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<br />27223
<br />
<br />A05
<br />
<br />ROOF TRUSS
<br />
<br />
<br />00051
<br />
<br />Mon Oct 17 10'11,d:b2005 Page 1
<br />
<br />Job
<br />
<br />Truss
<br />
<br />Truss Type
<br />
<br />stock Building iNf'B'Y-Sanford, Sanford, Fl 32771
<br />
<br />-2-0.0
<br />
<br />2-0-0
<br />
<br />6-9-14
<br />6-9-14
<br />
<br />13-0,0
<br />6-2,2
<br />
<br />19-2,2
<br />6,2-2
<br />
<br />26-0-0
<br />6,9-14
<br />
<br />28-0-0
<br />
<br />2.0-0
<br />Scele = 1 :49.5
<br />
<br />4)(7 "
<br />
<br />~ ~ /;,
<br />~~ \' //
<br />~ \~1, ,.///
<br />~~ ~\/
<br />~1~~- 81 \6/
<br />
<br />
<br />~ ~~ 10
<br />
<br />ril
<br />
<br />'0:
<br />\, ~~
<br />\\'~ ~~:~~~
<br />,~ -
<br />\\ ~
<br />\\\ /I/~~
<br />'<\ 7'/' ~~ ~
<br />'\ /, -~~
<br />\ '. / I
<br />\~/ ., 6_
<br />~~ij
<br />
<br />3)(4 ::;::
<br />
<br />5x8 we =
<br />
<br />3x4 ::;::
<br />
<br />0,0,0
<br />
<br />Plate Offsets (X, Y).
<br />
<br />8-10,10
<br />
<br />8-10.10
<br />
<br />[2.0-3-0,0,1-8], [4:0.4,1,0-2-01, [60,3-0,0-1-81
<br />
<br />SPACING 2-0-0
<br />Plates Increase 1,25
<br />lumber Increase 1,25
<br />Rep Stress Incr YES
<br />Code FBC2004fTPI2002
<br />
<br /> 0,0-0
<br /> 17-1.6 26-0.0
<br /> 8,2-13 8-10-10
<br />CSI DEFL in (Ioc) Ildefl Ud PLATES GRIP
<br />TC 0,55 Vert(lL) -0,12 2.10 >999 360 MT20 2441190
<br />BC 0,53 Vert(Tl) -0,33 2.10 >908 240
<br />WB 0,22 Horz(Tl) 0,06 6 nla nla
<br />(Matrix) Windell) 0,14 8-10 >999 240 Weight 117 Ib
<br />
<br />LOADING (psI)
<br />TCll 20,0
<br />TCDl 7,0
<br />BCll 0,0
<br />BCDl 10.0
<br />
<br />LUMBER
<br />TOP CHORD 2 X 4 SYP No,2
<br />BOT CHORD 2 X 4 SYP No,2
<br />WEBS 2 X 4 SYP No,3
<br />
<br />BRACING
<br />TOP CHORD
<br />Structural wood sheathing directly applied or 4.5.3 oc purlins,
<br />BOT CHORD
<br />Rigid ceiling directly applied or 6-9.2 oc bracing,
<br />
<br />REACTIONS (lblsize)
<br />2
<br />6
<br />Max Horz
<br />2
<br />Max Uplift
<br />2
<br />6
<br />
<br />106310-8-0
<br />1063/0,8,0
<br />
<br />172(load case 6)
<br />
<br />-514(1oad case 6)
<br />-514(1oad case 7)
<br />
<br />FORCES (Ib). Maximum CompressionlMaximum Tension
<br />TOP CHORD
<br />1.2
<br />3.4
<br />5.6
<br />BOT CHORD
<br />2-10
<br />8-9
<br />WEBS
<br />3.10
<br />4-8
<br />
<br />0141
<br />-1581/1068
<br />.1793/1144
<br />
<br />2,3
<br />4,5
<br />6-7
<br />
<br />-179311144
<br />-1581/1068
<br />0/41
<br />
<br />,854/1580
<br />,45411085
<br />
<br />9,10
<br />6-8
<br />
<br />-454/1085
<br />-854/1580
<br />
<br />-3241398
<br />-2651543
<br />
<br />4.10
<br />5,8
<br />
<br />-2651543
<br />-3241398
<br />
<br />NOTES (6)
<br />1) Unbalanced roof live loads have been considered for this
<br />design,
<br />2) Wind: ASCE 7-98; 120mph (3,second gust); h=16ft;
<br />TCDl=4,2psf; BCDl=6,Opsf; Category II; Exp B; enclosed:
<br />MWFRS gable end zone and C,C Exterior(2) zone; lumber
<br />DOl=1,33 plate grip DOl=1,33, This truss is designed for C-C for
<br />members and forces, and for MWFRS for reactions specified,
<br />3) This truss requires plate Inspection per the Tooth Count Method
<br />when this truss is chosen for quality assurance inspection.
<br />4) This truss has been designed for a 10,0 psf bottom chord live
<br />load nonconcurrent with any other live loads.
<br />5) Provide mechanical connection (by othets) of truss to bearin9
<br />plate capable of withstanding 514 Ib uplift at joint 2 and 514 Ib
<br />uplift at joint 6,
<br />6) Seqn. 22942, Date. 1 01612005
<br />
<br />LOAD CASE(S)
<br />Standard
<br />
<br />ESG. INC.
<br />lZ;:,t)9 W. FAIRBANKS J\V~
<br />WINTER PAR;-(, FL 32789
<br />
<br />OCT 1 7 2005
<br />
<br />CA # 888.6
<br />J. LEE SM ITH, PE # 36177
<br />
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