264 Old Wilson Rd - Structural sealed FRAME08.SHT5-1/4" X 5-1/4" VERSALAM COLUMN
SIMPSON STRONGWALL
LOWER ROOF
SHIPPING INFORMATION:DESIGNED BY: Doug HodginsJOB: BroadbentWright Builders/BroadbentWest Hatfield Ma.
21 West St.
rk Miles Inc.
Scale: 3/16" = 1'
NOTES:SHEET NUMBER: 11st walls LAYOUTFINALN/AN/AISSUE:DATE:N/AN/A11/11/20DESCRIPTION:FINALN/AN/ANorthampton254 Old Wilson Rd ROOF FRAMING PLAN
------- Beam & Ledger Material -------
Type Qty. Product Length
------ ---- ------- ------
B4 1 24F-V4* DF/DF 5.125 x 9.000 14' 0"
Total length: 14' 0"
B5 1 24F-V4* DF/DF 3.125 x 9.000 30' 0"
Total length: 30' 0"
B6 1 24F-V4* DF/DF 5.125 x 9.000 12' 0"
Total length: 12' 0"
B7 1 24F-V4* DF/DF 3.125 x 9.000 2' 0"
Total length: 2' 0"
G10 1 24F-V4* DF/DF 3.125 x 13.500 16' 0"
G11 1 v v 18' 0"
G12 1 v v 18' 0"
G13 1 v v 16' 0"
G14 1 v v 16' 0"
G15 1 v v 16' 0"
G16 1 v v 16' 0"
G17 1 v v 16' 0"
G18 1 v v 14' 0"
G19 1 v v 14' 0"
G20 1 v v 14' 0"
G21 1 v v 14' 0"
G22 1 v v 14' 0"
G23 1 v v 14' 0"
Total length: 216' 0"
G24 1 24F-V4* DF/DF 3.125 x 9.000 10' 0"
G25 1 v v 8' 0"
Total length: 18' 0"
G26 1 24F-V4* DF/DF 3.125 x 13.500 20' 0"
G27 1 v v 20' 0"
G28 1 v v 20' 0"
Total length: 60' 0"
G29 1 24F-V4* DF/DF 3.125 x 9.000 14' 0"
G30 1 v v 14' 0"
G48 1 v v 7' 0"
G49 1 v v 8' 0"
G50 1 v v 6' 0"
G51 1 v v 7' 0"
Total length: 56' 0"
G52 1 24F-V4* DF/DF 5.125 x 13.500 20' 0"
G53 1 v v 12' 0"
G54 1 v v 7' 0"
G55 1 v v 14' 0"
Total length: 53' 0"
------- Header Material -------
Type Qty. Product Length
------ ---- ------- ------
B1 2 Spruce-Pine-Fir #2 2 x 8 3' 0"
Total length: 6' 0"
B2 3 1-3/4x16 VERSA-LAM 2.0 3100 SP 20' 0"
Total length: 60' 0"
B3 2 Spruce-Pine-Fir #2 2 x 8 4' 0"
B8 2 v v 8' 0"
Total length: 24' 0"
B9 2 1-3/4x11-7/8 VERSA-LAM 2.0 310 10' 0"
Total length: 20' 0"
B31 2 1-3/4x7-1/4 VERSA-LAM 2.0 3100 8' 0"
Total length: 16' 0"
B32 2 Spruce-Pine-Fir #2 2 x 8 6' 0"
Total length: 12' 0"
B33 2 1-3/4x7-1/4 VERSA-LAM 2.0 3100 10' 0"
B34 2 v v 8' 0"
Total length: 36' 0"
B35 2 Spruce-Pine-Fir #2 2 x 8 7' 0"
B36 2 v v 4' 0"
B37 2 v v 4' 0"
B38 2 v v 4' 0"
B39 2 v v 4' 0"
B40 2 v v 4' 0"
Total length: 54' 0"
B41 2 1-3/4x7-1/4 VERSA-LAM 2.0 3100 6' 0"
B56 2 v v 7' 0"
B57 2 v v 6' 0"
B58 2 v v 8' 0"
Total length: 54' 0"
------- Post Material -------
Type Qty. Product Length
------ ---- ------- ------
P1 14 Column by others 8' 1-1/8"
Total length: 113' 3-3/4"
All product names are trademarks of their respective owners
CEILING FRAMING PLAN
CEILING FRAMING PLAN
HEADER & BEAM 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: 35 psf B/C Live: 0 psf
T/C Dead: 10 psf B/C Dead: 0 psf
Load Case: Snow
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 0 6 l b s
3 2 8 5 l b s
1 1 3 l b s
5 0 7 3 l b s
1 1 3 l b s
3 2 9 1 l b s
1 0 5 2 l b s
3 6 5 8 l b s
1 2 5 4 0 l b s
4 7 7 4 l b s
7 9 8 9 l b s
5 4 9 l b s
1 0 5 2 l b s
1 2 7 3 l b s
B12 plyB23 plyB3
2 ply B82 plyB92 plyB31
2 ply
B32
2 ply
B33
2 ply
B34
2 ply
B352 plyB362 plyB372 plyB38
2 ply
B39
2 ply
B40
2 ply
B41
2 ply B562 plyB57
2 ply
B58
2 ply
B4
1 ply
B51 plyB6
1 plyB71 plyG101 plyG111 plyG121 plyG131 plyG141 plyG151 plyG161 plyG171 plyG181 plyG191 plyG201 plyG211 plyG221 plyG231 plyG241 plyG251 plyG26
1 ply
G27
1 ply
G28
1 ply
G29
1 ply
G30
1 plyG481 plyG49
1 ply
G501 plyG511 plyG52
1 ply
G53
1 ply
G54
1 ply
G55
1 ply
H1H1H1
H2 H1H3H3H3H3H3H3H4H3H3H3H3H3H5