Laserfiche WebLink
b <br />Truss <br />Truss Type <br />Qty <br />Ply <br />Dupont <br />T20455626 <br />2591-X <br />r77 <br />A8G <br />Roof Special Girder <br />1 <br />1 <br />Job Reference (optional) <br />American Builder Supply, Sanford, FL ts.3:3D s May b zuzu mi I eK Inaustrles, inc. t-n dun 1z 13:4t5:4V zuzu rage z <br />ID:RWGiORDIF509gYXBdOupOozldd5-UkEkeRYlyymp_xUggsuLTFke4FwPt8vWnP PmU?z7?ti <br />LOAD CASE(S) Standard <br />Uniform Loads (ptf) <br />Vert: 1-3=54, 3-6=54, 6-7=54, 7-8=54, 8-11=54, 18-21=20 <br />Concentrated Loads (Ib) <br />Vert: 3=166(F) 17=378(1`) 24=-116(F) 26=-116(F) 30=63(F) 31=63(F) <br />AWARN/NG - Verliy design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 114II-7473rev. 10/032015 BEFORE USE. <br />easess . <br />Design valid for use only with MTek® 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 Welding of individual truss web and/or chord members only. Additional temporary and permanent bracing <br />MiTek* <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 ANSYMI Quality C~a, DSO-89 and BCSi Building Component <br />6904 Parke Fast Blvd. <br />Se" inlbrmWdon available from Truss Plate Institute, 218 N. Lee Street, Suke 312, Alexandria, VA 22314. <br />Tampa, FL 36610 <br />