#40 2nd fl fl sys 2nd PP - FS 7-2-12-1ConnectorsLabel Qty Description TF Fstnr Face Fstnr Joist FstnrH1 23 TFL25118 6-10d -None 2-10d x 1.5"Blocking ScheduleLabel Qty Description LengthB4a lf 11-7/8'' LPI 20Plus 4'-0"Beam ScheduleLabel Qty Description LengthM1 2 1-3/4x11-7/8 LP-LSL 1.75E 18'-0"M2 3 1-3/4x11-7/8 LP-LSL 1.75E 12'-0"M3 2 1-3/4x11-7/8 LP-LSL 1.75E 10'-0"M4 2 1-3/4x11-7/8 LP-LSL 1.75E 6'-0"M5 2 1-3/4x9-1/2 LP-LSL 1.75E 22'-0"For Submittal 07/02/2012Joist ScheduleLabel Qty Description LengthJ1 2 11-7/8'' LPI 20Plus 14'-0"J2 1 11-7/8'' LPI 20Plus 10'-0"J3 12 11-7/8'' LPI 20Plus 4'-0"J4 16 11-7/8'' LPI 32Plus 22'-0"J5 2 11-7/8'' LPI 32Plus 22'-0"Rimboard ScheduleLabel Qty Description LengthRBx 5 1-1/8x11-7/8 LP-OSB Rim 16'-0"RB10 1 11-7/8'' LPI 20Plus 8'-0"RB11 1 11-7/8'' LPI 20Plus 8'-0"RB12 1 11-7/8'' LPI 20Plus 4'-0"RB13 1 11-7/8'' LPI 20Plus 4'-0"DRAWN BY06/28/20122ndFLOOR FRAMINGREV. NO.Ben TraffordPlot Date:LOADING DEFLECTIONROOF LIVE 35 PSF L/480ROOF TOTAL 55 PSF L/360FLOOR LIVE 40 PSF L/480FLOOR TOTAL 55 PSF L/360DESIGN NOTES:------------1. JOIST LAYOUT SHOWN IS TO ASSISTWITH ESTIMATE AND JOIST LOCATION,SUPERINTENDANT IS RESPONSIBLE TOSEE THAT JOIST & LVL LOCATIONS DONOT INTERFERE WITH PLUMBING ORMECHANICAL EQUIPMENT.2. JOISTS ARE DESIGNED FOR FLOORLOADING ONLY. ALL ROOF & CEILINGLOADS ARE TO BEAR DIRECTLY ABOVEBEARINGS UNLESS NOTED OTHERWISE.3. REFER TO DETAILS IN INSTALLATIONGUIDE PRIOR TO CONSTRUCTION.EVERY EFFORT HAS BEEN MADE TO BE AS ACCURATE AS POSSIBLE WITHTHIS STRUCTURAL TAKEOFF. DUE TO LACK OF DETAIL AND INFORMATIONON MANY PLANS, AND THE VARIANCE OF FRAMING TECHNIQUES IN THEINDUSTRY, CERTAIN DESIGN ASSUMPTIONS MAY HAVE BEEN MADE.THEREFORE, IT IS IMPERATIVE THAT THE LUMBER DEALER AND THECUSTOMER REVIEW THESE PLANS 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 AT THE EXPENSE OF THE LUMBERDEALER AND/OR CONTRACTOR. THIS LAYOUT CONTAINS ENGINEEREDWOOD PRODUCTS WITH SPECIFIC DESIGN VALUES, ANY SUBSTITUTIONMUST HAVE EQUAL OR GREATER DESIGN VALUES. This drawing may not be copied without prior written permission3/8''=1'-0''Architectural Construction SupplySheet SizeScale24 x 36 (D)DATEDrawing No.12062741Bear Hill EstatesLot 39C-R Mark Warner Rd.Northampton, MA2nd Floor Deck EWP Placement Plan(Typical of Lot 40C-R)155 Bay Road / PO Box 945Belchertown, MA 01007PH: (413) 323-7247 FAX: (413) 323-5780http://www.ufpi.com/A9RIM BOARD AS STARTER JOISTProvide blocking forlateral support as required. Use LP I-Joist,LP LVL, LP LSL, or LP Rim Board as blocking10d box nails at 6" o.c. toe-nailedfrom outside of building.10d box nails at 6"o.c.toe-nailed from outside of building.RIM BOARDA1Same depth as I-joistFasten rim board to each floorI-Joist using one 8d nail or10d box nail per flangeUse two 8d nails or two 10d box nails(one on each side)B4a JOIST NAILING AT INTERIOR SUPPORTw Blocking16'' ocA9A9A1A9J3A11'-8 1/2"16'' oc16'' ocA152'-0"J1J4RB1246'-0"16'' oc(2)J514'-4"12'-0"20'-3 1/2"11'-8 1/2"8'-0"22'-0"3'-4"7'-2"3'-0"7'-6"3'-0"1'-0"3'-0"8'-0"4'-0"3'-0"24'-0"9'-0"12'-0"12'-0"8'-4 1/2"3'-11"20'-0"19'-8 1/2"32'-3 1/2"RB8RB1016'' oc14'-0"B4aJ2RB1RB4RB2RB3H1RB11RB5RB6RB6RB7RB13RB9(2)M5(2)M1(3)M2(2)M3(2)M4H1H1H1H1H1H1H1H1H1H1H1H1 H1H1H1H1H1H1H1H1H1H1A1