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<br />Job
<br />
<br />27223
<br />
<br />Truss
<br />
<br />801
<br />
<br />Truss Type
<br />
<br />
<br />0006 [
<br />
<br />Mon Oct 17 10.34:462005 Pajte).ll
<br />
<br />Stock Building Suppty.1Y-O"ford, Sanford, FL 32771
<br />
<br />ROOF TRUSS
<br />
<br />~
<br />/~~~
<br />2~~ _. ~
<br />~'~3"~
<br />
<br /> 5-0-0 10-0-0 15-0-0 19-8-0
<br /> 5-0-0 5-0-0 5,0-0 4-8-0
<br />Plate Offsets (X,Y). [4'0.2.12,0-2-41. [23'0-3-15,Edgel, [27'0-0-7,0.1.8]
<br />LOADING (psI) SPACING 2-0-0 I CSI DEFL in (loc) Ildefl Ud
<br />TCLL 20,0 Plates Increase 1.25 TC 0:47 Vert(LL) -0,04 30.31 >999 360
<br />TCDL 7,0 Lumber Increase 1,25 I BC 0,50 Vert(TL) 0,08 24.25 >849 240
<br />BCLL 0,0 Rep Stress Incr YES WB 0.21 Horz(TL) 0,04 23 nla nla
<br />BCDL 10,0 Code FBC2004fTP12002 (Matrix) Wind(LL) 0,10 24-25 >693 240
<br />
<br />.2,0-0
<br />2.0-0
<br />
<br />0,0-0
<br />
<br />5-0-0
<br />5-0-0
<br />
<br />10-0-0
<br />
<br />5-0-0
<br />
<br />13-0-0
<br />
<br />3,0-0
<br />
<br />19.2.2
<br />6,2-2
<br />
<br />26-0-0
<br />6.9-14
<br />
<br />28.0
<br />2.0.
<br />
<br />Scale = 1:47.4
<br />
<br />4x5 ~
<br />
<br />31
<br />
<br />
<br />J
<br />,;
<br />
<br />30
<br />3x8 =
<br />
<br />29
<br />5x8 \NB::::
<br />
<br />2B
<br />
<br />4x10 .:::.:-
<br />
<br />3x5 ~
<br />
<br />0-0-0
<br />
<br />0-0,0
<br />
<br />26-0-0
<br />6-4-0
<br />
<br />PLATES
<br />MT20
<br />
<br />GRIP
<br />2441190
<br />
<br />Weight: 148 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 />NOTES (10)
<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 Extenor(2) zone; porch right
<br />exposed; Lumber DOL=1 ,33 plate grip DOL=1 ,33, This truss is
<br />designed for C-C for members and forces, and for MWFRS for
<br />reactions specified,
<br />3) Truss designed for wind loads in the plane of the truss only,
<br />For studs exposed to wind (normal to the face), see MiTek
<br />"Standard Gable End Detail"
<br />4) All plates are 2x4 MT20 unless otherwise indicated,
<br />5) This truss requires plate inspection per the Tooth Count
<br />Method when this truss is chosen for quality assurance
<br />inspection.
<br />6) Gable studs spaced at 2-0.0 oc,
<br />7) This truss has been designed for a 10,0 psf bottom chord live
<br />load nonconcurrent with any other live loads,
<br />8) Provide mechanical connection (by others) of truss to bearing
<br />plate capable of wrthstanding 451 Ib uplift atJoint2, 5221b uplift
<br />at joint 27 and 91 Ib uplift at joint 23,
<br />9) Design assumes 4x2 (flat orientation) purlins at oc spacing
<br />indicated, fastened to truss TC wi 2-1 Od nails,
<br />10) Seqn. 22943, Date. 1 01612005
<br />
<br />BRACING
<br />TOP CHORD
<br />Structural wood sheathing directly applied or 5-3-2 oc purlins,
<br />BOT CHORD
<br />Ri9id ceiling directly applied or 7.10-7 DC bracing,
<br />JOINTS
<br />1 Brace at Jt(s). 12,8, 15
<br />
<br />REACTIONS (Iblsize)
<br />2
<br />27
<br />23
<br />Max Horz
<br />2
<br />Max Uplift
<br />2
<br />27
<br />23
<br />
<br />FORCES (Ib) - Maximum CompresslonlMaximum Tension
<br />TOP CHORD
<br />4-5
<br />6-8
<br />10-12
<br />14-15
<br />17-27
<br />2,3
<br />5.7
<br />9,11
<br />13-16
<br />18,19
<br />20,21
<br />22.23
<br />BOT CHORD
<br />2.31
<br />29,30
<br />27,28
<br />25-26
<br />23-24
<br />WEBS
<br />4.30
<br />3,30
<br />12.30
<br />10.11
<br />17-18
<br />21.25
<br />19-27
<br />6,7
<br />
<br />-872/604
<br />-7391530
<br />-7401546
<br />-9361607
<br />-952/645
<br />-1406f764
<br />.251/197
<br />.234/223
<br />.244/139
<br />.286/93
<br />-17010
<br />,20910
<br />
<br />,60811232
<br />-432/1080
<br />.432/1080
<br />01190
<br />01190
<br />
<br />,101/395
<br />,3971275
<br />.249197
<br />-69192
<br />-13f72
<br />-19121
<br />-2601262
<br />-36148
<br />
<br />86810-8.0
<br />91010-8.0
<br />222/0-8-0
<br />
<br />187(load case 6)
<br />
<br />-451 (load case 6)
<br />-522(load case 7)
<br />-91 (load case 7)
<br />
<br />5-6
<br />8-10
<br />12.14
<br />15-17
<br />1-2
<br />3-4
<br />7,9
<br />11-13
<br />16-18
<br />19.20
<br />21.22
<br />
<br />30-31
<br />28-29
<br />26-27
<br />24-25
<br />
<br />3-31
<br />12.28
<br />8,9
<br />13-14
<br />20-26
<br />15-16
<br />22-24
<br />
<br />.7251512
<br />-718/511
<br />-9131568
<br />.953/617
<br />0141
<br />-10141628
<br />,2351220
<br />,2391183
<br />,2551125
<br />-171/4
<br />-18810
<br />
<br />LOAD CASE(S)
<br />Standard
<br />
<br />-60811232
<br />-432/1080
<br />01190
<br />01190
<br />
<br />E,'.-7: (~?i9 ~ r"1'C.
<br />e,c"o'9 VI! FAlrd3i~NKS AVe
<br />WINTER PARK, FL 32789
<br />
<br />0/193
<br />01183
<br />,50154
<br />-691101
<br />.961165
<br />-43/27
<br />-39132
<br />
<br />OCT ~ ? 2005:
<br />
<br />CA :# 8886
<br />1. LEE SM ITH. PE # 36177
<br />
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