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HomeMy WebLinkAboutALB11 - Roof Placement PlanJ1GE E1GEF2F3GRF7GRF6 G2GR H1 H 2 H2 H1H3H4H5H4H5H6H6 K1GEK2GEK1GEK2GEL1GE L2GE F4V3AV3BV3CV3BV2AV2BE1GEPBJ1(2)E1(5)E2(3)F1(4)G1(4)K1(4) K1(4)L1(2)E1PB(8)F5(2)20-06-08 14-04-08 18-00-00 4-00-00 3-00-00 12-00-00 3-00-00 4-00-008-00-003-00-009-00-00 12-00-0047-11-00 6-06-009-00-006-06-00 22-00-0013-01-009-00-00 12-10-00 8-06-08 7-02-08 5-09-08 34-11-007-01-084-06-00 3-11-08 2-00-002-00-002-00-002-00-002-00-003-08-002-00-00 2-00-00 2-00-00 2-00-00 1-11-08 2-00-00 2-00-00 2-00-002-00-002-00-002-00-002-00-002-00-002-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-04-08 2-00-00 1-07-08 2-00-00A1GEA3A4GE C1GE D1GE D2GR B1GEV1A V1B V1C V1D V1E V1F V1G D1PB E1PBA1GEPB A1GEPBB1(4)B2(2)B1(2)B3(2) A1PB(17) A1(5)A4(7)A3(4)2-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-01-002-00-001-08-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-00-00 9-00 IMPORTANT THISDRAWING ISFORFIELD PLACEMENT OF INDIVIDUAL COMPONENTSONLY,AND DOESNOT CONSTITUTEAN ENGINEERED DOCUMENT. NOTE PROPERBEARING AND BEARING DESIGN INCLUDING ANCHORAGE,ISTHERESPONSIBILITY OF THEBUILDING DESIGNER,ARCHITECT AND /ORBUILDING ENGINEER. REFER TO INDIVIDUAL TRUSSDESIGNSFORREACTIONS,MINIMUM REQUIRED BEARING SIZE,UPLIFT,AND ADDITIONAL LOADS. 84COMPONENTSDOESNOT ASSUMERESPONSIBILITY IN THESEAREASOF CONCERN. BRACING ERECTION,TEMPORARY,AND PERMANENT BRACING ISTHE RESPONSIBILITY OF THECONTRACTORAND /ORBUILDING DESIGNER. REFERTO INDIVIDUAL TRUSSDESIGNSFOR ADDITIONAL BRACING REQUIREMENTS. REFERTO BCSI-B1 SUMMARY SHEET. THESTRUCTURAL BUILDING COMPONENTS ASSOCIATION COMMENTARY,AND RECOMMENDATIONSFOR HANDLING,INSTALLING &BRACING METAL PLATECONNECTED WOOD TRUSSES. www.sbcindustry.com INSTALLATION DO NOT CUT,DRILL,ORALTERTRUSSES. ANY QUESTIONS CALL 84COMPONENTS. PROPERINSTALLATION,AND HANDLING OF COMPONENTSISTHERESPONSIBILITY OF THE ERECTING CONTRACTOR. 84COMPONENTSMUST BE NOTIFIED OF ANY PROBLEMS,AND AFFORDED THE OPPORTUNITY TO REVIEW,AND MAKENECESSARY CORRECTIONS,ORNO BACK CHARGESWILL BEACCEPTED ORAPPROVED. WARNING WARNINGS,AND INSTRUCTIONSFORERECTION OF COMPONENTSAREINCLUDED IN THEDELIVERY PACKAGE. KEEP THISINFORMATION ON THEJOBSITE. THESE DOCUMENTSWILL ALSO BENEEDED FORJOBSITE INSPECTION. MISUSEAND IMPROPERINSTALLATION OF COMPONENTSMAY RESULT IN FAILURE,BODILY INJURY,LOSS OF PROPERTY,AND /ORLIFE. 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: IBC 2006 Wind Speed: 90 mph On-Center Spacing: 24"U.N.O. 3760.34 SF 238.59 LF 236.6 LF 54.71 LF 83.78 LF 112.96 LF ROOF DATA THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.ASH LAWN BASE, ,ROOF TRUSS PLACEMENTPLANOffice:Fax:09/15/20