HomeMy WebLinkAboutAshlawn Truss layoutJ1GEE1GEF2F3GRF7GRF6G2GRH1H 2H2H1H3H4H5H4H5H6H6K1GEK2GEK1GEK2GEL1GEL2GEF4V3AV3BV3CV3BV2AV2BE1GEPBJ1(2)E1(5)E2(3)F1(4)G1(4)K1(4)K1(4)L1(2)E1PB(8)F5(2)20-06-0814-04-0818-00-00 4-00-003-00-00 12-00-00 3-00-004-00-008-00-003-00-009-00-0012-00-0047-11-006-06-009-00-006-06-0022-00-0013-01-009-00-0012-10-008-06-087-02-08 5-09-0834-11-007-01-084-06-003-11-082-00-002-00-002-00-002-00-002-00-003-08-002-00-002-00-002-00-002-00-001-11-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-04-082-00-001-07-082-00-00A1GEA3A4GEC1GED1GED2GRB1GEV1AV1BV1CV1DV1EV1FV1GD1PBE1PBA1GEPBA1GEPBB1(4)B2(2)B1(2)B3(2)A1PB(17)A1(5)A4(7)A3(4)2-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-01-002-00-001-08-082-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-00-009-00IMPORTANTTHIS DRAWING IS FOR FIELD PLACEMENT OF INDIVIDUALCOMPONENTS ONLY, AND DOES NOT CONSTITUTE ANENGINEERED DOCUMENT.NOTEPROPER BEARING AND BEARING DESIGN INCLUDINGANCHORAGE, IS THE RESPONSIBILITY OF THE BUILDINGDESIGNER, ARCHITECT AND / OR BUILDING ENGINEER. REFERTO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS, MINIMUMREQUIRED BEARING SIZE, UPLIFT, AND ADDITIONAL LOADS.84 COMPONENTS DOES NOT ASSUME RESPONSIBILITY INTHESE AREAS OF CONCERN.BRACINGERECTION, TEMPORARY, AND PERMANENT BRACING IS THERESPONSIBILITY OF THE CONTRACTOR AND / OR BUILDINGDESIGNER. REFER TO INDIVIDUAL TRUSS DESIGNS FORADDITIONAL BRACING REQUIREMENTS. REFER TO BCSI-B1SUMMARY SHEET. THE STRUCTURAL BUILDING COMPONENTSASSOCIATION COMMENTARY, AND RECOMMENDATIONS FORHANDLING, INSTALLING & BRACING METAL PLATE CONNECTEDWOOD TRUSSES.www.sbcindustry.comINSTALLATIONDO NOT CUT, DRILL, OR ALTER TRUSSES. ANY QUESTIONSCALL 84 COMPONENTS. PROPER INSTALLATION, ANDHANDLING OF COMPONENTS IS THE RESPONSIBILITY OF THEERECTING CONTRACTOR. 84 COMPONENTS MUST BENOTIFIED OF ANY PROBLEMS, AND AFFORDED THEOPPORTUNITY TO REVIEW, AND MAKE NECESSARYCORRECTIONS, OR NO BACK CHARGES WILL BE ACCEPTEDOR APPROVED.WARNINGWARNINGS, AND INSTRUCTIONS FOR ERECTIONOF COMPONENTS ARE INCLUDED IN THE DELIVERY PACKAGE.KEEP THIS INFORMATION ON THE JOB SITE. THESEDOCUMENTS WILL ALSO BE NEEDED FOR JOB SITEINSPECTION. MISUSE AND IMPROPER INSTALLATION OFCOMPONENTS MAY RESULT IN FAILURE, BODILY INJURY, LOSSOF PROPERTY, AND / OR LIFE.Roof Area:Overhang Length:Eave Length:Hip Length:Valley Length:Ridge Length:SHEET NUMBER:R1.1Roof TrussPlacement PlanSCALE: NTSJob#:PO#:Date: 2/5/2020Drawn By: KLDDesigned By: KLDChecked By:ROOF LOADS:TCLL: 20.0 lb/ft²TCDL: 10.0 lb/ft²BCLL: 0.0 lb/ft²BCDL:10.0 lb/ft²Building Code: IBC 2006Wind Speed: 90 mphOn-Center Spacing: 24" U.N.O.3760.34 SF238.59 LF236.6 LF54.71 LF83.78 LF112.96 LFROOF DATATHIS LAYOUT IS INTENDED FOR THE PURPOSE OF TRUSS LOCATION ANDPLACEMENT ONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION.ASH LAWN BASE, ,ROOF TRUSS PLACEMENT PLANOffice:Fax: