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WALL AND FLQQR MQWNIING INSTALLATION FOR
<br />SPUT PANELS
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<br />FLORIDA BUILDING CODE (High Velocity N one Zone)
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<br />20 GAGE GALVANIZED STEEL STORM PANEL Down will
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<br />INSTALLATION
<br />DETAILS FOR REGULAR PANELSCI)
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<br />INTO EXISTING WOOD STRLI�,T!JRES
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<br />I- INSTALLATIONS ARE ONLY VAUD FOR BuILDINGS WTrH A4.01. DESIGN tOAJ)S
<br />UP TO +55,5, -72.0 AND PANEL'S LENGTH UP TO 8'-8'
<br />pa,f,
<br />2. FOR NEW WOOD FRAME CONSTRUC1*14: WOOD
<br />MEMEERS TO BE
<br />SOUTHERN
<br />FLORIDA BUILDING CODE (wigh Velocity No OF* Zone)
<br />PH NO, 2, W/ SPECIFIC DEkSiTY OF 0,55 OR EQUAL
<br />Z
<br />140� 4167
<br />*2= Tairm Ile. 20 "a GALVANIZED STEEL STOR14 PANEL
<br />s OF
<br />GLOBAL PROTECTION PRODUCTS, Lm
<br />TOP DOTMINI MOUNTIMCS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLAnON.
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<br />714
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<br />CONCRETEt Ahomes CONCRETE AK*M CONCREM ANCICRR SIDE $0411011 ON SHEET t,f�-
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<br />1 Atl"Mflt LOCATION
<br />-JON WIFE WM PANEL I.-
<br />"'x AREA W/N0 OFE
<br />POODLAR PZE LOCATION OF LfE (SEE NOTE IsEtow)
<br />OR SAFETY "ma
<br />W/o RMULM TRACKS (Sm NOTE I
<br />-4- RELF: LAST PANEL JR AISTAIL.41c AS
<br />77-7-7, —77
<br />A OPTION At FOR LIFE SAFM m ALWAYS BE F%=
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<br />PANEL(D & k'1A OF SM&M
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<br />=-SECT11011-A sCAu- 3/a- - jil SE01ION 2 SCALE: 3/e 1* 4- IMF Iw
<br />? LIFE S&FETY STORM PANEL CAN BE =VZO AS AN ENO PANEL (FIRST OR LAST PANEL)
<br />OR AS AN KIERIOR PANEL (ANY PANEL LOCATION IN OFFNEEN END PANELS). 0 WMK* PANELS, a rLmr FISH
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<br />LIFE SAFM FANELS WAY OR MAY NOT BE INSTALLM AD04EW TO RECULAR PANELS
<br />(W/ OR W10 REGULAR TRACM) SEE "m 0
<br />2. UFE SAFETY STORM PANEL CONSETS OF O.M"- GALVANIZED STEEL STORM PAMEL AS $ECTION.
<br />PER COMPO � SKW 2 Of ORAMNNa� SCALE
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<br />STRUCTURE
<br />REQLARES TOP TRACK ID HE CWPONWO& 901 71
<br />J. LIFE SAFETY PAN WK r0k
<br />BE COMPON 2 OF THIS ORAWIN01 .......
<br />WALL FLOM MOUNTED FOILOW040 SECTIONS
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<br />2 ON THIS. SHEIi AS WELL AS OaAA.5 I & 2 ON SHELF 14,
<br />. .. FLORIDA BUILDING CODE (High volocityy No cone Zone)
<br />4� VMI� LENDGH FOR COMPONENT
<br />sm V-19M oc-
<br />M- ANCH09 SPACN. FOR C&=s'(0AMCHORArE AT aGTTOM Is CNEN OR 20 GABE GALVANIZED STEEL SIM PANEL
<br />SCHEDULES &�A�� S14W 14� CC Lm I ��
<br />COMPONENT BE PERMANCIV OR REMOVABLL GLOBAL PROTECTION PRODUCTS, I=.
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<br />5 SEE DIETALS -FOR INVAUATION NTO WOOD FRAME 13ULtNNGS 014 StiEET 15. few Sl* 51 Smw
<br />6 SEE SHEET POP W#JL APPLICAME TO THE WECMV FOR T+ff, IMSTALLIMON Of E-4MCM"iiWA;� RIC AAM W14 20-176
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<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO MCCO/iNDOC SANDS, jmu few
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<br />ARNM TYPE -- ----
<br />3 ot Nse FLORIDA BUILDING CODE (High Velocity No cons zonel
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<br />RAM No. 4167 -z TtWIA ft, 20 GAGE GALVANIZED STEEL STORM PANEIL� IA
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<br />INSTALLATION
<br />OETAILS FOR KQULAR PANELSa
<br />A I&
<br />114 lm� * a 1/4, Ox. FOR
<br />FAIC1 01GIIIII 1JP To W-IFAW It Ile 04,
<br />INJO EXISTINQ WOOD -$��
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<br />1, INSTALIATIONS. ARE ONLYVAILID FOR SUILONCS WITH A5.0. DESIGN LOADS
<br />FLORIDA BUILDING CODE (High VoloocifNv IN Zone)
<br />UP TO 554 -7ZO PSr AND PANEL'S LENGTH UPM 8'-S'
<br />2. FOR NEW WOOD FRAME CONSTRUCTIO4, WOOD MEMBERS 70 BE SOUTHERN
<br />FINE NO, 2, W/ SPECIFIC DENSITY OF DiSS OR FOUAA-
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<br />FIRM IMM Si
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<br />N/A
<br />a'
<br />N/A
<br />6- 'T-4jA
<br />6 N/A
<br />I A 2 (MP)
<br />+5&0� -7ZO
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<br />, -"-,
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<br />+55,0 -7zo
<br />6-
<br />47A, N/A
<br />N/A
<br />fie-
<br />N/A
<br />-.- -1
<br />-41 A 11
<br />a N/A
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<br />5'-C- TO 7
<br />+55,0 -72'a
<br />1�
<br />N/A
<br />6
<br />M/A
<br />6 N/A
<br />1 2 0
<br />71-6" To 0-61
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<br />7--e OR LESS
<br />+55,0 -72.0
<br />2 1/2'
<br />2 1/2-
<br />H/A
<br />N/A
<br />2 (sorrom)
<br />7 TO 8
<br />1,*nU -72,01
<br />N/A
<br />N/A
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<br />SIDE SHOP IS FOR Affmm rm & SpAmm MR NISTALIAMNS INTO WOOD "IDe aulf"a
<br />MINIMUM ^19HOR &WOM AND WNW Tom MISTAKE AM pow" ON TH4 ISNEPAC "am
<br />to S TIM IRDHATIED " wheo" Rana mm" SPACM By WATKVI14 014"
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<br />S, N/A MIA N/A
<br />1�
<br />MIA,
<br />I -N/A
<br />/A
<br />N/A N/A
<br />NIA N/A
<br />I" N/A 141A N/A
<br />W,
<br />N/A N/A N/A
<br />N/A N/A
<br />2 (TOP)
<br />W, h/A
<br />;/A
<br />bi� N/A
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<br />N/A N/A N/A
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<br />N/A e N/A
<br />N/A N/A
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<br />5 (TOP/WTTON)
<br />I-SO.O. -4l1s
<br />M/A N/A 12 i/E" 4 t/e
<br />12 6 114'
<br />6 1/4�' 6 1/4' 6 1/1 11 6 114-
<br />N/A N/A
<br />6 (TOPYOOTTOM) 5F-W 70 W-r
<br />�W.0. -72,0
<br />N/A N/A Z 1/4' N/A
<br />a I/e
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<br />M/A N/A
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<br />Mi H/A 6 Ile 6 '-/A'
<br />6 1/4' 6 Ile
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<br />61 N/A MIA
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<br />41 M/A N/A
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<br />N/A R/A
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<br />F14/A N/1� /A M/A
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<br />M/A N/A 6 Ile
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<br />(BOTTOM)
<br />CW SkfECIS 10� 11 AND 12 FOR ANQ+0RS, TYK SPACIRC FOR *WALEATIONS #RQ WOOD FRAME SIL"NO.
<br />DISTANCE An INWATED 0. 7"A SCHEIRM, MR Cal LESS
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