FOOTING SCHEDULE Panel Cast On Slab

SIZE BOTTOM REINFORCING

MARK
LENGTH WIDTH THICKNESS LONGITUDINAL TRANSVERSE NOTES T.O.F. ELEV.
F1 7' - 6" 7' - 6" 2' - 0" 8-#7 8-#7 1 -1'-0" Stacked Panel
F2 6' - 9" 6' - 9" 2' - 0" 7-#7 7-#7 1 -3'-0"
F3 6' - 0" 6' - 0" 2' - 0" 6-#7 6-#7 1 -3'-0"
F3A 6' - 0" 6' - 0" 2' - 0" 6-#7 6-#7 1 -4'-0"
F4 12' - 0" 7' - 0" 2' - 0" 7-#8 12-#7 1 -3'-0"

WALL FOOTING SCHEDULE

SIZE BOTTOM REINFORCING TOP REINFORCING
MARK NOTES WWW.CESOINC.COM
WIDTH THICKNESS CONTINUOUS TRANSVERSE CONTINUOUS TRANSVERSE
WF1 3' - 0" 1' - 0" 3-#8 #6 AT 12" O.C. --- --- 1,2 3601 Rigby Road, Suite 300
WF2 6' - 0" 1' - 6" 6-#6 #6 AT 12" O.C. 6-#6 #6 AT 12" O.C. 1 1 2 3 4 5 6 7 8 9 10 Miamisburg, OH 45342
Phone: 937.435.8584 Fax: 888.208.4826
NOTES: 433' - 4 1/2"
1. TOP OF FOOTING ELEVATION (T.O.F. ELEV.) IS REFERENCED TO FINISHED FLOOR.
2. STEP FOOTING PER 7/S0.10 AS REQUIRED. 9 1/4" 36' - 0" 48' - 0" 48' - 0" 48' - 0" 48' - 0" 48' - 0" 48' - 0" 48' - 0" 59' - 8" 9 1/4"

20' - 0" 22' - 0" 12' - 0" 22' - 0" 22' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 9' - 8"
PRELIMINARY DESIGN
FOUNDATIONS ARE BASED ON
009 010 011 012 013 014 015 016 017 018 019 020 021 022 023 024 025 026
PRELIMINARY GEOTECHNICAL
RECOMMENDATIONS. DO NOT INSTALL

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J
FOUNDATIONS UNTIL FINAL REPORT HAS
ALL DIMENSIONS ARE TO
BEEN RECIEVED AND REVIEWED BY THE 3 1
OUTSIDE FACE OF TILT TYP.
STRUCTURAL ENGINEER OF RECORD. S4.00 S4.00 2 7
UP WALL, U.N.O. TOF = -5'-0"
TOF = -3'-0" S4.00 S0.10
F2 F2 F2 F2 WF1 F2 F2 F2 F2
GENERAL NOTES A GIRDER
POCKET
GIRDER
GIRDER
POCKET

18' - 6 1/2"
POCKET B
B

21' - 7 1/4"
9 1/4"
A. FOR GENERAL STRUCTURAL NOTES RE: S0.00

027
B. FOR TYPICAL STRUCTURAL DETAILS RE: S0.10

008
P024
C. LOCATE CL OF FOOTINGS AT CL OF COLUMNS AND/OR WALLS,
2
P017 P022 1
U.N.O. GIRDER
POCKET
02-08
D. RE: GENERAL STRUCTURAL NOTES FOR B GIRDER
S3.20 S3.21
P.J
POCKET GIRDER
POCKET
GIRDER GIRDER
POCKET POCKET
B

CONTROL/CONSTRUCTION JOINT REQUIREMENTS FOR SLAB ON P.J

B
B

53' - 10"
B F.F.

GRADE. PANELS F.F. F.F. PANELS

TOP OF SLAB
E. RE: TYPICAL DETAILS FOR REINFORCEMENT AT SLAB P009 P010 009-018 019-026 OT N

27' - 0"
P011 P012 P013 ELEV. = 0'-0" P025P026 P027 P028 N

028
P014 P015 P021 -
Y CTIO

27' - 0"
PENETRATION AND BLOCKOUTS. P016 P018 P019 P020 P023

007
F. RE: TYPICAL DETAILS FOR TYPICAL REINFORCEMENT AT WALL
A R
IN TRU
4
AND FOOTING CORNERS AND INTERSECTIONS. 02-01 K.O.

G. RE: TYPICAL DETAILS FOR REINFORCEMENT LAP SPLICE

F.F. F.F.
S4.00 I M
L NS
F.F. F.F.
F.F. F.F.

P.J E O
PR R C
F.F. F.F. F.F.

LENGTH.
F.F. F.F.
F.F.
F.F. F.F. F.F. F.F. F.F.

H. CHAIR SLAB REINFORCING AS REQ'D. LIFTING OF BARS WHILE

P.J
02-08 02-08 7
FO

F.F.
PLACING OF CONC NOT ALLOWED. S4.00
I. FOOTING ELEVATION CRITERIA PER STRUCTURAL DETAILS. RE: B

P008

27' - 0"
P007
8/S0.10 COORDINATE w/ GRADING, UTILITIES & MEP. STEP FOOTING
25' - 3"

P029

029
WALLACE DESIGN COLLECTIVE, PC
3
006
AS REQUIRED PER TYPICAL DETAILS. COORDINATE LOCATION OF 02-07 TEXAS CERTIFICATE OF
REGISTRATION NUMBER F-1667
FOOTING STEPS WITH TILT-UP PANEL ELEVATIONS. S4.00
J. RE: 9/S4.00 FOR LIGHT POLE FOUNDATION DETAIL. TYP.

F.F.
P.J

F.F.
P.J
LEGEND
53' - 10"

F.F.

F.F.
S0.10 02-02 02-03

27' - 0"
28' - 9"

030
P030
P006
TYP.

P031
005
205' - 2 1/2"

6
. /1
FA FOOTING PER SCHEDULE WF1

O 5
8 WF2

N x
U x10
TYP.
S0.10

P. 10

SEEFRIED PROPERTY GROUP

PANELS
PANELS

027-034
001-008

T Y SS
1 2 P.J

H
F.F.

PROJECT JUSTICE
P.J S3.20 S3.21
SS

COLUMN PER PLAN C

H

27' - 0"
F.F.

F.F.

031
S3.00
27' - 0"

004

TOF = -5'-0"
P004
F1
P005

TOF = TYP.

P032

P033
-3'-0" TYP.
KEYNOTES UNO

JOHN BOWDEN PKWY. ROBINSON, TX 76706

P.J
48' - 0"

F.F.

P.J
F.F.

02-01 6" CONCRETE SLAB-ON-GRADE W/#3 @ 18" O.C. EA WAY, UNDERLAIN

BY 4" LEVELING COURSE AND 6" DENSE-GRADED AGGREGATE BASE 2 02-06

27' - 0"
W/ VAPOR BARRIER.

F.F.

032
S4.00
27' - 0"

003

02-02 CONTROL/CONSTRUCTION JOINTS PER 8/S0.10. TYP

P034
P035
02-03 DOCK LEVELER. RE: DETAIL 6/S4.00.
P002
P003

02-04 COLUMN BLOCK OUT PER DETAIL 1/S3.00. D P.J

P.J

F.F.

27' - 0"
02-05 NOT USED.

033
27' - 0"

TYP.
F.F.
F.F.

F.F. F.F. F.F.

F.F. F.F. F.F. F.F.
F.F. F.F. F.F.
F.F. F.F.
002

F.F. F.F.
F.F.

02-06 REF CIVIL FOR TRUCK DOCK SLAB. 6

PANELS PANELS S4.00
P001
48' - 0"

02-07 PREFAB METAL STAIR. DESIGN BY STAIR FABRICATOR. P053 P051 P049 044-053
P048 P047 P046 P045 P044 P043 P042 P041 P040 035-043 P038 P037 P036
P.J
02-08 POUR STRIP WITH REINF PER KEYNOTE S2-01, CONTINUE REINF 2 1
P.J
F.F.=0'-0" = 517.00

THROUGH POUR STRIP. 02-08

F.F.

S3.22 S3.22
F.F.
21' - 7 1/4"

24' - 8"
F.F. B B
B B
B B
POCKET
POCKET POCKET
GIRDER POCKET
GIRDER GIRDER
001

POCKET GIRDER POCKET

GIRDER GIRDER

P039

034
P050
P P052
E
9 1/4"

4 B
B POCKET
GIRDER

S0.10 F4 F4
POCKET

F2 F2 F2 F4 WF1 F4 F2 F2 F2 F4 F4 7 F2 TYP. Revisions / Submissions

2
GIRDER

TOF = S0.10 TOF = -5'-0"

3 S4.00 2
TYP -3'-0" 1 TYP. ID Description Date
S4.00 TYP OH S4.10
S4.00 - 90% SET 10.24.2024
P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J
48' - 5"

053 052 051 050 049 048 047 046 045 044 043 042 041 040 039 038 037 036 035
9' - 3" 25' - 0" 26' - 0" 27' - 0" 28' - 0" 15' - 0" 27' - 0" 20' - 0" 20' - 0" 24' - 0" 20' - 0" 27' - 0" 22' - 0" 27' - 0" 21' - 0" 25' - 0" 27' - 0" 27' - 0" 14' - 5"
Start at panel 1

F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3

XA
106' - 7 3/4"

59' - 0"

© 2024 CESO, INC

Project number: 764455-01

TYP @

. 6
1 Scale: AS NOTED

.O /1
.N 0x5
CANOPY
S2.00
Drawn By: GH

, U x1
COL & FND

P. 10
T Y SS
F3A F3A F3A F3A F3A F3A H F3A F3A F3A F3A F3A Checked By: HR/MG
Date: 10.24.2024
XB
F3A
Issue: 90% SET
FOUNDATION
SPACING

Sheet Title:

8 35' - 6" 35' - 6" 35' - 6" 35' - 6" 35' - 6" 40' - 0" 35' - 6" 35' - 6" 35' - 6" 35' - 6" 40' - 0"
FOUNDATION PLAN
S2.00
399' - 6"
TYP

X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11 X12

2 FOUNDATION PLAN 1 FOUNDATION PLAN

S1.00 1/8" = 1'-0" S1.00 3/64" = 1'-0"
S1.00
 FOOTING SCHEDULE Panel Cast On Slab
SIZE BOTTOM REINFORCING

PROPOSED REVISED LAYOUT

MARK
LENGTH WIDTH THICKNESS LONGITUDINAL TRANSVERSE NOTES T.O.F. ELEV.
F1 7' - 6" 7' - 6" 2' - 0" 8-#7 8-#7 1 -1'-0" Stacked Panel
F2 6' - 9" 6' - 9" 2' - 0" 7-#7 7-#7 1 -3'-0"
F3 6' - 0" 6' - 0" 2' - 0" 6-#7 6-#7 1 -3'-0"
F3A 6' - 0" 6' - 0" 2' - 0" 6-#7 6-#7 1 -4'-0"
F4 12' - 0" 7' - 0" 2' - 0" 7-#8 12-#7 1 -3'-0"

WALL FOOTING SCHEDULE

SIZE BOTTOM REINFORCING TOP REINFORCING
MARK NOTES WWW.CESOINC.COM
WIDTH THICKNESS CONTINUOUS TRANSVERSE CONTINUOUS TRANSVERSE
WF1 3' - 0" 1' - 0" 3-#8 #6 AT 12" O.C. --- --- 1,2 3601 Rigby Road, Suite 300
WF2 6' - 0" 1' - 6" 6-#6 #6 AT 12" O.C. 6-#6 #6 AT 12" O.C. 1 1 2 3 4 5 6 7 8 9 10 Miamisburg, OH 45342
Phone: 937.435.8584 Fax: 888.208.4826
NOTES: 433' - 4 1/2"
1. TOP OF FOOTING ELEVATION (T.O.F. ELEV.) IS REFERENCED TO FINISHED FLOOR.
2. STEP FOOTING PER 7/S0.10 AS REQUIRED. 9 1/4" 36' - 0" 48' - 0" 48' - 0" 48' - 0" 48' - 0" 48' - 0" 48' - 0" 48' - 0" 59' - 8" 9 1/4"

20' - 0" 22' - 0" 12' - 0" 22' - 0" 22' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 9' - 8"
PRELIMINARY DESIGN
FOUNDATIONS ARE BASED ON
009 010 011 012 013 014 015 016 017 018 019 020 021 022 023 024 025 026
PRELIMINARY GEOTECHNICAL
RECOMMENDATIONS. DO NOT INSTALL

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J
FOUNDATIONS UNTIL FINAL REPORT HAS
ALL DIMENSIONS ARE TO
BEEN RECIEVED AND REVIEWED BY THE 3 1
OUTSIDE FACE OF TILT TYP.
STRUCTURAL ENGINEER OF RECORD. S4.00 S4.00 2 7
UP WALL, U.N.O. TOF = -5'-0"
TOF = -3'-0" S4.00 S0.10
F2 F2 F2 F2 WF1 F2 F2 F2 F2
GENERAL NOTES A
GIRDER
POCKET

GIRDER

18' - 6 1/2"
POCKET B

21' - 7 1/4"
9 1/4"
A. FOR GENERAL STRUCTURAL NOTES RE: S0.00

027
B. FOR TYPICAL STRUCTURAL DETAILS RE: S0.10

008
C. LOCATE CL OF FOOTINGS AT CL OF COLUMNS AND/OR WALLS, P024
U.N.O. GIRDER
POCKET
GIRDER
POCKET 2 GIRDER
POCKET
P022 1
B
B B
GIRDER
POCKET
02-08
D. RE: GENERAL STRUCTURAL NOTES FOR S3.20 B

S3.21
GIRDER
POCKET
GIRDER
POCKET
P.J
CONTROL/CONSTRUCTION JOINT REQUIREMENTS FOR SLAB ON P.J
B

53' - 10"
B
F.F.

GRADE. PANELS F.F. PANELS

E. RE: TYPICAL DETAILS FOR REINFORCEMENT AT SLAB P010 P011 P012 P013 P014
009-018 P015 P016 TOP OF SLAB
P017 019-026 P025 P027 OT N

27' - 0"
ELEV. = 0'-0" P026 P028 N

028
P019 P020 P021 P023 -
Y CTIO

27' - 0"
PENETRATION AND BLOCKOUTS. P018

007
F. RE: TYPICAL DETAILS FOR TYPICAL REINFORCEMENT AT WALL
A R
IN TRU
K.O. 4
AND FOOTING CORNERS AND INTERSECTIONS. 02-01
G. RE: TYPICAL DETAILS FOR REINFORCEMENT LAP SPLICE
F.F. F.F. F.F.
F.F. F.F. F.F. F.F.
F.F.
F.F. F.F.
F.F.
S4.00 I M
L NS
F.F.

P.J E O
PR R C
F.F. F.F.

LENGTH. F.F.
F.F. F.F.

H. CHAIR SLAB REINFORCING AS REQ'D. LIFTING OF BARS WHILE

P.J
02-08 02-08 7
FO

F.F.
PLACING OF CONC NOT ALLOWED.

F.F.
S4.00
I. FOOTING ELEVATION CRITERIA PER STRUCTURAL DETAILS. RE: B

P009

27' - 0"
P007
8/S0.10 COORDINATE w/ GRADING, UTILITIES & MEP. STEP FOOTING
25' - 3"

P029

029
WALLACE DESIGN COLLECTIVE, PC
3
006
AS REQUIRED PER TYPICAL DETAILS. COORDINATE LOCATION OF 02-07 TEXAS CERTIFICATE OF
REGISTRATION NUMBER F-1667
FOOTING STEPS WITH TILT-UP PANEL ELEVATIONS. S4.00
J. RE: 9/S4.00 FOR LIGHT POLE FOUNDATION DETAIL. TYP.

Poo7 P.J

F.F.
P.J
LEGEND
53' - 10"

F.F.

F.F.
S0.10 02-02 02-03

27' - 0"
P008
28' - 9"

030
P030
P006
TYP.

P031
005
205' - 2 1/2"

6
. /1
FA FOOTING PER SCHEDULE WF1

O 5
8 WF2

N x
U x10
TYP.
S0.10

P. 10
F.F.

SEEFRIED PROPERTY GROUP

PANELS
PANELS

027-034
001-008

T Y SS
1 2 P.J

H
F.F.

PROJECT JUSTICE
P.J S3.20 S3.21
SS

COLUMN PER PLAN C

H

27' - 0"
F.F.

F.F.

031
S3.00
27' - 0"

004

TOF = -5'-0"
P004
F1
P005

TOF = TYP.

P032

P033
-3'-0" TYP.
KEYNOTES UNO

JOHN BOWDEN PKWY. ROBINSON, TX 76706

P.J
48' - 0"

F.F.

P.J
F.F.

02-01 6" CONCRETE SLAB-ON-GRADE W/#3 @ 18" O.C. EA WAY, UNDERLAIN

BY 4" LEVELING COURSE AND 6" DENSE-GRADED AGGREGATE BASE 2 02-06

27' - 0"
W/ VAPOR BARRIER.

F.F.

032
S4.00
27' - 0"

003

02-02 CONTROL/CONSTRUCTION JOINTS PER 8/S0.10. TYP

P034
P035
02-03 DOCK LEVELER. RE: DETAIL 6/S4.00.
P002
P003

02-04 COLUMN BLOCK OUT PER DETAIL 1/S3.00. D P.J

P.J

F.F.

27' - 0"
02-05 NOT USED.

033
27' - 0"

TYP.
F.F.
F.F.

F.F. F.F. F.F.

F.F. F.F. F.F. F.F.
F.F. F.F. F.F.
F.F. F.F.
002

F.F. F.F.
F.F.

02-06 REF CIVIL FOR TRUCK DOCK SLAB. 6

PANELS PANELS S4.00
P001
48' - 0"

02-07 PREFAB METAL STAIR. DESIGN BY STAIR FABRICATOR. P053 P051 P049 044-053
P048 P047 P046 P045 P044 P043 P042 P041 P040 035-043 P038 P037 P036
P.J
02-08 POUR STRIP WITH REINF PER KEYNOTE S2-01, CONTINUE REINF 2 1
P.J
F.F.=0'-0" = 517.00

THROUGH POUR STRIP. 02-08

F.F.

S3.22 S3.22
F.F.
21' - 7 1/4"

24' - 8"
F.F. B B
B B
B B
POCKET
POCKET POCKET
GIRDER POCKET
GIRDER GIRDER
001

POCKET GIRDER POCKET

GIRDER GIRDER

P039

034
P050
P P052
E
9 1/4"

4 B
B POCKET
GIRDER

S0.10 F4 F4
POCKET

F2 F2 F2 F4 WF1 F4 F2 F2 F2 F4 F4 7 F2 TYP. Revisions / Submissions

2
GIRDER

TOF = S0.10 TOF = -5'-0"

3 S4.00 2
TYP -3'-0" 1 TYP. ID Description Date
S4.00 TYP OH S4.10
S4.00 - 90% SET 10.24.2024
P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J

P.J
48' - 5"

053 052 051 050 049 048 047 046 045 044 043 042 041 040 039 038 037 036 035
9' - 3" 25' - 0" 26' - 0" 27' - 0" 28' - 0" 15' - 0" 27' - 0" 20' - 0" 20' - 0" 24' - 0" 20' - 0" 27' - 0" 22' - 0" 27' - 0" 21' - 0" 25' - 0" 27' - 0" 27' - 0" 14' - 5"
Start at panel 1

F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3

XA
106' - 7 3/4"

59' - 0"

© 2024 CESO, INC

Project number: 764455-01

TYP @

. 6
1 Scale: AS NOTED

.O /1
.N 0x5
CANOPY
S2.00
Drawn By: GH

, U x1
COL & FND

P. 10
T Y SS
F3A F3A F3A F3A F3A F3A H F3A F3A F3A F3A F3A Checked By: HR/MG
Date: 10.24.2024
XB
F3A
Issue: 90% SET
FOUNDATION
SPACING

Sheet Title:

8 35' - 6" 35' - 6" 35' - 6" 35' - 6" 35' - 6" 40' - 0" 35' - 6" 35' - 6" 35' - 6" 35' - 6" 40' - 0"
FOUNDATION PLAN
S2.00
399' - 6"
TYP

X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11 X12

2 FOUNDATION PLAN 1 FOUNDATION PLAN

S1.00 1/8" = 1'-0" S1.00 3/64" = 1'-0"
S1.00