FRAME06(7) 1st fl frame planof Boise joist & rimboard fortotal vertical load capacity.Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Dambov West Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/4" = 1'NOTES:SHEET NUMBER: 1
foundation
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
07/31/15
DESCRIPTION:
FINAL
N/A
N/A
DO NOTcut, notch or drill flangesDO NOTcut holes near bearing supportMinimum distance perBoise joist hole chart.Boise Rim JoistSee Boise literature for joistvertical load capacity.Note: Minimum 2x6bearing plate requiredwith 2" flange width &larger series joists.See Boise literature for joist blockingbirdsmouth cut in bottom D2X2N2X1ST FLOOR FRAMING PLAN2XPR R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 1 1" X 9-1/2" RIMBOARD 21' 7" R2 1 v v 14'11" R3 1 v v 14'10" R4 1 v v 13' 5-1/2" R5 1 v v 5' 2" Total length: 69'11-1/2" J1 18 9-1/2" AJS 20 30' 0" R6 1 v v 22' 0" J2 3 v v 20' 0" J3 11 v v 16' 0" R7 2 v v 16' 0" J4 7 v v 14' 0" R8 1 v v 14' 0" J5 1 v v 6' 0" R9 1 v v 6' 0" Total length: 954' 0" R10 4 1" x 9-1/2" RIM BOARD 12' 0" R11 1 v v 11'11" R12 1 v v 11' 0" R13 1 v v 8' 0" R14 1 v v 6' 3" R15 1 v v 3' 1" RXX (R/L) v v 2' 0" Total length: 90' 3" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B7 2 1-3/4x11-7/8 VERSA-LAM 2.0 310 36' 0" Total length: 72' 0" B8 3 1-3/4x9-1/2 VERSA-LAM 2.0 3100 12' 0" G1 2 v v 12' 0" G2 1 v v 5' 0" G3 1 v v 4' 0" G4 1 v v 5' 0" G5 2 v v 16' 0" Total length: 106' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 4 POS~Column by others 8' 1-1/8" Total length: 32' 4-1/2" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) 9-1/2" AJS 20 34' 0" Total length: 34' 0"All product names are trademarks of their respective ownersCSOCBU 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 immediately16222lbs21308lbs18471lbs0lbsRXXR15R14R13R12R11R10R10R10R10R9R8R7R7R6R5R4R3R2R1P1P1P1P1J516" ocJ416" ocJ316" ocJ316" ocJ316" ocJ216" ocJ116" ocB83 plyB72 plyG52 plyG41 plyG31 plyG21 plyG12 plyH2H1H6H5H4H34" LALLY COLUMNS W/SPFLD CAPS