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Job Truss Truss Type Qty Pty
<br />R36138897
<br />12889 B07
<br />Tirrco Truss and Franing Supply, HESPERIA, CA 92345
<br />SPECIAL-2 2 bob Reference (optional)
<br />7.250 s May 11 2011 MiTek Industries, Inc. WW Mar 27 10:03:342013 Page 2
<br />ID:aWQIhHladREMIqyp2U4TlxysDYG-11,048rWCtbr831_ypgbfIQC9Al,ltrq3L#EginzWkkN
<br />NOTES
<br />11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3251 Ib down and 556 Ib up at 27-10-4, and 3251 Ib down and 556 Ib
<br />up at 0-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others.
<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=-3251 6=-3251
<br />2) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (plf)
<br />Vert: 1-6-10,6-8=-30, 9-14-30
<br />Concentrated Loads (lb)
<br />Vert: 1=-2498 6=-2498
<br />3) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (plf)
<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=556 6=556
<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 />Hon: 14-16=-20, 1-8=-21, 9-27=-15
<br />Concentrated Loads (lb)
<br />Vert: 1=131 6=131
<br />5) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (plf)
<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=556 6=556
<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 />Hon: 14-16=-19, 1-8=-26, 9-27=19
<br />Concentrated Loads (lb)
<br />Vert: 1=131 6=131
<br />7) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (pif)
<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 =-486=48
<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 />Hon: 14-16=-19,1-8=-16,9-27=19
<br />Concentrated Loads (lb)
<br />Vert: 1=-137 6=-137
<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=-2046 6=-1746
<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=-1746 6=-1746 17=-300
<br />11) 3rd 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=-1746 6=-1746 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%.1746 6=-1746 20=-300
<br />13) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />- Uniform Loads (pID
<br />Vert: 1-6-10,6-8=-30,9-14-10
<br />Concentrated Loads (lb)
<br />Vert: 1=-1746 6=-1746 21=-300
<br />14) 6th Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pll)
<br />Vert: 1-6=10,6-8-30,9-14-10
<br />Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REPERENCE PAGE MII-7473 BEFORE USE
<br />Design valid for use only with MiTek connectors. This design b based only upon parameters shown, and is for an individual building component.
<br />Applicability of design parameters and proper incorporation of component is responsibility of building designer - not tluss designer. Bradng shown
<br />is for lateral support of IndMdual web member; only. Additional temporary bracing to insure slabilly during construction b the responsibBity of the
<br />erector. Additional permanent bracing of the overall structure is the responsibinly of the building designer. For general guidance regarding
<br />fabrication, quality control. storage, denvery. erection and bracing. consult ANSI/TP11 Quality Criteria, DSB-89 and SCSI Buiding Componenl
<br />Safely Information available from Truss Plate Institute. 781 N. lee Skeet, Suite 312, Alexandria. VA 22314.
<br />If Southe rn Pint (SP) tumbe, i,specified, the design values gre those affeclive 06/01/2013 by ALSC
<br />iTe
<br />7777 Greenback Lane, Suite 109
<br />Citrus Heights, CA, 95610
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