171002_DAWG's 1st Floor FramingSum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY: Doug Hodgins
JOB: Revocable Tr
Wright/Revocable TrustWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 3/8" = 1'NOTES:SHEET NUMBER: 1
foundation
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
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N/A
10/02/17
DESCRIPTION:
FINAL
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Leeds Ma.See Boise literature for joistvertical load capacity.See Boise literature for joist blockinghigh end of rafter.birdsmouth cut in bottom D2X2N2X1ST FLOOR FRAMING PLAN2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 6 Spruce-Pine-Fir #2 2 x 10 16' 0" J1 28 v v 14' 0" R2 4 v v 12' 0" R3 2 v v 4' 0" Total length: 544' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 3 1-3/4x16 VERSA-LAM 2.0 3100 SP 20' 0" Total length: 60' 0" B2 3 1-3/4x7-1/4 VERSA-LAM 2.0 3100 4' 0" Total length: 12' 0" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 10 18' 0" Total length: 18' 0"All product names are trademarks of their respective owners SO B HROOITITHUHHLS 23RThis 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.R1R1R1R1R1R1R2R2R2R2R3R3J116" ocJ116" ocB13 plyB23 plyH114' 0"19' 5-1/2"28' 0"