HomeMy WebLinkAboutM004.0Truss Connector Total ListManufProduct QtyMiTekJUS243MiTekJUS262USP RT7A*110LAY2B02B01EJ02MG03CJ02EJ05M07M03M05M05M01EJ02MG03CJ02
EJ05(5) EJ03(5) M08(2) M04(6) M06(7) M02LAY1D01D02A07A04A03A02A01(2) JUS24MG02 E01C01C02MG01CJ01EJ04V01V02JUS24JUS26JUS26(4) A05 (7) A05(3) A06(3) EJ01(3) C0327-10-0012-08-01 15-01-1511-0011-0060-00-005-08-003-00-00 18-08-00 21-08-001-04-003-08-00 1-04-004-08-00 11-0011-0011-0011-0011-0011-0011-0011-0011-0035-10-008-00-0012-00-00 5-03-00 10-07-00 11-0011-0011-0011-0011-0060-00-005-08-0049-08-004-08-0011-00 11-0011-0011-00 3-07-1014-04-133-07-10 2-07-144-05-023-09-08 8-02-08 10-09-08 38-10-08IMPORTANTTHIS 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: OverhangLength: Eave Length: HipLength:ValleyLength: Ridge Length: SHEETNUMBER:R1.1RoofTrussPlacementPlanSCALE: NTSJob#:PO#:Date: 6/29/2021Drawn By: MMDesigned By: MMChecked By:ROOF LOADS:TCLL: 20.0 lb/ft²TCDL: 10.0 lb/ft²BCLL: 0.0 lb/ft²BCDL:10.0 lb/ft²BuildingCode: IRC 2012Wind Speed: 115 mphOn-Center Spacing: 24"U.N.O.2307.62 SF207.33 LF124.93 LF61.96LF13.81 LF47.07 LFROOFDATATHIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.TG132 - 25168ASoho6964 Pickett PlaceCarmel, Indiana46033ROOFTRUSSPLACEMENTPLAN 1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916
07/19/21