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HomeMy WebLinkAbout842 Auman West Drive- Roof LayourtA01GEA01A01A01A01A01AA01BA01BA01BA02GEA02A02A02A02A02A02A02A02A03A03A03A03A03A03A03M01GEM01M01M01M01M01M01M01M01G01GE G01 G01 G01 B01GE B01 M03M04M04M04M05M05M05M05M05M05M06M07M07M07M07M07M07M07M07M06A03GEV1 V2 V3 V4 V5 V6 V7CP2CP1CP1 CP1CP1CP1CP1CP1CP1CP1CP1CP1CP1CP1CP1CP1CP22-00-00 1-08-12 1-00-0020-04-08 16-02-00 2-00-0043-06-087-00-00 34-06-08 2-00-0043-06-0810-09-08 6-05-00 11-02-00 19-06-08 47-11-00 17-02-08 2-04-00 16-09-00 11-07-08 47-11-00 IMPORTANT THISDRAWING ISFORFIELD PLACEMENT OF INDIVIDUAL COMPONENTSONLY, AND DOESNOT CONSTITUTEAN ENGINEERED DOCUMENT. NOTE PROPER BEARING ANDBEARING DESIGN INCLUDING ANCHORAGE, ISTHERESPONSIBILITY OF THEBUILDING DESIGNER, ARCHITECT AND /OR BUILDING ENGINEER. REFER TO INDIVIDUAL TRUSSDESIGNSFOR REACTIONS, MINIMUM REQUIRED BEARING SIZE, UPLIFT, AND ADDITIONAL LOADS. 84COMPONENTSDOESNOT ASSUMERESPONSIBILITYIN THESEAREASOF CONCERN. BRACING ERECTION, TEMPORARY, AND PERMANENT BRACING ISTHE RESPONSIBILITY OF THECONTRACTOR AND /OR BUILDING DESIGNER. REFER TOINDIVIDUAL TRUSSDESIGNSFOR ADDITIONAL BRACING REQUIREMENTS. REFERTO BCSI-B1 SUMMARY SHEET. THESTRUCTURAL BUILDING COMPONENTS ASSOCIATION COMMENTARY, AND RECOMMENDATIONSFOR HANDLING, INSTALLING &BRACING METALPLATECONNECTED WOOD TRUSSES. www.sbcindustry.com INSTALLATION DO NOT CUT, DRILL, OR ALTER TRUSSES. ANYQUESTIONS CALL 84COMPONENTS. PROPER INSTALLATION, AND HANDLING OF COMPONENTSISTHERESPONSIBILITY OF THE ERECTING CONTRACTOR. 84COMPONENTSMUST BE NOTIFIED OF ANYPROBLEMS, AND AFFORDED THE OPPORTUNITY TO REVIEW, AND MAKENECESSARY CORRECTIONS, ORNO BACKCHARGESWILL BEACCEPTED ORAPPROVED. WARNING WARNINGS, AND INSTRUCTIONSFORERECTION OFCOMPONENTSAREINCLUDEDIN THEDELIVERY PACKAGE. KEEP THISINFORMATION ON THEJOBSITE. THESE DOCUMENTSWILLALSO BENEEDEDFORJOBSITE INSPECTION. MISUSEAND IMPROPER INSTALLATION OF COMPONENTSMAYRESULT IN FAILURE, BODILY INJURY, LOSS OF PROPERTY, AND /OR LIFE. RoofArea: Overhang Length: Eave Length: HipLength: ValleyLength: Ridge Length: SHEETNUMBER: R1.1 RoofTruss Placement Plan SCALE: NTS Job#: PO#: Date: 2/5/2020 Drawn By: KLD Designed By: KLD 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 2009 Wind Speed: 90 mph On-Center Spacing: 24" U.N.O. 2594.17 SF 124.18 LF 210.78 LF 0 LF 49.7 LF 74.06 LF ROOF DATA THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION., ,ROOF TRUSS PLACEMENTPLANOffice:Fax:05/27/20 William Hohlt