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HomeMy WebLinkAboutM004.0Truss Connector Total ListManufProduct QtyMiTekJUS242MiTekJUS261MiTekTHD26-2 1USP RT7A*130M03M08B02B01EJ02MG03C J02EJ04 EJ02MG03CJ02EJ04M01M05M05E01C01A04A03A02A01MG02C02D01A07MG01 CJ01EJ05V01V02JUS24THD26-2JUS26JUS24(2) M04(5) M07(4) EJ03(7) M02(6) M06(4) A05 (7) A05(3) EJ01(3) C03(3) A06(2) D0235-10-008-00-00 15-02-00 12-08-004-03-10 3-08-0611-0011-0011-0011-0060-00-005-08-0049-08-004-08-00 38-10-0810-09-08 11-0011-0011-0035-10-008-00-00 12-00-00 15-10-004-03-10 3-09-083-08-06 8-02-0811-00 11-00 11-0011-00 60-00-006-00-00 3-08-001-04-0021-08-00 18-08-00 8-08-0011-00 11-0011-0011-0011-0011-0011-00 11-00IMPORTANTTHISDRAWINGISFOR 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#: 24550-24550APO#:Date: 5/4/2021Drawn 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.2307.62 SF236 LF119.45 LF61.96 LF13.81 LF47.07 LFROOFDATATHIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.TG15714272 Wilbur RoadCarmel, IndianaROOFTRUSSPLACEMENTPLAN24550-24550A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-091605/21/21