STRUCTURAL ENGINEERING DRAWINGS€¦ · 1.read the drawings in conjunction with all relevant...
Transcript of STRUCTURAL ENGINEERING DRAWINGS€¦ · 1.read the drawings in conjunction with all relevant...
STRUCTURAL ENGINEERING DRAWINGS
800
x 3
00
- R
.C
F
ootin
g
600 x 300 - R.C Footing
600 x 300 - R.C Footing
600 x 300 - R.C Footing
600 x 300 - R.C Footing
600 x 300 - R.C Footing
600
x 3
00 - F
ooting
600 x 300 - R.C Footing
600 x 300 - R.C Footing
600 x 300 - R.C Footing
600 x 300 - R.C Footing
600 x 300 - R.C Footing
600 x 300 - R.C Footing
600 x 300 - R.C Footing
600 x 300 - R.C Footing
10
00
x 30
0 - R
.C
F
ooting
600 x 300 - R.C Footing
10
00
x 30
0 - R
.C
F
ooting
80
0 x 3
00
- R
.C
F
oo
tin
g
100
0 x 30
0 - R
.C
F
oo
ting
1100 x 300 - R.C Footing
1000 x 300 - R.C Footing
800 x 300 - R.C Footing
800 x 300 - R.C Footing
800 x 300 - R.C Footing
800 x 300 - R.C Footing
1000 x 300 - R.C Footing
1100 x 300 - R.C Footing
100
0 x 30
0 - R
.C
F
oo
ting
1000 x 300 - R.C Footing
100
0 x 30
0 - R
.C
F
oo
ting
1.4 x 1.4 X 0.3m
R.C Pad Footing
1.4 x 1.4 X 0.3m
R.C Pad Footing
3.115 x 1.68 X 0.3m
R.C Pad Footing
1.4 x 1.4 X 0.3m
R.C Pad Footing
Min. 3 Laye
rs of G
5 M
aterial o
r S
im
ilar
App
ro
ved com
pa
cted
in
layers n
.e
1
50
mm
TO
9
5%
M
OD
A
AS
HT
O
3.795 x 3.52 x 0.3m Pad Footing with
1.0 x 0.8 x 0.8m High R.C Stub Column
1100 x 300 - R.C Footing
1000 x 300 - R.C Footing
10
00
x 3
00
- R
.C
F
ootin
g
100
0 x 30
0 - R
.C
F
oo
ting
800
x 3
00
- R
.C
F
ootin
g
800
x 3
00
- R
.C
F
ootin
g
1100 x 300 - R.C Footing
10
00
x 3
00
- R
.C
F
ootin
g
800
x 30
0 - R
.C
F
ooting
1430 x 300
R.C Footing
1430 x 300
R.C Footing
800 x 300 - R.C Footing
800 x 300 - R.C Footing
800 x 300 - R.C Footing
800 x 300 - R.C Footing
1000 x 300 - R.C Footing
600
x 3
00 - F
ooting
800 x 300 - R.C Footing
800 x 300 - R.C Footing
1100 x 300 - R.C Footing
10
00
x 30
0 - R
.C
F
ooting
10
00
x 30
0 - R
.C
F
ooting
80
0 x 3
00
- R
.C
F
oo
tin
g
80
0 x 3
00
- R
.C
F
oo
tin
g
80
0 x 3
00
- R
.C
F
oo
tin
g
Min. 3 L
aye
rs o
f G
5 M
ate
rial o
r S
im
ilar
Approve
d co
mp
acte
d in
laye
rs n
.e
15
0m
m
TO
9
5%
M
OD
A
AS
HT
O
Min
. 3
La
yers of G
5 M
ateria
l or S
im
ila
r
Ap
prove
d co
mp
acte
d in
laye
rs n
.e
15
0m
m
TO
95
% M
OD
A
AS
HT
O
Min
. 3 La
ye
rs of G
5 M
aterial or S
im
ilar
App
roved
com
pa
cted
in
laye
rs n.e 150m
m
TO
9
5%
M
OD
A
AS
HT
O
Min. 3 Layers of G5 Material or Similar
Approved compacted in layers n.e 150mm
TO 95% MOD AASHTO
1.4 x 1.4 X 0.3m
R.C Pad Footing
1.6 x 1.4 X 0.3m
R.C Pad Footing
1000 x 300 - R.C Footing
1000 x 300 - R
.C
F
ooting
800 x 300 - R.C Footing
800
x 3
00
- R
.C
F
ootin
g
800
x 3
00
- R
.C
F
ootin
g
80
0 x 30
0 - R
.C
F
oo
ting
800
x 3
00
- R
.C
F
ootin
g
A
1
BCDEFGHIKL
2
4
5
6
7
8
9
10
11
3
12
13
14
165
537
00
316
04
27
01
73
045
00
203
03
85
05
55
038
80
211
54605
3135
4515 6590 2515 6390 5230 9860 1875 4515 1915 4630
N
FOUNDATION LAYOUT PLAN
SCALE 1 : 100
B
---
B
---
A
---
A
---
C
---
C
---
D
---
D
---
E
---
E
---
GENERAL NOTES:
1. READ THE DRAWINGS IN CONJUNCTION WITH ALL RELEVANT
SPECIFICATIONS, AND SERVICE DRAWINGS. ANY UNCERTAINTIES IN
THE SPECIFICATIONS OR ON DRAWINGS MUST BE REPORTED TO THE
ENGINEER AS SOON AS POSSIBLE. ANY DISCREPANCIES BETWEEN THE
SPECIFICATIONS AND THE DRAWING MUST BE REPORTED TO THE
ENGINEER.
2. NO DEVIATION FROM THE DETAILS ON THE DRAWING WILL
BE ALLOWED WITHOUT THE WRITTEN CONSENT OF
THE ENGINEER.
3. THESE DRAWINGS MAY NOT BE COPIED OR RE-USED
WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
4. IN GENERAL, CONCRETE (STRUCTURAL) SHALL COMPLY WITH SABS
1200-1982.
5. CONCRETE CLASS:
BLINDING LAYER - CLASS C 15/19
STRIP FOOTINGS (BRICKWALLS) - CLASS F 25/19
TRENCHES - CLASS F 25/19
6. SURFACE FINISHES:
FORMED SURFACES:
UNEXPOSED SURFACES - ROUGH.
EXPOSED SURFACES - SMOOTH.
UNFORMED SURFACES:
TOP OF WALLS - STEEL TROWELLED.
FLOORS OF TRENCHES - WOOD FLOATED.
ENTRANCE RAMPS, - WOOD FLOATED.
ALL EXPOSED SHARP CORNERS SHALL BE CHAMFERED AS FOLLOWS:
ALL CORNERS (EXCEPT WHERE OTHERWISE SHOWN) 25x25mm.
7. 50mm BLINDING LAYER UNDER ALL FOUNDATIONS.
8. CONCRETE COVER TO REINFORCEMENT:
FOUNDATIONS - 50mm
9. ALL FOUNDATION EXCAVATIONS MUST BE INSPECTED AND APPROVED
BY THE ENGINEER BEFORE PLACING OF REINFORCEMENT OR CASTING
OF CONCRETE. IF THE FOUNDING LEVEL AS PER DRAWING IS NOT
SUITABLE, FURTHER EXCAVATIONS SHALL BE DONE TO A DEPTH AS
DETERMINED BY THE ENGINEER ON SITE. THE ENGINEER MAY
INSTRUCT THAT CERTAIN EXCAVATIONS BE BACKFILLED WITH MASS
CONCRETE TO REQUIRED LEVEL. (CLASS AS PER ITEM5 ABOVE).
10.LAP AND ANCHORAGE LENGTH 50 x DIAMETER OF REINFORCEMENT.
11. AFTER PLACING, ALL REINFORCEMENT MUST BE CHECKED AND
APPROVED BY THE ENGINEER ON SITE BEFORE CASTING OF CONCRETE.
12.NO HOLES OR NOTCHES SHALL BE CUT, CHIPPED OR FORMED IN
CONCRETE UNLESS APPROVED BY THE ENGINEER.
13.DURING COLD OR WET WEATHER CONCRETE MUST BE
HANDLED IN ACCORDANCE WITH SPECIFICATIONS.
14.REMOVAL OF SHUTTERING TO BE DONE IN ACCORDANCE WITH
SPECIFICATIONS.
15.LOADINGS ON CONCRETE FIRST FLOOR SLABS MAXIMUM
100kg/m².
16.LOADING:
PERMISSIBLE BEARING PRESSURE:
COLUMN BASES - 150Kpa
NOMINAL IMPOSED FLOOR LOADS:
ROOF SLABS - 1.5KN/m²
17.FOUNDING DEPTH :
ALL EXCAVATION DEPTHS TO BE AT A PROVISIONAL DEPTH OF 1.275m
BELOW FINISHED PLATFORM LEVEL.
WHERE CONDITIONS ARE NOT SUITED FOR A NORMAL RAFT AN
ALLOWANCE FOR IMPORTING OF SUITABLE MATERIAL TO BE PROVIDED
AT A DEPTH OF 450mm ( 3 LAYERS 150mm) BELOW FOOTINGS AND
COMPACTED TO 97% MOD ASSHTO FOR MODIFIED STRIP FOOTING.
18.BACKFILL:
SELECTED FILL BENEATH SURFACE BEDS TO BE SELECTED GRANULAR
MATERIAL COMPACTED IN 150mm LAYERS TO 95% MOD. AASHTO
DENSITY. FOUNDING LEVEL TO BE CONFIRMED BY THE ENGINEER.
SCHEDULE OF AREAS :
TOTAL AREA OF TRENCHES 587.60 m
2
________________________________________________________
BLINDING CALCULATION :
CONCRETE : AREA ( 587.6 m
2
) x DEPTH (0.050m) = 29.38 m
3
15Mpa Blinding Layer ( Inclusive of 10 % Waistage ) = 32 m
3
________________________________________________________
STRIP FOOTING CALCULATION :
CONCRETE : AREA ( 588 m
2
) x DEPTH (0.300m) = 176.28 m
3
15Mpa Blinding Layer ( Inclusive of 10 % Waistage ) = 194.00 m
3
________________________________________________________
50mm CAVITY
280
15
0
DPC
OPEN PERPEND JOINTS @
660mm CENTERS MAX.
85
1000
WIDTH OF FOOTING
525475
FOUNDING DEPTH TO BE DETERMINED
BY THE ENGINEER ON SITE
SEE ISOLATION
JOINT DETAIL
30
0
DE
PT
H
VA
RIE
S
EX
CA
VA
TIO
N D
EP
TH
NOTES :
· DPC TUCKED INTO BED JOINT
· OPEN PERPED JOINTS AT 660mm
MAX CENTERS.
SECTION B - B ( 280mm CAVITY WALL )
SCALE 1 : 20
50
mm
Blin
din
g
FINISHED PLATFORM LVL
2% Slope
25Mpa APRON SLAB WITH MESH
REF. 193 PLACED IN CENTER
A
115mm CAVITY
345
FINISHED PLATFORM LVL
15
0
DPC
OPEN PERPEND JOINTS @
660mm CENTERS MAX.
85
1100
WIDTH OF FOOTING
610 490
FOUNDING DEPTH TO BE DETERMINED
BY THE ENGINEER ON SITE
SEE ISOLATION
JOINT DETAIL
30
0
DE
PT
H
VA
RIE
S
EX
CA
VA
TIO
N D
EP
TH
NOTES :
· DPC TUCKED INTO BED JOINT
· OPEN PERPED JOINTS AT 660mm
MAX CENTERS.
50
mm
Blin
din
g
2% Slope
25Mpa APRON SLAB WITH MESH
REF. 193 PLACED IN CENTER
1
SECTION A - A ( 345mm CAVITY WALL )
SCALE 1 : 20
500
150
150
2 LAYERS OF IN-SITU MATERIAL
TO BE RIPPED AND RE-COMPACTED
TO 95% MOD AASHTO
50m
m
BLIN
DIN
G
25Mpa CONCRETE
FOOTING
25Mpa SURFACE BED
SECTION C - C
SCALE 1 : 25
150
150
25Mpa SURFACE BED
ALL FOUNDATION BRICKWORK TO RECEIVE
BRICKFORCE IN EVERY LAYER WITH IN-SITU
MATERIAL BACKFILLED TO SIDES OF TRENCHES.
500
1000
300
G
FOUNDING DEPTH TO BE DETERMINED
BY THE ENGINEER ON SITE
85mm STEP
2 LAYERS OF IN-SITU
MATERIAL TO BE RIPPED
AND RE-COMPACTED
TO 93% MOD AASHTO
525
30
0
SECTION B - B
SCALE 1 : 25
25Mpa CONCRETE
FOOTING
13
2% Slope
14
475
1000
900 500
1400
Pad Footing
300 Ø R.C COLUMN WITH 110Ø SW
OUTLET PIPE FROM FULL BORE
DRAINAGE FROM THE FOOR SLAB
R.C APRON AROUND
BUILDING
150mm STEP
FOUNDING DEPTH TO BE DETERMINED
BY THE ENGINEER ON SITE
STORM WATER
CATCHPIT
85mm STEP
150mm STEP
2 LAYERS OF IN-SITU MATERIAL TO
BE RIPPED AND RE-COMPACTED
TO 93% MOD AASHTO
2 LAYERS OF IN-SITU MATERIAL TO BE
RIPPED AND RE-COMPACTED
TO 93% MOD AASHTO
400
SIDES OF TRENCHES TO BE
BACKFILLED WITH IN-SITU
MATERIAL
SECTION B - B
SCALE 1 : 25
25Mpa CONCRETE
FOOTING
25Mpa CONCRETE
FOOTING
800
11 12
400
FOUNDING DEPTH TO BE DETERMINED
BY THE ENGINEER ON SITE
400
800
400
FINISHED PLATFORM LVL
2% Slope
25Mpa APRON SLAB WITH MESH
REF. 193 PLACED IN CENTER
50m
m
BLIN
DIN
G
300
50m
m
BLIN
DIN
G
300
30
0
30
0
MU
LT
IP
LE
S O
F
BR
IC
K
CO
UR
SE
- M
AX
. 4
25
500
CONCRETE
STRIP FOOTING
TYPICAL STEP DETAIL
SCALE 1 : 25
10mm
I.J
MU
LT
IP
LE
S O
F
BR
IC
K
CO
UR
SE
- M
AX
. 4
25
11
50
45
05
0m
m
BL
IN
DIN
G
TYPICAL MODIFIED FOOTING SECTION
SCALE 1 : 25
Footing Depth + 600
G5 MATERIAL COMPACTED TO 95% MOD AASHTO IN LAYERS N. E 150
mm.FINAL DEPTH TO BE DETERMINED BY COLLAPSIBLE LAYER THICKNESS.
- 0.760
FOUNDING LEVEL
- 0.810
TOP OF FORMATION
- 1.260
BOTTOM G7 LAYER
-0.000
F. P. L
MIN
· FOR ALL EXCAVATIONS RESULTING IN DEPTHS EXCEEDING 1.5m, AN
ALLOWANCE FOR SHORING TO BE MADE AS WELL AS STRICT SAFETY
MEASURES TO BE CARRIED OUT WITH THE APPROVAL OF THE
HEALTH AND SAFETY PROFESSIONAL.
· ALL LATERAL SUPPORT DESIGNS TO BE SUBMITTED TO THE
ENGINEER FOR APPROVAL PRIOR TO ESTABLISHING ON SITE.
MODIFIED FOOTINGS NOTES
· WHERE COLLAPSIBLE SOILS EXIST, A PROVISION OF IMPORTED
MATERIAL TO BE ALLOWED FOR, TO INCLUDE TESTING OF EACH LAYER
TO ENSURE THE REQUIRED MOD IS ACHIEVED.
CONTRACT NUMBER :
SCALE SIZE
DRAWING No. REV
PROJECT NUMBER
f:\sntdp projects\77. vum
esa projects\current projects\04 - tshilw
avhusiku site\sntdp_77_p4_w
orking draw
ing.dw
g
DRAWING STATUS :
ISSUED DATE : No. OFF
FOR DESIGN CONSULTANT
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWN BY
DESIGN CHECKED BY
DRAWING CHECKED BY
APPROVAL CONSULTANT
REV NO. DESCRIPTION : DATE DRAWN
NOTES / COMMENTS :
PROJECT DESCRIPTION
DRAWING TITLE :
DESIGN CONSULTANT :
NAME : SIGNATURE
DATE : PR. ENG.NO.
A1AS SHOWN
A1 of 1
FOR INFORMATION
P4 - 01 -100
Copyright reserved - Vumesa (Pty) Ltd
FOUNDATION LAYOUT PLAN AND CROSSSECTIONS SHOWING CONSTRUCTION
DETAILS
N.A MBATHA31 / 01 / 2020 201470322
T. HLATSHWAYOT. HLATSHWAYON. A MBATHA
ISSUED FOR INFORMATION T. H
TEC05/2018
31-01-2020
VUM_77_12/19_001
N. A MBATHA
A
C
LIMPOMPO DEPARTMENT OF SOICIALDEVELOPMENT
TSHILWAVHUSIKU CLINICNEW MULTI PURPOSE OFFICE BLOCK
ALL DIMENSIONS TO BE CHECKED ON SITE PRIOR
TO THE COMMENCEMENT OF ANY WORK.
ANY DISCREPANCIES TO BE REPORTED TO THE
AUTHOR IMMEDIATELY.
THIS DRAWING IS TO BE READ IN
CONJUNCTION WITH ALL ARCHITECTURAL AND
STRUCTURAL DRAWINGS.
BUSINESS ADDRESS : CONTACT DETAILS :
Office 1B Deodant Building Tel : (031) 701 1038
10 Payne Street, Tel : (031) 701 1038
Pinetown, E-mail : [email protected]
3600 Website : www.vumesa.co.za
31/01/2020
8Y16-70b-200 B2
8Y
16
-7
0a
-2
00
B
1
8Y12-71b-200 T2
8Y
12
-7
1a
-2
00
T
1
70a
71
b
71a
70
b
PAD COLUMN REINFORCEMENT LAYOUT PLAN
( SHOWING COLUMNS C1, C2, C4 & C5 )
SCALE 1 : 25
A
---
A
---
8Y16-70b-200 B2
8Y12-71b-200 T2
8Y16-70a-200 B1
8Y12-71a-200 T1
72
8Y16-76-200 EF
72
Y10-74
STIRRUP
Y10-75a
STIRRUP
Y10-75b
STIRRUP
CONSTRUCTION
JOINT
Y10-75a
STIRRUP
T.O.C : + 0.085
T.O.C : + 0.170
170mm R.C SLAB
425 x 230
R.C Upstand
T.O.C : + 0.085
3 Ply Malthoid
Slip Joint
8Y16-76-200 EF
SECTION A - A
( THROUGHT COLUMNS C1, C2, C4 & C5 )
SCALE 1 : 25
8Y16-70b-200 B2
8Y12-71b-200 T2
8Y16-70a-200 B1
8Y12-71a-200 T1
7272
3Y20-90-200 EF
2Y20-90-200 SIDE
5Y
12
-9
1b
-2
00
ST
IR
RU
PS
91b
2Y12-91a
STIRRUP
T.O.C : + 0.170
T.O.C : + 0.085
REINFORCEMENT OF STUB COLUMN SUPPORT FOR C9
SCALE 1 : 25
B
---
B
---
220 x 220 x 6.0
S.H.S
3Y20-85-200 EF
2Y20-85-200 SIDE
5Y
12-86b-200
ST
IR
RU
PS
86b
2Y12-86a
STIRRUP
220 x 220 x 6
S.H.S
T.O.C : + 0.255
T.O.C : + 0.170
REINFORCEMENT OF STUB COLUMN SUPPORT FOR C8
SCALE 1 : 25
B
---
B
---
3Y20-80-200
SIDE
5Y
12
-9
1b
-2
00
ST
IR
RU
PS
2Y12-81a-200
LOCATING STIRRUPS
203 x 133 x 25 I-SECTION PF
SITE WELDED TO BASE PLATE
5Y20-80-200 EF
72
203 x 133 x 25 I-SECTION PF
FACTORY WELDED TO BASE PLATE
POCKET TO BE FILLED
25Mpa CONCRETE
3Y2080-200
SIDE
81b
90
T.O.C : + 0.170
REINFORCEMENT OF STUB COLUMN SUPPORT FOR C7
SCALE 1 : 25
525 x 145 x 10mm
THICK END PLATE
40 270
27
0
40
350
40
225 x 225 x 4.5 mm
S.H.S WITH 6mm FW
ALL ROUND
40
35
0
12mm BASE
PLATE
NOTE :
4 No. 22mm Ø HOLES
FOR M20 ANCHOR BOLTS
COLUMN C8 & C9 : 350 x 350 x 12mm BASE PLATE
SCALE 1 : 10
350
90
350x90x20mm THICK
WASHER PLATE
WITH Ø22mm HOLE
HOLDING DOWN BOLT DETAIL SHOWING
DOUBLE BOLT DETAIL
SCALE 1 : 5
150 m
m
7.5 Ø
P
OC
KE
T
20
60
BASE PLATE
M20 BOLT
320
6mm FILLET
45
45
40 270
SECTION
30
20
LEVELING
GROUT
40
6mm FILLET
20
60
270
STRUCTURAL STEEL NOTES:
1. Steelwork:
1.1. Structural steel to be Grade 300WA to SABS 1431-2005. Steel to
be free of laminations.
1.2. Fabrication of structural steelwork to be in accordance with BS
5400-1980 Part 6
1.3. All holes shall be drilled or punched.
1.4. Plates shall be sawn or machine flame cut.
1.5. Shop-detail drawings shall be approved by the Engineer before
fabrication commences.
1.6. After fabrication the nose shall be erected at the fabrication site.
Components shall then be suitably marked to facilitate re-erection
on site. No steps will be permitted in the bottom flange sliding
surface.
1.7. Fabrication and Assembly: In accordance with clause 6803 (J) of
the standard specifications.
1.7.1. Position: Transverse position at deck connection ± 10mm
1.7.2. Alignment: Deviation of center line of bottom flange from
specified line ± 3mm OVER 12m with MAXIMUM 5mm deviation
1.7.3. Surface Regularity: Surface regularity of sliding surface = 1mm
OVER 1m
1.7.4. Slope: Slope in both directions on the sliding surface = ± 0,1%
2. Connections:
2.1. Welded connection:
2.1.1. All welding shall be in accordance with SABS 044-1983 or latest
revised. Manufacturer is to submit welding procedure and
welders qualification report
2.1.2. All butt welds in web and flange plates shall be full penetration
V-notch butt welds.
2.1.3. All other welds shall be continuous fillet welds. Minimum fillet
weld sizes shall be as follows:
Thickness of thicker part: Weld Size:
-up to 12mm 5mm
-over 12mm up to 20mm 6mm
-over 20mm up to 40mm 8mm
-over 40mm up to 60mm 10mm
- except that the weld size does not have to exceed the
thickness of the thinner part.
2.2. Bolted connections:
2.2.1. Bolted connections shall be made using high strength friction grip
Grade 8.8 and 4.8 bolts. Bolts shall be used and installed in
accordance with SABS 094-1982 (turn of the nut method) A
maximum of one re-use only of HSFG bolts will be permitted.
2.2.2. Faying surfaces shall be blast cleaned to ensure a minimum
friction coefficient of 0.5 and shall be free of all deleterious
material.
3. Painting:
3.1. The underside of the bottom flanges (the sliding surfaces) shall
not be painted.
3.2. The remainder of the nose (with the exception of areas referred to
in 2.2.2 and 3.1 above) shall be painted with one coat of
zinc-chromate primer followed by one coat of undercoat as a
minimum acceptable specification.
COLUMN - A : 203 x 133 x 25 mm WITH
6mm FACTORY fw FIXING COLUMN
TO 10mm END PLATE WITH
6 x 18mm Ø HOLES. STEEL MEMBER
TO RECEIVE A 6mm SITE WELD ONTO
16mm BASE PLATE.
16mm BASE
PLATE
NOTE :
6 No. 22mm Ø HOLES
FOR M20 ANCHOR BOLTS
COLUMN C8 & C9 : 350 x 350 x 16mm BASE PLATE
SCALE 1 : 10
110 190 190 110
600
60
280
60
400
COLUMN B : 203 x 133 x 25 mm S.H.S WITH
6mm FACTORY fw FIXING COLUMN TO 10mm
END PLATE AND 16mm BASE PLATE WITH
6 x 18 Ø HOLES FOR M16 SITE CONNECTION
COLUMN - A AND 6 x 22 Ø HOLES FOR M20
ANCHOR BOLTS
90
90
90x90x20mm THICK
WASHER PLATE
WITH Ø22mm HOLE
HOLDING DOWN BOLT DETAIL SHOWING
SINGLE BOLT DETAIL
SCALE 1 : 5
M20 BOLT
300
45
45
45
SECTION
30
20
LEVELING
GROUT
6mm FILLET
45
150 m
m
7.5
Ø
P
OC
KE
T
20
60
203 x 133 x 25 I-SECTION PF
SITE WELDED TO BASE PLATE
203 x 133 x 25 I-SECTION PF
SITE WELDED TO BASE PLATE
END PLATE DETAIL 2 :
300 x 200 x 12mm THICK END
PLATE WITH 6 x 18Ø HOLES FOR
M16 BOLT AND NUT-SET.
END PLATE DETAIL 2 :
300 x 200 x 12mm THICK END
PLATE WITH 6 x 18Ø HOLES FOR
M16 BOLT AND NUT-SET.
254 x 146 x 31 I-SECTION PF
FACTORY WELDED TO BASE
PLATE
COLUMN - C9 ELEVATION
SCALE 1 : 25
125x75x8 L CLEAT
WELDED TO RAFTER
150x75x20x2 CFLC
WITH 4M16 G 4.8 BOLTS
FIXED TO CLEAT
350 x 350 x 16mm
BASE PLATE
525 x 145 x 10mm
THICK END PLATE
20°
8
0
°
60 90 90 60
300
50
100
50
200
12mm END
PLATE
COLUMN - A : 203 x 133 x 25 mm
WITH 6mm FACTORY fw FIXING
COLUMN TO 10mm END PLATE
WITH 6 x 18mm Ø HOLES FOR
RAFTER FIXING DETAIL 1
COLUMN C7 END PLATE DETAIL 2 :
300 x 200 x 12mm END PLATE ( 2 No. Of )
SCALE 1 : 10
CONTRACT NUMBER :
SCALE SIZE
DRAWING No. REV
PROJECT NUMBER
f:\sntdp projects\77. vum
esa projects\current projects\04 - tshilw
avhusiku site\sntdp_77_p4_w
orking draw
ing.dw
g
DRAWING STATUS :
ISSUED DATE : No. OFF
FOR DESIGN CONSULTANT
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWN BY
DESIGN CHECKED BY
DRAWING CHECKED BY
APPROVAL CONSULTANT
REV NO. DESCRIPTION : DATE DRAWN
NOTES / COMMENTS :
PROJECT DESCRIPTION
DRAWING TITLE :
DESIGN CONSULTANT :
NAME : SIGNATURE
DATE : PR. ENG.NO.
A1AS SHOWN
A1 of 1
FOR INFORMATION
P4 - 01 - 120
Copyright reserved - Vumesa (Pty) Ltd
OFFICE BLOCK FOUNDATION
SUB-STRUCTURE, COLUMNAND REINFORCEMENT DETAILS
N.A MBATHA31/ 01 / 2020 201470322
T. HLATSHWAYOT. HLATSHWAYON. A MBATHA
ISSUED FOR INFORMATION T. H
31-01-2020
N. A MBATHA
A
C
BUSINESS ADDRESS : CONTACT DETAILS :
Office 1B Deodant Building Tel : (031) 701 1038
10 Payne Street, Tel : (031) 701 1038
Pinetown, E-mail : [email protected]
3600 Website : www.vumesa.co.za
TEC05/2018VUM_77_12/19_001
LIMPOMPO DEPARTMENT OF SOICIALDEVELOPMENT
TSHILWAVHUSIKU CLINICNEW MULTI PURPOSE OFFICE BLOCK
CONCRETE & REINFORCING
6. ALL EXPOSED FORMED FACES TO RECEIVE :
SMOOTH F2 FINISH
ALL EXPOSED UNFORMED FACES TO RECEIVE :
SMOOTH STEEL
FLOATED FINISH.
1. ALL EXPOSED EDGES TO BE CHAMFERED 20x20
UNLESS OTHERWISE NOTED
2. MIN. CONCRETE COVER TO REINFORCEMENT = 30 mm
3. MINIMUM LAP LENGTH = 45 x DIA. OF BAR
4. ABBREVIATIONS USED :
5. NOTATION FOR CALLING UP BARS :
SPACING
POSITION
NO OF BARS
BAR MARK
BAR TYPE & DIA.
5 Y12 - 264 - 200 EF
T - TOP
B - BOTTOM
CTS - CENTRES
MJ - MOVEMENT JOINT
CJ - CONTRACTION JOINT
EF - EACH FACE
ABR - ALTERNATE BARS REVERSED
NOTES:
GENERAL NOTES
1. ALL LEVELS AND DIMENSIONS TO BE CHECKED ONSITE.
2. THIS DRAWING TO BE READ IN CONJUNCTION WITH
THE ARCHITECTURAL DRAWINGS.
3. ALL CONCRETE WORK TO COMPLY WITH SABS 1200G.
4. CONCRETE CLASS :-
STRIP FOOTINGS & BASES = 25 MPa
RETAINING WALLS = 25 MPa
SURFACE BEDS = 25 MPa
BLINDING = 10 MPa
5. COVER TO REINFORCEMENT :-
STRIP FOOTINGS & BASES = 50 mm
SLABS - on the ground - Bot. = 50 mm
SLABS - on the ground - Top = 25 mm
MASONRY REINF. CONCRETE RETAINING WALLS - earth face = 25 mm
COLUMNS = 30 mm
6. ALL FOUNDATION EXCAVATIONS TO BE INSPECTED BY THE ENGINEER
PRIOR TO CASTING OF CONCRETE.
7. ALL REINFORCING FIXING TO BE INSPECTED BY THE ENGINEER PRIOR
TO CASTING OF CONCRETE.
8. SIX CUBES TO BE TAKEN PER POUR.
THREE TO BE TESTED AT SEVEN DAYS, THE REMAINDER AT TWENTY
EIGHT DAYS. THE RESULTS TO BE FORWARDED TO THE ENGINEER.
9. CONTRACTOR TO CONSTRUCT A BLINDING LAYER IF SOIL CONDITIONS
RESULT IN REINFORCEMENT COVER NOT BEING MAINTAINED.
10. ALL STRUCTURAL CONCRETE TO BE CURED FOR A MINIMUM OF FIVE
DAYS.
11. BRICKWORK SHOWN HATCHED ARE LOAD BEARING. ALL LOAD BEARING
BRICKWORK TO BE 14MPa NFX. TOP OF ALL BRICKWORK TO RECEIVE 2
LAYERS OF 3 PLY MALTHOID ON SMOOTH RENDERED SURFACE.
12. ALL CONCRETE PLASTER AND BRICKWORK PLASTER INTER-FACES TO
RECEIVE V-JOINTS.
13. THE ENGINEER REQUIRES 48HRS NOTICE FOR ALL INSPECTIONS.
14. ALL WORKS TO BE IN ACCORDANCE WITH SANS 1200
ALL DIMENSIONS TO BE CHECKED ON SITE PRIOR
TO THE COMMENCEMENT OF ANY WORK.
ANY DISCREPANCIES TO BE REPORTED TO THE
AUTHOR IMMEDIATELY.
THIS DRAWING IS TO BE READ IN
CONJUNCTION WITH ALL ARCHITECTURAL AND
STRUCTURAL DRAWINGS.
31/01/2020
A
1
BCDEFGHIKL
2
4
5
6
7
8
9
10
11
3
12
13
14
N
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
S.C
.J
S.C
.J
S.C
.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
125mm THICK SURFACE BED WITH
MESH REF. 245 - T. O. C : + 0.255mm
125mm THICK SURFACE BED WITH
MESH REF. 245 - T. O. C : + 0.255mm
125mm THICK SURFACE BED WITH
MESH REF. 245 - T. O. C : + 0.255mm
125
mm
T
HIC
K S
UR
FA
CE
B
ED
W
IT
H
ME
SH
R
EF
. 2
45
- T
. O
. C
: +
0
.08
5m
m
125
mm
T
HIC
K S
UR
FA
CE
B
ED
W
IT
H
ME
SH
R
EF
. 2
45
- T
. O
. C
: +
0
.17
0m
m
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. JI. J
I. J
I. J I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
S.C.JS.C.JS.C.J
S.C.J
S.C
.J
S.C
.J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C. J
C
.
J
C
.
J
C
.
J
C
.
J
C
.
J
C
.
J
C
.
J
C
.
J
C
.
J
C
.
J
125mm THICK SURFACE BED WITH
MESH REF. 245 - T. O. C : + 0.255mm
125
mm
T
HIC
K S
UR
FA
CE
B
ED
W
IT
H
ME
SH
R
EF
. 2
45 - T
. O
. C
: +
0
.25
5m
m
125mm THICK SURFACE BED WITH
MESH REF. 245 - T. O. C : + 0.255mm
125mm THICK SURFACE BED WITH
MESH REF. 245 - T. O. C : + 0.255mm
125mm THICK SURFACE BED WITH
MESH REF. 245 - T. O. C : + 0.255mm
12
5m
m T
HIC
K S
UR
FA
CE
B
ED
W
IT
H
ME
SH
R
EF
. 2
45
- T
. O
. C
: +
0.2
55
mm
12
5m
m T
HIC
K S
UR
FA
CE
B
ED
W
IT
H
ME
SH
R
EF
. 2
45 - T
. O
. C
: +
0
.2
55
mm
125mm THICK SURFACE BED WITH
MESH REF. 245 - T. O. C : + 0.255mm
125
mm
T
HIC
K S
UR
FA
CE
B
ED
W
IT
H
ME
SH
R
EF
. 2
45 - T
. O
. C
: +
0
.25
5m
m
C. JC. J
C. J
C. J
C. J
C. J
C. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J I. J
I. J
I. J I. JI. J
I. J
I. J
I. J I. J
I. J
I. J I. J
I. J
I. J
I. J
Detail A
Detail A
Detail A
Detail A
De
ta
il A
De
ta
il A
De
ta
il A
De
ta
il A
I. J I. J I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I. J
I. J I. J I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I.J
I.J
I.J
I.J
I.J
I.J
I.J
I. J
I. J
I. J
I. J
I. J
I. J
C. J
C. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
I. J
125mm THICK SURFACE BED WITH
MESH REF. 245 - T. O. C : + 0.255mm
C
.
J
I. J
C
.
J
C
.
J
C
.
J
C
.
J
C
.
J
C
.
J
C
.
J
C. J
C
.
J
C
.
J
C
.
J
C
.
J
C
.
J
C
.
J
C
.
J
C
.
J
C1
16
55
37
00
31
60
42
70
17
30
45
00
20
30
38
50
55
50
38
80
21
15
46
05
31
35
C2
C3
C4C5C6
C9
C7
SURFACE BED AND COLUMN LAYOUT PLAN
SCALE 1 : 100
B
---
B
---
A
---
A
---
C
---
C
---
D
---
D
---
E
---
E
---
4515 6590 2515 6390 5230 9860 1875 4515 1915 4630
C8
85m
m
ST
EP
17
0m
m
ST
EP
85mm
STEP
85
mm
ST
EP
85
mm
ST
EP
85
mm
ST
EP
85
mm
ST
EP
85
mm
ST
EP
170
mm
ST
EP
85
mm
ST
EP
85m
m
ST
EP
GENERAL NOTES:
1. READ THE DRAWINGS IN CONJUNCTION WITH ALL RELEVANT
SPECIFICATIONS, AND SERVICE DRAWINGS. ANY UNCERTAINTIES IN
THE SPECIFICATIONS OR ON DRAWINGS MUST BE REPORTED TO THE
ENGINEER AS SOON AS POSSIBLE. ANY DISCREPANCIES BETWEEN THE
SPECIFICATIONS AND THE DRAWING MUST BE REPORTED TO THE
ENGINEER.
2. NO DEVIATION FROM THE DETAILS ON THE DRAWING WILL
BE ALLOWED WITHOUT THE WRITTEN CONSENT OF
THE ENGINEER.
3. THESE DRAWINGS MAY NOT BE COPIED OR RE-USED
WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
4. IN GENERAL, CONCRETE (STRUCTURAL) SHALL COMPLY WITH SABS
1200-1982.
5. CONCRETE CLASS:
BLINDING LAYER - CLASS C 15/19
STRIP FOOTINGS (BRICKWALLS) - CLASS F 25/19
TRENCHES - CLASS F 25/19
6. SURFACE FINISHES:
FORMED SURFACES:
UNEXPOSED SURFACES - ROUGH.
EXPOSED SURFACES - SMOOTH.
UNFORMED SURFACES:
TOP OF WALLS - STEEL TROWELLED.
FLOORS OF TRENCHES - WOOD FLOATED.
ENTRANCE RAMPS, - WOOD FLOATED.
ALL EXPOSED SHARP CORNERS SHALL BE CHAMFERED AS FOLLOWS:
ALL CORNERS (EXCEPT WHERE OTHERWISE SHOWN) 25x25mm.
7. 50mm BLINDING LAYER UNDER ALL FOUNDATIONS.
8. CONCRETE COVER TO REINFORCEMENT:
FOUNDATIONS - 50mm
9. ALL FOUNDATION EXCAVATIONS MUST BE INSPECTED AND APPROVED
BY THE ENGINEER BEFORE PLACING OF REINFORCEMENT OR CASTING
OF CONCRETE. IF THE FOUNDING LEVEL AS PER DRAWING IS NOT
SUITABLE, FURTHER EXCAVATIONS SHALL BE DONE TO A DEPTH AS
DETERMINED BY THE ENGINEER ON SITE. THE ENGINEER MAY
INSTRUCT THAT CERTAIN EXCAVATIONS BE BACKFILLED WITH MASS
CONCRETE TO REQUIRED LEVEL. (CLASS AS PER ITEM5 ABOVE).
10.LAP AND ANCHORAGE LENGTH 50 x DIAMETER OF REINFORCEMENT.
11. AFTER PLACING, ALL REINFORCEMENT MUST BE CHECKED AND
APPROVED BY THE ENGINEER ON SITE BEFORE CASTING OF CONCRETE.
12.NO HOLES OR NOTCHES SHALL BE CUT, CHIPPED OR FORMED IN
CONCRETE UNLESS APPROVED BY THE ENGINEER.
13.DURING COLD OR WET WEATHER CONCRETE MUST BE
HANDLED IN ACCORDANCE WITH SPECIFICATIONS.
14.REMOVAL OF SHUTTERING TO BE DONE IN ACCORDANCE WITH
SPECIFICATIONS.
15.LOADINGS ON CONCRETE FIRST FLOOR SLABS MAXIMUM
100kg/m².
16.LOADING:
PERMISSIBLE BEARING PRESSURE:
COLUMN BASES - 150Kpa
NOMINAL IMPOSED FLOOR LOADS:
ROOF SLABS - 1.5KN/m²
17.FOUNDING DEPTH :
ALL EXCAVATION DEPTHS TO BE AT A PROVISIONAL DEPTH OF 1.275m
BELOW FINISHED PLATFORM LEVEL.
WHERE CONDITIONS ARE NOT SUITED FOR A NORMAL RAFT AN
ALLOWANCE FOR IMPORTING OF SUITABLE MATERIAL TO BE PROVIDED
AT A DEPTH OF 450mm ( 3 LAYERS 150mm) BELOW FOOTINGS AND
COMPACTED TO 97% MOD ASSHTO FOR MODIFIED STRIP FOOTING.
18.BACKFILL:
SELECTED FILL BENEATH SURFACE BEDS TO BE SELECTED GRANULAR
MATERIAL COMPACTED IN 150mm LAYERS TO 95% MOD. AASHTO
DENSITY. FOUNDING LEVEL TO BE CONFIRMED BY THE ENGINEER.
TEAR-OFF STRIP
APPROVED COMPRESSABLE
10mm THICK JOINTEX OR SIMILAR
JOINT FILLER WITH 10x10mm
DETAIL I.J
SCALE 1 : 25
WITH POLYETHYLENE BOND-
BREAKER BACKING TAPE
10x10 APPROVED SEALANT
APPROVED JOINT SEALANTS :
· SIKAFLEX 35SL
· DURAKOL 25
· PROSTRUCT 642 OR 644
MESH REINFORCEMENT
MIN 300 LAPS
DETAIL - CJ
SCALE 1 : 25
MIN 300 LAPS
MESH REINFORCEMENT
BOND-BREAKING COMPOUND
(LIME WASH OR BITUMEN)
APPLIED TO EXPOSED JOINT
SURFACE BEFORE 2ND POUR
CONSTRUCTION JOINT DIMENSIONS
SLAB THICKNESS
"D"mm
100
125
150
175
200
225
66
56
85
75
47
37
"A" "B"
3
3
4
4
5
5
"C"
25
20
35
30
45
40
"E"
13
10
18
15
23
20
250 94 6 50 25
10x10 APPROVED SEALANT
WITH POLYETHYLENE BOND-
BREAKER BACKING TAPE
10mm THICK JOINTEX WITH
10x10mm TEAR OFF STRIP
D
A
B
C
B
A
E
MESH TO STOP 75mm
EACH SIDE OF JOINT
· SIKAFLEX 35SL
· DURAKOL 25
· PROSTRUCT 642 OR 644
APPROVED JOINT SEALANTS :
A MINIMUM OF 7 DAYS AFTER
CONCRETE IS CAST
JOINT REAMED TO 10x10mm
3mm WIDE SAW CUT.
DETAIL S.C.J
SCALE 1 : 25
MESH TO STOP 75mm
EACH SIDE OF JOINT
65
"A"
25
35
50
55
40
45
SAW CUT DEPTH
250
225
200
175
150
"D"mm
SLAB THICKNESS
125
100
D
A
CUT AS SOON AS CONCRETE
HAS HARDENED SUFFICIENTLY
TO PREVENT DISLODGEMENT OF
AGGREGATE PARTICLES (8 TO
24 HOURS AFTER CASTING)
SEAL JOINT WITH APPROVED
JOINT SEALANT WITH BACKING
CORD AND BOND BREAKER STRIP
APPROVED JOINT SEALANTS :
· SIKAFLEX 35SL
· DURAKOL 25
· PROSTRUCT 642 OR 644
THROUGH EACH SIDE OF JOINT
MESH TO BE CONTINUOUS
I. J - ISOLATION JOINT DETAIL
( FOR CAVITY WALL )
SCALE 1 : 10
10mm IMPREGNATED
SOFTBOARD
10mm POLYSULPHIDE
JOINT SEALER
DPC
DPM TURNED UP INTO
JOINT AND TUCKED
UNDER DPC
425m
m
5 C
ourses
425m
m
5 C
ourses
TYPICAL CAVITY WALL DETAILS SHOWING OF
VERTICAL PLACEMENT OF BUTTERFLY TIES
SCALE 1 : 10
CAVITY
TOTAL WIDTH
TYPICAL DETAILS OF HORIZONTAL PLACEMENT OF BUTTERFLY TIES
SCALE 1 : 10
800 800
CA
VIT
Y
TO
TA
L W
ID
TH
CA
VIT
Y
100
200
25
R
1
3
TYPICAL DETAILS OF BUTTERFLY WALL TIES
SCALE 1 : 5
CAVITY NOTES :
· ALL MORTAR DROPPINGS SHOULD BE CLEANED
AND NEVER ALLOWED TO BUILD UP IN THE BASE
· NO MORTAR TO BE LEFT TO COLLECT ON THE
WALL TIES
· CONSTRUCTION TO BE IN LOW-LIFTS N.E 1M MAX.
125mm THICK REINFORCED
SURFACE BED
150
150
MATERIAL COMPACTED TO
95 % MOD. AASHTO IN
150mm LAYERS
250 MICRON PVC MEMBRANE
AND COMPACTED FILL
TYPICAL LAYERWORKS UNDER SLABS
SCALE 1 : 20
MESH REF. 245 PLACED
30mm FROM TOP OF SLAB
COLUMN SCHEDULE
COLUMN TYPE COLUMN SIZE NUMBER OFF
'C1 - C6 ' 440x440mm 6
'C7' 1500x1000mm 1
' C9' 1
COLUMN TYPE
'C8'
220x200x6mm 1
REINFORCED CONCRETE COLUMN
REINFORCED STUB COLUMN
SQUARE HOLLOW SECTION - SHS
SQUARE HOLLOW SECTION - SHS220x220x6mm
I. J
C.J
SURFACE BED LEGEND
S.C.J
SYMBOL TAG DESCRIPTION
ISOLATION JOINT
CONSTRUCTION JOINT
SAW CUT JOINT
ALL DIMENSIONS TO BE CHECKED ON SITE PRIOR
TO THE COMMENCEMENT OF ANY WORK.
ANY DISCREPANCIES TO BE REPORTED TO THE
AUTHOR IMMEDIATELY.
THIS DRAWING IS TO BE READ IN
CONJUNCTION WITH ALL ARCHITECTURAL AND
STRUCTURAL DRAWINGS.
CONTRACT NUMBER :
SCALE SIZE
DRAWING No. REV
PROJECT NUMBER
f:\sntdp projects\77. vum
esa projects\current projects\04 - tshilw
avhusiku site\sntdp_77_p4_w
orking draw
ing.dw
g
DRAWING STATUS :
ISSUED DATE : No. OFF
FOR DESIGN CONSULTANT
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWN BY
DESIGN CHECKED BY
DRAWING CHECKED BY
APPROVAL CONSULTANT
REV NO. DESCRIPTION : DATE DRAWN
NOTES / COMMENTS :
PROJECT DESCRIPTION
DRAWING TITLE :
DESIGN CONSULTANT :
NAME : SIGNATURE
DATE : PR. ENG.NO.
A1AS SHOWN
A1 of 1
FOR INFORMATION
P4 - 01 - 200
Copyright reserved - Vumesa (Pty) Ltd
SURFACE BED LAYOUT PLAN ANDTYPICAL DETAILS
N.A MBATHA31 / 01 / 2020 201470322
T. HLATSHWAYOT. HLATSHWAYON. A MBATHA
ISSUED FOR INFORMATION T. H
31-01-2020
N. A MBATHA
A
C
BUSINESS ADDRESS : CONTACT DETAILS :
Office 1B Deodant Building Tel : (031) 701 1038
10 Payne Street, Tel : (031) 701 1038
Pinetown, E-mail : [email protected]
3600 Website : www.vumesa.co.za
TEC05/2018VUM_77_12/19_001
LIMPOMPO DEPARTMENT OF SOICIALDEVELOPMENT
TSHILWAVHUSIKU CLINICNEW MULTI PURPOSE OFFICE BLOCK
31/01/2020
MASONRY NOTES:
BRICK FORCE AT VERTICAL CENTRES NOT EXCEEDING
425mm IN ALL SUPERSTRUCTURE WALLS WITH
ADDITIONAL LAYERS AS FOLLOWS :
· IN EVERY COURSE IN ALL FOUNDATION MASONARY.
· IN TWO COURSES IMMEDIATELY ABOVE FLOOR
SLAB.
· IN TWO COURSES IMMEDIATELY BELOW WINDOWS
· IN FIVE COURSES IMMEDIATELY BELOW THE WALL
· PLATE OR ROOF SLAB. EXTENDING 600mm BEYOND
OPENING.
· IN EVERY COURSE ABOVE ALL LINTELS EXTENDING
600mm BEYOND OPENINGS.
BRICKFORCE TO BE DISCOUNTED AT ARTTICULATION
JOINTS.
MINIMUM LAP LENGTH TO BE :
BRICKFORCE - 300mm
LINTELS TO BE PLACED ABOVE ALL WINDOWS,
OPENINGS AND EXTERNAL DOORS.
ALL MASONRY TO BE CONSTRUCTED IN STRETCHER
BOND, AND USING CLAY MASONRY UNITS OF MIN
10MPa IN STRENGTH USING CLASS 2 MORTAR.
F
F
GH
H
I
I
55
66
77
88
99
1010
1111
1212
1313
G
21
20
45 deg KNEE BRACES
60 x 60 x 6L
2120
45 deg KNEE BRACES
60 x 60 x 6L
TR
US
S
TR
US
S
TR
US
S
TR
US
S
TR
US
S
TR
US
S
TR
US
S
TR
US
S
50x50x3L
50x50x3L
50x50x3L
50x50x3L
50x50x3L50x50x3L
50x50x3L 50x50x3L
50x50x3L
50x50x3L
3° R
OO
F P
IT
CH
3° R
OO
F P
IT
CH
3° R
OO
F P
IT
CH
RAFTER IPE 200RAFTER IPE 200
RAFTER IPE 200 RAFTER IPE 200
ROOF PLAN
SCALE 1 : 100
12
GHI
935 1350 1550 1550 1550 1550 420
8905
551
983
GRID LINE SECTION 12 - 12
45 deg KNEE BRACES
60x60x6L
12
SCALE 1 : 50
F
G
HI
1350 1550 1550 1550 1550 1550 1550 1550
14135
1000935
12
37
55
1
GRID LINE SECTION 7 - 7
45 deg KNEE BRACES
60x60x6L
77
SCALE 1 : 50
STRUCTURAL STEEL ELEMENTS
(SECTION 12-12)
TOTAL LENGTH OF MEMBER (m)
TOP CHORD8,91
BOTTOM CHORD8,91
DIAGONALS10,76
VERTICALS6,18
TRUSS MEMBERS DESIGNATION:
TOP CHORD - 100 x 100 x 8
BOTTOM CHORD - 90 x 90 x 8
DIAGONALS - 60 x 60 x 6
PURLINS - 150 x 50 x 20 x 20
VERTICALS - 70 x 70 x 6
EAVES BEAM - IPE-AA 200
STRUCTURAL STEEL ELEMENTS
(SECTION 7-7)
TOTAL LENGTH OF MEMBER (m)
TOP CHORD14,10
BOTTOM CHORD14,10
DIAGONALS17,00
VERTICALS9,79
IP
E 200
350
90
70
4-M20 H.D
BOLTS
300x16PL x 250
R.C
R
IN
G B
EA
M
F
TYPICAL TRUSS TO RING
BEAM CONNECTION
25
CONTRACT NUMBER :
SCALE SIZE
DRAWING No. REV
PROJECT NUMBER
e:\sn
td
p p
ro
je
cts\7
7. vu
me
sa
p
ro
je
cts\#
p
01
- ld
sd
d
eve
lo
pe
mt p
ro
je
cts\in
fo
rm
atio
n re
ce
ive
d\issued structural de
ta
ils\idt lim
pop
o structural dra
win
gs.dw
g
DRAWING STATUS :
ISSUED DATE : No. OFF
FOR DESIGN CONSULTANT
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWN BY
DESIGN CHECKED BY
DRAWING CHECKED BY
APPROVAL CONSULTANT
REV NO. DESCRIPTION : DATE DRAWN
NOTES / COMMENTS :
PROJECT DESCRIPTION
DRAWING TITLE :
DESIGN CONSULTANT :
NAME : SIGNATURE
DATE : PR. ENG.NO.
A1AS SHOWN
A1 of 1
FOR INFORMATION
STR - 310
Copyright reserved - Vumesa (Pty) Ltd
ROOF DETAILS
V. H. KHUMALO06 / 02 / 2020 201070114
S. KHUMALOS. KHUMALON. BUTHELEZI
ISSUED FOR INFORMATION S. K.
TEC05/2018
06-02-2020
VUM_77_12/19_001
N. BUTHELEZI
A
C
LIMPOMPO DEPARTMENT OF SOICIALDEVELOPMENT
BUSINESS ADDRESS : CONTACT DETAILS :
Office 1B Deodant Building Tel : (031) 701 1038
10 Payne Street, Fax : (031) 701 0963
Pinetown, E-mail : [email protected]
3600 Website : www.vumesa.co.za
06/02/2020
20
0
IPE 200
150x50x20x20
PURLINS
IPE 200 RAFTER SECTION
SCALE 1 : 50
GH I
DETAIL 1
150x50x20x20
PURLINS
IPE 200
2 M16 BOLTS
10mm PLATE
DETAIL 1 TYPICAL DETAIL OF
COLUMN CONNECTION
SCALE 1 : 25
100x100x10mm
PLATE
6mm WELD
6mm WELD
10mm PLATE
4xM12 BOLTS
VERANDA ROD SUPPORT
DETAIL
SCALE 1 : 25
1.8m M20 HIGH
TENSILE BAR
ROOF PLAN
100x100x3mm
SHS
75x50x20x2mm
PURLINS
M20 HIGH
TENSILE BAR
100x100x3mm
SHS
864 885 885 885 864
23
37
23
37
23
37
23
37
23
37
30x30x3mm
EQUAL ANGLE
SECTION
SCALE 1 : 50
GHI
11
12
13
14
1:50
1:50
1:50
1:50
180 R.C SLAB TO FALL 1:50
AS INDICATED 4mm FULLY
TORCHED WATERPROOFING
TORCH-ON BITUMEN MEMBRANE.
R.C COLUMN
350x350mm
ROOF PLAN
SCALE 1 : 100
1515
CATCHPIT
C1
C1 C1
C1
C1
C1
C1
COLUMN UNDERC1
C1=150x4.0mm CHS
BCDE
10
11
12
1:50
1:50
1
:
5
0
1:50
180 R.C SLAB TO FALL 1:50
AS INDICATED 4mm FULLY
TORCHED WATERPROOFING
TORCH-ON BITUMEN MEMBRANE.
14
14
ROOF PLAN
SCALE 1 : 100
150x4.0mm
CHS
CATCHPIT
C1 C1
C1
C1
C1
COLUMN UNDERC1
C1=150x4.0mm CHS
CONTRACT NUMBER :
SCALE SIZE
DRAWING No. REV
PROJECT NUMBER
e:\sn
td
p p
ro
je
cts\7
7. vu
me
sa
p
ro
je
cts\#
p
01
- ld
sd
d
eve
lo
pe
mt p
ro
je
cts\in
fo
rm
atio
n re
ce
ive
d\issued stru
ctu
ra
l d
eta
ils\id
t lim
po
po stru
ctu
ra
l d
ra
wing
s.d
wg
DRAWING STATUS :
ISSUED DATE : No. OFF
FOR DESIGN CONSULTANT
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWN BY
DESIGN CHECKED BY
DRAWING CHECKED BY
APPROVAL CONSULTANT
REV NO. DESCRIPTION : DATE DRAWN
NOTES / COMMENTS :
PROJECT DESCRIPTION
DRAWING TITLE :
DESIGN CONSULTANT :
NAME : SIGNATURE
DATE : PR. ENG.NO.
A1AS SHOWN
A1 of 1
FOR INFORMATION
STR - 330
Copyright reserved - Vumesa (Pty) Ltd
CONCRETE COVERED WALKWAYAND CANOPY DETAIL
V. H. KHUMALO06 / 02 / 2020 201070114
S. KHUMALOS. KHUMALON. BUTHELEZI
ISSUED FOR INFORMATION S. K.
TEC05/2018
06-02-2020
VUM_77_12/19_001
N. BUTHELEZI
A
C
LIMPOMPO DEPARTMENT OF SOICIALDEVELOPMENT
BUSINESS ADDRESS : CONTACT DETAILS :
Office 1B Deodant Building Tel : (031) 701 1038
10 Payne Street, Fax : (031) 701 0963
Pinetown, E-mail : [email protected]
3600 Website : www.vumesa.co.za
06/02/2020
DE
230x350mm R.C
BEAM
1:50
SECTION 8 - 8
SCALE 1 : 50
180 R.C SLAB
TO FALL AS PER
ENGINEER DETAILS
G H
11
11
SECTION 10 - 10
SCALE 1 : 50
5300x425x280mm R.C
BEAM
FG
1:50
SECTION 9 - 9
SCALE 1 : 50
150x4.0 CHS
JKL
180 R.C SLAB
OR 180 RIB & BLOCK SLAB
SECTION 12 - 12
SCALE 1 : 50
SECTION 11 - 11
SCALE 1 : 20
425
280
1:50
230 230
2075
45
5
SECTION 15 - 15
SCALE 1 : 25
17
0
1:50
230 230
1960
45
5
SECTION 14 - 14
SCALE 1 : 25
150x4.0mm
CHS
CHS FIXED ON
250x300x10mm PLATE
4-M16 BOLTS
GHI
11
12
13
14
1:50
1:50
1:50
1:50
180 R.C SLAB TO FALL 1:50
AS INDICATED 4mm FULLY
TORCHED WATERPROOFING
TORCH-ON BITUMEN MEMBRANE.
R.C COLUMN
350x350mm
ROOF PLAN
SCALE 1 : 100
1515
CATCHPIT
C1
C1 C1
C1
C1
C1
C1
COLUMN UNDERC1
C1=150x4.0mm CHS
BCDE
10
11
12
1:50
1:50
1
:
5
0
1:5
0
180 R.C SLAB TO FALL 1:50
AS INDICATED 4mm FULLY
TORCHED WATERPROOFING
TORCH-ON BITUMEN MEMBRANE.
14
14
ROOF PLAN
SCALE 1 : 100
150x4.0mm
CHS
CATCHPIT
C1 C1
C1
C1
C1
COLUMN UNDERC1
C1=150x4.0mm CHS
RING BEAM LAYOUT
BM
1=
280x425 D
P
@
L
VL
0.000
BM
1=
280x425 D
P
@
L
VL
0.000
FGHI
5
6
7
8
9
10
11
12
13
BM
1
=2
30
x4
25
D
P
@
L
VL
0
.0
00
BM
1
=2
30
x4
25
D
P
@
L
VL
0
.0
00
29
86
5
24
65
79
75
20
12
0
BM
1=
280x425 D
P
@
LV
L 0.000
BM
1=
280x425 D
P
@
LV
L 0.000
BM
1=
280x425 D
P
@
LV
L 0.000
BM
1=
280x425 D
P
@
LV
L 0.000
BM
1=
280x425 D
P
@
LV
L 0.000
BM
1=
280x425 D
P
@
LV
L 0.000
BM
1=
280x425 D
P
@
LV
L 0.000
SCALE 1:100
280
42
5
TYPICAL RING
BEAM
SCALE 1 : 25
CONTRACT NUMBER :
SCALE SIZE
DRAWING No. REV
PROJECT NUMBER
e:\sn
td
p p
ro
je
cts\7
7. vu
me
sa
p
ro
je
cts\#
p
01
- ld
sd
d
eve
lo
pe
mt p
ro
je
cts\in
fo
rm
atio
n re
ce
ived\issu
ed
stru
ctural de
tails\id
t lim
po
po
stru
ctural draw
in
gs.dw
g
DRAWING STATUS :
ISSUED DATE : No. OFF
FOR DESIGN CONSULTANT
FUNCTION NAME SIGNATURE
DESIGNED BY
DRAWN BY
DESIGN CHECKED BY
DRAWING CHECKED BY
APPROVAL CONSULTANT
REV NO. DESCRIPTION : DATE DRAWN
NOTES / COMMENTS :
PROJECT DESCRIPTION
DRAWING TITLE :
DESIGN CONSULTANT :
NAME : SIGNATURE
DATE : PR. ENG.NO.
A1AS SHOWN
A1 of 1
FOR INFORMATION
STR - 300
Copyright reserved - Vumesa (Pty) Ltd
SLAB & STEEL ROOF DETAILS
V. H. KHUMALO06 / 02 / 2020 201070114
S. KHUMALOS. KHUMALON. BUTHELEZI
ISSUED FOR INFORMATION S. K.
TEC05/2018
06-02-2020
VUM_77_12/19_001
N. BUTHELEZI
A
C
LIMPOMPO DEPARTMENT OF SOICIALDEVELOPMENT
BUSINESS ADDRESS : CONTACT DETAILS :
Office 1B Deodant Building Tel : (031) 701 1038
10 Payne Street, Fax : (031) 701 0963
Pinetown, E-mail : [email protected]
3600 Website : www.vumesa.co.za
06/02/2020