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HomeMy WebLinkAboutM004.0Truss Connector Total List Manuf Product Qty USP HUS26 21 USP JUS24 4 USP THD26-2 1 THDHQ26-2 1 USP RT7A* 120ME01 ME02ME02DE01E01 EE01 GE01 G01 CE01AE01 (3) HUS26 AG01(9) HUS26 (9) HUS26 CG01 EG01(4) JUS24BE01 FE01F01M02M03M04MG01CJ01M01V1A V1B V1C V1D V1E V1F V2BV2CV2DV3A V3BV3CV3D V2APB01PB01THD26-2THDHQ26-2 (4) EJ01(8) M05 (6) M06 (3) D01(5) E02(4) C01(3) A01 (9) B01 (9) PB02(4) PB02 3-0-030-8-016-4-010-0-060-0-03-0-0 4-0-0 1-0-021-8-025-4-05-0-060-0-02-10-0 12-8-0 12-6-0 7-10-0 35-10-0 10-4-0 17-8-0 7-10-0 35-10-0 3-0-0 30-8-0 16-4-0 10-0-060-0-03-0-0 4-0-0 1-0-021-8-0 25-4-0 5-0-060-0-02-10-0 12-8-0 12-6-0 7-10-0 35-10-0 10-4-0 17-8-0 7-10-0 35-10-0 IMPORTANT THISDRAWINGISFORFIELD PLACEMENT OF INDIVIDUAL COMPONENTSONLY, AND DOESNOT CONSTITUTE AN ENGINEERED DOCUMENT. NOTE PROPER BEARINGANDBEARINGDESIGNINCLUDING ANCHORAGE, ISTHERESPONSIBILITY OF THE BUILDING DESIGNER, ARCHITECT AND / OR BUILDINGENGINEER. REFER TO INDIVIDUAL TRUSSDESIGNSFOR REACTIONS, MINIMUM REQUIRED BEARINGSIZE, UPLIFT, AND ADDITIONAL LOADS. 84 COMPONENTSDOESNOT ASSUME RESPONSIBILITYIN THESE AREASOF CONCERN. BRACING ERECTION, TEMPORARY, AND PERMANENT BRACINGISTHE RESPONSIBILITY OFTHE CONTRACTOR AND/ OR BUILDING DESIGNER. REFER TO INDIVIDUAL TRUSSDESIGNSFOR ADDITIONAL BRACINGREQUIREMENTS. REFER TO BCSI-B1 SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTS ASSOCIATION COMMENTARY, AND RECOMMENDATIONSFOR HANDLING, INSTALLING&BRACINGMETALPLATE CONNECTED WOOD TRUSSES. www.sbcindustry.com INSTALLATION DO NOT CUT, DRILL, OR ALTER TRUSSES. ANYQUESTIONS CALL 84COMPONENTS. PROPER INSTALLATION, AND HANDLINGOF COMPONENTSISTHE RESPONSIBILITY OFTHE ERECTINGCONTRACTOR. 84COMPONENTSMUST BE NOTIFIED OF ANY PROBLEMS, AND AFFORDED THE OPPORTUNITY TO REVIEW, AND MAKE NECESSARY CORRECTIONS, OR NO BACKCHARGESWILL BE ACCEPTED ORAPPROVED. WARNING WARNINGS, AND INSTRUCTIONSFOR ERECTION OFCOMPONENTSARE INCLUDEDIN THEDELIVERY PACKAGE. KEEP THISINFORMATION ON THEJOB SITE. THESE DOCUMENTSWILL ALSO BE NEEDED FORJOB SITE INSPECTION. MISUSE AND IMPROPER INSTALLATION OF COMPONENTSMAYRESULT IN FAILURE, BODILY INJURY, LOSS OF PROPERTY, AND / ORLIFE. RoofArea: Overhang Length: Eave Length: HipLength: ValleyLength: Ridge Length: SHEETNUMBER: SCALE: NTS TCLL: 20.0 lb/ft² TCDL: 10.0 lb/ft² BCLL: 0.0 lb/ft² BCDL:10.0 lb/ft² Building Code: IRC 2012 Wind Speed: 115 mph On-Center Spacing: 24" U.N.O. 2262.28 SF 125.88 LF 223.69 LF 16.09 LF 73.22 LF 80.44 LF THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.14265 Larson DrCarmel, Indiana 46033ROOF TRUSS PLACEMENTPLAN25878-25878A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916 10/06/21