Frame 1st Floor - 230 Emerson WaySum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY: Doug Hodgins
JOB: Brown Elkins
Rosemund-Brown/ElkinsWest 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
08/09/19
DESCRIPTION:
FINAL
N/A
N/A vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottomhigh end of rafter.2x4 one side for 135 PLF max.2x6 one side for 240 PLF max. D2X2N2X1ST FLOOR FRAMING PLAN2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 3 Spruce-Pine-Fir #2 2 x 12 20' 0" J2 15 v v 18' 0" R1 10 v v 16' 0" J3 20 v v 14' 0" R2 3 v v 14' 0" J4 26 v v 12' 0" R3 3 v v 12' 0" J5 20 v v 10' 0" R4 5 v v 8' 0" J6 5 v v 8' 0" R5 1 v v 7' 0" R6 1 v v 3' 0" R7 5 v v 2' 0" RXX (R/L) v v 2' 0" Total length: 1462' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B2 3 1-3/4x11-7/8 VERSA-LAM 2.0 310 14' 0" Total length: 42' 0" B5 3 1-3/4x9-1/2 VERSA-LAM 2.0 3100 28' 0" B14 3 v v 34' 0" Total length: 186' 0" G1 1 Spruce-Pine-Fir #2 2 x 12 5' 0" G3 2 v v 20' 0" G4 2 v v 20' 0" G9 2 v v 8' 0" G12 3 v v 18' 0" G13 2 v v 18' 0" Total length: 191' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 9 Column by others 8' 1-1/8" Total length: 72'10-1/8" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 12 66' 0" XXX (R/L) v v 5' 0" Total length: 71' 0"All product names are trademarks of their respective owners SO BU HROOVITITHUHHLS 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.10380lbs16619lbs12262lbs4840lbs6752lbs7079lbs2086lbs1163lbs710lbsRXXR7R7R7R7R6R5R4R4R4R4R4R3R3R3R2R2R2R1R1R1R1R1R1R1R1R1J616" ocJ516" ocJ4
16" oc
J3
16" oc
J216" ocJ216" ocJ216" ocJ116" ocB143 plyB53 plyB23 plyG132 plyG123 plyG92 plyG42 plyG32 plyG11 plyH1H1H223' 6"12' 0"17' 6"53' 0"1' 0"26' 0"22' 0"24' 0"29' 0"34' 0"14' 0"2' 0"2' 0"17' 8"