Loading...
HomeMy WebLinkAboutLEG31- Truss LayoutAGE1A01A01A03A03A04A08A08AGE2BGE1 CGE1 DGE1 D01 EGE1EGE1V19V20V21V22V23V24V25V01 V02 V03 V04 V05 V06 V07 V08 V09 V10 V11 V12 V13 V14 V15 V16 V17 V18 V13 V14 V15 V16 V17 V18 PB03 PB04 PB04 PB01 PB01(5) A02(3) A05 (3) A06 (5) A07 (6) C01(5) D02(23) PB02 (8) E01 15-10-08 50-03-0813-05-00 1-00-0051-09-0020-01-00 6-09-08 1-08-0817-00-00 1-08-0013-08-00 17-11-00 15-08-00 IMPORTANT THISDRAWINGISFORFIELD PLACEMENT OF INDIVIDUAL COMPONENTSONLY, AND DOESNOT CONSTITUTE AN ENGINEERED DOCUMENT. NOTE PROPER BEARINGANDBEARINGDESIGN INCLUDING ANCHORAGE, ISTHERESPONSIBILITY OF THE BUILDING DESIGNER, ARCHITECT AND /OR BUILDINGENGINEER. REFER TO INDIVIDUAL TRUSSDESIGNSFOR REACTIONS, MINIMUM REQUIRED BEARINGSIZE, UPLIFT, AND ADDITIONAL LOADS. 84COMPONENTSDOESNOT ASSUME RESPONSIBILITYIN THESE AREASOF CONCERN. BRACING ERECTION, TEMPORARY, AND PERMANENT BRACINGISTHE RESPONSIBILITY OFTHE CONTRACTOR AND / OR BUILDING DESIGNER. REFER TOINDIVIDUAL TRUSSDESIGNSFOR ADDITIONAL BRACINGREQUIREMENTS. REFERTO BCSI-B1 SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTS ASSOCIATION COMMENTARY, AND RECOMMENDATIONSFOR HANDLING, INSTALLING&BRACINGMETALPLATECONNECTED WOOD TRUSSES. www.sbcindustry.com INSTALLATION DO NOT CUT, DRILL, OR ALTER TRUSSES. ANYQUESTIONS CALL 84COMPONENTS. PROPER INSTALLATION, AND HANDLINGOF COMPONENTSISTHE RESPONSIBILITY OF THE ERECTINGCONTRACTOR. 84COMPONENTSMUST BE NOTIFIED OF ANYPROBLEMS, AND AFFORDED THE OPPORTUNITY TO REVIEW, AND MAKE NECESSARY CORRECTIONS, OR NO BACK CHARGESWILL BE ACCEPTED ORAPPROVED. WARNING WARNINGS, AND INSTRUCTIONSFORERECTION OF COMPONENTSARE INCLUDED IN THE DELIVERY PACKAGE. KEEP THISINFORMATION ON THE JOB SITE. THESE DOCUMENTSWILLALSO BENEEDEDFORJOB SITE INSPECTION. MISUSE AND IMPROPER INSTALLATION OF COMPONENTSMAYRESULT IN FAILURE, BODILY INJURY, LOSS OFPROPERTY, AND / ORLIFE. RoofArea: Overhang Length: Eave Length: HipLength: ValleyLength: Ridge Length: SHEETNUMBER: R1.1 RoofTruss Placement Plan SCALE: NTS Job#: 20537 PO#: Date: 5/6/2020 Drawn By: NBM Designed By: NBM Checked 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. 3941.28 SF 126.59 LF 244.58 LF 0 LF 120.03 LF 132.74LF ROOF DATA THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.DREES LEG-31LAKELAND 'C', ,ROOF TRUSS PLACEMENTPLAN205371850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916 05/18/20 Adam Schriner