HomeMy WebLinkAboutM004.0Truss Connector Total ListManufProduct QtyUSP HUS2614USP RT7A*10024" OCSPACING 24" OC SPACINGHatch Legend2' STEP CLG53-08-00 6-00-0059-08-006-00-00 11-01-08 21-10-08 20-08-0059-08-0010-07-00 11-01-00 14-02-0035-10-0016-02-08 19-07-0835-10-00A01(7) HUS26 (7) HUS26 A05C01C03B01B02B03 D01J03J06J01D02V01V02V03V01 V02 V03 2 PLY3 PLY(7) A02 (5) A02(11) A03 (2) A04 (9) C02(8) J04 (9) J05(5) J02IMPORTANTTHIS DRAWINGIS FOR FIELD PLACEMENT OF INDIVIDUALCOMPONENTS ONLY,AND DOES NOT CONSTITUTE ANENGINEERED DOCUMENT.NOTEPROPER BEARINGAND BEARINGDESIGN INCLUDINGANCHORAGE,IS THE RESPONSIBILITY OF THE BUILDINGDESIGNER,ARCHITECT AND /OR BUILDINGENGINEER. REFERTO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS,MINIMUMREQUIRED BEARINGSIZE,UPLIFT,AND ADDITIONAL LOADS.84 COMPONENTS DOES NOT ASSUME RESPONSIBILITY INTHESE AREAS OF CONCERN.BRACINGERECTION,TEMPORARY,AND PERMANENT BRACINGIS THERESPONSIBILITY OF THE CONTRACTOR AND /OR BUILDINGDESIGNER. REFER TO INDIVIDUAL TRUSS DESIGNS FORADDITIONAL BRACINGREQUIREMENTS. REFER TO BCSI-B1SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTSASSOCIATION COMMENTARY,AND RECOMMENDATIONS FORHANDLING,INSTALLING&BRACINGMETAL PLATE CONNECTEDWOOD TRUSSES. www.sbcindustry.comINSTALLATIONDO NOT CUT,DRILL,OR ALTER TRUSSES. ANY QUESTIONSCALL 84 COMPONENTS. PROPER INSTALLATION,ANDHANDLINGOF COMPONENTS IS THE RESPONSIBILITY OF THEERECTINGCONTRACTOR. 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.RoofArea: Overhang Length: Eave Length: HipLength:ValleyLength: Ridge Length: SHEETNUMBER:R1.1RoofTrussPlacementPlanSCALE: NTSJob#: 24249PO#:Date: 4/16/2021Drawn 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.2094.22 SF178.08 LF116.08 LF0 LF52.77 LF96.62 LFROOF DATATHIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.TG867019 PICKETT PLACECARMEL , INROOFTRUSSPLACEMENTPLAN242491850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-091605/26/21