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HomeMy WebLinkAboutM004.0Truss Connector Total ListManufProduct QtyUSP HUS26 21USP JUS24 4USP THD26-2 1THDHQ26-2 1USP RT7A* 120ME01ME02ME02DE01E01EE01GE01G01CE01AE01(3) HUS26 AG01(9) HUS26(9) HUS26CG01EG01(4) JUS24BE01 FE01F01M02M03M04MG01CJ01M01 V1AV1BV1CV1DV1EV1FV2BV2CV2DV3A V3BV3CV3D V2APB01PB01THD26-2THDHQ26-2 (4) EJ01(8) M05(6) M06(3) D01(5) E02(4) C01(3) A01(9) B01(9) PB02(4) PB0235-10-0010-04-00 17-08-00 7-10-002-00-008-04-001-00-001-00-001-00-001-00-0060-00-005-00-0025-04-00 21-08-00 1-00-004-00-00 3-00-00 13-01-0012-03-00 7-06-001-00-001-00-001-00-001-00-001-00-001-00-0035-10-002-10-00 12-08-00 12-06-00 7-10-001-00-00 1-00-00 1-00-001-00-001-00-0060-00-0010-00-0016-04-00 3-00-00 30-08-0017-05-1213-02-041-00-00 1-00-001-00-001-00-001-00-00 IMPORTANTTHISDRAWINGISFOR FIELD PLACEMENT OF INDIVIDUALCOMPONENTSONLY,AND DOESNOT CONSTITUTE ANENGINEERED DOCUMENT.NOTEPROPER BEARINGAND BEARINGDESIGN INCLUDINGANCHORAGE,ISTHE RESPONSIBILITY OF THE BUILDINGDESIGNER,ARCHITECT AND /OR BUILDINGENGINEER. REFERTO INDIVIDUAL TRUSSDESIGNSFOR REACTIONS,MINIMUMREQUIRED BEARINGSIZE,UPLIFT,AND ADDITIONAL LOADS.84COMPONENTSDOESNOT ASSUME RESPONSIBILITY INTHESE AREASOF CONCERN.BRACINGERECTION,TEMPORARY,AND PERMANENT BRACINGISTHERESPONSIBILITY OF THE CONTRACTOR AND /OR BUILDINGDESIGNER. REFER TO INDIVIDUAL TRUSSDESIGNSFORADDITIONAL BRACINGREQUIREMENTS. REFER TO BCSI-B1SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTSASSOCIATION COMMENTARY,AND RECOMMENDATIONSFORHANDLING,INSTALLING&BRACINGMETAL PLATE CONNECTEDWOOD TRUSSES. www.sbcindustry.comINSTALLATIONDO NOT CUT,DRILL,OR ALTER TRUSSES. ANY QUESTIONSCALL 84COMPONENTS. PROPER INSTALLATION,ANDHANDLINGOF COMPONENTSISTHE RESPONSIBILITY OF THEERECTINGCONTRACTOR. 84COMPONENTSMUST BENOTIFIED OF ANY PROBLEMS,AND AFFORDED THEOPPORTUNITY TO REVIEW,AND MAKE NECESSARYCORRECTIONS,OR NO BACK CHARGESWILL BE ACCEPTEDOR APPROVED.WARNINGWARNINGS,AND INSTRUCTIONSFOR ERECTIONOF COMPONENTSARE INCLUDED IN THE DELIVERY PACKAGE.KEEP THISINFORMATION ON THE JOB SITE. THESEDOCUMENTSWILL ALSO BE NEEDED FOR JOB SITEINSPECTION. MISUSE AND IMPROPER INSTALLATION OFCOMPONENTSMAY RESULT IN FAILURE,BODILY INJURY,LOSSOF PROPERTY,AND /OR LIFE.RoofArea: OverhangLength: Eave Length: HipLength:ValleyLength: Ridge Length: SHEETNUMBER:R1.1RoofTrussPlacementPlanSCALE: NTSJob#: 26307-26307APO#:Date: 9/24/2021Drawn By: MMDesigned By: MMChecked By:ROOF LOADS:TCLL: 20.0 lb/ft²TCDL: 10.0 lb/ft²BCLL: 0.0 lb/ft²BCDL:10.0 lb/ft²BuildingCode: IRC 2012Wind Speed: 115 mphOn-Center Spacing: 24"U.N.O.2262.28 SF125.88 LF223.69 LF16.09 LF73.22 LF80.44LFROOFDATATHIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.TG134Berkeley6948 Pickett PlaceCarmel, Indiana46033ROOFTRUSSPLACEMENTPLAN26307-26307A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-091610/12/21