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HomeMy WebLinkAboutALB22 Roof Truss Placement22 HUS26 HANGERS: C01GE C01 C01 E01GE E01B01GEB01B01B01B01B01 B02B02B02B02B02B02B02B01B01B01B03B03B03B03B03D01GE D01 D01 D02 A01GEA01A01A01A01A01A01A01A01A01A01G01GE G02 G02 G02 G02 G01 V1V2V3V4V5V1V6 V7 V8 V9 V10 V11 V12 V13 V14 V15 V16 V17 CP1CP1CP1CP1CP1CP1CP1CP1CP1CP1CP16-00-00 5-00-00 33-08-08 6-00-0050-08-089-00-00 35-08-08 6-00-0050-08-0814-03-08 10-04-08 14-02-08 21-00-08 59-11-00 11-07-08 19-06-00 28-09-08 59-11-00 6-00-0012-00-00IMPORTANT THIS DRAWING IS FOR FIELD PLACEMENT OF INDIVIDUAL COMPONENTS ONLY,AND DOES NOT CONSTITUTE AN ENGINEERED DOCUMENT. NOTE PROPER BEARING AND BEARING DESIGN INCLUDING ANCHORAGE,IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, ARCHITECT AND /OR BUILDING ENGINEER. REFER TO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS, MINIMUM REQUIRED BEARING SIZE, UPLIFT, AND ADDITIONAL LOADS. 84COMPONENTS DOES NOT ASSUME RESPONSIBILITY IN THESE AREAS OF CONCERN. BRACING ERECTION,TEMPORARY,AND PERMANENT BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR AND /OR BUILDING DESIGNER. REFER TO INDIVIDUAL TRUSS DESIGNS FOR ADDITIONAL BRACING REQUIREMENTS. REFER TO BCSI-B1 SUMMARY SHEET. THE STRUCTURAL BUILDING COMPONENTS ASSOCIATION COMMENTARY,AND RECOMMENDATIONS FOR HANDLING, INSTALLING &BRACING METAL PLATE CONNECTED WOOD TRUSSES. www.sbcindustry.com INSTALLATION DO NOT CUT,DRILL,OR ALTER TRUSSES. ANY QUESTIONS CALL 84 COMPONENTS. PROPER INSTALLATION, AND HANDLING OF COMPONENTS IS THE RESPONSIBILITY OF THE ERECTING CONTRACTOR. 84 COMPONENTS MUST BE NOTIFIED OF ANY PROBLEMS,AND AFFORDED THE OPPORTUNITY TO REVIEW,AND MAKE NECESSARY CORRECTIONS, OR NO BACK CHARGES WILL BE ACCEPTED OR APPROVED. WARNING WARNINGS, AND INSTRUCTIONS FOR ERECTION OF COMPONENTS ARE INCLUDED IN THE DELIVERY PACKAGE. KEEP THIS INFORMATION ON THE JOB SITE. THESE DOCUMENTS WILL ALSO BE NEEDED FOR JOB SITE INSPECTION. MISUSE AND IMPROPER INSTALLATION OF COMPONENTS MAY RESULT IN FAILURE,BODILY INJURY,LOSS OF PROPERTY,AND /OR LIFE. RoofArea: Overhang Length: Eave Length: HipLength: ValleyLength: Ridge Length: SHEETNUMBER: R1.1 RoofTruss Placement Plan SCALE: NTS Job#: PO#: Date: 2/6/2020 Drawn By: 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. 3226 SF 80.58 LF 242.07 LF 0 LF 123.32 LF 116.42 LF ROOF DATA THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDING CONSTRUCTION.LANGDON 'B' BASE, ,ROOF TRUSS PLACEMENTPLANOffice:Fax:09/04/20