18C-126 FRAME10Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY: Doug Hodgins
JOB: SackreyJohn
SackreyJohn/HouleWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/4" = 1'NOTES:SHEET NUMBER: 1
2nd walls
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
06/16/17
DESCRIPTION:
FINAL
N/A
N/A
Northampton
Blackberry Ln See Boise literature for joistvertical load capacity.See Boise literature for joist blockinghigh end of rafter.birdsmouth cut in bottom D2N2X1S ROOF FRAMING PLAN ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R2 1 Spruce-Pine-Fir #2 2 x 10 24' 0" R4 2 v v 22' 0" R5 2 v v 8' 0" R6 2 v v 3' 0" Total length: 90' 0" ------- Roof Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 7 Spruce-Pine-Fir #2 2 x 10 24' 0" R3 13 v v 22' 0" Total length: 454' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ G1 2 1-3/4x14 VERSA-LAM 2.0 3100 SP 16' 0" Total length: 32' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 1 Column by others 8' 1-1/8" Total length: 8' 1-1/8" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 10 26' 0" XXX (R/L) v v 6' 0" Total length: 32' 0"All product names are trademarks of their respective owners SO BU HROOVERFRAME TO ROOF BELOWITITHUHHLSLS3RThis 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: 35 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Snow Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges.4391lbsR6R6R5R5R4R4R2R3R3R1R1G12 plyH1H1VAULTED CEILING BELOWLRU210 HANGERS2X10 ROOF RAFTERS 16" O/C2X6 RAFTERS 16” O/C