HomeMy WebLinkAboutM002.0 - EWP LAYOUT11 7/8" IB Joists16" O. C. Spacing11 7/8" IB Joists24" O.C. SpacingProductsPlotID Length Product Plies Net QtyFJ1 42-00-00 11 7/8 IB400 1 5FJ2 28-00-00 11 7/8 IB400 1 1FJ3 28-00-00 11 7/8 IB400 2 2FJ4 26-00-00 11 7/8 IB400 1 1FJ5 22-00-00 11 7/8 IB400 1 2FJ6 20-00-00 11 7/8 IB400 1 4FJ7 20-00-00 11 7/8 IB400 2 4FJ8 18-00-00 11 7/8 IB400 2 4FJ9 14-00-00 11 7/8 IB400 1 1FJ10 8-00-00 11 7/8 IB400 1 3FJ11 6-00-00 11 7/8 IB400 1 6FJ12 4-00-00 11 7/8 IB400 1 2FJ13 42-00-00 11 7/8 IB600 1 3FJ14 20-00-00 11 7/8 IB600 1 3BM1-2 4-00-00 1 3/4" x 9 1/4" 2.0E Microllam® LVL 2 4BM2-2 14-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 4BM3-2 6-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 4BM4-2 24-00-00 1 3/4" x 18" 2.0E Microllam® LVL 2 2BM5-2 20-00-00 1 3/4" x 18" 2.0E Microllam® LVL 2 2Ca1 16-00-00 1 1/8" x 11 7/8" TJ® Rim Board 1 8Bk1 2-00-00 11 7/8 IB400 1 32Connector SummaryPlotID Qty Manuf ProductH1 25 Simpson IUS2.56/11.88H2 5 MIU5.12/11Flush beam depth greater than floor joistdepth. Verify all loading and framingconditions prior to construction.E1E2E3E4E5 E24E6E7E8E9 E23E10E1123468911121314B1B2B3B454B5B6 B7BM4-2BM5-2BM2-2BM2-2BM3-2BM3-2BM1-2BM1-2Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1FJ6FJ7FJ6FJ7FJ14FJ6FJ14FJ14FJ6FJ5FJ8FJ8FJ13FJ1FJ1FJ1FJ1FJ11FJ11FJ11FJ11FJ11FJ11FJ4FJ3FJ10FJ10FJ10FJ12FJ5FJ12FJ13FJ13FJ1FJ9FJ2(5) Bk1(2) Bk1(2) Bk1(9) Bk1(4) Bk1(10) Bk1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H2H2H2H2H2H1H1H11-01-001-07-011-00-111X1X4-085-067-104-0826-08-0017-04-00 10-00-0054-00-0054-00-001-11-0116-02-001-10-1515-10-0035-10-008-00-00 15-02-00 12-08-0035-10-0010-00-017-09-00ALL CRITICAL STUDS TO BE INSTALLED BEFORE INSTALLATION OF PRODUCTFloor Area:Floor Sheathing:0 SF0 SheetsFLOORDATAJob#:PO#:Date: 3/25/2022Drawn 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) 346-0916TG-103 - 2200497Kevin BeherPyatt Builders,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.