FRAME05.SHT3-5/8" LEDGERLOKS- 2 PER JOIST BAY
SIMPSON CAPS AND BASES ON ALL POSTS
of Boise joist & rimboard forSum vertical load capacities
Backer Block Optional
SHIPPING INFORMATION:DESIGNED BY: Doug HodginsJOB: WellsKeiter/WellsWest Hatfield Ma.
21 West St.
rk Miles Inc.
Scale: 1/2" = 1'
NOTES:SHEET NUMBER: 1* LAYOUTFINALN/AN/AISSUE:DATE:N/AN/A09/27/21DESCRIPTION:FINALN/AN/ASee Boise literature for joistvertical load capacity.See Boise literature for joist blockingvertical load capacity.Load bearing wall above23/32" min. plywood/OSB
birdsmouth cut in bottom
high end of rafter.
2x4 one side for 135 PLF max.
2x6 one side for 240 PLF max.
DECK FRAMING PLAN
1ST FLOOR FRAMING PLAN
2X10 RAFTERS 16” O/C
PRELIMINARY PLAN, NOT FOR CONSTRUCTION
------- Floor Framing Material -------
Type Qty. Product Length
------ ---- ------- ------
J1 8 SYP (PT MCA) #1 2 x 8 10' 0"
Total length: 80' 0"
------- Beam & Ledger Material -------
Type Qty. Product Length
------ ---- ------- ------
B5 2 SYP (PT MCA) #1 2 x 8 12' 0"
G3 2 v v 12' 0"
G4 2 v v 12' 0"
Total length: 72' 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 8 12' 0"
Total length: 12' 0"
All product names are trademarks of their respective owners
CEILING FRAMING PLAN
SOLID BLOCKING OR METAL BRIDGING
CEILING FRAMING PLAN
HEADER & BEAM LAYOUT
ROOF TRUSSES 24” O/C
2 SIMPSON STHD14 STRAPS EMBEDDED INTO POUR
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
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 C19102X.pdf
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------
------- Connector Load Table -------
Max. down Max. up
ID# Qty. (lbs) DOL (lbs) DOL Support type Member type Model # Skew Slope Top Note
-------------------------------------------------------------------------------------------------------------------------------------
H1 8 318 100% Ledger 1ply SYP (PT MCA) #1 2 x 8 (hs) 2
7 4 0 l b s
7 4 0 l b s
1 9 8 0 l b s
J1
16" oc
B5
2 ply G32 plyG42 plyH1
12' 0"4' 0"7' 0"10' 0"5' 0"6' 0"6' 0"4' 0"DTT1ZDTT1ZDTT1ZDTT1ZMIN. 12" SONOTUBES, OR HELICAL PIERS