HomeMy WebLinkAboutS-103 - SCHEDULESWALL FOOTING SCHEDULE
SIZE
MARK
TYPE
REBARS
REMARK
TOP ELEV.
WIDTH
THICKNESS
TIE
0'-It"
0'-8"
(1)fF5 BAR CONT.
THICKENED
SLAB EDGE
0'-0"INT.
TF2.0
2' -0"
3' -0"
..
140
#5 @ 12" O.C. BOTT. BAR
TRENCH FOOTING
SEE PLAN FOR
(1) #5 SFR ON EACH FACE
ELEVATION
'
2-0•
Y
TF3.0
3'-0"
3' -0"
V...
#5 @ 12" O.C. BOTT. BAR
TRENCH FOOTING
SEE PLAN FOR
(1) #5 SFR ON EACH FACE
ELEVATION
T-0'
,
IV
TF4.0
4' -0'
T-0'
.
- 4
#5 @ 12" O.C. BOTT. BAR
TRENCH FOOTING
SEE PLAN FOR
AV
n
(1) #5 SFR ON EACH FACE
ELEVATION
F, v •
TF4.5
4' -6"
3' -O"
V
#5 @ 12" O.C. BOTT. BAR
TRENCH FOOTING
SEE PLAN FOR
-
(1) #5 SFR ON EACH FACE
ELEVATION
A
4'-6"Ap
TF4.5A
4'-6"
4'-0"
o
#5 @ 12" O.C. BOTT. BAR
TRENCH FOOTING
SEE PLAN FOR
(1)#5 SFR ON EACH FACE
ELEVATION
-a'
a
4
TF65
F - 6"
3' -0"
_
-
#5 @ 12" O.C. BOTT. BAR
TRENCH FOOTING
SEE PLAN FOR
(1) #5 SFR ON EACH FACE
ELEVATION
a.
-
W-60
AA
14
t.
TF6.5A
6'-6"
4'-0"
'
9
>
#5 @ 12" O.C. BOTT. BAR
TRENCH FOOTING
SEE PLAN FOR
•
(1) #5 SFR ON EACH FACE
ELEVATION
aIV
6-6
NOTE:
1. ADJACENT GRADE ASSUMED TO BE(-) U-6", CONTRACTOR FIELD VERIFY.
2. REGARDLESS OF TOP OF FOOTING ELEVATIONS SHOWN IN THE SCHEDULE ABOVE, ALL EXTERIOR WALL OR PAD FOOTINGS SHALL BE LOCATED SUCH THE
MINIMUM OF T-0" OF FILL EXISTS BETWEEN BOTTOM OF FOOTING AND FINAL GRADE ELEVATION.
3. SHOULD THE CONTRACTOR DECIDE TO POUR THE INTERIOR WALL FOOTINGS AS A STEM WALL FOUNDATION, THE CONTRACTOR SHALL ADJUST THE TOP OF
FOOTINGS ACCORDINGLY.
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
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DATE: 07/22/19
PAD FOOTING SCHEDULE
SIZE
MARK
TYPE
REBARS
REMARK
TOP ELEV.
LENGTH
WIDTH
THICKNESS
a
#5 @ 10" O.C. BAR
ELEVATOR FOOTING
SEE PLAN FOR
EF
22'-6'
1V-6'
1'-4-
-
TOP 8BOTT. EACH
SUMP PIT
ELEVATION
WAY
<
• .•
..
2T 6"
COLUMN FOOTING SCHEDULE
SIZE
MARK
TYPE
REBARS
TOP ELEV.
LENGTH
WIDTH
THICKNESS
1.
#5@12"O.C. BAR
SEE PLAN FOR
CF2.0
TV
TV0"
1'-0"
- - Q
BOTT. EACH WAY
ELEVATION
CF4.0
4'-0"
4'-0"
1'-4"
°
:. _ a
#5@12"O.C. BAR
SEE PLAN FOR
,' ,_
- . ;
f
BOTT. EACH WAY
ELEVATION
4-0"
t
#5 @10" O.C. BAR
SEE PLAN FOR
CF5.5
5'-8"
5'-8"
1'-8"
-
BOTT. EACH WAY
ELEVATION
5-5
1.4 , V I
CF7.0
T-0"
T-0"
1'-8"
45@8"O.C. BAR
SEE PLAN FOR
BOTT. EACH WAY
ELEVATION
4
7-0
CF8.0
10'-0"
8'-0.
2'-0'
VA 6
1- r_Q
O.C.#6@10"BAR
SEE PLAN FOR
t
41 a
BOTT. EACH WAY
ELEVATION
BAS E4
BASE4
2901 CLINT MOORE ROAD, #114
BOCA RATON, FLORIDA 33496
888.901.8008 www.base4.Gom
RICARDO J. MUNIZ-GUILLET,AIA
5453 NW 106TH DR
CORAL SPRINGS, FL 33076
Seal:
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ADAM GINSBURG, PE
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Owner:
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SUITES BY HILTON
CARMEL,INDIANA
PROTOTYPE VERSION-V2.22016
REVISION: MAY 2016
I NSOUE
DELTADESCRIPTION
DELTA
DATE
1
SO
2019.03.04
ISSUED FOR
PERMIT
CURRENT ISSUE
ISSUED FOR PERMIT
CURRENT ISSUE GATE
2019.03.04
DRAWN BY
Ti
CHECKED BY
AJG
PROJECT NO
B4-134-1705
SHEET NAME
SCHEDULES
DRAWINGS NO.
S-103