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HomeMy WebLinkAboutM002.0 - EWP LAYOUTProducts PlotID Length Product Plies Net Qty Fab Type FJ2 17-00-00 11 7/8 IB400 1 8 MFD FJ3 15-00-00 11 7/8 IB400 1 3 MFD FJ4 14-00-00 11 7/8 IB400 1 7 MFD BM1-2 10-00-00 1 3/4" x 9 1/4" 2.0E Microllam® LVL 2 4 MFD BM2-2 6-00-00 1 3/4" x 9 1/4" 2.0E Microllam® LVL 2 2 MFD BM3-2 18-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2 MFD BM5 12-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 1 1 MFD BM6-2 4-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2 MFD BM4-3 18-00-00 1 3/4" x 14" 2.0E Microllam® LVL 3 3 MFD BM7-3 20-00-00 1 3/4" x 16" 2.0E Microllam® LVL 3 3 MFD Ca1 12-00-00 1 1/8" x 11 7/8" TJ® Rim Board 1 5 FF Bk1 16-00-00 1 1/8" x 11 7/8" TJ® Rim Board 1 1 MFD Bk2 4-00-00 1 1/8" x 11 7/8" TJ® Rim Board 1 1 MFD Bk3 4-00-00 1 1/8" x 11 7/8" TJ® Rim Board 1 1 MFD Connector Summary PlotID Qty Manuf Product H1 1 Simpson HGUS5.50/14 H2 15 Simpson IUS2.56/11.88 E1E2E3E4 E5E16E15E6E7E8 E9E10 E19 E11E12E13E14 B1 B2B10B4B5B6 1 B7 B11 2 34 5 67 8 910 111213 1415 1617 181920 22 23 2627 28 29 30BM4-3 BM7-3BM5BM1-2BM1-2BM6-2 BM3-2 BM2-2Ca1Ca1Ca1Ca1Bk1 Bk2 Ca1 Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Bk3 FJ4 FJ4 FJ4 FJ4 FJ4 FJ4 FJ3 FJ3 FJ2 FJ2 FJ2 FJ2 FJ2 FJ2 FJ2 FJ3 FJ4 FJ2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H2 H11-00-00 2-00-00 1-00-00 ALL CRITICAL STUDS TO BEINSTALLED BEFOREINSTALLATION OF PRODUCT Floor Area: Floor Sheathing: 0 SF 0 Sheets FLOOR DATA Job#: PO#: Date: 3/8/2022 Drawn By: Designed By: Checked By: FLOOR LOADS: TCLL: 40.0 lb/ft² TCDL: 10.0 lb/ft² BCDL: 5.0 lb/ft² Live Load Deflection: L/480.000 Total Load Deflection: L/360.000 On-Center Spacing: 24" U.N.O. SHEET NUMBER: J1.1 I-JOIST &LVL Placement Plan SCALE: 1/4" = 1'-0"1850 N Graham RoadFranklin, Indiana 46131Office:(317) 346-4274Fax: (317) 346-0916TG-66A - 2200317Kevin BeherPyatt Builders,1ST FLOOR I-JOIST &LVLPLACEMENT PLAN IMPORTANT THIS DRAWING IS FOR FIELDPLACEMENTOF INDIVIDUAL EWP COMPONENTS ONLY, ANDDOES NOT CONSTITUTE AN ENGINEEREDDOCUMENT. THEDESIGNER OF RECORD(DOR) AND/OR THE GENERAL CONTRACTOR IS RESPONIBLE TO VERIFY THE OVERALLCOMPATIBILITY OF PRODUCTS SHOWN WITH THE CONSTRUCTION DOCUMENTS. NOTE PROPERBEARING ANDBEARING DESIGN INCLUDING ANCHORAGE, IS THE RESPONSIBILITYOF THE BUILDING DESIGNER, ARCHITECT AND/ OR BUILDING ENGINEER. REFER TO INDIVIDUAL TRUSS DESIGNS FOR REACTIONS, MINIMUM REQUIREDBEARING SIZE, UPLIFT, ANDADDITIONALLOADS. 84 COMPONENTS DOES NOT ASSUME RESPONSIBILITY IN THESE AREAS OF CONCERN. WARNING WARNINGS, ANDINSTRUCTIONS FOR ERECTION OF COMPONENTS ARE INCLUDEDIN THE DELIVERY PACKAGE. KEEP THIS INFORMATION ON THE JOB SITE. THESE DOCUMENTS WILL ALSO BE NEEDEDFOR JOB SITE INSPECTION. MISUSE ANDIMPROPERINSTALLATION OF COMPONENTS MAY RESULT IN FAILURE, BODILY INJURY, LOSS OF PROPERTY, AND/ OR LIFE. THIS LAYOUT IS INTENDED FOR THEPURPOSEOF I-JOIST &LVL LOCATION AND PLACEMENT ONLY. REFER TOTHEBUILDING PLANS FOR ACTUAL BUILDING CONSTRUCTION. 04/25/22