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M002.0 - EWP LAYOUT
11 7/8" IB Joists16" O. C. Spacing 11 7/8" IB Joists 24" O.C. Spacing Products PlotID Length Product Plies Net Qty FJ1 42-00-00 11 7/8 IB400 1 5 FJ2 28-00-00 11 7/8 IB400 1 1 FJ3 28-00-00 11 7/8 IB400 2 2 FJ4 26-00-00 11 7/8 IB400 1 1 FJ5 22-00-00 11 7/8 IB400 1 2 FJ6 20-00-00 11 7/8 IB400 1 4 FJ7 20-00-00 11 7/8 IB400 2 4 FJ8 18-00-00 11 7/8 IB400 2 4 FJ9 14-00-00 11 7/8 IB400 1 1 FJ10 8-00-00 11 7/8 IB400 1 3 FJ11 6-00-00 11 7/8 IB400 1 6 FJ12 4-00-00 11 7/8 IB400 1 2 FJ13 42-00-00 11 7/8 IB600 1 3 FJ14 20-00-00 11 7/8 IB600 1 3 BM1-2 4-00-00 1 3/4" x 9 1/4" 2.0E Microllam® LVL 2 4 BM2-2 14-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 4 BM3-2 6-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 4 BM4-2 24-00-00 1 3/4" x 18" 2.0E Microllam® LVL 2 2 BM5-2 20-00-00 1 3/4" x 18" 2.0E Microllam® LVL 2 2 Ca1 16-00-00 1 1/8" x 11 7/8" TJ® Rim Board 1 8 Bk1 2-00-00 11 7/8 IB400 1 32 Connector Summary PlotID Qty Manuf Product H1 25 Simpson IUS2.56/11.88 H2 5 MIU5.12/11 Flush beam depth greater than floor joistdepth. Verify all loading and framingconditions prior to construction.E1E2E3 E4 E5 E24 E6 E7E8E9E23E10 E11 23 468911 121314 B1 B2 B3 B4 54 B5B6 B7BM4-2BM5-2 BM2-2 BM2-2 BM3-2 BM3-2 BM1-2BM1-2Ca1 Ca1 Ca1Ca1 Ca1Ca1Ca1Ca1Ca1Ca1 Ca1 Ca1 Ca1 Ca1FJ6FJ7FJ6FJ7FJ14FJ6FJ14FJ14FJ6FJ5FJ8FJ8FJ13FJ1FJ1FJ1FJ1FJ11FJ11FJ11FJ11FJ11FJ11FJ4FJ3FJ10FJ10FJ10FJ12FJ5 FJ12FJ13FJ13FJ1FJ9FJ2(5) Bk1 (2) Bk1 (2) Bk1 (9) Bk1 (4) Bk1 (10) Bk1 H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1 H1H1H1H2H2H2H2H2H1H1H11-01-001-07-011-00-111X1X 4-085-067-104-0826-08-0017-04-00 10-00-0054-00-0054-00-001-11-0116-02-00 1-10-1515-10-00 35-10-00 8-00-00 15-02-00 12-08-00 35-10-00 10-00-01 7-09-00 ALL CRITICAL STUDS TO BE INSTALLED BEFORE INSTALLATION OF PRODUCT Floor Area: Floor Sheathing: 0 SF 0 Sheets FLOOR DATA Job#: PO#: Date: 3/23/2022 Drawn By: Designed By: Checked By: FLOOR LOADS: TCLL: 40.0 lb/ft²TCDL: 10.0 lb/ft²BCDL: 5.0 lb/ft² Live Load Deflection: L/480.000Total 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-105 - 2200486Kevin BeherPyatt Builders,1ST FLOOR I-JOIST & LVLPLACEMENT PLAN IMPORTANTTHIS 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. NOTE PROPER 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.