264 Old Wilson Rd - Structural sealed FRAME06.SHTSHIPPING INFORMATION:
DESIGNED BY: Doug Hodgins
JOB: Broadbent
Wright Builders/BroadbentWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 3/16" = 1'NOTES:SHEET NUMBER: 1
foundation
LAYOUT
FINAL
N/AN/A
ISSUE:DATE:
N/A
N/A
11/11/20
DESCRIPTION:
FINAL
N/A
N/A
Northampton
254 Old Wilson Rd
1ST FLOOR FRAMING PLAN
ROOF FRAMING PLAN
------- Beam & Ledger Material -------
Type Qty. Product Length
------ ---- ------- ------
B15 3 1-3/4x11-7/8 VERSA-LAM 2.0 310 50' 0"
Total length: 150' 0"
------- Post Material -------
Type Qty. Product Length
------ ---- ------- ------
P1 19 Column by others 8' 1-1/8"
Total length: 153' 9-3/8"
All product names are trademarks of their respective owners
HEADER & BEAM LAYOUT
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.
3 2 8 5 l b s
2 2 0 6 l b s
5 0 7 3 l b s
3 2 9 1 l b s
1 1 3 l b s
1 1 3 l b s
1 0 5 2 l b s
1 0 4 9 0 l b s
1 3 5 7 7 l b s
1 3 9 8 5 l b s
6 7 0 4 l b s
1 8 2 7 1 l b s
B15
3 ply
36' 0"14' 0"16' 5-1/2"13' 6-1/2"8' 0"28' 0"9' 0"7' 0"36' 0"2' 0"
48' 8"
7' 4"
23' 4"
18' 4"12' 0"26' 4"1' 0"FLOOR TRUSSES
4" LALLY COLUMN
TWO SIMPSON STHD14 STRAPS EMBEDDED INTO POUR