17033200BE Sovereign - Beaver Brook 2nd Flr PP 5-18-17Assumed FlushHeader By Othersat This Location.B6-3B7-4B8-4B2-3B4-3B9-4B3-2B3-2B1-2B5-2B5-2BBO1BBO3J8-16" O.C.J9-16" O.C.J6-16" O.C.THO35118THO35118HDQ410IFTHF35112THF35112TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118HLBH35118HD5210TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118TFL25118J6-16" O.C.(10)J5-16" O.C.(2)J2-16" O.C.(8)J2-16" O.C.(9)J3-16" O.C.(2)J4-16" O.C.(4)J7-16" O.C.(14)J1-16" O.C.(8)J7-16" O.C.(8)2' 0" 40' 0" 6' 0" 48' 0" 31' 2"6' 0" 6' 10" 4' 0" 48' 0" 2' 0"16' 0"2' 0"20' 0"2' 0"42' 0"10' 0"10' 6"19' 6"2' 0"42' 0"1' 0 3/4"1' 5"1' 5" 1' 8"1' 0" 1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 2"1' 6"1' 4"10 1/4"10 1/4"10"11 3/4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"3 3/4"1' 0 1/4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 5 1/4"1' 2 3/4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 5 1/4"6' 11 1/2"1' 4 3/4"1' 4"1' 4"1' 4"1' 3 3/4"6' 4"Same depth as I-joistFasten rim board to each I-joist using one8d (2-1/2") or 10d (3") box nail per flangeA1RIM BOARD10d (3") at 6"oc toe-nailed from outside of buildingUse two 8d (2-1/2") or two 10d (3") box nails (one each side).Provide 1-1/2" edge distance. Nails may need to be angled.JOIST END NAILINGA5A11LPI & RIM BOARD STARTER WITHOUT BLOCKS8d (2-1/2") box nails at 6"ocFasten rim board to I-joist flangesusing 8d (2-1/2") nails at 12" oc.D2Squash blocks required under all post loadsPost LoadsVerify capacity and fastening requirements of hangers and connectors.HANGER DETAILE2Check web filler requirements for hangersNOTES:1. Web stiffeners, when required, must be installed inpairs - one to each side of the web. Web stiffenersare always required for the "Bird's Mouth" roofbearing detail.2. Web stiffeners should be cut to fit between theflanges of the I-joist leaving a minimal 1/8" (1" max)gap. At bearing locations, the stiffeners should beinstalled tight to bottom flange with the gap to the topflange. At locations of concentrated loads, thestiffeners should be installed tight to the top flangewith the gap to the bottom flange.3. Web stiffeners should be cut from APA-rated OSBor equal, or from 2x lumber. Do NOT use 1x lumberas it tends to split.4. Web stiffeners should be the same width as thebearing surface, with a minimal 3-1/2",5. See product specific technical guide for minimumstiffener thickness, maximum stiffener height andrequired nailing.1/8" min gapSee product specific technical guide for minimal bearing requirements.Nails to be equally spaced, staggeredand driven alternately from each face.Clinch nails where possible.1/8" min gap1/8" min gapWEB STIFFENER REQUIREMENTS1/8" min gapConcentrated loadW1ProductsPlotID Length Product Plies Net QtyJ1-16" O.C. 18' 0" 11 7/8" PJI-40 1 8J2-16" O.C. 16' 0" 11 7/8" PJI-40 1 17J3-16" O.C. 14' 0" 11 7/8" PJI-40 1 2J4-16" O.C. 12' 0" 11 7/8" PJI-40 1 4J5-16" O.C. 6' 0" 11 7/8" PJI-40 1 2J6-16" O.C. 4' 0" 11 7/8" PJI-40 1 11J7-16" O.C. 18' 0" 11 7/8" PJI-60 1 22J8-16" O.C. 8' 0" 11 7/8" PJI-60 1 1J9-16" O.C. 6' 0" 11 7/8" PJI-60 1 1B1-2 26' 0" 1.75" x 11.875" 2.0E PWLVL 2 2B2-3 20' 0" 1.75" x 11.875" 2.0E PWLVL 3 3B3-2 12' 0" 1.75" x 11.875" 2.0E PWLVL 2 4B4-3 10' 0" 1.75" x 11.875" 2.0E PWLVL 3 3B5-2 4' 0" 1.75" x 11.875" 2.0E PWLVL 2 4B6-3 20' 0" 1.75" x 14" 2.0E PWLVL 3 3B7-4 18' 0" 1.75" x 14" 2.0E PWLVL 4 4B8-4 22' 0" 1.75" x 18" 2.0E PWLVL 4 4B9-4 22' 0" 1.75" x 20" 2.0E PWLVL 4 4RIM1 12' 0" 1 1/8" x 11 7/8" APA Rim Board 1 12Connector SummaryQty Manuf Product1 USP HD52101 USP HDQ410IF1 USP HLBH3511883 USP TFL251183 USP THF351122 USP THO35118Customer 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: ___________________________________