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<br />I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL)
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<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TG REGUAR PANELS
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<br />2 LIFE SAFETY STOR PANEL CONSISTS OF 0 039' GALVANIZED STEEL STORM PANEI. AS
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<br />J, LIFE SAfiTY P REOLARES TOP TRACK i0 BE CouPONENI�A BOTTOM TRACX TO "MIAIITI!
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<br />MAZIMUI MMa10R5 SPACING FOR ED _ 3 U2' •-
<br />MPLIr..r TC
<br />I SECTIO.B i A MMWUY PANED
<br />Mfv COMBINATION LEXGiH '.• (R'i
<br />1 of THEM
<br />-
<br />TAACMIN-
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<br />i- CALL -
<br />hVICAOTE FEMLLE e
<br />AA'ELMAR PLUS
<br />To OONC"
<br />-� -
<br />CONCRETE
<br />TO GOMCPETE
<br />I -CONCRETE
<br />-
<br />19 CO.rWEtF
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<br />_T'To
<br />To cowl" I 0
<br />TO CONCRETE
<br />'- �I
<br />C*
<br />ra.
<br />N/A
<br />N/A
<br />M/A
<br />6'
<br />N/A
<br />`' Ma•
<br />6'
<br />N/A
<br />I �7-'--'-_ __.
<br />_..
<br />5'
<br />N/A
<br />NIA
<br />e_
<br />6•
<br />a' I A'
<br />e'
<br />6'
<br />I (BOTTOM)
<br />p'
<br />„/A
<br />N/A
<br />N/A
<br />_ 1.
<br />N/A
<br />6 i N/A
<br />e• -
<br />N/A
<br />z R-) -.
<br />6•
<br />R/A
<br />NI'
<br />N/A
<br />e•
<br />N/A
<br />5" 1 N/A
<br />5'
<br />N/4
<br />2 DxITT
<br />.55.5, -no
<br />C
<br />N/A
<br />N/A
<br />Myx
<br />e'
<br />./A
<br />I' M/A
<br />6'
<br />N/A
<br />3 tr • lTOP) Y'-5' OR LESS
<br />OR ESs
<br />e'
<br />Y
<br />N/A
<br />./A
<br />6'
<br />6•
<br />6' 6'
<br />6'
<br />6'
<br />3 Imanou) I
<br />r
<br />,I/A
<br />N/A
<br />N/A
<br />6'
<br />NfA
<br />A' M/A
<br />A
<br />N/A
<br />7 RDP)
<br />e•
<br />5'
<br />N/A
<br />N/.
<br />,r
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<br />B•�.1111
<br />F
<br />a-
<br />. A T (BOTTOM) '
<br />N/A
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<br />. ,/••
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<br />a ,/.•
<br />a >/•'a
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<br />S (TOP/BOTrOM)
<br />SEE SHEETS 13 A I! FOR AICT ° TTPF A $AAEWG FOR PS•ALUTI NTO WOOD TRAM BUILDING
<br />III 'M ANCIIOIF SPACOM AND MI'AMUM EDGE DISTANCE ARE OOKATED ON 5 SCM41A.' 0R ED.:ESS
<br />Thal VDI mN SCHEDULE REDUCE ANm,OR SPAC„p W VULTIPLTNR PAC" SHO•", ON WC G),'LE BT
<br />THE FOLLOwRC FIKTOFS Fall R16 0KMIO. TO BE POSSIBLE, REEW'ED 5PACAIG Oe1NYEO USMO FA -TOP
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<br />* :. ..I.
<br />S[AL/SKNAIL$/DIE
<br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone
<br />U= 117100. ".L.
<br />20 GAGE GALVANIZED STEEL STORM PANEL.
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<br />/41_2OWT S Ms 5' I 1/4• D.L. 4*
<br />S w 7r) S-0' ANO b /.' D.C.
<br />INL EXISTING WOOD STRUCTURES
<br />MAI L NDTHs
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<br />PANE3YA7E FEMME ID OR PANEUMTC PLUS O
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<br />ALL LENGTHS UP TO W-e' M•F
<br />REOJRED
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<br />ALTE NATIYE
<br />CONDITIONS A
<br />WOOD FEE
<br />ANCHOR LOCATIONS
<br />I DIRECT mOUNjW9 INSTALLATION _
<br />NOTE S4UTIER IRAE:NS NOr $WOWS FOP fIAfi RY
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<br />�. ✓,
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<br />1. INSTALLATIONS ARE ONLY VALID BUILDINGS WITH AS.G DESIGN LOADS
<br />UP TO .55.5. -720 PSF AND PANEL'S LENGTH UP TO 8'-8'
<br />.`��
<br />?- .'' ,-,C,ENse
<br />I,.
<br />fLORIDA BUILDING CODE (High Velocity Hurricane
<br />Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />16 •..k
<br />Pmoo 'lTECO-°+c
<br />rP
<br />PINE N0. 2. W/ SPECIrIC DENSITY OF 06S OR EQUAL
<br />No. i
<br />i 20 GAGE GALVANIZED STEEL STORM PANEL
<br />DR-- IT
<br />NOTE FGR cDMrINAn0 G�S� �;
<br />= t:
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<br />COMBINED IN ANY WAY -0 SUP ANY
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<br />OR DIRECT MOUNT AMCi� ANCHOR
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<br />I* _3
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<br />DETAIL -Ls WAIL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1)
<br />SCALE. 3/16- - I -
<br />,MAXIMUM A.S.D. DESIGN PRESSURERALII .31f.) AND
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<br />MAXIMUM A.S.D.DESIGiPRESSURE RATING f) AND CORRESPOdpiNG
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<br />-}--"9•
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />I A 2 (TOP)
<br />-
<br />+55.0 -72.0
<br />9'
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<br />9'
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<br />+55A -72.0
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<br />- Y_G' TO r-6'
<br />.55.0 -72.0
<br />6'
<br />N/A N/A
<br />' N/A
<br />6'
<br />1 N/A
<br />6'
<br />N/A
<br />6'
<br />TO
<br />9'
<br /><• 9'
<br />6-
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<br />I 6' 1
<br />6'
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<br />B'-8'
<br />5CKD,_. If 2 Ili AT, FLOOR MD 1_.CST. ffIQb6 ALBDTTOMJIIN
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<br />.49.2 -61.5
<br />3' 3"
<br />4 1/2' 4 1/2'
<br />2 (BOTTOM)
<br />7--6. OR LESS
<br />.528 -560
<br />3' 3'
<br />4' 4'
<br />2 (BOTTOM)
<br />7•-6. OR LESS
<br />.550 -72.0
<br />2 1/2• 2 1/2•
<br />4 3 1/2-
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />.55,0 -72O
<br />2 1/2' 2 1/2-
<br />N/A N/A
<br />2 (BOTTOM)
<br />7'-6- TO W-0'
<br />.55-0 -72.0
<br />N/A N/A
<br />3' 3'
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<br />SPACING SCHEIULE FOR REGULAR STORM PANELS :1 � ,� INSTALLATIONS
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<br />TO CONCAtT6
<br />TO
<br />caNLRna
<br />BLOCK
<br />7O CONCRETE
<br />TO
<br />CONCRETE
<br />@L4C,t
<br />To CONCRETE
<br />TD
<br />CONCRETE
<br />I aDLxI
<br />TD CrINtlMTE
<br />I ro
<br />. LagBF7E
<br />BU.OGI
<br />To CO. I.
<br />TO
<br />CONCRETE
<br />Oat
<br />TO CONNCRETE
<br />t0
<br />I CONCRETE
<br />altWr
<br />ANY GOM6WATIoM
<br />ca
<br />Or DIEN
<br />aNc,HN
<br />tENGD. In.)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />I 6•
<br />N/A
<br />6-
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />T (TOP)
<br />S.
<br />4-
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />W
<br />I 8'
<br />6'
<br />B'
<br />N/A
<br />I N/A
<br />1 (BOTTOM)
<br />6'
<br />µ/A
<br />N/A
<br />1 N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />: bN/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />5-
<br />N/A
<br />1 5'
<br />1 N/A
<br />N/A
<br />N/A
<br />2 (BEITTOM)
<br />+55.5, -72.0
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6-
<br />N/A
<br />6'
<br />N/A
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />3 A 4 (TOP)
<br />-
<br />>7,-5- To W-8-
<br />OR. LESS
<br />._.-_
<br />_ 6-
<br />___
<br />1 4•
<br />N/A
<br />N/A
<br />�_ -
<br />6-
<br />I 6-
<br />6'
<br />6'
<br />6.
<br />6•
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />6'
<br />N/A
<br />MIA N/A
<br />hJA r,/A
<br />'- 5 1/♦'
<br />6.
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />I N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />e"-�
<br />4'
<br />6'
<br />, e'
<br />6' 6`
<br />1 6 I/ -- 6 ;4'
<br />6'
<br />i 6-
<br />}-
<br />d N//AA
<br />A & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />17 1/2'
<br />6 1/4-
<br />6 1/4•
<br />1 6 1/4-
<br />N/A I N/A
<br />5 (TOP/BOTTOM)
<br />+50.0, -53.3
<br />N/A
<br />N/A
<br />1 12 . , 1/4"
<br />12 /2-
<br />1 6 1/4-
<br />6 I/4' 6 1/4
<br />6 114'
<br />! 6 1/4-
<br />N/A N/n
<br />6 (TOP/BOTTOM)
<br />8'-B' TO ll•-2-
<br />>55.0. -72.0
<br />N/A
<br />N/A
<br />6 1/r;iA
<br />64• 1/4-
<br />N/A
<br />6 1/4' -' 6 1/4-
<br />6 I/A- 1 E I/4'
<br />N/A
<br />1 MIA
<br />6 (TOP/BOTTOM)
<br />8'-8" TO 11'-2'
<br />+43.8, -+18.D
<br />N/A
<br />1 N/A
<br />N/A '.JAI
<br />-T .
<br />N/A N/A
<br />�_
<br />N/A
<br />N/A
<br />N/A N/A
<br />6 '/4 6 1/4'
<br />6 1/4'
<br />6 1/4-
<br />S. 9• TO (TOP)
<br />8'
<br />-
<br />4`
<br />_._.._
<br />N/A
<br />N/A
<br />.._N.-
<br />NfA 1 N/A
<br />-1-
<br />...._,_}-___
<br />B-
<br />6'
<br />_- __
<br />6 7/4` d 1/4"
<br />_
<br />8 (60TT0M)
<br />OR LESS
<br />6'
<br />4'
<br />N/A N/A
<br />N/A
<br />N/A
<br />N/A NN/�A
<br />6'
<br />6-
<br />•_
<br />6 1/4' L •/4-
<br />6 1/4'
<br />9 (BOTTOM)
<br />12'-A' OR LESS
<br />N/A i
<br />N/A
<br />N/A N/A
<br />N/A
<br />N/A
<br />''I
<br />N/A I (i/A
<br />6 1/4•
<br />6 1/4'
<br />10 (BOTTOM)
<br />SEE SHEETS 10, 11 AND 12 FOR ANHHORS TYPE a SPICING FOR INSTALLATIONS INTO WOOD FRAME DUILom
<br />WNAUN ANCHOR SPACINGS AAA: WN,MUM EDGE DSTANU ARE INDICATED ON THIS SCHEDULE MR CO. LESS
<br />THAN TMOrAIED ON SCHEDULE REDUCE ANCHOR SPACRTC• BY MULTIPLVUD SPACING SHOWN ON SCHEDULE B,
<br />THE 1OLLUWNG FACTFOR THIS OPERATION r4 BE POSSIBLE. R€DUCEC SPICNG OBTAINED USWC rACTOR
<br />SHA(.L NOT- BE (LESS THAN WNUUM SPALANG INDICA70 MR EACH ANCHOR TYPE .1 ANCHORS LEOENO.
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<br />20 GAGE GALVANIZED STEEL STORY PANEL
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<br />01
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<br />INSTALLATION DETAIL FOR REGULAR PANELS 1_&__1_4
<br />INTO EXISTING WOOD STRUCTURES
<br />1
<br />�r,4-10 PANEl1MTE PLUS i,4-10 PMIEL"I PLUS I i1A-TO PANELMATE PLUS
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<br />1
<br />TITH R T
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<br />.RA QN 1G n0 D HR THREADED PENETRATION REARED PENE1'RA WQOn H A:,_L ENDED PENEIR/•ODIL •0
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<br />EXISTING YNDOD HEADER !"- I EXISTING WDDO HEADER REWRE'D - � CxISTNC WOOD HEA.^.ER
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<br />I/.1-}4>I' SS ( (SEE N(11E I) r/.'. 1pA 1' S5 is
<br />NOT. 1, ! 1/.•,TON,-SIL 1 (SEE NOTE 1)
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<br />1.CAMR );no e. l e 7 T/7` O c I 1 ACC ,wL
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<br />rO. I>.I' 6 V4. DC E° > �-N- EO - �FL_- 1 1
<br />ED ._-. _ 1 U x `T-- -s I CO ! - . e IJG SCREWS
<br />2'.4' WOOD PUTS 2'-4' WOOD PATE - T.4 ": PLATE -! _ WIT. THREADED
<br />REWIRED r a -ILA FANEL'MATE PLUS REQUIRED 11 RECJ.., �-I ! PENETRATION AT
<br />7 6 DE EN W/ , 0 I G.Nt. 410,YgTH OF PLATE
<br />.,3 WIT PENETRATION 6 1/4•. � SCREWS e
<br />MID YLDM OF f4A1E E' D.C. STAGGERED W/
<br />1 STUD W , 1/2- Wk
<br />DIRECT MOUNTING INSTALLATION THREADED . OF PLATE i
<br />''III' Al ufOWDTH GF PLATE �
<br />ALIC ,LYE A DIRECT MOUNI_j WALL MOUNTING INSTALLATION DIRLCT_MOUNT / WALE MOUNTING INSTALLATION
<br />"-E ',F." AL?ERNA7IVE 9W �jERNATiVE 10W
<br />SCALF 3/8-I• SCALE 3/5-1-
<br />NOTE :
<br />1. INSTALLATIONS FOR ALTERNATIVES SW. 9W A TOW ONLY VALID FOR
<br />tl,llll 10#11",,
<br />BUILDINGS WITH AS.D DESIGN LOADS VP 10 +416. -0.0 P."I AND
<br />•-4'
<br />p,tAt
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<br />* P / T M
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<br />ANEL'E LENGTH FRAME
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<br />PINE NO. 2, W/ SPECIFIC DENSm or 0 55 Oa EOU.4-
<br />�- P�';••'• GEMS
<br />a �: F
<br />FLORIDA BUILDING CODE (High VelocityHurricane Zone
<br />NOTE FOR CQYBENATit]N OF SFCTION<
<br />= No. 41 1..* a
<br />: n�' - L 20 GAGE GALVANIZED STEEL STORM PANEL
<br />o -eF
<br />TOP A BOTTOM Itq N-QGS CAN BE
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<br />COMBINED IN ANY WAY TO SET ANY
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<br />WALLED A -ALP N+.. P.[ m „_„+ ,
<br />D.AWYrp An
<br />om 11 OF to
<br />_
<br />INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />V.,. U i - • b' °` N' INTO EXISTING WOOD STRUCTURES
<br />II T tlx MP. 1KQGTO HEADER
<br />iD pT!S7.Y• w(K,G INE.pER
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<br />I STDa1"/` °` � ALTERNATIVE 1 ALTERNATIVE
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<br />2'14' PLArT
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<br />I RE041RE0 -' READER 'EME'NRATCN OR
<br />' in,
<br />1 ., .5/e• LmNO 6RA55 BUS'" w/
<br />".-:_;; OAA£UMR FF)MLED0 op ALTERNATIVE WOOD FRAME CON DITION5_&_ANCHOR LOCATIONS
<br />PAMA'LMMTE P,SNS IF e' Oc IF/ 1 1/7• -
<br />"SAO D PEN(TMTIWU TO CUST.4 WOOD SCALE 3/A- . 1
<br />PLATE NOTE SH m" FRACAS NCI .KTW`1 10R VLAATT'r
<br />WALL MOUNTING INSTALLATION "I'lp T.NAL,%
<br />ALTERNATIVE 1 W 'A -` "•. T✓9
<br />scrLE. 3/e• _ , `_� :. \CENSIC s
<br />NO
<br />I 7
<br />FLORIDA BUILDING CODE (High Yelocity HurrIcon*
<br />Zone
<br />a i
<br />a1O7a TFL CO. •Y.
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />rP
<br />OAAM, .,
<br />'
<br />SmIFi z it i
<br />� STi
<br />E QT -.- /' W =
<br />I-
<br />e7'Velo
<br />DATE
<br />I INSTNyAT04S ARE C 1 VIVA FOR BUILDINGS WITH AS O. DESIGN LOA. S IA TO •O''
<br />455.5. -7z.o RM AND PANEL'S LENGTH tm TO e'-e•. S�90F. F(
<br />R(0 E - '-'- ,
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<br />�' /I► � GLOBAL PROTECTION PRODUCTS, I.I.C.
<br />2 FOR NEW AWD FRAME COWSTRUC- ' WOOD MEMBERS IC BE SOUTHERN
<br />P" N.. 2, W/ SPECIFIC DENSITY M 0.55 DR EQUAL I FsSi6
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<br />TESTING a rNAIMECR,NO COMPANY
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<br />SHEET NO.
<br />SH 1.1
<br />
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