$" <br />8 p97IT0Y) <br />13" <br />it' <br />13' <br />iJ` <br />71' <br />t3` <br />73` <br />13' <br />13` <br />tY <br />13' <br />t0' <br />8 ([OP) <br />8 tJ+' <br />8 if4' <br />- <br />- <br />- <br />- <br />8 1/P <br />8 iJ+`. <br />d {pOTi!z <br />- <br />- <br />8 if4' <br />6 7/4' <br />6 ,f#• <br />8 If4` <br />8 1J+' <br />6 1/4• <br />- <br />8 ij#" <br />$ S/4' <br />a (eOTT.•*) <br />f0' <br />l7• <br />E" <br />13' <br />B 1/2` <br />1 (TOP) <br />> TO <br />8'-O" <br />t3' <br />b' <br />13" <br />0 i/ <br />13• <br />B t <br />t3• <br />$ t/Y <br />7 1/2' <br />a 1JY <br />13' <br />i 1 <br />t (FOP) <br />. <br />> <br />Tp <br />7'-g' <br />_ <br />13' <br />7 if2' <br />73' <br />7J' <br />jr <br />40 1/2 <br />73' <br />TO IJZ <br />St i/? <br />8' <br />13' <br />T <br />1 (BOitOY) <br />7S <br />E 1/2` <br />f3' <br />i3' <br />t3' <br />Y <br />i3' <br />9' <br />10' <br />7 i/Y <br />13• <br />E" <br />1 ptO1T01n <br />11" <br />7 1JY. <br />,3` <br />13' <br />tS" <br />,p" <br />13" <br />SO" <br />:ti" <br />E" <br />73' <br />E if2' <br />2 (TOP} <br />1S <br />S` <br />t3' <br />6 1/2" <br />tY <br />6 1jY. <br />7 1/2' <br />E t <br />t3' <br />:4 Y/T' <br />2 (TOP') <br />43 <br />7 4J2'. <br />13 <br />13 <br />73" <br />Oi/Z <br />13 <br />7D tJ2 <br />1 9J2 <br />® <br />tS <br />T <br />2-(g4i'ipM) <br />13 <br />7 <br />x3 <br />13: <br />M1J <br />iJ2" <br />13` <br />6 3J2 <br />O 1/$?: <br />fJY <br />73. <br />i3 <br />7 4f2 <br />7J <br />t3 <br />73 <br />7C Y/2 <br />73 <br />to Wit <br />/2 <br />t /2 <br />8 <br />13 <br />7 <br />3. tom')... <br />13 <br />7 <br />iJ <br />7 3. <br />t3"' <br />S t 2 <br />J <br />tJ` <br />$ t 2 <br />/. <br />10 t /2. <br />7 J2- <br />1S <br />8 <br />3 (TOP) <br />B i/4' <br />8 tJ4` <br />3 (EOTFdd) <br />E 1/4" <br />J (BOTTOM) <br />7 1f2" <br />3 f/Y <br />8` <br />8" <br />7 TJ2'. <br />4" <br />8" <br />i iJa" <br />6` <br />3 1/2" <br />r <br />3" <br />4 (TOP) <br />7• <br />3" <br />8' <br />E if2" <br />T <br />J 3fZ'. <br />8' <br />4' <br />4 i/Y <br />3` <br />8 1/Y <br />2 1f2" <br />4. (TOP) <br />E' <br />13' <br />tY <br />jr <br />SO 7/Z <br />13' <br />10 1J2 <br />1 if2 <br />8• <br />1J' <br />T <br />8 (iGP) <br />iJ• <br />10' <br />7 iJ2' <br />t3' <br />8' <br />1S• <br />7 3/2` <br />13' <br />13' <br />i3' <br />0 i/2 <br />13` <br />to iJ2 <br />-t if2 <br />E• <br />13' <br />r <br />S (Bot1oY} <br />13' <br />Y <br />73" <br />f3' <br />13• <br />9 1/2' <br />13' <br />0 i/2' <br />0 1/2" <br />7 t/Y <br />7J" <br />8' <br />9 (BOTTOtt) <br />t3' <br />7 1/2' <br />13' <br />73' <br />t3' <br />0 i/2' <br />73• <br />101/2 <br />tt t/ <br />M <br />13' <br />T <br />8 (TOP) <br />t3' <br />S <br />13" <br />13• <br />$ t/2' <br />f3" <br />a 1/2' <br />7 t/2•b <br />i/2' <br />13' <br />4 t/2" <br />8 (7OP) <br />8 7/4'-. <br />- <br />- <br />- <br />8 / 4' <br />8 i/4. <br />8 (BOTT.•') <br />- <br />- <br />B t 4` <br />8 t/4' <br />8 t 4' <br />8 1/t' <br />- <br />- <br />E i4' <br />$ t +: <br />8. aOTf.'•) <br />SF.E $lMiT 1f FOR A tYpE 2 EfAGa%t POR NS9oaae1SAf6 WIa MOOD iRWe BIRlOM108. <br />• Y%a4,8/ ANCKlR sPACa1p8 AM MN4UM737tlE 915a\MQE AM %aXD17Ep aR TM aatEaaa Fdt Ea <br />I,cas T7Pa! ,RolaTco ON a,xcdAE 1 u,GnoR SPACING BY M,R1W1.WN0 : aHa»f off <br />sttfft%Ac ar iNt IaL10ae1D FrataRs !T#I ttas OPefA1,ON m � t+O65R1.E, tKWCiD tiFct/0 <br />0!'F B.D VaeiO frcSOR 9twLL ItBr BElE35 7tPd1 IelYA371 fiPACM6 RRMGOED FOR EACH 4NeNR TYPE <br />ON THIS i7q.INAE <br />ANl3i{�tYPE <br />tJ4i <br />IJ44 <br />t/4'r. <br />i/4i <br />1/41 <br />1/t'r <br />77tP<%M <br />eaRo•eAt <br />fud+a�a#a <br />aa7c-N <br />YeaAtE, AtaGgR sPrcgRa (a,.) <br />3 <br />! <br />3 <br />a <br />a <br />1Jt <br />IAOIRAWMHaBE Eaa) <br />s.. <br />a t/a` <br />a• <br />s <br />aBrAxFr&fE.aa Muir <br />a <br />s :ta` <br />J ,/ar <br />s t/a <br />s ,fa" <br />At'RMt. EamE pSptflCk <br />PAaTOR <br />a ,N' <br />J. <br />0.to <br />aTe <br />- <br />Im <br />- <br />bes <br />3 4ra• <br />,m <br />tm <br />- <br />tm <br />,m <br />f• SPNdNGS ONLY VALID WHEN SPACER ISIkSED. SEE T,�BLE 1: 'Fai W. A.S.D. <br />tF LOA(7S &MAX. PANEL. WkiEN SPACh72 � IS <br />SIRE &tEEFs to t is Ftl9 ANCHORS <br />feu�mvALutat+B Ina <br />Yn7aNY ANCHOR SPAOdA18 A/ID itR1PwIM <br />ffiGE I�'fAtiCE ARE RRO7CAT� INf FIRS <br />1� f.D. 7f55 7fMN lda6T7b <br />aH sCrf7bstt.E fap,tcE ANCHOR sPAa+a <br />er a$R31PLYkic truxRp arnrR oN <br />SCHEDULE BY TFff FOElOaam FACfpRg <br />fiM SF� @PEMl10N 10 BE PDS'�F. <br />IRttIGED SPACnIa QaTNNW 17SaW <br />F.iG'TOR Sf1AEi NOT BE LESS 71NN <br />MMIRBIY 4PAC1tP7 %t01GTTD FORFAOk <br />ANRgR TYPE ON THIS BLY(EUTA.E <br />ANCHOR TYPB <br />t/i1 <br />tAFC0f1 <br />tlllMllN. ANCHOR MMOgQ ¢z3 <br />3 <br />rMxM,Wrmoi 1kr,•q,a 0� <br />�,,,,�� UP,PrIz t17Fa, Ey <br />a. <br />a <br />a m� damEt� as.T <br />Ba«R <br />11/a' <br />Qa6 <br />a ,M. <br />aei <br />J• <br />esb <br />3tY <br />- <br />iN�i� WOOD STRUCTURES <br />p <br />