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Job Truss Truss Type Qty Pty R36138898 <br />12889 B08 SPECIAL 6 1 <br />Timco Truss and Framing Supply, HESPERIA, CA 92345 <br />IJob Reference (optional) <br />7.250 s May 11 2011 MiTek Incfustries, Inc. Wed Mar 27 10:03:35 2013 Page 3 <br />ID:aWQIhHladRE,4lqyp2l.MT]xysDYG-In/5MBW8zBjipDIGWA,VBqCzzF2ZelaEvt[)kzEGEzWkkM <br />LOAD CASE(S) Standard <br />15) 7th 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 />Concentrated Loads (lb) <br />Vert: 1=-888 6=-888 24=-300 <br />16) 8th 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 />Veil: 1=-888 6=-888 26=-300 <br />17) 9th 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 8=-300 6=-888 <br />18) 10th 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 2=-300 6=-888 <br />19) 11th 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 19=-300 <br />20) 12th 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=-8884=-3006-888 <br />21) 13th 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 22=-300 <br />22) 14th 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=-1188 <br />23) 15th 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 25=-300 <br />WARNING - Verifi# design parameters and READ NOTES ON THISAND INCLUDED MITEK REFERENCB PAGE MI!·7473 BEFORE USS <br />Design valid for use only with Mirek connectors. This design b based only upon parameters shown. and is for an individual building component. <br />Applicabinly of design parameters and proper Incorporation of component b responsibnity of building designer - not truss designer. Bracing shown <br />Is for lateral support of IndMdual web membeaonly. Additional temporaty bracing to insure stabinty during cons#uctionis the responsibunty of the <br />erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding <br />fabrication. quality control storage. delively. erection and bracing. consult ANSI/TPH Quallty Criteria. DSB-89 and BCSI BuUdIng Component <br />Safely Informallon available from Truss Plate Institute, 781 N. lee Street, Suite 312, Alexandria, VA 22314. <br />Il Southern Pine(SP} lumber isipecified, the disign values are those «Mactive 06/01/2013 by ALSC <br />MiTek <br />7777 Greenback Lane, Suite 109 <br />Citrus Heights, CA, 95610