This document contains a structural foundation layout and details for a building project including: - A schedule listing 55 foundations and their dimensions - A schedule listing 48 reinforced concrete columns and their dimensions - Sections and details of the foundations, retaining walls, basement slabs, and waterproofing specifications. - Notes specifying materials and construction requirements.

1. A
A B
B C
C
D
D
E
E
F
F
G
G
H
H
I
I
J
J
K
K
11
22
33
44
55
66
77
88
99
1010
1111
12
12
13
13
14
14
15
15
16
16
17
17
18
18
AA
AA
BB
BB
CC
CC
60039008000461021802180461080003900600
750
1580 2420 7800 7800 7800 2600 5200 7800 7800
7800
7800
B14
B22
B30
B46
B02
B08
B23
B31
B39
B47
B32
B40
B48
B03
B09
B17
B24
B33
B41
B49
B04
B10
B18
B25
B34
B42
B50
B05
B11
B19
B35
B43
B51
B20
B06
B12
B26
B27
B28
B36
B44
B16
B15
F5
F3
F5
F3
F2
F1
F3
F2
F5
F3
F2
F5
F3
F1
F2
F3
F5
F2
F5
F5
F1
F1
F2
F2
F1
F2
F2
F1
F1
F2
F2
F2
F2
F1
F2
F1
F1
F1
F1
F2
F2
F1
F5
F2
B38
50
200
250 1770 250 200
3502503750560
250
50
2670
5210
515
110 110
515
260
515
220
5151440
900 390
250
2200
250
2275
250
390 900
125250
400
250
1420680
125
19002710
470
300
300
A
S2100
A
S2100
C
S2100
C
S2100
D
S2100
D
S2100
T.O.C 1376.585
T.O.C 1379.200
T.O.C 1379.180
T.O.C 1379.200
T.O.C 1379.180
T.O.C 1378.800
T.O.C 1378.800
T.O.C 1378.800
T.O.C 1378.365
T.O.C 1378.365
T.O.C 1378.365
T.O.C 1378.365
T.O.C 1378.365
T.O.C 1378.365
T.O.C 1378.365
T.O.C 1378.365
T.O.C 1378.365
T.O.C 1378.365
T.O.C 1378.365
T.O.C 1378.365
T.O.C 1378.365
T.O.C 1378.365T.O.C 1378.140
T.O.C 1378.140
T.O.C 1378.090T.O.C 1377.650
T.O.C 1377.700
T.O.C 1377.700T.O.C 1377.320
T.O.C 1377.320
T.O.C 1377.270
T.O.C 1376.985
T.O.C 1376.835
T.O.C 1376.985
T.O.C 1376.835
T.O.C 1376.985
T.O.C 1376.985
T.O.C 1375.010
T.O.C 1376.985
T.O.C 1376.985
T.O.C 1376.985
T.O.C 1376.835
T.O.C 1376.785
T.O.C 1375.685
T.O.C 1376.937 T.O.C 1378.130T.O.C 1377.730
T.O.C 1377.350
220 THICK RC RETAINING WALL
220 THICK RC RETAINING WALL
250 THICK RC
LIFT SHAFT WALLS
1750 ø PRECAST
PIPE SECTIONS
250 THICK RC WALLS
1500
390
200
200
200
200
200
200
200
250
250
250
110
110
110
150200
200
B
S2100
B
S2100
E
S2100
E
S2100
200
1250x300 DP.
STRIP FOOTING
(SLOPING)
2340 x 2340 x 250 THK.
R.C. BASE
6000
265
805
6000x3250x600 DP.
LIFT SHAFT BASE
5210x2670x400 DP.
R.C. BASE
345 THK.
BRICK WALL
3200 x 3200 x 250 THK.
R.C. BASE
T.O.C 1375.010
3890
40004000
250x250 OPENING
T.O.C.=1376.800
I.L.=1377.050
2340
2340
3200
3200
3900 3900
F1
T.O.C 1376.835
F1
T.O.C 1376.835
F1
T.O.C 1376.835
F1
T.O.C 1376.835
F1
T.O.C 1376.835
F1
T.O.C 1376.835
1250x300 DP.
STRIP FOOTING
1250x300 DP.
STRIP FOOTING
T.O.C 1376.585
F1
T.O.C 1376.835
B45
B37
B29
B21
B13
B07
B01
155
320 430
320 430
T.O.C 1376.835
T.O.C 1376.985
T.O.C 1376.835
175
150
T.O.C 1378.800
F1 F1
F1 F1
1650 4500 1650
1650 4500 1650
175045001750
175045001750
T.O.C 1378.365
T.O.C 1378.365
T.O.C 1378.365
T.O.C 1378.365
500
2200
500
500
2200
500
785 795
480
175
40004000
3900
1215
03 - BASEMENT LEVEL -3
1377.210
250
10001000
2000
200
10 MPa BLINDING
2340 x 2340 x 250 THK.
R.C. BASE
100x100 CONCRETE FILLET
2 No. 1750 DIA. x 1000 LENGTH
SALBERG SEWER CHAMBER
SECTIONS
INTERNAL AND EXTERNAL
WATEPROOFING SPECS
BY OTHERS
10mm SOFTBOARD
PROTECTION
200 THK. R.C. SLAB
T.O.C 1375.010
200 1940 200
2340
03 - BASEMENT LEVEL -3
1377.210
1 2 3
50
250 4310 250 350
5210
400
400300
125
600 3900
T.O.C 1376.785
100 THK.
STONE LAYER
125 THK.
SURFACE BED
10 MPa BLINDING
LAYER IF NECESSARY
10mm SOFTBOARD
PROTECTION
KAYMAT U14
GEOTEXTILE
150mm LAYERS OF G6
MATERIAL COMPACTED
TO 95% MOD AASHTO
500 MICRON
PVC LINING
700
SEE DETAIL 1
03 - BASEMENT LEVEL -3
1377.210
200
T.O.C 1377.210
2502000
2000
75125
10 MPa BLINDING
3200 x 3200 x 250 THK.
R.C. BASE
345 THK.
BRICK WALLS
200 THK. R.C. SLAB
3200
155 345 345 1552200
T.O.C 1375.010
05 - BASEMENT LEVEL -2
1380.270
03 - BASEMENT LEVEL -3
1377.210
F
4000
125
155
280
515 220 515
1250
125
100
400300
300
280
110110
3°
280 THK.
R.C. SLAB
125 THK.
SURFACE BED
125 THK.
SURFACE BED
100 THK.
STONE LAYER
1250x300 THK.
STRIP FOOTING
ONE LAYER DERBIGUM CG3
ONE LAYER DERBIGUM CG4
WATERPROOFING
10mm SOFTBOARD
PROTECTION
250 MICRON
PVC MEMBRANE
10 MPa BLINDING
LAYER IF NECESSARY
KAYMAT U14
GEOTEXTILE
150mm LAYERS OF G6
MATERIAL COMPACTED
TO 95% MOD AASHTO
250215
250x250 OPENING
T.O.C.=1376.800
I.L.=1377.050
T.O.C 1376.585
WICK DRAINS AT 1.5m c/c
SUBSOIL DRAINAGE AS
PER CIVIL ENG. DRW'S
100 THK.
STONE LAYER
150
WRAP WATERPROOFING
250 MICRON
uPVC LAYER
SEE DETAIL 1
03 - BASEMENT LEVEL -3
1377.210
02 - BASEMENT LEVEL -3
INTERMIDIATE
1375.610
F
T.O.C 1375.685
390 250 2175 300 2250 250 390
6000
600
300300
1600
T.O.C 1377.285
200 THK.
SURFACE BED
100 THK.
STONE LAYER
10mm SOFTBOARD
PROTECTION
ONE LAYER DERBIGUM CG3
AND ONE LAYER DERBIGUM
CG4 WATERPROOFING OR
SIMILAR APPROVED
300x300x300 DP.
SUMP
600x220
R.C. COL 600x220
R.C. COL
250 THK. R.C. WALLS
ONE LAYER DERBIGUM CG3
AND ONE LAYER DERBIGUM
CG4 WATERPROOFING OR
SIMILAR APPROVED
10mm SOFTBOARD
PROTECTION
10 MPa BLINDING LAYER
PLASTERED OR BAGGED
FINISH TO WATERPROOFING
SUPPLIERS APPROVAL
100x100 CONCRETE FILLET
110 BWK
TANKING WALL
125 TH.
SURFACE BED
100THK.
STONE LAYER
50 TO 100 THK. SCREED
LAID TO FALL TO SUMP
SEE DETAIL 1
SEE DETAIL 1
550
75 DIA. SLEEVE
I.L.= 76.625
F
1
2
500
TORCH-ON
WATERPROOFING
EXPANDABLE WATER BAR
SEALANT OR SIMILAR APPROVED
SIKASWELL - P 2010 WITH
SIKASWELL S-2 PRIMER
250 THK. R.C. RETAINING WALL
150 THK. GUNITE WALL
MIN.
C D
1
2
500 MICRON PVC. LINER
ARCHITECTURAL
BRICKWORKR.C. TANK WALLS
110
150150
150 THK. GUNITE WALL
100
100 THK. STONE LAYER
250 MICRON uPVC LINER
KAYMAT U14
10mm SOFTBOARD PROTECTION
WATERPROOFING WHERE SHOWN
WICK DRAIN - WHERE INDICATED
TYPICAL R.C. WALL
TYPICAL R.C. SURFACE BED
300
MIN.OVERLAP
uPVC LINER TO LAP DOWN
OVER WATERPROOFING
WSP Structures Africa (Pty) Ltd
DO NOT SCALE
WSP Group plc
APPROVED:
c
PROJECT No:
DRAWN:
SCALE @ A0:
TITLE:
PROJECT:
DRAWING No:
DESIGNED:
CHECKED:
DATE:
REV:
ARCHITECT:
CLIENT:
DRAWING STATUS:
South View, Bryanston Place, 199 Bryanston Drive, Bryanston
PO Box 98867, Sloane Park 2152
Tel: +27(0)11-300-6000 Fax: +27(0)11-300-6002
www.wspgroup.co.za
PlotDate:
KEY PLAN
NOTES
The contents of this document is both priviledged and confidential and may not be disclosed or reproduced
C COPYRIGHT RESERVED
without the express authorisation of the author, being "WSP STRUCTURES AFRICA (PTY) LTD"
CURRENT DRAWING ISSUED TO:
As indicated
2013/07/0305:21:03PM
1
CONSTRUCTION
RMMP
FOUNDATION
LAYOUT
W.Johnston W.Johnston
C.McNiven W.Johnston
015538 S2100
REV DATE BY DESCRIPTION CHK APD
1 Date 1 Revision 1
STRUCTURAL FOUNDATION SCHEDULE
Type Mark Description Count
F1 1100x1100x550 24
F2 1300x1300x550 DP FOOTING 17
F3 2000x2000x700 DP FOOTING 6
F5 2000x2000x900 DP FOOTING 8
SECTION D
1:25
SECTION A
1:25
SECTION E
1:25
SECTION C
1:25
SECTION B
1:25
Structural Column Schedule 2
Mark Description
B01 450x220 RC COLUMN
B02 450x300 RC COLUMN (CURVED)
B03 450x300 RC COLUMN (CURVED)
B04 450x300 RC COLUMN (CURVED)
B05 450x300 RC COLUMN (CURVED)
B06 750x220 RC COLUMN
B07 450x220 RC COLUMN
B08 1000x300 RC COLUMN (CURVED)
B09 1000x300 RC COLUMN (CURVED)
B10 600x300 RC COLUMN (CURVED)
B11 600x300 RC COLUMN (CURVED)
B12 750x220 RC COLUMN
B13 450x300 RC COLUMN (CURVED)
B14 1000x300 RC COLUMN (CURVED)
B15 900x220 R.C. COLUMN
B16 1000x220 R.C. COLUMN
B17 1000x300 RC COLUMN (CURVED)
B18 600x300 RC COLUMN (CURVED)
B19 600x300 RC COLUMN (CURVED)
B20 600x300 RC COLUMN (CURVED)
B21 450x300 RC COLUMN (CURVED)
B22 1000x300 RC COLUMN (CURVED)
B23 900x220 R.C. COLUMN
B23a 600x220 RC COLUMN
B23b 600x220 RC COLUMN
B23b 600x220 RC COLUMN
B23c 600x220 RC COLUMN
B23c 600x220 RC COLUMN
B23d 600x220 RC COLUMN
B23d 600x220 RC COLUMN
B23e 600x220 RC COLUMN
B23e 600x220 RC COLUMN
B24 900x220 R.C. COLUMN
B25 750x220 RC COLUMN
B26 750x220 RC COLUMN
B27 750x220 RC COLUMN
B28 600x300 RC COLUMN (CURVED)
B29 450x300 RC COLUMN (CURVED)
B30 1000x300 RC COLUMN (CURVED)
B31 1000x300 RC COLUMN (CURVED)
B32 1000x300 RC COLUMN (CURVED)
B33 1000x300 RC COLUMN (CURVED)
B34 600x300 RC COLUMN (CURVED)
B34A 750x220 RC COLUMN
B35 600x300 RC COLUMN (CURVED)
B35A 750x220 RC COLUMN
B36 600x300 RC COLUMN (CURVED)
B37 600x220 RC COLUMN
B38 1000x300 RC COLUMN (CURVED)
B39 1000x300 RC COLUMN (CURVED)
B40 1000x300 RC COLUMN (CURVED)
B41 1000x300 RC COLUMN (CURVED)
B42 600x300 RC COLUMN (CURVED)
B43 600x300 RC COLUMN (CURVED)
B44 450x300 RC COLUMN (CURVED)
B45 450x220 RC COLUMN
B46 450x300 RC COLUMN (CURVED)
B47 450x300 RC COLUMN (CURVED)
B48 450x300 RC COLUMN (CURVED)
B49 450x300 RC COLUMN (CURVED)
B50 450x300 RC COLUMN (CURVED)
B51 450x300 RC COLUMN (CURVED)
SCALE 1:25
SCALE 1:25
DETAIL 1
1:10
0 01/06/13 C.McN ISSUED FOR CONSTRUCTION W.J. W.J.
4
1 07/06/13 C.McN FOUNDATION T.O.C.'S REVISED W.J. W.J.
4
2 13/06/13 C.McN CRANE BASES ADDED, COL B16 REVED W.J. W.J.
3
3 19/06/13 C.McN SUB SOIL WATER TANK REVISED W.J. W.J.
EXISTING
BASE
4
4
4 03/07/13 C.McN VARIOUS CHANGES (CLOUDED) W.J. W.J.