11' - 0" 10' - 0" 10' - 0" 9' - 10" 9' - 11 1/2" 8' - 0" 8' - 0" 9'
9' - 11 1/2" 8' - 0" 8' - 0" 9' - 11 1/2" 9' - 10" 10' - 0" 10' - 0" 11' - 0"
N B B B B B B B B B B B B B
3
H 8
8' - 9 1/2"
8' - 9 1/2"
9' - 6 1/2"
1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 0' - 8" 0' - 8" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0"
6' - 6" 7' - 0" 7' - 0" 6' - 6" 5' - 4" 20' - 0" 5' - 4" 6' - 6" 7' - 0" 7' - 0" 6' - 6"
1' - 4"
B A A A A A A A A A A B
3' - 10 15/16"
1' - 0"
J
0' - 8"
10' - 9 1/2"
4"
1/
10' - 0"
-2
12' - 6"
8' - 0"
0' 2
11' - 0"
-0' - 6 1/2"
-0' - 6 1/2" R -4' - 5"
1' - 0 5/8" 8
T=8'' T=8''
B T=8''
0' - 8"
22' - 0"
A A A A A A A A A A B
1' - 0"
1
F No. Description Date
8
5' - 6 1/4"
32' - 0"
10' - 0"
11' - 4"
/4"
21
12' - 6"
11' - 6"
'-
R0
C
4 0' - 9 7/8"
8
4' - 3"
3' - 0"
A A A A A A A A A A A A A B
50' - 0"
1' - 0"
E
3' - 9 1/8"
-1 3/4"
R 0'
12' - 6"
11' - 6"
0' - 11 11/16"
-0' - 6 1/2"
T=8''
A A A A A A A A A A A A A B
25' - 0"
1' - 0"
D
11' - 0"
12' - 6"
-0' - 6 1/2" -0' - 6 1/2"
3' - 8 7/16"
T=8'' /4 " T=8''
-21
R 0'
A A A A A A A A A A
C B
0' - 2 1/2"
1' - 0"
C
3' - 0"
4' - 0"
4' - 0"
A A A A A
B
12' - 7"
1' - 0"
8' - 9 1/2"
1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0"
6' - 6" 7' - 0" 7' - 0" 6' - 6"
B B B B B B B B B B B B
A Designed by
11' - 0" 11' - 9 1/2" 12' - 0" 12' - 0" 5' - 10" 12' - 4" 5' - 10" 12' - 0" 12' - 0" 11' - 9 1/2" 0' - 2 1/2" Drawn by
Checked by
10' - 9 1/2" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 10' - 9 1/2"
Client name
32' - 0" 32' - 0" 32' - 0" 10' - 9 1/2"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Plan Key
Foundation plan
1 1/8" = 1'-0"
DR. SHANNON E.
BAR-MARINETTI
Client Approval/Date
Structural Foundation Schedule
Count Type Elevation at Top Volume
61 A -1' - 2 1/2" 399.04 CF
2005002
Date 22.09.2020
32 B -2' - 8" 86.22 CF
2 C -1' - 0" 6.87 CF
95 492.13 CF
Foundation plan
Scale 1/8" = 1'-0"
Note: Types of the foundation - see sheet №8 3D Foundation
(Foundtion details) 2
Sheet number 7