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HomeMy WebLinkAboutM004.0Truss Connector Total ListManufProduct QtyUSP JUS2419USP THD26-2 3USP RT7A*140C03C01A01A03A02A02D01A05D03B04B05D02B01 M01M01M01MG01CJ01EJ04 MG01CJ01EJ04MG02CJ02EJ05MG02CJ02EJ05 CJ03V07V04V01V05V03V02V08V06(6) C02(5) A02(10) A04 (2) B02 (2) B03(7) EJ03(5) M04(4) EJ01(4) EJ02(9) M02 (8) M0335-10-0019-07-06 16-02-105-02-08 13-03-08 17-04-0011-0011-006-00-0053-08-00 36-06-0814-09-00 2-04-0859-08-0011-0011-0011-0035-10-0014-02-00 11-01-00 10-07-005-02-08 8-11-08 5-03-00 5-10-00 4-00-086-06-0811-0011-0011-0011-0059-08-002-04-0814-09-00 21-10-08 14-08-00 6-00-003-03-00 8-03-00 3-03-00 3-02-08 8-03-00 3-02-0811-00 11-0011-0011-0011-0011-00IMPORTANTTHISDRAWINGISFOR 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#: 26361-26361APO#:Date: 9/28/2021Drawn 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.2034.53 SF218.21 LF54.74LF64.17 LF48.47 LF74.96 LFROOFDATATHIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.TG95Chelsea6988 Pickett PlaceCarmel, Indiana46033ROOFTRUSSPLACEMENTPLAN26361-26361A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-091610/12/21