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<br />Job
<br />
<br />27223
<br />
<br />Truss
<br />
<br />SfP-~uilding Supply-Sanford, Sanford, FL 32771
<br />
<br />A01
<br />
<br />l
<br />'"
<br />
<br />0-0-0
<br />
<br />13-0,0
<br />13-0-0
<br />
<br />Truss Type
<br />
<br />ROOF TRUSS
<br />
<br />4x5 ~
<br />
<br />~
<br />5~!
<br />'~,i
<br />3~~L
<br />
<br />2 ~- T 'T
<br />.-.-~-
<br />,.-.---- .-.----
<br />
<br />5,00 Ii'
<br />
<br />
<br />3)(4 -;:::.
<br />
<br />
<br />10
<br />
<br />Better Built Co./Burnette Co
<br />
<br />00011
<br />
<br />Job Reference (optional)
<br />6,200 s Jul13 2005 MiTek Industries, Ine, Mon Oct 17 10:34.432005 Page 1
<br />
<br />26,0.0
<br />13-0-0
<br />
<br />Scale'" 1 :42.9
<br />
<br />~"
<br />
<br />11>" 12
<br />~ 13
<br />
<br />T ~'15
<br />~,
<br />
<br />
<br />
<br />3x4 .:.:::-
<br />
<br />96(load case 8)
<br />112(1oad case 1)
<br />41 (load case 1)
<br />227 (load case 8)
<br />100(load case 9)
<br />99(load case 9)
<br />99(load case 1)
<br />96(load case 9)
<br />112(load case 1)
<br />41 (load case 1)
<br />227 (load case 9)
<br />
<br />-134/47
<br />-46/93
<br />,20/131
<br />.20/212
<br />,20/245
<br />.20/168
<br />-20/85
<br />-31/25
<br />
<br />2,3
<br />4,5
<br />6.7
<br />8-9
<br />10-11
<br />12-13
<br />14-15
<br />16,17
<br />
<br />5x5 =
<br />
<br />
<br />26-0-0
<br />26-0-0
<br />DEFL In (Ioc) I/defl Ud I PLATES GRIP
<br />Vert(LL) n/a n/a 999 MT20 244/190
<br />Vert(TL) n/a n/a 999
<br />Horz(TL) 0,00 17 n/a n/a
<br />
<br />Plate Offsets (X,Y).
<br />
<br />LOADING (pst)
<br />TCLL 20,0
<br />TCDL 7,0
<br />BCLL 0,0
<br />BCDL 10,0
<br />
<br />[250-2-8,0-3,01
<br />
<br />I
<br />
<br />!
<br />I
<br />
<br />SPACING 2.0.0
<br />Plates Increase 1,25
<br />Lumber Increase 1,25
<br />Rep Stress I ncr NO
<br />Code FBC2004ITPI2002
<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 sheathin9 directly applied or 6-0,0 oc purlins,
<br />BOT CHORD
<br />Ri9id ceilin9 directly applied or 10.0.0 oc bracing,
<br />
<br />REACTIONS (Ib/size)
<br />1
<br />17
<br />25
<br />26
<br />27
<br />28
<br />29
<br />30
<br />31
<br />32
<br />24
<br />23
<br />22
<br />21
<br />20
<br />19
<br />18
<br />Max Horz
<br />1
<br />Max Uplift
<br />1
<br />17
<br />26
<br />27
<br />26
<br />29
<br />30
<br />31
<br />32
<br />24
<br />23
<br />22
<br />21
<br />20
<br />19
<br />18
<br />Max Grav
<br />1
<br />17
<br />25
<br />26
<br />27
<br />28
<br />
<br />92/26.0.0
<br />92/26.0-0
<br />94/26,0,0
<br />99/26-0-0
<br />99/26-0.0
<br />99/26-0,0
<br />96/26-0,0
<br />112/26-0.0
<br />41/26-0.0
<br />227/26.0-0
<br />99/26-0.0
<br />99/26-0.0
<br />99/26-0.0
<br />96/26-0,0
<br />112/26-0-0
<br />41/26-0-0
<br />227/26-0-0
<br />
<br />122(load case 6)
<br />
<br />-28(1oad case 7)
<br />-11 (load case 7)
<br />-48(load case 6)
<br />-63(load case 6)
<br />-58 (load case 6)
<br />.58(load case 6)
<br />,65(load case 6)
<br />,26(load case 6)
<br />,134(load case 6)
<br />-43(load case 7)
<br />-64(load case 7)
<br />,58(load case 7)
<br />,58(load case 7)
<br />.65(1oad case 7)
<br />.26(1oad case 7)
<br />-134(load case 7)
<br />
<br />92(load case 1)
<br />92(load case 1)
<br />94(load case 1)
<br />100(load case 8)
<br />99(load case 8)
<br />99(load case 1)
<br />
<br />FORCES (Ib) - Maximum Compression/Maximum Tension
<br />TOP CHORD
<br />1-2
<br />3-4
<br />5,6
<br />7.8
<br />9.10
<br />11.12
<br />13-14
<br />15-16
<br />BOT CHORD
<br />1.32
<br />30.31
<br />28-29
<br />26-27
<br />24,25
<br />22.23
<br />20-21
<br />18-19
<br />WEBS
<br />9-25
<br />7,27
<br />5.29
<br />3,31
<br />10-24
<br />12-22
<br />14-20
<br />16,18
<br />
<br />T
<br />
<br />CSI
<br />TC 0,09
<br />BC 0,08
<br />WB 0,06
<br />(Matrix)
<br />
<br />Max Grav
<br />29
<br />30
<br />31
<br />32
<br />24
<br />23
<br />22
<br />21
<br />20
<br />19
<br />18
<br />
<br />.76/0
<br />,72/105
<br />-71/96
<br />,39/58
<br />.74174
<br />.72/97
<br />.78/105
<br />,152/193
<br />
<br />0/107
<br />0/107
<br />0/107
<br />0/107
<br />0/107
<br />0/107
<br />0/107
<br />0/107
<br />
<br />31-32
<br />29-30
<br />27-28
<br />25.26
<br />23.24
<br />21.22
<br />19-20
<br />17-18
<br />
<br />.67179
<br />-20/113
<br />-20/168
<br />-20/245
<br />-20/212
<br />,20/126
<br />-15/40
<br />.79130
<br />
<br />0/107
<br />0/107
<br />0/107
<br />0/107
<br />0/107
<br />0/107
<br />0/107
<br />0/107
<br />
<br />.74174
<br />,72/97
<br />-78/105
<br />-152/193
<br />-72/105
<br />-71/96
<br />-39/58
<br />
<br />Weight 141 Ib
<br />
<br />5) This truss requires plate inspection per the Tooth Count
<br />Method when this trL'SS 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 bearln9
<br />plate capable of withstanding 28 Ib uplift at joint 1, 11 Ib uplift at
<br />joint 17, 481b uplift at joint 26, 631b uplift at joint 27, 581b uplift
<br />atjo!nt 28, 58lb uplift at joint 29, 651b uplift at joint 30,26 Ib
<br />uplift at joint 31, 134 Ib uplift at joint 32, 431b uplift at joint 24,64
<br />Ib uplift at joint 23, 58 Ib uplift at joint 22, 58 Ib uplift at joint 21 ,
<br />65 Ib uplift at joint 20, 26 Ib uplift at joint 19 and 134 Ib uplift at
<br />Joint 18,
<br />10) Seqn: 22938, Date.10/6/2005
<br />
<br />LOAD CASE(S)
<br />Standard
<br />
<br />ESG. INC.
<br />1299 W. FAIRBANKS AV'fE..
<br />WINTER PARK. FL 32789
<br />ocr 1 7 2005
<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 Exlerlor(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 />
<br />8.26
<br />6-28
<br />4,30
<br />2-32
<br />11-23
<br />13,21
<br />15.19
<br />
<br />CA # 8886
<br />J. LEE SM ITH, PE # 36177
<br />
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