Frame 2nd Floor - 230 Emerson WayCONTIUOUS HEADERof Boise joist & rimboard fortotal vertical load capacity.Sum 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
1st walls
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
08/09/19
DESCRIPTION:
FINAL
N/A
N/A
larger series joists.with 2" flange width &bearing plate requiredNote: Minimum 2x6vertical load capacity.See Boise literature for joistBoise Rim JoistSee Boise literature for joist blockingbirdsmouth cut in bottomhigh end of rafter. D2X2ND FLOOR FRAMING PLAN2X1S2X R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 1 1" X 11 7/8" RIM BOARD 29' 4" R2 1 v v 11'10" Total length: 41' 2" J1 7 11-7/8" AJS 20 30' 0" J2 3 v v 20' 0" J3 8 v v 18' 0" R3 1 v v 18' 0" J4 16 v v 12' 0" R4 2 v v 12' 0" Total length: 648' 0" R5 3 1" x 11-7/8" RIM BOARD 12' 0" R6 1 v v 11' 8" R7 1 v v 9' 7" R8 1 v v 5' 2-3/4" R9 1 v v 2' 0" Total length: 64' 5-3/4" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B7 2 Spruce-Pine-Fir #2 2 x 10 18' 0" B8 2 v v 5' 0" B9 2 v v 7' 0" Total length: 60' 0" B10 1 1-3/4x11-7/8 VERSA-LAM 2.0 310 5' 0" G6 2 v v 12' 0" G11 1 v v 10' 0" G12 1 v v 14' 0" G16 2 v v 18' 0" Total length: 89' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 2 Spruce-Pine-Fir #2 2 x 10 10' 0" B2 2 v v 10' 0" Total length: 40' 0" B3 2 1-3/4x14 VERSA-LAM 2.0 3100 SP 18' 0" Total length: 36' 0" B4 2 Spruce-Pine-Fir #2 2 x 10 8' 0" B5 2 v v 10' 0" Total length: 36' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 3 Column by others 8' 1-1/8" Total length: 24' 3-3/8" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) 11-7/8" AJS 20 10' 0" XXX (R/L) v v 3' 0" Total length: 13' 0"All product names are trademarks of their respective owners CSO 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. ------------- Connector List -------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail----------------------------------------------------------------------------------------------------------------------------------------------------------------------------H1 1 IUS1.81/9.5 8 10d 2 10dx1.5" C17183.pdfH2 1 IUS1.81/9.5 8 10dx1.5" 2 10dx1.5" C17183.pdfH3 16 IUS2.56/11.88 S 10 10d 2 Teardrops C17183.pdfH4 3 IUS2.56/11.88 S 10 10dx1.5" 2 Teardrops C17183.pdf---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- S -- Not in Inventory -- Special Order1163lbs2086lbs710lbsR9R8R7R6R5R5R5R4R4R3R2R1J416" ocJ416" ocJ316" ocJ216" ocJ1
16" ocB52 plyB42 plyB32 plyB22 plyB12 plyB92 plyB82 plyB72 plyB101 plyG162 plyG121 plyG111 plyG62 plyH2H1H4H3H3