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HomeMy WebLinkAboutM004.0Truss Connector Total List Manuf Product Qty MiTek JUS24 9 USP RT7A*150(4) Undesigned(6) UndesignedM01C J 01 EJ10 EJ09M07 MG05 CJ03Undesigned UndesignedUndesigned (6) M02 (2) EJ08(2) M03 (6) M04 (3) M05 (3) M06(9) M08 LAY2 LAY1 (4) JUS24A01A02A04EJ02 MG01CJ05EJ06 EJ02 MG01 CJ 0 5EJ06MG04 C J 02 EJ05B07 B05 B02 B01 (2) JUS24MG03C01MG02 CJ04EJ07 V02V04V05V01V03JUS24 JUS24JUS24(5) A03 (4) EJ01(3) EJ04(9) B03 (4) B06(4) B04 (2) EJ03 (2) C0235-10-00 13-11-08 21-10-08 4-00-08 12-09-00 5-01-0011-0011-0011-0060-00-0019-10-0010-00 23-01-006-00-00 10-03-00 3-01-0013-08-003-01-00 11-00 11-00 11-00 11-00 11-00 35-10-00 14-02-0021-08-00 3-08-009-04-00 5-09-08 2-10-08 2-07-0811-00 11-00 11-0011-00 11-00 60-00-006-00-00 44-00-001-06-00 8-06-0010-00-0039-01-084-10-08 11-00 11-00 11-00 11-00 IMPORTANTTHISDRAWINGISFORFIELDPLACEMENTOFINDIVIDUALCOMPONENTSONLY, ANDDOESNOTCONSTITUTEANENGINEEREDDOCUMENT.NOTEPROPER BEARINGAND BEARINGDESIGN INCLUDINGANCHORAGE, IS THE RESPONSIBILITY OF THE BUILDINGDESIGNER, ARCHITECT AND /OR BUILDINGENGINEER. REFERTOINDIVIDUALTRUSSDESIGNSFORREACTIONS, MINIMUMREQUIRED BEARINGSIZE, UPLIFT, AND ADDITIONAL LOADS.84COMPONENTS DOES NOT ASSUME RESPONSIBILITY INTHESEAREASOFCONCERN.BRACINGERECTION, TEMPORARY, AND PERMANENT BRACINGIS THERESPONSIBILITY OF THE CONTRACTOR AND /OR BUILDINGDESIGNER. REFERTOINDIVIDUALTRUSSDESIGNSFORADDITIONAL BRACINGREQUIREMENTS. REFER TO BCSI-B1SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTSASSOCIATIONCOMMENTARY, ANDRECOMMENDATIONSFORHANDLING, INSTALLING&BRACINGMETAL PLATE CONNECTEDWOODTRUSSES. www.sbcindustry.comINSTALLATIONDONOTCUT, DRILL, ORALTERTRUSSES. ANYQUESTIONSCALL84COMPONENTS. PROPERINSTALLATION, ANDHANDLINGOF COMPONENTS IS THE RESPONSIBILITY OF THEERECTINGCONTRACTOR. 84COMPONENTS MUST BENOTIFIED OF ANY PROBLEMS, AND AFFORDED THEOPPORTUNITYTOREVIEW, ANDMAKENECESSARYCORRECTIONS, OR NO BACK CHARGES WILL BE ACCEPTEDORAPPROVED.WARNINGWARNINGS, ANDINSTRUCTIONSFORERECTIONOFCOMPONENTSAREINCLUDEDINTHEDELIVERYPACKAGE.KEEP THIS INFORMATION ON THE JOB SITE. THESEDOCUMENTS WILL ALSO BE NEEDED FOR JOB SITEINSPECTION. MISUSEANDIMPROPERINSTALLATIONOFCOMPONENTS MAY RESULT IN FAILURE, BODILY INJURY, LOSSOFPROPERTY, AND/ORLIFE.RoofArea: Overhang Length: EaveLength: HipLength: ValleyLength: RidgeLength: SHEETNUMBER:R1.1RoofTrussPlacement PlanSCALE: NTSJob#: 25013-25013APO#:Date: 6/9/2021Drawn By: MMDesigned By: MMChecked By:ROOFLOADS:TCLL: 20.0 lb/ft²TCDL: 10.0 lb/ft²BCLL: 0.0 lb/ft²BCDL:10.0 lb/ft²Building Code: IRC 2012Wind Speed: 115 mphOn-CenterSpacing:24"U.N.O.2045.41 SF276.05LF64.52 LF75.2 LF24.44LF60.33LFR OOFDATATHIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.TG140 6955 Pickett Place Carmel, Indiana 46033 ROOF TRUSS PLACEMENTPLAN 25013-25013A 1850 N Graham Road Franklin, Indiana 46131 Office:(317) 346-4274 Fax: (317) 346-0916 06/29/21