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Job <br />Truss <br />Truss Type <br />Qty <br />Ply <br />Dupont <br />T20455632 <br />772591-X <br />A14G <br />HIP GIRDER <br />1 <br />A <br />L <br />Job Reference (optional) <br />American Builder Supply, Sanford, FL 8.330 s May 6 2020 M7ek industries, Inc. Fri Jun 12 13:48:41 2020 Page 2 <br />ID:RWGiORDIF509gYXBdOupOozldd5 jCliyiRHrVmxlitlMA1T8ZPIVOHH?WEKx9TLCTz7?tq <br />LOAD CASE(S) Standard <br />1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 <br />Uniform Loads (plf) <br />Vert: 1-3=54, 3-8-54, 8-10=54, 2-9=20 <br />Concentrated Loads (lb) <br />Vert: 3=166(B) 8=166(B) 18=-378(B) 5=116(B) 15=63(B) 6=116(B) 14=-63(B) 11=-378(B) 23=116(B) 25=116(B) 26=116(8) 28=116(B) 29=116(B) <br />30=-116(B) 31=116(B) 33=-116(B) 34=-116(B) 36=116(B) 37=-63(B) 38=-63(B) 39=-63(B) 40=63(B) 41=63(B) 42=63(B) 43=-63(B) 44=-63(B) 45= 63(B) <br />46=-63(B) <br />a WARNING • Very design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. <br />• <br />Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not <br />a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall <br />building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing <br />M iTek' <br />is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the <br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS&TPl1 Quality Cdtede, DS849 and SCSI Building Component <br />6904 Parke East Blvd. <br />Sshtylydonnation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. <br />Tampa, FL 36610 <br />