24A-143 FRAME08BEARING WALLSSum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY: Doug Hodgins
JOB: O'Reilly
Dadmun/O'ReillyWest 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:
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N/A
03/01/16
DESCRIPTION:
FINAL
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N/A
33 Roe Ave. Northampton See Boise literature for joistvertical load capacity.See Boise literature for joist blockinghigh end of rafter.birdsmouth cut in bottom D2X2ND FLOOR FRAMING PLAN2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B4 3 1-3/4x9-1/2 VERSA-LAM 2.0 3100 12' 0" Total length: 36' 0" G2 2 1-3/4x14 VERSA-LAM 2.0 3100 SP 16' 0" Total length: 32' 0" G3 2 1-3/4x7-1/4 VERSA-LAM 2.0 3100 8' 0" G5 2 v v 10' 0" Total length: 36' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 2 Spruce-Pine-Fir #2 2 x 8 5' 0" Total length: 10' 0"All product names are trademarks of their respective owners SO BU HEADER & BEAM LAYOUTROOVITITHUHHLSLS3RThis 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 immediatelyB12 plyB43 plyG22 plyG52 plyG32 plyH127' 0"24' 0"14' 0"9' 9"