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Job Truss Truss Type Qty Pty R36138896
<br />12889 E306 SPECIAL 1 1
<br />Timco Truss and Framing Supply, HESPERIA, CA 92345
<br />IJob Reference (optional)
<br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:33 2013 Page 2
<br />ID:aWQIhHladRB4lqyp2U4TlxysDYG-oINDMARZT_ZvAnP59MT(tulmzF6KRaIQU78LzWkkO
<br />LOAD CASE(S) Standard
<br />1) Regular: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pIf)
<br />Vert: 1-24-50,8-24-70, 11-15-10,9-11=-121(F=-111)
<br />Concentrated Loads (tb)
<br />Vert: 1=-1536 11=-2000(F) 24=-240
<br />2) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25
<br />Un Norm Loads (pif)
<br />Vert: 1-24=-10,8-24=30, 11-15-30,9-11=-85(F=-55)
<br />Concentrated Loads (lb)
<br />Vert: 1=-1212 11=-1500(F) 24=-240
<br />3) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33
<br />Untform Loads (pif)
<br />Vert: 1-24=47,8-24=27,14-15=14,11-14=-6,9-11=12(F=18)'
<br />Horz: 15-17=15, 1-8=-37, 9-27=20
<br />Concentrated Loads (lb)
<br />Vert: 1 =103 11 =529(F) 24=-240
<br />4) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (pif)
<br />Vert: 1-24=31,8-24=11, 11-15=-6,9-11=12(F=18)
<br />Hon: 15-17=-20,1-8-21,9-27-15
<br />Concentrated Loads (lb)
<br />Vert: 1=-80 11=246(F) 24=-240
<br />5) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (pif)
<br />Vert: 1-24=47,8-24=27,14-15=14,11-14=-6,9-11=12(F=18)
<br />Hon: 15-17=-19,1-8-37,9-27=19
<br />Concentrated Loads (lb)
<br />Vert: 1=103 11=529(F) 24=-240
<br />6) MWFRS 2nd Wind Parallel: Lumber Increase=1,33, Plate Increase=1.33
<br />Uniform Loads (pif)
<br />Vert: 1-24=36,8-24=16, 11-15=-6,9-11=12(F=18)
<br />Horz: 15-17=-19,1-8=-26,9-27=19
<br />Concentrated Loads (lb)
<br />Vert: 1--80 11=246(F) 24=-240
<br />7) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (pif)
<br />Vert: 1-24=31,8-24=11,14-15=14,11-14=-6,9-11=12(F=18)
<br />Horz: 15-17=-19,1-8=-21,9-27=19
<br />Concentrated Loads (lb)
<br />Vert: 1-157 11=128(F) 24=-240
<br />8) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33
<br />Uniform Loads (pif)
<br />Verl: 1-24=26,8-24=6,11-15=-6,9-11=12(F=18)
<br />Horz: 15-17=-19, 1-8=-16, 9-27=19
<br />Concentrated Loads (lb)
<br />Vert: 1=-196 11=68(F) 24=-240
<br />9) 1 st Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Vert: 1-24=-10,8-24-30, 11-15-10,9-11=-121(F=-111)
<br />Concentrated Loads (lb)
<br />Vert: 1=-1188 11=-1000(F) 24=-240
<br />10) 2nd Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (ptf)
<br />Vert: 1-24=-10, 8-24-30, 11-15-10,9-11=-121(F=-111)
<br />Concentrated Loads (lb)
<br />Vert: 1=-888 11=-1000(F) 18=-300 24=-240
<br />11) 3rd Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Vert: 1-24=-10,8-24=-30, 11-15-10,9-11=-121(F=-111)
<br />Concentrated Loads (lb)
<br />Vert: 1=-888 11=-1000(F) 19=-300 24=-240
<br />12) 4th Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Vert: 1-24=-10,8-24-30, 11-15=-10,9-11-121(F=-111)
<br />Concentrated Loads (lb)
<br />. Vert: 1=-888 11=-1000(F) 21=-300 24=-240
<br />13) 5th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 ·
<br />Uniform Loads (pif)
<br />Vert: 1-24=-10, 8-24=-30, 11-15=10,9-11=-121(F=-111)
<br />Concentrated Loads (lb)
<br />Vert: 1=-888 11=-1000(F) 22=-300 24=-240
<br />14) 6th Moving Load: Lumber Increase-1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Vert: 1-24=-10,8-24-30,11-15-10,9-11=-121(F=-111)
<br />Concentrated Loads (lb)
<br />Vert: 1=-888 11=-1000(F) 23=-300 24=-240
<br />''=1259 Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M]1·7473 BEFORE USE
<br />Design valid for use only with MiTek connectors. This design Is based only upon parameters shown. and Is for an individual building component.
<br />Applicability of design parameters and proper incorporation of component is responsibmly of bunding designer - not truss designer. Bracing shown
<br />is for lateral supporl of Individual web members only. Additional temporaly bracing to insure stabinly during construction h the responsibmy of the
<br />erector. Additional permanent bracing of the overaU structure Is the responsibialy of the building designer. For general guidance regarding
<br />fabrication. qualily control, storage, deliver* erection and bracing. consult ANSI/Trn Qually Criteria, DSB-89 and BCSI Building Component
<br />Safely Information available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandfia. VA 22314.
<br />Il Southern Pine (SP} lumber i, specified,the design valuesere those effective 06/01/2013 by ALS<
<br />1-1
<br />MiTek
<br />7777 Greenback Lane, Suite 109
<br />Citrus Heights, CA, 95610
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