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Job Truss Truss Type . Qty Ply
<br />R36138898
<br />12889 B08 SPECIAL 6 1
<br />Timco Truss and Framing Supply, HESPERIA CA 92345
<br />Job Reference (optional)
<br />7.250 s May 11 2011 MiTek Industries, Inc Wed Mar 27 10:03:35 2013 Page 2
<br />ID:aWQII,HladREMIqyp2U#TlxysDYG-I7V5MBWBzBjipDKAVAMBqezzF2ZeLaEvtDkzEGEzWkkM
<br />LOAD CASE(S) Standard
<br />1) Regular: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Vert: 1-6=-50,6-8=-70,9-14=-10
<br />Concentrated Loads (lb)
<br />Vert: 1=-1536 6=-1536
<br />2) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (p If)
<br />Vert: 1-6-10,6-8=-30,9-14-30
<br />Concentrated Loads (lb)
<br />Vert: 1=-1212 6=-1212
<br />3) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (pif)
<br />Vert: 1-6=47,6-8=27,13-14=14,9-13=-6
<br />Horz: 14-16=15, 1-8=-37, 9-27=20
<br />Concentrated Loads (lb)
<br />Vert: 1=103 6=103
<br />4) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (plf)
<br />Vert: 1-6=31,6-8=11,9-14=-6
<br />Horz: 14-16-20,1-8-21,9-27=15
<br />Concentrated Loads (lb)
<br />Vert: 1=-80 6=-80
<br />5) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (pif)
<br />Vert: 1-6=47,6-8=27,13-14=14,9-13=-6
<br />Horz: 14-16=-19,1-8-37,9-27=19
<br />Concentrated Loads (lb)
<br />Vert: 1=103 6=103
<br />6) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (pif)
<br />Vert: 1-6=36,6-8=16,9-14=-6
<br />Horz: 14-16=-19,1-8=-26,9-27=19
<br />Concentrated Loads (lb)
<br />Vert: 1=-80 6=-80
<br />7) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (p If)
<br />Vert: 1-6=31,6-8=11, 13-14=14,9-13=-6
<br />Hon: 14-16=-19,1-8=21,9-27=19
<br />Concentrated Loads (lb)
<br />Vert: 1=-157 6=-157
<br />8) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (plf)
<br />Vert: 1-6=26,6-8=6,9-14=-6
<br />Horz: 14-16=-19,1-8=-16,9-27=19
<br />Concentrated Loads (lb)
<br />Vert: 1 =-196 6=-196
<br />9) 1st Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (plf)
<br />Vert: 1-6=-10,6-8=-30,9-14=10
<br />Concentrated Loads (lb)
<br />Vert: 1=-11886-888
<br />10) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Vert: 1-6-10,6-8=-30,9-14-10
<br />Concentrated Loads (lb)
<br />Vert: 1=-8886=-888 17=-300
<br />11) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Vert: 1-6-10,6-8-30,9-14-10
<br />Concentrated Loads (lb)
<br />Vert: 1=-888 6=-888 18=-300
<br />12) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Vert: 1-6-10,6-8=-30,9-14=-10
<br />Concentrated Loads (lb)
<br />Vert: 1=-888 6=-888 20=-300
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<br />13) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (p If)
<br />Vert: 1-6-10,6-8=-30,9-14=-10
<br />Concentrated Loads (lb)
<br />Vert: 1=-888 6=-888 21=-300
<br />14) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Vert: 1-6-10,6-8=-30,9-14-10
<br />Concentrated Loads (lb)
<br />Vert: 1=-888 6=-888 23=-300
<br />Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mli-7473 BEFORE USE
<br />Design valid for use only with Mirek connectors. This design is based only upon parameters shown. and is foran individual building component.
<br />Applicabmly of design parameters and proper incorporation of component is responsibmly of building designer - not truss designer. Bracing shown
<br />Is for lateral support of IndMdual web members only. Additional temporary bracing to insure slabilily during construction b the responsibillity of the
<br />erector. Additional permanent bracing of the overall structure Is the responsibmty of the building designer. For general guidance regarding
<br />fabrication. quality control storage. delivery, erection and bracing, consult ANSI/TPIl Quallty Criteria, DSB-89 and SCSI BuOding Component
<br />Safety Information available from Truss Plate Institute. 781 N. Lee Skeet, Suile 312, Alexandria. VA 22314.
<br />11 Southern Pine ISP} lumber Is ipecified, ths design values *re those,flertive 06/01/2013 byALSC
<br />MiTek
<br />7777 Greenback Lane. Suite 109
<br />Citrus Heights, CA, 95610
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