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Suspension Systems for <br /> 405 Acoustical Lay-in Ceilinms <br /> is..D0Qpmpro•pi,p BEEN <br /> 'EROVED BYTH BUILDING 1 i. ...•-•;.: • <br /> • <br /> DEPARTMENT . <br /> • - . <br /> • <br /> • - <br /> i 1 <br /> . ...iiiti.3.1- _._., .. ,..... <br /> • • :• -... • 11111 .,......--......._"itoilititomio. :....- 1,,, 11. <br /> ::... .....:••..,.., ., 1-1. ..... ....... <br /> • i•...:. 1%. .. .. -0101 --- <br /> : .pir"..:•-•"'";--"_., .::•'!"%., 04,,,_'.-7,....., <br /> 0 , -.'''::-••-,::....:.,,,- •:<.-;::.*:::'-:.-:.1Y,-P°770404- 64::::: .---;------;.:;43114169'.• <--41,7,40.: <br /> . 'Ill .. .::.:::-:.:.i::.: .::•.e.::::.,.;.:;::: ::.t'..:.:.. ...-:i'.:••'•- <br /> ' : . . • • <br /> . .• <br /> ... ___....„..- <br /> . <br /> for official use only • •• ii <br /> - - • - . <br /> , - . • <br /> .400.015t;PAil.f.dqg,Pei.z.v.006 - .:!....:,..... •••• . ' <br /> '':•''.-;•,•-•*:;;.•'::i'i ,-• •,•••••••-• .•, ..:••••s. •' <br /> g,VO.PiAktht411010.1j..0; :iii.$.7': .•..'•••• <br /> • <br /> ':*•", , —•'' ' ''' '--- General Recommendations <br /> .:.. • . <br /> 4::*.Y.g.t."01W:r.Ot'-: 61,1dtiOar laS,..'1.1:. - <br /> • Referenced sources per hierarchy:2003 IBC(International Building Code), <br /> Incorporation of this cfciquimerit. American Society of Testing Materials(ASTM C 635,ASTM C 636), <br /> American Society of Civil Engineers(ASCE 7-02)and Ceilings and Interior• <br /> fide vaifiO:r.ONforrii.81dridk-ii•-ea:e.-. "::' Systems Construction Association•(CISCA). <br /> 0.(1.:40d.,;48Peclitg,This document-. . - Partitions that are tied to the ceiling and all partitions greater than 6 feet in <br /> 'zi...-v''..e.i 'd..:-?:.;.:•..':,•... 1* ' :•-::. •-i-Y.......-: height shall be laterally braced to the structure. Bracing shall be indepen- <br /> ':.:e : 4: e.Wi--tiplif=i!thvirit6rif d:f: • - "- dent of the ceiling splay bracing system. Source IBC section 1621.1.2 <br /> .!: &....:1;,i:*.':),:'.‘,::1.1:.s....,'.,......;,.• .:...,2.:•,..:::,".::•;:',:.-.:• : <br /> rIall(560.0.011016g:•09c*(I00),*-0.;.i.:.- For further information on bracing of non-load bearing partitions refer to <br /> Wi?.4::,S.:.:-•,•:‘,..f.: :„ ••• ,:.: `•:.••';':1::•,..:- :,',- '' %. NWCB technical document#201. <br /> CNilient8-0:.seihild. :• ,.... . <br /> ;;1..;!.il',:'.:•.;•'i,• -,.ii.::':::::ii.1..: .,...::.... -----• ;i":,-...., • All main beams are to be Heavy Duty(HD).Source ASCE 7-02 item 9.6262 2a <br /> Adg60 Offb t.:.:stiOthrld6.066111 ......" <br /> All cross tees shall be capable of carrying the design load without exceed- <br /> iii;W::;:::'.4.:1:.:A.‘-,•,:;.::,:,-..J..-•,,;,..:•:;::,::,::.;• , <br /> tettogti...0.06.4••.tipp:ci:.0($..f?y,!- ing deflection equal to 1/360 of its span.Source CISCA zones 3-4 <br /> i',..,:,:l..s..':';:....•;."..4.";•N ,-• • '.....n. 'i• .2 •-•..:;..' .,..- • <br /> M ° These recommendations are intended <br /> i.. PUPI3I9);00-,12Yd001•00,W• - •:.: <br /> for suspended ceilings including grid, <br /> eriirdtit;-66.di:1000p.system'• -• • . panel or tile, light fixtures and air terminals <br /> . • weighing no more the 4 lbs. per square <br /> .1'..06.ii."061,poie:trlp if: opirom.oyits for.;.. foot.Source ASCE 7-02 item 9.62.6.1 <br /> .:.;:'.1::.::;'.•:,: :..,,,..,:.:.;.::•,:•"i....:.:::,.:...,!..,..2..."/:: s'.,•. 1 -1' <br /> ,1‘2) <br /> 6-M10.'04t04.014$1flaCOA. :ni:.: maximum 3' (I_ <br /> (76mm) I) a All wire ties are to be three tight turns <br /> :;...;'•,•."'(..'.4.:..":•1•.:•'.:-... :,'•:•:-.••...:'f.i.'..::'•.'--- *:':';'-isti.f:: ....- (-0 around itself within three inches.Twelve <br /> MAO itt.:).:MatfoffabtqfotiN.f.:,i: s ,:f, + 4,, . <br /> _.: ,.:,,::-.,,,.,:•4';'•.:;..:-;;;:„;;;.,:•-:3•;:.:i..r.-,If.;::,,r4,4;,..;.:•;.:,•::., <br /> . -L. (figure 1) Source ASTM C 636 Item 2gage Hanger wire spaced 4 foot on center <br /> . 3.4 <br /> R041:1**!.011114:1,6*ttliOw.V.a .:•.;:. _ <br /> r -. .m.?,'. ::?no:,.,..,;4---;'.s:0•;,: :, ,•;i...-7 . Changes in ceiling planes will require • 4 )6 <br /> ,:,;„:.,:,:„....„:,....;,....,..,„„,....:........„:„. .....„...„.„..... <br /> ,,,,_„.,„:„:„..,..„....%.,....„:„....,,..„.,,.:::,.:„....,.. :.,,,..•.. positive bracing. . <br /> ki--4-i.::'•::-:-;.:,',. •..i•:t.:.;.-:.:•-•-..i.,..:.:::•.:•,.......,..... . .figure 1 • Source ASCE 7-62 Section 9.6.2.6.2.2.i item f. <br />