31A-169 FRAME08CONTIUOUS HEADERSum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Martins
Dave Hardy/MartinsWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/4" = 1'NOTES:SHEET NUMBER: 1
1st walls
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
04/04/17
DESCRIPTION:
FINAL
N/A
N/A
Northampton
66 Maynard Rd See Boise literature for joistvertical load capacity.See Boise literature for joist blockingbirdsmouth cut in bottom D2X2ND FLOOR FRAMING PLAN2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 1 1" X 14" RIM BOARD 6' 9" R2 1 v v 4' 5" Total length: 11' 2" J1 10 14" AJS 25 24' 0" J2 1 v v 5' 0" Total length: 245' 0" J3 8 14" AJS 20 28' 0" J4 1 v v 20' 0" R3 2 v v 12' 0" R4 1 v v 7' 0" R5 1 v v 5' 0" R6 1 v v 3' 0" Total length: 283' 0" R7 2 1" x 14" RIM BOARD 12' 0" R8 1 v v 11' 5" R9 1 v v 11' 4" R10 1 v v 2' 7-1/4" R11 1 v v 2' 6-1/4" Total length: 51'10-1/2" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B2 2 Spruce-Pine-Fir #2 2 x 8 7' 0" B3 2 v v 8' 0" Total length: 30' 0" B5 2 1-3/4x14 VERSA-LAM 2.0 3100 SP 22' 0" Total length: 44' 0" B6 2 Spruce-Pine-Fir #2 2 x 8 8' 0" B7 2 v v 8' 0" Total length: 32' 0" G4 3 1-3/4x18 VERSA-LAM 2.0 3100 SP 24' 0" Total length: 72' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 2 Spruce-Pine-Fir #2 2 x 10 8' 0" Total length: 16' 0" B8 2 1-3/4x11-7/8 VERSA-LAM 2.0 310 10' 0" B12 2 v v 10' 0" Total length: 40' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 3 Column by others 8' 1-1/8" Total length: 24' 3-3/8" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) 14" AJS 25 12' 0" Total length: 12' 0" XXX (R/L) 14" AJS 20 20' 0" Total length: 20' 0"All product names are trademarks of their respective owners SO BU HROOVITITHUHHLSLS3RThis layout has been created using the information from the plan provided, and/or verbal informationfrom the general contractor. r.k Miles assumes no responsibility for this layout ifaltered during construction or any of the structural members shown are not supplied by r.k. MilesIt is the responsibility of the building contractor / owner to install and / or oversee the installationof all the engineered wood components to assure compliance with the manufacturers specifications.If anychanges are made to this project after the completion of our layout contact RK Miles immediately DESIGN ASSUMPTIONS ==================== Loads: T/C Live: 40 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Live Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges.1070lbs2299lbs2687lbsR1R2R3R3R4R5R6R7R7R8R9R10R11J116" ocJ216" ocJ316" ocJ416" ocB12 plyB82 plyB122 plyB22 plyB32 plyB52 plyB72 plyB62 plyG43 ply