31A-156 FRAME08LUR210 HANGERS3-5/8" LEDGERLOKS 2 PER JOIST BAYSum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Shatz
Keiter/Shatz West Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/2" = 1'NOTES:SHEET NUMBER: 1
1st walls
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
09/25/17
DESCRIPTION:
FINAL
N/A
N/A
Northampton
61 Maynard 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 ------ ---- ------- ------ R1 1 Spruce-Pine-Fir #2 2 x 10 24' 0" R3 2 v v 16' 0" Total length: 56' 0" ------- Roof Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R2 14 Spruce-Pine-Fir #2 2 x 10 16' 0" Total length: 224' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 3 1-3/4x14 VERSA-LAM 2.0 3100 SP 20' 0" Total length: 60' 0" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) Spruce-Pine-Fir #2 2 x 10 18' 0" Total length: 18' 0"All product names are trademarks of their respective owners SO BU HROOVITITHUHHLS 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: 40 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. ------- Connector Load Table ------- Max. down Max. upID# Qty. (lbs) DOL (lbs) DOL Support type Member type Model # Skew Slope Top Note-------------------------------------------------------------------------------------------------------------------------------------H1 14 284 115% Ledger 1ply Spruce-Pine-Fir #2 2 x 10 (hs) 1 D 30.3R1R3R3R2B13 plyH12' 6"10' 0"19' 2"