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HomeMy WebLinkAbout906 Auman Dr Roof Truss Placement2x10 SYP No.1 T1GET1T2GE T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2AGE T2A T2A T2A T2AG1T1T1T1 T3GET3T3T3T3T3T3T3T3T3T3G3T4GE T4 T4 T4 T4 T4A T4A T4A T4A T4A M1GE T5GE T5 T5 T5 T5 T5 T5 T5 T5 T5 T4A J2J2J2J2T7GE G6 T6 T6 T6A T6A T6A T6A G6 T7 T7A T7A T7A T7A T7A T7A M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2GE T5 M3GEM3M3M3M3AM3AM3AM3AM3AM3AM3AM4GEM4M4M4M1 M1 M1 M1 M6GE M6 M6 M7 M7 M7 M7 M7 M6 M6 M6 M8GE M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8M8GE P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2GE P1GE P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 T01T02 T02 T02 T02 T02 T02 H001 H002T03T03T04 H001 H003 T05T05T06V1 V1A V1B V1C V2 V2A V3V5V5AV5BV4V4AV4BV4CV4DV1D V1E V6V7V8V949' 11"18' 0"31' 11" 6' 10" 79' 11 1/2" 15' 4 1/2"21' 4 1/2"IMPORTANT THISDRAWING ISFORFIELDPLACEMENT OF INDIVIDUAL COMPONENTSONLY,ANDDOESNOT CONSTITUTEAN ENGINEEREDDOCUMENT. NOTE PROPER BEARING ANDBEARING DESIGN INCLUDING ANCHORAGE,ISTHERESPONSIBILITY OF THEBUILDING DESIGNER, ARCHITECT AND/OR BUILDING ENGINEER. REFER TO INDIVIDUAL TRUSSDESIGNSFOR REACTIONS, MINIMUM REQUIREDBEARING SIZE, UPLIFT, ANDADDITIONAL LOADS. 84 COMPONENTSDOESNOT ASSUMERESPONSIBILITY IN THESEAREASOF CONCERN. BRACING ERECTION,TEMPORARY,ANDPERMANENT BRACING ISTHE RESPONSIBILITY OF THECONTRACTOR AND/OR BUILDING DESIGNER. REFER TOINDIVIDUAL TRUSSDESIGNSFOR ADDITIONAL BRACING REQUIREMENTS. REFERTO BCSI-B1 SUMMARY SHEET. THESTRUCTURAL BUILDING COMPONENTS ASSOCIATION COMMENTARY,ANDRECOMMENDATIONSFOR HANDLING, INSTALLING &BRACING METALPLATECONNECTED WOODTRUSSES. www.sbcindustry.com INSTALLATION DO NOT CUT,DRILL,OR ALTER TRUSSES. ANY QUESTIONS CALL 84 COMPONENTS. PROPER INSTALLATION, AND HANDLING OF COMPONENTSISTHERESPONSIBILITY OF THE ERECTING CONTRACTOR. 84 COMPONENTSMUST BE NOTIFIEDOF ANY PROBLEMS,ANDAFFORDEDTHE OPPORTUNITY TO REVIEW,ANDMAKENECESSARY CORRECTIONS, ORNO BACKCHARGESWILL BEACCEPTED ORAPPROVED. WARNING WARNINGS, ANDINSTRUCTIONSFORERECTION OF COMPONENTSAREINCLUDEDIN THEDELIVERY PACKAGE. KEEP THISINFORMATION ON THEJOBSITE. THESE DOCUMENTSWILLALSO BENEEDEDFORJOBSITE INSPECTION. MISUSEANDIMPROPER INSTALLATION OF COMPONENTSMAY 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: 10/1/2020 Drawn By: KLD Designed By: KLD Checked By: ROOF LOADS: TCLL: 20.000 lb/ft² TCDL: 10.000 lb/ft² BCLL: 0.000 lb/ft² BCDL:10.000 lb/ft² Building Code: IRC 2009 Wind Speed: 90.0 mph On-Center Spacing: 24" U.N.O. 4678.28 SF 183.19 LF 205.97 LF 67.82 LF 134.2 LF 104.3 LF ROOF DATA THIS LAYOUTIS INTENDED FOR THE PURPOSE OF TRUSS LOCATION AND PLACEMENTONLY. REFER TO THE BUILDINGPLANS FOR ACTUAL BUILDINGCONSTRUCTION.DREES IGA-498, ,ROOF TRUSS PLACEMENTPLANOffice:Fax:10/08/20