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Job Truss Truss Type Qty Pty <br />R36138891 <br />12889 B01 <br />Timco Truss and Franvng Supply, HESPERIA, CA 92345 <br />SLOPING FLAT 1 2 Job Reference (optional) <br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:26 2013 Page 2 <br />ID:aWQIhH1 adRB#lqyp2U4TlxysDYG-WOShT6PU4Qa_EqBRU/XiK35jixZ3zCzYBA FRFzWkkV <br />NOTES <br />10) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. <br />11) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. <br />12) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all panel points along the Top Chord, <br />nonconcurrent with any other live loads. <br />13) Girder carries tie-in span(s): 10-0-0 from 000 to 39-6-12 <br />14) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. <br />LOAD CASE(S) Standard <br />1) Regular Lumber Increase=1.25, Plate Increase=1.25 <br />Uniform Loads (pif) <br />Vert: 1-3=-76, 4-11=-76, 12-19=-172(F=-162) <br />AWARNING · Verity design parameters and READ NOTES ON THISAND INCLUDED MITEK REPERENCE PAGE M]!·7473 BEFORB USE <br />Design valid for use only with Mrrek connectors. This design Is based only upon parameters shown, and is for an IndMdual building component. <br />Applicabilily of design parameters and proper incorporation of component is responsibmty of building designer - not truss designer. Bradng shown <br />is for lateral support of indMdual web members only. Additional temporary bracing to insure stability during construction b the responsibunty of the <br />erector. Additional pemlanent bracing of the overall structure is the responsibiNty of the building designer. For general guidance regarding <br />fabrication. quality control. storage, delively. erection and bracing, consult ANSI/!Pll Quarily Criteria, DSB-89 and SCSI BundIng Component <br />Safety Information available from Truss Plate Institute. 781 N. Lee Street Suite 312, Alexandria, VA 22314. <br />Il Southern Pine (SP) lumber i, specifi ed. the d,sign vatutiere those efTective 06/01/2013 by ALSC <br />MiTek <br />7777 Greenback Lane, Suite 109 <br />Citrus Heights, CA, 95610 <br />..@