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HomeMy WebLinkAboutGN010.3 1st fl TrussBBO1 BBO3 FE01 FG01 F02 F02 F04 F05 FG02 FG02 FG03 FE01 F01 F01 F07 F07 F07 F01 F01 F01 FG04F09 FG05 FG06F10 FG07F11F12 FE01 FG01 F02 F02 F03 F04 F05 FG02 FG02 FG03 FE01 F01 F01 F07 F07 F07 F01 F01 F01 FG04F09 FG05 FG06F10 FG07F11F12F01(7)F08(4) F03(4)F01(4) F08(4) F01(4) F03(3)F01(7)F06(4)F06(4)1317N. OwenStreet Rensselaer, IN 47978 1-800-866-7658 Designer: Lanie Gradjan JOBNAME: CUSTOMER NAME: Provenance 3Story Townhomes Contract Lumber JOB#: REN0-046176 DATE: 3/5/2021 JOBNOTES: Preliminarytruss plan not for construction Please see the notes on this drawing for more information. Beams are byothers. Trusses are 24" on center except as shown on this drawing. General Notes: THISISATRUSSPLACEMENTDIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification ofthe Building Designerwhose responsibilities include; the designand bracing of the overall structure, anysupporting structureincluding thewalls, headers, beams and columns and the permanent bracing ofthe roofand floor system. The General Contractorand/ortheiragents are responsible for; the verification of all dimensions, assuring that anyconventional framing shall uniformlytransfer the loads to the trusses below, the temporarybracing of the truss system as well as the permanentweb bracing shown on the individual truss drawing sheets forthe truss designs identified on this placement plan. For general guidance regarding bracing, consult"Bracing of Wood Trusses" available from the Truss Plate Institute583 D'Onofrio Drive, Madison, WI 53179. COMPANY, INC. STARK TRUSS 11/14/21