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<br />N/A
<br />I (BOTTOM)
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<br />X/A
<br />N/A
<br />NIA
<br />2 crop)
<br />VA
<br />NJA
<br />N/A
<br />Ir
<br />N/A
<br />5'
<br />N/A
<br />N/4
<br />04A
<br />N/A
<br />2 (sonom)
<br />1.55.5, --ixo
<br />6.
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<br />NIA
<br />MIA
<br />or
<br />M/A
<br />61
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<br />8.
<br />NAIL
<br />N/A
<br />14/04
<br />3 & 4 (TOP)
<br />tr-V TO 9-W
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<br />W/A
<br />N/A
<br />r
<br />51
<br />6.
<br />11
<br />a,
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<br />N/A
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<br />N/A
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<br />N/A
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<br />N/A
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<br />N/A
<br />N/A
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<br />61
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<br />4 & 7 (BOTTOM)
<br />14/A
<br />N/A
<br />12 1/2'
<br />6 1/4-
<br />12 1/2-
<br />6 1/4-
<br />0 1/4-
<br />6 I/e
<br />6 Ile
<br />N/A
<br />MIA
<br />5 tW/WrrOM)
<br />+150.0, -63.3
<br />141A
<br />N/A
<br />12 1/2'
<br />6 1/4'
<br />12 1/2-
<br />6 1/4'
<br />5 1/4-
<br />6 1/4-
<br />a 1/4.
<br />6 1/4-
<br />N/A.
<br />6 CrOP/WTOM)
<br />Xr-W TO 11--2-
<br />:55.0-72�0
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<br />6 114-
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<br />NIA
<br />a 1/4-
<br />6 I/e
<br />6 1/4-
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<br />N/A
<br />N/A
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<br />W--r TO W-21
<br />MIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />a 1/4,
<br />a 1/4*
<br />6 1/4'
<br />1 6 1/4'
<br />a. S. 10 (tOP)
<br />+43A -4aLO.
<br />r
<br />41
<br />N/A
<br />N/A
<br />N/A
<br />IN/A
<br />A./A
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<br />6
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<br />0 1/4' 1
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<br />I
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<br />I N/A
<br />I A/A
<br />I N/A
<br />I N/A I
<br />N/A
<br />0 i/4'
<br />6 1/4-
<br />I I
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<br />12 A
<br />1. ANSTAIJAMNS ARE ONLY VALID FOR BUILDINCS WITH AS�D. DESIGN UDAM 2. r0RPNSW= Up 70 C
<br />UP TO +65.5, -72.q r . . . dN
<br />.;1. TA1,1XD PA I%M UP TO FRAME, NSTRUCriON WOOD MEMBERS TO BE SOU11'"ERN
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<br />I MR NEW WOW FRAME E" To 1�11;.UTHERN IDA BUILDIK CODE (High Volac"y DA BUILDIN 100Y Nor icans, Zone) SPECIFIC DENSITY OF 0.55 OR EIDUAL
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<br />I' " No. F416�7*1 20 WE GALVANIZED STEEL STORM PANEL Fill, jv * tit, AV to,
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<br />III= FOR MUBINAMM NO.
<br />N= FOR QQMRW= AE TOP a BOTTOM MOUNIINGS CAN K GLOUL PROTEaM
<br />SM MR CQMMMM 2E SEn GLOWL ROUD"
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<br />20-176 TOP & BOTTOM WOUNTINGS CAN BE tNeNC OiiZ
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<br />COMBINED IN ANY WAY TO SUrr ANY A1164p=
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<br />r*1A 2/4* 2' 2 & IW/15 jj2�,� AT W poa� AT CNO PRIM - I -
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<br />�W/15 cn
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<br />OEM 10 SM"" f EO'
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<br />M im &J1OAr.= CONCRIEW
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<br />OPTION 1#1 FOR �JEE �6F SMRM it PWAUAW1 1 1404" =W0 7 2 ED
<br />70 �AX 0% WMCW N/A WA N/A r I NIA Ir 0/0%, r N/A I V - _. I
<br />70 REMOM FROM WIPC 31-01 09 LESS
<br />PANEL (1) & 9A OF vrRucrim osm, -7u -9 1� r v e 91 r 9 a I 10M
<br />ELEVATLON X/A N/A N/A Ir N/A WA '11 1 ! 2 2n 5,_r To �_r T- IJ =02r 0
<br />$ME -72X ---, L-
<br />1. ir 7 Ilr 111 9' It* ir 1 lawromi
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<br />00-1) 1 WA, w N/A 1 2 cu
<br />/4- v- aw uft -790 */A MIA I-OR961- TV a,- (I -
<br />NOTES ce IT. 1. -7-1
<br />LURN91VE 3 E 4
<br />f- UFE SAFETY STORM PAM CAN BE LOWM AS AN END PMEL MW OR LAST ".An) R" 14 3 IIA 3 11% 4 A AMON
<br />OR AS M INITIONOR ot"
<br />Ulf WN W". 02110--wT, "MMMKICICAWRAIL"A" azmf 010-1. wozz i �1 4DWZ . . . . . . . . vv
<br />ime""Rm r al W/ 1 1/2,
<br />W OR W10 REGULAR TRACKS.) w Poo" OR CIO
<br />Mz W/
<br />J- 119=10V * e It ON m
<br />-T Mkvw MKf 0 OR ALTEEMME WOOD FRAME QQN01TIONS ANCHOR LOCATION
<br />9 UFF ��SMZ PANEL CONSISTS OF 0.039' 2&VAWW STEEL STORM PANEL AS SEGBON 9-6 1/4
<br />S�IEV 2 Of DRWM. AM MW 00 LENOTH C. = w-, schly- W. 11,
<br />I paw"I'm 10
<br />TISW TO BE RDAOVED OR INSIX110 FROM THE INSIDE OF SCALE 3/31 -1 Agin tt-tj 1 OF THEM To TIQ/,
<br />THIS PANE gifts' 3., W. m
<br />STRUMURL 449.2 -6" 3- ......... *am 911117m TRAM Nm Well MR CtAmy
<br />31 A 1/2' 4 11Y 2 (BOTTOM) 7--o' OR I"$
<br />BE +ma -65.0 1. 3" 4' 41, 2 (BOTROM) 'r-a' OR LESS
<br />/2. 4. " t ALTERNAME I
<br />C 3 i1r 2 (WTOM) r-V OR aF No. 44167
<br />OWO.ENA L - -Ppe,
<br />J. LIFE S*W PANILL REOUIRES TOP TRACK TO BE COMPCINW (D SOTTOM TRACK TO /OKI� 17ilt,�,�-K:
<br />. %;,. T1 WALL MOUNTING INSIALLA310 Lu
<br />OR nwR MOLWFED FOLLONING SECTIONS I a +WO -7ZO
<br />2 ON IM
<br />AS WM AS DETAMS I J, 2 ON VM 14.
<br />=724 1!/2' 2 (BOTTOM) >7'-S* TO W-WI
<br />I RA FLORIDA BUILDING CODE (Wgh VoIcefly HurrIcane Zone)
<br />4. Mh UENGTH FOR COMfvKAz=5,. SUILDWO CODE (high Volodity Hu no z*"a) LL 72, X/A >7'-r TO FLORIDA BUILDING CODE (Ifth Velocity jwfwu 0 zolkaji A97 -
<br />W- FR. 2 (8 go= 1139M W- 20 CAM O&VAMW STEEL STORM PANEL & "Imm w-
<br />MW ANCHOR SPA04 FOR 9DANCHORAGE AT BOTTOM IS GWI�N 00 z L--O -
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