|
on Emenma r,,x r
<br />ON WALL AND FLOOR MOUNTING ANSTALLATION FOR NMI'
<br />r'eS ckek __------�--a. JELff PANELS ' r
<br />16 ,
<br />x + +r 1Ew �OLTa
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<br />peon sw. rn strttt
<br />• M0 BE fffiL 0 vp D PANELS FM
<br />1OP tAt1E LLtON Y:W At50 ALI#II_W
<br />OR B01T01.f'sD 1#tAT fi IS LOCXIEDlA7 TOP M tlOtTOM OPF1tIArii. Fa �:. \ n yr A.NG .a1r, ft rm uvwm N
<br />torte PAra oatoANa M! 1veE tar t BOTToW afOsxt. (asF}efM-Tw.e. erne ps�w-errs
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<br />�,{�"tfihN +'" a1LtERNA7fVrf tW
<br />9ON,M 1/4'': 1'
<br />1. iNVA UATtON$ ARE ONLY VAILID FOR BUILDINGS WTTH .A S.D. DESIGN LOADS
<br />UP TO +55,5, -72.0 P.04. AND PANEL'S LENGTH UP TO
<br />2. FOR NEW WOW FRAME CDNSMICTION: WOOD MEMBERS 10 BE SOtATHF:Tit•1
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR Et{3AL..
<br />TOP -&"'BOTTOM, MOUNtINOS-!cm HE
<br />COMBINED IN ANY TO SUrTANY
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<br />11
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<br />SCALE, us- . 1" � � E' Us' ': i-•
<br />-
<br />WDTES ON us earl-w rennu IrL4TAL 1'N9N
<br />L WE SAFETY STORM PANEL. CAN 6E t.0090 AS AN END PANEL (SW OR LAW PANEL)
<br />)
<br />LIFE WYETY' PANELS ANY OR MAY W K ALLED 'T0 NEB P005-
<br />(W/ OR W/O REGULAR TRACNS.) -
<br />A W SAFETY PANEL CONSISTS OF MOW QWVAWW STEEL SIiiDNM PANEL AS
<br />PER 00MPO 9taFE'F 2 Ot ORAWINB.
<br />To$ I, R9ELF TO BE 1?EMi7VE0 0R INSiA414, FROM THE MISME OF
<br />3. BE sAFEYY AS SHiET 2T OF t 7a EM Q) 4 8O1TOM 'ROif2t TO
<br />IMM
<br />piFurx�
<br />Ir„ TIC
<br />COME BE INSTALLED WALL ON FLOOR t F'OLL.OWIND SEA 1 a
<br />2 GN 11ds As WELL AS DUANS 1 t 2 ON W41T 14.
<br />EN;
<br />4- " LEWtFTN FOR LIOMPOnENT � TS".
<br />s �.
<br />.Mat. ANCHOR s%V NG FOR C, CANCACRAGE AT Wftm a 060 4W
<br />x
<br />$CNEDULES' ,k 2. SNEEY`' S+L
<br />'COWPWRNi �wAAY tNr Pgt1MNENY OR REMfWARLE
<br />s * :F
<br />1. SEE IFETM3 FOR tAW4LATWN MTO WOOD FRWE BLALDINGS ON SHEET 15.
<br />0
<br />5
<br />AT TRACKS U,L4TALLFD- ADJACENT AND BEYOND TO S1LN:CQ/WOO.BAFti15OF
<br />Nh s'
<br />SPACERS
<br />Hit
<br />cam & A I m mownwin WALL ar 11f0UNTrAiEE
<br />DW A� ALTEQtEdTFYtE 1W jWAUA tNN ,•• AL.TF7lNATW W
<br />(S amm AT 10 is UNITED 1t) +s". 67.0 WAX, SGtte 1/4' « t`
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<br />W/0 REGrAIR 7wA^d`ts
<br />SECTION 8-8
<br />'SCALE: ,S/ 2W-Y`
<br />�ttdYjM " Eit LIM= W, MasmiLt
<br />ems•••• DW.Y Tm 616 iY,WIt7tVS As PER 65C4IDNS 1 TIM 1ai_.a" Stl:fiS w. ! s 0 _
<br />` W41Fu 1!/ t/4b-20W S$ M& t 'WOW A< WOW A IMMIKI t W WJ96
<br />SItM
<br />ME !&w FOR REGULAR .� PANELS "�."INU
<br />jd?O IOtISTING f:DNG,�'ETE A Gt�Fi�RiTE B STRUMBES
<br />'WEI aty FOR pswa)a 2AVA"MiS As PFN s noft i Ttaat 7, om wtmm w a 5}
<br />MS
<br />MOVE
<br />Na. 4157
<br />Erb
<br />FLORIDA FIG CODE !0 h Ya u
<br />BiRLD) Iaa1 N .Meant
<br />a 1Eb0. !F&k
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<br />20 OAOE GALVANIZED 5iM STORM PANUs
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<br />Y'. INSTALLATIONS ,ARE :ONLY VAUD FOR BIALDINCS WYTN A:S.D: DESIGN LOADS
<br />UP TO +S$.5..-7ZO PSF ARID. PANM'S LENGTH UP 10 B'-@'.
<br />2. FOR NEW WOW FTWME CONSTRUCTION: WOOD M�£ 98M TO BE SOtITMN
<br />PINE NO.. 2. W/ , ctne DENSITY OF 055 OR EQUAL
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<br />8'
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<br />+58A -72.0
<br />9'
<br />7 1/2'
<br />9'
<br />8`
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<br />A.5A DESIGN � PR RUNG (R&A,AET AND %P.4AL� MMMUM
<br />FOR REGULAR qM PA INITALWONS
<br />INTO EXMrNr: CONCRETE CONCRETE QK SMUCTURES
<br />{vAtm ONLY TDR PANEl5Ca QBi?1TALLASIONS AS PER SFmm Y rm 10, ON SF.ETS-A„ d a.8j
<br />ANCHOR
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