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HomeMy WebLinkAboutTrussLAY7 LAY7 LAY8J01J02J03J04J05J01J02J03J04J05HJ3HJ3HJ3CJ4CJ4CJ4HJ4CJ4CJ4 CJ4 CJ4 CJ5 EJ08 L01 K01 K04 K05 K06 K07 HJ6HJ5CJ7 CJ9CJ6CJ8 P01P02P04N01 N02 N02 M01 V20 V21 V22 V23 V24PB19PB19PB20EJ07(8)EJ09(6)EJ10(3)EJ07(9)PB21(9)K02(4)K03(5)M02(7)P02(5)P03(4) LAY1 LAY6 LAY2 LAY3 LAY5 LAY4 E01 E02 C01 C02 C03 F01 F02 F04 H01 H02 G01 G02 G04D02D03D04HJ1 HJ1CJ1CJ1 CJ1 CJ1 A13EJ04 EJ02D01 A12A11A10A09A09A08A04A06A06B01B02B03B04B05B06B07A03F03 F03 HJ2EJ05CJ3CJ2CJ2 CJ3 G03 V01 V05 V06 V07 V08 V09 V10 V11 V12 V13V02V03V04 V18V19V13 V14 V14 V15V16V17PB14 PB15 PB16PB03PB02PB01PB05 PB06PB07PB08PB10PB11PB12PB13PB09PB17 EJ06(12)EJ01(6)EJ03(10)PB04(14) A02(3)A01(6)A07(4)A05(2)PB18(3)IMPORTANT THISDRAWING ISFOR FIELD PLACEMENT OF INDIVIDUAL COMPONENTSONLY, AND DOESNOT CONSTITUTE AN ENGINEERED DOCUMENT. . RoofArea: OverhangLength: Eave Length: HipLength: ValleyLength: Ridge Length: SHEETNUMBER: R1.1 RoofTruss Placement Plan SCALE: NTS Job#:2100721 PO#: Date:4/20/2021 Drawn By: BK Designer: BK Chk'd 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 2018 Wind Speed: 115 mph On-CenterSpacing: 24" U.N.O. 7722.98SF 362.92 LF 387.33 LF 249.74 LF 193.37 LF 151.4LF ROOF DATA THISLAYOUT ISINTENDED FORTHE PURPOSE OF TRUSSLOCATION AND PLACEMENTONLY. REFERTO THE BUILDINGPLANSFORACTUAL BUILDINGCONSTRUCTION.SIGMACROSS RESIDENCELot 306 - Jacksons Grant, INROOFTRUSS PLACEMENTPLAN21007211850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916PRELIMINARY - NOT FOR CONSTRUCTIONNOTE PROPERBEARING AND BEARING DESIGN INCLUDING ANCHORAGE, ISTHE RESPONSIBILITY OFTHE BUILDING DESIGNER, ARCHITECT AND / ORBUILDING ENGINEER. REFER TO INDIVIDUAL TRUSSDESIGNSFOR REACTIONS, MINIMUM REQUIRED BEARING SIZE, UPLIFT, AND ADDITIONAL LOADS. 84COMPONENTSDOESNOT ASSUME RESPONSIBILITY IN THESE AREASOFCONCERN. BRACING ERECTION, TEMPORARY, AND PERMANENT BRACING ISTHE RESPONSIBILITY OF THE CONTRACTOR AND / ORBUILDING DESIGNER. REFER TO INDIVIDUAL TRUSSDESIGNSFOR ADDITIONALBRACING REQUIREMENTS. REFER TO BCSI-B1 SUMMARY SHEET. THE STRUCTURAL BUILDING COMPONENTS ASSOCIATION COMMENTARY, AND RECOMMENDATIONSFOR HANDLING, INSTALLING &BRACING METAL PLATE CONNECTED WOOD TRUSSES. www.sbcindustry.com INSTALLATION DO NOT CUT, DRILL, OR ALTER TRUSSES. ANY QUESTIONSCALL 84COMPONENTS. PROPER INSTALLATION, AND HANDLING OF COMPONENTSISTHE RESPONSIBILITYOF THE ERECTING CONTRACTOR. 84COMPONENTSMUST BE NOTIFIED OF ANY PROBLEMS, AND AFFORDEDTHEOPPORTUNITY TO REVIEW, AND MAKE NECESSARY CORRECTIONS, OR NO BACKCHARGESWILL BE ACCEPTED ORAPPROVED. WARNING WARNINGS, AND INSTRUCTIONSFORERECTION OFCOMPONENTSARE INCLUDEDIN THEDELIVERY PACKAGE. KEEP THISINFORMATION ON THE JOB SITE. THESE DOCUMENTSWILL ALSO BE NEEDED FOR JOBSITE INSPECTION. MISUSE AND IMPROPER INSTALLATION OF COMPONENTSMAY RESULT IN FAILURE, BODILY INJURY, LOSSOF PROPERTY, AND / OR LIFE. 06/28/21