deck plansd 02-24-17BIG FOOT CONCRETE FOOTINGS OR PRECAST PIERS
6X6 POSTS
SIMPSON DTTZ1 TENSION TIESIMPSON DTTZ1 TENSION TIE
10" SONOTUBE10" SONOTUBE
Sum vertical load capacitiesSHIPPING INFORMATION:DESIGNED BY: Doug HodginsJOB: Smith HowardKeiter/Howard SmithWest Hatfield Ma.
21 West St.
rk Miles Inc.
Scale: 3/8" = 1'
NOTES:SHEET NUMBER: 1foundation LAYOUTFINALN/AN/AISSUE:DATE:N/AN/A11/16/16DESCRIPTION:FINALN/AN/A441 Kennedy RDSee Boise literature for joist
vertical load capacity.See Boise literature for joist blocking
birdsmouth cut in bottom
DECK FRAMING PLAN
2X
2N
2X
1S
2X
P
R
------- Floor Framing Material -------
Type Qty. Product Length
------ ---- ------- ------
J1 25 SYP (PT MCA) #1 2 x 10 16' 0"
J2 4 v v 5' 0"
Total length: 420' 0"
------- Beam & Ledger Material -------
Type Qty. Product Length
------ ---- ------- ------
B9 3 SYP (PT MCA) #1 2 x 10 34' 0"
G1 1 v v 5' 0"
G2 1 v v 5' 0"
G3 2 v v 3' 0"
G4 2 v v 3' 0"
G5 2 v v 18' 0"
G6 2 v v 18' 0"
Total length: 196' 0"
------- Post Material -------
Type Qty. Product Length
------ ---- ------- ------
P1 7 Column by others 8' 1-1/8"
Total length: 56' 7-7/8"
------- Miscellaneous Materials -------
Type Qty. Product Length
------ ---- ------- ------
XXX (R/L) SYP (PT MCA) #1 2 x 10 62' 0"
Total length: 62' 0"
All product names are trademarks of their respective owners
SO
BU
H
RO
OV
IT
IT
HU
HH
LS
LS
3R
This layout has been created using the information from the plan provided, and/or verbal information
from the general contractor. r.k Miles assumes no responsibility for this layout if
altered during construction or any of the structural members shown are not supplied by r.k. Miles
It is the responsibility of the building contractor / owner to install and / or oversee the installation
of all the engineered wood components to assure compliance with the manufacturers specifications.If any
changes are made to this project after the completion of our layout contact RK Miles
immediately
------------- Connector List -------------
ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------
H1 2 LUS210-2 8 10dx1.5" 6 10d C15076A.pdf
H2 34 LUS210 8 10dx1.5" 4 10d C15076A.pdf
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------
------- Connector Load Table -------
Max. down Max. up
ID# Qty. (lbs) DOL (lbs) DOL Support type Member type Model # Skew Slope Top Note
-------------------------------------------------------------------------------------------------------------------------------------
H1 2 166 100% Dimension Lumber 2ply SYP (PT MCA) #1 2 x 10 (hs) 9
H2 5 141 100% Dimension Lumber 1ply SYP (PT MCA) #1 2 x 10 (hs) 12
H3 29 478 100% Ledger 1ply SYP (PT MCA) #1 2 x 10 (hs) 12
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.
2 2 1 l b s
2 2 1 l b s
1 8 6 0 l b s
1 8 6 0 l b s
4 6 5 8 l b s
4 2 3 1 l b s
4 6 5 8 l b s
J1
16" oc
J2
16" oc
J2
16" oc
B9
3 plyG11 plyG21 plyG3
2 ply
G4
2 ply
G52 plyG62 plyH1 H1
H2
H2
H2
3-5/8" ledgerloks 3 per joist bay
8' 6"8' 6"8' 6"8' 6"
3' 0"34' 0"3' 0"11' 6"4' 6"