HomeMy WebLinkAboutM004.024" OCSPACING24" OCSPACINGTruss Connector Total ListManuf Product QtyUSP HUS26 31USP JUS24 2USP RT7A* 100GEORGETOWNLOT 178BSAUSALITOLOT 178AHatch Legend10' CLG.9" STEP CLG2' STEP CLG9' CLGA-C1() HUS26A-C2A-C3() HUS26A-C6A-C7A-C9A-E5A-E3A-E1A-J3A-B6(7) HUS26A-B3(10) HUS26A-B2A-B1A-A4A-A2A-A1A-D1A-F1A-G1A-G2A-D3A-J1A-J2A-V9A-V10A-V11A-V6A-V7A-V8A-V5A-V4A-V3A-V2A-V1A-V12A-V13A-V14JUS24JUS243 PLY2 PLY2 PLY(3) A-C4(3) A-C5(5) A-C8(10) A-E2(4) A-B5(3) A-B4(3) A-A3(3) A-D212-00-00 12-00-0056-04-0080-04-001-06-0086-08-0012-00-0018-04-0830-04-0820-07-009-09-0830-04-086-02-00 8-11-0050-11-0813-01-08 7-06-0086-08-008-11-08 10-08-00 6-02-00 4-10-001-08-009-09-0820-07-001-08-0011-07-007-03-00() UndesignedIMPORTANTTHIS 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#: 23722-23722APO#:Date: 3/11/2021Drawn By: DSDesigned By: DSChecked By:ROOF LOADS:TCLL: 20.0 lb/ft²TCDL: 10.0 lb/ft²BCLL: 0.0 lb/ft²BCDL:10.0 lb/ft²Building Code: IRC 2012Wind Speed: 115 mphOn-Center Spacing: 24" U.N.O.5356.77 SF274.32 LF321.05 LF60.94 LF288.82 LF223.89 LFROOF DATATHIS LAYOUT IS INTENDED FOR THE PURPOSE OF TRUSS LOCATION ANDPLACEMENT ONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION.TG178A14215 LANSON DRCARMEL, INROOF TRUSS PLACEMENT PLAN23722-23722A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916