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HomeMy WebLinkAboutM004.0(6) UndesignedM01M03 EJ04EJ03M08CJ01Undesigned Undesigned (6) M02(4) M04 (5) M05(3) M06 (3) M07(9) M09 A01MG01C J02EJ01 B06B04C01A03B01V01V02V03(8) A02(3) EJ02(12) B02 (4) B05(4) B0335-10-0013-11-08 21-10-084-00-08 12-09-00 5-01-0011-0011-0011-0060-00-0019-10-0010-0023-01-006-00-00 10-03-00 3-01-0013-08-003-01-00 11-0011-0011-0011-0011-0035-10-0014-02-0021-08-00 3-08-009-04-00 5-09-08 2-10-08 2-07-0811-00 11-0011-0011-00 11-00 60-00-006-00-00 44-00-001-06-008-06-0010-00-0039-01-084-10-08 11-00 11-0011-00 11-00 IMPORTANTTHISDRAWINGISFOR FIELD PLACEMENT OF INDIVIDUALCOMPONENTSONLY,AND DOESNOT CONSTITUTE ANENGINEERED DOCUMENT.NOTEPROPER BEARINGAND BEARINGDESIGN INCLUDINGANCHORAGE,ISTHE RESPONSIBILITY OF THE BUILDINGDESIGNER,ARCHITECT AND /OR BUILDINGENGINEER. REFERTO INDIVIDUAL TRUSSDESIGNSFOR REACTIONS,MINIMUMREQUIRED BEARINGSIZE,UPLIFT,AND ADDITIONAL LOADS.84COMPONENTSDOESNOT ASSUME RESPONSIBILITY INTHESE AREASOF CONCERN.BRACINGERECTION,TEMPORARY,AND PERMANENT BRACINGISTHERESPONSIBILITY OF THE CONTRACTOR AND /OR BUILDINGDESIGNER. REFER TO INDIVIDUAL TRUSSDESIGNSFORADDITIONAL BRACINGREQUIREMENTS. REFER TO BCSI-B1SUMMARY SHEET. THE STRUCTURAL BUILDINGCOMPONENTSASSOCIATION COMMENTARY,AND RECOMMENDATIONSFORHANDLING,INSTALLING&BRACINGMETAL PLATE CONNECTEDWOOD TRUSSES. www.sbcindustry.comINSTALLATIONDO NOT CUT,DRILL,OR ALTER TRUSSES. ANY QUESTIONSCALL 84COMPONENTS. PROPER INSTALLATION,ANDHANDLINGOF COMPONENTSISTHE RESPONSIBILITY OF THEERECTINGCONTRACTOR. 84COMPONENTSMUST BENOTIFIED OF ANY PROBLEMS,AND AFFORDED THEOPPORTUNITY TO REVIEW,AND MAKE NECESSARYCORRECTIONS,OR NO BACK CHARGESWILL BE ACCEPTEDOR APPROVED.WARNINGWARNINGS,AND INSTRUCTIONSFOR ERECTIONOF COMPONENTSARE INCLUDED IN THE DELIVERY PACKAGE.KEEP THISINFORMATION ON THE JOB SITE. THESEDOCUMENTSWILL ALSO BE NEEDED FOR JOB SITEINSPECTION. MISUSE AND IMPROPER INSTALLATION OFCOMPONENTSMAY RESULT IN FAILURE,BODILY INJURY,LOSSOF PROPERTY,AND /OR LIFE.RoofArea: Overhang Length: Eave Length: HipLength:ValleyLength: Ridge Length: SHEETNUMBER:R1.1RoofTrussPlacementPlanSCALE: NTSJob#: 25066-25066APO#:Date: 6/21/2021Drawn By: MMDesigned By: MMChecked By:ROOF LOADS:TCLL: 20.0 lb/ft²TCDL: 10.0 lb/ft²BCLL: 0.0 lb/ft²BCDL:10.0 lb/ft²Building Code: IRC 2012Wind Speed: 115 mphOn-Center Spacing: 24"U.N.O.2037.46 SF239.72 LF117.13 LF14.57 LF15.71 LF72.79 LFROOFDATATHIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.TG906987 Pickett PlaceCarmel, Indiana46033ROOFTRUSSPLACEMENTPLAN25066-25066A1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-091607/16/21