49 -001 FRAME10Sum 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
2nd walls
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 D2X2N2X1S2XPR ROOF FRAMING PLAN ------- Roof Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 44 Spruce-Pine-Fir #2 2 x 12 22' 0" R2 21 v v 12' 0" Total length: 1220' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ G1 2 Spruce-Pine-Fir #2 2 x 12 16' 0" G2 2 v v 8' 0" G3 2 v v 14' 0" G4 2 v v 8' 0" G5 3 v v 22' 0" G6 3 v v 22' 0" Total length: 224' 0" G7 2 1-3/4x11-1/4 VERSA-LAM 2.0 310 22' 0" G8 2 v v 22' 0" Total length: 88' 0" G9 3 Spruce-Pine-Fir #2 2 x 12 22' 0" G10 3 v v 22' 0" G11 3 v v 22' 0" G12 3 v v 22' 0" Total length: 264' 0" G13 2 1-3/4x14 VERSA-LAM 2.0 3100 SP 46' 0" Total length: 92' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 2 Column by others 8' 1-1/8" Total length: 16' 2-1/4" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 12 56' 0" Total length: 56' 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 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.14574lbs15377lbsR2R2R2R2R1R1R1R1R1R1G132 plyG123 plyG113 plyG103 plyG93 plyG82 plyG72 plyG63 plyG53 plyG42 plyG32 plyG22 plyG12 plyH3H3H3H3H3H3H3H3H1H1H2H2H1H1H1H1H4H4H4H4H4H4LRU212 HANGERS