HomeMy WebLinkAboutM002.0 - EWP LAYOUTProductsPlotID Length Product Plies Net QtyBM1-2 16-00-00 1 3/4" x 9 1/4" 2.0E Microllam® LVL 2 2BM3-2 10-00-00 1 3/4" x 9 1/4" 2.0E Microllam® LVL 2 2BM2-2 20-00-00 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2E1E2E3E4E5E6E7E8E9E10E11E12E13E14E161234567891011121314151617181920212223242526272829303132E17E18BM1-2BM2-2BM3-2ALL CRITICAL STUDS TO BE INSTALLED BEFORE INSTALLATION OF PRODUCTFloor Area:Floor Sheathing:0 SF0 SheetsFLOORDATAJob#:PO#:Date: 3/14/2022Drawn 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) 346-0916TG67B - 2200402Kevin 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.