23A-060 FRAME10Sum vertical load capacities59 Maple St
Northampton Ma.
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FINAL
DESCRIPTION:
12/13/18
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FINAL
2nd walls
LAYOUT
SHEET NUMBER: 1NOTES:Scale: 3/4" = 1'rk Miles Inc.21 West St.West Hatfield Ma.Keiter/Treworgy
JOB: Treworgy
DESIGNED BY: Doug Hodgins
SHIPPING INFORMATION:vertical load capacity.See Boise literature for joistSee Boise literature for joist blockingbirdsmouth cut in bottomhigh end of rafter. D2X2N2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ R1 1 Spruce-Pine-Fir #2 2 x 8 12' 0" J1 8 v v 5' 0" R2 4 v v 5' 0" Total length: 72' 0" ------- Header Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 2 Spruce-Pine-Fir #2 2 x 8 4' 0" B2 2 v v 7' 0" B3 2 v v 4' 0" B4 2 v v 2' 0" B5 2 v v 2' 0" Total length: 38' 0"All product names are trademarks of their respective owners SO BU HROOVITITHUHHLS 23RD FLOOR FRAMING LAYOUTThis 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: Live Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges. ------------- Connector List -------------ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail----------------------------------------------------------------------------------------------------------------------------------------------------------------------------H1 8 LUS26 4 10d 3 10d C15076A.pdf---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------- Connector Load Table ------- Max. down Max. upID# Qty. (lbs) DOL (lbs) DOL Support type Member type Model # Skew Slope Top Note-------------------------------------------------------------------------------------------------------------------------------------H1 8 133 100% Ledger 1ply Spruce-Pine-Fir #2 2 x 8 (hs) 2R1R2R2R2R2J116" ocB12 plyB22 plyB32 plyB42 plyB52 plyH1