HomeMy WebLinkAboutM002.0 - EWP LAYOUTProductsPlotID Length ProductPlies Net QtyFJ1 30-00-00 11 7/8 IB400 1 6FJ2 20-00-00 11 7/8 IB400 1 1FJ3 18-00-00 11 7/8 IB400 1 3FJ4 14-00-00 11 7/8 IB400 1 1FJ5 4-00-00 11 7/8 IB400 1 5FJ6 2-00-00 11 7/8 IB400 1 1FJ7 20-00-00 11 7/8 IB600 1 2FJ8 18-00-00 11 7/8 IB600 1 2BM1-2 22-00-00 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2BM2-2 10-00-00 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2BM3-2 6-00-00 1 3/4" x 9 1/4" 2.0E Microllam® LVL 2 2BM4-2 20-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 4BM5-2 16-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2BM6-2 14-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2BM7-2 6-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2Ca1 12-00-00 1 1/8" x 11 7/8" TJ® Rim Board 1 6 11 7/8" IB Joists 24" O.C. SpacingConnector SummaryPlotID Qty Manuf ProductH1 6 Simpson ITS2.56/11.88H2 16 Simpson IUS2.56/11.88H3 1 Simpson IUS3.56/11.88E1E2E3E4E5E6 E15E7E8E9E10E18E11E12E13E1412356789103611121314151617181920212223242529313233B1B2B435B5B6B7BM5-2BM3-2BM4-2BM4-2BM7-2BM1-2BM2-2BM6-2Ca1Ca1Ca1Ca1Ca1Ca1FJ5FJ5FJ3FJ8FJ8FJ3FJ1FJ1FJ1FJ1FJ1FJ1FJ7FJ7FJ2FJ4FJ5FJ5FJ3FJ5FJ6H3H2H2H2H2H2H2H2H2H2H1H2H2H1H2H1H2H2H1H1H2H2H12-01-051-00-002-00-001-00-00ALL CRITICAL STUDS TO BE INSTALLED BEFORE INSTALLATION OF PRODUCTFloor Area:Floor Sheathing:0 SF0 SheetsFLOORDATAJob#:PO#:Date: 3/8/2022Drawn By:Designed By:Checked By:FLOOR LOADS:TCLL: 40.0 lb/ft²TCDL: 10.0 lb/ft²BCDL: 5.0 lb/ft²Live Load Deflection: L/480.000Total Load Deflection: L/360.000On-Center Spacing: 24" U.N.O.SHEET NUMBER:J1.1I-JOIST & LVLPlacement PlanSCALE: 1/4" = 1'-0"1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916TG66B - 220317Kevin BeherPyatt Builder,1ST FLOOR I-JOIST & LVLPLACEMENT PLANIMPORTANTTHIS DRAWING IS FOR FIELD PLACEMENT OF INDIVIDUAL EWPCOMPONENTS ONLY, AND DOES NOT CONSTITUTE ANENGINEERED DOCUMENT. THE DESIGNER OF RECORD (DOR)AND/OR THE GENERAL CONTRACTOR IS RESPONIBLE TOVERIFY THE OVERALL COMPATIBILITY OF PRODUCTS SHOWNWITH THE CONSTRUCTION DOCUMENTS.NOTEPROPER BEARING AND BEARING DESIGN INCLUDINGANCHORAGE, IS THE RESPONSIBILITY OF THE BUILDINGDESIGNER, ARCHITECT AND / OR BUILDING ENGINEER. REFERTO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS, MINIMUMREQUIRED BEARING SIZE, UPLIFT, AND ADDITIONAL LOADS.84 COMPONENTS DOES NOT ASSUME RESPONSIBILITY INTHESE AREAS OF CONCERN.WARNINGWARNINGS, AND INSTRUCTIONS FOR ERECTIONOF COMPONENTS ARE INCLUDED IN THE DELIVERY PACKAGE.KEEP THIS INFORMATION ON THE JOB SITE. THESEDOCUMENTS WILL ALSO BE NEEDED FOR JOB SITEINSPECTION. MISUSE AND IMPROPER INSTALLATION OFCOMPONENTS MAY RESULT IN FAILURE, BODILY INJURY, LOSSOF PROPERTY, AND / OR LIFE.THIS LAYOUT IS INTENDED FOR THE PURPOSE OF I-JOIST & LVL LOCATION AND PLACEMENT ONLY. REFER TO THE BUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION.