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Job Truss Truss Type Qty Ply 1 R36138897 <br />12889 B07 <br />Tin,co Truss and Framing Supply, HESPERIA, CA. 92345 <br />SPECIAL 2 2|Job Reference (optional) <br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:34 2013 Page 3 <br />ID:aWQIhHladREMIqyp2U4TlxysDYG-Hx48r·V\/Ctbr831_ypgbilQC9AMtrq3L4EgjnzWkkN <br />LOAD CASE(S) Standard <br />Concentrated Loads (lb) <br />Ved: 1--1746 6=-1746 23=-300 <br />15) 7th 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 />Ved: 1=-1746 6=-1746 24=-300 <br />16) 8th 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=-1746 6=-1746 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=-1746 8=-300 6=-1746 <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=-1746 2=-300 6=-1746 <br />19) 11 th 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=-1746 6=-1746 19=-300 <br />20) 12th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 <br />Uniform Loads (pIf) <br />Veil 1-6-10,6-8=-30,9-14-10 <br />Concentrated Loads (lb) <br />Vert: 1=-1746 4=-300 6=-1746 <br />21) 13th Moving Load: Lumber Increase=1.25, Plate Increase=1.25 <br />Uniform Loads (plf) <br />Verl: 1-6-10,6-8=-30,9-14-10 <br />Concentrated Loads (lb) <br />Vert: 1=-1746 6=-1746 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=-1746 6=-2046 <br />23) 15th 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 />Vert: 1=-1746 6=1746 25=-300 <br />·t <br />AWARNING · Verify design parameters and READ NOTES ONTNISAND INCLUDED MITEK REPERENCE PAGE MI!·7473 BEFORE USE, <br />Design valid for use only with MiTek connectors. This design b based only upon parameters shown. and Is for an Individual building component. <br />Applicabmty of design parameters and proper incorporation of component is responibnity of building designer - not truss designer. Bracing shown <br />Is for lateral support of individual web members only. Additional temporary bracing to insure stabinty during construction b theresponsib®ly of the <br />erector. Additional permanent bracing of the overaO structure is the responsibinly of the building designer. For general guidance regarding <br />fabrication. quality control storage. delivery. erection and bracing. consult ANSI/TPil Quality Criteria, DSB-89 and SCSI Building Component <br />Sately InformaHon available from Truss Plate Institute. 781 N. lee Street. Suite 312. Alexandria. VA 22314. <br />H Southern Pin*ISP} lumbar lsipecified. the disign valuel era those offective 06/01/2013 byALSC <br />ie <br />7777 Greenback Lane, Suite 109 <br />Citrus Heights, CA, 95610