31A-156 FRAME06DTT1Z TENSION TIEDTT1Z TENSION TIESIMPSON L90 ANGLESIMPSON L90 ANGLESum 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
foundation
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 DECK FRAMING PLAN2X2N2X1S2XPRELIMINARY PLAN, NOT FOR CONSTRUCTION R ------- Floor Framing Material ------- Type Qty. Product Length ------ ---- ------- ------ J1 14 SYP (PT MCA) #1 2 x 10 14' 0" Total length: 196' 0" ------- Beam & Ledger Material ------- Type Qty. Product Length ------ ---- ------- ------ B3 3 SYP (PT MCA) #1 2 x 8 20' 0" Total length: 60' 0" G1 2 SYP (PT MCA) #1 2 x 10 14' 0" G2 2 v v 14' 0" Total length: 56' 0" ------- Post Material ------- Type Qty. Product Length ------ ---- ------- ------ P1 3 Column by others 8' 1-1/8" Total length: 24' 3-3/8" ------- Miscellaneous Materials ------- Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) SYP (PT MCA) #1 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: 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 14 LUS210 8 10dx1.5" 4 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 14 344 100% Ledger 1ply SYP (PT MCA) #1 2 x 10 (hs) 124624lbs5264lbs5264lbsJ116" ocB33 plyG22 plyG12 plyH110' 6"2' 0"9' 7"9' 7"10-12 BIGFOOT CONCRETE FOOTINGS3-5/8" LEDGERLOKS-2 PER JOIST BAY