HomeMy WebLinkAbout42230017 - GR2 71 - Truss LayoutRoof Trusses Designed by:ROOF TRUSS LAYOUTScale:1/4" = 1'-0"CAD file:Page:Content:-Checked by:Job Number:Customer:-2207573-12TSBKBrief Description Of RevisionWRITTEN CONSENT OFRESERVEDSPECIFICATIONS AS NECESSARY WITHOUTREPRESENT PROPRIATARY MATERIAL &ARE NOT TO BE COPIED, REPRODUCEDOR UTILIZED WITHOUT THE EXPRESSDUE TO AVAILABILITY AND CONTINUOUSPRODUCT IMPROVEMENT.STARK TRUSS, INC. RESERVES THE RIGHTTO CHANGE PRODUCT TYPES AND\ORStark Truss Co. Inc.THESE DRAWINGS, PLANS & CONTENTS2022 ALL RIGHTSCDateRev. No.NOTICE.Rev. By:Contract Lumber1317 North Owen Street Rensselaer, Indiana 47978FAX (219) 866-2795 PHONE (219) 866-2772SBK1-23-22Layout For ConstructionORIG.123Notes:1. Dimensions: Feet - Inch - Sixteenth2. Dimensions are outside face of bearing to face of truss, unless otherwise noted.3. Truss to truss dimensions are face to face.4. All walls/beams shown are considered load bearing, unless otherwise noted.5. Wall Hts. and Widths are per print.6. All bearing/uplift clips are mark "A" unless otherwise noted.7. See individual truss drawings for permanent bracing requirements.8. Do Not Scale - Call For Missing Dimensions.This Dimensional Truss Placement Drawing is provided as a guide to assist installers with the placement of each individual truss represented.Any integration of units, layouts, or trusses is the responsibility of the Building Designer, Engineer of Record, and/or the Architect.1. These trusses are designed as individual building components to be incorporated into the building design. See individual design sheets for each truss design identified on the placement drawing.2. The general contractor and/or their agents are responsible for verifying all dimensions.3. The general contractor and/or their agents are responsible for the temporary bracing of the trusses.4. The building designer is responsible for the permanent bracing of the roof and floor system and for the overall structure.5. The design of the support structure including foundation, headers, beams, beam to beam connections, walls and columns is the responsibility of the building designer.6. Conventional valley framing shall uniformly transfer load to roof trusses below.7. On knee-wall trusses, additional studding must be added where concentrated loads occur. Material connections designed by others.8. All stick framing and stick framing connections designed by others.9. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 2670 Crain Highway, Ste.203, Waldorf, MD 20601.J01(4)GE02J03T06G01T02GE01G02T02GE03T08J03T07T02T05T04T08V03V04V01V02P02P02P01(4)P03(8)J02(11)T01(3)T03(5)2-00-002-00-001-10-0852-04-002-00-0022-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-0016-06-002-00-002-00-002-00-007-0854-04-0054-04-005-06-002-00-0022-00-001-04-082-00-009-06-002-00-002-00-0011-06-002-00-0038-06-0036-06-0015-05-081-05-08BCBBBBBBBBBLAY01