|
Job Truss Truss Type Qty Ply
<br />R36138900
<br />12889 Blo
<br />Timco Truss and Framing Supply, HESPERIA, CA. 92345
<br />SLOPING FLAT 1 3 Lob Reference (optional)
<br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:382013 Page 2
<br />ID:aWQIhHladRB#Iqyp2U#TlxysDYG-9iBE DY0F65Hgo318el0(qbbnzngdnd?JviCusZzWkkJ
<br />NOTES
<br />11) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord,
<br />nonconcurrent with any other live loads.
<br />12) "Semi-rigid pitchbreaks with f,xed heels" Member end fixity model was used in the analysis and design of this truss.
<br />13) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails.
<br />LOAD CASE(S)
<br />1) Regular: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Vert: 1-5-80(F=-10), 3-4=-10(F), 4-6=-40(F=-10), 6-27=-300(F=-50), 11-27-290(F=-40), 11-13=-70,14-20=-10
<br />2) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Vert: 1-5=-40(F=-10), 3-4--10(F), 4-6=-40(F=-10), 6-27-215(F=-50), 11-27=-205(F=-40), 11-13-30,14-20=-30
<br />3) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (pif)
<br />Vert: 1-2=17(F=-10), 2-5=12(F=-10), 3-4--10(F), 4-6=1(F=-10), 6-27=9(F=-50), 11-27=19(F=-40), 1 1-13=11,19-20=14,14-19=-6
<br />Horz: 1-2=-37, 2-5=-32, 4-13=-21, 14-21=20, 3-20=15, 1-3=15
<br />4) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (plf)
<br />Vert: 1-2=5(F=-10), 2-5=20(F=-10), 3-4--10(F), 4-6=17(F=-10), 6-27=25(F=-50), 11-27=35(F=-40), 11-13=27,14-20=-6
<br />Hon: 1-2=-25, 2-5=-40, 4-13=-37, 14-21=-15, 3-20=-20, 1-3=-20
<br />5) MWFRS 1 st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (plf)
<br />Vert: 1-2=17(F=-10), 2-5=12(F=-10), 3-4--10(F), 4-6=17(F=-10), 6-27=13(F=-50), 11-27=23(F=-40), 11-13=16,19-20=14,14-19=-6
<br />Horz: 1-2=-37, 2-5=-32, +6=-37, 6-13=-26, 14-21=19, 3-20=-19, 1-3=-19
<br />6) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (pIf)
<br />Vert: 1-2=6(F=-10), 2-5=21(F=-10), 3-4=-10(F), 4-6=6(F=-10), 6-27=-12(F=-50), 11-27-2(F=-40), 11-13=16,14-20=-6
<br />Hon: 1-2=-26, 2-5=-41, 4-13=-26, 14-21=19, 3-20=-19, 1-3=-19
<br />7) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (pIf)
<br />Vert: 1-2=1(F=-10), 2-5-4(F=-10), 3-4=-10(F), 4-6=1(F=-10), 6-27=-32(F=-50), 11-27=-22(F=-40), 11-13=6,19-20=14,14-19=-6
<br />Horz: 1-2--21,2-5--16,4-6-21,6-13=-16,14-21=19,3-20-19,1-3=-19
<br />8) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (pIf)
<br />Vert: 1-2=-4(F=-10), 2-5=11(F=-10), 3-4--10(F), 4-6=4(F=-10), 6-27=-38(F=-50), 11-27=28(F=-40), 11-13=6,14-20-6
<br />Horz: 1-2--16,2-5--31,4-13-16, 14-21=19,3-20=-19,1-3--19
<br />9) 1 st Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Vert: 1-5=-40(F=-10), 3-4-10(F), 4-6=-40(F=-10), 6-27=-170(F=-50), 11-27=160(F=-40), 11-13-30,14-20-10
<br />Concentrated Loads (lb)
<br />Vert: 1=-300
<br />10) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (plf)
<br />Vert: 1-5=-40(F=-10), 3-4-10(F), 4-6=-40(F=-10), 6-27=-170(F=-50), 1 1-27=-160(F=-40), 11-13=-30,14-20=-10
<br />Concentrated Loads (lb)
<br />Vert: 23=-300
<br />11) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Vert: 1-5-40(F=-10), 3-4--10(F), 4-6--40(F=-10), 6-27-170(F=-50), 11-27=-160(F=-40),11-13=-30,14-20=-10
<br />Concentrated Loads (lb)
<br />Vert: 5=-300 .
<br />12) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (plf)
<br />Vert: 1-5=-40(F=-10), 3-4=-10(F), 4-6=-40(F=-10), 6-27=-170(F=-50), 11-27=-160(F=-40), 11-13=-30,1+20=-10
<br />Concentrated Loads (lb)
<br />Vert 26=-300
<br />13) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pID
<br />Vert: 1-5=40(F=-10), 3-4-10(F),4-6=-40(F=-10), 6-27-170(F=-50), 11-27-160(F=-40), 11-13-30,14-20=-10
<br />Concentrated Loads (lb)
<br />Vert: 28=-300
<br />14) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pIf)
<br />Vert: 1-5=-40(F=-10), 3-4=10(F), 4-6=-40(F=-10), 6-27-170(F=-50), 11-27=-160(F=-40), 11-13=-30,14-20=10
<br />Concentrated Loads (lb)
<br />Vert: 29-300
<br />- 15) 7th Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pIf)
<br />Verl: 1-5=-40(F=-10), 3-4-10(F),4-6=-40(F=-10), 6-27-170(F=-50), 11-27=-160(F=-40), 11-13=-30,14-20-10
<br />Concentrated Loads (lb)
<br />Vert: 30=-300
<br />- 16) 8th Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (plf)
<br />Vert: 1-5-40(F=-10), 3-4-10(F),4-6=-40(F=-10), 6-27-170(F=-50), 1 1-27=-160(F=-40), 11-13=-30,14-20-10
<br />Concentrated Loads (lb)
<br />Vert: 32=-300
<br />17) 9th Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Verinl design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE M!1·7473 BEFORE USB
<br />Design valid for use only with MiTek connectors. This design b based only upon parameters shown, and is foran Individual building component.
<br />Applicabjty of design parameters and properincorporation of component bresponsibmly of bunding designer- not truss designer. Bradng shown
<br />is for lateral support of indMdual web member,only. Additional temporary bracing to Insure stabiaty during construction Es the responsibBity of the
<br />erector. Additional permanent bracing of the overatl structure Is the responsibinty of the building designer. For general guidance regarding
<br />fabrication. quality control. storage. delively. erection and bracing. consult ANSI/Tpll Quamy Criteria. DSB-89 and BCSI Building Component
<br />Safely Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria, VA 22314.
<br />If Sowth«rn Pin,(SP} twinber is *p«ifitd. thide,ign values Gre those elective 06/01/2013 byALSC
<br />iTe
<br />7777 Greenback Lane, Suite 109
<br />Citrus Heights, CA, 95610
|