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<br />
<br />(EMSC30--- , ~. - 41-9 EMSC 30515T 8 DC 4 truss)
<br />Top chord 2x10 SP 2400f-2.0E :T2, T3 2x10 SP SSe
<br />Bot chord 2xB SP 2400f-2,OE :B2 2xB SP SSe
<br />Webs 2x4 SP #2 :W3, W6 2x6 SP #1:
<br />:Lt Wedge 2x8 SP #1::Rt Wedge 2x8 SP #1:
<br />
<br />SEE CLEARY BUILDING CORP. DRAWINGS FOR BEARING ATTACHMENT
<br />AND BOTTOM CHORD BRACING DETAILS, THIS DESIGN APPLIES TO
<br />BOTH OPEN WALL AND ENCLOSED WALL BUILDINGS.
<br />
<br />CAMBER TRUSS 0,75" AT CENTERLI NE
<br />
<br />Trusses to be spaced at 96.0" DC maximum.
<br />
<br />IN LIEU OF RIGID SHEATHING USE PURLlNS TO BRACE TC @ 24" DC,
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<br /> 4X7'0
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<br />1
<br /> T 4X5(R) III B2
<br /> K1216'" SS0612'"
<br /> 6X8 (R) III
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<br />6X8(R) III
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<br />7-1-8
<br />8-7-0
<br />
<br />6-8-8 I
<br />8-2-8
<br />20-10-8
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<br />7-0-B
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<br />Ro6549 Wo5,5"
<br />
<br />41-9-0 Over 2 Supports
<br />
<br />PLT TYP K,18 Gau e HS,WAVE
<br />
<br />Design Crit: TPI-2002(STD)
<br />C /RTol.DO(1,00)/10(0)
<br />
<br />..WAJtlIIll'lG.. T~\lSS(S Il(Q<Hf(E (>(fRE"'E CAllE ,.. n.(\lllo.TlOl>', liMNING, SIHPPHiC,. '"$l'I\I-UNG Al'!{) DIl^
<br />.,(FER 10 SCSI {a'HU'!!YC ~ON('H 5AHlV INfOlll,MTI{)N). f'\)BL1Sl/{O lJ.Y TPI (H1USS PLME 'IOSTJTUH
<br />1I(;Il1" lH STflEfl. $!lIlE l'~. I\.lEXMORIA. VA. n31<> AND ..reA (\JOO() 1f1\JSS COOI-ICIl OF MIl'IlICA.
<br />O<T€PP'HSE LAAC lMDISOI'!. "I ~371'.n filii SAnTY "MCTlel'S ""lOR TO P€PfORlllINl,; THESE fUNCTIONS. NUSS
<br />OTHEIlWISE tliOH:ATED TOP DfOIW SllALL W.VE PflOPOltv ATI/>CHEn STl>lJGTUlMl PMlELS MID BOTTOM OIOl>O SMll HAilE
<br />A H1:OPElllYAHAUIE(lRtCIDCElUNG.
<br />
<br />
<br />ITW Building Compone-nu Group, Int;.
<br />E<lrth City M06)045
<br />WI coA #2902-011
<br />
<br />..I.PORTANT'.,Wll<'Slt A covr D' nns OESIlOti 10 HIE INS1A.llAflOH conmAcHHl tl\O BVlllllHG COI.lPONEHTS
<br />GROUP. tNC. SHAll NOT BE REsPONSIBLE fOIl AWl Dt\ltAfHl>! H!(.OIT\HS DESIGN, A1f"I 'MUIRf TO BUilD TH[ TRUSS
<br />III (U.FOlaIAHCE'IIIll<1"Pl; 00 FABRtCATlN(;. HAIlOLING. SHIPPING. tllSTAlOHG& lIRAClNGDl'TlIUSSES
<br />OESlGoI'l CONfORl.lS wnH API>I.-ICMU PfIOVISIONS OF liDS (NATlotlAL DEStQ! SPEC BY AHP1l) AND 11'1. AlPtNE
<br />CO'!NEClOR PlATES IIR( \lADE Of W/11\/16GA ,"."/SS/K) A!'>T"A653 GI'lIU)[ 'D/1){1 (W, 'Utl.55) GALli. SlEH. APPU
<br />PLATts TO (ACH .-ACE O. TRliSS AND, UNLESS 011101fl1St lQCI\Hl) OI'! TIllS NSl&>. POSlTfOf> PCl>; Ofl.A'IIflo("S thOA_I,
<br />MV 'NS?ECTl<mOf PLAHSH'lLOW(OBV (;, SHALlB(i'UlANli(XA3 Of TPlt.ZOOZ $(C.::<. A SEAL ONTI\l$
<br />OItAWlNC lNOlCATES Moen"IANcE Of PROH$SIONAI.. El'I4l"HllfNG REsPONStBllt1Y SOUlV fOf! lIIE Tf1IJSS C~'H
<br />OESIGN SJiO'lll>l. we S\l11ADll.!TV AND us, Of lHIS ~{fiPQNEP<f fOIl ANY BlIllOI..(; IS 1>it: RfSPOOSIl.IlllTY Of TIll:
<br />B\I'lo'm;;OE.,.'''NO.t>/:R....StnPI 1 SEe.?,
<br />
<br />THIS OW(; PREPARED fROM COMPUTER INPUT (LOADS (. DIMENSIONS) SUBMJITED BY TRUSS MFR
<br />
<br />13
<br />
<br />~ 4 6X8~
<br />
<br />4X5 (R) Iii
<br />
<br />550612'"
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<br />6-8-8 _1_
<br />8-2-8 -.-
<br />20-10-8
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<br />KAMPMANN :
<br />33119-006 .
<br />S .. MILlSTADT, .:,I!:
<br />~ 110' IL .J";"
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<br />Ro6549 W=5.5"
<br />
<br />WI/-/l/-/-/R/-
<br />TC LL 30,0 PSF
<br />TC DL 4,0 PSF
<br />BC DL 5,0 PSF
<br />BC LL 0,0 PSF
<br />~~
<br />TOT,LD, 39,0 PSF
<br />OUR , FAC , 1,15
<br />SPACING 96,0"
<br />
<br />REF
<br />DATE
<br />
<br />8- -8
<br />
<br />1JO
<br />
<br />Scale
<br />
<br />.175"/h.
<br />R7054- 26514
<br />___.,__ _' _, n' '_.
<br />01/19/09
<br />
<br />DRW MOUSR7054 09019067
<br />
<br />MO-ENG DJR/FK
<br />
<br />FROM KPB
<br />JREF- lTOD7054Z01
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<br />TRUSS CHECK
<br />(CHECK BOX AND INflW.)
<br />[} TRUSS SIZE ...MfL
<br />[} ROOF PITCH ...MfL
<br />[} BAY SPACING ...MfL
<br />[} DESIGN LOADS ...MfL
<br />[} OVERHANGS ~
<br />
<br />DATE:
<br />3/19/10
<br />DRAWN BY
<br />M GRUENHAGEN
<br />SCALE:
<br />NONE
<br />SALES SPECIAU5T:
<br />ZEAL
<br />VERONA
<br />REVISIONS:
<br />NO. DATE BY
<br />1 --- --
<br />2 --- --
<br />3 --- --
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<br />CI1ARY
<br />
<br />BUILDING CORP,
<br />
<br />www_c1earybuilding.com
<br />190 PAOU STREET
<br />P.D, BOX 930220
<br />VERONA, W! 53593
<br />{aoo) 373~5550
<br />
<br />JOB NO.
<br />2010104019
<br />
<br />SHEET
<br />50F5
<br />
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