FRAME06BIG FOOT CONCRETE FOOTINGSOR PRECAST PIERSSum vertical load capacities18 Hillside
Northampton
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FINAL
DESCRIPTION:
05/03/19
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DATE:ISSUE:
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FINAL
foundation
LAYOUT
SHEET NUMBER: 1NOTES:Scale: 1/2" = 1'rk Miles Inc.21 West St.West Hatfield Ma.Hathaway-Brown Mcniece
JOB: Brown
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.2x4 one side for 135 PLF max.2x6 one side for 240 PLF max. D2X2N2X1ST FLOOR FRAMING PLAN2X R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 11 SYP (PT MCA) #1 2 x 10 14' 0" Total length: 154' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B4 2 SYP (PT MCA) #1 2 x 10 16' 0" G1 2 v v 16' 0" G2 2 v v 16' 0" G3 3 v v 16' 0" Total length: 144' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 5 Column by others 8' 1-1/8" Total length: 40' 5-5/8" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) SYP (PT MCA) #1 2 x 10 14' 0" Total length: 14' 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: 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 11 LUS28 6 10d 3 10d C17128X.pdf---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------- Connector Load Table ------- Max. down Max. upID# Qty. (lbs) DOL (lbs) DOL Support type Member type Model # Skew Slope Top Note-------------------------------------------------------------------------------------------------------------------------------------H1 11 417 100% Ledger 1ply SYP (PT MCA) #1 2 x 10 (hs) 26561lbs2565lbs2565lbs2585lbs2585lbsJ116" ocB42 plyG33 plyG22 plyG12 plyH11' 4"4' 0"14' 0"7' 6"7' 6"6' 0"6' 0"2' 0"15' 0"