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Job Truss Truss Type Qty Pty <br />R36138893 <br />12889 803 <br />Timco Truss and Frarning Supply, HESPERIA. CA. 92345 <br />SLOPING FLAT 2 2 |Job Reference (optional) <br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:29 2013 Page 2 <br />ID:aWQIhHladRB4lqyp2U4TlxysDYG-wz8q58RNNLyZ5ltoAG4PyijE.*gamAZi_qpvmazWkkS <br />NOTES <br />10) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angte 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.Olb 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): 100-0 from 0-0-0 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 />WARNING · verify design parameters and READ NOTES ON TWISAND INCLUDED MITEK REPERENCE PAGB MH.7473 BEFORB USE. <br />Design valld for use only with Mirek connectors. Thb design b based only upon parameters shown. and is for an individual building component. <br />Applicabmly of design parameters and proper incorporation of component b responsibmty of buBding designer - not truss designer. Bracing shown <br />is for lateral support of tndividual web membels only. Additional temporary bracing to insure stabmly during construction b theresponsibanty of the <br />erector. Additional pemlanent bracing of the overall structure is theresponsibinly of the building designer. For general guidance regarding <br />fabrication, quality control storage. deliver, erection and bracing. consult ANSI/TPI 1 QuaOty Criteria, DSB-89 and SCSI Bunding Componenl <br />Safety Information available from Truss Plate Institute. 781 N. Lee Street, Suite 31 2 Alexandria. VA 22314. <br />Il Southern Pine ISP} tumber is specified, the disign values we those efTe,tive 06/01/2013 by ALK <br />7777 Greenback Lane, Suite 109 <br />Citrus Heights, CA, 95610