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HomeMy WebLinkAboutM004.0Truss Connector Total List ManufProduct Qty USP HUS26 21 USP JUS24 4 USP THD26-2 1 THDHQ26-2 1 USP RT7A* 120 ME01 ME02 ME02 DE01 E01 EE01 GE01 G01 CE01 AE01 (3) HUS26 AG01 (9) HUS26 (9) HUS26 CG01 EG01 (4) JUS24 BE01 FE01 F01 M02 M03 M04 MG01 CJ01 M01 V1A V1B V1C V1D V1E V1F V2B V2C V2D V3A V3B V3C V3D V2A PB01 PB01 THD26-2 THDHQ26-2 (4) EJ01 (8) M05 (6) M06 (3) D01 (5) E02 (4) C01 (3) A01 (9) B01 (4) PB02 (9) PB02 35-10-00 10-04-00 17-08-00 7-10-00 2-00-00 8-04-00 1-00-00 1-00-00 1-00-00 1-00-00 60-00-00 21-08-00 25-04-00 5-00-00 1-00-00 3-00-00 4-00-00 12-03-00 13-01-00 7-06-00 1-00-00 1-00-00 1-00-00 1-00-00 1-00-00 1-00-00 35-10-00 2-10-00 12-08-00 12-06-00 7-10-00 1-00-00 1-00-00 1-00-00 1-00-00 1-00-00 60-00-00 3-00-00 30-08-00 16-04-00 10-00-00 13-02-04 17-05-12 1-00-00 1-00-00 1-00-00 1-00-00 1-00-00 IMPORTANT THISDRAWINGISFOR FIELD PLACEMENT OF INDIVIDUAL COMPONENTSONLY,AND DOESNOT CONSTITUTE AN ENGINEERED DOCUMENT. . RoofArea: OverhangLength: Eave Length: HipLength: ValleyLength: Ridge Length: SHEETNUMBER: R1.1 RoofTruss PlacementPlan SCALE: NTS Job#: 24295-24295A PO#: Date:4/6/2021 Drawn By: MM Designer: MM Chk'd By: ROOF LOADS: 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. 2262.28SF 125.88LF 223.69 LF 16.09 LF 73.22 LF 80.44 LF ROOF DATA THISLAYOUTISINTENDEDFORTHEPURPOSEOFTRUSSLOCATIONANDPLACEMENTONLY.REFERTO THE BUILDINGPLANSFORACTUAL BUILDINGCONSTRUCTION. TG171 14265 Larson Dr Carmel, Indiana 46033 ROOFTRUSS PLACEMENTPLAN 24295-24295A 1850 N Graham Road Franklin, Indiana 46131 Office:(317) 346-4274 Fax: (317) 346-0916 NOTE PROPER BEARINGAND BEARINGDESIGN INCLUDING ANCHORAGE,ISTHE RESPONSIBILITY OF THE BUILDING DESIGNER,ARCHITECT AND / OR BUILDINGENGINEER. REFER TO INDIVIDUAL TRUSSDESIGNSFOR REACTIONS,MINIMUM REQUIRED BEARINGSIZE,UPLIFT,AND ADDITIONAL LOADS. 84 COMPONENTSDOESNOT ASSUME RESPONSIBILITY IN THESE AREASOF CONCERN. BRACING ERECTION,TEMPORARY,AND PERMANENT BRACINGISTHE RESPONSIBILITY OF THE 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&BRACINGMETAL PLATE CONNECTED WOOD TRUSSES. www.sbcindustry.com INSTALLATION DO NOT CUT,DRILL,OR ALTER TRUSSES. ANY QUESTIONSCALL 84 COMPONENTS. PROPER INSTALLATION,AND HANDLINGOF COMPONENTSISTHE RESPONSIBILITY OF THE ERECTING CONTRACTOR. 84 COMPONENTSMUST BE NOTIFIED OF ANY PROBLEMS,AND AFFORDED THE OPPORTUNITY TO REVIEW,AND MAKE NECESSARY CORRECTIONS,OR NO BACK CHARGESWILL BE ACCEPTED OR APPROVED. WARNING WARNINGS,AND INSTRUCTIONSFOR ERECTION OF COMPONENTSARE INCLUDED IN THE DELIVERY PACKAGE. KEEP THISINFORMATION ON THE JOB SITE. THESE DOCUMENTSWILL ALSO BE NEEDED FOR JOB SITE INSPECTION. MISUSE AND IMPROPER INSTALLATION OF COMPONENTSMAY RESULT IN FAILURE,BODILY INJURY,LOSSOF PROPERTY,AND / OR LIFE. FOR SUBMITTAL 04/28/21