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HomeMy WebLinkAboutM004.0 - TRUSS LAYOUT 24" OC SPACING24" OC SPACING 24" OC SPACING 5-0-021-8-017-4-010-0-054-0-054-0-020-0-0 15-10-0 35-10-0 8-0-0 15-2-0 12-8-0 35-10-0 6-0-0E01 C01 C02 A01 A04 D02 D01 B01J08J05J04J01(10) A02(7) A02(3) A03(3) B02 (7) J07 (6) J06 (2) J03 (5) J02 1-4-0 2-0-0 1-8-0 IMPORTANT THIS DRAWING IS FORFIELD PLACEMENT OF INDIVIDUAL COMPONENTS ONLY, AND DOES NOT CONSTITUTE AN ENGINEERED DOCUMENT. NOTE PROPER BEARING ANDBEARING DESIGNINCLUDING ANCHORAGE, IS THERESPONSIBILITY OF THE BUILDING DESIGNER, ARCHITECT AND /OR BUILDINGENGINEER. REFER TO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS, MINIMUM REQUIRED BEARING SIZE, UPLIFT, AND ADDITIONAL LOADS. 84 COMPONENTS DOES NOT ASSUME RESPONSIBILITYIN THESE AREAS OF CONCERN. BRACING ERECTION, TEMPORARY, AND PERMANENT BRACING IS THE RESPONSIBILITY OFTHE CONTRACTOR AND / OR BUILDING DESIGNER. REFER TOINDIVIDUAL TRUSS DESIGNS FOR ADDITIONAL BRACING REQUIREMENTS. REFER TO BCSI-B1 SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTS ASSOCIATION COMMENTARY, AND RECOMMENDATIONS FOR HANDLING, INSTALLING &BRACING METALPLATECONNECTED WOOD TRUSSES. www.sbcindustry.com INSTALLATION DO NOT CUT, DRILL, OR ALTER TRUSSES. ANYQUESTIONS CALL 84 COMPONENTS. PROPER INSTALLATION, AND HANDLING OF COMPONENTS IS THE RESPONSIBILITY OF THE ERECTING CONTRACTOR. 84 COMPONENTS MUSTBE NOTIFIED OF ANYPROBLEMS, AND AFFORDED THE OPPORTUNITY TO REVIEW, AND MAKENECESSARY CORRECTIONS, ORNO BACKCHARGES WILL BE ACCEPTED ORAPPROVED. WARNING WARNINGS, AND INSTRUCTIONS FORERECTION OFCOMPONENTS ARE INCLUDEDIN THE DELIVERY PACKAGE. KEEP THIS INFORMATION ONTHEJOB SITE. THESE DOCUMENTS WILLALSO BENEEDEDFORJOB SITE INSPECTION. MISUSE AND IMPROPER INSTALLATION OF COMPONENTS MAYRESULT IN FAILURE, BODILY INJURY, LOSS OFPROPERTY, AND / ORLIFE. RoofArea: Overhang Length: Eave Length: HipLength: ValleyLength: Ridge Length: SHEETNUMBER: R1.1 RoofTruss Placement Plan SCALE: NTS Job#: 2200136-2200136A PO#: Date: 1/24/2022 Drawn By: MM Designed By: MM Checked By: ROOF LOADS: TCLL: 20.0 lb/ft² TCDL: 10.0 lb/ft² BCLL: 0.0 lb/ft² BCDL:10.0 lb/ft² Building Code: IRC 2012 Wind Speed: 115 mph On-Center Spacing: 24" U.N.O. 2353.78 SF 170.92 LF 161.7 LF 0 LF 0 LF 64.17 LF ROOF DATA THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDING CONSTRUCTION.TG131SohoPickett PlaceCarmel, IndianaROOF TRUSS PLACEMENTPLAN2200136-2200136A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916 05/05/22