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Job Truss Truss Type Qty Pty <br />R36138892 <br />12889 B02 SLOPING FLAT 45 1 <br />Tin,co Truss and Framing Supply, HESPERIA CA 92345 <br />IJob Reference (optional) <br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:27 2013 Page 2 <br />ID:aWQIhHladRB#Iqyp2LMTIxysDYG-__004gSQ6'jirr_je2dxtHdtrivCidGiNVlp_hzWk<U <br />LOAD CASECS) Standard <br />1) Regular: Lumber Increase=1.25, Plate Increase=1.25 <br />Uniform Loads (pif) <br />Vert: 1-3=-80(F=-10), 4-10=-70, 11-18=-10 <br />Concentrated Loads (lb) <br />Vert: 8=-1657=-165 <br />f <br />WARMING · Verify design parameters and READ NOTES ON THIS AND INCLUDED MIl'EK REFERENCE PAOB MI!-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 />Applicabinty of design parameters and proper incorporation of component b respons[bBity of building designer - not truss designer. Bracing shown <br />is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibmly of.the <br />erector. Additional permanent bracing of the overall structure Is the responsibmly of the building designer. For general guidance regarding <br />fabrication. quality control, storage. delivery, erection and bracing, consutt ANSI/!Pll Quatily Crtle,la. DSB-89 and BCSI Building Componenl <br />Salety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria. VA 22314. <br />If Southern Pine(SP) lumbe, 1, specified, the design values ire those effective 06/01/2013 by ALSC <br />ie ' <br />7777 Greenback Lane, Suite 109 <br />Citrus Heights, CA, 95610