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Job Truss Truss Type Qty ply 1 R36138900
<br />12889 Blo
<br />Tinlco 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 10:03:38 2013 Page 3
<br />ID:aWQIhHladRB#lqyp2U4TlxysDYG-giBE_DY0F65Hggaleele<qbbningdnd?JviCusZzWkkJ
<br />LOAD CASE(S)
<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), 1 1-13=-30, 14-20=-10
<br />Concentrated Loads (lb)
<br />Vert: 33=-300
<br />18) 10th 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: 34=-300
<br />19) 11th 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=-30,14-20=-10
<br />Concentrated Loads (lb)
<br />Vert: 13=-300
<br />20) 12th 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: 2=-300
<br />21) 13th 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 />22) 14th 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 />Veil: 7=-300
<br />23) 15th 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 />Veil: 8=-300
<br />24) 16th 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=-30,1+20=10
<br />Concentrated Loads (lb)
<br />Vert: 9=-300
<br />25) 17th 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=-30,1+20=-10
<br />Concentrated Loads (lb)
<br />Vert: 31 =-300
<br />26) 18th 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 />Ven: 11=-300
<br />27) 19th Moving Load: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Vert: 1-5-40(F=-10), 34-10(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: 12=-300
<br />WARNING - Verifw design parameters and READ NOTES ON THIS AND INCLUDED MITEK REPERENCB PAGE MII-7473 BEFORE USE
<br />Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is foran individual building component.
<br />Applicabinly of design parameters and proper incorporation of component is responsibmly 01 bunding designer - not truss designer. Bradng shown
<br />is for lateral support of indMdual web members only. Additional temporary bracing to insure stabioly during construction b the responsibUty of the
<br />erector. Additional permanent bracing of the overan structure Is the responsibigly of the building designer. For general guidance regarding
<br />fabrication. quality control storage. dervery. erection and bracing. consult ANSI/TPil Quanty Criteria. DSB-89 and BCSI Building Component
<br />Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria. VA 22314.
<br />H Southern Pine ISP} tumber b specified. the design values are those .flactive 06/01/2013 by ALSC
<br />iTe
<br />7777 Greenback Lane. Suite 109
<br />Citrus Heights, CA, 95610
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