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1F EWP PP - Q - 3-6-15(1) 1st fl frameConnector SummaryQty Manuf Product3 HD171122 THD4108 THF2511226 THO25118ProductsPlotID Length Product Plies Net QtyJ1-16" O.C. 26' 0" 11-7/8'' LPI 20Plus 1 13J2-16" O.C. 24' 0" 11-7/8'' LPI 20Plus 1 22J3-16" O.C. 22' 0" 11-7/8'' LPI 20Plus 1 9J4-16" O.C. 18' 0" 11-7/8'' LPI 20Plus 1 2J5-16" O.C. 14' 0" 11-7/8'' LPI 20Plus 1 13J6-16" O.C. 12' 0" 11-7/8'' LPI 20Plus 1 2J7-16" O.C. 10' 0" 11-7/8'' LPI 20Plus 1 2J8-16" O.C. 8' 0" 11-7/8'' LPI 20Plus 1 8J9-16" O.C. 6' 0" 11-7/8'' LPI 20Plus 1 3B1-2 14' 0" 1-3/4x11-7/8 LP-LSL 1.75E 2 2B2 10' 0" 1-3/4x11-7/8 LP-LSL 1.75E 1 1B3 8' 0" 1-3/4x11-7/8 LP-LSL 1.75E 1 1B4 6' 0" 1-3/4x11-7/8 LP-LSL 1.75E 1 1B5 4' 0" 1-3/4x11-7/8 LP-LSL 1.75E 1 1LVL RIM 30' 0" 1-3/4x11-7/8 LP-LVL 2900Fb-2.0E 1 1B6-3 30' 0" 1-3/4x11-7/8 LP-LVL 2900Fb-2.0E 3 3B7-3 26' 0" 1-3/4x11-7/8 LP-LVL 2900Fb-2.0E 3 3B8-2 12' 0" 1-3/4x11-7/8 LP-LVL 2900Fb-2.0E 2 2B9-2 10' 0" 1-3/4x11-7/8 LP-LVL 2900Fb-2.0E 2 4B10-3 8' 0" 1-3/4x11-7/8 LP-LVL 2900Fb-2.0E 3 3RIM1 16' 0" 1-1/8x11-7/8 LP-OSB Rim 1 17Bk1 36' 0" 11-7/8'' LPI 20Plus 1 1Basement wall needs to beload-bearing.Beam shifted to accept load-bearing wall from aboveBeam shifted to accept load-bearing wall from aboveExtend beam beyond centerof post a few inches tosupport floor joist.Post is not required here.Verify ALL Dimensions!Posts are provided by others.The floor is designed to handleloading for a trussed roofsubmitted by UFP.B10-3B6-3B9-2B9-2B1-2B3B2B4B5B8-2LVL RIMB7-3SB2SB1J7-16" O.C.J9-16" O.C.J3-16" O.C.J5-16" O.C.J6-16" O.C.J6-16" O.C.J5-16" O.C.J5-16" O.C.J9-16" O.C.J9-16" O.C.J7-16" O.C.THO25118THO25118THO25118THO25118THO25118HD17112HD17112HD17112THO25118THO25118THO25118THO25118THO25118THO25118THO25118THO25118THO25118THO25118THO25118THO25118THO25118THO25118THO25118THO25118THO25118THO25118THO25118THO25118THO25118THD410THD410THF25112THF25112THF25112THF25112THF25112THF25112THF25112THF25112J2-16" O.C.(3)J2-16" O.C.(19)J1-16" O.C.(9)J1-16" O.C.(3)J4-16" O.C.(2)J5-16" O.C.(9)J3-16" O.C.(8)J8-16" O.C.(8)4' 6"20' 6"11' 9" 11' 9"1' 0"42' 6"7' 0" 1' 8"1' 0"47' 10"2' 0" 12' 9"24' 0"11' 9"3' 11 1/2" 3' 8" 9' 10 1/2"3' 7" 3' 8" 3' 10 1/2" 8" 10' 11"8' 9"7' 1 3/4" 7' 5 1/4"12' 6"8"8"10"10"48' 6"5' 6"6' 11" 6' 11" 6' 11" 7' 3"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' 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"7 5/8"1 1/8"1' 0"9 5/8"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' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 5 1/4"1' 4"1' 7"1' 1"1' 4"16' 6 5/8"11' 6 1/8"3' 7 1/2"3' 7 1/2"6"Customer NameA. Boilards & Sons, I.O.Drawn BySteve RosinskiPrinted 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 NameVillage Hill, A27Job StatusFor Quote OnlyL/480L/240Roof TotalFloor LiveFloor TotalRoof Snow40 psf60 psf40 psf55 psfPage 1 of 1Notes