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HomeMy WebLinkAboutM004.0Truss Connector Total ListManufProduct QtyMiTekJUS24 8MiTekJUS26 7MiTekTHD26-2 1MiTekTHDH28-2 1USP RT7A* 130M05M05B01 MG02CJ01EJ04MG02CJ01EJ04MG01M02M01M03M03(3) JUS24A07(5) JUS26(2) JUS26 D04 A04A03A02A01(2) JUS24MG05E01 A06D01D02C04 C01 MG03CJ02EJ05MG04CJ03EJ06V01V03V05V03V06V07V08V02 V04JUS24JUS24THDH28-2THD26-2JUS24JUS26(6) M06(7) EJ01(4) EJ02(8) M04 (6) A05(4) EJ03(2) E03(2) E02 (3) D03(2) C05 (5) C03 (2) C0235-10-007-10-00 17-08-00 10-04-005-07-00 2-03-007-04-00 3-00-0011-0011-0011-0011-0060-00-0010-00-0016-04-00 30-08-00 3-00-00 5-00-005-00-00 22-02-08 8-05-08 11-0011-0011-0011-0011-0035-10-002-10-0012-08-00 12-06-00 7-10-00 2-03-005-07-0011-00 11-0011-00 11-0011-00 60-00-003-00-00 4-00-001-00-0021-08-00 25-04-00 5-00-0011-00 11-0011-003-08-08 14-03-00 3-08-0811-00 11-0011-00IMPORTANTTHISDRAWINGISFOR 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#: 24272-24272APO#: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.2259.97 SF214.17 LF78.36LF86.98 LF40.78 LF55.75 LFROOFDATATHIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.TG1376931 Pickett PlaceCarmel, Indiana46033ROOFTRUSSPLACEMENTPLAN24272-24272A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-091605/20/21