17033200BE Sovereign - Beaver Brook Roof Beam PP 5-18-17B2-3B3-3B1-2B1-2BBO2HD48_SL34DHD48_SL34D1' 0"6' 0" 6' 6"19' 0" 10' 6"49' 0" 45' 0" 6' 6"7' 0"6' 6"7' 8"12' 4"40' 0"20' 0"20' 0"40' 0"6' 0" 10' 6"ProductsPlotID Length Product Plies Net QtyB1-2 12' 0" 1.75" x 7.25" 2.0E PWLVL 2 4B2-3 10' 0" 1.75" x 9.5" 2.0E PWLVL 3 3B3-3 22' 0" 1.75" x 16" 2.0E PWLVL 3 3Connector SummaryQty Manuf Product2 USP HD48_SL34DCustomer NameLeader AmherstDrawn ByMLHPrinted DateDESIGN NOTES:1. JOIST LAYOUT SHOWN IS TO ASSIST WITH ESTIMATE AND JOISTLOCATION, SUPERINTENDANT IS RESPONSIBLE TO SEE THAT JOIST &LVL LOCATIONS DO NOT INTERFERE WITH PLUMBING ORMECHANICAL EQUIPMENT.2. JOISTS ARE DESIGNED FOR FLOOR LOADING ONLY. ALL ROOF &CEILING LOADS ARE TO BEAR DIRECTLY ABOVE BEARINGS UNLESSNOTED OTHER WISE.3. REFER TO DETAILS IN INSTALLATION GUIDE PRIOR TOCONSTRUCTION.EVERY EFFORT HAS BEEN MADE TO BE AS ACCURATE ASPOSSIBLE WITH THIS STRUCTURAL TAKE OFF. DUE TOLACK OF DETAIL AND INFORMATION ON MANY PLANS,AND THE VARIANCE OF FRAMING TECHNIQUES IN THEINDUSTRY, CERTAIN DESIGN ASSUMPTIONS MAY HAVEBEEN MADE. THEREFORE, IT IS IMPERATIVE THAT THELUMBER DEALER AND THE CUSTOMER REVIEW THESEPLANS FOR LAYOUT, BEARING LOCATIONS, POINT LOADS,AND SPECIAL CONDITIONS PRIOR TO ORDERING. FAILURETO DO SO WILL CONSTITUTE ACCEPTANCE AS DRAWN.ANY CHANGES, ADDITIONS, OR DELETIONS WILL BE ATTHE EXPENSE OF THE LUMBER DEALER AND/ORCONTRACTOR. THIS LAYOUT CONTAINS ENGINEEREDWOOD PRODUCTS WITH SPECIFIC DESIGN VALUES, ANYSUBSTITUTION MUST HAVE EQUAL OR GREATER DESIGNVALUES.Job NameSovereign/Beaver BrookJob Status17033200BEL/240L/180L/480L/240Roof TotalFloor LiveFloor TotalRoof Live55 psf75 psf40 psf55 psfPage 1 of 1NotesAdditional information required to complete joist layoutShop drawing is an estimate only, not for constructionBased on truss roof systemBeam sizes changed from specificationSteel or flitch beams by others requiredFlush beams deeper than floor joistsVerify Post and or column locationsPosts added (see notes on plan)Verify joists and beam lengthsCritical dimensions have been scaledVerify framing at fireplaceVerify framing at stairwell*** FOR REVIEW ***VERIFY ALL CHECKED ITEMS PRIOR TO ORDERINGJoist depth changedJoist direction changedJoist series changedJoist spacing changedBeams added for structural reasonsMid span bridging recommendedVerify design criteriaNote high deflectionConnection by others req'dSignature: ___________________________________ Date: _________________Company: ___________________________________