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HomeMy WebLinkAboutM004.0Truss Connector Total List ManufProduct Qty USP JUS2419 USP THD26-2 3 USP RT7A*140 C03 C01 A01 (7) JUS24 A03 A02 A02 D01 A05 D03 (5) JUS24 (3) JUS24 B04 B05 D02 B01 M01 M01 M01 MG01 CJ01 EJ04 MG01 CJ01 EJ04 MG02 CJ02 EJ05 MG02 CJ02 EJ05 CJ03 V07 V04 V01 V05 V03 V02 V08 V06 THD26-2 THD26-2 JUS24 JUS24 JUS24 JUS24 THD26-2 (6) C02 (10) A04 (5) A02 (2) B02 (2) B03 (7) EJ03 (5) M04 (4) EJ01 (4) EJ02 (9) M02 (8) M03 35-10-00 19-07-06 16-02-10 5-02-08 13-03-08 17-04-00 11-00 11-00 53-08-00 6-00-00 14-09-00 36-06-08 2-04-08 59-08-00 11-00 11-00 11-00 35-10-00 14-02-00 11-01-00 10-07-00 5-02-08 8-11-08 5-03-00 5-10-00 6-06-08 4-00-08 11-00 11-00 11-00 11-00 59-08-00 2-04-08 14-09-00 21-10-08 14-08-00 6-00-00 3-03-00 8-03-00 3-03-00 3-02-08 8-03-00 3-02-08 11-00 11-00 11-00 11-00 11-00 11-00 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#: 24315-24315A PO#: Date:4/19/2021 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. 2034.53 SF 218.21 LF 54.74 LF 64.17 LF 48.47 LF 74.96 LF ROOF DATA THISLAYOUTISINTENDEDFORTHEPURPOSEOFTRUSSLOCATIONANDPLACEMENTONLY.REFERTO THE BUILDINGPLANSFORACTUAL BUILDINGCONSTRUCTION. TG169 14275 Larson Dr Carmel, Indiana 46033 ROOFTRUSS PLACEMENTPLAN 24315-24315A 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 04/30/21