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<br />SPNl (Ft) + iU9E NLWON •''
<br />a 4'xl 4� 0000
<br />UP TO +aSA� 1„ -5#,t PRE�iE AA7tNG
<br />wF.
<br />Noma PULL 0Tt iYN ALSd aE RtStA 1EyTa gyld STORM PANELS ON top
<br />OR t�TTOM THAT n 6 i, itTEa AT top OR adTTOM OF .
<br />(ONE PAND, W00* W/ 1778E TOP d BOTIONj
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<br />YlaL"l�t#�
<br />I15TALLK'T1ON .» ALTERINAm.. �W
<br />scA4e Or . I.
<br />1. INSTALLATIONS ARE ONLY VALID FOR SUOINCS WITH A.S.D. DESIGN LOADS
<br />UP TO +56.5, -72.0 pp�s.1: AND PANEL'S LENGTH UP TO 8`-8
<br />L FOR NR WOM MWE CONSTf?UCTl()N! WOOD MUKAS M BE SOUTHERN
<br />PILL NO. 2. W/ SPECIFIC DENSITY OF 0:55 GAT EQUAL
<br />NGS CAN BE
<br />TO SUIT ANY
<br />CdAAE^ 'IC AItu ON DOIItaANp1IXtS
<br />*w �SCH� I d - OM
<br />OW x
<br />W
<br />UP TO +aSA� 1„ -5#,t PRE�iE AA7tNG
<br />wF.
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<br />OR t�TTOM THAT n 6 i, itTEa AT top OR adTTOM OF .
<br />(ONE PAND, W00* W/ 1778E TOP d BOTIONj
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<br />YlaL"l�t#�
<br />I15TALLK'T1ON .» ALTERINAm.. �W
<br />scA4e Or . I.
<br />1. INSTALLATIONS ARE ONLY VALID FOR SUOINCS WITH A.S.D. DESIGN LOADS
<br />UP TO +56.5, -72.0 pp�s.1: AND PANEL'S LENGTH UP TO 8`-8
<br />L FOR NR WOM MWE CONSTf?UCTl()N! WOOD MUKAS M BE SOUTHERN
<br />PILL NO. 2. W/ SPECIFIC DENSITY OF 0:55 GAT EQUAL
<br />NGS CAN BE
<br />TO SUIT ANY
<br />CdAAE^ 'IC AItu ON DOIItaANp1IXtS
<br />*w �SCH� I d - OM
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<br />SFEEC s) �Efi
<br />14)
<br />ALL MIN. INStALLATION MALL ANb FLOOR k1QUi� iNS1ALLATION
<br />r
<br />SECTION 3 SCAm sIB" . I` SECTION 2 s/B• I"
<br />AtC1TSS `� (�� c.cesy 2Md5k1! (tFt-.+ N?rr I ek420N
<br />1. UFE SAFETY STORM PANEL CAN IE 1,0WW AS AN ENO PANEL (FIRST OR LASE PANEL)
<br />OR AS AN MTERIOR PANEL (ANY PANEL. LOCATION IN BETWEEN ENO PANEL$).
<br />LIFE SAFEI'F PAN45 NYO' 0R NAY NOT 8E RIs7AU-EO ADJACENT TO REGULAR PANELS
<br />(W'J OR W)O REG4AAR: TRACKS.}
<br />z LR'E SAFET'P PANEL S% fK O.OW GALVANIZED STEEL ' STORM PANEL A5'.
<br />PER COXONENI . SHEETS BE Dit+iWAIO.
<br />t15ELF TO BE tkOAOVED 4R INbt'ALLPO FROM THE MTSIOE OF
<br />STRUCTURE.
<br />3• � CW,PON t I S TO � TO C1 ONEHF )dl BOTTOM TRACK TO
<br />OW40M
<br />a
<br />C2ORDENPONENTVFf ASS WELL AS DIS
<br />ET LS I & I OR MOUNTON SkEET ED ItiIOW NO SECTIONS 7 1k
<br />c �0>EN
<br />4. W. LDIIS+M FOR CDMPDNw G) IS 151,
<br />- No, ANCHOR SPACING FOR COMPONENT Q)ANCK ORAGE AT BOTTOM IS OMEN ON
<br />=
<br />SCHEDULES & 2, SKEET Y4,
<br />COMPONENT MAY BE PERMANENT 00 REMOVABLE
<br />=,#
<br />6, SEE OEWA S FOR 0k5'FAUATTON INTO WOOD FRAME RUILOMS ON SHEET 15..
<br />S SEE SHEET 4 FOR DETNL APPLICABLE TO THE NWMSOY FOR THE INSTALLATION OF
<br />SPACERS AT TRACKS INSTALLED AAMCENT AND BEYOND TO STVCCO//WOOO GANGS.
<br />N1Ai Nn
<br />E
<br />COILING; 6F FLOOR M GLINTINGWALL A; FLOOR NDUNTiNO
<br />A+I TION - A'TE !TIVE +w INVALldliM - ALMIN& LR' SW
<br />(5ECTTCN AT LAP 7S 11MTlElt TO +55,5--07.0 MAX.�& A(. - SC t/e - i'.
<br />A.S.D. N T fPRE RATING)
<br />SCAMa?Ar euao:Nca
<br />- /�NaieTH�W•pNxm-
<br />MO
<br />FLOOR lIOUNfING
<br />iNSTALLAYION - !{�CI'WN 4AW
<br />R Omawm
<br />aECdMi Y1NY1N18
<br />2/44 W4 3/4 . 4/4 A
<br />2 & 1W/iS F-1!1, 21h
<br />LfM/4, 2/4 2A14, 3/4 W 4/4 L*1. i,& 4W/iS 1-0►1> � a V#115
<br />_i Oil SAFM PANEL
<br />AOEA W E O UK SAFETT PANELS c
<br />'» •.-»,...._.-... S.a. atAR PANE ",Af OR .-_"•--- 4+"" .:'yW -(pEE NOTE taEI.OW}
<br />WfO REaIAAAt T[3ACH5 (SEE NOTE t '"•""•+•�""�'.�':..
<br />EiEEOW) : LAST PANEL TO Fhp7TA1E Il61�a
<br />wMTA9ir4TM.AD.RANAVAdsSI
<br />IEfN.t.
<br />!F dad RDEN
<br />PANEL i 1) OF ""lux%! OR RFkfB.'ES FA'011 Ilr�4E
<br />ELUMION
<br />SCALE .3 +t`
<br />iAps eM 0"�7l4"Ym.
<br />ffi -
<br />1 t,LT aRFRAR PAras, $ tETAWO%LOwttCN
<br />9tE Ndla ,l �ErAms.
<br />SECTION
<br />scut s`:
<br />"Ximu1( S.IL DESIGN PREswa
<br />!rl>91mum 4E�,,
<br />SPONVING;
<br />(YAMD MY F'IH, Aa PDX IAMB AS PER.%aGTN7N5 t mw YO, ON 4. A a 5)
<br />' / = NS. • WNW At OIOOAP it Nip, OF PANEL - mDu, w , sti-m.,-
<br />S GANG tt�.l�. EQR RESti� eM� 'Srr3R3rt PANELS (1) INf �
<br />INIQ E7fiS? +3 Shii IE dC CQNCRETE ,BLOCK UCTUR€�
<br />-(v A ONLY FNi PANELS Wt. r i� RMA(!%)tIQ)7a A$ m SfX'4+ i6 m 1' Imau 7, Dm smos 4 & 'aj.PrAssm
<br />ii1QNS
<br />To
<br />'•'
<br />F7ORIDA BUILDiPWG CODE (if ' Velocity Hu
<br />cone Zone
<br />z No. 4167 ?
<br />emxa,LTEM*K.
<br />rAm
<br />2D GAGf QUANREO STEEL STOW PANEL.
<br />Ts
<br />&i
<br />""+'/"R""p"�`�`"'" GLOBAL PROTECTION PROwictS. �
<br />C Q
<br />F. F11C. 4M $R. St StRW
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<br />DEiGH TAPOWE tf VP-cpP - tN,tJi-N MN6tYgE F9.v.E q PANHWi6 A.UB 50. I� YA%NNY XM$7.
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<br />N/A NIA _i2 ,j2' a i/4" 1E iIx' a ,fb' R 7J4' a ,14` - e ,f&• a T/4" $ OaPINNtaA)..
<br />aT.S SLEEYf1 TO it 11 MR ANd+l�a TSPE fk SP/L..i 1'CR a1aT,N.iA]ka4S .00 R'O90 RDMODW
<br />NNFIW ATIGF(t1+.�AORNta AND ,FOOL 01S77NOC ANE INOICATEV n15 FOR [A itSS :
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<br />1, TNSTAt1ATI0tVS ARE ONLY YAUD FOR BUTt,dNGS WiTN A-5.i2. DE3IGET LDADS
<br />UP TO +55.5, -720 PSF` AND PAN}2.'S LFNG7N lt#€ 70 8'-8"
<br />2. FOR NEW WOOD FRAME CONSiRUCT1pN::WOOD M£:11�RS TORE SOUTHERN
<br />- PK•!E NO. 2. Yl/ SPECIFIC D€TFSYIY OF 055 OR EQUAL
<br />BE
<br />ANY
<br />Iu11�►wttl�t=
<br />aT.S SLEEYf1 TO it 11 MR ANd+l�a TSPE fk SP/L..i 1'CR a1aT,N.iA]ka4S .00 R'O90 RDMODW
<br />NNFIW ATIGF(t1+.�AORNta AND ,FOOL 01S77NOC ANE INOICATEV n15 FOR [A itSS :
<br />YPiW Ya0wt5A ON 9g7EW1E ANNNR 5Ar0.,0Ee IR.,,7ML%YaT 4,+AGNO SNObN'pe ARISGWE 9t
<br />31�NIttt N�MM W 1.�€II� ANtFeUm. F`��.
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<br />1, TNSTAt1ATI0tVS ARE ONLY YAUD FOR BUTt,dNGS WiTN A-5.i2. DE3IGET LDADS
<br />UP TO +55.5, -720 PSF` AND PAN}2.'S LFNG7N lt#€ 70 8'-8"
<br />2. FOR NEW WOOD FRAME CONSiRUCT1pN::WOOD M£:11�RS TORE SOUTHERN
<br />- PK•!E NO. 2. Yl/ SPECIFIC D€TFSYIY OF 055 OR EQUAL
<br />BE
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<br />Iu11�►wttl�t=
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<br />1, TNSTAt1ATI0tVS ARE ONLY YAUD FOR BUTt,dNGS WiTN A-5.i2. DE3IGET LDADS
<br />UP TO +55.5, -720 PSF` AND PAN}2.'S LFNG7N lt#€ 70 8'-8"
<br />2. FOR NEW WOOD FRAME CONSiRUCT1pN::WOOD M£:11�RS TORE SOUTHERN
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<br />1, INSTAUAT4DN5 FOR ALTERNATNES 8W. BW -& IOW ONLY VAUD FOR
<br />BAIVIN0S WITH A.S.CL DESIGN LOADS UP TO +43.8• -'A8;O pe,L AND
<br />PANEL'S Lmm UP TD 12'�-r
<br />2. FOR NEW WOOD FRAME CONSTRUMM WOOD MEMBERS TO BE SOUTHERN
<br />WNE NO. 2, W/ SPECIFIC DENSDY OF 0,53 OR EQUAL.
<br />L(ii7�E BOTTOM
<br />TTRI MO N II OF SA
<br />TOP k BpITDM MOUNTINGS CAN BE
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