37 Franklin St - Framing - First FloorSum vertical load capacitiesof Boise joist & rimboard for
Backer Block Optional
N/AN/AFINALDESCRIPTION:03/05/21N/AN/ADATE:ISSUE:N/AN/AFINALfoundation LAYOUTSHEET NUMBER: 1NOTES:
Scale: 3/8" = 1'
rk Miles Inc.
21 West St.
West Hatfield Ma.Wright/Safe PassageJOB: Safe passageDESIGNED BY: Doug HodginsSHIPPING INFORMATION:vertical load capacity.See Boise literature for joist
vertical load capacity.See Boise literature for joist blockingLoad bearing wall above23/32" min. plywood/OSB
high end of rafter.
birdsmouth cut in bottom
2x6 one side for 240 PLF max.
2x4 one side for 135 PLF max.
DECK FRAMING PLAN
2X8 ROOF RAFTERS 16" O/C
2ND FLOOR FRAMING PLAN
2X12 ROOF RAFTERS 16” O/C
1ST FLOOR FRAMING PLAN
2X10 RAFTERS 16” O/C
ROOF FRAMING PLAN
------- Floor Framing Material -------
Type Qty. Product Length
------ ---- ------- ------
R1 1 Spruce-Pine-Fir #2 2 x 10 16' 0"
J1 7 v v 14' 0"
R2 2 v v 14' 0"
J2 3 v v 12' 0"
R3 2 v v 12' 0"
R4 2 v v 2' 0"
Total length: 206' 0"
------- Beam & Ledger Material -------
Type Qty. Product Length
------ ---- ------- ------
G1 2 1-3/4x9-1/4 VERSA-LAM 2.0 3100 12' 0"
Total length: 24' 0"
All product names are trademarks of their respective owners
CEILING FRAMING PLAN
SOLID BLOCKING OR METAL BRIDGING
CEILING FRAMING PLAN
BUILD DOWN GARAGE WALLS TO ACCOMIDATE FOR LARGER JOISTS
HEADER & BEAM LAYOUT
ROOF TRUSSES 24” O/C
OVERFRAME TO ROOF BELOW
ITS2561188 TOP MOUNT HANGERS
ITS25695 TOP MOUNT HANGERS
HUS1.81/10 LVL HANGER
HHUS410 LVL HANGER
LSSUH310 HANGERS
2 SIMPSON STHD14 STRAPS EMBEDDED INTO POUR
3RD FLOOR FRAMING LAYOUT
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 10 LUS210 8 10dx1.5" 4 10d C17128X.pdf
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------
R1
R2R2
R3R3
R4R4
J116" ocJ216" ocG1
2 ply
H1H113' 0"