|
e 3 e < m A"PMXs WALL AND FLOOR MOUNTING INSTALLATION
<br />WAMIAX :' _r` _6• _ a SPE IT PANELS
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<br />6 tP)
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<br />FMG
<br />MULLION 5CNE0(1LE
<br />M_ MULLION
<br />SPAN (FL) •
<br />REQUIRED M..
<br />TUBE MUWON «
<br />4 4'-e
<br />]' . 3' a I/W
<br />T V-6' TO :5'-6'
<br />7' . 4' e Ile"
<br />A IF-r TO 0-10'
<br />2'Y 4•a 1 4'
<br />? 6'-tD' TD a`-D'
<br />r/9'
<br />swam I, 3, a 4 AIp C, g Cs
<br />« +5T3U9EOF �'-izA ,' oPRES"RKNTEED G.
<br />SECTION i PFTULL 6 iO SYORAs , S
<br />SCALE 3l6-T
<br />F07E MUWON CAN ALSO BE INSTALLED W/O STORM PANFIS ON TOP
<br />OR BO7TOM St
<br />THAT n B LOCATED AT TOP OR 9Orn0M OF OPENING.
<br />(ONE PA)EII. OPENNO WI TUBE TOP a t1omml
<br />T3tia(=1A�r�
<br />I al AAWOR Sr711 " {IIE AYIUMI '�
<br />SPLIT STE I w
<br />HEALS 61 r fdEYl iSI�I
<br />I A
<br />TIQN DET C15 FOR REGULARPANELS
<br />INTO EXISTING WOOD
<br />,SEMURE5
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<br />INS. AUA - ALTERNAM AW INSTALLATIONS — ALTPRNATNE +_Bu
<br />(SECTION AT TOP IS umm To +s5,5-87.o MAx. SOIAE: Ile - I"
<br />INSTALLATION
<br />AL
<br />7iVE 2W
<br />-
<br />ALS,D. DESIGN PRESSURE RATIO
<br />SCAA.E: 3jaL - 1•
<br />SCNF_ 1/4' - I°
<br />TWW//A. Me��tI//Isr «
<br />$qMF I/T as j(tr - 1
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<br />£LOUR maul f m
<br />1NSTAIIAI 14 ^sE1.1TUN +LAW
<br />1. tNSTALNSA7IONS ARE ONLY VAL/0 FOR BUILDINGS WITH AS,D- DESIGN
<br />LOADSaN'';,+,
<br />'s
<br />NIP- TO 455"5, -72.0 P AND .PANELS LENGTH
<br />UP TO. 8'-9'.
<br />Q.
<br />,; y> ' .. Cr4167'
<br />FLORIDA BUILDING CODE W h Velocity_Hurricana Zone
<br />-2. FOR NEW 'WOOD FRAME GONSTRUCTIUN. WOOD
<br />T
<br />MEMBERS D BE SOUTHERN
<br />•3 :.
<br />$i
<br />_
<br />anml TtITEYA plc: -. -
<br />PINE . 2, Wj SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />- Na,s
<br />rP,
<br />2Q GAGE GALVANQEIY STEEL 57EiY PANELWAW BF.NOTE.FOR
<br />COM�ATION PE 5WTIONs��GLOBAL
<br />:PROTECTION PRODIiGiS,. LLC.
<br />+/� o. 4 7 161C,TOP
<br />&. -BOTTOM MOUNTINGS CAN BE
<br />`�
<br />. C,3 '+,E 1:
<br />'�
<br />n TERnNB ae a.WE, r4 3x11A:'erg
<br />IN ANY WAY TO SUIT -ANY
<br />INSTALLATION.
<br />/A ••.. ••:•• •(y .
<br />AHAti`
<br />w atAr aSw arA..INMAI4IRKIe, a M+em LION, tuAN1pI-75.6.FAN. (2s4X6B-Bn220-176COMBINED
<br />F.r. ,. WOR:ms.9.sTa <Fr. en-rar
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<br />/APAIt tNNt
<br />'INN, :.:A I&NF Ji." P.D. r ia-+ f 'a - 2NEg7 to or"
<br />MAXIMUM
<br />�AA3-ILA D �tGN PRESSURE RATING (p a,f.) AND C
<br />MOMUM L�l.3A M "L- SCE
<br />RRESEDfi f�i
<br />AA
<br />(VALID ONLY FORT & INSTALWT1fJNS AS 56PAWNs 1 rift 10, AM SiNEi75 4, 5 t. 0)
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<br />INTO E(I IN�i CON -RET A CONCRETE Ep(;I TRUCTURES
<br />(VALE? OPLY 1'0R Pmas(1Da @ ItimAuAirlow AS PER sEC110N5 I Tmw 7, ON SHEETS 4 &. 5)
<br />To To TO
<br />FLORIDABUiLO#t4G CODE (High Vetoct f4MrriGone zone
<br />E i No. 41S7 s
<br />QID10 xIKA, ITC; 20 GAGE GALVANIZED STEEL STORM PANEL.
<br />F.P.
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<br />DETAILS FOR REGULAR RA
<br />�{,�$c t1�
<br />v4"I LING"N YS..a FORK
<br />O'i+ 61
<br />PANEL tIwarm U T TO 6'-O• Aw B V4• G:D,
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<br />' 4 MR LEMI)B IR � 6'-6"Ye. i
<br />INTO
<br />EXISTING MOD STRUCTURES
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<br />WOOD
<br />DIRM d4?IIN iNG INSTALL N -
<br />NOTE s SgKIM
<br />KE
<br />NO SHOWN F$p CLARTY
<br />� �;/ *
<br />SCALE 3/11-'-¢
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<br />WITH A.S.O
<br />a �1F
<br />•''
<br />i, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS DE'SrA LOADS
<br />UP TO +55.5. -az0 PSF' AND PANEL'S LENGTH UP TO W-a".
<br />� 2
<br />$ ,.. iG NStr
<br />..
<br />_ :.
<br />L ORt BU G ` t
<br />FL DX tLOING ODE Ht h'Vrioc Nurr(cone Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO. BE SOUTHERN
<br />-
<br />o2mG ILO ,n I+c-
<br />FA
<br />PINE NO, 2. wI SPECIFIC DENSITY OF 455 ( EOUAt
<br />PID. ;.k
<br />20 GAGE +LVARIZED STEEL STORM PANEL
<br />R >n,
<br />HATK3t4 OF sErrNTNS
<br />.�. w
<br />? t', $3 QF _
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<br />IL ECt71F761,
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />°�1em
<br />6„E
<br />TOP LAMA BE
<br />i 9 I' I'
<br />. 1'7 t =
<br />tINO k IMFEIdIp CDIMPANY
<br />4Am SW. 5, SIREET
<br />nLVU 2
<br />I COTTONY WAY TO
<br />COMBINED !N ANY WAY TO SUIT ANY
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<br />ti%U0 ONLY FOR PANELS 0& RWALLAT"S AS PER SECTIONS I THRU 10, ON SHEETS 4, 5 $.6)
<br />MA WW
<br />'WAAAR( Al0el S SANDING FOR ED. • 3 I/r
<br />A5.0. OESI©N
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<br />t4NEt1/AtE FEYM,E 10
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<br />PANELKATE PLUS
<br />-409M SET
<br />APAJOASW To
<br />SEG'ITaNB i
<br />PRESSURE
<br />RAINING
<br />m COTPORM
<br />M
<br />CONCRETES
<br />BRACK
<br />m CA)ffi&TE
<br />TO
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<br />BLOCK
<br />m CONCRETE
<br />m
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<br />TO Commit
<br />TO
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<br />AAK ti'OM GInoFI
<br />N
<br />OF THEII
<br />IEMPI71, •l` (R.}
<br />LENGTH
<br />-1.
<br />N/A
<br />N/A
<br />N/A
<br />6-
<br />N/A
<br />6•
<br />NiA
<br />S'
<br />N/A
<br />N/A
<br />N/A
<br />I (TOP)
<br />B.
<br />I 4'
<br />N/A
<br />N/A
<br />6'
<br />6-
<br />e°
<br />1.
<br />6"
<br />N/A
<br />N/A -
<br />I (BOTTOM)
<br />6"
<br />N/A
<br />N/A
<br />N/A.
<br />Ba
<br />N/A
<br />6°
<br />H/A
<br />6"
<br />N/A
<br />N/A
<br />NiA
<br />2 (TOP)
<br />B'
<br />N/A.
<br />N/A
<br />N/A
<br />B'
<br />NjA
<br />s"
<br />H/A
<br />5•
<br />H/A
<br />N/A
<br />N/A
<br />2 (80TTOM)
<br />-72.0
<br />6•
<br />N/A
<br />MIA
<br />'N/A.
<br />6"
<br />NIA
<br />6".
<br />N/A
<br />6'
<br />N/A._.
<br />N/A
<br />NIA
<br />3 & 4 (TOP)
<br />>7'-S" TO W-e
<br />OR LESS
<br />a'
<br />4`
<br />N/A
<br />N/A
<br />6"
<br />a
<br />6'
<br />8'
<br />8'
<br />B"
<br />MIA
<br />N/A
<br />3 (BOTTOM)
<br />8`
<br />NIA
<br />N/A
<br />. N/A
<br />6"
<br />N/A
<br />6"
<br />N/A
<br />B'
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />5`
<br />4"
<br />N/A
<br />F N/A
<br />6•
<br />I 6'
<br />6"
<br />6'
<br />6'
<br />6"
<br />N/A
<br />N/A
<br />4& 7 (BOTTOM)
<br />N/A
<br />MIA
<br />12 1/2'
<br />6 1/4•
<br />12 1/2-
<br />6 1/4-
<br />6 1/4'
<br />6 1/4'
<br />6 I/4"
<br />6 1/4"
<br />N/A
<br />N/A
<br />5 (TOP/WTTOM)
<br />50,0, -53.3
<br />.. N/A
<br />N/A
<br />12 'T/2'
<br />6 t/4'
<br />12 a✓21
<br />6 1/4-
<br />0 t/4-
<br />6 1/4`
<br />6 1/4'
<br />8 1/4'-
<br />NjA..
<br />N/A
<br />6 (TOP/BOTTOM).
<br />6'-9" YO it-r
<br />58,0, -72.0
<br />A/A
<br />NIA
<br />G 1/4'
<br />N/A
<br />B 1/4-
<br />NIA
<br />6 Ile
<br />� 6 1/4-
<br />S a/4'
<br />16 1/r
<br />N/A
<br />N/A...
<br />6 ((OPIBOTTOM)
<br />W-a' TO 13•-2'
<br />NIA
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />6 1/4"
<br />6 1/4'
<br />6 Ij4'
<br />B 1/4'
<br />a. % 10 (TOP)
<br />43.8, -49.0
<br />4.
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />6'
<br />S I/4'
<br />6 1/4"
<br />a m,r0M)
<br />OR LESS
<br />6�`
<br />4°
<br />NIA
<br />N/A
<br />N/A
<br />njh
<br />N/A
<br />N/A
<br />B•
<br />B'
<br />6 1I4'
<br />8 1i4"
<br />4 (S1IITTOM)
<br />12'-4' OR LESS
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />8 1jt'
<br />6 I/4'
<br />6 1/4"
<br />5 1i4-
<br />to (a01T0M)
<br />SEE 'SFRETS Ik IT AND 12 FOR ANPORi TWA Y SPACING FOR INSTALLATIONS WIO WOOD FRAME NWIWW
<br />WNWUki ANCHOR SPACINOS AND MINIMUM CODE' DISTANCE ARE WMCATED ON " 9CHEOUM FOR Ea LESS
<br />THAN FNNCATED ON SCHMAX ANCHOR StMCWC BY MUUIPLYIW SPACING SHOWN N ON SCHEDULE BY
<br />THE FOLLL41M FACTORS, MR THIS OPERATION TO BE POSSIBLE REDUCED SPAC'IW-OWWAID USING FACPR
<br />SHILL HOT K LESS NNW MINIMUM SPACING 04IN ATED FOR CAD" A14"Oft TYPE AT NOHOM LEGEND.
<br />.AWG1Wt TY1$
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<br />T.MOO}I
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<br />I/41
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<br />3
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<br />31/2
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<br />314 -
<br />-1
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<br />T O R
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<br />INIQ EX STING WODI1 STRUCTURE
<br />{ A- o , P s
<br />- 1 1 ttl ': i f - PANFINA(E plus ANELW7E Pill
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<br />T:4tFAOEO PEtAF;9F641WN ID ti#M'AA/EO FHEfRA TO WOOD ^, i1s1cADED
<br />' i'
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<br />_..- PAN LENGTH ., a; _
<br />(({ Moo. PANEL SETT) Mae, FL ''� M. PANEL t£NG'111
<br />t ,/Oro aNH 55:. (SEE NOTE t) - ,/ x-aon 63r. (SEE NOTE T) (SEE NOTE I)
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<br />RE0UIREO L _ a4-ID i'ANELMATE PLUS REQUIRED , 1 I): !@4ursEp " I I fy '« f ) MEMETRATION AT
<br />3 1 ' .i; k B t.A' OPi14iTM/Tkt)A 4^ MVROTH OF PLA"iE
<br />1 I.' AIFS WKITH OF PLATE
<br />:r
<br />DI47lalia ZQU?MNfi J�i• �.` —�. .- AT MOWN IF PLATE--:-•e- k" _
<br />ALj
<br />SOME 3/6. T'
<br />SCALE 3/B-1" so" 3/8-1`
<br />X=1
<br />1. INSTALLATiOt45 FOR ALTERNATIVES' BIZ, 9W & 1OW ONLY VAUD FOR AIArNNtNYINM/AA
<br />BUILD" WITH AWS LENGTH .S Q fl DEMON LOADS UP TO +43,6. -4$,O A.x.r. AND
<br />2, FOR.. WOCO. FRAME CONSTRUCTION: WORLD MEMBERS TO. BE SOUTHERN � �'" : "':"'•;�
<br />NEW GENB�C ;' s
<br />I N 2 E SPECIFIC DENSITY' OF 0.55 OR EOUAL- 1�: \± a FLORIDA BU11A1 G (High Valoltt' urrTGoe e) PINE ik tiY✓ APE a + N O{SO£ N fl n ion
<br />u+rrc ++L4oIMA c. c PIG. 41 + s 20 GAGE GALVANOZ€D STEEL STORY PANEL
<br />FCR i1aN i7F FCN0N5. * S OWN Bt`.
<br />TOP & :AOTTOM MOUNTINGS CAN BE s '� ,.�.� " 07101AW
<br />COMBINED IN ANY WAY TO SUIT ANY '��:, � __.__._._._ B C GLOBAL PROTECT" PRODUCTS/ LLC.; OATC
<br />INSTALLATION -, O •• FL }31p : '' . .,�./>.. _ 1 I `. E C 0 ,.a. 4EPD SR« bI sow
<br />_. -ifi �•' ,,, - A e•d7'...J TNUF k E N N/ ANY EW-73 L PW
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<br />COX-mr. ArNCItM CONCRE E AH04M PAR CONWR *KKK SEE SCt@IL15 ON BMEET YA:;
<br />(SSE st � N, , ` tSEE SCHEDULE 10-11, ^�\ ,; A� FOR WGOD ±sew.,Y: E SECTION N»F bNOEr T6Do
<br />T, 2;R TW/15 1 t 8 AT "(��++11oN 8 1 1 1 -8 AT N 8:.: 1 IbISTA LATION DETAI FOR 0 TION # 1 FOR C
<br />^S pown .` 'e T�iB f l/4. 2/4, 24/4, 3/4 DR 4/4 1, 2 $ iW/15 j: EMD Arm 5 lctalS a 6 as w/ li�m �_iF- �Ffs SAFETY
<br />_» ) - i NTI 0 EXISTING WOOD STRUCTURES STORM
<br />PANEL SYSTEM
<br />Ij 7 ,•-, ,/2
<br />u ' { cela � ,4 i � � r .... � s✓B- fA±n.
<br />MUM CONCRETE
<br />6 3 AIn: low n) J( o
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<br />STUDS 6 2VE:R`i' °;. + q 7. r ry.. • ' I
<br />','"•TM,=^,..;!SM1;�''m k�,a,<.. ) ;+'k".°, �..'r `^.'t,.'�„i i ��- OVERLAP
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<br />SEE j 9EE i GJtFIINIR PANEL : EIYO PANEL 1/tw .:I SEE t , i 1 - INTER1SiR PANEL ENO PANEL i ) EO '` t EO€ - -
<br />} 14'eF1' MACHINE } ;) `5QE04NLE ibi SCHEOItE it •. ,+, ilSN1R N[ADER It - ram^
<br />' V
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<br />% 'EEFm1 m " /fir / ....._ 1. t..� __ .... : _ .... ...)... �_. •F r, saNFx)LIE • • Sta DLE '
<br />8 l tln. CGSE ,t)}�.- to VIOW12 1 D.C. p ,:, aR / `.s----3"�.•.e FOR Ma)i..:,=,-PTXN Mpl. p
<br />ANCHOR
<br />,�3' MlSPANCHOR Mml 3 t
<br />LOSE bE'r e/11) :. i (SEE GET 2/ ) ! , - 7- _- _.JJ
<br />T
<br />) I { : - - _: ....: _, .. . ., i _ OR DR2ECT 7#iUNT �ACNNQY_3•
<br />ACING
<br />1 4 _ ..,_...__...1 •-y Mina.... %
<br />)�ETNAIL 1 :s WALL IdSt4NGTL6ATIQI'1 PL1CA8 TQ SCHEt?ULE 1'1 x T
<br />REIUMffi0... 1
<br />(SEE OEDA S T!+ xMu�.,v+ TSB, a ]z -14 O
<br />... �+.r.l, fr : , k 2/la) . (AL'e.- NA1CATgW SCALE. 3/16' s 4•- SCALE: 3jlfY . t' I MID. a 77Ayi'tI
<br />JJ r; i a i primes s)IA E sTOO a Ix NIA o.a ALTERNATIVE I ALTERNATIA 2
<br />PaMIFA. G«ICREtEj ,. ( i / MAXIMUM M A D.. DESIGN PREMISE RAIN s CORRESPONDING _CL
<br />I I MMIMUM A.S.D. DESIGN PRESSER HONG Cn a f � AIL} —Sx � PI�I 1�_IwR+ ��r'� /lBlii � <ar MAO/M+E
<br />OR CONCRETE
<br />k 2I+9 MAXIMUM ANEL LENGTH "L'� SCHEDULE TI IIe Mb. Ni spEEIAAns
<br />OWN WALL W i ORR PO MAXIMUM ANCHOR PAC ULE AT f$1 FOR A M -� (N15) � [ .I . ,2 , oA
<br />& E�VUItIC�Ii k m1 E1 LIFE - "'+ C' REDiWeEn i F` Y BLF OrnY• m ia'CTIDMS T t emu STrmA PSA+,F' CET: ytN -• -
<br />I ; I /4, 2/4, 21/4, 3/4 OR 4/4 ! 1. 2, dk iW/15 1, ? $ 7w/15 evenT, nN c rrT r�l. i i
<br />400AN "4 I M ka+. RVEL SFNODI SEE 5Cf OL" a i
<br />--.- rtTFRfA1E LOCATION , , k WMTOu WI D 3 t /2" + Pta�IR2 RAG 1' pl} IAA,Ase aTPAAYMN ° 4N mfEl7 SA t
<br />W NO IFS LTY i, ON L1Fi raNT.tY" RAOL L,c 9Hs"..WAL} 79P--..- iPal>3 aRF fAT71AIII aO FAQ i--- FtM LNA. f '�. r ,.I'�sJ
<br />:.''.. I (. SAF PANELS WCATIM aF # E NOTF. !,BELOW): _ _ SEPAW47I6N [.
<br />E 1.a, RED" PNYEL,S W OR '.,_.....T....._.,.„,.L.: S P '--.4' MAAIMUY Asa. P APPAaCAYt4 m +4lD, -no r-4 23/4 TPeltaTiv TO OLa55, ✓ SAFETY /5)tEL T4rcoN OF HIP -IMP CFLY-IN N6AIA41F. [NINE AI PANEcAW4E PUK
<br />,.__.....__... _._._..,_ Wla'REauIAR TP,+&Rs
<br />L (SEE NQ1F 1.. «' •--•-�•..,.,.n„" DEW ro .� M TO .� f COMB # IO E 17 QL`,. • �` '; `"'. ? jIi
<br />'r': ,r'f;fi 31A/,rt' r s,„.'A , "i...LOWj IASf PANEL 1O. >ff I.STAtIEO AS PREBn, A1E iG CNNLRET[ 7A sRETE CONCRETE CONCRETE CNiLY1tK COMIWN4TNW (.1 TE I fO.
<br />;mNCtOTE. ANCHORS „✓,.. ?lY fi . •,".:'�/,�".;'.. ;t.If.,1•. ;% ({��(D
<br />, COMCiff'fE. WNCAETE COtCR.7E CONSISTS. - OF'TRM '.. jj
<br />(SEE SC,@'OtAE ON -r ._ , DF LRt SFFEtY STORLI PAf4E1 OPENING SMALL RA bm .e.4. &ACC 84DCR ,LOCK 11ACK BFDdt SEE 5♦r£T 16 FOR ANGNiLYS 71PE k SPACINo ITDIN NA GMt.A'RDFi4 INTO WOOD ERNE BUEIIItlO. t 1- Y }4 a:
<br />"•
<br />/ oR ALWAYS T# PNd1IOFD W// !NEAR IUfIOLE MOO" MOHOR ZPALPNOS A$ WNW UAW DISTANCE AM IDrA W ON RAG S01ONAL TON i i I EO
<br />fA) FwR® CONCRETE �fi OH !TON B' N/A N/A tJ • ". l (FOP) FA: IRS "RVJP IiP TFD ON 4E NBD{Cf NNCiYM SPALWO RY YULTdhIi/O 6PB]yHQ ' r- " ED #
<br />TO fAt:SJniE WSTAtrA R NVtOtDo /A 8" N/A 6' N A 6• N/A I & 2
<br />CaM. REfiIINED f TO BE WSTAiED:OR REMOYEO FROM INSWE - .._t•_. 1 (t OF STRUCTURE 55,0, -7i0 9 7 8• 9 Sr 9' 8 9` 9 r 1- (BOTTOM) 5 -a' LESS s ON 9M014I[ EH THE FOLLOWING FACTGRS, PDA THIS OPMDON TO K Pam- R i
<br />�SFE BCIi'dAE :fir - rRINICED 3P ING OBTANW LOW FACTOR STWt NOT W LESS TWIN MN AKAI ``-, i
<br />--E,O- -.-... - . WOICATE6 FAIR FADS ANCHOR TYPE At AMGTOfi$ LEr ` a - al i I', Ii{ 1 i RWOOPEQW IRAT O
<br />SHEET Ia) ELEVATION +55•Q - ..0: 6- N/A N/A N/A 6• N/A 6 N/A B' N/A t e x LOOP) s•7•-6' _ :GG3
<br />WALL iioUNTINs IPESTilLUT1ON AND f►QnR IA iNG INSTALLATION scale sjs2 -T 9 s 9 a' s 1j2 a' s` : 9° a 1 tBOTrNiM) t/4ti t14 4". _ Ile. TI* r - I wOw ARTS READ
<br />ANWWR tYF'€ ,_-...._.. .-..__..._ _..- 1.
<br />- SiCT1ON I s " SECTION 2 SCALE: 1 6" - T aR ' I 1 s 6 NIA N✓a € tifA 6' NIA t"' NlA 6" NIa t 2tOP) T4 LaN «YAn TM swe N ?,-awn I?Y j
<br />SCAA,t;+ 3l8 1 / -.. 1 a Ma.:. G+P. t/a ATE.Cu
<br />w•_... -
<br />1 - +55:0 -72.4, T'-6 10 6'-$"
<br />+ 'I�4«.. 9" 6' 6' A.
<br />F (99}TTOM) Mn.. ARC 3 3. 3 3 �: tt2 � 4
<br />HSkiES 4#F eiFT2ts51S9li P N,pyFi��M INSTe txt aN ' V-11AM4AtlItAKl00.) 6 S 3 3 : 3 .. s{
<br />.� p) 3 ] ] , In 4 ;'I 8 ALTERNATIVE 3ALTERNATIVE 4 N
<br />T OR AS AN NTERW PANLIFE SkFM STORM EL �L CAN BPAL EI LOCATION INLOCATED AS AN EN tN1 END
<br />E PANELS)
<br />PANEL) 1 $ �AAtt Fes... �A, Raw RA (i7ilffmmm "am �•.: 3iN TE :' } .
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE !STALLED ADJACENT TO REGU'rW PANELS SEE NONE /) At EW PMYxi ae^ EDi2F 33 �i / n�R A MOM " AT BOTfOf< wI(,, « 3 SI?' . t , u as - - REPINED = w TNRSWFD PL: LTMtgN qt ■ B� Cn
<br />$ tERINTE UTCATKIN tI<•+ UIC 31YIEWS a b' OF W/ 1 1/2'
<br />(W/ OR WIO REG" TRACKS.) SEE NOTE 1) _ ._ - _- , � : t1i 11+i0. 3IeP tCNO 9R,L� N9INO WI t
<br />�4 /� p MNGMW Aso. . I tram a S/r W nw IV OF MG4 tASE A (STUD a rew nmK � it NreW APPLICABLE TG a ItA• _...___._.. _ - .�-_ E:. ' 1 ,/4v-2On- ss. Ms. a s' o.D. a ALTERMINE WON f „E:, CONDITIONS � ANCHOR LOCATIONS
<br />Z LIFE SAFEtt STOR PANEL CONS= OF 0.039' GALVANIZED STEEL STORM PANEL AS SECTION S-I3 nESgN T, - - SECTIONS � & WNMUM PANEL _._. T ,m vm - .. I'm '� A]. ,I4'1-20 PµOAKIE rEMM.E b OR
<br />PER COMPON PRLCSLRE f '�IN C01MaTNATtO i£MGTN i," (f1) iNLiiN)NNIAFA ..._...._._....__.�,4.. ,..__.. ..-_ _.._._..,._.. __.__ _ PANELAA:TE PFOS be o.C. R! I I/3' Y&t Ur - I.
<br />S/ffF7 2 OF DRAWING, 'SCALE 3/3r-l' at• To .:MN OF THEM a 1'* T!( 3I'x - `- Im - .Aa OAST
<br />THIS PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF 4
<br />STRUCTURE, _ rC1i{ "+:. °.+ (I _ O PENETRATIDR to qNc M
<br />3. tJFE tIAFE3Y P :... REOIRRES TOP TRArCK T0.'BE COMPONENT $� & BGITO4P RAM .TO L411AN1InN� Itity +49.2 -61.6 3^ 3• 4 1 2' 4 T 2' 2 t8a7T0M) 7°-6 OB'. L15.5 NOTE : In
<br />SNUnER IRADIS ,Tor sFNOWN FOp rxARIY
<br />i /% +52.8 -86.0 3' 3 &" 4' 2 (9LTROM) 7 6' oR, LE* �t1 i ( y ( 4 '$ � A Tit _ W
<br />BE t:OOENT ' AS':PER SHEET 2 OF TF{Li T3RAW1N0. yA T(; ' ,+ - +L�
<br />CDMPOM Ni 4,$)�iY 8E. IH5TA4LE;D TEEN.). 00 FWDR NK" N1E0 FOLLOWING SOnONS T s •'P''.w�; •;1 ••''� +55�G wi2:a 2 1I2• 2 NjA" +F' I � 1/2".. # (90TTOMj. 7""'s' OR LESS � : ND. 441b� 1 � ALTI`.�.R # q'�. '. �.tl..
<br />SLNE:3/e '''a , V
<br />2 ON THIS SHEET: AS WELL AS DETAILS! &2 ON SHEET 14: ,'4?IvEI`1$F FLORIDA BUILDING t i 2 II2" t 2 I/2' N;/A , MIA 2 (B0TT0A!_7 7'-s" TO a'-0" i•*
<br />- , LC DA ILNNG CODE (High Velocity 11M cons Zon6 +55.0 -72.0 FLORIDA BUILDING CODE H h VetoGT NMrr(Gone Zond T ? : FLORIDA BUILDING CODE 10 h VelocityNMrtJcane Zone
<br />4. hr.. LENGTH FOR COMPONENT 6 /1'. -C +55.0 -72,D N/A N A:_ 3' 3- 2 (Barron) 7`-w TO 8•-R' %•..; • 41� oaPaP mxEto. iG : No, Q
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<br />J_• /]A/1DaC s- � - T` - r •-�-••-- 07JG4/1G2D ,, fNSTALi/3%}NFi ARE ONLY VALID FOR BLALGId65 M4RI AS.A. DFSGN WF➢E UP TO 4'•, +S PT/;Ifa�G
<br />5 SEE DETAILS FOR INSTALLATION utTO WOOD FRAME BUILDINGS ON SHEET 15. s °$'+ A R {I �w yA�.Ip� GLOBAL PROTECTION PRODUCTS, I.I.C. °t � � - C� � GLOBAL PROTECTION PRODUCTS, U C. � +n3 -A2.O an ARr rMNELs ENmTt yP TO e'-s. �9p''.., Ft 541� r �► �P� PROTECTION PRODUCTS, UJC. �m
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<br />SEE SHEET CR DETPUL PLNCAME TO THE NECESSITY FOR THE INSlik"'T10N OF {e ' ( As: Tao s wua mIa . 20-17$ {. - NY: Ar a r aA+, a .N yA+w 141pi$i : - . -734l: FAY; ea97 20 17$ PW{ T+6. $ W/ SPECIFIC OENSR'4 OF OSS OR T0111IL ei/7A S1 tiAaA eitawtMv1€.: Ft Suss20-'i76
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