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°MAXIMUM "a.�P{'�"' <br />M1AtAUY RABBI CAT <br />12 <br />LY al'�N <br />M" '° <br />7r OR LESS <br />9/Ir <br />{CITED • <br />1•. r, a•. <br />2w•31 <br />.06A -75] <br />70• on MI6 <br />: 7n <br />BOLTED • <br />4' • OW <br />• BOLTED Wr/ t 4To Y.•20.3/;,11�AS M t W**hW AT OIOW6 ADS OF PANEL LENGTH <br />-,Xr, a - I .Ilr • 71 -.71 tl , ,MI U <br />AAA <br />MAIHIY AlV AM SPOW Fa L 0.. 3 I1r '• <br />A P UUW to <br />DrIwA/naI <br />IS, MIDI <br />LDIGTH 1prJ <br />(. <br />1tIP00115I <br />rxK-lt <br />rwoMAt rewE B <br />►wawa[ rLlw <br />To coic" T[ <br />To emown <br />OMMIW <br />t0 ODHcmm <br />To CCPIG.IM <br />11LOOK <br />m ..... T[ <br />am <br />66.0, -75.3 <br />12• <br />N/A <br />12• <br />N/A <br />12• <br />N/A <br />12* <br />N/A <br />1' B 2- (TOP) <br />70' OR LEA <br />it, <br />YP <br />10• <br />3• <br />S' <br />!' <br />S• <br />4' <br />' ) <br />12' <br />31 <br />12" <br />51 <br />{• <br />e' <br />9' <br />d <br />, BOTTOM) <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />12 1/2' <br />1r <br />Z' (dorm) <br />H/A <br />a 1/7• <br />N/A <br />1/2' <br />N <br />4 ' <br />1/2 <br />N/A <br />12' <br />N/A <br />12' <br />N/A <br />11/2' <br />N/A <br />{ 1/2• <br />N/A <br />3' (BOTTOM) <br />12• <br />N/A <br />12' <br />N/A <br />12' <br />N/A <br />12• <br />N/A <br />4- (TOP) <br />1Y <br />{• <br />12' <br />9 t/Y <br />tY <br />11' <br />12' <br />1r <br />1' (80TfOM) <br />• Lt1erM 10 MO W. A.S& DOM rIRESAIN[ M»w. <br />•fw MNo w FOIL ANCHORS TYPE A VACM FOR RdMUAT,OW INTO WOOD <br />Fw1N Asaw <br />hOR M NOW WWOM MO U MIM Mw DOM = AN ROOM ON THIS <br />FIN LL Lm THIN OOOATM ON 904MAE NDMK9 no" 9AION{ <br />/F MMIKVIM ALMOND sea ON Sam" INFO THE FOLLMM FACMW ES <br />THISIC OPOWON TO SE PCMKL rEMW SACM OWAWM IWO FACTOR SAVA <br />WT w L1 IIMr WOMAN WACRES norm NM UAMMIw TYPE a <br />ANMIORt <br />1/41A <br />1 1/4'N <br />_t/P• <br />07X-AI <br />1AOI1 <br />Am. maw Done SAS <br />3 <br />3 <br />3 <br />2 1/2 <br />wrArrAAM OarwY OIV <br />r+WWu arNM BI• rU <br />3 <br />3 <br />) <br />7 <br />J <br />3 ly <br />3 In <br />=a rA sm mmmIBa■ <br />r <br />Im IAD f <br />71 <br />lm Im <br />va <br />+ POWM Ma. OKTAN E SEt*M BOTTOM Or PANEL <br />MD ® To SL yr <br />I <br />I <br />++ IKmvs MAo LwWC[ 9 ram sMRToM OF PANEL <br />AID ® to BE: 3/le 3/lN• <br />MAW. <br />NYR afte <br />COMPONENTS FOR REGULAR UFE SAFETY & E-Z HANG STORM PANEL SYSTEMS <br />(SCALE 1/2-17 <br />f6.IW-------^ - Ller- -- ��� w.1/� ----- - / `\r , zso IOOu Les' - +asY I.t' RI,cTEo <br />.12.900' ([FFLC,IWE WIDTH}-._.____._ 1 •'r'�"VO MIRE • 6 1/4• <br />.gip -4y,- w • i5 I/r O.C. <br />• , �-, t -1 r---- r_,.300'--i j,.500' 1 1 i 1 t0' I OMN w AEVWAW) <br />U AM', <br />•I _ . oat4• rII THNMc 6 b 3.3ie' t.e71• - 1..-rm�- �c <br />T CODE CAM ABU TYP. 2 ( i' LODE tAir -. J <br />i ORACC w HtfYM1M I 2.125' <br />C-w GALY. � EOOE .-+ <br />LOBS' 1.SOO'--)�) ) <br />STORM PALL ---------"--------- 3n- ) <br />+-�- <br />1.]w' - t 3sC- OCTAL A L000• <br />MHEI.f AWL IS espum AIIWIW L_.._. _2y7•__. <br />AT DMM O AT LOT 90 NOR ar PANEL 2 'AHM HEADER 3 'F" TRACK O 7iFR O 4 A1101F WITH STUD <br />MARRY END LP �,t,. 1 aF iiN�n OA0.021• SiEEI <br />W/ NEIBAlD EDSE 3( PANEL • <br />saw• i <br />J 0.]7S' 0.26r• <br />- - a.:w r(... ISOMETRIC VIEW DETAIL A 'T- :ie7T 270• -wn OR <br />1 HOUNDED COIINEII • [NOS OF PANEL'S Ab, JAI• -1 <br />.37e'. _--I ENO UP W/ HEMMED COOL (. 62S{ .42s•. <br />2.500, ( m i wrMa �/�i! <br />ar oer ---�- ®KEY HOLE WASHER <br />3.700• 75G• ©KEY HOLE AT. PANEL-•�.Tw• .. <br />(TIN-) 31�-Nt5! ALUM. ALLOY <br />- W SHEET 6 FOR IDEA TIAL <br />I SEEM 2 1 (. _. '" -(TIN.) i WOOD en ICUAM& <br />AL .RAM <br />-low Aw <br />2.54r-_---� L.I te' I (TYP-h <br />O 1.000'r L_ i .7so' ' <br />O7 M, -H- HEADER © -'y' HEADER - J L. i17R) <br />1• A N. TO V MIN. __.__.-U <br />®SLEEVE� 1. MAY. <br />oil '1' TRACK t© PANEL HANGER <br />3000 - _ I- Au TI((/j (1 1ze WLOE) <br />(USE ONLY FOR E-2 NAND STORM PANEL <br />74 ✓•,•••••••••, SYSTEM) 6053-To am, ALLOY <br />alt -� <br />,,67,• L000 (._.1 P * ,"25 . p - ... .-- N0.44167 FLORIDA Bi311.01N0 CODE Non h HIM am Zo,w <br />+ ® ri. <br />M. <br />LW. <br />ao, .t23 d $. MIN (3 ef1wntraAe 24 WOE GALVANM STEEL STORM PANEL MAN <br />ON, <br />N <br />t✓ 2.000 ___= i (M►.) t.... _ NEE IDCTD,w.--_ bQ'•, STATE Of <br />- L MR. :6 IL E C O IwB. PROTECTION PRODUCTS. U.C. Rac <br />4er ALMA. 61 lvw <br />CARL'm4• d' / le".. � ol• �-•NACU. , 4 eWd nas: dN TIN m 04)06-8m 20-175 <br />1© BUILD -OUT ©4 RUILD-OUT 'F' TRACK ©i ® sL s`ea"6 �' 6Ar'• ` <br />TRAM AML(7AMEAC 3 A110'r) r.c SOL/W6nIFLIrW/O•TL WIIDR A V.. i •Alt ! r n <br />RE <br />W ac71EDL <br />SHIM 9 THOUGH <br />00 <br />MAX. <br />CONCRETE ANC10Rs _ <br />(SEE SCHEDULE ON <br />1 <br />1 <br />REEK 9 THROUGH 10) <br />1 q)- <br />I <br />[ <br />NI <br />R <br />y <br />_UAW <br />. <br />1 <br />PANEL LDUOM <br />(SEE SCHEDULE <br />ON SHEET 3) <br />W SEPARATION1 <br />1 TD CHIP. <br />I <br />_O I <br />GLASS <br />GLASS <br />�TUS <br />'� $CHOW <br />I ON SHEET ]) <br />I <br />OF . <br />1 <br />10 (/{) <br />1 <br />I <br />MAX.1 <br />1 <br />j <br />at oa <br />1 <br />/r <br />1 <br />j <br />I <br />ANCHOR <br />\ <br />CONCRETE <br />(SEE scHEDULE oN <br />OF WAIL OR SIM <br />CODRON) <br />sHEETs 9 THROUGI <br />COIL IL ANdgIR§-i'(SCE SCHEDULE ON oIN <br />REEK 9 THROUGH10) �..`....-LLD. <br />CEILING <br />SCALE 3/4.1• <br />10) <br />I. I, 1 dU N.11. <br />re <br />SCHEDULE ON <br />rs 9 THROUGH 10) <br />�I,Tw11AT[ LEG <br />110N <br />••rS��tS�L r '• H. , 1/411' U1SIXX MWO we <br />9) rao--✓•-'w �. -' OROV 11t wwA w <br />1/4•-wrl• &L ML y 1M <br />• 17 ,/Y O.C. <br />C NCOM AND <br />($a SCHEDULE <br />1 MILL <br />O LAIR SPACER <br />1 SUVAVM <br />1 <br />70 DIM$. <br />1 .Y-S1n• (ffi <br />'oINRW�' sommw <br />I ON SHEET 3) <br />ON SHEETS <br />• A 109 <br />-Mo SPICIER <br />L1rRlr aw /� PANEL LOOMI <br />LSNRN OiWI 7-rl <br />_-_.... _ (SEC SOMEDUIUE <br />.. <br />Nj <br />ON SHEET 3) CA/145 <br />TOFMAX.1 <br />X . <br />1SPACER <br />OF %* <br />I <br />MAX. <br />• • 6 1/P oa. <br />i <br />CONCRETE A/1CON5 1 <br />(LEE SCHEDULE ON <br />SHEETS 9 THROUGH 10} .. I..{ H 12 I/e• LONG WX. ALUMINUM <br />• SPACERS 0 1 4' O.C. VALID FOR <br />ALL DES" tOA� ANp PANE. <br />0 POURED CONCRETE1 <br />POUREDa0CK ii LENGTHS PE1 'AI[tl 3. <br />ED. <br />WII <br />R[OUNREO. T' MAX LONG ALUM91W SPACERS • <br />Le 12 1/2' O.C. (SAD: 17UBLE /1 ON <br />SHEETS 9 a 10.) <br />17EVLL 1 <br />EOr- <br />4� FLORIDA BULDING CODE Non High V41I Nu Zane <br />.44167 '� <br />OW 1100110, W.24 <br />GAGE GAWAN= STEEL STOW PAID. <br />rA <br />OWN on <br />*• <br />* * <br />PROTECT" PRODUM Uc• <br />"� <br />•• <br />STATE 0 <br />1 mac OIN{. <br />O/ <br />!riOR)oT : <br />NIOI lW. 61 moor <br />OAMW a MIA20-175 <br />'/O•••• •''�6 <br />1 <br />IAWiIMUMm.aN <br />Mom (wLIWIFTw, FAIN IwA)M-OW44-4= <br />olre NN <br />ML M A, WAIT rt <br />4 <br />wm W 9r » <br />ALTERNATIVi 1 r"W <br />SCALE 1/4•-1' <br />F�Ium TO <br />Sms <br />M. NBTALLATONS ME ONLY IALIO For IIALORG! WITH ASS. "ON LANDS <br />UP TO +w.a -70,3 PH AID OU PM&*$ LIM UP 10 6,-,o•. <br />i IN NEW WOOD FRAME CONSTRUCTION, Wow wwm TO K soaTmmm B <br />PINE Me, L W/ SPCCFIC OMOM OF 0.55 ON L'OUAL. <br />1tMNIr <br />vL�•....:...�L/j <br />[" ✓ <br />1@ <br />of SPECMW AIO RE0IMIONNIS NOR OF SHOAT TOP AS <br />WELL AS FARE, MNI,tCT011 70 17AACNt TN(� 0 PAT M9® ON �DQ A�L1 <br />1000 tR 2000 6BTALIAt10N TIRE ON SHOT, 23.' '-`^w'+• <br />#' <br />AL7Elmm TOP MCA= wom,c'•. <br />Rio o*.L. ' <br />••�.P6 <br />WTOP • 6TDm N ANY <br />- - D <br />WAY 10 Art arc IMNAAMMH lOWRI TRICKS <br />NOR : sAA1T1ETRICKS NOT SIDWN FOR CIwWM <br />h,`r"s/ON• <br />4iNNNNIII PIE. RU <br />AT TOP OR BOTTOM <br />YRTNL]BACXS_A.Otm IS <br />MAXIMUM PANEL LENGTH <br />L+" OR "L-" (ft.) 0 <br />WUIMIM A.S.O. <br />PRE85UMTWp <br />CONCRETE IT MOOD <br />IKTNU7tDHR t <br />VD <br />Ir-0' <br />r2•-0• <br />/ao <br />Fr•-0• <br />W-+• <br />ago <br />rr'-e <br />too- <br />Js.o <br />W-10• <br />W-0• <br />400 <br />4JA <br />r-r <br />r-r <br />- no <br />r'-I• <br />r-4• <br />Sao <br />e'-r <br />01-0' <br />no <br />r-r <br />r-r <br />/ESA <br />/'-0• <br />Y-4• <br />r-o• <br />?so <br />Y-r <br />01-101 <br />Sao <br />SRO <br />1-0• <br />1-1. <br />SOLD <br />S•-r <br />e'-r <br />rao <br />01-0' <br />r-C' <br />rase <br />r'a <br />6•-rt• <br />T1Q0 <br />,rao <br />- <br />r-r• <br />nr.r <br />S•-o• <br />im TRAe1a ID QD 0 t 0 a D.M..Q• 3Q• <br />DIN= MOUI AT EACH 13� <br />MAXIMUM PANE LENGTH ®®orC4 <br />"L+" OR "L-" (ft.) 0 <br />MAIOIW AS.O. <br />P1E5lLI RATBID <br />tPA.r.) (+ « -) <br />CONCRETE • wm <br />NW^ ATOMS 1' <br />u <br />MO <br />I4•-4' <br />IJI <br />ffi0 <br />Is'-rr <br />rr'-7• <br />Sao <br />/N'-I• <br />11=Y <br />JLO <br />10•-/O• <br />I• -I• <br />Sao <br />r-e• <br />r•-r• <br />Sao <br />r-r <br />a, -,- <br />a" <br />r-r <br />r'-I, <br />sso <br />I•-r <br />7'-r' <br />Eno <br />' r-0• <br />ra• <br />uAo <br />r-e• <br />r-i• <br />rao <br />r-r <br />r•-rt• <br />290 <br />so.o <br />r-0 <br />91-51 <br />no <br />1-0• <br />r'-J' <br />/O.o <br />61-01 <br />Also <br />6'-7' <br />5--ro• <br />10a0 <br />r-J' <br />s'-r <br />logo <br />r'-J' <br />D'-4• <br />►rao <br />- <br />r'-r• <br />I/AO <br />1'-10' <br />rur <br />.•-r <br />MINIMUM SEPARATION TO GLA98 9GIE'DAE <br />WXMM <br />PANEL 1D161N <br />on) <br />MD SPEW 4 170 .40 <br />SRD SPEED > 170 r,4.h <br />UNIR6� I <br />ROVAN,EO <br />LVMMW RM <br />I KPW*IED <br />30 OR LESS <br />1' <br />,• <br />.• <br />• 1/4• <br />).3310 90 <br />1 7 t/2• <br />7 1/Y <br />lW TO 145 <br />1• <br />1' <br />7 1/2' <br />7 1/2' <br />>t46 TD <br />1' <br />r <br />- <br />7 1/11. <br />/._\ IMIIu ALAI uIMJ/f MuluTlAu <br />TOP <br />BOTi'OM <br />owm <br />Mo1Mf <br />T• <br />HEADER <br />'U' <br />HGDEt <br />tASTUD <br />ADLE <br />T <br />TRACK <br />M7MM0L <br />W <br />r�//efppEE <br />0.0HNES <br />DOW mow <br />3r <br />35' <br />4 <br />1.6'XI1' $Too ANGLE <br />Sr <br />32' <br />1' <br />]2' <br />a2• <br />JB• <br />]e' <br />21 <br />"r TRACK <br />!0' <br />1.]2• <br />42' <br />er <br />90 <br />10 <br />TAANUIw <br />1.1. <br />3B <br />60 <br />51' <br />w' <br />S <br />SO' <br />3r <br />32• <br />3r <br />f0• <br />or <br />NFIIGET "E"IED <br />27A'Mn <br />INSTALLATION DETAILS FOR SERIES 2000 Li 1000 E-Z HANG STORM PANEL n <br />INTO EXISTING WOOD STRUCTURES <br />1/4/'.S•UO 9P[YS • r O.C. W/ <br />DOM • R• O.G W/ ymottAm MAIM" <br />O ESRITSAC HOOD HEOM)L Y I�� Ho MM. Yw• wow <br />THREAM POI(7MTON II FIAT OR ON kDQ <br />I WOOD HEmM. <br />•L i 4 C.nL /1wP fw.o <br />'1 / • 4 DID OI® \ <br />-i a Door <br />4iA1 1•• LAO sCPEln • r O.C. W/ <br />/ _ +i 7T /n / ` e-Irol� Tow W rfMlMnal <br />1�AAAeElOn4M • ALL <br />OF EVOM(� i1YP) <br />WOpp Hr�pA ,6• AWn. Pp RN[T 0 rA sJ1A <br />RWUWIm OF VOW ® • u MD OF <br />b ri. <br />MAIL 1/2. <br />1� F DIn4 <br />r 1 AIM _1A KID" <br />4 9 Ir Yk 11. 4'4'w•RI 4' <br />f��A M//32/4• 7 NS 32 <br />��� 1D aA31 WWONJr • 1 • 1 <br />2% 'IovDer R <br />qg1 r I TO GLASS. Hy <br />AN I r � EI <br />dd �gg 1 €y <br />N r <br />- ,� B _', 4T 40' <br />,Qi oil' <br />^ \ <br />�xllp_.._ .___. _. --L` <br />1 .'.- .• a , 1 4•0 Pw4AMTE FEW D 6 <br />�It I 7ALIW'/ CAA.71 _.._ •• .. <br />MN� �•ND1E to����BELDF!) �R�. j f�ElET1MrION• ,2 Ilr O.C. <br />tln <br />/4'0 LAyO I • PaE�Al1oN • `9o00"U441�tMM 1 ti^• s, W/ <br />Q►wN�O A}[ sum 2000 OrFa ato"� '-0.. <br />PfNET L • 1�• -_ / ) , 1 i 0/2 MIMI76HA�/IpMf Y aL <br />YN. (2)_ Y_N' I/4n W' TIMtApM EpO.lMrbn 1/7LOWDWI Ii gown 0 r O.O. W <br />nArL Mn (2 2' <br />WOOD R[DLI•Ro ALTERNATIVE 21Iw NATO, ON EDGE <br />• Ix <br />PREP no w ON COW SCALE 1/4'.1• I I � MN. 2S4' WODO <br />PLAT[ MAUM IT <br />MAL HIS <br />AI T[NTI6�T(VE 4"W <br />_- SCALE 1/4•-1• <br />917HWs • W OL W/ <br />THWADO P047UMN <br />WOW HOAR. <br />CFTC-2..3/1• M.i. <br />R I DA W16 <br />nL Ftwt' sxS <br />r�2-4 G DID OF <br />, wtAAL 1/24 • <br />1/.Y•207�.• Lr <br />IL 9OIE71 N/ <br />r•ow 11D0, Ac <br />20 OM)E GALVANIZED STEEL STORM PANEL <br />to <br />AWN IN, <br />L ECOINe. <br />GLOBAL PROTECTION PRODUCTS, U.C. <br />amA,r. f1 wet► <br />FAA, a6X+r+»N4pwIZ m14 <br />07nN/Wre <br />°R <br />` wNPw WU N <br />CA e6wiIs <br />A A• PJ. <br />20-176 <br />DA AW we <br />r <br />flMr r r w <br />3/4. 4/5. 5/3 t 6/5 <br />2W/6. 3W/7 it 4W/7 <br />3• MAX <br />I 2/4 1/4, 3/4, 4/5. 5/3 t 6/5 1 VSL <br />Tw/6 2w/G. 3w/7 AT 4w/7 <br />ANCHORS ONE RCM XU ON SNEBS 9. 10 A11) ._._._ __...J <br />REGULAR STORM P,;ANEL C1� ELEVATION <br />2Mr N.Ts. +/4• wa.. GAP <br />(COL 0IOIM�-_1 N w VALLEY) f <br />`- <br />MAIL OAP <br />UI <br />SECTION A -A �Q N.TS. <br />1191BS <br />(,) l+: MA,OAM WAMM 19l[ L LOAM <br />L FOR <br />FOR A DAWN P0911NE ASA DESIGN <br />LOW <br />L0/0. <br />L-: MAX NIORMSIE wIQ LD0R1 FCR A ON01 N[W1RE AS.D. OL9RN LOAD. <br />(2) PROCMUK TO WON K wmm Pon LENGTH: <br />OFFER A POSIM ASA Dom LOAD. WR AM MMSBRN KARLL UDIIM •L+• TROY SCIMUL <br />OMEN A NMMNE ASA IDES ' LOAD. MTOOAK WJWM PAWL LVXM4 •L-• FROM SOIMME <br />FINAL IM,IIIAM ALLOWABLE PAM LC MITI 4 EOIW TO THE MIMMU S DE7E•Ilm PANEL LDON <br />IENM 1+• AND III <br />(3) IIEE SCHEDULE IDL1B FOR MN, ►RANI IDIOM FOR PMMW W%FIFATMOH. <br />IR7MUTMB INTO WOOD AK LIMITED TO A w ;1 MAX AS0. KI M P'IKssm MIMES <br />a 10 A 11 MR MAX. ASA. Dom LOAD{ A MATS PANEL. wwms Fa <br />* <br />44167 t <br />'a10 rLUM ME. <br />24 ON GALVANIM STEEL STORM PANEL <br />* <br />OF * ` <br />I L E C O I N e. <br />PROTECTM PRODUCM UJC <br />aN/ww <br />t ae <br />_ <br />111, l Iv <br />• r N� NaNwRlmr <br />20-175 <br />y <br />G`4! <br />FI"w:{RW •H-IM.N., 1rR AT -,a <br />Nw,leWtoo(w4Rw-17W <br />)10-"W <br />•,• .MIA- <br />t•w•90wW1� <br />orWw rk <br />rx <br />• M 3 or T/ <br />INSTALLATION DETAILS FOR REGULAR PANELO <br />IINTO WOOD STRUCTURES -TV _ w '"^ --'--- <br />( <br />a sOICOLUE---- 1 <br />�WOOD <br />.;.,�Tr _/�1 t �frliiW iTIOIN <br />ANCHORS` ---(SEC SC <br />-y',(11EDAE ON <br />ON SHEET 3) <br />l,J <br />/� Ow NMI tI'1eL <br />•'^^'••.-4 TI v MAIL. <br />PANEL LENGTH <br />WOOD ANCHORS / / , !s 1 1 (SE[ SCHIEDULE <br />REaLRRm (SEEON ` i :' <br />„scN)EOLILE II i ON SNEER 1 EDIT <br />, r •_s I III SPAWR 6 <br />' <br />/ n LENGTH1 of r <br />'' i <br />, go <br />WoaO NEADtB ( URE <br />Y)n ' - <br />4 to <br />MAX. LONG ALUMINUM SPACERS • 12 1/2• <br />®Ok TIRE /I1 ON AEC► 11J <br />I 1 I (SE[ <br />' AS, ' !n NOTE •• INFLOW Fdl 13MRA710N$ FOR <br />1 <br />' L. MAX. I 1 1/2' LOG SLIZVES. <br />MAX j I) <br />O I l• <br />PANEL PANEL LENGTH ! I <br />1 (SEE SCHEDLE 1 LC"D'" L <br />`ON <br />1 ON SHEET 3) 1 O(sEEpi 1. t I.. SHE[f J) . PAKI COTE TEMPLE D OR ►MEN W1E <br />•; <br />1 PLUS <br />I .._. (SM SCHEDULE ON SHEET 11) <br />, s,a-w.,• , .d`__..:.._-. _(_._ I :.. <br />_... A I <br />6pw�MIL» <br />CRASS -,��� ' O 2`A4' WOOD <br />LIIPN OYB1 7� , EUWBN� i SEE St3ED1AF 1 PLATE REWRED <br />1 I OIBECT MOUNT W/ SPACER <br />* ALTEC AATNE Mr <br />1 ��� <br />1 1 I '`7 fOYE 3/e-1' <br />( 1 S6B l_._. /2• D.C. SEE TABLE /1 ON SNE[f 11 FOR MAX. PANEL LENGTHS t <br />• , 2 1 <br />MAx. D DESIGN LOA05 FOR BURS INSTALLATION. <br />j 1 OF 'L QD \ 1 <br />1 MAX <br />1. -0 <br />i <br />• 12 1/2' O.C. L._ } <br />II I ,I fU �.1- i WOOD ANCHORS <br />STUCII <br />-----'---- ' ` j I ' , A W/ QN ULE VOW M MW w t I/r UM 9: <br />SIIEEf 11) (q AM MM 1100UWRD m(MIwe svm IO�IIONmMf1gINTH 16'-0' <br />2•N• AIR <br />PLATE -�.. }j HBmUO N9Nf OUKD11ir W:C:w w rBW n► <br />1 i t AlLC11DR1 1• MAIL SVMDM 70 Won 6o010aw ' �_�- s j N!' WOOD <br />01 3 IRA S A , P a I� ..PLATE REOURED CO ANON= own MM cwm4 R M Qy/NL MM PMINE O OR <br />' <br />w 1 (SCE SCHEDULE ON LgNs9NA /OLletlq llK 4 fA1M M11[ f1iAB HWL K lfOw IMMNM R 6 1/4• aC <br />'� <br />1 *ELT t t) OMM IIIM LW1{ HOA NJTSOROM frrl to t/r O.C. MYw4 NUOIw M <br />, I 111R1 <br />' R) wow an SGINN ►USIA[ <br />j '• .. i p RA1IN S 4e0. -w Pal. (3) AtAX 24 SAK Fwn. LOOM • LMIM 10 w R ANN sp 9 <br />A I S <br />WpM mm L Pwa LOW" ALLOW w <br />IIAISNM A91eI Pwa 1O16RI A B <br />7L <br />(3) f10RM FWEI A/OMNIM B aar f4) t , tA0 AWO9R OOHlO,IBIT M AWL w A poem VILY an <br />77��WSWIIj��j''1;;�,I�1LJFJF H�H�yy��/���tMyy' MO AN 0751sN 110w IMII[ tA1LL. SCALE 3/e-r 7. wmMA1p w 1 1 IeW IFWWR w w aaY <br />tPMO 1{I1 II6O WOIO 1, 1 3 4 DOOM r YIN <br />iiWJJG�I�4X.tria. <br />SCALE 3n-1' (4) IILWMIAROHI 1� OILY FOR i1W0 iEraeMam AEA M 2rlw c7• m1Nq r M HLa1MIA <br />Iwsai'S•3mAFME <br />FLORIDA BUILDING CODE Non High Y91oe ?NNW Gone Zen. <br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. �IDO am TAO• F.F. <br />NOTE FOR (IOI■Iy5T10N OF SECTIONS: DESIGN PRESSURE RATING (p.f.}) UWp PANEL LENGTHS * • 44167 ': W. 24 GAO[ *ALVAN= STEEL STOIIY PANEL TXMwI W. <br />* : <br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR * w/W/few <br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 21Y) '. T IL ECOINe. PROTECTKNR PRDDUCTSI LI.C. fMc <br />NSTALATION. •'`70RI0 Awe SW. M e1RILr <br />0 <br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD galas, Aa AL Ar•a A ONMt, ti 373L4 <br />JUAI <br />MEMBERS TO ■. SOUTHERN PINE No 2, W/ SPECIFIC 1S% •LULL... N ""' aw H�,1`-•'C'-oM a-,w ,AIaE, a9l)Ww-nAe. rm (p4)fw-Dn 21076 <br />DENMTT• OF 0.55 OR EQUAL. NM OAe716IwIlLiff yY P <br />Om 6 or is <br />GENERAL_tl4TO <br />AMIw Pn• .r Iw art► t./e7-AYMr tealY rll� <br />-- <br />(0) <br />1. STORY PANEL AIORIH ON THIS PROOLAC7 6VAt.W11oN DOCUMENT (P.E.OJ 1A5 KEN VERIFIED FOR COMPLIANCE W ACCORDANCE <br />_ 10 TAP ANCHOR$. AS MMIUFACTURED w I.T.W. NAM. INC <br />YRTtI M 2020 (7M EpTTON) OF INC FUx44A BIrI.OrHO CODE. 1M4 STORY PANEL SHALL NOT a NSMIIED AT IREAI <br />- RIh10 PANEMATE FDIM[ 1D AND PN,RAATE PLUS ANCHORS. AS MMARACTURW BY ELCO WNStRUCTION PRODUCTS <br />VELOCITY M NW-W ZONES (MWAI-OAOE / 6ROSMRD COUNtIES} <br />- 1/4•0 UO SCREWS PER KOS, <br />DESIGN WINO LOADS MALL BE DETMW40 AS PEA SECTION te09 OF INC ADM MENTIONED COOL FOR A BASIC WAD <br />- 7/16'0 A 5/0' WOOD SUSHN0. AS DISTRIBUTED BY ALL PONT SCPEM. IC.T A SPECIALTY CO. <br />SPEED AS KOUYRD BY THE .URODCTION WHERE STORM PANEL WALL SE NSW1ID, AND FOR A DREC110NAUTY FACTOR <br />ND-0.63. USING AM 7-16 AM SWILL NO EXCEED THE MA7[WW (A.S.O.) DESIGN PWSSURE RATINGS NIWATED ON &TEEMS <br />C.1) MINIMUM TMKJIOED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL K 1 1/2' NO Y FOR ELCO PANEL MIE PLUS <br />3. S THRU 12 B 17. 1e. <br />AND PMfEUIMLE RWL[ 10. <br />W OROOR TO VLWW THE ABOVE CONDITION, ULTIMATE DEBON WIND LOADS DEMURRED PER ASCE 7-16 SMALL SE FIRST <br />REDUCED TO A.S.D. DES" PRESSURE MNG TBY MULTIPLYING THEM off 0.6 IN ORDER TO COMPAIM THESE W/ MAX U.S.O.) <br />C.2) MINIMUM THREADED PDlTMIM OF LAC SCREW. KID THE WOOD FRAME UNIT SMALL BE 1 1 '. NO TIM AGED <br />DESIGN PRS�NE RATING'[ GICRTED ON MEETS 3. 9 THRU 12 A 17. 1e. <br />I <br />PDACTRATION SITES STUCCO SWILL SE CONSIDERED AS PAW Of THE KOURM THREADED PENETRATION. <br />N DOER TO VERIFY THAT ANCHORS ON INS P.C.O. AS TESTED WERE NOT OVER STATES ED. A 33% INCREASE IN AUDWA I <br />STRM FOR WIND LOADS WAS =I USED IN THEM ANALYSIS. FASTENERS SPACING TO wood HAS BEEN DETERMINED W <br />C.3) M AKUM EDGE DHWACE OF LAD SCREWS. INTO WOOD SMALL K AS WOCATED IN THIS DINING <br />ACCORDANCE WITH H.D.S. 2019. <br />SIM PANELYU ADVOCACY FOR MPACT AD Woo ASSISTANCE HAS BEEN VOWED IN ACCORDANCE WITHSECTION 1601A.2 OF <br />CA) MIMMLM PENETRATION IION OF WOPUSHING SHVl1 K 3/0'. 1/4• 0-20 SCREWS USED AWL BE 1 1/2' LONG MINIMUM <br />THE ABOVE 0 CODE AS PER AMERICAN TEST W OF SOUTH FLORIDA ROME 00514.01-01 AND /NY219.02-01, AS <br />SHOULD STUCCO Ot6T, AND 1' McNInM FOAL WALLS WITH NO PRICED. <br />PER SSTD ,2-99 A ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAN SOUTH FLORIDA REPORT /1123.01-10 AS PER <br />AYAS-2a1 PROTOCOL& AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECION 1604 OF THE <br />C.S) IN CASE THAT PRECAST STONE, Olt PRECAST CONCRETE PANELS, STUCCO OR OD WOBOARDS BE FOUND GII INC EXISTING <br />RIN91ID <br />ROA ALORG WOE. <br />WALL ANCHORS SHALL BE LOG ENOUGH TO REACH THE MAIN STRUCTURE 91 SUCH PANES . <br />ANORAI GALL BE AS MENTIONED CA). C.2) A CA) <br />CI(0) <br />2. ALL ALUISNNUM EXTRUSIONS TO BE 6003-T6 ALLOY AND TIMPEN. (UNLESS OTIIEtWWSE NOTED). SEC AMET 2 <br />ANCHORS AMU. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECPICA110N3 OF INC ANCHORS WNUFACIURER, <br />3. All ALILIRr1M SHEET METAL USED AT CASURF:S SHALL HMV[ 31011 ALLOY. <br />6. PANELS MAY ALSO SE INSTALLED HORIZONTALLY FOLLOWSO WSTALlAT10N DETAILS SHOWN W SECTION 1 THROUGH 6 (SIEE73 4 <br />4. AL STEEL SHEET METAL PANEW PANGS AL HAVE STRUCTURAL QUALITY Slit, AMU A-633 GRADE e0 MINIMUM. 0-00 GALVANIZED <br />THIOUCH 5) EXCEPT THAT HEADERS® •0 ML AINOT SE USED. <br />STEER. DESIGNATION W/FY- 22.2 hN (AFTER ROLLED). <br />9. IT AWL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERITY THE SOUS OF INC STRUCTURE WHERE SMUTTE71 IS TO SE <br />S, ALL SORE TO BE STAINLESS STEEL 304 OR 316 ANSI SERFS OR CORROSION RESISTANT COATED CARBON STEEL M PER DIN <br />ATTACHED TO WSUIIE PROPER AM]IOPoOE. llp5 SHUTTER SHALL ONLY K ATTACHED TO CONCRETE, SEDGE OR WOOD s1tAIK <br />O <br />50016 W/ So III YIELD STRENGTH AND 90 Im TENSILE STRENGTH AND SILL COMPLY W/ FLORIDA SUI DNO CODE SECTION <br />24, t.3.J.4. <br />. EACH REGULAR IW, ]W • 4N ON <br />10. EHEE <br />2, 4, S.R 6 AND AUCT" <br />PANEC WITH LENGTHS OVER 90', AS PERAN XADILY <br />6. BOLTS TO SE ASTIR A-307 GALWV6ZED STEEL. ON AIM 3014 SERFS STAINLESS STEEL WIN 36 6A1 WM.M YALD SIRO OTN. <br />4.%STORY I1.S 0S <br />SHEETS 4, 5. 6 A 7 RESPECTIVELY; R AWL HAVE EN A LEGNkUAM AND READILY VISIBLE 1MRKBIG INSTRUCT" OWIIER M T[fYIANT 70 <br />SCCIXK PANGS WITH APPLIGBUE REINFORCEMENT OURIG P'E0005 OF HURRICANE WARNMG. <br />7. ANCHORS TO WALL SHALL K AS FOLLOWS: <br />I I. THE INSTALLATION CONTRACTOR IS TO SFA1./CMAJ( ALL SHUTTER CMVCO R EDGES O CH RIEMAM IN CONTINUOUS CONTACT WIN <br />THE BULDNG TO PREVENT WND/RAIN IM UAON. <br />(A) To EDSfING MOM /ONCIIEiV. <br />- 1/4.0 TAPCON ANCHORS AS MANUACTURED BY I.T.W. BULD[X. NC. (Min. rc-3192 P.r•L.) <br />12. SHORN PANEL RWNIAtM SMALL COMPLY WITH SPECS NWATED W THIS DRAWING PLUS ANY BUILDING NO ZONING, REGULATIONS <br />- I/r • A 7/e• CALX-94 ANCHORS. AS WPWACTVRED BY DEY/N,1 INC, <br />PROVIDED BY THE "MOICTION WHERE PERMIT 15 APPLIED TO. <br />- 1/4Y . 3/4' SOLO -SET ANCHOR•, AS D14INW= BY ALL POINT SCREW. S LT A SPECIALTY CO. <br />(MI.. re-3000 Ps.l.) <br />13. (o) 1H13 PACOUCT LVrLAATON OOCWENT (PLED.) PREPARED m THIS ENGINEER IS GENENC AND DOES Nor PROUD[ 11EOWAlIO1 <br />- /14-10 PNEUMTE MA E D A PANELMATE PUTS MOORL AS MANIiACR/RED BY ELCO CONSTRUCTION PRODUCTS. <br />t'D11 A SIDE SPECIIC PRO•ICCT; I.F. WHERE M SITE CONDITIONS DEVIATE FROM THE PLEA. <br />- 1/4-0 7AMAC NON ANCHORS. AS MANUFACTURED BY DIEWALT. INC. <br />(W) CONTRACTOR TO SE REWMSSLE FOR THE SELECIICIAL PURCHASE AND INSTALLATION INCLUNC LIFE SAFETY OF THIS PRODUCT <br />A. MINMUM EMENEDMI OF TAPCON 04CHM INTO POURED CONCRETE SHALL K 1 3/4•: 2' FOR ELCO PANELMATE AMC <br />SASED ON INS P.EA. FRONDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. <br />O NSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY <br />1 3/4' FOR ?ANAL WAN ANCHORS. <br />(e) tM5 PRODUCT NALWTIOI DOCUMENT WILL SE CONSIDERED IMALD IF MODIFIED. <br />A2) CALK -INS SOLO -SET ANCHORS SNAIL K EMBEDDED 7/6' INTO THE POVM CONCRETE. NO EMBEDMENT INTO <br />STUCCO SCOWL OF PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 1 1/2• LONG MINIMUM SHOULD STUCCO EXIST, <br />(it) SITE SPECIFICFLORIDA PROECrS SHALL SE PREPARED BY A IDA REGISTERED ENGINEER ON ARCHITECT WHICH WILL BECOME THE <br />AND 1' MINIMUM FOR WALLS WITH ND STUCCO. AND MAY BE HEADED SCREWS ON ALL THREADED SCREWS W/O HEAD, <br />ENGINEER OF RECORD (III FOR THE PROJECT AND WHO WALL K RESPONSIBLE FOR THE <br />BUT WON ONG NUTS. <br />PO" USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED MAIM TO INC <br />P.E.D. ENGINEER. SMALL SUBW TO THIS LATTER THE SITE SPECIE DRAWOM FOR REVIEW. <br />A3) N CASE THAT PRECASF STONE, PRECAST CONCRETE PANELS, PAVERS• STUCCO OR WOW BOARDS S[ FOUND ON INC <br />EXISTING WALL OR FLOOR, AN04M SHAIJ. BE LOG ENOUGH TO REACH THE MAN G STRUCTURE BENNO SUCH PANS. <br />(6) INS P.E.D. SHALL BEM THE DATE AHD ORKAML SEAL AHD SCMATUPROFESSIONAL E OF THE PFESSIONAL <br />NICIDPACE SMALL K AS MENTIONED IN AI) AND IN A2). <br />ENGINEER OF RECORD TFIAI PREPARED 17. <br />(9) TO [X1S11NQ CONrJ1ER $DOS IWA•L. AMU C-90: <br />14, SHUTTER W"ACTUP"'S LAM AWL SE LOCATED ON A READLY VISIBLE LOCATION AT STORM <br />- 1/r • TIPCOI ANCHORS AS MANUFACTURED SY 1. 1. W. BULOEX, WC. <br />PANG lHVrTFN W ACtbWONICE CORN SECTION 1701.9.2 OF FLORIDA BUILDING CODE. ONE LABEL <br />SHALL K PLACED FOR EVERY OPENING. LABELING TO COMPLY WIN SECTION 170114.3 OF INE <br />- 1/4• • A 7/e• OINK -IN AINOHORS. AS MANLEACTIXED K DEINALT, INC. <br />FLORIDA 9UHLDAO C00[. <br />- 1/4•• X 3/4' S0L1D-SET ANCHORS, AS DISTRIBUTED BY ALL POWT SCREW. BOLT A SPECIALTY CO. <br />- #14-10 PAN[1AM1E FEMALE D AND PANELMATE PLUS ANCHORS. A5 MANUFACTIRED BY EOO CONSMUCTION P NN <br />- 1/4• . ZAMAC NMA ANCHORS, AS MANUFACTURED BY DENALI. INC. <br />�',..,....,.uj✓ <br />0.,) KOMENT OF TAPCON ANCHORS. ELCO PACII.MATM AND ZMMC NARUN ANCHOR. INTO THE <br />Hw11WILM EM <br />' •.� FLORIDA BUILDING CODE Non h WI Hurrltane Zone <br />T L , 1/4•. <br />BLOCK UNIT <br />FNVCEN <br />EMBEDDED 7/r WTO THE CONCRETE BLOC( T. NO %M44 <br />9.2) CALK -IN II SOUR -SETA 04M SHALL RE UNIT. <br />7 aro 1WW0. Nt. 24 GAIN GALVANM STEEL STOW PANEL <br />STUCCO SMALL BE IEIaNT1E0. 1/4' 0-20 SCIIEWS USED SHALL 8[ 1 1/2• LONG MINIM AIDM ExUST, <br />AID ,• MMMMI FOR WALLS WATT NO STUCCO. �.• STATE <br />_ <br />K PROTECTION PRODUCTS, LLC. amp <br />--? IL E C O Iwc. <br />III IN CASE THAT PRECAST WOK. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOU ffOR( "�`JfF�.',�'.'✓� 4 MK.rI'L"3.MF",'.M <br />DUSTING WAIL ANCHORS MALT. K LOG ENOUGH TO REACH THE MAIN STRUCTURE KHOD SUCH P G\+ �."•py�"ir(-nN wsR rNp ON)NN1gt 20-175 <br />ANCHORAGE SHALL SEAS MENTIONED IN BA) AND W B.2). I�ONAL <br />/ ^.: tap m.�-rA�N (wlrw-TM <br />t>AOrp+�-r;. <br />NIH0 <br />RAI/•6�AtMrVo4K <br />rxAAAW Alm , a 14 <br />CONCAM ANCHORS __ <br />(su ScHeom ON <br />SMELTS 0 THROUGH 10) <br />CONCRETE ANCHORS <br />(SEC SCHEDULE ON <br />ARCMs 0 THROUGH <br />E.O. <br />I <br />-`-Eo.-cal- <br />T[AAM = 1• 161. <br />LDaT1o,t <br />ALTERMTE COMCNM, j EX6TeG ►Ds1ED CONCIi1ot <br />ANCHORS -�iR CONCBIE CLOCK IF <br />(am SCHEDULE ON <br />SfEEM 9 THROUGH 10) <br />WALL 3/6. <br />WOOD ANCHORS <br />(SEC 118E )MALE <br />M <br />1' MESA. <br />-- 1 PANEL LEGM <br />(SE 504w E <br />f <br />i <br />Of •L' <br />MAT. <br />Iln aD <br />TOrI"O'MAW <br />lox7 wn Am <br />1' Sf. MA W/ MI1 <br />r as <br />9 THROUGH 10) <br />fIf ✓ r -----------� (SUE SCHEDULE OIL -.--� <br />SHEETS S TRIG, 10 <br />I <br />Inn k"'M" <br />SEPARATION I - <br />70 GLASS.Kr SCHEDULE <br />, IBOM Gilt r-n <br />04 SHEET 3) <br />1 .L. M.IMHn. IM <br />mor <br />PANEL LENGTHUL-.� (S� OU <br />=f=-. - - --- (sm: SCHEDULE 1 ON <br />ON SHEET 3) <br />� -li <br />OF "V <br />I WY, <br />1 <br />1 <br />CD. <br />[.D. 1 <br />i <br />comic pmmj <br />n. <br />CONCRETE <br />OLW <br />i <br />CONCRETE ANCHORS- <br />KO <br />E <br />(SEC sclera ON <br />--._....-_L..____.....! <br />SHEET 9 rMpUON 10) <br />ONLY MEN SOLDW®uf <br />t <br />AK m MBWEN <br />PA <br />CONCRETE! <br />ARE USED. <br />4fA09[IED WA1 _ <br />(am SCHEDULE <br />SHEM 9 THROUG1� 10) <br />WAX 3/4-1- <br />ANCHIOAs ALTERNATE WOOD 44 MI! <br />_�{O0D <br />(SEE 9C,KDUIE ON (SEE SC,KDULE ON <br />'/ 3H1[ET I1) ABUT 11) <br />t /1 <br />IIAX. <br />COCA - <br />cm.. <br />al <br />L <br />11sc1))OULE <br />1 i <br />O <br />�Ir wLn W <br />M <br />1 41� T'•.•) t' WX. <br />PANEL LENGTH <br />(SEE SCHEDULE <br />ON SHEET 3) <br />I <br />OF t• <br />MAX. <br />• 12 1/2' O.C. i I <br />-.�' :- 1fe• REEGUIRED <br />PLAT <br />REQUIRED <br />_ was <br />NOTE FOR MMBMTM OF SECTION <br />1. WSTALIATION ARE ONLY VALID FOR MAX. A-S.D. <br />TOP B BOTTOM MOUNTNGS CAN BE DESIGN PRESSURE RATING (p.I.() AND PANEL LENGTHS <br />COMBINED N ANY WAY TO SUR ANY AS PER SCHEDULES ON SHEET 3 <br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD <br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC <br />DENSITY OF 0.55 OR EQUAL <br />I <br />I <br />t• M•c <br />PANEL LENGTH <br />( SCHEDULE <br />OWN SIM 3) <br />I <br />rrPLxAet[) <br />POURED COMM" <br />BETE BLOCK <br />WALL MOUNT <br />SCALE 3/al" <br />LEG <br />I I , i --. 1• INr1. -- 411' IIIp} w•P NU• <br />-owl. IOo seeit M f 1 At 1� 1Ir oz. <br />Sl MS it/ M <br />, I ' <br />I .Y-riY <br />I <br />aj I <br />I <br />I <br />•' <br />l!/ <br />I <br />Mln SEPARATION TO CAPS. <br />• .(SkL SCHMIAE ON SHEET 3) 1 <br />1s/s4,Y-3ae,• <br />v MAIN <br />">_.. _ <br />7F w <br />RAH <br />PNIFl LE N <br />(SEE SCId <br />I <br />7•RT <br />IRON or <br />ON SHEET <br />of <br />I <br />1 <br />ZJ wx. <br />X <br />1 <br />I <br />1/2 <br />� 1 4'MOI• <br />,` <br />II <br />I <br />]SDOD ANCHORS <br />-(SEE SCHEDULE ON <br />sUibm <br />BGIE i/S••i <br />O <br />N <br />a <br />0O <br />-� <br />O <br />C <br />to <br />-6-0 <br />-0 <br />a- <br />c <br />C <br />= <br />to <br />0 <br />t6 <br />(� <br />O <br />0 <br />U_ <br />O <br />.� <br />L <br />O <br />O <br />L <br />Q <br />C <br />F- <br />/�+� <br />i( <br />%�� <br />�/ I <br />Q <br />W <br />d <br />1 <br />0 <br />0 <br />r <br />N <br />ma_ <br />a <br />) <br />y <br />-a <br />C <br />Q <br />N <br />n W <br />r W <br />(y 4 <br />Q Q <br />A -- <br />E :- <br />(�11 <br />O O <br />O Lu <br />cn.�� <br />i <br />CID <br />O <br />CL <br />CL <br />C <br />U <br />coS..B... <br />O <br />■� <br />VI <br />cu <br />ui <br />a <br />z <br />z <br />Q <br />J <br />d <br />SHEET NO. <br />SH 1.3. <br />