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<br />.TT" ~~Y"'" 170.0' 2111 1.01 1.0 II 3.01 1.0 II 0-11- 2 I 3.1 I 311 20GA WEBS 214 bruce-Plno-Flr Ho. 3
<br />00 _0..'" .0'. 1.01'2,0 713.0 14.0 DI 0-11- 2 -
<br />.ot UYI:. 0.0 :.'31 1.01'4.0 113.014.0 cl 24- 0- a
<br />:. . '. .at alOd:.. sa.a ',.'41 3.01:4,0 II 3.0 I 2.0" 4- 3-15
<br />..., lueS.. l'a.c.I~!rU.a!"S1'I.OI 4.0 .sal 3.01 '.0
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<br />Tatol Soon. 24lt 010 a/ll
<br />Tat.1 HIIGht. 41t 31.' 15/11
<br />151 10 . ST24
<br />APPRO.. laT. EACH PLY 123 I". I
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<br />1110' Sla........ "". b.. P...,........ Oflo. "UIJ
<br />
<br />JOB: BUllOCK BUilDERS
<br />
<br />J~ unter-Iock
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<br />~1LItI_Sl,_._I4I"
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<br />STH 0 1
<br />
<br />lW1.
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<br />7-6-0
<br />
<br />14-0-0
<br />
<br />24-0-0
<br />
<br />three suO arts I
<br />
<br />TOP CIIORO ..4 So. Pine 12 KIl 15:
<br />BOT CHORD 2.. So. Pine 12 KIl 151
<br />WEBS 214 So. Pine 13 Ig:
<br />WI: 2.4 So. Pine 12 KIl 151
<br />
<br />No wine or knots should occur In the phte conuct arn.
<br />
<br />All plates Ire to be center"J on the joint. left to right ar.~ top :0
<br />botto... ..cept wilen loclted by circle or dllllCnsion. See draw;n; 130
<br />.for .phte locltions on typlCII Joints..
<br />
<br />I't h; the r.spon$ibl1lty of the building 'designer ond trun fabricitor
<br />to review tMs drlwing prior to cutting lUoDer to verify that III ~Ita.
<br />Including di...nsions Ind 101ds. confono to th. Irchitecturll phns/
<br />speclflcltlons Ind flbrlcltor's truss Ilyout.
<br />
<br />. U.. 3d Trulol nail phtes with 4 nli ls nch ....n.er nelr fac.. Sl~e
<br />nun.tr required on fir flce. Use 0.131.1\.375. Scotch nlils or equII.
<br />
<br />+ 1x4 13 HEH-flR or better continuous ht.rll bracing' 36" on c.nter.
<br />....i..... spicing. llttlch to top side of bottlllO chord of piggyblcks with
<br />l-Bd lIIils. Brlclng ...terlll to be $upplled Ind Ittlched at both ends
<br />to I sulUDle support by er.ctlon contractor.
<br />
<br />12
<br />
<br />~21.03 !!!!!!.: BottlllO chord spllc....st be loclted where shown.
<br />
<br />This truss is designed to support Iddltionll uniform laid on botto,"
<br />chord It open pinel only of 40 psf I he IOld Ind 40 psr ~eld laid.
<br />
<br />
<br />FURNISH A COPY OP THIS OESlON TO UICTlON CONTllACTOR SCAl E -0. 375.
<br />
<br />DESIGN CRIT PPSAII RFF' 4666---CU.
<br />TC LL: 3110 PSF OATF' B121/84
<br />TC OL: 7.0 PSF OWG' 549.602
<br />8C OL: ill PlF . CJH/HAG
<br />TOT. lO: 47.0 PSF .24-0-0
<br />OUR. FAC: US "I PITCH: 2~,OJI'n2
<br />!l;PACIf'lti 24" TVO!$:: ATTIC
<br />
<br />I'tATlTYPI: 'AlPIHE
<br />
<br />WARNING: ~"c"...":.~
<br />I!MCTIOfrI. AND IRACPtG. UNUSS OTHlIII.
<br />"MIl $MOWN. fM CttQRDIIM4U. 11""'"".
<br />......., MACID WIT lILY "'"ACHED
<br />....YWOOD &HIA' IOTtOM CMOfIOI
<br />",-,ClD wtTN NGtO QIIlIRAONO AT
<br />.. MAXIMUM 01 10 . Sit: TPI. Iwr.
<br />n. .....ACING SES: CQMMI....
<br />fAllIV AHO llIlCOMMINOA 'ICHS:. In ALSO
<br />'HIS DISIGfrI 'OR AODmo.-.A&, ....DAL
<br />IA/oCING AlQ\NlllMINlI.
<br />
<br />(') Trll5.S ,j~i3M verl'~cl ~r 100 JIp'" ..Mild.
<br />R oat T rvs~ f1>r Sv/loc,k G-arajes
<br />
<br />~~
<br />vi Av~ 1"l..
<br />
<br />mOMAS SPUTO, PH.D., P.E.
<br />CONSULTlNC STRUCTURAL ENGINEER
<br />5820 SW 80th STREET, CAINESVlllE, F1.. 3260B
<br />904-3n-8351
<br />
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