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<br />Job
<br />
<br />27223 .
<br />
<br />iTruss
<br />
<br />~
<br />Sf?-~ilding Supply-Sanford, Sanford, Fl 32771
<br />
<br />C01
<br />
<br />!
<br />o
<br />
<br />0-0-0
<br />
<br />fO-O,O
<br />10-0-0
<br />
<br />5,00[12
<br />
<br />T
<br />
<br />
<br />3X4 -:;:.-
<br />
<br />Truss Type
<br />
<br />
<br />00081
<br />
<br />Mon Oct 17 10,34:472005 Page 1
<br />
<br />ROOF TRUSS
<br />
<br />20-0-0
<br />10-0,0
<br />
<br />Scale = 1:33.0
<br />
<br />.b5.:::::
<br />
<br />~
<br />~
<br />
<br />~']9~",:~
<br />10
<br />
<br />T1
<br />11
<br />T
<br />
<br />
<br />
<br />12
<br />
<br />"
<br />
<br />~
<br />o
<br />
<br />3X4 ~
<br />
<br />20,0-0
<br />
<br />20-0-0
<br />
<br />LOADING (psI) SPACING 2-0-0 CSI DEFL In (Ioc) IIdefl Ud PLATES GRIP
<br />TCll 20,0 Plates Increase 1,25 TC 0,08 Vert(ll) nla nla 999 MT20 2441190
<br />TCDl 7,0 Lumber Increase 1,25 BC 0,06 Vert(fL) nla nla 999
<br />BCLL 0,0 Rep Stress Incr NO WB 0,05 Horz(fL) 0,00 13 nla nla
<br />BCDL 10,0 Code FBC2004fTP12002 (Matrix) Weight 95 Ib
<br />
<br />LUMBER
<br />TOP CHORD 2 X 4 SYP No,2
<br />BOT CHORD 2 X 4 SYP No,2
<br />OTHERS 2 X 4 SYP No,3
<br />
<br />BRACING
<br />TOP CHORD
<br />Structural wood sheathing directly applied or 6-0.0 oc purlins,
<br />BOT CHORD
<br />Rigid ceiling directly applied or 10.0.0 DC bracing,
<br />
<br />REACTIONS (Iblsize)
<br />1
<br />13
<br />19
<br />20
<br />21
<br />22
<br />23
<br />24
<br />18
<br />17
<br />16
<br />15
<br />14
<br />Max Harz
<br />1
<br />Max Uplift
<br />1
<br />13
<br />20
<br />21
<br />22
<br />23
<br />24
<br />18
<br />17
<br />16
<br />15
<br />14
<br />Max Grav
<br />1
<br />13
<br />19
<br />20
<br />21
<br />22
<br />23
<br />24
<br />18
<br />17
<br />16
<br />15
<br />14
<br />
<br />83/20-0,0
<br />83120-0,0
<br />94120-0-0
<br />99120-0-0
<br />97/20"0-0
<br />108120.0-0
<br />57120-0-0
<br />200120,0,0
<br />99120-0-0
<br />97120-0-0
<br />1 08120-0,0
<br />57/20-0-0
<br />200120,0-0
<br />
<br />92(load case 6)
<br />
<br />-24(load case 7)
<br />,16(1oad case 7)
<br />.52(/oad case 6)
<br />-61 (load case 6)
<br />-63(load case 6)
<br />,35(load case 6)
<br />.118(load case 6)
<br />.49(1oad case 7)
<br />-62(load case 7)
<br />-63(load case 7)
<br />-35(load case 7)
<br />,118(/oad case 7)
<br />
<br />83(load case 1)
<br />83(load case 1)
<br />94(1oad case 1)
<br />1 01 (load case 8)
<br />97(load case 8)
<br />108(load case 1)
<br />57 (load case 8)
<br />200(load case 1)
<br />1 01 (load case 9)
<br />97(load case 9)
<br />1 08(load case 1)
<br />57(load case 9)
<br />200(load case 1)
<br />
<br />FORCES (Ib) , Maximum CompressionlMaximum Tension
<br />TOP CHORD
<br />1-2 = -96140
<br />
<br />TOP CHORD
<br />2-3 .37169 3.4 -18184
<br />4,5 -201104 5-6 -201147
<br />6,7 ,201183 7-8 -201183
<br />8,9 ,201147 9-10 -201104
<br />10-11 -18160 11-12 .28129
<br />12-13 -55126
<br />BOT CHORD
<br />1-24 0/79 23-24 0/79
<br />22.23 0/79 21-22 0/79
<br />20-21 0/79 19-20 O/7g
<br />18-19 0/79 17-18 0/79
<br />16-17 0/79 15-16 0/79
<br />14.15 0/79 13-14 0/79
<br />WEBS
<br />7,19 .6710 6-20 ,74182
<br />5,21 -711102 4-22 -771102
<br />3,23 -48/69 2.24 -1341171
<br />8-18 ,74182 9.17 -711102
<br />10.16 ,771102 11-15 .48169
<br />12-14 .1341171
<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 Exterior(2) zone; Lumber
<br />DOL=1,33 plate grip DOL=1,33, This truss is designed for C.C
<br />for members and forces, 'and for MWFRS for reactions
<br />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 requires continuous bottom chord bearing.
<br />7) Gable studs spaced at 1.4-0 oc,
<br />8) This truss has been designed for a 10,0 psf bottom chord live
<br />load nonconcurrent with any other live loads.
<br />9) Provide mechanical connection (by others) of truss to bearing
<br />plate capable of withstanding 241b uplift at joint 1 , 161b uplift at "
<br />joint 13, 52 Ib uplift at joint 20, 61 Ib uplift at joint 21 , 63 Ib uplift .J:..I2:;:';:b ioN.
<br />at joint 22, 351b uplift at joint 23, 1181b uplift at joint 24, 491b ~fl/l NTER
<br />uplift at joint 18, 62 Ib uplift at joint 17, 63 Ib uplift at joint 16, 35 \'of ~
<br />Ib uplift at joint 15 and 118 Ib uplift at joint 14,
<br />10) Seqn. 22945, Date.101612005
<br />
<br />U ~<~,-CM
<br />FAihbANK5 AVl':.
<br />PARK, FL 32789
<br />
<br />LOAD CASE(S)
<br />Standard
<br />
<br />()"r " i' 2~rl'"'
<br />t t., I ( ~Ui1J:l
<br />
<br />CA :# 8886
<br />.L LEE SMITH. PE #36177
<br />
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