|
I IF, f __ -I
<br />II I ), I. I I I ll _ q R L LfL"u_1 tl R �, I Ifs 1'I' Df I ' I,..f.+ �'- •t�fNfN� I r'I'(II I_I ' f If _If u,l(}ir ( - - q��'I"f 1- -- -I-- 11'I f +RI�IIr I•+
<br />��YDEPURE.t
<br />0
<br />CCD��wrRPANEL L.H
<br />F��CC J2E-2♦PANEL
<br />_.
<br />Y Ru_J P 4'
<br />Nnr iYP_ID._4tlL14P_�5�1:'i`x.Pi-.,g SyLLii...._n1R�i __SHEII 24:.
<br />WIr A.S.D
<br />I NMI PANEL
<br />• '
<br />1 WNIMUM SEPARATION
<br />PANEL
<br />APPLICABLE TO
<br />0ES NG R
<br />aanNG �a: jE
<br />- (SEE sE" >
<br />70 BASS
<br />CONDITION
<br />I SECTIONS
<br />-
<br />IIITr
<br />]0' pi LI55
<br />2 9/
<br />--r-
<br />BOLTED '
<br />-_
<br />2' 3" ' iP
<br />2M b Sy
<br />.66.E -75.3
<br />70• OR IE55
<br />7
<br />2 /e'
<br />WLTED •
<br />a .tr
<br />- BOLTED W/ -2W3/4' S$. Y.S ♦ WINOeAR Al DVERIAF a .Ox 01 PANEL "'No'
<br />N
<br />MEASURED 1 a•eBDiTOM CX NEL PA
<br />AND YIYcD. DPRESSURE
<br />RfcbINXu
<br />CR
<br />E D - tDGI p6TANLi
<br />SPAC�NG���FO���A��NSI�O�Et��E��K��� e
<br />Y P F_ 'AST IHR 4• 'd!
<br />VA4ROSlL._E - - DNi_eL.PIR SE'.IltitNS. ._-_.DILLfiHEE�.-
<br />MA%IMUM
<br />r
<br />YA)0141W ANCIKIFF$ SPAtlNf OR [- 0.
<br />. 3 1 1• -
<br />/
<br />T
<br />APPL.CA9E O
<br />OE I
<br />A.PR
<br />-
<br />-
<br />P,wEtwtTE
<br />--
<br />sELtro.1s e
<br />/
<br />!
<br />PRESSURE *'1P`-
<br />RE
<br />RATING 1-
<br />fi1M1-IY
<br />P.wEEAUTL EEMAIE Ia
<br />PI.YS
<br />Aln tWHE.
<br />1 111: y PN1.L
<br />SIN :' (P`)
<br />I 1
<br />'ro WrIrnET[
<br />'ro GONCRErE T 0 Op1GRT[
<br />0CK
<br />i carnErE
<br />O
<br />BLDCJI
<br />%aGK
<br />pf WCY
<br />I 12•
<br />N A
<br />1 2
<br />N A
<br />1 2
<br />N A
<br />I 2
<br />N A
<br />1' 1 P
<br />8 2 O
<br />f
<br />S'
<br />1 4-
<br />M Bono
<br />SERIES
<br />12'
<br />3'
<br />�--
<br />1 8-
<br />1 I 6•
<br />B.
<br />6-
<br />t' (BOnON)�
<br />(BOTTOM)
<br />SERFS 1000 ++
<br />N/A
<br />_,
<br />N/A
<br />-__-t--.7-_
<br />N/A
<br />Ilfp
<br />+-
<br />N/A -T
<br />N/A
<br />12 t/2'
<br />___
<br />~ 11'
<br />1' (BORON)
<br />_7r. __
<br />.66.0 - 3 f
<br />7'
<br />-__ - 4r
<br />_
<br />i._ -_l.-
<br />_- -
<br />'.
<br />T -_--
<br />1
<br />- -1
<br />)0' OH LF 55
<br />N A
<br />I /
<br />--
<br />1
<br />6 2-
<br />N A
<br />I /
<br />l l 1
<br />- H
<br />N M1
<br />/
<br />4 2
<br />-
<br />N A
<br />/
<br />fT )
<br />I 2
<br />NA
<br />` /
<br />�-
<br />12`
<br />N/A
<br />9
<br />N A
<br />/
<br />I 1
<br />9 /2
<br />N A
<br />/
<br />J (B--
<br />I
<br />I
<br />i
<br />___
<br />N / A
<br />2
<br />NIA
<br />/
<br />A' ;TOP ) I
<br />7'
<br />NIA 1 2
<br />/
<br />NIA In'
<br />/
<br />��
<br />-
<br />-
<br />-__..r
<br />'�
<br />6"
<br />1 2
<br />9 1
<br />I /2'
<br />12'
<br />tt'
<br />t 2
<br />t,•
<br />i (BOTTOM)
<br />It LIMITED TO 66.0 H. r. AS D. DESIGN PRESSURE RATING
<br />e SHEET 26 fCA .IICNaRS 'WE f SPACING FOR IN OR SrAUATaNs MID WOOD RA
<br />MINIMUMANCHOR ALNGSAND YApiDISTANCE ARE NpUTFLpTnls
<br />SCHEDULE OR o LASS- THAN "No-c"TIED 56,EULE RE0LACE ANO,OR SPACING
<br />BY TNnTA SPACING SHOWS ON SCHEDULE BY FOLLORG ERRORS FDA
<br />TADS OPERATION
<br />TIOPVTO S Pp598tIUCED SPACING OBTAINED USINSHALL,
<br />,
<br />LESS THAN Y.14U4 SPACING INDICATED FOR EACH 4NC40P TOPE AT
<br />ANCHORS LEGEND _ - -
<br />t/...
<br />1/.'.
<br />T/.•.II
<br />1/4'.
<br />FAPOON
<br />MII[IIM0
<br />°"%14\'E
<br />r/41Ty„
<br />__ _...._AMdYIORR _-
<br />1h "LOOP YNN:'.O M3
<br />1
<br />J
<br />3
<br />] , n
<br />( )
<br />_.
<br />t
<br />1'. WAL1
<br />, In
<br />.
<br />ACE16L EA OW WNW
<br />FACIDR
<br />,/]' _
<br />"I
<br />-
<br />--
<br />]In
<br />..3
<br />-
<br />-
<br />r
<br />J>0
<br />-
<br />W
<br />] 12'
<br />-
<br />I.
<br />-e
<br />F"/..,-
<br />TIT REDUIRES MA. D1S7ANCE BETWEEN BOTTOM OF PANEL
<br />TG 1 2
<br />'
<br />AND 8C9•
<br />/_
<br />I
<br />++ REQI/WES IDISTANCE BETWEEN BOTTOM OF PANEL I
<br />AND a) To BE 3/,e• J3/16• ' •
<br />I
<br />MA.
<br />CODE (Nigh Velocity Hurricane
<br />COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-IT)
<br />_ 15,125" (TOTAL Vn01.) -- - - _]-
<br />2.Ie-
<br />- -. --. 12. 500- (EFFECTIVE WIDIH) - - ,_- -.,83' ,/.`P-2mtj4•
<br />_I I ' 250' - 750' - S.I STUD RNEi®
<br />10 ARGUE 06 /4'
<br />i
<br />- 61/A•(TYR). - F_ 3]4�_ 125'
<br />OR 12112'0.0
<br />1350- _ - 1.3W - - 1 350' - r T.2I i ,IOU' tee".- - I _6T. IOU, a RMRSE07
<br />I
<br />I
<br />(
<br />250 ' I 1.775- Oatl �--(
<br />0 A YIN. ,
<br />' 671" SQ I.SW' 'EDGE
<br />��--
<br />1 ' HCUMED GALVANIZED STEEL '6'� I ne4.
<br />TE EL
<br />AST. Ae53 TYP ` 2.000' OB4' grj. 1015•1 ,
<br />2,
<br />Lc-eD
<br />I
<br />GRADE e0 Well M HEMMED I 2 125• ,
<br />GAIV EDGE I--,.5W`__1 125• I
<br />DETAIL A IDet'
<br />46
<br />_ - 375• - -' -1 (Tw )
<br />1- - - .
<br />O STORM PANEL .. - _ - - - - , I
<br />-' 350- - ,.350- - OfTMI A - 2.000'
<br />PANELS SRA11 BE LNSTAII FD ALWAYS 2,357. _
<br />Mm LEFT TO RIGHT w/ 1/7' LEG
<br />AT END A' SIDE Or PANEL 0 "H" HEADER (3 "F" TRACK (4 ANGLE WITH STUD
<br />LEFT
<br />nv TOP EDGE 0021' (M•n.)
<br />R PNA'L
<br />I
<br />PANE( 5 END LIP (ALvµl1 D STEEL
<br />115' . 2]0'
<br />W/ NENYCD t770F + , P.M.
<br />i
<br />` _
<br />Al TO.W A'
<br />I
<br />- ,wh ./:
<br />t 33'I ..7T0' �'
<br />F -i
<br />V. _ 1 j''. ' ..625•`_ 0. 375•0, !'..1:040.250'.
<br />/ ' / -' 0.250 ;. _ 1 407' `� ' I I- � '
<br />1
<br />I
<br />_-- ..625-I
<br />- 2 591 ' _ r•' HEMMED,. -- 1 oni
<br />' ' - , ��. -r.•: PANEL -`1 <�S; OR
<br />- 2.15n' - .. . , r. 27L' '
<br />JSOMETRM VIEW DETAIL A 33 I - 1 •
<br />,
<br />I no" ROUNDED CORNER O ENDS OF PANEL'S , 957 _ _ _
<br />'END UP W/ HEMMED EDGE. 1 '� 1. 625- 125•
<br />If'IjII
<br />---2378• -
<br />IN.I S) 375' -P .� -..
<br />T BORON j���-j
<br />2.SW' 1 EDGE a PANE-
<br />�I , I
<br />750 r Og 067 (D. �-(5) KEY HOLE WASHER © KEY HOLE �!T PANEL
<br />112' (1. ) -[-_,J1 , 3105-NI54 AID. A110r Imo•
<br />��
<br />r N 2.12. I
<br />750' - 91 O• I -I A NATIONS 6' SHE" 6 FOR ADDITIONAL 1nAGiN 5
<br />I
<br />-
<br />, - .. 091' 125' - ONLY � FOR FNSFAi Ur10N5 ROD
<br />_
<br />' O9 SLEEVE E 1jH - (TIP} WWOSTRVCTuRES
<br />! 2so , J7,5
<br />LENGTH "'
<br />MAX,
<br />`I`
<br />250' y - I L--7 000' - 2.DW' 3 ]in'
<br />- - 193' a
<br />2548' I. � I rFHI12! 2.OW A,Rt'
<br />,te- ((('-000jfjoJ� (1YP),
<br />csD'. L � ' 7x- 2so'
<br />( REV. "H" HEADER ® "U" HEADER � ' (P)
<br />'
<br />f
<br />I
<br />L' YIN TO 5" Mor --
<br />- - -
<br />- 2000 `
<br />® s EEYE 1" MAX.
<br />LENtIH ` 1 D ANGLE O 12 PANEL HANGER
<br />11 "�.C1S
<br />7l4' 3=a t8.1•__, 6061-76 ALLOY `,NNNN•IAIM014,1�
<br />"'. (T 114, WIDE(
<br />.IOU rr ......i(/j't4;� F
<br />I ' ' _ �5C' �-' - - .082- w Q'.• ✓ t (USE ONt. OR E-- HANG STORM PANEL
<br />J1 i' 856• 470' C 1Z75' AHN -. - �.` S \\TENS '-..T s= SYSTEM) 6063-T6 ALUM. ALLOY
<br />,
<br />1.6n- 2�,1 1'-p 1125• MD' 250, ND. 44167 i FLORIDA @UltDING CODE Non NI h Vefaeil HUT icons Zone
<br />1.'T, --.IN s NN e ® r ""I. METTA RTC ETA.
<br />t
<br />,'a ,
<br />I , 08e' , Zp,T23' !`fl
<br />tj\w
<br />, c 24 GAGE GALVANIZED STEEL STORY PANEL oAA.N erYp)
<br />P 050• STATE 0 -
<br />`:`•
<br />`\
<br />,7
<br />Ns _ _ 750' 9 ] a]o
<br />5EF YC•10 F'
<br />- 2 �• - a. 41N E C O Illc GLOBAL PROTECTION PRODUCTS. LLD. DAn
<br />-`--,-. f
<br />Tot' -�--:s4.3", >- V� +eOV sr. $, 111.
<br />N `1 TILL. :TttTMo a [4a� �•,:.-^." wWE. n - (
<br />-'r,rIF7FCtWno1`„ I*Ka.E (tu4)e9- 6A6. u. tes.)et"Lew, 20- t 75
<br />mom
<br />,... wt ,.. - LA•1 a• 'u31'r
<br />13 BUILD -GUT "F" ® BUILD -OUT "F" TRACK 18 & � WASHERED WINGNUT - .• "
<br />U W06„Y
<br />TRACK ANGLE (ZAMAC .3 ALLOY) PI vA./sIr r1$/wIE WALTP A run .. A m fan 2 a TB
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL IT)
<br />INTO EXISTING WOOD STRUCTURES
<br />,A, SCREWS IF •• ' WJ
<br />R P
<br />-_. - . JG :SHE1f` a 6' • Er 7 , A,)Q -M-" I I !li _.a• wCTJC
<br />.. I KCA O ATO"PED 1/A-, .AC 9C$WS a E' 01.
<br />HPf W.: CNf'R �al, ELAT OR 0r: L"GY "7' 41r ' PET. Ip.
<br />I •WRJOt± f. i
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<br />.R}
<br />Y�ING W. I h L1F 'tit .(}PE
<br />n KT I .. I - P
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<br />{ I 1
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<br />j I$£c DF�4t • ! M ./ J'li' '�--E J- 'J [r^. IN4 WGU: r.Er,DCu
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<br />I JI � /
<br />_. L._ .�. C7 c
<br />K .Our H � �' , L EADE
<br />t' - r�
<br />1
<br />Rf6'>,'AC:I (Y_E DETAIL ,'N Y ` � 1
<br />-A--4-A. - NOTT 'A BEL4
<br />g % I
<br />T I 1\
<br />"::c,..'[weR rxE 01:IPLo ? /
<br />�
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<br />i
<br />7 9/16' Mtn I I:/A'. IN!,, F .l4•r IC .1 -�?-. __ -- -
<br />±CREW W! 1 `,€
<br />SEPARATION I
<br />3 /I'r .l2 i T-
<br />tD Ol1l55 7 I�'/9
<br />MS; _
<br />SIFFARAt3h- :a..1/a' .JiJ1.
<br />4.1 f/./fi..lrl.'- I I ,O.aG NLr O M L'- O
<br />1;
<br />:LASS 2 0- ---
<br />mNG fN, • to } -1--L
<br />I 1rN v - I
<br />. En PI •M�LAF
<br />.1 - •1 .I At. e -101-. .-1
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<br />1J Y
<br />:z.
<br />_ ram. I - SEA TIN /' W NG ,r• e / ' n e
<br />in !. t( NEAT
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<br />P I
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<br />i I 8
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<br />I
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<br />t 1
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<br />I LI T. Pr.I
<br />I'
<br />�IBAN r'y •i If.
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<br />Tr4
<br />f 1 - rn
<br />a h ' / P
<br />9 Can �� , I
<br />"' I
<br />}..--__L_ nk I/ A'r-70t1�LL'i I , e" w R }Jft' I t o
<br />i",IM4^,CRLlO IMF WITT ,A PFIPA' Llt-1'1 IE a 1; ,_ _,. I ( /8 ;32�''.r'IG
<br />a'r UN, SCREW; • E' :rC W/ I � 1 r+• Mr, - NIJ' CR /i O-)aal/A'
<br />'
<br />- >lf.- 5 'M' • ]sfl 1� IF11.1; r.w ,SEE
<br />i•t I �y )
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<br />rrL BE
<br />I. INRF1DfP n[NET'RATMw . II I4-�,
<br />IMIr r -
<br />r 1 1 I T A, R -i WOO, U L SE [5 ^01:0 r!
<br />I L _� 1
<br />A, aN r ,. t e +.-aAJl' M.z w,% ': P'r..)!E.
<br />'JET WL♦-70. 3 i
<br />i7' t•-YD PANELMAti AL U`. 1Y' I IN�,Y�S_R[w '>ETi :x �
<br />(sEf DEirv)
<br />�,,,, wwc NUT a 1� DE 1 ". 1e u PENFTFGTIJI: a •,! • Q
<br />WALL M U TING i I
<br />I
<br />°;E F. O7: INSTALLATION Ail�nu L---- - . _M. `.,CREWS : 6- 0C . "1 . ,. ,, SCR[„r. Y 6• [IC w 11
<br />-• r1• M'.. 1NRFAUEO PEVE'RAiu,N
<br />_• Nn
<br />n IN, '"PEA:WD EIIIUR4'0u 12) 2•,4'
<br />"DOD
<br />a E"„ " ALTERNATIVE VFW WI PLATE RCo„ERE-. • .IC.10IH to A",
<br />Ian L.1LT-..'1:.. n i V.. ILAt OR ON [:1GF
<br />WALL MOUNTING
<br />1 STNI A. LLATIDN ,ZA , .H. [01.. SCALE i
<br />ALTERNATIVE 1 "W BUILD -OUT �QUNTING
<br />5u • I FLOOR TO CEILING MOUNTING INSTALLATION
<br />NOTES iINSTALLATIONALTERNATIVE 4'tW
<br />' :: 'i '6 S AP. ! Fi 4 .- CUR 6' .x'65 ! L. i. _ t).•.:, I t._ „.tIH,NN..... 5(J:."t. ': !
<br />e 66 D. s ANTI PA s EN4 .:v I TERNATIVE 3"W
<br />`P A. T/( I'll ;
<br />HE. WC-. A•y Cf+N RUC' 1YJ4 l,IBf fry _ 6f :C;l.••:_a,. ... .I,-- •. ��T•, ...1/T . SG:r 1,'1•=+'
<br />o IKC P '•. ✓ '
<br />11 _ - w.' K >ENsm .r. 0"! OR TIP_ i
<br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
<br />Nor,a ND. 4 = C - V
<br />'.
<br />20 GAGE GALVANIZED STEEL STORY PANEL SET '+w °T' 1'p ANC Pfk IPCYEN"S fCA '$ ,`, Sip. WA A. ,A C = * ;•
<br />I * = :Ma.N a.
<br />To P,(Ctj� •QwLY,
<br />A?._ As ii Coll +[W AL, n 3R (_�t "It MUG ,,+ nDC1C
<br />I- OR 2wc SEA;:< N51LAIOr, -rx - 'SifET :T A ..rxrRrc S1AT I
<br />OF ..;%@ ']' --:'� _. wrnnoTo
<br />_)' Fc P ` - i� E C CET INS \ CL08AL PROTECTION PRODUCTS, LLC. „i
<br />D
<br />t(,71E rag CDMAi.MTYWN of SECTIONS EVE TOP HEADER WOOD FRAIEE- C C -� f /�� / \ - cW 1, sTFan
<br />•! L> CpN9`NT JVF ft _IF
<br />-v' TIWr a ]TR1e� WOIII
<br />a[WIN6
<br />ax A B0 wN'wG, I:AI, N[ I:a.BPL,.n ^N ANr CONB(TTON It A6IF'NOR LOCATION rq'rS.iON. L FQ\�,G.\p ' AMA
<br />.^:. -.rI Iul •xai IY " Y r+Fnc Lw 4ev- -, 1. 1r A.-e,oT 20- T 76
<br />cxo: r«
<br />nr la S_ NY INSTALLX1I� SFNE. / . IT NN,IIt. 41N1•"'P U oa!6119 CF}rRL nn
<br />VOtE 'n11n EN TRK 1, S'+r)wK :DIM 'LAN:'• f 5!}:; S,rv.r1IIR/!:•tI .Ni A .I, ,, -I
<br />XIMUM A.S.D. DESIGN PRESSURE RATING (D it f,) AND CORRESPONDING 1 /4, 3/4, 4/5, 5/5 & 6/5
<br />LUM SINGLE PANEL�ENGTH "L" SCHEDULE ONLY FOR REGULAR STORM 2/4 Iw/6. 2W/6, 3W/7 A 4W/7
<br />c INSTALLATION INTO POURED CONCRETE CONCRETE BLOCK & WOOD W 3' MAx ANCHORS (SEE SCHEDULE ON _ 3' WAY
<br />1• MIN _kEE"S 9, 10 *11) I' YIN
<br />SINGLE PANnsrb,uN SIRGii.P1iNLLi LBESIBAItlEB.AT_EACH I-- -- -- - -__- -- I - -- I
<br />AT TDP 4R 901TDY EWLWa t_1&ACK4 ', __- ,_-UA1L_t* OR D. M..O2 3U. ®, r - 1 -- --- _(
<br />Q 0 • _
<br />1.
<br />b(ITH TRACKS :2'_QR (8 O Qj l MOUNTED AT EACH �yDO if__ -I. ___-i--- ___L_ .. -, T. r.»-�.�--.___1 ,
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />MAXIMUM A.S.O
<br />CONCRETE a WOW
<br />DESIGN
<br />PRESSURE RATING
<br />INSTALLATIONS
<br />(P-0 0 w -)
<br />__ _ __.
<br />La Lr
<br />20.0
<br />17-0•
<br />17 0---
<br />T30
<br />- r2'-0'
<br />l i 6'
<br />300
<br />I! .
<br />10_9•
<br />T o
<br />O 10' �
<br />,D;-
<br />TO•-0•
<br />-10
<br />9,--6,-
<br />-
<br />d 9•
<br />sac
<br />9-,-
<br />a-.•
<br />550.._
<br />a T
<br />a-0
<br />600
<br />W-3'
<br />7-7•
<br />630
<br />A'-0•
<br />7'-"
<br />750
<br />7 5'
<br />6 ,0'
<br />_.._ -.__-
<br />W0
<br />- _..
<br />7 7•
<br />-
<br />6 7'
<br />85.0 _-_ _
<br />7 .o
<br />6 5•
<br />90.0...
<br />6 9'_.
<br />E 7'
<br />95.0
<br />6 9"
<br />6 0•
<br />_... WO _ -
<br />6 S" -
<br />_
<br />5 IT'
<br />_ _ 030 -
<br />_
<br />6 -3'
<br />- _
<br />3 7
<br />-- 110 0 -
<br />-
<br />-
<br />J 7
<br />I,5a- ..
<br />---
<br />s e'__
<br />_--"9.6...
<br />-- -
<br />5 5' .
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />MAXIMUM ASD.
<br />CONCRETE b WOOD
<br />DESIGN
<br />PRESSURE RATWIG
<br />6NST141ATIONS t
<br />�1 ♦
<br />(P ) ( -)
<br />L.
<br />-
<br />L-
<br />20.0
<br />r. ♦
<br />IJ'-0•
<br />. 2530.. _ _
<br />17' 10
<br />1 r a
<br />-
<br />1"-7-
<br />10'-7'
<br />__
<br />310
<br />330
<br />10' 10
<br />_
<br />9-9-
<br />9 -2'
<br />-
<br />"Do
<br />9'-6'
<br />sso
<br />s, 1
<br />a'-7-
<br />50.0
<br />a 7•
<br />a'-7'
<br />560
<br />8 J
<br />7' 9
<br />60_0
<br />6 0
<br />7'-5-
<br />65-0
<br />?'-&'
<br />7'-2-
<br />-
<br />700
<br />7 5
<br />6-IT•
<br />75.0
<br />7--?-
<br />6 -a'
<br />aO,P
<br />7' 0
<br />6 -A.
<br />115..0
<br />7 0
<br />6'_3"
<br />900
<br />6 9
<br />6'-I-
<br />950
<br />IV 7.
<br />5'-10'
<br />_1",___
<br />000
<br />1
<br />$-7'
<br />1050
<br />-6
<br />6 J
<br />5-1'
<br />.0.0
<br />6-I'
<br />f 13.0
<br />- 10-
<br />tTab - - -
<br />__.
<br />,. B•-
<br />"MUM SEPARATION TO GLASS SCHEME -
<br />m
<br />WIND SPEED 4 T70 m p N I WIND SPEED > 170 . P_n
<br />MAMUM
<br />µXI
<br />EL LENGTH
<br />("')
<br />__ _ _:
<br />UNRESTRAINED RESTRAINED IUNRESTAANED '1 RESTRAINED
<br />30 OR LESS
<br />I' I. '. 6• 1 6 I/.-
<br />-
<br />- --t
<br />>11 TO 90
<br />• I. 1 7 I/' 7" 1 7 1/2-
<br />I -+----- --
<br />>IN f0 1.5
<br />I. i IT 7 1/2' 7 1/2"
<br />- �•- - --1: r _ +---7 -��2--
<br />>145 TO FEB.
<br />©'UOr® I '
<br />I '..
<br />111
<br />I
<br />I
<br />- -
<br />_
<br />- I
<br />I
<br />,E
<br />�� t
<br />( \
<br />1,'
<br />I - I
<br />I ! .
<br />5
<br />,
<br />A ! - .
<br />-_ I
<br />:
<br />I UNBOLTED PANELS I
<br />. (SEE SECTIONS AS
<br />-
<br />:.
<br />'',. BOLTED PANELS W/ 1 H-2Qr1•
<br />' S S. MI5 BOLT W/ d O EA OVERLAP
<br />s
<br />j
<br />. APPLICABLE)
<br />(SEE SECTIONS AS APPLICABLE)
<br />Ij
<br />:
<br />O
<br />I 'i
<br />W
<br />D.M.. 3 .
<br />o
<br />t
<br />©. -
<br />- -
<br />-
<br />-- -
<br />9.-
<br />_ _
<br />- o. o. o'
<br />3 .AY
<br />®
<br />d o'
<br />a' io.
<br />3- MAX
<br />.
<br />- -.
<br />I. WN 2/4
<br />_ -
<br />1/4. 3/4, 4/5, 5/5 h 8/5 I" MIN.
<br />1 W/6, 2W/6, 3W/7 h 4W/7
<br />- -ANCHORS (SEE SCHEDULE EW SHEETS 9, 1n 411)
<br />REGULAR �TQRM
<br />PANEL
<br />`t) ELEVATION
<br />2 687'NIS
<br />,, = Me
<br />- '-
<br />(WIN. OVERLAP -1 IwgE VALCEY)
<br />•
<br />,.5'X, 5' 1
<br />TaO-OUMNC
<br />- 'TTRACNE
<br />TDP
<br />DIRECT
<br />'P
<br />'U
<br />Slut)
<br />F'
<br />nucx
<br />��
<br />MOUNT
<br />HFAp[A HEADER
<br />I�
<br />TRACK
<br />W
<br />Z.
<br />W/4aC
<br />cLDsuREz
<br />DIRECT uf7uNr
<br />fi
<br />T 2
<br />37"
<br />!-
<br />3 5"
<br />1
<br />55'
<br />- I S0'
<br />50-
<br />-
<br />_
<br />- --
<br />15'xt 5• STUD ANGLE
<br />+ - -- --
<br />35
<br />55-
<br />_ ' .-
<br />j 12
<br />-i-
<br />I 37 I
<br />32' I
<br />---
<br />32' 1
<br />32'
<br />--
<br />42' .
<br />.7`
<br />67'---
<br />18
<br />---!
<br />60
<br />I b'
<br />--
<br />60'
<br />.3 '.-Y TRACK
<br />-BLit T iR- A.--,- ,-
<br />T W. S_ LSOSIAEES
<br />50-
<br />TILL -- -
<br />1 32
<br />^--
<br />37
<br />------
<br />m"
<br />se.
<br />-
<br />56
<br />1 1 w !tD_� -pUT�r4 ifWS, - ._ _
<br />50.
<br />- �._- -4--_u-
<br />-�
<br />38`
<br />6p-
<br />___�
<br />56-
<br />I 156.
<br />1/1
<br />G"` SECTION A -A 1
<br />N T.S.
<br />Watm3
<br />o(1) L+: AM UNI ALOWABLE PANEL LENGTH FOR A GIVEN POSIIIVE AS DESIGN LOAD.
<br />MAX ALLOWABLE PANEL LENGTH FOR A OVEN NEGATIVE ASD. DESIGN LOAD.
<br />(2) PROCEDURE TO DETERMINE MAXIMUM PANEL LDCTW
<br />GIVEN A POSITIVE AS.O. DESIGN LOAD. DETERMINE MAXIMUM PANEL LENGTH �+' FROM SCHEDULE.
<br />GIVEN A NEGATIVE ASP DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH •L-' FROM SCHEDULE
<br />FNAL AWIINUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE MINIMUM DETERMINED PANEL LENGTH
<br />BETWEEN 1.' AND III
<br />EX, - ACNFC_, ATI'w, FOR MIN AYC, LEND Ini POFICATTY OWUFICA O ,
<br />I INSTALLATIONS INTO *DOD ARE UMIED TO , 95 A. A.I WAX A.S.O. ENSIGN PRESSURE RATING
<br />N
<br />``NW,S Et/ ! 9, t0 a It TOR MM ASA 0ESX9N DUDS ! Wx PµEi- 6E,IG,N5 i'Oq
<br />..` L
<br />N P P r -,A-7Nfn0// �1! 5 ACE f.: 5 USED
<br />1VC
<br />Y 9 s FLORIDA BUILDING CODE Non High Velocity Hurricane Zone
<br />* ;
<br />0. 4 4167
<br />r .1D
<br />ao7o aTEco.
<br />T4 CAGE GALVANIZED STEEL STORM PANEL
<br />A,.
<br />DNM W
<br />y •,
<br />TATE DR '.: -7�• .r- -
<br />-
<br />1 L E C O me . ',
<br />GLOBAL PROTECTION PRODUCTS. LLC.
<br />DA�
<br />I..
<br />',,,'"F •.
<br />s
<br />Q'
<br />ORIDIA .-'r;, A.-%.vli 1F>
<br />Iku-TA TEstwo a �carJyulY
<br />ANY, S. 51 s,W¢t
<br />DART FL an,.
<br />_
<br />TO 175
<br />.. V.` .
<br />„- a.Fi Im'Mp tt Y' ,Y,
<br />P,aKc (wMn-Tsa. ru ree.7r9-s79T
<br />___ --- --'---------
<br />F - --- -- -------- _------------------____
<br />GENERAL NOTES
<br />n !tn Area YAR Ys •A.sTY _2 ItA146 A•mwt eb N.=E'fStF� GS-YI' _-_.T%-m N_ DOy :r.J IQ :.r,1;T.„r-St EEGStii. _MI A Y '� 1
<br />i
<br />:
<br />I STORM PµEL SHOWN ON THIS PRODUCT EVALUATION NWUMENt (P L 0.) 4A5 BEEN VERIFIED FOR COMPLIANCE A A( CORDANCF - t/ 4 . IAPCON NNCHOIIS, AS YµU-ACIVREO 91 , W BUILDEI INC
<br />WIN THE 2020 (7(N EDITION) ON THE FLDRIDA BUILDING CODE IRIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH 4-10 PµEUMAit FEMALE O A40 PANELMATE PLUS µC-HORS, AS MANUFA4'URr
<br />- t' .LEI E^ €LCL CONCTRUC tI(IN FGO.Ur 15
<br />VELOCIT, HURRICANE ZONES LMUAn-DACE / SYTOWARD COUNTIES) - i/4'0 LAG SCREWS PER NOS
<br />DESIGN W!ND LOADS SHALLHf DETERMINED PER SECTION I609 Or -NC ABOVE MENTIONED CODE F09 A WN4 _ 71 16-'e 5 6' WOOD BJSN NG.S r -p; ptEU r ALI PONT S1A w Rl ' b SEFCIAI T :
<br />.-A:JC
<br />SPEED AS 9EQLRCD By THE JURISDICTION WHERE STOPM y CD wl BNSIAtltII. AND E R A DiRE tQNA-Itt FACOR
<br />n THE at - N SHEETS - - - BE IN GC 7-,6 µ' T4G EYCEC_ f MAXIMUM (AS 51rN PRESSOR[ IJIN $ NEKCAr CD O EE'S T T N CIS lAP IIrN ANCHORS S i, 1R C' P ,. H L'c
<br />OTH USING A - SCE C SFU•1L ) DE _ tj THREADED ALE It, JI+ iL tV(`DO C_ µ L _ Nt41 9L ' 'Z 4kD 2 _ ELCV N�LW,F l
<br />3. 9 AND
<br />t2 a '% to µC PAHEL4AlF INVADE 1Q
<br />DERV
<br />IN 1 T. 1nflY THE •v: ' n WIND PER a L FIRST
<br />R i vF E Ad CDNI GM ULTIMATE DESIGN R.0 LOADS CRERWNFD _R SCE F SMALL RE ROE ABOVE
<br />T n 1 i P R i F :
<br />THREADED FB CO SCREW, INTO THE
<br />SHALL BE 1 2" NO TNFFAUlI CpICEC f0 ASp JESIGk fSWR! FAILSIG dr MULTIPLYING E. B" O6 'MRCP 0 COMPARE n45f >(.'
<br />P PR 11N 4 TN PA IN A/Pµ W .IAI A. 7
<br />RRr
<br />PENETRATION jCCC SAL ft T .Rm
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 IHRU 12 a 17, IR PCNETNATATN INTO STUCCO SMALL 8E CONSIDERED AS PAR' !1 ME n^CWIR21 n+READEG PElae^•Rn'YON
<br />IN R 7 VERIFY THAI ANCHORS N 'HIS ? A R A x INCREASE IN N;OWARIL
<br />[WOE 0 K O ED ti TESTED WERE NOT OVER STRESXL, J3
<br />STRESS FOR WIND LIDS WAS HER '.%D IN THEIR ANALYSIS FASTENERS SPACING "C WLIC'v HA$ 8f f1: G!-TFR4'NED 'H ', !) MINIMUM EIx:C :MSiN.IOE OF LAC. SCREWS INTO WOOD iHKI. BE AS INUIr;ARO W ^HIS DRAWING
<br />ACCORDANCE WITH N.O.S. 2WIS
<br />- - C.4 MINIMUM PENETRATION OF W BUSHING SMALL 4' ! CI SCREWS, USED _ A.. ' 1 '^ 'cNC MINIMUM
<br />wl RESISTANCE 4N r'TXNN 1 t ^ ) PE C t700 EAlSH N. 9E '. 8 2 SC t F . BE / •
<br />i ORM Pµ 5 µ ACT ECM A,r>AC' AND ND _55tµCE `M5 BEEN VERIFIED IN ACCORDANCE WITM SE. FU9 OF / 4 COLA E
<br />1° iN ` r, µ R XI MI. OA ` WITH NC1 R
<br />SHOU'C _ STUCCO EXIST. �. MMIIH F Wall_ STUCCO THE APOVF MENTIONED LOGE A$ A ANERrCµ TEST LAB 0' SOU FLORIDAiLORIM PLM'S UR 0 ( G 0219.02 CIS AS PER AE B
<br />PEP PT .IN - AN AM T N TESTING T f "M I, PER
<br />E 551E '2-99 h III C 330-02 >TANO M O ERU E5 4 !AB SOUTH L041 REPORT + v3U 0 A5
<br />rn P STUCCO -M N TIE "YI'T ! 5 ^N _ Sf 'rlal PRECAST STONE. JP PRECAST CONCRETE Av1 Si,C.O OR W000 60AP,D> of -. J D )N , > wG
<br />IA`>-2AND PROTOCOLS. µD A� PER IAI CI I.n'InNS PERFORMED IN ACCORDANCE W,% ;CCTIOh ifiW Or THE ) E L
<br />4'
<br />NTASL. CODE
<br />w'A", ANCHORS SHALL BE LONG ENOQG 1 TO PEACH THE MAINS STRUCTURE BEHIND SUCH PANE
<br />FLORIDA 1 N BV G Cr1DE
<br />_On
<br />Aµ_,HORAGE SIII lR AS MENI;ONEO IN C I), r, 7? A C.al
<br />2 A:: AL`JMINIIM ,EXTRUSIONS 10 W 9063-16 ALLI.w AND TEMPER ft,Rtr55 OTHERw SF NOTED) GEC SHEET :
<br />' ANi OR[ I , f ' !>F 1M� 'N'1 F ^An S 'F '-1KiN <% iH: NC'1' M FA'r H
<br />(DI -H SHALL &. NSTALLEC cXLCIMNt' M ! REL • AM _N. ON NiL` '>PE,. 1(A 5 A UR S µu L VRC
<br />.3 Al:- ALUMINUM SHEET MiI L13E-C A! ItUSCRFS SHALL HAVE 3105--11In .1.01
<br />d MAY hSCI BE INSALLEC HOPIZONTAL:,r Fn! OMNG INSTAILATIrxY Df'4(S '.arUWN ON SECTKTH I INAOL,(.H b (c NE liS N
<br />.ROU,c
<br />'AIR .,M ' x P' iNAT H /,A h I T Otl'' ., E CE EAocp,s & S ALl N BC USED
<br />\ I P 'T R 0. R - R A- c Y IM M. , ,'RNLI \:/ VY Alt SHFII METH µLDS SHAD! HAVE � R'JC'U A OU l f STELE, Nu 4 6-} GRADE RO YN U BC 'A. LED 5 EEl
<br />i E -U I N W'f A, AFT R RU S F L UC GNA 0 i2 2 a T LLECI
<br />/ t 1� 'I I1 RESPONSIBILITY F T 'T FY i N R SHUTTER IS i
<br />v SHALT Bf K _S ONSaiRUTY 0 THE CONrRAL OR '� VLRI THE SOUNDNESS Of THE STRUCTURE WHERE 5HL E , 0 BE
<br />'H t 1 1 F- Y Ai 1 •' r K r ATTACHED O N�l1Rr PROPER ANCHORAGE ntS SHUTfE >MLL ONLY BE A7- .LED rJ _ONCAE7i BLOCK. Lfl L1'OLC FRAME 5 Y 4.REW5 r0 RE :TNHIES> 5?FF.I 1D4 (:R 3t6 NSI STILES OR CORA05T(RN REYS'µi COALED CARBON STEEL .•, PER URN MIA LMf.S
<br />n I N 'Itl H' ' : YI I N LFI AN 90 Aa, RN r STET N4 1 µG S COMPLY W r..OR DA dJILLING C"JUf SEL IUI SGu �U Lr Ell SIRE G 0 51L E HeLI /
<br />334
<br />2.1 ' 'C. REGULAR. S10RM PANEL LENGTHS OVER 5L' A; PER SECTIONS I 7, A. 6 AC ALTERNATIVES IOU, lw a aW ON
<br />T A AVISIBLEf TF `t .r n4 t- NT T
<br />SHEC 5 + _ / RESPECTIVELY. SF HAVE LEG lE µ0 READILY S , IL'TilOW
<br />S.EE IVEL
<br />1.i !` e L A.1 0
<br />WARN NS U_ A: OWNER tJ4n C
<br />E BOL•c 'EI BE ASTN A- 1C1] GAL VANI:.EU Si(F DP A:t1 3D4 SERIES TANLESS STEEL M-tl JF Ks. MIN' YIELE' STREhiITH SECURE PANELS Mil• APPLICABLE REINFORCEMENT DURING PERIOTJS OF HC'RFiCµE WARNING
<br />HURRICANE
<br />I ANr n 10 S A' EJLV7W-' H[,P MN, MALL BE > t N-t i R `T C ,. HI II' R t t H�.'H s IN '1 'T11r rt '. A 1 �
<br />rNF S AL1A X1Al CN af.,OR :S 0 SEA:. CAI„ 41 S J L _(MPI'wFN rUGES " L PFWt ,, ,+. U, S • 1yN ! W':I
<br />/
<br />H BUILDING TO PREVENT WIN RPA I JTRU K171 _ e lDI'lN RIVE G/ 5
<br />A r x 1 i 4 EI((S"N.. PQU9 SO! .?iLTE
<br />- 1/a'. 7AfYGN ANCHORS AS WNUr/a^'�n^ED 8' I i W RIJII.DF x, 'Nf (Min 1'._,'97 T's..) II ciOCM PANEL NS'ALyAi GN SMALL 'UNFt" MTN SNF GS tNI11UtcD In. •HIS UPAM:NG PLUG ANY B.'LL7Rt; YPrJ :•M.NI: HE GV.A.ILNi
<br />- 1/4' . . )/8' CALK 'N ANCHORS, AS MANUEACITJRED Pr MWALI INC 'PROVIDED 81 THE .IURSDICTION WHERL PERMIT IS APPLE() II:.
<br />3'4- R' S 11'TR P" T -P - 1' L 4'e . LD _ � ANCHORS. A [ > ±FATTED BY AI DIN. 5(HFW 9rJL a ELIN. CO / SUL Y �
<br />l ) HS CNG E .{ Rf ANC OCE -. JE ,.W XWI
<br />' t 1 i -c � 'HIS A S N a. N^- PR'N' NT'A i H5 PSITE ICE EVALUATION C7.
<br />IMn r._kW E FIEFACN
<br />D +' ) • -'ROJECT. -H-
<br />ran ro er rrR TI
<br />� _ E 5 E
<br />,ITEW
<br />0 SITE .s CIE1C -. WHEAT - E -. NDIMN. Ck'NA rROM F PE E
<br />I P I P - a, i r - •R -TIN PRODUCTS -H µ- Wt I.NF I µ Y •E v5 ANCHORS. 4S MANJF:t CARED D tLCs TUNS UC 1 I14 !L E E 0 b L
<br />I 1 IN YC1KWcMANUFACTURED1 'N 4 • IAWC NN, A _. AS BY OEWAL C F I 1 Cr
<br />I: CONTRACTOR 1U RE RE. ON FOR TI1C SELC10': PURCHASE AND INSIALLA If3N NCL'pN� JET NETT TH5 .R p :.
<br />( RESPONSIBLE 0 _ C O U'
<br />BASED LXN IHIS PE D PROVIDED NE/SINE DOEL. NC- OEnAIF FP(JM THE LONpnONS Uf-TAI'.J JN 110!- rfXUWflI
<br />A', MINIMUM EMBEDMENT OF IN•C:ON ANCHORS INTO POURED CONCRETE ,HALL IRE I 3i A', 2• FOR Eu:O PAIIELW : ANC
<br />CONS-RIJCTIOR :AFE':Y AT SITE 5 THE C,CPEIRACIOR'S RESPONSIBILITY
<br />./4" FUR :AMN NOUN ANCHORS
<br />(l) THIS PROO:C'T FVALJAIOI4 ODCUMENT Wel BE C.ONSIDFRCD INVAUO IF MODFEC
<br />A7) CALK IN a SOLID -SR ANCHDPE SHA:L RE FMBEDOFTI 7/8" INTO THE POURED CONTRITE 40 EMBEOUr AIT INTO
<br />4' i1' N TA-' MT -
<br />i CC r 5 BE RNI i . 2U SCR[ WS USED SHALL BE 1 2 LONG MINIMUM SHOULD $ CC+: L 'f C1- 4 R'. •CF , $ U < FLNi PE 7`EC+ / !91 SITE SPECIFIC 'HU f. .:'�."� ( PREP -RED Br A EL OHIUa eISTREU FkGINEFN JR N"NCHEI r.. WHICH W'U. BE :OM[ TI F
<br />: F B. E
<br />eNc' I• MINIMUM FOR WALL' WnI. NO 5T!1CCC µl] MAY BE IIEAOED SCR[Y!a_: OA ALL THREADED SCREWS W/O HaC CP RECORD (E 04, FOR RIE PR ANTI WHO W1L1 BF RISE FOR 1YIE
<br />U7tfSE ECOR
<br />Z;PF D ENGINEER REC•ORI ACTING A JF LEGATED ENGINEER M THE
<br />PVT WTH W1HC NUT$ PROPER USE nF THE P E G U ENGI
<br />FTT'OF
<br />PE
<br />P E D EHrANEEF 5HA_ 'iUBMR TO 'HIS UTf[P Tkf SITE SPECIFIC DRAWINGS FOR RENEW
<br />A3) N USE tFIAt ORECAST STONE. PRECAST CONCRETE PNELS. PAVER5, STUCCO OR WOOD BOARDS RE F01i140 ON THE
<br />EI:STING WALL OR FLOOR, AWFHOPS SHAI1 RE LONG EN(KIGII ft, klAC,H Tat' WIN STRUCIJRF BFIINO SUCH PANELS (°I FH15 PC.D `'HALL BIAP THE LMIE AND ORIGINAL SEAL AND ",IGNATURE OF THE PMJFES5K•JF'AL
<br />ANCHORAGE SHAD, OF AS MENTION ,E,IN A 1t) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT
<br />IB 'C-[F15TING SQNCRZL �QGIt a j ��'t\I_j�-y9. 14 SMUTTCF WNUF�'REA'5 LABEL SHALL BE LDU1Eu ON A READILY VISIBLE LOCATON AT STORM
<br />PANT_ SH„TTER 1N ACrOROµCE WITH SECTION 10992 OF FLORIDA Bllly NG CODE ONE LABEL
<br />I/A- a 'APCGN µCMCMS A5 Mµ11FACTU1rI Br T W PU4 CMx, :NC
<br />SHALL BE PLACED EGA EVERY OAEPANG '_IMI1, T1 ^•.P•1 WTI. %EC!ON 1,IN93 '1r MT
<br />1j 4' . , 1/e' CALK -A APKMORS. A' WVU1AI; - REL RI OFII INC '-
<br />ROAtpA GUIDING CODE
<br />L/4"e 13,/A' SOLO >R ANCHORS. AS DISTRIB.ITED BI ALL POINT XREW. 13CCI & SPECIALLI f,;;
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<br />1 INSTALLATION ARE ONLY VALID FOR MAX A-S.0 ' #-
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<br />* * ,A, : DESIGN PRESSURE RATING (p.I; I) AND PANEL LENGTHS `.R : * : * pA+rn W. _ STATE Of DrAM'1 B+
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<br />(SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE "s,�p '. F p - a1100 s. St srAm INSTAt.iB11ON O F i+ i ANY, S. e, sn"i '/O S - N .eeo s.r. el snEn
<br />,, , /GRID TLU` a INaNN,o �� nNYI 's F'- /GRID T T111I "I"m • Moa[eRIN• COMPAN'I DENSITY OF 0.55 OR EQUAL. HALF rlLLli TESTiNRo a e]Faa�tiln LeowAMr
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