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Job Truss Truss Type Qty Ply <br />R36138887 <br />12889 A01 <br />Timco Truss and Framing Supply, HESPERIA CA. 92345 <br />CAL. HIP 2 2 |Job Reference (optional) <br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:20 2013 Page 2 <br />ID:aWQII,HladRB41qyp2U4TlxysDYG-hE5O(3lf,Vaqq\Nhl8tQ!504TWbCZdGgmvqxEbzWkkb <br />LOAD CASE(S) Standard <br />1) Regular: Lumber Increase=1.25, Plate Increase=1.25 <br />Uniform Loads (plf) <br />Vert: 1-3=-80,3-14=-80, 14-19=-191,7-19=-80,7-9-80,2-8=-24(F=-14) <br />Concentrated Loads (lb) <br />Vert: 3=-6937=-693 <br />l <br />7 <br />AWARNING ·Verify design parameters and READ NOTES ON THISAND INCLUDED MITEK REPERENCE PAGE MI!-7473 BEFORB USS <br />Design valid for use only with MiTek connectors. This design b based only upon parameters shown. and is for on indMdual building component. <br />ApplicabiBly of design parameters and proper incorporation of component is responsibBity of bunding designer - not truss designer. Bracing shown <br />is for lateral support of indMdual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the <br />erector. Additional permanent bractng of the overaO structure is the responsibmty of the building designer. For general guidance regarding MiTek* <br />fabrication, qualily control storage, delivery, erection and bracing, consult ANSI/TP11 Qui[Hy Criteria, DSB-89 and SCSI BuOdtng Component 7777 Greenback Lane, Suite 109Safely Information available from Truss Plate Institute. 781 N. lee Street. Suite 312. Alexandria. VA 22314.Cdrus Heights, CA, 95610If South ern Pine (SP} lumber b specified, the disign values gre those e#active 06/01/2013 by ALSC <br />.