31A-143 FRAME085-1/4" X 5-1/4" VESA-LAM COLUMNDo Notcut, notch or drill flangesDo Notcut holes near bearing supportor rimboard closure.BCI Joist Blocking2000 lb/ft. vertical loadLoad bearing wall above(stacked over wall below)Load bearing wall above(stacked over wall below)Sum vertical load capacitiesof Boise joist & rimboard forSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: 37 Forbes Av
Ted Tirk/37 ForbesWest 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
06/27/14
DESCRIPTION:
FINAL
N/A
N/A
37 Forbes AveDE2X2ND FLOOR FRAMING PLAN2X1S2XPRThis 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 R ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B3 3 1-3/4x14 VERSA-LAM 2.0 3100 SP 32' 0" Total length: 96' 0" G1 3 1-3/4x7-1/4 VERSA-LAM 2.0 3100 14' 0" G2 3 v v 14' 0" Total length: 84' 0"All product names are trademarks of their respective ownersBESOBEBU HROVITITHUHHLSLS19943lbsB33 plyG23 plyG13 ply11' 0-1/2"7' 2"12' 6"24' 8-1/4"