49 -001 FRAME06Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Wright
Wright 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
09/01/16
DESCRIPTION:
FINAL
N/A
N/A See Boise literature for joistvertical load capacity.See Boise literature for joist blockingbirdsmouth cut in bottom D2X2N2X1ST FLOOR FRAMING PLAN2XPR R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 60 Spruce-Pine-Fir #2 2 x 12 16' 0" R1 6 v v 16' 0" J2 10 v v 14' 0" R2 3 v v 14' 0" R3 1 v v 8' 0" J3 3 v v 5' 0" R4 1 v v 4' 0" R5 1 v v 3' 0" Total length: 1268' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B2 3 1-3/4x9-1/2 VERSA-LAM 2.0 3100 14' 0" B8 3 v v 34' 0" Total length: 144' 0" G1 2 Spruce-Pine-Fir #2 2 x 12 5' 0" G3 2 v v 4' 0" G6 2 v v 16' 0" G7 2 v v 16' 0" Total length: 82' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 6 Column by others 8' 1-1/8" Total length: 48' 6-3/4" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 12 36' 0" Total length: 36' 0"All product names are trademarks of their respective owners SO BU 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 immediately ------------- Connector List -------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail----------------------------------------------------------------------------------------------------------------------------------------------------------------------------H1 2 LUS210-2 8 10dx1.5" 6 10d C15076A.pdfH2 3 LUS210 8 10dx1.5" 4 10d C15076A.pdf---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 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.5778lbs7164lbs15286lbs17483lbs17537lbs12036lbsR5R4R3R2R2R2R1R1R1R1R1R1J316" ocJ216" ocJ112" ocJ112" ocJ116" ocJ116" ocJ116" ocB83 plyB23 plyG72 plyG62 plyG32 plyG12 plyH1H1H2