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HomeMy WebLinkAboutALB29 Roof Layout DrawingElevationT A01A01AA01AA01AA01AA01AB02B02AB02AB02AB02AB02AB02AB02AB02AB02AB02AB02BC03 C03A C03B C03B C03B C03C C03C C03D C03D C03D C03D C03D C03ED04 D04AD04BD04BD04BD04BD04BD04BD04BD04BD04BD04BD04CD04CD04CD04CD04CD04CD04CD04CD04CD04CD04CD04CE05E05AE05BE05E05AE05BE05C E05D E05G E05H E05J E05K E05L E05ME05E E05EE05FE05FE05FE05FE05FE05FE05FE05FE05FE05FE05FE05FE05FE05FE05FE05FE05FE05FE05FE05FE05FE05FIMPORTANT THISDRAWINGISFOR FIELDPLACEMENTOFINDIVIDUAL COMPONENTSONLY,ANDDOESNOTCONSTITUTE AN ENGINEEREDDOCUMENT. NOTE PROPER BEARINGANDBEARINGDESIGN INCLUDING ANCHORAGE,ISTHE RESPONSIBILITY OFTHE BUILDING DESIGNER,ARCHITECTAND/OR BUILDINGENGINEER. REFER TO INDIVIDUALTRUSSDESIGNSFOR REACTIONS,MINIMUM REQUIREDBEARINGSIZE,UPLIFT,ANDADDITIONALLOADS. 84COMPONENTSDOESNOTASSUME RESPONSIBILITY IN THESE AREASOFCONCERN. BRACING ERECTION,TEMPORARY,ANDPERMANENTBRACINGISTHE RESPONSIBILITY OFTHE CONTRACTOR AND/OR BUILDING DESIGNER. REFER TO INDIVIDUALTRUSSDESIGNSFOR ADDITIONALBRACINGREQUIREMENTS. REFER TO BCSI-B1 SUMMARY SHEET. THE STRUCTURALBUILDINGCOMPONENTS ASSOCIATION COMMENTARY,ANDRECOMMENDATIONSFOR HANDLING,INSTALLING&BRACINGMETALPLATE CONNECTED WOOD TRUSSES. www.sbcindustry.com INSTALLATION DO NOTCUT,DRILL,OR ALTER TRUSSES. ANY QUESTIONS CALL84COMPONENTS. PROPER INSTALLATION,AND HANDLINGOFCOMPONENTSISTHE RESPONSIBILITY OFTHE ERECTINGCONTRACTOR. 84COMPONENTSMUSTBE NOTIFIEDOFANY PROBLEMS,ANDAFFORDEDTHE OPPORTUNITY TO REVIEW,ANDMAKE NECESSARY CORRECTIONS,OR NO BACKCHARGESWILLBE ACCEPTED OR APPROVED. WARNING WARNINGS,ANDINSTRUCTIONSFOR ERECTION OFCOMPONENTSARE INCLUDEDIN THE DELIVERY PACKAGE. KEEP THISINFORMATION ON THE JOB SITE. THESE DOCUMENTSWILLALSO BE NEEDEDFOR JOB SITE INSPECTION. MISUSE ANDIMPROPER INSTALLATION OF COMPONENTSMAY RESULTIN FAILURE,BODILY INJURY,LOSS OFPROPERTY,AND/OR LIFE. RoofArea: Overhang Length: Eave Length: HipLength: ValleyLength: Ridge Length: SHEETNUMBER: R1.1 RoofTruss Placement Plan SCALE: NTS Job#: PO#: Date: 5/1/2020 DrawnBy: KLD Designed By: KLD 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 2009 Wind Speed: 90 mph On-Center Spacing: 24"U.N.O. 14598.76SF 516.47 LF 967.01 LF 153.77 LF 356.73 LF 384.33 LF ROOF DATA THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDING CONSTRUCTION.DREESLAYTON, ,ROOF TRUSS PLACEMENTPLANOffice:Fax:09/10/20