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150mm THK 25MPa RC SLAB REINFORCED
IJ
10
0m
m T
HK
A
PR
ON
SLA
B
100mm THK APRON SLAB
IJ
100mm THK APRON SLAB
IJ
NOTE:
APRON SLABS TO BE CAST IN ALTERNATE PANELS NOT EXCEEDING 2 METRES IN LENGTH. ALL JOINTS BETWEEN APRON SLAB PANELS AND BETWEEN APRON SLABS AND THE RAFT SLAB ARE TO BE 10MM JONTS WITH 10MM THICK BITUMEN IMPREGNATED SOFTBOARD SEALED WITH POLYURETHANE JOINT SEALANT. 2400MM PANELS WITH 10MM SOFTBOARD JOINTS WITH POLYURETHANE JOINT SEALANT.
IJ
IJ
IJ
IJ
IJ
IJ
IJ
100mm THK APRON SLAB
10
0m
m T
HK
A
PR
ON
SLA
B
10
0m
m T
HK
A
PR
ON
SLA
B
100mm THK APRON SLAB
10
0m
m T
HK
A
PR
ON
SLA
B
RAMP 1:12 SLOPE
(BROOM FINISH)
85m
m S
TE
P
85m
m S
TE
P
85mm STEP
85mm STEP85mm STEP
85m
m S
TE
P
85m
m S
TE
P
150mm THK 25MPa RC SLAB REINFORCED
150mm THK 25MPa RC SLAB REINFORCED
150mm THK 25MPa RC SLAB REINFORCED
IJ
IJ IJ
IJ
IJ
IJ
IJ
IJ
IJ
IJ IJ IJ IJ
IJIJ 5 %
MIN
5 % MIN
5 % MIN
5 %
MIN
5 %
MIN
5 %
MIN
5 % MIN
5 % MIN
IJ IJ
1220 11320 4220 10430 1220
4350
1420
1220 9900 7140 8930 1220
1773
1420
1773
2577
28410
3660
2110
2110
3660
RAMP 1:12 SLOPE
(BROOM FINISH)
FFL
0
250 MICRON USB GREEN DPMRIP & RECOMPACT 200mm IN-SITU LAYER TO 93% MOD AASHTO
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER
WITH POLYURETHANE JOINT SEALANT ISOLATION JOINT 10mm
SOFTBOARD JOINT FILLER WITH POLYURETHANE JOINT SEALANT
250 MICRON USB GREEN DPM RIP & RECOMPACT 200mm IN-SITU LAYER TO 93% MOD
AASHTO
1000 300 920 300 3100 300 3550 300 3470 300 4220 300 3580 300 3660 300 1990 300 920 300 1000
1000 1220 25970 1220 1000
500
150
350
FFL
0
7770
250 MICRON USB GREEN DPMRIP & RECOMPACT 200mm IN-SITU LAYER TO 93% MOD AASHTO
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER WITH POLYURETHANE JOINT SEALANT
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER WITH POLYURETHANE JOINT SEALANT
A
AB - WTH01
A
AB - WTH01
B
AB - WTH01
300 x 500 Deep Concrete Beam
300 x
500 D
eep C
oncre
te B
eam
300 x
500 D
eep C
oncre
te B
eam
300 x
500 D
eep C
oncre
te B
eam
300 x
500 D
eep C
oncre
te B
eam
300 x
500 D
eep C
oncre
te B
eam
300 x
500 D
eep C
oncre
te B
eam
300 x
500 D
eep C
oncre
te B
eam
300 x
500 D
eep C
oncre
te B
eam
300 x 500 Deep Concrete Beam
300 x 500 Deep Concrete Beam
300 x 500 Deep Concrete Beam
300 x 500 Deep Concrete Beam
300 x 500 Deep Concrete Beam300 x 415 Deep Concrete Beam 300 x 415 Deep Concrete Beam
300 x
415 D
eep C
oncre
te B
eam
300 x
415 D
eep C
oncre
te B
eam
300 x 415 Deep Concrete Beam
300 x 415 Deep Concrete Beam300 x 415 Deep Concrete Beam
300
2593
300
2277
300
5770
300
1120
300
3750
300
300
3750
300
1120
300
300
1120
300
1640
300
1810
300
300
1120
300
1640
300
1810
300
300
1120
300
3750
300
300
3750
300
1120
300
300
2593
300
2277
300
300 920 300 3100 300 3550 300 3470 300 4220 300 3580 300 3660 300 1990 300 920 300
28410
300 x 500 Deep Concrete Beam
300 x 500 Deep Concrete Beam
1. THE COPYRIGHT OF THIS DRAWING IS VESTED IN CIVPRO AND IT MAY NOT BE REPRODUCED IN WHOLE OR PART OR USED FOR THE MANUFACTURE OF ANY ARTICLE WITHOUT THE EXPRESS PERMISSION OF THE COPYRIGHT HOLDERS.
2. THESE NOTES ARE READ IN CONJUNCTION WITH THE SPECIFICATIONS. THE NOTES TAKE PRECEDENCE SHOULD A DISCREPANCY ARISE WHICH IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
3. ALL DIMENSIONS AND SETTING OUT INFORMATION ARE CHECKED PRIOR TO THE COMMENCEMENT OF THE SETTING OUT OF THE WORKS.
4. ALL LEVELS ARE ABOVE MEAN SEA LEVEL (AMSL).
5. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE ARCHITECT'S DRAWING AND ALL DIMENSIONS VERIFIED.
6. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL BUILDING REGULATIONS AND THE REGULATIONS AS SET OUT BY THE NHBRC.
7. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE LATEST EDITION OF THE OCCUPATIONAL HEALTH AND SAFETY ACT AND THE CONSTRUCTION REGULATIONS.
8. SUBCONTRACTING OF ANY PORTION OF THE WORKS DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES AND LIABILITIES IN TERMS OF THE CONTRACT AND THE REGULATIONS NOTED IN 6.
9. ALL QUANTITIES ARE TO BE MEASURED IN ACCORDANCE WITH SANS 1200.
10. ALL WET SERVICES ARE TO HAVE FLEXIBLE JOINTS AGAINST THE BUILDING.
11. STORMWATER IS TO BE ADEQUATELY ROUTED AWAY FROM THE STRUCTURE.
12. PONDING OF WATER DURING AND AFTER CONSTRUCTION IS NOT BE PERMITTED.
GENERAL NOTES:
NZ
06/11/19
NZ
KW
RevisionRev DateAuthby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale : As Noted
ABLUTION BLOCK
Title
Approved
Date
KASERNE TAXI HOLDING FACILITY
FOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318
Fax: +27 86 633 4995
Cell: +27 82 577 1299
eMail: [email protected]
Client
04 STR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
ADA06 AB - WTH01
REV DATE DESCRIPTION
A 06-11-2019 KWTENDER DRAWING
1. All reinforcement to be checked and approved by the engineer before any concrete is cast.
2. Lap lengths to reinforcing to be min. 45 x smaller diameter, unless otherwise noted.
3. Reinforcing yield strength:High tensile 'y' .................................................. 450 MPaMild steel 'r' ...................................................... 250 MPaWelded steel wire mesh .................................... 485 MPa
FOUNDATIONS1. EXCAVATIONS FOR FOUNDATIONS TO BE APPROVED BY THE ENGINEER AND GEOTECHNICAL ENGINEER PRIOR TO THE CONCRETE BEING CAST THEREFORE FOUNDING LEVELS ARE SUBJECT TO CHANGE.
2. ALL FOUNDATIONS TO BE BUILT ON FIRM IN-SITU SOIL (NOT ON FILL).
3. FOUNDING CONDITIONS AS RECOMMENDED IN THE GEOTECHNICAL REPORT BY THE GEOTECHNICAL ENGINEER.
CONCRETE4. CONCRETE CHARACTERISTIC 28-DAY STRENGTH:
BLINDING ....................................................................... 15 MPaFOUNDATIONS ................................................................. 30 MPaCOLUMNS ......................................................................30 MPaSUSPENDED SLABS & BEAMS ....................................... 30 MPaGROUND SLABS .............................................................. 25 MPa
5. MINIMUM CONCRETE AGGREGATE SIZE ............................ 19mm
6. ALL CONCRETE TO BE PROPERLY CURED BY KEEPING SURFACES CONTINUOUSLY DAMP FOR AT LEAST 5 DAYS AFTER CASTING.
7. ALL CONCRETE WORK MUST CONFORM WITH THE SPECIFICATIONS OF SANS 10100-2 AND SANS 2001-CC1.
8. A SET OF THREE (3) TEST CUBES SHALL BE MADE FOR EVERY 50M³ OR PORTION THEREOF FOR EVERY GRADE OF CONCRETE CAST ON A PARTICULAR DAY. CUBES SHALL BE CURED IN ACCORDANCE WITH THE SANS SPECIFICATIONS AND TESTED ON THE REQUISITE DAYS BY AN APPROVED TESTING LABORATORY AS APPROVED BY THE ENGINEER. TEST RESULTS TO BE TIMEOUSLY SUBMITTED TO ENGINEER FOR APPROVAL.
9. NO CONCRETE SHALL BE CAST WITHOUT THE ENGINEER HAVING INSPECTED THE REINFORCING. CONCRETE SHALL BE CAST ON WRITTEN APPROVAL OF THE ENGINEER.
10. BREAKS IN CONCRETE AND CONSTRUCTION JOINTS ARE ONLY TO BE MADE WITH THE APPROVAL OF THE ENGINEER.
11. THE USE OF KICKERS FOR WALL AND COLUMN CONSTRUCTION IS NOT PERMITTED.
12. SHOULD THERE BE A BREAK IN EXCESS OF 45MINS. AT ANY STAGE DURING A CONCRETE POUR, THE ENGINEER IS IMMEDIATELY NOTIFIED THEREOF.
13. CONCRETE SLABS ARE NOT TO BE USED FOR THE STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
14. MINIMUM COVER TO REINFORCING:FOUNDATIONS .................................................................... 50mmCOLUMNS .......................................................................... 30mmSUSPENDED SLABS & BEAMS .......................................... 20mmWALLS, RETAINING WALLS ................................................. 40mm
15. ONLY CONCRETE COVER BLOCKS APPROVED BY THE ENGINEER ARE TO BE USED TO MAINTAIN THE REQUIRED COVER TO REINFORCEMENT. THE CONTRACTOR TAKES PARTICULAR CARE TO ENSURE THAT THE SPECIFIED COVER TO ALL REINFORCEMENT IS IATTAINED THROUGHOUT BEFORE THE ENGINEER IS CALLED TO SITE.
CONCRETE NOTES:
REINFORCEMENT
ISSUED FOR TENDER
PURPOSES ONLY
NZ
GROUND PLANSCALE 1 : 50
ELEVATION A-ASCALE 1 : 50
ELEVATION B-BSCALE 1 : 50
SECTIONAL VIEW
RAFT SLAB BEAM LAYOUTSCALE 1 : 50
150mm THK 25MPa CONCRETE RC SLAB WITH MESH REF. 245 TOP & BOTTOM
RAMP 1:12 SLOPE
RAMP 1:12 SLOPE
150mm THK 25MPa CONCRETE RC SLAB
WITH MESH REF. 245 TOP & BOTTOM
150mm THK 25MPa CONCRETE RC SLAB
WITH MESH REF. 245 TOP & BOTTOM
150mm THK 25MPa
CONCRETE RC SLAB WITH
MESH REF. 245 TOP &
BOTTOM
100mm THK 25MPa CONCRETE
RC SLAB WITH MESH REF. 100
150mm THK 25MPa CONCRETE RC SLAB
WITH MESH REF. 245 TOP & BOTTOM
100m
m T
HK
25M
Pa C
ON
CR
ET
E
RC
SLA
B W
ITH
ME
SH
RE
F. 1
00
100m
m T
HK
25M
Pa C
ON
CR
ET
E
RC
SLA
B W
ITH
ME
SH
RE
F. 1
00
100m
m T
HK
25M
Pa C
ON
CR
ET
E
RC
SLA
B W
ITH
ME
SH
RE
F. 100
100m
m T
HK
25M
Pa C
ON
CR
ET
E
RC
SLA
B W
ITH
ME
SH
RE
F. 100
46 -R10 @250 mm -04 43 -R10 @250 mm -24
12 -R10 @250 mm -34
6 -R10 @250 mm -40
6 -R10 @250 mm -406 -R10 @250 mm -40
6 -R10 @250 mm -45 6 -R10 @250 mm -45
6 -R10 @250 mm -40 6 -R10 @250 mm -40 6 -R10 @250 mm -40
12 -R10 @250 mm -34
3 x Y12 -36
2 x Y12 -35 2 x Y12 -35 2 x Y12 -41 2 x Y12 -41 2 x Y12 -41 2 x Y12 -46 2 x Y12 -46 2 x Y12 -41 2 x Y12 -41 2 x Y12 -412 -Y12 -38 2 -Y12 -38 2 -Y12 -38
3 x Y12 -36 3 x Y12 -42 3 x Y12 -42 3 x Y12 -42 3 x Y12 -47 3 x Y12 -47 3 x Y12 -42 3 x Y12 -42 3 x Y12 -42
2 -Y12 -38 2 -Y12 -38 2 -Y12 -38
3 -Y12 -393 -Y12 -393 -Y12 -393 -Y12 -393 -Y12 -39
2 -Y12 -25
2 -Y12 -27
2 -Y12 -26
2 -Y12 -28
2 -Y12 -07
2 -Y12 -09
2 -Y12 -05
2 -Y12 -08
40
30
40
30
40
40
B
AB - WTH02
B
AB - WTH02
F
AB - WTH03
BE
AM
10
BEAM 02
BEAM 02
BEAM 05
BEAM 06
BEAM 07
BEAM 07
BE
AM
10
BE
AM
10
BE
AM
10
BE
AM
10
BE
AM
10
BE
AM
12
BE
AM
12
BE
AM
12
BE
AM
12
BE
AM
12
BE
AM
12
BE
AM
11
BE
AM
11
BE
AM
11
BE
AM
11
BE
AM
11
BE
AM
11
BE
AM
09
BE
AM
09
BEAM 03 BEAM 08
BEAM 01BEAM 01
C
AB - WTH02
C
AB - WTH02
A
AB - WTH02
A
AB - WTH02
E
AB - WTH03
BEAM 04
G
AB - WTH03
6 -R10 @250 mm -01
46 -R10 @250 mm -04
46 -R10 @250 mm -04
45 -R10 @250 mm -10
18 -R10 @250 mm -15
20 -R10 @250 mm -18
30 -R10 @250 mm -21
43 -R10 @250 mm -24
43 -R10 @250 mm -24
42 -R10 @250 mm -29
6 -R10 @250 mm -01
12 -
R10 @
250 m
m -
34
16 -
R10 @
250 m
m -
37
16 -
R10 @
250 m
m -
37
16 -
R10 @
250 m
m -
37
16 -
R10 @
250 m
m -
37
16 -
R10 @
250 m
m -
37
16 -
R10 @
250 m
m -
37
6 -
R10 @
250 m
m -
40
6 -
R10 @
250 m
m -
40
6 -
R10 @
250 m
m -
40
6 -
R10 @
250 m
m -
40
6 -
R10 @
250 m
m -
40
6 -
R10 @
250 m
m -
40
6 -
R10 @
250 m
m -
45
9 -
R10 @
250 m
m -
43
8 -
R10 @
250 m
m -
44
9 -
R10 @
250 m
m -
43
8 -
R10 @
250 m
m -
44
6 -
R10 @
250 m
m -
45
12 -
R10 @
250 m
m -
34
2 -Y12 -38T3 -Y12 -39B 2 -Y12 -38T
3 -Y12 -39B
2 -Y12 -38T3 -Y12 -39B
2 -Y12 -46T
3 -Y12 -47B
2 -Y12 -46T
3 -Y12 -47B
2 -Y12 -38T
3 -Y12 -39B
2 -Y12 -38T
3 -Y12 -39B
2 -Y12 -38T3 -Y12 -39B
2 -Y12 -41T
3 -Y12 -42B
2 -Y12 -41T
3 -Y12 -42B
2 -Y12 -46T
3 -Y12 -47B
2 -Y12 -46T
3 -Y12 -47B
2 -Y12 -19T 2 -Y12 -20B
2 -Y12 -41T
3 -Y12 -42B
2 -Y12 -41T
3 -Y12 -42B
2 -Y12 -41T
3 -Y12 -42B
2 -Y12 -41T
3 -Y12 -42B
2 -Y12 -35T3 -Y12 -36B
3 -Y12 -36B
2 -Y12 -35T
2 -Y12 -05T 2 -Y12 -08B2 -Y12 -07T 2 -Y12 -09B
2 -Y12 -05T 2 -Y12 -08B 2 -Y12 -07T 2 -Y12 -09B
2 -Y12 -11T 2 -Y12 -13B 2 -Y12 -12T 2 -Y12 -14B
2 -Y12 -02T2 -Y12 -03B
2 -Y12 -16T 2 -Y12 -17B
2 -Y12 -22T 2 -Y12 -23B
2 -Y12 -25T 2 -Y12 -27B 2 -Y12 -26T 2 -Y12 -28B
2 -Y12 -25T 2 -Y12 -27B 2 -Y12 -26T
2 -Y12 -28B
2 -Y12 -30T 2 -Y12 -32B
2 -Y12 -31T 2 -Y12 -33B
2 -Y12 -02T2 -Y12 -03B
D
AB - WTH03
BEAM 13 BEAM 14
H
AB - WTH03
H
AB - WTH0314 -R10 @250 mm -48
2 -Y12 -49T2 -Y12 -50B
9 -R10 @250 mm -51
2 -Y12 -52T2 -Y12 -53B
45 -R10 @250 mm -10 30 -R10 @250 mm -21 42 -R10 @250 mm -29
12 -R10 @250 mm -34
6 -R10 @250 mm -40 6 -R10 @250 mm -40 6 -R10 @250 mm -40 6 -R10 @250 mm -45 6 -R10 @250 mm -45 6 -R10 @250 mm -40
6 -R10 @250 mm -40 6 -R10 @250 mm -40
12 -R10 @250 mm -34
2 x Y12 -35
3 x Y12 -36
2 x Y12 -41
3 x Y12 -42
2 x Y12 -41
3 x Y12 -42
2 x Y12 -41
3 x Y12 -42
2 x Y12 -46
3 x Y12 -47
2 x Y12 -46
3 x Y12 -47
2 x Y12 -41
3 x Y12 -42
2 x Y12 -41
3 x Y12 -42 3 x Y12 -42
2 x Y12 -41 2 x Y12 -35
3 x Y12 -36
2 -Y12 -11
2 -Y12 -13
2 -Y12 -12
2 -Y12 -14
2 -Y12 -22
2 -Y12 -23
2 -Y12 -30
2 -Y12 -32
2 -Y12 -31
2 -Y12 -33
40
40
30
30
40
40
16 -R10 @250 mm -37 16 -R10 @250 mm -37 16 -R10 @250 mm -37 9 -R10 @250 mm -43 9 -R10 @250 mm -43 16 -R10 @250 mm -37 16 -R10 @250 mm -37
16 -R10 @250 mm -37 2 x Y12 -38 2 x Y12 -38 2 x Y12 -38 2 x Y12 -38 2 x Y12 -38 2 x Y12 -38 2 x Y12 -38 2 x Y12 -46 2 x Y12 -46 2 x Y12 -38 2 x Y12 -38 2 x Y12 -38
3 x Y12 -39 3 x Y12 -39 3 x Y12 -39 3 x Y12 -47 3 x Y12 -47 3 x Y12 -39 3 x Y12 -39 3 x Y12 -39
30
40
40
30
40
40
1. THE COPYRIGHT OF THIS DRAWING IS VESTED IN CIVPRO AND IT MAY NOT BE REPRODUCED IN WHOLE OR PART OR USED FOR THE MANUFACTURE OF ANY ARTICLE WITHOUT THE EXPRESS PERMISSION OF THE COPYRIGHT HOLDERS.
2. THESE NOTES ARE READ IN CONJUNCTION WITH THE SPECIFICATIONS. THE NOTES TAKE PRECEDENCE SHOULD A DISCREPANCY ARISE WHICH IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
3. ALL DIMENSIONS AND SETTING OUT INFORMATION ARE CHECKED PRIOR TO THE COMMENCEMENT OF THE SETTING OUT OF THE WORKS.
4. ALL LEVELS ARE ABOVE MEAN SEA LEVEL (AMSL).
5. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE ARCHITECT'S DRAWING AND ALL DIMENSIONS VERIFIED.
6. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL BUILDING REGULATIONS AND THE REGULATIONS AS SET OUT BY THE NHBRC.
7. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE LATEST EDITION OF THE OCCUPATIONAL HEALTH AND SAFETY ACT AND THE CONSTRUCTION REGULATIONS.
8. SUBCONTRACTING OF ANY PORTION OF THE WORKS DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES AND LIABILITIES IN TERMS OF THE CONTRACT AND THE REGULATIONS NOTED IN 6.
9. ALL QUANTITIES ARE TO BE MEASURED IN ACCORDANCE WITH SANS 1200.
10. ALL WET SERVICES ARE TO HAVE FLEXIBLE JOINTS AGAINST THE BUILDING.
11. STORMWATER IS TO BE ADEQUATELY ROUTED AWAY FROM THE STRUCTURE.
12. PONDING OF WATER DURING AND AFTER CONSTRUCTION IS NOT BE PERMITTED.
GENERAL NOTES:
NZ
06/11/19
NZ
KW
RevisionRev DateAuthby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale : As Noted
ABLUTION BLOCK
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318
Fax: +27 86 633 4995
Cell: +27 82 577 1299
eMail: [email protected]
Client
04 STR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
ADA06
REV DATE DESCRIPTION
A 06-11-2019 KWTENDER DRAWING
1. All reinforcement to be checked and approved by the engineer before any concrete is cast.
2. Lap lengths to reinforcing to be min. 45 x smaller diameter, unless otherwise noted.
3. Reinforcing yield strength:High tensile 'y' .................................................. 450 MPaMild steel 'r' ...................................................... 250 MPaWelded steel wire mesh .................................... 485 MPa
FOUNDATIONS1. EXCAVATIONS FOR FOUNDATIONS TO BE APPROVED BY THE ENGINEER AND GEOTECHNICAL ENGINEER PRIOR TO THE CONCRETE BEING CAST THEREFORE FOUNDING LEVELS ARE SUBJECT TO CHANGE.
2. ALL FOUNDATIONS TO BE BUILT ON FIRM IN-SITU SOIL (NOT ON FILL).
3. FOUNDING CONDITIONS AS RECOMMENDED IN THE GEOTECHNICAL REPORT BY THE GEOTECHNICAL ENGINEER.
CONCRETE4. CONCRETE CHARACTERISTIC 28-DAY STRENGTH:
BLINDING ....................................................................... 15 MPaFOUNDATIONS ................................................................. 30 MPaCOLUMNS ......................................................................30 MPaSUSPENDED SLABS & BEAMS ....................................... 30 MPaGROUND SLABS .............................................................. 25 MPa
5. MINIMUM CONCRETE AGGREGATE SIZE ............................ 19mm
6. ALL CONCRETE TO BE PROPERLY CURED BY KEEPING SURFACES CONTINUOUSLY DAMP FOR AT LEAST 5 DAYS AFTER CASTING.
7. ALL CONCRETE WORK MUST CONFORM WITH THE SPECIFICATIONS OF SANS 10100-2 AND SANS 2001-CC1.
8. A SET OF THREE (3) TEST CUBES SHALL BE MADE FOR EVERY 50M³ OR PORTION THEREOF FOR EVERY GRADE OF CONCRETE CAST ON A PARTICULAR DAY. CUBES SHALL BE CURED IN ACCORDANCE WITH THE SANS SPECIFICATIONS AND TESTED ON THE REQUISITE DAYS BY AN APPROVED TESTING LABORATORY AS APPROVED BY THE ENGINEER. TEST RESULTS TO BE TIMEOUSLY SUBMITTED TO ENGINEER FOR APPROVAL.
9. NO CONCRETE SHALL BE CAST WITHOUT THE ENGINEER HAVING INSPECTED THE REINFORCING. CONCRETE SHALL BE CAST ON WRITTEN APPROVAL OF THE ENGINEER.
10. BREAKS IN CONCRETE AND CONSTRUCTION JOINTS ARE ONLY TO BE MADE WITH THE APPROVAL OF THE ENGINEER.
11. THE USE OF KICKERS FOR WALL AND COLUMN CONSTRUCTION IS NOT PERMITTED.
12. SHOULD THERE BE A BREAK IN EXCESS OF 45MINS. AT ANY STAGE DURING A CONCRETE POUR, THE ENGINEER IS IMMEDIATELY NOTIFIED THEREOF.
13. CONCRETE SLABS ARE NOT TO BE USED FOR THE STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
14. MINIMUM COVER TO REINFORCING:FOUNDATIONS .................................................................... 50mmCOLUMNS .......................................................................... 30mmSUSPENDED SLABS & BEAMS .......................................... 20mmWALLS, RETAINING WALLS ................................................. 40mm
15. ONLY CONCRETE COVER BLOCKS APPROVED BY THE ENGINEER ARE TO BE USED TO MAINTAIN THE REQUIRED COVER TO REINFORCEMENT. THE CONTRACTOR TAKES PARTICULAR CARE TO ENSURE THAT THE SPECIFIED COVER TO ALL REINFORCEMENT IS IATTAINED THROUGHOUT BEFORE THE ENGINEER IS CALLED TO SITE.
CONCRETE NOTES:
REINFORCEMENT
ISSUED FOR TENDER PURPOSES ONLY
NZ
AB - WTH02
GROUND PLANSCALE 1 : 50
RAFT SLAB BEAM LAYOUTSCALE 1 : 50
SECTION A-ASCALE 1 : 50
SECTION B-BSCALE 1 : 50
SECTION C-CSCALE 1 : 50
16 -R10 @250 mm -37 6 -R10 @250 mm -40
2 x Y12 -05 2 x Y12 -02 2 x Y12 -05 2 x Y12 -11
2 x Y12 -08 2 x Y12 -03 2 x Y12 -08 2 x Y12 -13
2 -Y12 -38
3 -Y12 -39
2 -Y12 -41
3 -Y12 -42
46 -R10 @250 mm -04
6 -R10 @250 mm -01 46 -R10 @250 mm -04
45 -R10 @250 mm -10
30
40
40
30
40
40
16 -R10 @250 mm -37 6 -R10 @250 mm -40
2 x Y12 -07 2 x Y12 -07 2 x Y12 -12
2 x Y12 -09 2 x Y12 -09 2 x Y12 -14
2 -Y12 -38
3 -Y12 -39
2 -Y12 -41
3 -Y12 -42
46 -R10 @250 mm -04
46 -R10 @250 mm -0445 -R10 @250 mm -10
30
40
40
30
40
40
9 -R10 @250 mm -43 8 -R10 @250 mm -44 6 -R10 @250 mm -45
2 x Y12 -07 2 x Y12 -19 2 x Y12 -07 2 x Y12 -22
2 x Y12 -09 2 x Y12 -20 2 x Y12 -09 2 x Y12 -23
2 -Y12 -46
3 -Y12 -47
46 -R10 @250 mm -04
20 -R10 @250 mm -18
46 -R10 @250 mm -04
30 -R10 @250 mm -21
2 -Y12 -16
2 -Y12 -17
30
40
40
30
40
40
18 -R10 @250 mm -15
12 -R10 @250 mm -34
2 x Y12 -02 2 x Y12 -11
2 x Y12 -03 2 x Y12 -13
2 -Y12 -35
3 -Y12 -36
6 -R10 @250 mm -01 45 -R10 @250 mm -10
30
40
40
30
40
40
14 -R10 @250 mm -486 -R10 @250 mm -01
3 x Y12 -36
2 x Y12 -35
3 x Y12 -39
2 x Y12 -38
3 x Y12 -39
2 x Y12 -382 -Y12 -02
2 -Y12 -03
2 -Y12 -49
2 -Y12 -506 -R10 @250 mm -01
16 -R10 @250 mm -37 16 -R10 @250 mm -37
30
40
40
30
40
40
1. THE COPYRIGHT OF THIS DRAWING IS VESTED IN CIVPRO AND IT MAY NOT BE REPRODUCED IN WHOLE OR PART OR USED FOR THE MANUFACTURE OF ANY ARTICLE WITHOUT THE EXPRESS PERMISSION OF THE COPYRIGHT HOLDERS.
2. THESE NOTES ARE READ IN CONJUNCTION WITH THE SPECIFICATIONS. THE NOTES TAKE PRECEDENCE SHOULD A DISCREPANCY ARISE WHICH IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
3. ALL DIMENSIONS AND SETTING OUT INFORMATION ARE CHECKED PRIOR TO THE COMMENCEMENT OF THE SETTING OUT OF THE WORKS.
4. ALL LEVELS ARE ABOVE MEAN SEA LEVEL (AMSL).
5. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE ARCHITECT'S DRAWING AND ALL DIMENSIONS VERIFIED.
6. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL BUILDING REGULATIONS AND THE REGULATIONS AS SET OUT BY THE NHBRC.
7. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE LATEST EDITION OF THE OCCUPATIONAL HEALTH AND SAFETY ACT AND THE CONSTRUCTION REGULATIONS.
8. SUBCONTRACTING OF ANY PORTION OF THE WORKS DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES AND LIABILITIES IN TERMS OF THE CONTRACT AND THE REGULATIONS NOTED IN 6.
9. ALL QUANTITIES ARE TO BE MEASURED IN ACCORDANCE WITH SANS 1200.
10. ALL WET SERVICES ARE TO HAVE FLEXIBLE JOINTS AGAINST THE BUILDING.
11. STORMWATER IS TO BE ADEQUATELY ROUTED AWAY FROM THE STRUCTURE.
12. PONDING OF WATER DURING AND AFTER CONSTRUCTION IS NOT BE PERMITTED.
GENERAL NOTES:
NZ
06/11/19
NZ
KW
RevisionRev DateAuthby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale : As Noted
ABLUTION BLOCK
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318
Fax: +27 86 633 4995
Cell: +27 82 577 1299
eMail: [email protected]
Client
04 STR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
ADA06
REV DATE DESCRIPTION
A 06-11-2019 KWTENDER DRAWING
1. All reinforcement to be checked and approved by the engineer before any concrete is cast.
2. Lap lengths to reinforcing to be min. 45 x smaller diameter, unless otherwise noted.
3. Reinforcing yield strength:High tensile 'y' .................................................. 450 MPaMild steel 'r' ...................................................... 250 MPaWelded steel wire mesh .................................... 485 MPa
FOUNDATIONS1. EXCAVATIONS FOR FOUNDATIONS TO BE APPROVED BY THE ENGINEER AND GEOTECHNICAL ENGINEER PRIOR TO THE CONCRETE BEING CAST THEREFORE FOUNDING LEVELS ARE SUBJECT TO CHANGE.
2. ALL FOUNDATIONS TO BE BUILT ON FIRM IN-SITU SOIL (NOT ON FILL).
3. FOUNDING CONDITIONS AS RECOMMENDED IN THE GEOTECHNICAL REPORT BY THE GEOTECHNICAL ENGINEER.
CONCRETE4. CONCRETE CHARACTERISTIC 28-DAY STRENGTH:
BLINDING ....................................................................... 15 MPaFOUNDATIONS ................................................................. 30 MPaCOLUMNS ......................................................................30 MPaSUSPENDED SLABS & BEAMS ....................................... 30 MPaGROUND SLABS .............................................................. 25 MPa
5. MINIMUM CONCRETE AGGREGATE SIZE ............................ 19mm
6. ALL CONCRETE TO BE PROPERLY CURED BY KEEPING SURFACES CONTINUOUSLY DAMP FOR AT LEAST 5 DAYS AFTER CASTING.
7. ALL CONCRETE WORK MUST CONFORM WITH THE SPECIFICATIONS OF SANS 10100-2 AND SANS 2001-CC1.
8. A SET OF THREE (3) TEST CUBES SHALL BE MADE FOR EVERY 50M³ OR PORTION THEREOF FOR EVERY GRADE OF CONCRETE CAST ON A PARTICULAR DAY. CUBES SHALL BE CURED IN ACCORDANCE WITH THE SANS SPECIFICATIONS AND TESTED ON THE REQUISITE DAYS BY AN APPROVED TESTING LABORATORY AS APPROVED BY THE ENGINEER. TEST RESULTS TO BE TIMEOUSLY SUBMITTED TO ENGINEER FOR APPROVAL.
9. NO CONCRETE SHALL BE CAST WITHOUT THE ENGINEER HAVING INSPECTED THE REINFORCING. CONCRETE SHALL BE CAST ON WRITTEN APPROVAL OF THE ENGINEER.
10. BREAKS IN CONCRETE AND CONSTRUCTION JOINTS ARE ONLY TO BE MADE WITH THE APPROVAL OF THE ENGINEER.
11. THE USE OF KICKERS FOR WALL AND COLUMN CONSTRUCTION IS NOT PERMITTED.
12. SHOULD THERE BE A BREAK IN EXCESS OF 45MINS. AT ANY STAGE DURING A CONCRETE POUR, THE ENGINEER IS IMMEDIATELY NOTIFIED THEREOF.
13. CONCRETE SLABS ARE NOT TO BE USED FOR THE STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
14. MINIMUM COVER TO REINFORCING:FOUNDATIONS .................................................................... 50mmCOLUMNS .......................................................................... 30mmSUSPENDED SLABS & BEAMS .......................................... 20mmWALLS, RETAINING WALLS ................................................. 40mm
15. ONLY CONCRETE COVER BLOCKS APPROVED BY THE ENGINEER ARE TO BE USED TO MAINTAIN THE REQUIRED COVER TO REINFORCEMENT. THE CONTRACTOR TAKES PARTICULAR CARE TO ENSURE THAT THE SPECIFIED COVER TO ALL REINFORCEMENT IS IATTAINED THROUGHOUT BEFORE THE ENGINEER IS CALLED TO SITE.
CONCRETE NOTES:
REINFORCEMENT
ISSUED FOR TENDER PURPOSES ONLY
NZ
AB - WTH03
Rebar Schedule
MemberNo.Of
BarsPer
Memb Dia LengthTotal
Number Mark S C A B C D
BEAM 01 2 6 R10 1230 mm 12 01 60 220 mm 370 mm 0 mm 0 mm
BEAM 01 2 2 Y12 3670 mm 4 02 37 100 mm 3600 mm 0 mm 0 mm
BEAM 01 2 2 Y12 3670 mm 4 03 37 100 mm 3600 mm 0 mm 0 mm
BEAM 02 2 46 R10 1360 mm 92 04 60 220 mm 430 mm 0 mm 0 mm
BEAM 02 2 2 Y12 6070 mm 4 05 37 100 mm 6000 mm 0 mm 0 mm
BEAM 02 2 2 Y12 5850 mm 4 07 37 100 mm 5780 mm 0 mm 0 mm
BEAM 02 2 2 Y12 6070 mm 4 08 37 100 mm 6000 mm 0 mm 0 mm
BEAM 02 2 2 Y12 5850 mm 4 09 37 100 mm 5780 mm 0 mm 0 mm
BEAM 03 1 45 R10 1230 mm 45 10 60 220 mm 370 mm 0 mm 0 mm
BEAM 03 1 2 Y12 6070 mm 2 11 37 100 mm 6000 mm 0 mm 0 mm
BEAM 03 1 2 Y12 6270 mm 2 12 37 100 mm 6200 mm 0 mm 0 mm
BEAM 03 1 2 Y12 6070 mm 2 13 37 100 mm 6000 mm 0 mm 0 mm
BEAM 03 1 2 Y12 6270 mm 2 14 37 100 mm 6200 mm 0 mm 0 mm
BEAM 04 1 18 R10 1230 mm 18 15 60 220 mm 370 mm 0 mm 0 mm
BEAM 04 1 2 Y12 5510 mm 2 16 38 100 mm 5380 mm 100 mm 0 mm
BEAM 04 1 2 Y12 5510 mm 2 17 38 100 mm 5380 mm 100 mm 0 mm
BEAM 05 1 20 R10 1360 mm 20 18 60 220 mm 430 mm 0 mm 0 mm
BEAM 05 1 2 Y12 4880 mm 2 19 38 100 mm 4740 mm 100 mm 0 mm
BEAM 05 1 2 Y12 4880 mm 2 20 38 100 mm 4740 mm 100 mm 0 mm
BEAM 06 1 30 R10 1360 mm 30 21 60 220 mm 430 mm 0 mm 0 mm
BEAM 06 1 2 Y12 7200 mm 2 22 38 100 mm 7060 mm 100 mm 0 mm
BEAM 06 1 2 Y12 7370 mm 2 23 38 100 mm 7230 mm 100 mm 0 mm
BEAM 07 2 43 R10 1360 mm 86 24 60 220 mm 430 mm 0 mm 0 mm
BEAM 07 2 2 Y12 6070 mm 4 25 37 6000 mm 100 mm 0 mm 0 mm
BEAM 07 2 2 Y12 4960 mm 4 26 37 4890 mm 100 mm 0 mm 0 mm
BEAM 07 2 2 Y12 6070 mm 4 27 37 6000 mm 100 mm 0 mm 0 mm
BEAM 07 2 2 Y12 5000 mm 4 28 37 4930 mm 100 mm 0 mm 0 mm
BEAM 08 1 42 R10 1230 mm 42 29 60 220 mm 370 mm 0 mm 0 mm
BEAM 08 1 2 Y12 6610 mm 2 30 37 6540 mm 100 mm 0 mm 0 mm
BEAM 08 1 2 Y12 4760 mm 2 31 37 4690 mm 100 mm 0 mm 0 mm
BEAM 08 1 2 Y12 6610 mm 2 32 37 6540 mm 100 mm 0 mm 0 mm
BEAM 08 1 2 Y12 4760 mm 2 33 37 4690 mm 100 mm 0 mm 0 mm
BEAM 09 2 12 R10 1230 mm 24 34 60 220 mm 370 mm 0 mm 0 mm
BEAM 09 2 2 Y12 3250 mm 4 35 38 100 mm 3110 mm 100 mm 0 mm
BEAM 09 2 3 Y12 3250 mm 6 36 38 100 mm 3110 mm 100 mm 0 mm
BEAM 10 6 16 R10 1360 mm 96 37 60 220 mm 430 mm 0 mm 0 mm
BEAM 10 6 2 Y12 4410 mm 12 38 38 100 mm 4270 mm 100 mm 0 mm
BEAM 10 6 3 Y12 4500 mm 18 39 38 100 mm 4360 mm 100 mm 0 mm
BEAM 11 6 6 R10 1230 mm 36 40 60 370 mm 220 mm 0 mm 0 mm
BEAM 11 6 2 Y12 1560 mm 12 41 38 100 mm 1420 mm 100 mm 0 mm
BEAM 11 6 3 Y12 1560 mm 18 42 38 100 mm 1420 mm 100 mm 0 mm
BEAM 12 2 9 R10 1360 mm 18 43 60 430 mm 220 mm 0 mm 0 mm
BEAM 12 2 8 R10 1360 mm 16 44 60 430 mm 220 mm 0 mm 0 mm
BEAM 12 2 6 R10 1360 mm 12 45 60 430 mm 220 mm 0 mm 0 mm
BEAM 12 2 2 Y12 5810 mm 4 46 38 100 mm 5670 mm 100 mm 0 mm
BEAM 12 2 3 Y12 5810 mm 6 47 38 100 mm 5670 mm 100 mm 0 mm
BEAM 13 1 14 R10 1360 mm 14 48 60 220 mm 430 mm 0 mm 0 mm
BEAM 13 1 2 Y12 3760 mm 2 49 38 100 mm 3620 mm 100 mm 0 mm
BEAM 13 1 2 Y12 3760 mm 2 50 38 100 mm 3620 mm 100 mm 0 mm
BEAM 14 1 9 R10 1360 mm 9 51 60 220 mm 430 mm 0 mm 0 mm
BEAM 14 1 2 Y12 2650 mm 2 52 38 100 mm 2510 mm 100 mm 0 mm
BEAM 14 1 2 Y12 2650 mm 2 53 38 100 mm 2510 mm 100 mm 0 mm
SECTION D-DSCALE 1 : 30
SECTION E-ESCALE 1 : 30
SECTION F-FSCALE 1 : 30
SECTION G-GSCALE 1 : 30
PERSPECTIVE
BEAM 09
BEAM 09
BEAM 02
BEAM 02
BEAM 01
BEAM 10
BEAM 10
BEAM 10
BEAM 10
BEAM 10
BEAM 10
BEAM 03
BEAM 04
BEAM 05
BEAM 06
BEAM 07
BEAM 07
BEAM 08
BEAM 01
BEAM 11
BEAM 11
BEAM 11
BEAM 11
BEAM 11
BEAM 11
BEAM 12
BEAM 12
SECTION H-HSCALE 1 : 30
BEAM 13
BEAM 14
A
AO - WTH01
A
AO - WTH01
B
AO - WTH01
B
AO - WTH01
10
0m
m T
HK
A
PR
ON
SLA
B
10
0m
m T
HK
A
PR
ON
SLA
B
100mm THK APRON SLAB
100mm THK APRON SLAB
5 %
MIN
5 %
MIN
5 % MIN5 % MIN
IJ IJ
IJ
IJ
150mm
THK 25MPa R
C SLAB R
EINFORCED
NOTE:
APRON SLABS TO BE CAST IN ALTERNATE PANELS NOT EXCEEDING 2 METRES IN LENGTH. ALL JOINTS BETWEEN APRON SLAB PANELS AND BETWEEN APRON SLABS AND THE RAFT SLAB ARE TO BE 10MM JONTS WITH 10MM THICK BITUMEN IMPREGNATED SOFTBOARD SEALED WITH POLYURETHANE JOINT SEALANT. 2400MM PANELS WITH 10MM SOFTBOARD JOINTS WITH POLYURETHANE JOINT SEALANT.
FFL
0
250 MICRON USB GREEN DPM
1000300506030051403001000
150
350
500
RIP & RECOMPACT 200mm IN-SITU LAYER TO 93% MOD AASHTO
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER WITH POLYURETHANE JOINT SEALANT
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER WITH POLYURETHANE JOINT SEALANT
FFL
0
1000 300 3340 300 3360 300 1000
350
150
500
250 MICRON USB GREEN DPMRIP & RECOMPACT 200mm IN-SITU LAYER TO 93% MOD AASHTO
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER WITH POLYURETHANE JOINT SEALANT
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER WITH POLYURETHANE JOINT SEALANT
A
AO - WTH01
A
AO - WTH01
B
AO - WTH01
B
AO - WTH01
300 x 500 DEEP CONCRETE BEAM
300 x 500 DEEP CONCRETE BEAM
300 x
500 D
EE
P C
ON
CR
ET
E B
EA
M
300 x
500 D
EE
P C
ON
CR
ET
E B
EA
M
300 x
500 D
EE
P C
ON
CR
ET
E B
EA
M
300 x 500 DEEP CONCRETE BEAM300 x 500 DEEP CONCRETE BEAM
300
3360
300
3340
300
7600
300 5140 300 5060 300
11100
1. THE COPYRIGHT OF THIS DRAWING IS VESTED IN CIVPRO AND IT MAY NOT BE REPRODUCED IN WHOLE OR PART OR USED FOR THE MANUFACTURE OF ANY ARTICLE WITHOUT THE EXPRESS PERMISSION OF THE COPYRIGHT HOLDERS.
2. THESE NOTES ARE READ IN CONJUNCTION WITH THE SPECIFICATIONS. THE NOTES TAKE PRECEDENCE SHOULD A DISCREPANCY ARISE WHICH IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
3. ALL DIMENSIONS AND SETTING OUT INFORMATION ARE CHECKED PRIOR TO THE COMMENCEMENT OF THE SETTING OUT OF THE WORKS.
4. ALL LEVELS ARE ABOVE MEAN SEA LEVEL (AMSL).
5. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE ARCHITECT'S DRAWING AND ALL DIMENSIONS VERIFIED.
6. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL BUILDING REGULATIONS AND THE REGULATIONS AS SET OUT BY THE NHBRC.
7. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE LATEST EDITION OF THE OCCUPATIONAL HEALTH AND SAFETY ACT AND THE CONSTRUCTION REGULATIONS.
8. SUBCONTRACTING OF ANY PORTION OF THE WORKS DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES AND LIABILITIES IN TERMS OF THE CONTRACT AND THE REGULATIONS NOTED IN 6.
9. ALL QUANTITIES ARE TO BE MEASURED IN ACCORDANCE WITH SANS 1200.
10. ALL WET SERVICES ARE TO HAVE FLEXIBLE JOINTS AGAINST THE BUILDING.
11. STORMWATER IS TO BE ADEQUATELY ROUTED AWAY FROM THE STRUCTURE.
12. PONDING OF WATER DURING AND AFTER CONSTRUCTION IS NOT BE PERMITTED.
GENERAL NOTES:
NZ
06/11/2019
NZ
KW
RevisionRev DateAuthby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale : As Noted
ADMINISTRATION OFFICE
Title
Approved
Date
KASERNE TAXI HOLDING FACILITY
FOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318
Fax: +27 86 633 4995
Cell: +27 82 577 1299
eMail: [email protected]
Client
04 STR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
ADA06 AO - WTH01
REV DATE DESCRIPTION
A 06-11-2019 KWTENDER DRAWINGS
1. All reinforcement to be checked and approved by the engineer before any concrete is cast.
2. Lap lengths to reinforcing to be min. 45 x smaller diameter, unless otherwise noted.
3. Reinforcing yield strength:High tensile 'y' .................................................. 450 MPaMild steel 'r' ...................................................... 250 MPaWelded steel wire mesh .................................... 485 MPa
FOUNDATIONS1. EXCAVATIONS FOR FOUNDATIONS TO BE APPROVED BY THE ENGINEER AND GEOTECHNICAL ENGINEER PRIOR TO THE CONCRETE BEING CAST THEREFORE FOUNDING LEVELS ARE SUBJECT TO CHANGE.
2. ALL FOUNDATIONS TO BE BUILT ON FIRM IN-SITU SOIL (NOT ON FILL).
3. FOUNDING CONDITIONS AS RECOMMENDED IN THE GEOTECHNICAL REPORT BY THE GEOTECHNICAL ENGINEER.
CONCRETE4. CONCRETE CHARACTERISTIC 28-DAY STRENGTH:
BLINDING ....................................................................... 15 MPaFOUNDATIONS ................................................................. 30 MPaCOLUMNS ......................................................................30 MPaSUSPENDED SLABS & BEAMS ....................................... 30 MPaGROUND SLABS .............................................................. 25 MPa
5. MINIMUM CONCRETE AGGREGATE SIZE ............................ 19mm
6. ALL CONCRETE TO BE PROPERLY CURED BY KEEPING SURFACES CONTINUOUSLY DAMP FOR AT LEAST 5 DAYS AFTER CASTING.
7. ALL CONCRETE WORK MUST CONFORM WITH THE SPECIFICATIONS OF SANS 10100-2 AND SANS 2001-CC1.
8. A SET OF THREE (3) TEST CUBES SHALL BE MADE FOR EVERY 50M³ OR PORTION THEREOF FOR EVERY GRADE OF CONCRETE CAST ON A PARTICULAR DAY. CUBES SHALL BE CURED IN ACCORDANCE WITH THE SANS SPECIFICATIONS AND TESTED ON THE REQUISITE DAYS BY AN APPROVED TESTING LABORATORY AS APPROVED BY THE ENGINEER. TEST RESULTS TO BE TIMEOUSLY SUBMITTED TO ENGINEER FOR APPROVAL.
9. NO CONCRETE SHALL BE CAST WITHOUT THE ENGINEER HAVING INSPECTED THE REINFORCING. CONCRETE SHALL BE CAST ON WRITTEN APPROVAL OF THE ENGINEER.
10. BREAKS IN CONCRETE AND CONSTRUCTION JOINTS ARE ONLY TO BE MADE WITH THE APPROVAL OF THE ENGINEER.
11. THE USE OF KICKERS FOR WALL AND COLUMN CONSTRUCTION IS NOT PERMITTED.
12. SHOULD THERE BE A BREAK IN EXCESS OF 45MINS. AT ANY STAGE DURING A CONCRETE POUR, THE ENGINEER IS IMMEDIATELY NOTIFIED THEREOF.
13. CONCRETE SLABS ARE NOT TO BE USED FOR THE STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
14. MINIMUM COVER TO REINFORCING:FOUNDATIONS .................................................................... 50mmCOLUMNS .......................................................................... 30mmSUSPENDED SLABS & BEAMS .......................................... 20mmWALLS, RETAINING WALLS ................................................. 40mm
15. ONLY CONCRETE COVER BLOCKS APPROVED BY THE ENGINEER ARE TO BE USED TO MAINTAIN THE REQUIRED COVER TO REINFORCEMENT. THE CONTRACTOR TAKES PARTICULAR CARE TO ENSURE THAT THE SPECIFIED COVER TO ALL REINFORCEMENT IS IATTAINED THROUGHOUT BEFORE THE ENGINEER IS CALLED TO SITE.
CONCRETE NOTES:
REINFORCEMENT
ISSUED FOR TENDER
PURPOSES ONLY
NZ
GROUND PLANSCALE 1 : 50
ELEVATION A-ASCALE 1 : 50
ELEVATION C-CSCALE 1 : 50
SECTIONAL VIEW
RAFT SLAB BEAM LAYOUTSCALE 1 : 50
A
AO - WTH02
A
AO - WTH02
B
AO - WTH02
B
AO - WTH02
150mm
THK 25MPa C
ONCRETE RC S
LAB WIT
H MESH R
EF. 245 T
OP & B
OTTOM
100m
m T
HK
25M
Pa C
ON
CR
ET
E R
C S
LA
B W
ITH
ME
SH
RE
F.
100
100mm THK 25MPa CONCRETE RC SLAB WITH MESH REF. 100
100m
m T
HK
25M
Pa C
ON
CR
ET
E R
C S
LA
B W
ITH
ME
SH
RE
F. 1
00
100mm THK 25MPa CONCRETE RC SLAB WITH MESH REF. 100
1000 11100 1000
13100
1000
7600
1000
9600
4
AO - WTH02
4
AO - WTH02
15 -R10 @250 mm -01
2 x Y12 -08
3 x Y12 -06
30
40
40 4015 -R10 @250 mm -01
2 x Y12 -08
3 x Y12 -06
30
40
40 4015 -R10 @250 mm -01
2 x Y12 -08
3 x Y12 -06
30
40
40 40
46 -R10 @250 mm -01
40
40
2 x Y12 -03
2 x Y12 -02 46 -R10 @250 mm -01
2 x Y12 -03
2 x Y12 -02
46 -R10 @250 mm -01
30
2 x Y12 -03
2 x Y12 -02
40
30
15 -R10 @250 mm -0115 -R10 @250 mm -01
2 -Y12 -08
3 -Y12 -06
2 -Y12 -09
3 -Y12 -07
40
A
AO - WTH02
A
AO - WTH02
B
AO - WTH02
B
AO - WTH02
BE
AM
02
BE
AM
02
BE
AM
02
BEAM 01
BEAM 01
BEAM 01
BE
AM
02
BE
AM
02
BE
AM
02
46 -R10 @250 mm -01
46 -R10 @250 mm -01
46 -R10 @250 mm -01
15 -
R10 @
250 m
m -
01
15 -
R10 @
250 m
m -
01
15 -
R10 @
250 m
m -
01
15 -
R10 @
250 m
m -
01
15 -
R10 @
250 m
m -
01
15 -
R10 @
250 m
m -
01
4
AO - WTH02
4
AO - WTH02
2 -Y12 -08
3 -Y12 -06
2 -Y12 -08
3 -Y12 -06
2 -Y12 -08
3 -Y12 -06
2 -Y12 -03
2 -Y12 -02
2 -Y12 -05
2 -Y12 -04
2 -Y12 -09
3 -Y12 -07 2 -Y12 -09
3 -Y12 -072 -Y12 -09
3 -Y12 -07
2 -Y12 -03
2 -Y12 -02
2 -Y12 -03
2 -Y12 -02
2 -Y12 -05
2 -Y12 -04
2 -Y12 -05
2 -Y12 -04
46 -R10 @250 mm -01
2 -Y12 -032 -Y12 -05
2 -Y12 -042 -Y12 -02
46 -R10 @250 mm -01
2 -Y12 -032 -Y12 -05
2 -Y12 -042 -Y12 -02
46 -R10 @250 mm -01
2 -Y12 -032 -Y12 -05
2 -Y12 -042 -Y12 -02
1. THE COPYRIGHT OF THIS DRAWING IS VESTED IN CIVPRO AND IT MAY NOT BE REPRODUCED IN WHOLE OR PART OR USED FOR THE MANUFACTURE OF ANY ARTICLE WITHOUT THE EXPRESS PERMISSION OF THE COPYRIGHT HOLDERS.
2. THESE NOTES ARE READ IN CONJUNCTION WITH THE SPECIFICATIONS. THE NOTES TAKE PRECEDENCE SHOULD A DISCREPANCY ARISE WHICH IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
3. ALL DIMENSIONS AND SETTING OUT INFORMATION ARE CHECKED PRIOR TO THE COMMENCEMENT OF THE SETTING OUT OF THE WORKS.
4. ALL LEVELS ARE ABOVE MEAN SEA LEVEL (AMSL).
5. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE ARCHITECT'S DRAWING AND ALL DIMENSIONS VERIFIED.
6. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL BUILDING REGULATIONS AND THE REGULATIONS AS SET OUT BY THE NHBRC.
7. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE LATEST EDITION OF THE OCCUPATIONAL HEALTH AND SAFETY ACT AND THE CONSTRUCTION REGULATIONS.
8. SUBCONTRACTING OF ANY PORTION OF THE WORKS DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES AND LIABILITIES IN TERMS OF THE CONTRACT AND THE REGULATIONS NOTED IN 6.
9. ALL QUANTITIES ARE TO BE MEASURED IN ACCORDANCE WITH SANS 1200.
10. ALL WET SERVICES ARE TO HAVE FLEXIBLE JOINTS AGAINST THE BUILDING.
11. STORMWATER IS TO BE ADEQUATELY ROUTED AWAY FROM THE STRUCTURE.
12. PONDING OF WATER DURING AND AFTER CONSTRUCTION IS NOT BE PERMITTED.
GENERAL NOTES:
NZ
06/11/2019
NZ
KW
RevisionRev DateAuthby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale : As Noted
ADMINISTRATION OFFICE
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318
Fax: +27 86 633 4995
Cell: +27 82 577 1299
eMail: [email protected]
Client
04 STR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
ADA06 AO - WTH02
REV DATE DESCRIPTION
A 06/11/2019 KWTENDER DRAWING
1. All reinforcement to be checked and approved by the engineer before any concrete is cast.
2. Lap lengths to reinforcing to be min. 45 x smaller diameter, unless otherwise noted.
3. Reinforcing yield strength:High tensile 'y' .................................................. 450 MPaMild steel 'r' ...................................................... 250 MPaWelded steel wire mesh .................................... 485 MPa
FOUNDATIONS1. EXCAVATIONS FOR FOUNDATIONS TO BE APPROVED BY THE ENGINEER AND GEOTECHNICAL ENGINEER PRIOR TO THE CONCRETE BEING CAST THEREFORE FOUNDING LEVELS ARE SUBJECT TO CHANGE.
2. ALL FOUNDATIONS TO BE BUILT ON FIRM IN-SITU SOIL (NOT ON FILL).
3. FOUNDING CONDITIONS AS RECOMMENDED IN THE GEOTECHNICAL REPORT BY THE GEOTECHNICAL ENGINEER.
CONCRETE4. CONCRETE CHARACTERISTIC 28-DAY STRENGTH:
BLINDING ....................................................................... 15 MPaFOUNDATIONS ................................................................. 30 MPaCOLUMNS ......................................................................30 MPaSUSPENDED SLABS & BEAMS ....................................... 30 MPaGROUND SLABS .............................................................. 25 MPa
5. MINIMUM CONCRETE AGGREGATE SIZE ............................ 19mm
6. ALL CONCRETE TO BE PROPERLY CURED BY KEEPING SURFACES CONTINUOUSLY DAMP FOR AT LEAST 5 DAYS AFTER CASTING.
7. ALL CONCRETE WORK MUST CONFORM WITH THE SPECIFICATIONS OF SANS 10100-2 AND SANS 2001-CC1.
8. A SET OF THREE (3) TEST CUBES SHALL BE MADE FOR EVERY 50M³ OR PORTION THEREOF FOR EVERY GRADE OF CONCRETE CAST ON A PARTICULAR DAY. CUBES SHALL BE CURED IN ACCORDANCE WITH THE SANS SPECIFICATIONS AND TESTED ON THE REQUISITE DAYS BY AN APPROVED TESTING LABORATORY AS APPROVED BY THE ENGINEER. TEST RESULTS TO BE TIMEOUSLY SUBMITTED TO ENGINEER FOR APPROVAL.
9. NO CONCRETE SHALL BE CAST WITHOUT THE ENGINEER HAVING INSPECTED THE REINFORCING. CONCRETE SHALL BE CAST ON WRITTEN APPROVAL OF THE ENGINEER.
10. BREAKS IN CONCRETE AND CONSTRUCTION JOINTS ARE ONLY TO BE MADE WITH THE APPROVAL OF THE ENGINEER.
11. THE USE OF KICKERS FOR WALL AND COLUMN CONSTRUCTION IS NOT PERMITTED.
12. SHOULD THERE BE A BREAK IN EXCESS OF 45MINS. AT ANY STAGE DURING A CONCRETE POUR, THE ENGINEER IS IMMEDIATELY NOTIFIED THEREOF.
13. CONCRETE SLABS ARE NOT TO BE USED FOR THE STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
14. MINIMUM COVER TO REINFORCING:FOUNDATIONS .................................................................... 50mmCOLUMNS .......................................................................... 30mmSUSPENDED SLABS & BEAMS .......................................... 20mmWALLS, RETAINING WALLS ................................................. 40mm
15. ONLY CONCRETE COVER BLOCKS APPROVED BY THE ENGINEER ARE TO BE USED TO MAINTAIN THE REQUIRED COVER TO REINFORCEMENT. THE CONTRACTOR TAKES PARTICULAR CARE TO ENSURE THAT THE SPECIFIED COVER TO ALL REINFORCEMENT IS IATTAINED THROUGHOUT BEFORE THE ENGINEER IS CALLED TO SITE.
CONCRETE NOTES:
REINFORCEMENT
ISSUED FOR TENDER
PURPOSES ONLY
NZ
GROUND PLANSCALE 1 : 50
ELEVATION A-ASCALE 1 : 50
ELEVATION C-CSCALE 1 : 50
PERSPECTIVE
RAFT SLAB BEAM LAYOUTSCALE 1 : 50
Rebar Schedule
MemberNo.Of
BarsPer
Memb Dia LengthTotal
Number Mark S C A B C D
Beam 01 3 46 R10 1360 mm 138 01 60 220 mm 430 mm 0 mm 0 mm
Beam 01 3 2 Y12 3850 mm 6 02 37 100 mm 3780 mm 0 mm 0 mm
Beam 01 3 2 Y12 3850 mm 6 03 37 100 mm 3780 mm 0 mm 0 mm
Beam 01 3 2 Y12 7850 mm 6 04 37 100 mm 7780 mm 0 mm 0 mm
Beam 01 3 2 Y12 7850 mm 6 05 37 100 mm 7780 mm 0 mm 0 mm
Beam 02 6 15 R10 1360 mm 90 01 60 430 mm 220 mm 0 mm 0 mm
Beam 02 3 3 Y12 6070 mm 9 06 37 6000 mm 100 mm 0 mm 0 mm
Beam 02 3 3 Y12 2130 mm 9 07 37 100 mm 2060 mm 0 mm 0 mm
Beam 02 3 2 Y12 6080 mm 6 08 37 6000 mm 110 mm 0 mm 0 mm
Beam 02 3 2 Y12 2130 mm 6 09 37 100 mm 2060 mm 0 mm 0 mm
BEAM 01
BEAM 01
BEAM 01BEAM 02
BEAM 02
BEAM 02
ELEVATION B-BSCALE 1 : 50
1 2 3
4350 4350
A
B
3365
A
EA - WTH01
A
EA - WTH01
C
EA - WTH01
C
EA - WTH01
B1 B1 B1
B1B1B1
8700
B
EA - WTH01
B
EA - WTH01
FFL
0
Lintol Level
2125
1 2 3
4350 4350
IPE 160 IPE 160IPE 160
8700
2125
Wall Plate
280050x50x3L Bracing 50x50x3L Bracing
FFL
0
A B
3365
450 616 616 616 616 616 450C1EA -
WTH01
C2EA -
WTH01
IPE 160IPE 160
IPE 160
3055
3350
5° Wall Plate
280050x50x3L Bracing
A
290
PLT
10 300
325
300 150
5°
126
IPE160
IPE160
3055
50x50x3L
IPE160 190
300 10Wall Plate
2800
B150 300
290
317
PLT
10
82
IPE160
IPE160
5°
3350
325
190 IPE160
PLT
10 300
82
290
50
80
90
70
10
260
20
40
Wall Plate
2800
40
82
290
50
80
90
70
10
260
20
30 60 30
120
100
100 2
00
200x120x10 THK PLT2 x D16 8.8 HD Bolts5mm Cont. Fillet WeldIPE160
120
10 P
LT
30
30 P
LT
10
200
1 2 3
A
B
4350 4350
8700
3365
L50X50X3
L50X50X3
LC100X50X20X3.0
LC100X50X20X3.0
LC100X50X20X3.0
LC100X50X20X3.0
LC100X50X20X3.0
LC100X50X20X3.0
IBR ROOF SHEETING
LC100X50X20X3.0
FFL
0
Lintol Level
2125
1 2 3
4350 4350
8700
2125
Wall Plate
280050x50x3L Bracing 50x50x3L Bracing
82
40
190
50
80
60
10
20
20
82
40
190
50
80
60
10
20
20
Wall Plate
2800
1. The copyright of this drawing is vested in CIVPRO and it may not be reproduced in whole or part or used for the manufacture of any article without the express permission of the copyright holders.
2. These notes are read in conjunction with the specifications. The notes take precedence should a discrepancy arise which is to be brought to the attention of the Engineer.
3. All dimensions and setting out information are checked prior to the commencement of the setting out of the works. Written dimensions take precedence over scaled dimensions. No scaling of dimensions is permitted.
4. All levels are Above Mean Sea Level (AMSL).
5. This drawing is to be read in conjunction with the architect's drawing and all dimensions verified.
6. All work to be carried out in accordance with the National Building Regulations and the regulations as set out by the NHBRC.
7. All work is to be carried out in accordance with the latest edition of the Occupational Health and Safety Act and the Construction Regulations.
8. Subcontracting of any portion of the works does not relieve the Contractor of his responsibilities and liabilities in terms of the contract and the regulations noted in 6.
9. All quantities are to be measured in accordance with SANS 1200.
1. All structural steelwork design, fabrication, surface preparation, painting etc. shall conform to the project specification, SANS 10162, SANS 2001- CS.
2. Structural steelwork to be Grade S355JR in accordance with SANS 10025.
3. All welds shall be 5mm continuous fillet welds unless otherwise noted.
4. All welds shall be shop welded.
5. All holes shall be 22 Dia. For 20 Dia. Black bolts unless otherwise noted . Holes for fasteners shall not be more than 2mm greater than the diameter of the fastener of diameter up to 24mm and not more than 3mm greater for fasteners of diameter over 24mm.
6. Holes for fasteners and distances between holes and edges shall comply with the relevant requirements of SANS 10162 or as detailed on the Drawings.
7. Holes for fasteners shall be drilled. Holes including backmarks and gauges for fasteners, pins and holding bolts shall not be formed by flame cutting.
8. All burrs shall be removed from holes before assembly.
9. All bolts and nuts (other than friction grip) shall be hexagonal headed and shall comply with SANS 1700 or SANS 1143 as applicable.
10. All beam and bracing connections shall have a minimum of 2 No. M12 Gr 4.8 bolts unless otherwise noted.
11. Beam end plates shall have a minimum thickness of 10mm.
12. All gusset plates shall be 8 mm thick unless otherwise noted.
13. All connections shall be full strength to SAISC and AWS D1.1. No eccentric connections are allowed.
14. Cold rolled sections shall have a minimum guaranteed yield stress of 250 MPa.
15. All packers used for adjustment shall be from laminated off-cuts and used only where required.
16. All shop detail drawings shall be submitted to the Engineer for review and approval at a minimum of two weeks prior to the commencement of any fabrication takes place.
10. Surface preparation shall be to ISO 8501-1 Sa 2½. Weld seams, burned and rusty areas blast-cleaned to ISO 8501-1 Sa 2½.
11. All steelwork shall be coated with red oxide paint prior to delivery to Site. Subsequent paint coating to Architect's specfications.
GENERAL NOTES:
NZ
06/11/2019
NZ
KW
RevisionRev DateAuthby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale : As Noted
FOOD STALL SEATING AREA
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318
Fax: +27 86 633 4995
Cell: +27 82 577 1299
eMail: [email protected]
Client
04 STR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
ADA06 EA - WTH01
REV DATE DESCRIPTION
A 06-11-2019 KWTENDER DRAWING
STRUCTURAL STEEL NOTES:
NZ
ISSUED FOR TENDER PURPOSES ONLY
ROOF PLANSCALE 1 : 50
GROUND PLANSCALE 1 : 50
ELEVATION A-ASCALE 1 : 50
ELEVATION C-CSCALE 1 : 50
B1 BASE PLT DETAILSCALE 1 : 10
C1 RAFTER DETAILSCALE 1 : 10
PERSPECTIVE
C2 RAFTER DETAILSCALE 1 : 10
ELEVATION B-BSCALE 1 : 50
1 2 4
90 4350 4350 90
A
B
130
3365
130
A
EA - WTH02
A
EA - WTH02
B
EA - WTH02
B
EA - WTH02
1000 8880 1000
1000
3625
1000
150mm THK 25MPa RC SLAB REINFORCED
5 %
MIN100mm THK
APRON SLAB
IJ
100mm THK APRON SLAB
IJ
10
0m
m T
HK
A
PR
ON
SLA
B
IJ
10
0m
m T
HK
A
PR
ON
SLA
B
IJ
5 %
MIN
5 % MIN 5 % MIN
NOTE:
APRON SLABS TO BE CAST IN ALTERNATE PANELS NOT EXCEEDING 2 METRES IN LENGTH. ALL JOINTS BETWEEN APRON SLAB PANELS AND BETWEEN APRON SLABS AND THE RAFT SLAB ARE TO BE 10MM JONTS WITH 10MM THICK BITUMEN IMPREGNATED SOFTBOARD SEALED WITH POLYURETHANE JOINT SEALANT. 2400MM PANELS WITH 10MM SOFTBOARD JOINTS WITH POLYURETHANE JOINT SEALANT.
FFL
0
1 2 4
90 4350 4350 90
1000 8880 1000
30039903003990300
150
350
500
250 MICRON USB GREEN DPMRIP & RECOMPACT 200mm IN-SITU LAYER TO 93% MOD AASHTO
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER WITH
POLYURETHANE JOINT SEALANT
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER WITH POLYURETHANE JOINT SEALANT
FFL
0
A B
1000 3625 1000
130 3365 130
300 3025 300
350
150
500
250 MICRON USB GREEN DPMRIP & RECOMPACT 200mm IN-SITU LAYER TO 93% MOD AASHTO
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER
WITH POLYURETHANE JOINT SEALANT
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER WITH POLYURETHANE JOINT SEALANT
1 2 4
A
B
A
EA - WTH02
A
EA - WTH02
B
EA - WTH02
B
EA - WTH02
300 3990 300 3990 300
8880
300
3025
300
3625
90 4350 4350 90
8880
130
3365
130
3625
300 x 500 DEEP CONCRETE BEAM
300 x 500 DEEP CONCRETE BEAM300 x
500 D
EE
P C
ON
CR
ET
E B
EA
M
300 x
500 D
EE
P C
ON
CR
ET
E B
EA
M
300 x
500 D
EE
P C
ON
CR
ET
E B
EA
M
1. THE COPYRIGHT OF THIS DRAWING IS VESTED IN CIVPRO AND IT MAY NOT BE REPRODUCED IN WHOLE OR PART OR USED FOR THE MANUFACTURE OF ANY ARTICLE WITHOUT THE EXPRESS PERMISSION OF THE COPYRIGHT HOLDERS.
2. THESE NOTES ARE READ IN CONJUNCTION WITH THE SPECIFICATIONS. THE NOTES TAKE PRECEDENCE SHOULD A DISCREPANCY ARISE WHICH IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
3. ALL DIMENSIONS AND SETTING OUT INFORMATION ARE CHECKED PRIOR TO THE COMMENCEMENT OF THE SETTING OUT OF THE WORKS.
4. ALL LEVELS ARE ABOVE MEAN SEA LEVEL (AMSL).
5. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE ARCHITECT'S DRAWING AND ALL DIMENSIONS VERIFIED.
6. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL BUILDING REGULATIONS AND THE REGULATIONS AS SET OUT BY THE NHBRC.
7. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE LATEST EDITION OF THE OCCUPATIONAL HEALTH AND SAFETY ACT AND THE CONSTRUCTION REGULATIONS.
8. SUBCONTRACTING OF ANY PORTION OF THE WORKS DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES AND LIABILITIES IN TERMS OF THE CONTRACT AND THE REGULATIONS NOTED IN 6.
9. ALL QUANTITIES ARE TO BE MEASURED IN ACCORDANCE WITH SANS 1200.
10. ALL WET SERVICES ARE TO HAVE FLEXIBLE JOINTS AGAINST THE BUILDING.
11. STORMWATER IS TO BE ADEQUATELY ROUTED AWAY FROM THE STRUCTURE.
12. PONDING OF WATER DURING AND AFTER CONSTRUCTION IS NOT BE PERMITTED.
GENERAL NOTES:
NZ
06/11/2019
NZ
KW
RevisionRev DateAuthby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale : As Noted
FOOD STALL SEATING AREA
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318
Fax: +27 86 633 4995
Cell: +27 82 577 1299
eMail: [email protected]
Client
04 STR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
ADA06 EA - WTH02
REV DATE DESCRIPTION
A 06/11/2019 KWTENDER DRAWING
1. All reinforcement to be checked and approved by the engineer before any concrete is cast.
2. Lap lengths to reinforcing to be min. 45 x smaller diameter, unless otherwise noted.
3. Reinforcing yield strength:High tensile 'y' .................................................. 450 MPaMild steel 'r' ...................................................... 250 MPaWelded steel wire mesh .................................... 485 MPa
FOUNDATIONS1. EXCAVATIONS FOR FOUNDATIONS TO BE APPROVED BY THE ENGINEER AND GEOTECHNICAL ENGINEER PRIOR TO THE CONCRETE BEING CAST THEREFORE FOUNDING LEVELS ARE SUBJECT TO CHANGE.
2. ALL FOUNDATIONS TO BE BUILT ON FIRM IN-SITU SOIL (NOT ON FILL).
3. FOUNDING CONDITIONS AS RECOMMENDED IN THE GEOTECHNICAL REPORT BY THE GEOTECHNICAL ENGINEER.
CONCRETE4. CONCRETE CHARACTERISTIC 28-DAY STRENGTH:
BLINDING ....................................................................... 15 MPaFOUNDATIONS ................................................................. 30 MPaCOLUMNS ......................................................................30 MPaSUSPENDED SLABS & BEAMS ....................................... 30 MPaGROUND SLABS .............................................................. 25 MPa
5. MINIMUM CONCRETE AGGREGATE SIZE ............................ 19mm
6. ALL CONCRETE TO BE PROPERLY CURED BY KEEPING SURFACES CONTINUOUSLY DAMP FOR AT LEAST 5 DAYS AFTER CASTING.
7. ALL CONCRETE WORK MUST CONFORM WITH THE SPECIFICATIONS OF SANS 10100-2 AND SANS 2001-CC1.
8. A SET OF THREE (3) TEST CUBES SHALL BE MADE FOR EVERY 50M³ OR PORTION THEREOF FOR EVERY GRADE OF CONCRETE CAST ON A PARTICULAR DAY. CUBES SHALL BE CURED IN ACCORDANCE WITH THE SANS SPECIFICATIONS AND TESTED ON THE REQUISITE DAYS BY AN APPROVED TESTING LABORATORY AS APPROVED BY THE ENGINEER. TEST RESULTS TO BE TIMEOUSLY SUBMITTED TO ENGINEER FOR APPROVAL.
9. NO CONCRETE SHALL BE CAST WITHOUT THE ENGINEER HAVING INSPECTED THE REINFORCING. CONCRETE SHALL BE CAST ON WRITTEN APPROVAL OF THE ENGINEER.
10. BREAKS IN CONCRETE AND CONSTRUCTION JOINTS ARE ONLY TO BE MADE WITH THE APPROVAL OF THE ENGINEER.
11. THE USE OF KICKERS FOR WALL AND COLUMN CONSTRUCTION IS NOT PERMITTED.
12. SHOULD THERE BE A BREAK IN EXCESS OF 45MINS. AT ANY STAGE DURING A CONCRETE POUR, THE ENGINEER IS IMMEDIATELY NOTIFIED THEREOF.
13. CONCRETE SLABS ARE NOT TO BE USED FOR THE STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
14. MINIMUM COVER TO REINFORCING:FOUNDATIONS .................................................................... 50mmCOLUMNS .......................................................................... 30mmSUSPENDED SLABS & BEAMS .......................................... 20mmWALLS, RETAINING WALLS ................................................. 40mm
15. ONLY CONCRETE COVER BLOCKS APPROVED BY THE ENGINEER ARE TO BE USED TO MAINTAIN THE REQUIRED COVER TO REINFORCEMENT. THE CONTRACTOR TAKES PARTICULAR CARE TO ENSURE THAT THE SPECIFIED COVER TO ALL REINFORCEMENT IS IATTAINED THROUGHOUT BEFORE THE ENGINEER IS CALLED TO SITE.
CONCRETE NOTES:
REINFORCEMENT
NZ
ISSUED FOR TENDER PURPOSES ONLY
GROUND PLANSCALE 1 : 50
ELEVATION A-ASCALE 1 : 50
ELEVATION C-CSCALE 1 : 50
SECTIONAL VIEW
RAFT SLAB BEAM LAYOUTSCALE 1 : 50
1 2
90 4350 4350 150
A
B
3
3365
150mm THK 25MPa CONCRETE RC SLAB WITH MESH REF. 245 TOP & BOTTOM
100mm THK 25MPa CONCRETE RC SLAB WITH MESH REF. 100
100mm THK 25MPa CONCRETE RC SLAB WITH MESH REF. 100
100m
m T
HK
25M
Pa C
ON
CR
ET
E R
C S
LA
B W
ITH
ME
SH
RE
F. 100
100m
m T
HK
25M
Pa C
ON
CR
ET
E R
C S
LA
B W
ITH
ME
SH
RE
F. 100
1000
3625
1000
5625
1000 8940 1000
10940
1 2 3
D
EA - WTH03
D
EA - WTH03
14 -R10 @250 mm -01 14 -R10 @250 mm -01
3 x Y12 -06
2 x Y12 -07
3 x Y12 -06
2 x Y12 -07
3 x Y12 -06
2 x Y12 -07
14 -R10 @250 mm -01
30
4040
30
40
40
40
30
40
40 40
A B
37 -R10 @250 mm -0137 -R10 @250 mm -01
2 x Y12 -02
30
40
40
30
40
40
14 -R10 @250 mm -01
2 x Y12 -04 2 x Y12 -04
2 x Y12 -02
2 -Y12 -07
3 -Y12 -06
1 2
A
B
A
EA - WTH03
A
EA - WTH03
C
EA - WTH03
C
EA - WTH03
4350 4350
3365
3
37 -R10 @250 mm -01
37 -R10 @250 mm -01
D
EA - WTH03
D
EA - WTH03
B
EA - WTH03
B
EA - WTH03
Beam 01
Beam 01
Be
am
02
Be
am
02
Be
am
02
14 -
R10 @
250 m
m -
01
14 -
R10 @
250 m
m -
01
14 -
R10 @
250 m
m -
01
2 -Y12 -07T
3 -Y12 -06B
2 -Y12 -07T
3 -Y12 -06B
2 -Y12 -07T
3 -Y12 -06B
2 -Y12 -04T
2 -Y12 -02B
2 -Y12 -05T
2 -Y12 -03B
2 -Y12 -04T
2 -Y12 -02B
2 -Y12 -05T
2 -Y12 -03B
A B
37 -R10 @250 mm -0137 -R10 @250 mm -01
30
40
4040
30
40
4040
2 x Y12 -05
2 x Y12 -03
2 x Y12 -05
2 x Y12 -03
1 2C
EA - WTH03
C
EA - WTH03
3D
EA - WTH03
D
EA - WTH03
37 -R10 @250 mm -01
30
40
40
30
40
40
2 x Y12 -07 2 x Y12 -07 2 x Y12 -07
3 x Y12 -06 3 x Y12 -06 3 x Y12 -06
2 -Y12 -04
2 -Y12 -02
2 -Y12 -05
2 -Y12 -0314 -R10 @250 mm -01 14 -R10 @250 mm -01 14 -R10 @250 mm -01
1. THE COPYRIGHT OF THIS DRAWING IS VESTED IN CIVPRO AND IT MAY NOT BE REPRODUCED IN WHOLE OR PART OR USED FOR THE MANUFACTURE OF ANY ARTICLE WITHOUT THE EXPRESS PERMISSION OF THE COPYRIGHT HOLDERS.
2. THESE NOTES ARE READ IN CONJUNCTION WITH THE SPECIFICATIONS. THE NOTES TAKE PRECEDENCE SHOULD A DISCREPANCY ARISE WHICH IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
3. ALL DIMENSIONS AND SETTING OUT INFORMATION ARE CHECKED PRIOR TO THE COMMENCEMENT OF THE SETTING OUT OF THE WORKS.
4. ALL LEVELS ARE ABOVE MEAN SEA LEVEL (AMSL).
5. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE ARCHITECT'S DRAWING AND ALL DIMENSIONS VERIFIED.
6. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL BUILDING REGULATIONS AND THE REGULATIONS AS SET OUT BY THE NHBRC.
7. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE LATEST EDITION OF THE OCCUPATIONAL HEALTH AND SAFETY ACT AND THE CONSTRUCTION REGULATIONS.
8. SUBCONTRACTING OF ANY PORTION OF THE WORKS DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES AND LIABILITIES IN TERMS OF THE CONTRACT AND THE REGULATIONS NOTED IN 6.
9. ALL QUANTITIES ARE TO BE MEASURED IN ACCORDANCE WITH SANS 1200.
10. ALL WET SERVICES ARE TO HAVE FLEXIBLE JOINTS AGAINST THE BUILDING.
11. STORMWATER IS TO BE ADEQUATELY ROUTED AWAY FROM THE STRUCTURE.
12. PONDING OF WATER DURING AND AFTER CONSTRUCTION IS NOT BE PERMITTED.
GENERAL NOTES:
NZ
06/11/2019
NZ
KW
RevisionRev DateAuthby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale : As Noted
FOOD STALL SEATING AREA
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318
Fax: +27 86 633 4995
Cell: +27 82 577 1299
eMail: [email protected]
Client
04 STR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
ADA06 EA - WTH03
REV DATE DESCRIPTION
A 06/11/2019 KWTENDER DRAWINGS
1. All reinforcement to be checked and approved by the engineer before any concrete is cast.
2. Lap lengths to reinforcing to be min. 45 x smaller diameter, unless otherwise noted.
3. Reinforcing yield strength:High tensile 'y' .................................................. 450 MPaMild steel 'r' ...................................................... 250 MPaWelded steel wire mesh .................................... 485 MPa
FOUNDATIONS1. EXCAVATIONS FOR FOUNDATIONS TO BE APPROVED BY THE ENGINEER AND GEOTECHNICAL ENGINEER PRIOR TO THE CONCRETE BEING CAST THEREFORE FOUNDING LEVELS ARE SUBJECT TO CHANGE.
2. ALL FOUNDATIONS TO BE BUILT ON FIRM IN-SITU SOIL (NOT ON FILL).
3. FOUNDING CONDITIONS AS RECOMMENDED IN THE GEOTECHNICAL REPORT BY THE GEOTECHNICAL ENGINEER.
CONCRETE4. CONCRETE CHARACTERISTIC 28-DAY STRENGTH:
BLINDING ....................................................................... 15 MPaFOUNDATIONS ................................................................. 30 MPaCOLUMNS ......................................................................30 MPaSUSPENDED SLABS & BEAMS ....................................... 30 MPaGROUND SLABS .............................................................. 25 MPa
5. MINIMUM CONCRETE AGGREGATE SIZE ............................ 19mm
6. ALL CONCRETE TO BE PROPERLY CURED BY KEEPING SURFACES CONTINUOUSLY DAMP FOR AT LEAST 5 DAYS AFTER CASTING.
7. ALL CONCRETE WORK MUST CONFORM WITH THE SPECIFICATIONS OF SANS 10100-2 AND SANS 2001-CC1.
8. A SET OF THREE (3) TEST CUBES SHALL BE MADE FOR EVERY 50M³ OR PORTION THEREOF FOR EVERY GRADE OF CONCRETE CAST ON A PARTICULAR DAY. CUBES SHALL BE CURED IN ACCORDANCE WITH THE SANS SPECIFICATIONS AND TESTED ON THE REQUISITE DAYS BY AN APPROVED TESTING LABORATORY AS APPROVED BY THE ENGINEER. TEST RESULTS TO BE TIMEOUSLY SUBMITTED TO ENGINEER FOR APPROVAL.
9. NO CONCRETE SHALL BE CAST WITHOUT THE ENGINEER HAVING INSPECTED THE REINFORCING. CONCRETE SHALL BE CAST ON WRITTEN APPROVAL OF THE ENGINEER.
10. BREAKS IN CONCRETE AND CONSTRUCTION JOINTS ARE ONLY TO BE MADE WITH THE APPROVAL OF THE ENGINEER.
11. THE USE OF KICKERS FOR WALL AND COLUMN CONSTRUCTION IS NOT PERMITTED.
12. SHOULD THERE BE A BREAK IN EXCESS OF 45MINS. AT ANY STAGE DURING A CONCRETE POUR, THE ENGINEER IS IMMEDIATELY NOTIFIED THEREOF.
13. CONCRETE SLABS ARE NOT TO BE USED FOR THE STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
14. MINIMUM COVER TO REINFORCING:FOUNDATIONS .................................................................... 50mmCOLUMNS .......................................................................... 30mmSUSPENDED SLABS & BEAMS .......................................... 20mmWALLS, RETAINING WALLS ................................................. 40mm
15. ONLY CONCRETE COVER BLOCKS APPROVED BY THE ENGINEER ARE TO BE USED TO MAINTAIN THE REQUIRED COVER TO REINFORCEMENT. THE CONTRACTOR TAKES PARTICULAR CARE TO ENSURE THAT THE SPECIFIED COVER TO ALL REINFORCEMENT IS IATTAINED THROUGHOUT BEFORE THE ENGINEER IS CALLED TO SITE.
CONCRETE NOTES:
REINFORCEMENT
NZ
ISSUED FOR TENDER PURPOSES ONLY
GROUND PLANSCALE 1 : 50
ELEVATION A-ASCALE 1 : 50
ELEVATION C-CSCALE 1 : 50
PERSPECTIVE
RAFT SLAB BEAM LAYOUT SCALE 1 : 50
ELEVATION D-DSCALE 1 : 50ELEVATION B-B
SCALE 1 : 50
Rebar Schedule
MemberNo.Of
BarsPer
Memb Dia LengthTotal
Number Mark S C A B C D
Beam 01 2 37 R10 1580 mm 74 01 60 220 mm 430 mm 0 mm 0 mm
Beam 01 2 2 Y12 3460 mm 4 02 37 100 mm 3390 mm 0 mm 0 mm
Beam 01 2 2 Y12 6070 mm 4 03 37 100 mm 6000 mm 0 mm 0 mm
Beam 01 2 2 Y12 3460 mm 4 04 37 100 mm 3390 mm 0 mm 0 mm
Beam 01 2 2 Y12 6070 mm 4 05 37 100 mm 6000 mm 0 mm 0 mm
Beam 02 3 14 R10 1580 mm 42 01 60 220 mm 430 mm 0 mm 0 mm
Beam 02 3 3 Y12 3660 mm 9 06 38 100 mm 3530 mm 100 mm 0 mm
Beam 02 3 2 Y12 3660 mm 6 07 38 100 mm 3530 mm 100 mm 0 mm
BEAM 01
BEAM 01
BEAM 02
BEAM 02
BEAM 02
1 2 3 4
2900 2900 2900
A
B
3365
A
VS - WTH01
A
VS - WTH01
C
VS - WTH01
C
VS - WTH01
B1 B1 B1 B1
B1B1B1B1
8700
B
VS - WTH01
B
VS - WTH01
FFL
0
Lintol Level
2125
1 2 3 4
2900 2900 2900
IPE 160 IPE 160 IPE 160 IPE 160
8700
636
636
2125
L50X50X3 L50X50X3 L50X50X3
L50X50X3 L50X50X3 L50X50X3
IPE 160IPE 160IPE 160
FFL
0
A B
450 616 616 616 616 616 450C1VS -
WTH01
C2VS -
WTH01
IPE 160IPE 160
IPE 160
3055
3350
5°
A
290
PLT
10 300
325
300 150
5°
126
IPE160
IPE160
3055
50x50x3L
IPE160 190
300 10
B150 300
290
317
PLT
10
82
IPE160
IPE160
5°
3350
325
190 IPE160
PLT
10 300
82
290
50
80
90
70
10
260
20
40
40
82
290
50
80
90
70
10
260
20
30 60 30
120
100
100 2
00
200x120x10 THK PLT2 x D16 8.8 HD Bolts5mm Cont. Fillet WeldIPE160
120
10 P
LT
30
30 P
LT
10
200
1 2 3 4
A
B
2900 2900 2900
8700
3365
L50X
50X3
L50X50X3
LC100X50X20X3.0
LC100X50X20X3.0
LC100X50X20X3.0
LC100X50X20X3.0
LC100X50X20X3.0
LC100X50X20X3.0
IBR ROOF SHEETING
LC100X50X20X3.0
FFL
0
Lintol Level
2125
1 2 3 4
L50X50X3
L50X50X3 L50X50X3
L50X50X3 L50X50X3L50X50X3
2900 2900 2900
8700
2125
950
L50X50X3 L50X50X3
82
40
190
50
80
60
10
20
20
82
40
190
50
80
60
10
20
20
1. The copyright of this drawing is vested in CIVPRO and it may not be reproduced in whole or part or used for the manufacture of any article without the express permission of the copyright holders.
2. These notes are read in conjunction with the specifications. The notes take precedence should a discrepancy arise which is to be brought to the attention of the Engineer.
3. All dimensions and setting out information are checked prior to the commencement of the setting out of the works. Written dimensions take precedence over scaled dimensions. No scaling of dimensions is permitted.
4. All levels are Above Mean Sea Level (AMSL).
5. This drawing is to be read in conjunction with the architect's drawing and all dimensions verified.
6. All work to be carried out in accordance with the National Building Regulations and the regulations as set out by the NHBRC.
7. All work is to be carried out in accordance with the latest edition of the Occupational Health and Safety Act and the Construction Regulations.
8. Subcontracting of any portion of the works does not relieve the Contractor of his responsibilities and liabilities in terms of the contract and the regulations noted in 6.
9. All quantities are to be measured in accordance with SANS 1200.
1. All structural steelwork design, fabrication, surface preparation, painting etc. shall conform to the project specification, SANS 10162, SANS 2001- CS.
2. Structural steelwork to be Grade S355JR in accordance with SANS 10025.
3. All welds shall be 5mm continuous fillet welds unless otherwise noted.
4. All welds shall be shop welded.
5. All holes shall be 22 Dia. For 20 Dia. Black bolts unless otherwise noted . Holes for fasteners shall not be more than 2mm greater than the diameter of the fastener of diameter up to 24mm and not more than 3mm greater for fasteners of diameter over 24mm.
6. Holes for fasteners and distances between holes and edges shall comply with the relevant requirements of SANS 10162 or as detailed on the Drawings.
7. Holes for fasteners shall be drilled. Holes including backmarks and gauges for fasteners, pins and holding bolts shall not be formed by flame cutting.
8. All burrs shall be removed from holes before assembly.
9. All bolts and nuts (other than friction grip) shall be hexagonal headed and shall comply with SANS 1700 or SANS 1143 as applicable.
10. All beam and bracing connections shall have a minimum of 2 No. M12 Gr 4.8 bolts unless otherwise noted.
11. Beam end plates shall have a minimum thickness of 10mm.
12. All gusset plates shall be 8 mm thick unless otherwise noted.
13. All connections shall be full strength to SAISC and AWS D1.1. No eccentric connections are allowed.
14. Cold rolled sections shall have a minimum guaranteed yield stress of 250 MPa.
15. All packers used for adjustment shall be from laminated off-cuts and used only where required.
16. All shop detail drawings shall be submitted to the Engineer for review and approval at a minimum of two weeks prior to the commencement of any fabrication takes place.
10. Surface preparation shall be to ISO 8501-1 Sa 2½. Weld seams, burned and rusty areas blast-cleaned to ISO 8501-1 Sa 2½.
11. All steelwork shall be coated with red oxide paint prior to delivery to Site. Subsequent paint coating to Architect's specfications.
GENERAL NOTES:
NZ
06/11/2019
NZ
KW
RevisionRev DateAuthby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale : As Noted
FOOD STALL TYPE A
Title
Approved
Date
KASERNE TAXI HOLDING FACILITY
FOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318
Fax: +27 86 633 4995
Cell: +27 82 577 1299
eMail: [email protected]
Client
04 STR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
ADA06 VS - WTH01
REV DATE DESCRIPTION
A 06/11/2019 KWTENDER DRAWINGS
STRUCTURAL STEEL NOTES:
NZ
ISSUED FOR TENDER PURPOSES ONLY
ROOF PLANSCALE 1 : 50
GROUND PLANSCALE 1 : 50
ELEVATION A-ASCALE 1 : 50
ELEVATION C-CSCALE 1 : 50
B1 BASE PLT DETAILSCALE 1 : 10
C1 RAFTER DETAILSCALE 1 : 10
PERSPECTIVE
C2 RAFTER DETAILSCALE 1 : 10
ELEVATION B-BSCALE 1 : 50
2 4
2900 2900 2900 90
B
130
3495
A
VS - WTH02
A
VS - WTH02
B
VS - WTH02
B
VS - WTH02
1000 8880 1000
1000
3625
1000
150mm THK 25MPa RC SLAB REINFORCED
3
10
0m
m T
HK
A
PR
ON
SLA
B
IJ
10
0m
m T
HK
A
PR
ON
SLA
B
IJ
100mm THK APRON SLAB
IJ
100mm THK APRON SLAB
IJ
5 %
MIN
5 %
MIN
5 % MIN5 % MIN
NOTE:
APRON SLABS TO BE CAST IN ALTERNATE PANELS NOT EXCEEDING 2 METRES IN LENGTH. ALL JOINTS BETWEEN APRON SLAB PANELS AND BETWEEN APRON SLABS AND THE RAFT SLAB ARE TO BE 10MM JONTS WITH 10MM THICK BITUMEN IMPREGNATED SOFTBOARD SEALED WITH POLYURETHANE JOINT SEALANT. 2400MM PANELS WITH 10MM SOFTBOARD JOINTS WITH POLYURETHANE JOINT SEALANT.
1
FFL
0
2 4
2990 2900 2900 90
1000 8880 1000
300254030026003002540300
150
350
500
3
250 MICRON USB GREEN DPMRIP & RECOMPACT 200mm IN-SITU LAYER TO 93% MOD AASHTO
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER
WITH POLYURETHANE JOINT SEALANT
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER WITH POLYURETHANE JOINT SEALANT
1
FFL
0
B
1000 3625 1000
3495 130
300 3025 300
350
150
500
250 MICRON USB GREEN DPMRIP & RECOMPACT 200mm IN-SITU LAYER TO 93% MOD AASHTO
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER
WITH POLYURETHANE JOINT SEALANT
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER WITH POLYURETHANE JOINT SEALANT
2 4
B
A
VS - WTH02
A
VS - WTH02
B
VS - WTH02
B
VS - WTH02
300 2540 300 2600 300 2540 300
8880
300
3025
300
3625
2990 2900 2900 90
8880130
3495
3625
3
300 x 500 Deep Concrete Beam
300 x 500 Deep Concrete Beam
300 x
500 D
eep C
oncre
te B
eam
300 x
500 D
eep C
oncre
te B
eam
300 x
500 D
eep C
oncre
te B
eam
300 x
500 D
eep C
oncre
te B
eam
1
1. THE COPYRIGHT OF THIS DRAWING IS VESTED IN CIVPRO AND IT MAY NOT BE REPRODUCED IN WHOLE OR PART OR USED FOR THE MANUFACTURE OF ANY ARTICLE WITHOUT THE EXPRESS PERMISSION OF THE COPYRIGHT HOLDERS.
2. THESE NOTES ARE READ IN CONJUNCTION WITH THE SPECIFICATIONS. THE NOTES TAKE PRECEDENCE SHOULD A DISCREPANCY ARISE WHICH IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
3. ALL DIMENSIONS AND SETTING OUT INFORMATION ARE CHECKED PRIOR TO THE COMMENCEMENT OF THE SETTING OUT OF THE WORKS.
4. ALL LEVELS ARE ABOVE MEAN SEA LEVEL (AMSL).
5. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE ARCHITECT'S DRAWING AND ALL DIMENSIONS VERIFIED.
6. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL BUILDING REGULATIONS AND THE REGULATIONS AS SET OUT BY THE NHBRC.
7. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE LATEST EDITION OF THE OCCUPATIONAL HEALTH AND SAFETY ACT AND THE CONSTRUCTION REGULATIONS.
8. SUBCONTRACTING OF ANY PORTION OF THE WORKS DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES AND LIABILITIES IN TERMS OF THE CONTRACT AND THE REGULATIONS NOTED IN 6.
9. ALL QUANTITIES ARE TO BE MEASURED IN ACCORDANCE WITH SANS 1200.
10. ALL WET SERVICES ARE TO HAVE FLEXIBLE JOINTS AGAINST THE BUILDING.
11. STORMWATER IS TO BE ADEQUATELY ROUTED AWAY FROM THE STRUCTURE.
12. PONDING OF WATER DURING AND AFTER CONSTRUCTION IS NOT BE PERMITTED.
GENERAL NOTES:
NZ
06/11/2019
NZ
KW
RevisionRev DateAuthby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale : As Noted
FOOD STALL TYPE A
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318
Fax: +27 86 633 4995
Cell: +27 82 577 1299
eMail: [email protected]
Client
04 STR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
ADA06 VS - WTH02
REV DATE DESCRIPTION
A 06/11/2019 KWTENDER DRAWINGS
1. All reinforcement to be checked and approved by the engineer before any concrete is cast.
2. Lap lengths to reinforcing to be min. 45 x smaller diameter, unless otherwise noted.
3. Reinforcing yield strength:High tensile 'y' .................................................. 450 MPaMild steel 'r' ...................................................... 250 MPaWelded steel wire mesh .................................... 485 MPa
FOUNDATIONS1. EXCAVATIONS FOR FOUNDATIONS TO BE APPROVED BY THE ENGINEER AND GEOTECHNICAL ENGINEER PRIOR TO THE CONCRETE BEING CAST THEREFORE FOUNDING LEVELS ARE SUBJECT TO CHANGE.
2. ALL FOUNDATIONS TO BE BUILT ON FIRM IN-SITU SOIL (NOT ON FILL).
3. FOUNDING CONDITIONS AS RECOMMENDED IN THE GEOTECHNICAL REPORT BY THE GEOTECHNICAL ENGINEER.
CONCRETE4. CONCRETE CHARACTERISTIC 28-DAY STRENGTH:
BLINDING ....................................................................... 15 MPaFOUNDATIONS ................................................................. 30 MPaCOLUMNS ......................................................................30 MPaSUSPENDED SLABS & BEAMS ....................................... 30 MPaGROUND SLABS .............................................................. 25 MPa
5. MINIMUM CONCRETE AGGREGATE SIZE ............................ 19mm
6. ALL CONCRETE TO BE PROPERLY CURED BY KEEPING SURFACES CONTINUOUSLY DAMP FOR AT LEAST 5 DAYS AFTER CASTING.
7. ALL CONCRETE WORK MUST CONFORM WITH THE SPECIFICATIONS OF SANS 10100-2 AND SANS 2001-CC1.
8. A SET OF THREE (3) TEST CUBES SHALL BE MADE FOR EVERY 50M³ OR PORTION THEREOF FOR EVERY GRADE OF CONCRETE CAST ON A PARTICULAR DAY. CUBES SHALL BE CURED IN ACCORDANCE WITH THE SANS SPECIFICATIONS AND TESTED ON THE REQUISITE DAYS BY AN APPROVED TESTING LABORATORY AS APPROVED BY THE ENGINEER. TEST RESULTS TO BE TIMEOUSLY SUBMITTED TO ENGINEER FOR APPROVAL.
9. NO CONCRETE SHALL BE CAST WITHOUT THE ENGINEER HAVING INSPECTED THE REINFORCING. CONCRETE SHALL BE CAST ON WRITTEN APPROVAL OF THE ENGINEER.
10. BREAKS IN CONCRETE AND CONSTRUCTION JOINTS ARE ONLY TO BE MADE WITH THE APPROVAL OF THE ENGINEER.
11. THE USE OF KICKERS FOR WALL AND COLUMN CONSTRUCTION IS NOT PERMITTED.
12. SHOULD THERE BE A BREAK IN EXCESS OF 45MINS. AT ANY STAGE DURING A CONCRETE POUR, THE ENGINEER IS IMMEDIATELY NOTIFIED THEREOF.
13. CONCRETE SLABS ARE NOT TO BE USED FOR THE STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
14. MINIMUM COVER TO REINFORCING:FOUNDATIONS .................................................................... 50mmCOLUMNS .......................................................................... 30mmSUSPENDED SLABS & BEAMS .......................................... 20mmWALLS, RETAINING WALLS ................................................. 40mm
15. ONLY CONCRETE COVER BLOCKS APPROVED BY THE ENGINEER ARE TO BE USED TO MAINTAIN THE REQUIRED COVER TO REINFORCEMENT. THE CONTRACTOR TAKES PARTICULAR CARE TO ENSURE THAT THE SPECIFIED COVER TO ALL REINFORCEMENT IS IATTAINED THROUGHOUT BEFORE THE ENGINEER IS CALLED TO SITE.
CONCRETE NOTES:
REINFORCEMENT
NZ
ISSUED FOR TENDER PURPOSES ONLY
GROUND PLANSCALE 1 : 50
ELEVATION A-ASCALE 1 : 50
ELEVATION C-CSCALE 1 : 50
SECTIONAL VIEW
RAFT SLAB BEAM LAYOUTSCALE 1 : 50
1 2 4
2900 2900 2900
A
B
3
3365
150mm THK 25MPa CONCRETE RC SLAB WITH MESH REF. 245 TOP & BOTTOM
100mm THK 25MPa CONCRETE RC SLAB WITH MESH REF. 100
100mm THK 25MPa CONCRETE RC SLAB WITH MESH REF. 100
100m
m T
HK
25M
Pa C
ON
CR
ET
E R
C S
LA
B W
ITH
ME
SH
RE
F. 100
100m
m T
HK
25M
Pa C
ON
CR
ET
E R
C S
LA
B W
ITH
ME
SH
RE
F. 100
1000 8880 1000
10880
1000
3625
1000
5625
1 2 4
2900 2900 2900
3
D
VS - WTH03
D
VS - WTH03
14 -R10 @250 mm -01S 14 -R10 @250 mm -01S 14 -R10 @250 mm -01S
3 x Y12 -06
2 x Y12 -07
3 x Y12 -06
2 x Y12 -07
3 x Y12 -06 3 x Y12 -06
2 x Y12 -07 2 x Y12 -07
14 -R10 @250 mm -01S
30
4040
40
30
4040
40
30
4040
40
30
4040
40
A B
37 -R10 @250 mm -01S37 -R10 @250 mm -01S
30
40
40 40
2 x Y12 -03
2 x Y12 -02 2 x Y12 -02
2 x Y12 -03
14 -R10 @250 mm -01S
2 -Y12 -07
3 -Y12 -06
1 2 4
A
B
A
VS - WTH03
A
VS - WTH03
C
VS - WTH03
C
VS - WTH03
90 2900 2900 2900 90
3365
3
37 -R10 @250 mm -01S
37 -R10 @250 mm -01S
D
VS - WTH03
D
VS - WTH03
B
VS - WTH03
B
VS - WTH03
Beam 01
Beam 01
Be
am
02
Be
am
02
Be
am
02
Be
am
02
14 -
R10 @
250 m
m -
01S
14 -
R10 @
250 m
m -
01S
14 -
R10 @
250 m
m -
01S
14 -
R10 @
250 m
m -
01S
2 -Y12 -07T 2 -Y12 -07T 2 -Y12 -07T 2 -Y12 -07T
3 -Y12 -06B 3 -Y12 -06B 3 -Y12 -06B 3 -Y12 -06B
2 -Y12 -03T
2 -Y12 -02B
2 -Y12 -03T
2 -Y12 -02B
2 -Y12 -05T
2 -Y12 -04B
2 -Y12 -05T
2 -Y12 -04B
A B
37 -R10 @250 mm -01S37 -R10 @250 mm -01S
2 x Y12 -05 2 x Y12 -05
2 x Y12 -04 2 x Y12 -04
1 2 4C
VS - WTH03
C
VS - WTH03
3 D
VS - WTH03
D
VS - WTH03
37 -R10 @250 mm -01S
30
40
30
40
4030
14 -R10 @250 mm -01S
2 x Y12 -07
3 x Y12 -06
2 x Y12 -07 2 x Y12 -07
3 x Y12 -06
2 x Y12 -07
3 x Y12 -06
2 x Y12 -07
3 x Y12 -06
14 -R10 @250 mm -01S 14 -R10 @250 mm -01S 14 -R10 @250 mm -01S
2 -Y12 -03
2 -Y12 -02
2 -Y12 -05
2 -Y12 -04
1. THE COPYRIGHT OF THIS DRAWING IS VESTED IN CIVPRO AND IT MAY NOT BE REPRODUCED IN WHOLE OR PART OR USED FOR THE MANUFACTURE OF ANY ARTICLE WITHOUT THE EXPRESS PERMISSION OF THE COPYRIGHT HOLDERS.
2. THESE NOTES ARE READ IN CONJUNCTION WITH THE SPECIFICATIONS. THE NOTES TAKE PRECEDENCE SHOULD A DISCREPANCY ARISE WHICH IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
3. ALL DIMENSIONS AND SETTING OUT INFORMATION ARE CHECKED PRIOR TO THE COMMENCEMENT OF THE SETTING OUT OF THE WORKS.
4. ALL LEVELS ARE ABOVE MEAN SEA LEVEL (AMSL).
5. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE ARCHITECT'S DRAWING AND ALL DIMENSIONS VERIFIED.
6. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL BUILDING REGULATIONS AND THE REGULATIONS AS SET OUT BY THE NHBRC.
7. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE LATEST EDITION OF THE OCCUPATIONAL HEALTH AND SAFETY ACT AND THE CONSTRUCTION REGULATIONS.
8. SUBCONTRACTING OF ANY PORTION OF THE WORKS DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES AND LIABILITIES IN TERMS OF THE CONTRACT AND THE REGULATIONS NOTED IN 6.
9. ALL QUANTITIES ARE TO BE MEASURED IN ACCORDANCE WITH SANS 1200.
10. ALL WET SERVICES ARE TO HAVE FLEXIBLE JOINTS AGAINST THE BUILDING.
11. STORMWATER IS TO BE ADEQUATELY ROUTED AWAY FROM THE STRUCTURE.
12. PONDING OF WATER DURING AND AFTER CONSTRUCTION IS NOT BE PERMITTED.
GENERAL NOTES:
NZ
06/11/2019
NZ
KW
RevisionRev DateAuthby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale : As Noted
FOOD STALL TYPE A
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318
Fax: +27 86 633 4995
Cell: +27 82 577 1299
eMail: [email protected]
Client
04 STR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
ADA06 VS - WTH03
REV DATE DESCRIPTION
A 06/11/2019 KWTENDER DRAWINGS
1. All reinforcement to be checked and approved by the engineer before any concrete is cast.
2. Lap lengths to reinforcing to be min. 45 x smaller diameter, unless otherwise noted.
3. Reinforcing yield strength:High tensile 'y' .................................................. 450 MPaMild steel 'r' ...................................................... 250 MPaWelded steel wire mesh .................................... 485 MPa
FOUNDATIONS1. EXCAVATIONS FOR FOUNDATIONS TO BE APPROVED BY THE ENGINEER AND GEOTECHNICAL ENGINEER PRIOR TO THE CONCRETE BEING CAST THEREFORE FOUNDING LEVELS ARE SUBJECT TO CHANGE.
2. ALL FOUNDATIONS TO BE BUILT ON FIRM IN-SITU SOIL (NOT ON FILL).
3. FOUNDING CONDITIONS AS RECOMMENDED IN THE GEOTECHNICAL REPORT BY THE GEOTECHNICAL ENGINEER.
CONCRETE4. CONCRETE CHARACTERISTIC 28-DAY STRENGTH:
BLINDING ....................................................................... 15 MPaFOUNDATIONS ................................................................. 30 MPaCOLUMNS ......................................................................30 MPaSUSPENDED SLABS & BEAMS ....................................... 30 MPaGROUND SLABS .............................................................. 25 MPa
5. MINIMUM CONCRETE AGGREGATE SIZE ............................ 19mm
6. ALL CONCRETE TO BE PROPERLY CURED BY KEEPING SURFACES CONTINUOUSLY DAMP FOR AT LEAST 5 DAYS AFTER CASTING.
7. ALL CONCRETE WORK MUST CONFORM WITH THE SPECIFICATIONS OF SANS 10100-2 AND SANS 2001-CC1.
8. A SET OF THREE (3) TEST CUBES SHALL BE MADE FOR EVERY 50M³ OR PORTION THEREOF FOR EVERY GRADE OF CONCRETE CAST ON A PARTICULAR DAY. CUBES SHALL BE CURED IN ACCORDANCE WITH THE SANS SPECIFICATIONS AND TESTED ON THE REQUISITE DAYS BY AN APPROVED TESTING LABORATORY AS APPROVED BY THE ENGINEER. TEST RESULTS TO BE TIMEOUSLY SUBMITTED TO ENGINEER FOR APPROVAL.
9. NO CONCRETE SHALL BE CAST WITHOUT THE ENGINEER HAVING INSPECTED THE REINFORCING. CONCRETE SHALL BE CAST ON WRITTEN APPROVAL OF THE ENGINEER.
10. BREAKS IN CONCRETE AND CONSTRUCTION JOINTS ARE ONLY TO BE MADE WITH THE APPROVAL OF THE ENGINEER.
11. THE USE OF KICKERS FOR WALL AND COLUMN CONSTRUCTION IS NOT PERMITTED.
12. SHOULD THERE BE A BREAK IN EXCESS OF 45MINS. AT ANY STAGE DURING A CONCRETE POUR, THE ENGINEER IS IMMEDIATELY NOTIFIED THEREOF.
13. CONCRETE SLABS ARE NOT TO BE USED FOR THE STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
14. MINIMUM COVER TO REINFORCING:FOUNDATIONS .................................................................... 50mmCOLUMNS .......................................................................... 30mmSUSPENDED SLABS & BEAMS .......................................... 20mmWALLS, RETAINING WALLS ................................................. 40mm
15. ONLY CONCRETE COVER BLOCKS APPROVED BY THE ENGINEER ARE TO BE USED TO MAINTAIN THE REQUIRED COVER TO REINFORCEMENT. THE CONTRACTOR TAKES PARTICULAR CARE TO ENSURE THAT THE SPECIFIED COVER TO ALL REINFORCEMENT IS IATTAINED THROUGHOUT BEFORE THE ENGINEER IS CALLED TO SITE.
CONCRETE NOTES:
REINFORCEMENT
NZ
ISSUED FOR TENDER PURPOSES ONLY
GROUND PLANSCALE 1 : 50
ELEVATION A-ASCALE 1 : 50
ELEVATION C-CSCALE 1 : 50
PERSPECTIVE
RAFT SLAB BEAM LAYOUT SCALE 1 : 50
ELEVATION D-DSCALE 1 : 50
ELEVATION B-BSCALE 1 : 50
Rebar Schedule
MemberNo.Of
BarsPer
Memb Dia LengthTotal
Number Mark S C A B C D
Beam 01 2 37 R10 1580 mm 74 01S 60 220 mm 430 mm 0 mm 0 mm
Beam 01 2 2 Y12 4770 mm 4 02 37 100 mm 4700 mm 0 mm 0 mm
Beam 01 2 2 Y12 4770 mm 4 03 37 100 mm 4700 mm 0 mm 0 mm
Beam 01 2 2 Y12 4710 mm 4 04 37 4640 mm 100 mm 0 mm 0 mm
Beam 01 2 2 Y12 4710 mm 4 05 37 4640 mm 100 mm 0 mm 0 mm
Beam 02 4 14 R10 1580 mm 56 01S 60 220 mm 430 mm 0 mm 0 mm
Beam 02 4 3 Y12 3680 mm 12 06 38 100 mm 3550 mm 100 mm 0 mm
Beam 02 4 2 Y12 3680 mm 8 07 38 100 mm 3550 mm 100 mm 0 mm
BEAM 02
BEAM 01
BEAM 01
BEAM 02
BEAM 02
BEAM 02
1 2 3 4
2900 2900 2900 2900 2900 2900
A
B
3365
A
VS - WTH04
A
VS - WTH04
C
VS - WTH04
C
VS - WTH04
B1 B1 B1 B1
B1B1B1B1
17400
B
VS - WTH04
B
VS - WTH04
230 2645 230 2670 230 2670 230 2670 230 2670 230 2645 230
5 6 7
B1
B1 B1 B1
B1B1
FFL
0
Lintol Level
2125
1 2 34
2900 2900 2900 2900 2900 2900
IPE 160 IPE 160 IPE 160 IPE 160
17400
636
636
2125
L50X50X3 L50X50X3 L50X50X3
L50X50X3 L50X50X3 L50X50X3
IPE 160IPE 160IPE 160
5 6 7
IPE 160 IPE 160 IPE 160
IPE 160 IPE 160 IPE 160
L50X50X3L50X50X3L50X50X3
L50X50X3 L50X50X3 L50X50X3
FFL
0
A B
3365
450 616 616 616 616 616 450C1VS -
WTH04
C2VS -
WTH04
IPE 160IPE 160
IPE 160
3055
3350
5°
A
290
PLT
10 300
325
300 150
5°
126
IPE160
IPE160
3055
50x50x3L
IPE160 190
300 10
B150 300
290
317
PLT
10
82
IPE160
IPE160
5°
3350
325
190 IPE160
PLT
10 300
82
290
50
80
90
70
10
260
20
40
40
82
290
50
80
90
70
10
260
20
30 60 30
120
100
100 2
00
200x120x10 THK PLT2 x D16 8.8 HD Bolts5mm Cont. Fillet WeldIPE160
120
10 P
LT
30
30 P
LT
10
200
1 2 3 4
A
B
2900 2900 2900 2900 2900 2900
8700
3365
L50X
50X3
L50X50X3
LC100X50X20X3.0
LC100X50X20X3.0
LC100X50X20X3.0
LC100X50X20X3.0
LC100X50X20X3.0
LC100X50X20X3.0
IBR ROOF SHEETING
LC100X50X20X3.0
5 6 7
L50X50X3
L50X
50X3
LC100X50X20X3.0
FFL
0
Lintol Level
2125
1 2 34
L50X50X3
L50X50X3 L50X50X3
L50X50X3 L50X50X3L50X50X3
2900 2900 2900 2900 2900 2900
17400
2125
950
L50X50X3 L50X50X3
5 6 7
L50X50X3L50X50X3L50X50X3 L50X50X3
L50X50X3
L50X50X3L50X50X3L50X50X3
82
40
190
50
80
60
10
20
20
82
40
190
50
80
60
10
20
20
1. The copyright of this drawing is vested in CIVPRO and it may not be reproduced in whole or part or used for the manufacture of any article without the express permission of the copyright holders.
2. These notes are read in conjunction with the specifications. The notes take precedence should a discrepancy arise which is to be brought to the attention of the Engineer.
3. All dimensions and setting out information are checked prior to the commencement of the setting out of the works. Written dimensions take precedence over scaled dimensions. No scaling of dimensions is permitted.
4. All levels are Above Mean Sea Level (AMSL).
5. This drawing is to be read in conjunction with the architect's drawing and all dimensions verified.
6. All work to be carried out in accordance with the National Building Regulations and the regulations as set out by the NHBRC.
7. All work is to be carried out in accordance with the latest edition of the Occupational Health and Safety Act and the Construction Regulations.
8. Subcontracting of any portion of the works does not relieve the Contractor of his responsibilities and liabilities in terms of the contract and the regulations noted in 6.
9. All quantities are to be measured in accordance with SANS 1200.
1. All structural steelwork design, fabrication, surface preparation, painting etc. shall conform to the project specification, SANS 10162, SANS 2001- CS.
2. Structural steelwork to be Grade S355JR in accordance with SANS 10025.
3. All welds shall be 5mm continuous fillet welds unless otherwise noted.
4. All welds shall be shop welded.
5. All holes shall be 22 Dia. For 20 Dia. Black bolts unless otherwise noted . Holes for fasteners shall not be more than 2mm greater than the diameter of the fastener of diameter up to 24mm and not more than 3mm greater for fasteners of diameter over 24mm.
6. Holes for fasteners and distances between holes and edges shall comply with the relevant requirements of SANS 10162 or as detailed on the Drawings.
7. Holes for fasteners shall be drilled. Holes including backmarks and gauges for fasteners, pins and holding bolts shall not be formed by flame cutting.
8. All burrs shall be removed from holes before assembly.
9. All bolts and nuts (other than friction grip) shall be hexagonal headed and shall comply with SANS 1700 or SANS 1143 as applicable.
10. All beam and bracing connections shall have a minimum of 2 No. M12 Gr 4.8 bolts unless otherwise noted.
11. Beam end plates shall have a minimum thickness of 10mm.
12. All gusset plates shall be 8 mm thick unless otherwise noted.
13. All connections shall be full strength to SAISC and AWS D1.1. No eccentric connections are allowed.
14. Cold rolled sections shall have a minimum guaranteed yield stress of 250 MPa.
15. All packers used for adjustment shall be from laminated off-cuts and used only where required.
16. All shop detail drawings shall be submitted to the Engineer for review and approval at a minimum of two weeks prior to the commencement of any fabrication takes place.
10. Surface preparation shall be to ISO 8501-1 Sa 2½. Weld seams, burned and rusty areas blast-cleaned to ISO 8501-1 Sa 2½.
11. All steelwork shall be coated with red oxide paint prior to delivery to Site. Subsequent paint coating to Architect's specfications.
GENERAL NOTES:
NZ
06/11/2019
NZ
KW
RevisionRev DateAuthby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale : As Noted
FOOD STALL TYPE B
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318
Fax: +27 86 633 4995
Cell: +27 82 577 1299
eMail: [email protected]
Client
04 STR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
ADA06 VS - WTH04
REV DATE DESCRIPTION
A 06/11/2019 KWTENDER DRAWINGS
STRUCTURAL STEEL NOTES:
NZ
ISSUED FOR TENDER PURPOSES ONLY
ROOF PLANSCALE 1 : 50
GROUND PLANSCALE 1 : 50
ELEVATION A-ASCALE 1 : 50
ELEVATION C-CSCALE 1 : 50
B1 BASE PLT DETAILSCALE 1 : 10
C1 RAFTER DETAILSCALE 1 : 10
PERSPECTIVE
C2 RAFTER DETAILSCALE 1 : 10
ELEVATION B-BSCALE 1 : 50
1 2 4
90 2900 2900 2900 2900 2900 2900 90
A
B
130
3365
130
A
VS - WTH05
A
VS - WTH05
B
VS - WTH05
B
VS - WTH05
1000 17580 1000
1000
3625
1000
150mm THK 25MPa RC SLAB REINFORCED
3 5 6 7
10
0m
m T
HK
A
PR
ON
SLA
B
IJ
10
0m
m T
HK
A
PR
ON
SLA
B
IJ
100mm THK APRON SLAB
IJ
100mm THK APRON SLAB
IJ
5 % MIN
5 %
MIN
5 %
MIN
5 % MIN
NOTE:
APRON SLABS TO BE CAST IN ALTERNATE PANELS NOT EXCEEDING 2 METRES IN LENGTH. ALL JOINTS BETWEEN APRON SLAB PANELS AND BETWEEN APRON SLABS AND THE RAFT SLAB ARE TO BE 10MM JONTS WITH 10MM THICK BITUMEN IMPREGNATED SOFTBOARD SEALED WITH POLYURETHANE JOINT SEALANT. 2400MM PANELS WITH 10MM SOFTBOARD JOINTS WITH POLYURETHANE JOINT SEALANT.
FFL
0
1 2 4
90 2900 2900 2900 2900 2900 2900 90
1000 17580 1000
300254030026003002600300260030026003002540300
150
350
500
3 5 6 7
250 MICRON USB GREEN DPM
RIP & RECOMPACT 200mm IN-SITU LAYER TO 93% MOD AASHTO
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER WITH
POLYURETHANE JOINT SEALANT
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER WITH POLYURETHANE JOINT SEALANT
FFL
0
A B
1000 3625 1000
130 3365 130
300 3025 300
350
150
500
250 MICRON USB GREEN DPM
RIP & RECOMPACT 200mm IN-SITU LAYER TO 93% MOD AASHTO
ISOLATION JOINT 10mm SOFTBOARD JOINT FILLER WITH POLYURETHANE JOINT SEALANT
1 2 4
A
B
A
VS - WTH05
A
VS - WTH05
B
VS - WTH05
B
VS - WTH05
300 2540 300 2600 300 2600 300 2600 300 2600 300 2540 300
17580
300
3025
300
3625
90 2900 2900 2900 2900 2900 2900 90
17580
130
3365
130
3625
3 5 6 7
300 x 500 DEEP CONCRETE BEAM
300 x 500 DEEP CONCRETE BEAM
300 x
500 D
EE
P C
ON
CR
ET
E B
EA
M
300 x
500 D
EE
P C
ON
CR
ET
E B
EA
M
300 x
500 D
EE
P C
ON
CR
ET
E B
EA
M
300 x
500 D
EE
P C
ON
CR
ET
E B
EA
M
300 x
500 D
EE
P C
ON
CR
ET
E B
EA
M
300 x
500 D
EE
P C
ON
CR
ET
E B
EA
M
300 x
500 D
EE
P C
ON
CR
ET
E B
EA
M
1. THE COPYRIGHT OF THIS DRAWING IS VESTED IN CIVPRO AND IT MAY NOT BE REPRODUCED IN WHOLE OR PART OR USED FOR THE MANUFACTURE OF ANY ARTICLE WITHOUT THE EXPRESS PERMISSION OF THE COPYRIGHT HOLDERS.
2. THESE NOTES ARE READ IN CONJUNCTION WITH THE SPECIFICATIONS. THE NOTES TAKE PRECEDENCE SHOULD A DISCREPANCY ARISE WHICH IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
3. ALL DIMENSIONS AND SETTING OUT INFORMATION ARE CHECKED PRIOR TO THE COMMENCEMENT OF THE SETTING OUT OF THE WORKS.
4. ALL LEVELS ARE ABOVE MEAN SEA LEVEL (AMSL).
5. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE ARCHITECT'S DRAWING AND ALL DIMENSIONS VERIFIED.
6. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL BUILDING REGULATIONS AND THE REGULATIONS AS SET OUT BY THE NHBRC.
7. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE LATEST EDITION OF THE OCCUPATIONAL HEALTH AND SAFETY ACT AND THE CONSTRUCTION REGULATIONS.
8. SUBCONTRACTING OF ANY PORTION OF THE WORKS DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES AND LIABILITIES IN TERMS OF THE CONTRACT AND THE REGULATIONS NOTED IN 6.
9. ALL QUANTITIES ARE TO BE MEASURED IN ACCORDANCE WITH SANS 1200.
10. ALL WET SERVICES ARE TO HAVE FLEXIBLE JOINTS AGAINST THE BUILDING.
11. STORMWATER IS TO BE ADEQUATELY ROUTED AWAY FROM THE STRUCTURE.
12. PONDING OF WATER DURING AND AFTER CONSTRUCTION IS NOT BE PERMITTED.
GENERAL NOTES:
NZ
06/11/2019
NZ
KW
RevisionRev DateAuthby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale : As Noted
FOOD STALL TYPE B
Title
Approved
Date
KASERNE TAXI HOLDING FACILITY
FOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318
Fax: +27 86 633 4995
Cell: +27 82 577 1299
eMail: [email protected]
Client
04 STR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
ADA06 VS - WTH05
REV DATE DESCRIPTION
A 06/11/2019 KWTENDER DRAWINGS
1. All reinforcement to be checked and approved by the engineer before any concrete is cast.
2. Lap lengths to reinforcing to be min. 45 x smaller diameter, unless otherwise noted.
3. Reinforcing yield strength:High tensile 'y' .................................................. 450 MPaMild steel 'r' ...................................................... 250 MPaWelded steel wire mesh .................................... 485 MPa
FOUNDATIONS1. EXCAVATIONS FOR FOUNDATIONS TO BE APPROVED BY THE ENGINEER AND GEOTECHNICAL ENGINEER PRIOR TO THE CONCRETE BEING CAST THEREFORE FOUNDING LEVELS ARE SUBJECT TO CHANGE.
2. ALL FOUNDATIONS TO BE BUILT ON FIRM IN-SITU SOIL (NOT ON FILL).
3. FOUNDING CONDITIONS AS RECOMMENDED IN THE GEOTECHNICAL REPORT BY THE GEOTECHNICAL ENGINEER.
CONCRETE4. CONCRETE CHARACTERISTIC 28-DAY STRENGTH:
BLINDING ....................................................................... 15 MPaFOUNDATIONS ................................................................. 30 MPaCOLUMNS ......................................................................30 MPaSUSPENDED SLABS & BEAMS ....................................... 30 MPaGROUND SLABS .............................................................. 25 MPa
5. MINIMUM CONCRETE AGGREGATE SIZE ............................ 19mm
6. ALL CONCRETE TO BE PROPERLY CURED BY KEEPING SURFACES CONTINUOUSLY DAMP FOR AT LEAST 5 DAYS AFTER CASTING.
7. ALL CONCRETE WORK MUST CONFORM WITH THE SPECIFICATIONS OF SANS 10100-2 AND SANS 2001-CC1.
8. A SET OF THREE (3) TEST CUBES SHALL BE MADE FOR EVERY 50M³ OR PORTION THEREOF FOR EVERY GRADE OF CONCRETE CAST ON A PARTICULAR DAY. CUBES SHALL BE CURED IN ACCORDANCE WITH THE SANS SPECIFICATIONS AND TESTED ON THE REQUISITE DAYS BY AN APPROVED TESTING LABORATORY AS APPROVED BY THE ENGINEER. TEST RESULTS TO BE TIMEOUSLY SUBMITTED TO ENGINEER FOR APPROVAL.
9. NO CONCRETE SHALL BE CAST WITHOUT THE ENGINEER HAVING INSPECTED THE REINFORCING. CONCRETE SHALL BE CAST ON WRITTEN APPROVAL OF THE ENGINEER.
10. BREAKS IN CONCRETE AND CONSTRUCTION JOINTS ARE ONLY TO BE MADE WITH THE APPROVAL OF THE ENGINEER.
11. THE USE OF KICKERS FOR WALL AND COLUMN CONSTRUCTION IS NOT PERMITTED.
12. SHOULD THERE BE A BREAK IN EXCESS OF 45MINS. AT ANY STAGE DURING A CONCRETE POUR, THE ENGINEER IS IMMEDIATELY NOTIFIED THEREOF.
13. CONCRETE SLABS ARE NOT TO BE USED FOR THE STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
14. MINIMUM COVER TO REINFORCING:FOUNDATIONS .................................................................... 50mmCOLUMNS .......................................................................... 30mmSUSPENDED SLABS & BEAMS .......................................... 20mmWALLS, RETAINING WALLS ................................................. 40mm
15. ONLY CONCRETE COVER BLOCKS APPROVED BY THE ENGINEER ARE TO BE USED TO MAINTAIN THE REQUIRED COVER TO REINFORCEMENT. THE CONTRACTOR TAKES PARTICULAR CARE TO ENSURE THAT THE SPECIFIED COVER TO ALL REINFORCEMENT IS IATTAINED THROUGHOUT BEFORE THE ENGINEER IS CALLED TO SITE.
CONCRETE NOTES:
REINFORCEMENT
NZ
ISSUED FOR TENDER PURPOSES ONLY
GROUND PLANSCALE 1 : 50
ELEVATION A-ASCALE 1 : 50
ELEVATION C-CSCALE 1 : 50
SECTIONAL VIEW
RAFT SLAB BEAM LAYOUT SCALE 1 : 50
1 2 4
2900 2900 2900 2900 2900 2900
A
B
3 5 6 7
3365
150mm THK 25MPa CONCRETE RC SLAB WITH MESH REF. 245 TOP & BOTTOM
100mm THK 25MPa CONCRETE RC SLAB WITH MESH REF. 100
100mm THK 25MPa CONCRETE RC SLAB WITH MESH REF. 100
100m
m T
HK
25M
Pa C
ON
CR
ET
E R
C S
LA
B W
ITH
ME
SH
RE
F. 100
100m
m T
HK
25M
Pa C
ON
CR
ET
E R
C S
LA
B W
ITH
ME
SH
RE
F. 100
1000 17580 1000
19580
1000
3625
1000
5625
1 2 4
2900 2900 2900 2900 2900 2900
3 5 6 7
D
VS - WTH06
D
VS - WTH06
E
VS - WTH06
E
VS - WTH06
14 -R10 @250 mm -01 14 -R10 @250 mm -01 14 -R10 @250 mm -01 14 -R10 @250 mm -01 14 -R10 @250 mm -01 14 -R10 @250 mm -01
3 x Y12 -07
2 x Y12 -08
14 -R10 @250 mm -01
30
40 40
40
30
40
40
40
30
4040
40
30
4040
40
30
4040
40
30
40
40
40
30
4040
40
3 x Y12 -07
2 x Y12 -08
3 x Y12 -07
2 x Y12 -08
3 x Y12 -07
2 x Y12 -08
3 x Y12 -07
2 x Y12 -08
3 x Y12 -07
2 x Y12 -08
3 x Y12 -07
2 x Y12 -08
A B
71 -R10 @250 mm -0171 -R10 @250 mm -01
30
40
30
40
40 4040
40
14 -R10 @250 mm -01
2 x Y12 -05
2 x Y12 -02
2 x Y12 -05
2 x Y12 -02
2 -Y12 -08
3 -Y12 -07
1 2 4
A
B
A
VS - WTH06
A
VS - WTH06
C
VS - WTH06
C
VS - WTH06
2900 2900 2900 2900 2900 2900
3365
3 5 6 7
71 -R10 @250 mm -01
71 -R10 @250 mm -01
D
VS - WTH06
D
VS - WTH06
E
VS - WTH06
E
VS - WTH06
B
VS - WTH06
B
VS - WTH06
Beam 01
Beam 01
Be
am
02
Be
am
02
Be
am
02
Be
am
02
Be
am
02
Be
am
02
Be
am
02
14 -
R10 @
250 m
m -
01
14 -
R10 @
250 m
m -
01
14 -
R10 @
250 m
m -
01
14 -
R10 @
250 m
m -
01
14 -
R10 @
250 m
m -
01
14 -
R10 @
250 m
m -
01
14 -
R10 @
250 m
m -
01
3 -Y12 -07B
2 -Y12 -08T
3 -Y12 -07B
2 -Y12 -08T
3 -Y12 -07B
2 -Y12 -08T
3 -Y12 -07B
2 -Y12 -08T
3 -Y12 -07B
2 -Y12 -08T
3 -Y12 -07B
2 -Y12 -08T
3 -Y12 -07B
2 -Y12 -08T
2 -Y12 -05T
2 -Y12 -02B
2 -Y12 -04T
2 -Y12 -04B
2 -Y12 -06T
2 -Y12 -03B
2 -Y12 -05T
2 -Y12 -02B
2 -Y12 -04T
2 -Y12 -04B
2 -Y12 -06T
2 -Y12 -03B
A B
71 -R10 @250 mm -0171 -R10 @250 mm -01
30
40
40 40
30
40
4040
14 -R10 @250 mm -01
2 x Y12 -04 2 x Y12 -04
2 x Y12 -04 2 x Y12 -04
2 -Y12 -08
3 -Y12 -07
A B
71 -R10 @250 mm -0171 -R10 @250 mm -01
30
40
40 40
30
40
4040
14 -R10 @250 mm -01
2 x Y12 -06
2 x Y12 -03
2 x Y12 -06
2 x Y12 -03
2 -Y12 -08
3 -Y12 -07
1 2 4C
VS - WTH06
C
VS - WTH06
3 5 6 7D
VS - WTH06
D
VS - WTH06
E
VS - WTH06
E
VS - WTH06
71 -R10 @250 mm -01
30
40
40
30
40
40
2 -Y12 -06
2 -Y12 -03
2 -Y12 -04
2 -Y12 -04
2 -Y12 -05
2 -Y12 -0214 -R10 @250 mm -01 14 -R10 @250 mm -01 14 -R10 @250 mm -01
14 -R10 @250 mm -0114 -R10 @250 mm -01
14 -R10 @250 mm -01 14 -R10 @250 mm -01
71 -R10 @250 mm -01
2 x Y12 -08
3 x Y12 -07 3 x Y12 -07 3 x Y12 -07 3 x Y12 -07 3 x Y12 -07 3 x Y12 -07 3 x Y12 -07
2 x Y12 -08
3 x Y12 -07
2 x Y12 -08
3 x Y12 -07
2 x Y12 -08
3 x Y12 -07
2 x Y12 -08
3 x Y12 -07
2 x Y12 -08
3 x Y12 -07
2 x Y12 -08
3 x Y12 -07
1. THE COPYRIGHT OF THIS DRAWING IS VESTED IN CIVPRO AND IT MAY NOT BE REPRODUCED IN WHOLE OR PART OR USED FOR THE MANUFACTURE OF ANY ARTICLE WITHOUT THE EXPRESS PERMISSION OF THE COPYRIGHT HOLDERS.
2. THESE NOTES ARE READ IN CONJUNCTION WITH THE SPECIFICATIONS. THE NOTES TAKE PRECEDENCE SHOULD A DISCREPANCY ARISE WHICH IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
3. ALL DIMENSIONS AND SETTING OUT INFORMATION ARE CHECKED PRIOR TO THE COMMENCEMENT OF THE SETTING OUT OF THE WORKS.
4. ALL LEVELS ARE ABOVE MEAN SEA LEVEL (AMSL).
5. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE ARCHITECT'S DRAWING AND ALL DIMENSIONS VERIFIED.
6. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE NATIONAL BUILDING REGULATIONS AND THE REGULATIONS AS SET OUT BY THE NHBRC.
7. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE LATEST EDITION OF THE OCCUPATIONAL HEALTH AND SAFETY ACT AND THE CONSTRUCTION REGULATIONS.
8. SUBCONTRACTING OF ANY PORTION OF THE WORKS DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES AND LIABILITIES IN TERMS OF THE CONTRACT AND THE REGULATIONS NOTED IN 6.
9. ALL QUANTITIES ARE TO BE MEASURED IN ACCORDANCE WITH SANS 1200.
10. ALL WET SERVICES ARE TO HAVE FLEXIBLE JOINTS AGAINST THE BUILDING.
11. STORMWATER IS TO BE ADEQUATELY ROUTED AWAY FROM THE STRUCTURE.
12. PONDING OF WATER DURING AND AFTER CONSTRUCTION IS NOT BE PERMITTED.
GENERAL NOTES:
NZ
06/11/2019
NZ
KW
RevisionRev DateAuthby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale : As Noted
FOOD STALL TYPE B
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318
Fax: +27 86 633 4995
Cell: +27 82 577 1299
eMail: [email protected]
Client
04 STR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
ADA06 VS - WTH06
REV DATE DESCRIPTION
A 06/11/2019 KWTENDER DRAWINGS
1. All reinforcement to be checked and approved by the engineer before any concrete is cast.
2. Lap lengths to reinforcing to be min. 45 x smaller diameter, unless otherwise noted.
3. Reinforcing yield strength:High tensile 'y' .................................................. 450 MPaMild steel 'r' ...................................................... 250 MPaWelded steel wire mesh .................................... 485 MPa
FOUNDATIONS1. EXCAVATIONS FOR FOUNDATIONS TO BE APPROVED BY THE ENGINEER AND GEOTECHNICAL ENGINEER PRIOR TO THE CONCRETE BEING CAST THEREFORE FOUNDING LEVELS ARE SUBJECT TO CHANGE.
2. ALL FOUNDATIONS TO BE BUILT ON FIRM IN-SITU SOIL (NOT ON FILL).
3. FOUNDING CONDITIONS AS RECOMMENDED IN THE GEOTECHNICAL REPORT BY THE GEOTECHNICAL ENGINEER.
CONCRETE4. CONCRETE CHARACTERISTIC 28-DAY STRENGTH:
BLINDING ....................................................................... 15 MPaFOUNDATIONS ................................................................. 30 MPaCOLUMNS ......................................................................30 MPaSUSPENDED SLABS & BEAMS ....................................... 30 MPaGROUND SLABS .............................................................. 25 MPa
5. MINIMUM CONCRETE AGGREGATE SIZE ............................ 19mm
6. ALL CONCRETE TO BE PROPERLY CURED BY KEEPING SURFACES CONTINUOUSLY DAMP FOR AT LEAST 5 DAYS AFTER CASTING.
7. ALL CONCRETE WORK MUST CONFORM WITH THE SPECIFICATIONS OF SANS 10100-2 AND SANS 2001-CC1.
8. A SET OF THREE (3) TEST CUBES SHALL BE MADE FOR EVERY 50M³ OR PORTION THEREOF FOR EVERY GRADE OF CONCRETE CAST ON A PARTICULAR DAY. CUBES SHALL BE CURED IN ACCORDANCE WITH THE SANS SPECIFICATIONS AND TESTED ON THE REQUISITE DAYS BY AN APPROVED TESTING LABORATORY AS APPROVED BY THE ENGINEER. TEST RESULTS TO BE TIMEOUSLY SUBMITTED TO ENGINEER FOR APPROVAL.
9. NO CONCRETE SHALL BE CAST WITHOUT THE ENGINEER HAVING INSPECTED THE REINFORCING. CONCRETE SHALL BE CAST ON WRITTEN APPROVAL OF THE ENGINEER.
10. BREAKS IN CONCRETE AND CONSTRUCTION JOINTS ARE ONLY TO BE MADE WITH THE APPROVAL OF THE ENGINEER.
11. THE USE OF KICKERS FOR WALL AND COLUMN CONSTRUCTION IS NOT PERMITTED.
12. SHOULD THERE BE A BREAK IN EXCESS OF 45MINS. AT ANY STAGE DURING A CONCRETE POUR, THE ENGINEER IS IMMEDIATELY NOTIFIED THEREOF.
13. CONCRETE SLABS ARE NOT TO BE USED FOR THE STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
14. MINIMUM COVER TO REINFORCING:FOUNDATIONS .................................................................... 50mmCOLUMNS .......................................................................... 30mmSUSPENDED SLABS & BEAMS .......................................... 20mmWALLS, RETAINING WALLS ................................................. 40mm
15. ONLY CONCRETE COVER BLOCKS APPROVED BY THE ENGINEER ARE TO BE USED TO MAINTAIN THE REQUIRED COVER TO REINFORCEMENT. THE CONTRACTOR TAKES PARTICULAR CARE TO ENSURE THAT THE SPECIFIED COVER TO ALL REINFORCEMENT IS IATTAINED THROUGHOUT BEFORE THE ENGINEER IS CALLED TO SITE.
CONCRETE NOTES:
REINFORCEMENT
NZ
ISSUED FOR TENDER PURPOSES ONLY
GROUND PLANSCALE 1 : 50
ELEVATION A-ASCALE 1 : 50
ELEVATION C-CSCALE 1 : 50
SECTIONAL VIEW
RAFT SLAB BEAM LAYOUT SCALE 1 : 50
ELEVATION D-DSCALE 1 : 50
ELEVATION E-ESCALE 1 : 50ELEVATION B-B
SCALE 1 : 50
Rebar Schedule
MemberNo.Of
BarsPer
Memb Dia LengthTotal
Number Mark S C A B C D
Beam 01 2 71 R10 1580 mm 142 01 60 220 mm 430 mm 0 mm 0 mm
Beam 01 2 2 Y12 4570 mm 4 02 37 100 mm 4500 mm 0 mm 0 mm
Beam 01 2 2 Y12 7710 mm 4 03 37 100 mm 7640 mm 0 mm 0 mm
Beam 01 4 2 Y12 6420 mm 8 04 20 6420 mm 0 mm 0 mm 0 mm
Beam 01 2 2 Y12 4570 mm 4 05 37 100 mm 4500 mm 0 mm 0 mm
Beam 01 2 2 Y12 7710 mm 4 06 37 100 mm 7640 mm 0 mm 0 mm
Beam 02 7 14 R10 1580 mm 98 01 60 220 mm 430 mm 0 mm 0 mm
Beam 02 7 3 Y12 3660 mm 21 07 38 100 mm 3530 mm 100 mm 0 mm
Beam 02 7 2 Y12 3660 mm 14 08 38 100 mm 3530 mm 100 mm 0 mm
Beam 01
Beam 01
BEAM 01
BEAM 01
BEAM 02
BEAM 02
BEAM 02
BEAM 02
BEAM 02
