B1

B2

B3

B4

B5

B7

B9

BC

BB

BD

BE

C1

C2

C3

C4

C6

CE

CD

CB

A3 A2 A1

AF

AE

AD

CG

A2.5 A2.3

CH

CH

DA

C7

C9

C10

D9

D8

D7

D6

D5

D2

CF

C5

EA

E2

E1D10

CA

D1

DB

D3

A3.7

DC

AB

AC

C8

B10

A2.7

AA

B6

D4

B8

A4

E3

CC

CD.2

A5

BAB4.6

D5.6

C11

26' - 0"

20' - 11 7/8"

30' - 8"

16' - 0"

27' - 6"

27' - 2"

41' - 6 1/4"

17' - 7 7/8"

50.0°

14.0°

16.0

°

112.0°

14.0°

40.0

°

76.0°

60.0°

60.0°

58.0°

32.0°

90.0°

30.0°

76.0°

90.0°

40.0°

THICK CONCRETE SLAB ON GRADE REINFORCED W/ @ - REBAR SHALL BE CHAIRED TO MAINTAIN THEREINFORCING AT ONE THIRD THE DEPTH BELOW THE TOPSURFACE DURING CONCRETE PLACEMENT. PLACE SLABOVER 36" COMPACTED FILL - RE: GEOTECHNICAL REPORT.

16" O.C.#44"

THICK CONCRETE SLAB ON GRADE REINFORCED W/ @ - REBAR SHALL BE CHAIRED TO MAINTAIN THEREINFORCING AT ONE THIRD THE DEPTH BELOW THE TOPSURFACE DURING CONCRETE PLACEMENT. PLACE SLABOVER 36" COMPACTED FILL - RE: GEOTECHNICAL REPORT.

16" O.C.#45"

GARAGE SLABS:

LOBBY / RESIDENTIAL SLABS:

THICK CONCRETE SLAB ON GRADE REINFORCED W/ @ - REBAR SHALL BE CHAIRED TO MAINTAIN THEREINFORCING AT ONE THIRD THE DEPTH BELOW THE TOPSURFACE DURING CONCRETE PLACEMENT. PLACE SLABOVER 36" COMPACTED FILL - RE: GEOTECHNICAL REPORT.

12" O.C.#57"

LOADING / BACK OF HOUSE SLABS:

7.91

%

DD

D9.9

D8.5

1

S3.101

7 1/2"

2

S3.103

1' - 5 3/8"

21' - 5"

23' - 11 1/8"

19' - 5 7/8"

3' - 5"

AE.9

C1.3CB.9

CB.1

CD.9

B1.3

BD.9

BB.1

SW-1.3

SW-1.3

SW-1.2

SW-1.4

SW-1.4

SW-1.1

SW-4

SW-2

SW-3

SW-5

BE.1

BC.3

C-5

C-3

C-4

C-5C-6

C-13

C-14

C-13

C-14

C-5

C-5

C-4

C-5

C-4

C-4

C-5

C-5

C-4

C-5

C-5

C-4

C-13

C-13C-1

C-13

C-13

C-13

C-1

C-13

C-13 C-13

C-1 C-18

C-5

C-4

C-19

C-18

C-18

C-19

C-5

C-4

C-11 C-11

C-10

C-5

C-10 C-3C-1

C-17C-4

C-13

C-4C-5C-5C-16

C-7

C-20

C-1

C-20C-21

C-13

C-13

C-13

C-13

C-13C-13

C-1

C-13

C-13C-19

C-19

C-19

C-1

C-13

C-13

C-13

C-13

C-18C-18

C-13

C-18

C-1

C-9

C-9

C-9

C-9

C-13

C-1

C-13

C-17

C-1

C-13

C-19

C-5

C-6

C-8

C-13

C-14

C-4

29' -

0"

15' -

7"

17' -

5"

28' -

4"

14' -

2 3

/4"

2' - 1

0 1/

4"

18' - 5 3/4"

17' - 2 1/4"

27' - 2"

17' - 7"

17' - 0 1/2"

28' - 9 1/2"

17' - 0"

20' - 1 1/8"

21' -

3 7/8"

20' -

0"

20' -

0"

20' -

0"

29' -

0"

20' -

0"

20' -

0"

9' - 0"

11' -

0"

20' -

0"

29' -

0"

20' -

0"

29' -

0"

29' -

0"

27' -

0"

13' -

9"

25' -

0"

29' -

0"

107'

- 5"

98' - 1"

29' - 0" 20' - 0" 20' - 0" 29' - 1"

17' - 10" 6' - 0" 14' - 0" 5' - 0" 4' - 0"

2' - 6"

4' - 6" 4' - 0"

170' -

3 7/8

"

12' -

0"

8' - 0"

82' - 11 1/8"

16' - 0"

27' - 6"

17' - 6"

14' - 5 1/2"

1' - 1" 15' - 11 1/2"

1' - 5 1/4"17' - 2 1/4"

3' - 9 1/2" 20' - 8"

2' - 8 1/2"

2' - 0

"18

' - 0"

5' - 0

"

9' - 0

"

15' -

0"

94' - 10 1/2"

21' - 4"

29' - 0"

29' - 0"

20' - 8"

19' - 3"

20' - 0 3/4"

18' - 11 3/4"

20' - 1 1/2"

29' - 2"

10' - 0"9' - 3"

207' - 7"

1' - 1"2' - 8"

17' - 7"

1' - 1"

5' - 3

1/2"

14' -

11 3/

8"

2' - 7"

1' - 1"

15' - 11 1/2"

22' - 5"

6' - 4 1/2"

15' - 8 1/8"

1' - 3 7/8"

18' - 1 1/8"

2' - 0"

221'

- 9"

10' -

9"

18' -

3"

C-1

SW-7

SW-6

LEVEL 1T.O. SLAB = 0"

D6.3

BA.2

A4.7 A2.6

2

S3.105

1

S3.100

12" T

HK. MIN.

17.5"

THK. M

AX.

ELEVATED 12

" THK. M

IN.

5" TH

K. SOG

17.5"

THK. M

AX.

ELEVATED 12

" THK. M

IN.

5" TH

K. SOG

17.5"

THK. M

AX.

B1.2

D5.4

C1.1

C6.2

CC.9

RAM

P U

P15

.98%

4

S3.102

2

S3.101

PC-4

PC-5 PC-5

PC-3

PC-4

PC-9

PC-6PC-2

PC-1

PC-2

PC-6

PC-4

PC-1

PC-1

PC-1PC-2

PC-3

PC-1

PC-3

PC-1

PC-8

PC-9

PC-6

PC-3

PC-4

PC-3

PC-3

PC-3

PC-3

PC-2

PC-4

PC-9

PC-7

PC-4 PC-4

PC-7

PC-3

PC-1

PC-3

PC-2

PC-3

PC-2

PC-3

PC-2

PC-2

PC-6

PC-6

PC-8

PC-6

PC-2

PC-2

PC-4

PC-6

PC-7

PC-4

PC-2

PC-2

PC-1

PC-1

PC-2

PC-1

PC-4

PC-2

PC-4

PC-2

C-1

7

S4.104

PC-4

C-12

6

S3.1028

S3.102

S2.4011

S2.4031

S2.4041

S2.4051

S2.4061

2

S3.104

S2.4071

-0'-4"

-0'-7 1/2"

-0'-7 1/2"

-0'-3"

-0'-3"

-0'-3"

-0'-3"

-0'-3"

-0'-7 1/2"

4" THK.

7" THK.

7" T

HK.

4" T

HK.

4" THK.

7" THK.

7" T

HK.

T.O. SLAB = -2"

T.O. SLAB = -2"

2"

T.O. SLAB = 0"

CIVIL = 41.70

5

S3.104

6

S3.107

1

S3.102

2

S3.102

5

S3.102

-0'-7 1/2"

-0'-7 1/2"

-0'-7 1/2"

-0'-7 1/2"

-0'-4"

-0'-4"

8

S3.105

7

S3.102

1

S3.103

.D8.83

S3.103

5

S3.103

6

S3.103

PARKING

C3.5

12' - 0 3/4"

7

S3.103

7

S3.103

.

8

S3.103

1

S3.104

5

S4.100

10

S3.103

C-10

9

S3.103

STAIR 3

STAIR 5

STAIR 1

STAIR 2

S5.410

1Elevation E

S5.4102

Elevation F

S5.411

2Elevation G

S5.4111

Elevation H

S5.410

3Elevation A

S5.411

3

Elevati

on B

S5.412

2 Elevation C

S5.4121 El

evat

ion

D

PC-2

PC-8

PC-4A

9

S3.102

4

S3.103

4

S3.103

.

3

S3.104

8

S3.106

3

S3.102

3

S3.102

.

3

S3.102

.

3

S3.102

.

7

S3.107

S4.10011

.

4

S3.104

1' - 0"1' -

0"

1' - 2"

1' - 4"

10"

7 1/2"

8" HIGHCONC.CURB

8" HIGHCONC.CURB

11 3/4"4' - 0" 5' - 5 1/4"

2' - 4 1/2"4' - 2"

8"5'

- 2 1

/2"

1' - 11"

5' - 4 1/2"

2"6"

11' -

8 5/8"

4' - 8

1/2"

3' - 5

7/8"

8"

1' - 4"

8"

4"

C-9

13

S4.004

.

4

S3.106

5

S3.104

.

1

S3.105

3

S3.105

4' - 4"

6' - 6

3/8"

4

S3.105

5

S3.105

6

S3.105

7

S3.105

8

S3.103

.

9

S3.103

.

9

S3.103

.

9

S3.103

.

9

S3.105

7

S3.103

.

1

S3.106

7

S3.103

.

2

S3.106

3

S3.106

5

S3.106

7

S3.1066

S3.106

5

S3.104

.

5

S3.104

.

2

S3.107

4

S3.107

3

S3.107

2"

5

S3.107

1

S3.108

5

S3.107

.

STAIR 4

8

S3.107

RAMP DN 0.95%

9

S3.10710

S3.103

.

9

S3.107

.

10

S3.103

.

9

S3.107

.

10

S3.107

10

S3.103

.

1' - 0"

1' - 3"

3

S3.108

2

S3.108

4

S3.108

5

S3.108

6

S3.108

6

S3.108

.

7

S3.108

8

S3.108

9

S3.108

10

S3.108

4" T

HK.

11

S3.108

FOUNDATION NOTES:

1.) TOP OF CONCRETE ELEVATION = SEE PLAN.

2.) SLAB THICKNESS = SEE PLAN.

3.) CONCRETE STRENGTH SEE SPEC.

4.) C-"X" INDICATES C.I.P. CONCRETE COLUMN.SEE SHEET S5.100 FOR SCHEDULE.

5.) SW-"X" INDICATES CIP CONCRETE SHEAR WALL.SEE SHEETS S5.200-S5.229 FOR SCHEDULE, ELEVATIONS, & PLANS.

6.) REINF. @ POOL CONST. JOINTS TO BE EPOXY COATED.

7.) = INDICATES ELEVATION RELATIVETO FINISH FLOOR ELEVATION.

8.) = CMU WALLS.

9.) = CMU WALLS ABOVE 2'-9" TALL BUMPER WALL.

10.) = INTERIOR CMU WALLS, ALL CELLS FIRST 5 COURSESREINF. W/ #5 @ 8" O.C. VERT. & FILLED W/ 2,500 PSIGROUT.

11.) ALL REBAR #9 AND LARGER TO BE 75 KSI STEEL.

12.) SEE SHEETS S3.001-S3.004 FOR ENLARGED PILE CAP DETAILS.

13.) SEE SHEET S1.002 FOR TOP OF PILE CAP ELEVATIONS.

X'-X"

TEMPERATURE MONITORING NOTES:

1.) TEMPERATURE MONITORING SHALL BE CONDUCTED AT THE PILE CAPS WITH A TOTALTHICKNESS OF GREATER THAN 5'-6". TEMPERATURE MONITORING SHALL CONSIST OF(12) TEMPERATURE TREES CONSISTING OF (4) MATURITY METERS. TEMPERATURE READINGTO BE TAKEN AT 6 HOUR INTERVALS AND REPORTED TO THE STRUCTURAL ENGINEER ON ADAILY BASIS UNTIL NOTICE IS GIVEN TO DISCONTINUE.2.) PROVIDE CURING BLANKETS TO TOP OF PILE CAPS TO MINIMIZE TEMPERATURE DIFFERENTIAL.

1' - 0

"1'

- 0"

MID

-DEP

TH O

F PI

LE C

AP

1' - 0

"

(4) MATURITY METERSPER TEMPERATURE TREE

Drawn By:

Checked By:

Project Number:

Sheet Number:

© 2013 Solomon Cordwell Buenz

Foundation Plan

HOUSTON, TEXAS

CAMBRIDGE &HOLCOMBEAPARTMENTS

S1.001Author

Checker

214080

3/32" = 1'-0"1 Foundation Plan - Level 1

3/4" = 1'-0"Temperature Monitoring Detail

NO. DATE DESCRIPTION07.10.2014 Schematic Design2014.07.15 SD Addendum #12014.09.05 50% Design Development2014.09.26 Superstructure Bid Package2014.10.03 Design Development2014.11.03 Superstructure Permit2014.11.21 95% GMP