Frame Roof - 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
2nd walls
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. D2X2N2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION ROOF FRAMING PLAN ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 1 Spruce-Pine-Fir #2 2 x 6 14' 0" R3 1 v v 12' 0" R4 1 v v 10' 0" R7 1 v v 8' 0" R9 1 v v 7' 0" R13 2 v v 4' 0" R15 2 v v 2' 0" Total length: 63' 0" ------- Roof Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R2 2 Spruce-Pine-Fir #2 2 x 6 12' 0" R5 2 v v 10' 0" R6 8 v v 8' 0" R8 2 v v 7' 0" R10 1 v v 6' 0" R11 1 v v 5' 0" R12 2 v v 4' 0" R14 2 v v 3' 0" Total length: 147' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ G1 2 Spruce-Pine-Fir #2 2 x 8 14' 0" Total length: 28' 0" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 6 26' 0" Total length: 26' 0"All product names are trademarks of their respective owners SO BU HOVITITHUHHLS 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: 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.R1R3R4R7R9R13R13R15R15R2R5R5R6R6R6R8R8R10R11R12R12R14R14G12 plyH1H 1 H1H1H1ROOF TRUSSES 24” O/C