31A-169 FRAME10Sum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Martins
Dave Hardy/MartinsWest 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
04/03/17
DESCRIPTION:
FINAL
N/A
N/A
Northampton
66 Maynard Rd See Boise literature for joistvertical load capacity.See Boise literature for joist blockingbirdsmouth cut in bottom D2X2N2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION ROOF FRAMING PLAN ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R2 1 Spruce-Pine-Fir #2 2 x 12 20' 0" R4 1 v v 18' 0" R5 1 v v 16' 0" R8 1 v v 10' 0" R9 1 v v 5' 0" R10 1 v v 4' 0" R11 2 v v 2' 0" Total length: 77' 0" R13 1 Spruce-Pine-Fir #2 2 x 8 34' 0" R14 1 v v 26' 0" R15 1 v v 24' 0" R16 1 v v 14' 0" R19 1 v v 10' 0" R24 1 v v 5' 0" R28 1 v v 2' 0" RXX (R/L) v v 4' 0" Total length: 119' 0" ------- Roof Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 1 Spruce-Pine-Fir #2 2 x 12 20' 0" R3 13 v v 18' 0" R6 18 v v 14' 0" R7 8 v v 10' 0" R12 1 v v 2' 0" Total length: 588' 0" R17 14 Spruce-Pine-Fir #2 2 x 8 12' 0" R18 23 v v 10' 0" R20 3 v v 8' 0" R21 3 v v 7' 0" R22 14 v v 6' 0" R23 1 v v 5' 0" R25 3 v v 4' 0" R26 4 v v 3' 0" R27 3 v v 2' 0" R30 2 v v 1' 0" Total length: 564' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ G1 2 Spruce-Pine-Fir #2 2 x 12 12' 0" Total length: 24' 0" G2 2 Spruce-Pine-Fir #2 2 x 8 16' 0" G3 2 v v 16' 0" Total length: 64' 0" G4 2 Spruce-Pine-Fir #2 2 x 12 18' 0" G5 2 v v 18' 0" Total length: 72' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 3 Column by others 0' 5-1/2" P2 2 v v 0' 1-1/2" Total length: 1' 7-1/2" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 12 30' 0" Total length: 30' 0" XXX (R/L) Spruce-Pine-Fir #2 2 x 8 78' 0" XXX (R/L) v v 6' 0" Total length: 84' 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.R2R4R5R8R9R10R11R11R13R14R15R16R19R24R28RXXRXXRXXR1R3R3R3R6R6R7R12R17R18R18
R18R18R18R18R20R20R20R21R21R21R22R22R22R22R22R23R25R25R25R26R26R26R26R27R27R27R30R30G12 plyG22 plyG 3 2 p l y G42 plyG52 plyLRU28 HANGERS