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<br />THIS DWG PREPARED fROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMiTTED By TRUSS MfR <br /> <br />(PLRC30 10--- .. - 29-9 PLRC 30STNO 10 OC 3 truss) <br />Top chord 2x10 SP 2400f-2.0E <br />Bot chord 2x10 SP 2400f-2.0E <br />Webs 2x4 SP #2 :W3 2x6 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 />Trusses to be spaced at 120.0" OC maximum. <br /> <br />IN LIEU DF RIGID SHEATHING USE PURLlNS TO BRACE TC @ 24" OC. <br /> <br />H1015s <br /> <br />4X5 (R) III <br /> <br /> <br />4X5 (R) 11/ <br /> <br />0-A-3 <br /> <br />3~ <br /> <br />W3 <br /> <br /> <br />-L <br />1-10 <br /> <br /> <br />3X5111 <br /> <br /> <br />SS1319 <br /> <br />3X5111 <br /> <br />0.88 <br /> <br />0> <br />" <br />." <br />oj <br />:::> <br />1r <br />I- <br />00 ::;:: <br />0 <br />0 ll. <br />0 '" <br />~ <br />::;:: 0 <br />-' N <br />ro ~ <br />0 0 <br />0 ~ <br />0 0 <br />'" <br />~ <0 <br />-' ~ <br />i '" <br />~ ." <br />$ <br />ro c <br />c & <br />0 <br />"' $ <br /><;; '" <br />ll. 0 <br />5 <br />Q c <br /><;; '" <br />E 0> <br />'" <br />E .<= <br />0 c <br />~ '" <br />2 <br /> <9 <br />.c ro <br />ro '" <br />ll. .<= <br />u " <br />c ::'i <br />'" <br />'" >. <br />E ro <br />'" ." <br />Z '" <br />2 C <br />u: &. <br /> <br />K1013"" <br />K1013s <br /> <br />9-1-2 <br />9-1-2 <br /> <br />).I~ 5-9-6 jt 5-9-6 ,1< <br />5-6-10 6-0-2 <br />14-10-8 -ll- 14-10-8 <br />14-7-12 15-1-4 <br /> 29-9-0 Over 2 Supports <br /> <br />I, <br /> <br />i: <br /> <br />R=5225 W=5.5" <br /> <br /> <br />PLT TYP. 20 Gauge HS,K, <br />18 Gau e HS,WAVE <br /> <br />Design Crit: TPI-2002(STD) <br />C /RT=1.00(1.00)/10(10) <br /> <br />"WARNING" HlUSSES IlEOUIlll EXlR8.IE CARE Hi FAIlRICAllON. ItAOOLING. SHIPPING. INSTAlLING ANl> BIl " <br />IlffERTO flCSI (f\IIlttHNGC~"'TSAFETVINfom.lAT1OO), PllIlLlSHE06VTJ>I (TRU$SPLATEltlSllWT 1 <br />NORTH lEE STREET. SUITE )1Z. I\L[XA...OlHA. VA. U3H) Am).-TCJ\ (WOOO TIIIJSS COUIIC1L 01' "'-"'!RICA. 6300 <br />HITERPllISf: LANE. I<At>ISOIl. WI S37111) FOR SAfETY PRACTICES PRIOR 1"OPERfORllING THESE flJNCTl!ms OOlESS <br />OHlfRWISf HillICAHOIOPCliORaS>>AI..lHAVfPll.OI>fRLVATlACHEOSTllUCll}AAL PANElS ANOBOllQl.lClIOROS lllAVE <br />A PROPHllVAlT...cHWlllGIOCElllNG. <br /> <br />. ? <br />. .. <br />_::::: FREGn 23 '.* <br />_ KAMPMANN: <br />33119.006 : <br />S . MILLSTADT, : ~ <br />.. ~ . IL .~ <br />~.. ..~ ~ <br />~. ~.. ..~ ~ <br />~ J'8i......~~ ~,... <br />////1 DNA\. \\"... <br />1111/1111111\\\\ <br /> <br /> <br />ALPINE <br /> <br />..lflPORTANT..fUIWISll A COPY Of TillS lliS!GN TO Tlli INSTALlATION ComRACTOO ITlr S\JllDlHC CQlW{JtltHT5 <br />CROUP, INC_SHA'-lNOIGERESPOOSIRlEfOllNlVDEVIATlOHffl{>>,lIIlISOESIGN;MlYfAII-URtT06lJllOTH(TRUSS <br />INC01tf()fUMNCE\fIIHlTPl; ORfI\llR1CIlTIIffi. HANDliNG. SHIPPING. mSTAl..UN6&!lRACINGOFTRl.I55tS. <br />DESI(;1t COOFtmIoiSWlTll Al'I>lICA!ll€ PROVISIOHS Of nt1S O.ATlONAl DES!(;l'f SPiC. BY ^H.Pl\j A!IO TPI. AlPIN( <br />CO!INECTOR PlATES .AilE IoIADf Of Z0!18116GA (W.H/$$n) ,\SThI AGS3 GRADE ~O/60 (Ii!. IVII.S5) GAlV. STH:l. AP'Pt.Y <br />PlATES TO €^OI FACE OF TIlUS5...'tO. UNlESSOTIffIl'ltISE lOCATEDOHUlISDESIGII. POSlTlOOPtRORlllflltGS lGQA-l'.. <br />my Il'fSPECTlONOfPl.AlESfOLlO'OlEOflY 0) SttI'U.6(P(RAlWEXA301' Jl>11.ZDO'l$EC.3. A SEAl.. ON TItIS <br />ORAWING lOOI"....TES ACCEl'lAXCE 01' PIl()fES$lONAl fNGIN[ERlNG R€SPQNSI6ILlTY SO\..HY FOR THE TRUSS C{lI.lPOIlEtfT <br />OES1GH Sll~ THE SllllA8lllTY AN{! USE Of TIlls CmlP<l;h('H FOil Ally 81111011tG IS TilE Il(SPQlISI61L1TY ()f 11lf <br />Ul/llDtW; DESIGNER PER .o.NS1/TPI 1 SEe. z. <br /> <br />IN/ Buf/ding Components Group, Inc. <br />Earth Ciry, MO 63()45 <br /> <br /> <br />0.88 <br /> <br />K1013=' <br />KlO13~' <br /> <br />9-1-2 <br />9-1-2 <br /> <br /> <br />WI/-/1/-/-/R/F <br />TC LL 30.0 PSF <br />TC DL 4 . 0 PSF <br />BC DL 1 .0 PSF <br />BC LL 0.0 PSF <br />TOT.LD. 35.0 PSF <br />DUR.FAC. 1.15 <br />SPACING 120.0" <br /> <br />R=5225 W=5.S" <br /> <br />12 <br />w <br />~ <br />o <br />:;; <br />" <br />~ <br />N <br />W <br />ro <br />~ <br />~ <br />w <br />ro <br />w <br />:;; <br />m <br />~ <br />o <br />o <br />4-8 10 ~ <br />, <br />. <br />~ <br />~ <br />1" <br />1- -0 ' <br />u <br />ro <br />'" <br />'2 <br />L <br />~ <br />, <br />o <br /> <br />,I <br /> <br />:1 <br /> <br />Scale =.275"/Ft. <br />REF R7054- 40951 <br />-------- - <br />DATE 01/23/09 <br /> <br />DRW MOUSR7054 09023046 <br /> <br />MO-ENG DJR/FK <br /> <br />FROM <br />JREF- <br /> <br />REV <br /> <br />KPB <br />n0J7054Z07 <br /> <br />m <br />, <br />, <br />c <br />, <br />. <br />m <br />, <br />, <br />c <br />~ <br />u <br />, <br />::: <br />,'; <br />" <br />L <br /> <br />TRUSS CHECK <br />(CHECK BOX AND INflJAL) <br />[] TRUSS SIZE .-MSL <br />[]ROOFPITCH .-MSL <br />[]SAY SPACING .-MSL <br />[] DESIGN LOADS .-MSL <br />[] OVERHANGS ...H!!L <br /> <br />~'~E)/1 <br />3 16 10 <br />DRAWN BY: <br />M.GRUENHAGEN <br />SCALE: <br />NONE <br />SALES SPECIALIST: <br />ZEAL <br />VERONA <br /> REVISIONS: <br />NO. DATE BY <br />1 --- -- <br />2 --- -- <br />3 --- -- <br />>- <br />G:::: 2; <br />es :5 <br />I <br />0 en <br />t-:: fY :::;; <br /> Q ~ <br /> co <br />~ I ~ <br />0 15 <br />U ~ <br />x <br />~ co en <br />.". en <br />6 x :::> <br />co a::: <br />'" l- <br />~ <br />CI1ARY <br />BUILDING CORP. <br />www.clearybulldlng.com <br /> 190 PAOU STREET <br /> P.O. BOX 930220 <br />VERONA. WI 53593 <br /> (BOO) 373-5550 <br />JOB NO. <br /> LM10008 <br /> SHEET <br /> 40F4 <br />