23C-110 FRAME0510-12 BIG FOOT CONCRETE FOOTINGS12" SONOTUBES12" SONOTUBESSOLID BLOCKING OVER ALL BEAMS3-5/8" LEDGERLOKS 2 PER JOIST BAY3-5/8" LEDGERLOKS 2 PER JOIST BAY3-5/8" LEDGERLOKS 3 PER JOIST BAYSIMPSON DTT1ZSum vertical load capacitiesSHIPPING INFORMATION:
DESIGNED BY:
Doug Hodgins
JOB: Caron
Jeff Bott/ Caron West Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/4" = 1'NOTES:SHEET NUMBER: 1
decks
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
03/28/17
DESCRIPTION:
FINAL
N/A
N/A See Boise literature for joistvertical load capacity.See Boise literature for joist blockingbirdsmouth cut in bottom DECK FRAMING PLAN2X2N2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 14 SYP (PT MCA) #1 2 x 10 12' 0" Total length: 168' 0" J2 12 SYP (PT MCA) #1 2 x 8 7' 0" J3 20 v v 6' 0" R1 2 v v 6' 0" Total length: 216' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B1 2 SYP (PT MCA) #1 2 x 10 28' 0" B11 2 v v 20' 0" B14 2 v v 20' 0" Total length: 136' 0" G2 1 SYP (PT MCA) #1 2 x 8 8' 0" G3 1 v v 8' 0" Total length: 16' 0" G4 1 SYP (PT MCA) #1 2 x 10 14' 0" Total length: 14' 0" G5 1 SYP (PT MCA) #1 2 x 8 6' 0" Total length: 6' 0" G6 1 SYP (PT MCA) #1 2 x 10 8' 0" Total length: 8' 0" G7 1 SYP (PT MCA) #1 2 x 8 8' 0" Total length: 8' 0" G10 2 SYP (PT MCA) #1 2 x 10 14' 0" Total length: 28' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 12 Column by others 8' 1-1/8" Total length: 97' 1-1/2" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) SYP (PT MCA) #1 2 x 10 18' 0" Total length: 18' 0" XXX (R/L) SYP (PT MCA) #1 2 x 8 44' 0" Total length: 44' 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: 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 33 LUS26 4 10d 3 10d C15076A.pdfH2 14 LUS28 6 10d 3 10d C15076A.pdf----------------------------------------------------------------------------------------------------------------------------------------------------------------------------103lbs733lbs1834lbs1884lbs1984lbs2492lbs2310lbs1914lbs897lbs2368lbs2264lbs2230lbsR1R1J116" ocJ216" ocJ216" ocJ216" ocJ316" ocB12 plyB112 plyB142 plyG21 plyG31 plyG41 plyG51 plyG61 plyG71 plyG102 plyH1H1H2H110-12 BIG FOOT CONCRETE FOOTINGS