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SLAB REINF
)ER
V f\/'11 V lJ L/'1f\ r I LL
NOTES:
1. SEE PLANS FOR SLAB ON GRADE THICKNESS. SLAB ON GRADE IS
6-INCH THICK UNLESS NOTED OTHERWISE.
2. REINFORCE UP TO 4-INCH THICK SLAB ON GRADE WITH #4 @ 18"
EACH WAY, UP TO 6-INCH THICK SLAB ON GRADE WITH #4 @ 16"
EACH WAY, UP TO 9-INCH THICK SLAB ON GRADE WITH #4 @ 16"
EACH WAY TOP AND BOTTOM.
3. LOCATE CONSTRUCTION JOINTS UNDER PARTITIONS OR ON
COLUMN LINES.
4. PROVIDE CONTROL JOINTS AT A MAXIMUM SPACING OF 20-FEET
EACH WAY IN BETWEEN. PROVIDE CONTROL JOINTS AT ALL RE-
ENTRANT CORNERS.
5. SUBMIT A JOINTING PLAN TO ARCHITECT FOR REVIEW.
6. AT STRUCTURAL SLAB, EXTEND ADDED BAR 24-INCHES INTO
SLAB. AT CONTRACTOR'S OPTION, FORMSAVER IS ACCEPTABLE.
7. OVEREXCAVATE TO A DEPTH OF 12 INCHES BELOW BOTTOM OF
FOUNDATION, MOISTURE -CONDITION, PROCESS, AND
RECOMPACT TO 90 PERCENT PER GEOTECHNICAL
RECOMMENDATIONS FOR SHALLOW FOUNDATIONS. THIS NOTE
APPLIES TO NON PILE SUPPORTED SLABS ON GRADE ONLY.
8. VAPOR RETARDER IS REQUIRED ONLY AT INTERIOR SLABS ON
GRADE.
TYPICAL SLAB ON GRADE EDGE
SCALE: NTS
0 12/10/20241 LPD I DJP I AE I ISSUED FOR BID
No. DATE DSN CHK APP REVISION
SOG
TOOLED ISOLATION
JOINT
SOG
TERMINATE
REINF
AT JOINT
ISOLATION JOINT (IJ)
BOND BREAKER
SAWCUT
QUARTER
OF SOG THK
SOG
CONTROL JOINT (CJ)
SLAB ON GRADE JOIN-r(z
DISCONTINUOUS AT
INTERSECTION WITH
PERPENDICULAR JOI
ry
U U (2) #4 X 4'-0" AT
N MID -DEPTH
M
(2) #4 CONT,
LAP 2'-6",
HOOK AT ENDS
CJ INTERSECTION
DESIGNED BY:
L. DOWELL
DRAWN BY:
R. MUNRO
CHECKED BY:
D. PRINDLE
APPROVED BY:
A. ESPARZA
TERMINATE
REINF AT
JOINT
SAWCUT
QUARTER OF
SOG THK
' -III III I III
3/4" O X 2'-0" SMOOTH DOWEL,
CENTER IN SLAB,
MATCH SOG REINF SPCG
CONSTRUCTION JOINT (CJ)
(2) #4 X 4'-0"
AT MID -
DEPTH
SOG
RE-ENTRANT
CORNER
RE-ENTRANT CORNER
TYPICAL - SLAB ON GRADE DETAILS
SCALE: NTS
L
S
MIN
1"
3"
2"
6"
4if
911
6"
18"
STRUC WALL \
STRUC SLAB
I
r'
I
3/4"x3 — —
1 /2"x0'-6"
KEYED
JT
S S
N i i
w
F_
O
z
w
w
cl)
NOTES:
1. DO NOT MOVE OR CUT REINFORCING BARS.
C,
#4 X 2'-0" �
WHERE NO U
CJ OCCURS
r--71
I I
I I
2'-0" MATCH SIZE AND
SPCG OF SOG, SEE
NOTE 6
SOG, REINF
NOT SHOWN
WATERSTOP
PER ARCH
SLAB/WALL INTERSECTION
2. REQUIRED SPACING BETWEEN PENETRATIONS SHALL BE CHOSEN
USING THE LARGER PENETRATION.
3. FOR LARGER SLAB ON GRADE PENETRATIONS OR FOR
PENETRATIONS SPACED TOO CLOSE TO EACH OTHER, REINFORCE
PER'TYPICAL CONCRETE WALL OR SLAB OPENING DETAIL'.
TYPICAL SLAB ON GRADE OPENING DETAIL
SCALE: NTS
ESPARZ
�F WA SDI CIO
S�iO
2 16264
ALE�� G1��
NAL E�
15/Nov/202
SOG EDGE
.5r.RIDE
BRT General Engineering Consultant
SUBMITTED BY: DATE: REVIEWED BY:
R. PARGAS 12/10/2024 J. ALTCHECH
FILL IN W/
CONC
AFTER
FORMS
ARE
REMOVED
U
AT COLUMN
CJ a _
a.a
AT PILASTER
#4 EDGE BAR, TYP
CJ
9' MAX.
(2) #5 CONT,
FILL IN W/
LAP 2'-6"
CONC AFTER
3/4" CHAMFER
FORMS ARE
#4 @ 12"
REMOVED
X
a
CONC
75
SLAB,
N
SEE
NOTE 2 a a
#5 CONT,
NOTES: LAP 2'-6"
1.
SEE ARCHITECTURAL DRAWINGS FOR CURB DIMENSIONS
AND LOCATIONS.
2.
MINIMUM THICKNESS OF CONCRETE ELEMENT WHERE THIS
DETAIL APPLIES IS 4 INCHES.
3.
FOR CURBS ON SLAB ON METAL DECK, PLACE HOOK AND
CONTINUOUS BOTTOM BAR AT BOTTOM OF FLUTE.
4.
INFORM THE STRUCTURAL ENGINEER WHERE CURB IS
SHOWN THAT FALLS OUTSIDE OF THE LIMITS OF THIS DETAIL.
SCALE:
Q
J
NTS
Q
FILENAME:
co
w
co
J
S 1-BT120-S-v2020
SouNDT ANSI1
CONTRACT No.:
1Y i71i
RTA/CN 0205-24
DATE:
SUBMITTAL DATE:
12/10/2024
12/10/2024
TYPICAL CONCRETE CURB DETAILS
SCALE: NITS
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT 105
STRUCTURAL
TYPICAL FOUNDATION DETAILS 1
R-4332295
DEVELOPMENT ENGINEERING
msippo 11 /25/2025
DRAWING NO.:
BT120-SGY401
FACILITY ID:
BT120
SHEET No: REV:
373 0