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<br />Truss Type
<br />
<br />
<br />00071
<br />
<br />Man Oct 17 10:~2005 Page 1
<br />
<br />Job Truss
<br />127223 : B02
<br />Stock Building ti_'tP-B'y-Sanlord. Sanlord, FL 32771
<br />
<br />ROOF TRUSS
<br />
<br />.2.0-0
<br />2-0-0
<br />
<br />6-4-0
<br />6-4.0
<br />
<br />13.0-0
<br />6.8,0
<br />
<br />19-8-0
<br />6-8-0
<br />
<br />26-0-0
<br />6,4-0
<br />
<br />28.0-0
<br />
<br />2-0-0
<br />Scala = 1 :49.5
<br />
<br />4x7 ::::::
<br />
<br />'M," ,~:;~~:::;:;::::::::l~~<::;::~,-:::: ~ ,~
<br />~ i i ::::~~l,,:~
<br />~/1 W2 ~~ ~~
<br />~// ~ ~~ ~
<br />- ~~ ~~ ~ ~, -
<br />;lj,~ 3<5= 10 ~~~ 7]~
<br />
<br />2x411 5x8= 2x411
<br />
<br />0-0.0
<br />
<br />0.0-0
<br />
<br />0.0.0
<br />
<br />6.4-0
<br />
<br />6,4,0
<br />Plate Offsets (X Y)' [2'0.2.6 0-0-101 16'0-2-6 0-0-101 19'0-4,0 0-3-01
<br />
<br />13-0.0
<br />6-8-0
<br />
<br />19-8.0
<br />6-8-0
<br />
<br />26-0-0
<br />6-4,0
<br />
<br /> , , , ,
<br />LOADING (psI) I SPACING 2.0-0 CSI DEFL In (Ioc) IJdeft Ud PLATES GRIP
<br />TCLL 20,0 Plates Increase 1,25 TC 0.46 Vert(LL) -0,04 9-10 >999 360 MT20 2441190
<br />TCDL 7,0 : Lumber Increase 1,25 BC 0,33 Vert(TL) 0,07 6.8 >995 240
<br />BCLL 0,0 Rep Stress Incr YES WB 0,55 Horz(TL) 0,02 8 nla nla
<br />BCDL 10,0 Code FBC2004fTPI2002 (Matrix) Wind(LL) 0,09 6-8 >797 240 Weight 122 Ib
<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 />LOAD CASE(S)
<br />Standard
<br />
<br />BRACING
<br />TOP CHORD
<br />Structural wood sheathing directly applied or 5-5-15 DC purl inS
<br />BOT CHORD
<br />Rigid ceiling directly applied or 6-0.0 oc bracing
<br />
<br />REACTIONS (Iblsize)
<br />2
<br />8
<br />6
<br />Max Horz
<br />2
<br />Max Uplift
<br />2
<br />8
<br />6
<br />Max Grav
<br />2
<br />8
<br />6
<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 />4-9
<br />5-8
<br />
<br />NOTES (6)
<br />1) Unbalanced rool live loads have been considered lor thiS
<br />design.
<br />2) Wind. ASCE 7,98; 120mph (3-second 9ust); h=16ft;
<br />TCDL=4,2psl; BCDL=6,Opsl; Cate90ry II; Exp B; encloseel;
<br />MWFRS gable end zone and C.C Exterior(2) zone; porch right
<br />exposed; Lumber DOL=1,33 plate grip DOL=1 ,33, This truss is
<br />designed lor C-C lor members and lorces, and lor MWFRS lor
<br />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 lor a 10,0 psI bottom chord live
<br />load nonconcurrent with any other live loads.
<br />5) Provide mechanical connection (by others) 01 truss to bearing
<br />plate capable 01 withstanding 446 Ib uplift at joint 2, 398 Ib uplift at
<br />joint 8 and 368 Ib uplift at joint 6,
<br />6) Seqn. 22944, Date. 1 0/612005
<br />
<br />81110-8,0
<br />106710-8-0
<br />24910-8,0
<br />
<br />172(load case 6)
<br />
<br />-446(load case 6)
<br />,398(load case 7)
<br />.368(load case 7)
<br />
<br />811(load case 1)
<br />1067(load case 1)
<br />289(load case 9)
<br />
<br />0141
<br />-637/489
<br />-661259
<br />
<br />2,3
<br />4,5
<br />6,7
<br />
<br />,1235n57
<br />-6381492
<br />0141
<br />
<br />.51111071
<br />.1841201
<br />
<br />9-10
<br />6-8
<br />
<br />,51111071
<br />-1841201
<br />
<br />01266
<br />01224
<br />,928n17
<br />
<br />3-9
<br />5,9
<br />
<br />-6151458
<br />,308n52
<br />
<br />FC"C: II\'-zC.
<br />.i'v.''',:AI'heANKs AV~
<br />VVIi\!TER PARK, FL 32789
<br />
<br />OCT ij ., 2005
<br />
<br />CP. # 888.6
<br />J, LEE SM !TH, PE :# 36177
<br />
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