HomeMy WebLinkAboutM004.0Truss Connector Total ListManufProduct QtyMiTekHUS2624MiTekJUS26 1USP JUS24*6USP RT7A* 110Ceiling2' Mech. Step(2) Undesigned(2) UndesignedC03C01A03
B01B03B04B05B01M02CJ 0 2
CJ01EJ05EJ02EJ05EJ01EJ03EJ04V03V07V10V12V05V09V11V13V14V01V02V06 UndesignedUndesigned Undesigned Undesigned (3) C02(4) B02 (6) B04(2) B06(6) M01(2) A01 (4) A02(5) M03(7) M0430-07-0810-00-08 20-07-0011-0011-0086-08-0011-08-08 6-08-08 1-04-003-08-00 1-04-007-06-0029-06-00 11-0012-07-00 24-00-08 61-00-0811-0011-0011-0011-0011-0030-04-0812-00-0018-04-08 11-0011-0011-00E01F03F01D01D03D05D06V04V08(5) F02(2) D02 (2) D02 (2) D02(6) D04IMPORTANTTHIS DRAWINGIS FOR FIELD PLACEMENT OF INDIVIDUALCOMPONENTS ONLY,AND DOES NOT CONSTITUTE ANENGINEERED DOCUMENT.NOTEPROPER BEARINGAND BEARINGDESIGN INCLUDINGANCHORAGE,IS THE RESPONSIBILITY OF THE BUILDINGDESIGNER,ARCHITECT AND /OR BUILDINGENGINEER. REFERTO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS,MINIMUMREQUIRED BEARINGSIZE,UPLIFT,AND ADDITIONAL LOADS.84COMPONENTS DOES NOT ASSUME RESPONSIBILITY INTHESE AREAS OF CONCERN.BRACINGERECTION,TEMPORARY,AND PERMANENT BRACINGIS THERESPONSIBILITY OF THE CONTRACTOR AND /OR BUILDINGDESIGNER. REFER TO INDIVIDUAL TRUSS DESIGNS FORADDITIONAL BRACINGREQUIREMENTS. REFER TO BCSI-B1SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTSASSOCIATION COMMENTARY,AND RECOMMENDATIONS FORHANDLING,INSTALLING&BRACINGMETAL PLATE CONNECTEDWOOD TRUSSES. www.sbcindustry.comINSTALLATIONDO NOT CUT,DRILL,OR ALTER TRUSSES. ANY QUESTIONSCALL 84COMPONENTS. PROPER INSTALLATION,ANDHANDLINGOF COMPONENTS IS THE RESPONSIBILITY OF THEERECTINGCONTRACTOR. 84COMPONENTS MUST BENOTIFIED OF ANY PROBLEMS,AND AFFORDED THEOPPORTUNITY TO REVIEW,AND MAKE NECESSARYCORRECTIONS,OR NO BACK CHARGES WILL BE ACCEPTEDOR APPROVED.WARNINGWARNINGS,AND INSTRUCTIONS FOR ERECTIONOF COMPONENTS ARE INCLUDED IN THE DELIVERY PACKAGE.KEEP THIS INFORMATION ON THE JOB SITE. THESEDOCUMENTS WILL ALSO BE NEEDED FOR JOB SITEINSPECTION. MISUSE AND IMPROPER INSTALLATION OFCOMPONENTS MAY RESULT IN FAILURE,BODILY INJURY,LOSSOF PROPERTY,AND /OR LIFE.RoofArea: Overhang Length: Eave Length: HipLength:ValleyLength: Ridge Length: SHEETNUMBER:R1.1RoofTrussPlacementPlanSCALE: NTSJob#: 25435APO#:Date: 7/29/2021Drawn By: MMDesigned By: MMChecked By:ROOF LOADS:TCLL: 20.0 lb/ft²TCDL: 10.0 lb/ft²BCLL: 0.0 lb/ft²BCDL:10.0 lb/ft²Building Code: IRC 2012Wind Speed: 115 mphOn-Center Spacing: 24"U.N.O.6257.69 SF281.23 LF417.73 LF18.62 LF257.6 LF261.85 LFROOFDATATHIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.TG60AGeorgetown14222 James Dean DrCarmel, Indiana46033ROOFTRUSSPLACEMENTPLAN25435A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-091609/02/21