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Job Truss Truss Type Qty Ply
<br />R36138896
<br />12889 806 SPECIAL 1 1
<br />Timco Truss and Franing Supply, HESPERIA CA- 92345
<br />IJob Reference (optional)
<br />7.250 s May 11 2011 MiTek Industries, Inc. Vkd Mar 27 10:03:33 2013 Page 3
<br />ID:aWQIhH1 adREMIqyp2U#Tlxys[)YG-oINLKV\ARZT_ZvAnP59M7YtulmzF6KRaIQU/BLzWkkO
<br />LOAD CASE(S) Standard
<br />15) 7th 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) 24=-240 25=-300
<br />16) 8th 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) 24=-240 26=-300
<br />17) 9th 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 8=-300 11-1000(F) 24-240
<br />18) 10th 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=4882=-30011 =-1000(F) 24=-240
<br />19) 11th 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 />Veil: 1=-888 11=-1000(F) 20=-300 24=-240
<br />20) 12th 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 />Veil: 1=-888 4=-300 11=-1000(F) 24=-240
<br />21) 13th 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 5=-300 11=-1000(F) 24=-240
<br />22) 14th Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Veil 1-24=-10,8-24-30,11-15-10,9-11=-121(F=-111)
<br />Concentrated Loads (lb)
<br />Verl: 1=-8886=-300 11=-1000(F) 24=-240
<br />23) 15th Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Verl: 1-24=-10,8-24=30,11-15-10,9-11-121(F=dll)
<br />Concentrated Loads (lb) ,
<br />Vert: 1=-8887=-300 11=-1000(F) 24=-240
<br />AWARNING · Verin, design pa,=neters and READ NOTES ON THIS AND INCLUDED MITEK REPERENCE PAGE MI!-7473 BEFORB USE,
<br />Design valid for use only with Mmek connectors. This design Is based only upon parameters shown. and Is for an individual building component.
<br />Applicabmly of design parameters and proper incorporation of component b responsibnity of bunding designer - not truss designer. BracIng shown
<br />is for lateral support of IndMdual web members only. Additional temporary bracing to Insure stabiaty during construction is the responsibaBly 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. delivery. creation and bracing. consult ANSI/TP11 Quality Critefla, DSB-89 and BCSI Building Component
<br />Safely Intormation available from Truss Plate Institute. 781 N. Lee Street Suite 312. Alexandia. VA 22314.
<br />11 Southern Pine ISP) iumber Is specified, the design valu es *re those «ffective 06/01/2013 by ALSC
<br />MiTek
<br />7777 Greenback Lane, Suite 109
<br />Citrus Heights, CA, 95610
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