CTU PORTFOLIO Multi - Discipline Course Stefan van Heerden
TABLE OF CONTENTS Civil House Mechanical Assembly
Civil House Project
Window Schedule Type
Height
4x2 and 2x2 4x2 and 1219 2x2 6x3 and 2x3 6x3 and 2x3 6x3 and 2x3 6x3 and 2x3 6x3 and 2x3 6x3 and 2x3
1600
914
1600
914
1600
914
1600
914
1600
914
1
1
1
1
150
2051
953
150
2051
953
150
2051
953
0
2051
953
0
2051
953
150
2051
953
0
2051
953
0
2051
953
150
Count 1
1 1 1
Type
Height
2_panel_eyebrow_do or_36quotx80quot_1 5803 2500mm Wide 5000mm Wide Custom_Double_Pan el_Glass_Door_1504 5 (1)
2051
2100 2200 2134
Width 953
2500 5000 914
Sill Height
Name
Area
915 915
150 Abertura_de_Vo_Paramtrica_14646 Abertura_d 1300 e_Vo_Para mtrica_146 46 Abertura_d 1300 e_Vo_Para mtrica_146 46 Abertura_d 1300 e_Vo_Para mtrica_146 46
0 0 0
610
914
2230
1930
914
610
1
953
Sill Height
610
1330
1
2051
Width
610
406
1830
1
Height
610
2438
2_panel_eyebrow_do or_36quotx80quot_1 5803 2_panel_eyebrow_do or_36quotx80quot_1 5803 2_panel_eyebrow_do or_36quotx80quot_1 5803 2_panel_eyebrow_do or_36quotx80quot_1 5803 2_panel_eyebrow_do or_36quotx80quot_1 5803 2_panel_eyebrow_do or_36quotx80quot_1 5803 2_panel_eyebrow_do or_36quotx80quot_1 5803 2_panel_eyebrow_do or_36quotx80quot_1 5803 2_panel_eyebrow_do or_36quotx80quot_1 5803
1
406
2210
1
Type
406 406
610
610
1830 1220
2100
2200
2153
2700
2210
610
915 915
Window Legend Door Legend 1 : 50
1 : 100
610
610
2500
5000
1156
1830
4000
1220
1930
1981
Width
1300
1300
1300
1300
1300
Abertura_de_Vo_Paramtrica_14646 2 Abertura_d 2200 e_Vo_Para mtrica_146 46 2 Abertura_d 2200 e_Vo_Para mtrica_146 46 2 Abertura_d 2200 e_Vo_Para mtrica_146 46 2 Abertura_d 2200 e_Vo_Para mtrica_146 46 2 Abertura_d 2200 e_Vo_Para mtrica_146 46 2 Abertura_d 2200 e_Vo_Para mtrica_146 46 2 Abertura_d 2200 e_Vo_Para mtrica_146 46 2 Abertura_d 2200 e_Vo_Para mtrica_146 46 2
406
0915 x 1830mm 0915 x 1830 1830mm 0915 x 1830 1830mm
Room Schedule
1829
Count
Door Schedule
Height
406
1220
Door Schedule
Abertura_d e_Vo_Para mtrica_146 46 Abertura_d e_Vo_Para mtrica_146 46 Abertura_d e_Vo_Para mtrica_146 46 Abertura_d e_Vo_Para mtrica_146 46 Abertura_d e_Vo_Para mtrica_146 46
406
0610 x 1830mm 0610 x 1830 1830mm 0610 x 1830 1830mm 0610 x 1830 1830mm
{3D}
Type
610
0406 x 0610mm 0406 x 610 0610mm 0406 x 610 0610mm 0406 x 610 0610mm 0406 x 610 0610mm
1
Window Schedule Width
915
B A
N
1 2 3 19
4 10
20
14
900
5
mm
15
UP
2
on
3 4 5
6
11
23
O SE DB
ING
---
WOOD FLOORING
8 7
1
10
20 10 9
EXP
ENC AS F
-
9
14 13 12 11 SPIRAL STAIRCASE
ti nnec er co t sew
ACT
6
WOOD FLOORING
s neare the
S TO
5
7 8
fall to
ING RAIL
4
s
to Pipe age Sew
mm
3
6
mm 100
900
2
S LING RAI
1
6
ING
VER SO EAM
PA V
16
T POR CAR
18
18
E GAT ICLE E VEH RANC ENT
11
to Pipe age Sew mm 100 ection conn
fall to
est near the
PAVING TAIN CUR
WA
LL
er sew
---
B A
Ground Floor Plan Scale 1:100
B A 1
RI UNDA E BO S IT
mm 100
to Pipe age Sew
clos
est s
ES
x 0 t o 01 ow hamferB Box02 Line01 pill C blanke
PET C AR
on necti r con ewe WC
TILE
B
24
S B
1
TILE
S
BIC
20
BIC
21 S
TILE
WC
PET C AR
BIC B
21
PET C AR
PET C AR BIC
BIC
14
13
12
DN
11 10
SPIRAL STAIRCASE
9 8
UP
1 3
PET C AR
11
7 2
6 4
5
BIC
DOUBLE VOLUME
---
PET C AR BIC
11
S RIE UNDA E BO SIT
mm 100
Pipe age Sew
sest to clo
cti nne er co se w
on
B A ---
First Floor Plan Scale 1:100
Room Legend No colors defined
B
32m2 42m2
A 1 2 3 SITE
4
ES DARI BOUN
5 6 1
7 8 23 O EXP
SED
F TR ROO
U
VER SO EAM SS/B
9 14
13
12
DN
19
20
11 10
10
9 8 1
1 7
19
11
7 2
WOOD FLOORING
3
6 4
5
GLASS
11 SITE
ES DARI BOUN
2 7
First Floor Plan Scale 1:100
CHARCOAL GORRUGATED ROOF AT 5 DEGREE PITCH PLASTER AND PAINT
CHARCOAL GORRUGATED ROOF AT 5 DEGREE PITCH
PLASTER AND PAINT
PLASTER AND PAINT
PLASTER AND PAINT
FLAT TILE ROOF
PLASTER AND PAINT
RAILINGS
PLASTER AND PAINT
CURTAIN WALL RAILINGS
RETAINING WALL
1
1
East
North 1 : 100
1 : 100
PLASTER AND PAINT GLASS GLASS
PLASTER AND PAINT
PLASTER AND PAINT
GATE CURTAIN WALL
RAILING/FENCING
RAILINGS
2
West 1 : 100
2
South 1 : 100
3 0 156
4 0 156
5 0 156
3617
747
1 156
47 47 7
0 312
9 155
00 156
7
747
747
0 156
747
0 312
9
0 228
747
747
0 312
0 156
747
10
747
747
00 156
11 0 156
11
0 166 0 156
747
8
0 178
747
747
0 312
751
749
740
748
747
740
LEVEL 2
0 700 5 901
0 140 0 140 0 140 902 902 902
6
1 : 100 1 : 100
A A
0 140 0 140 5 409 902 902 902 902 902
2 0 156
0 169
0 700 0 700
2 Ground Floor
1
B B
1 1
2 7 ---
A
B
11
6
FFL 4
5
4
3
2
1
FFL 4
EXPOSED BEAMS OVER
20970 19
23
19
10 21
17
21
24
400x220x40UB 2
19
900mm Railing
6
7 400x220x40UB 2
FFL 3
FFL 3
18600 level 3
18600
18420
level 3
FFL 2
5
15920
7
LEVEL 2
400x220x40UB 2
6
20970
400x220x40UB 2
DPC
18420 FFL 2 15920 LEVEL 2
15500
400x220x40UB 2
15500
FFL 1
FFL 1
13150
13150
400x220x40UB 2
Ground Floor
Ground Floor 13000 BRACING LEVEL
13000
3
4
7
7
BRACING LEVEL 11422
11422
BRACING LEVEL PATIO BRACING LEVEL PATIO
9000
9000
2
1
Section B-B (North to South) 1 : 100
Section A-A (West to East) 1 : 100
11 1
FFL 1 13150
FFL 2
FFL 2
15920
15920
LEVEL 2
LEVEL 2
15500
15500
Ground Floor 13000
WALL TO SLAB CONNECTION
COLUMN TO FOUNDATION CONNECTION
3
Section 2 - Callout 1 1 : 20
COLUMN TO SLAB CONNECTION
Section B-B (North to South) 1 4 -1Callout : 20
WALL TO BEAM CONNECTION
Section B-B (North to South) 2 5 -1Callout : 20
Section A-A (West to East) 1 6 Callout 1 : 20
6 1
N
2000
200
I UN
00 50
00 40
HE
00 30
0
60 00
3605
70 00
SN NG
00 100
80 00 90 00
7983
10000
41 0
5
R
00 200
/1 00 0
LING
VI E RI
EL DW N EW
ES
NE Y LI PERT PRO
2
1
SOLAR PANELS MOUTED TO THE ROOF TO PROVIDE ELECTRICITY
8000
DRIVEWAY NE Y LI PERT PRO
13050 0
6
1
Site 1 : 200
7 00
0
2
000
8 00
0 9 00 10000 11000 12000
410 / 1
6 00
0
G
N DE AR
5
10:00 AM
W 6:09 PM
N
S 7:16 AM
22 August
E
1
Sun Path
EXTERIOR ISOMETRIC RENDERING
INTERIOR KITCHEN RENDERING
INTERIOR LIVING ROOM / KITCHEN
EXTERIOR RENDER
Mechanical Assembly Drawings
Radial Engine
6
5
1. COVER PAGE
4
TOP VIEW
3
D
C
21 20
C
13
2 ITEM
QTY
1
1
2 3
FRONT VIEW
SECTION C-C SCALE 1 / 5 2
11
6
MATERIAL
DESCRIPTION
Wood (Oak)
1
BEARING STAND
Aluminum 6061
1
Bearing Holder
Aluminum 6061
4
1
VALVE HOUSING
Aluminum 6061
5
4
ISO 4762 - M10 x 20
Stainless Steel, 440C
6
1
CRANKCASE
Aluminum 6061
7
6
ISO 4762 - M6 x 45
Stainless Steel, 440C
8
24
CYLINDER HEAD BOLT
Stainless Steel
9
6
CYLINDER
Aluminum 6061
10
6
CYLINDER HEAD GASKET
Rubber
11
6
CYLINDER HEAD
Aluminum 6061
12
1
DIN 1587 - M5
Steel, Mild
Hexagon Domed Cap Nuts
13
24
DIN 1587 - M6
Steel, Mild
Hexagon Domed Cap Nuts
14
2
DIN 625 T1 - 6001 - 12 x 28 x 8
Steel, Mild
Deep Groove Ball Bearing
Steel, Mild
Spring Retaining Ring
15
1
DIN 472 - 28 x 1,2
16
1
CRANKSHAFT ASSEMBLY
17
1
VALVE
Brass, Soft Yellow
18
1
Parker Hose Barb to Male Pipe
Brass, Soft Yellow
Hexagon Socket Head Cap Screw
SIDE VIEW
19
1
CONNECTING ROD HUB
20
6
ASSEMBLY PISTON
21
6
CONNECTING ROD
Aluminum 6061
22
6
ISO 2338 - 5 h8 x 16
Stainless Steel,
23
1
CRANKCASE GASKET
Rubber
24
1
CRANKCASE COVER
Aluminum 6061
25
6
ISO 7045 - M6 x 16 - 4.8 - H
Steel
26
1
FLYWHEEL
Stainless Steel
D
Hexagon Socket Head Cap Screw
C
Hose Barb to Male Pipe
125HBL 125HBL-4-2
C
10
PART NUMBER STAND
25
8
1
PARTS LIST
Brass, Soft Yellow
Parallel Pin
Austenitic
9
Pan head screw with type H cross recess - product grade A
17 18 4
B
B
7
26
23
DRAWN
15
16
A
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED
14
22
QA
MFG
1
APPROVED
19 24
Ctu Training Solutions
TITLE
DWG NO
SIZE
3
A3
5
4
3
REV
ENGINE FULL ASSEMBLY
SCALE
6
A
Radial Engine Assembly
2
1/5
SHEET 1 OF 21
1
6
5
2. EXPLODED VIEW OF RADIAL ENGINE
4
3 9
10
13
11
2 8
1
19
D
D
21
22 23 4
17
16
6
20 24 26
C
C
15 14 18
3
7 2
B
B
DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
6
EXPLODED VIEW OF RADIAL ENGINE 5
4
Ctu Training Solutions
TITLE
DWG NO
SIZE 5
A3
1
REV
ENGINE FULL ASSEMBLY
SCALE 3
A
Radial Engine Assembly
2
1 / 3.5
SHEET 2 OF 21 1
6
5
3. CRANKSHAFT ASSEMBLY
4
3
2
1
PARTS LIST
ITEM
QTY
1
1
CRANKSHAFT
2
2
CRANKSHAFT COUNTERWEIGHT
3
4
ISO 2338 - 3 h8 x 20
4
1
CRANKSHAFT PIN
5
1
CRANKSHAFT VALVE CRANK
D
PART NUMBER
DESCRIPTION
Parallel Pin D
4
1 C
C
SIDE VIEW
FRONT VIEW
CRANKSHAFT ASSEMBLY
B
B
3
2 5
DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
Ctu Training Solutions
TITLE
DWG NO
SIZE A3
5
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 6
A
Radial Engine Assembly
2
1:1
SHEET 3 OF 21 1
4
4. CRANKSHAFT ASSEMBLY PART DIMENSIONS
1.00
R16.00 R4.00
R4.00
16.00
18.00
1.00
1.6
R4.00
R4.00
R4.00
+.01 R1.50 - .00
1.6
20.00
3.00
3.00
R4.00
+.01 R1.50 - .00
R1.00
R1.00
120.0°
120.0° R36.00
10.00 SIDE VIEW
38.00
D
SECTION D-D SCALE 1 / 1
FRONT VIEW
Stainless Steel
R1.50 THRU
11.00
R1.50 THRU 5.00 SIDE VIEW
FRONT VIEW
10.00
+.00 12.00 h8 .03
R1.50 THRU
R1.50 THRU
B
4.50
CRANKSHAFT PIN 5.00
1.6
3.2
R6.00
.50x45°
.50x45°
+.00 12.00 - .03
5.00
Stainless Steel
C
12.00
.50x45°
B
12.00
1.6
.50x45°
Stainless Steel
+.00 12.00 - .03h8
CRANKSHAFT COUNTER WEIGHT
D
1 .6
R11.00
C
1
+.03 12.00 .00
D
Steel
30.00
2
16.00
D
3
+.03 12.00 .00
5
16.00
6
106.00
FRONT VIEW
SIDE VIEW
CRANKSHAFT
1.6 4.00
.25x45°
.50x45°
.50x45°
SIDE VIEW
3.00
DRAWN
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
23.00
MFG
33.00 FRONT VIEW
A
S van Heerden
APPROVED
CRANKSHAFT VALVE CRANK
Ctu Training Solutions
TITLE
DWG NO
SIZE A3
5
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 6
A
Radial Engine Assembly
2
1/1
SHEET 4 OF 21 1
6
5. ASSEMBLY PISTON
5
4
3
2
1
PARTS LIST
ITEM
QTY
1
1
PISTON
PART NUMBER
2
2
PISTON COMPRESSION RING
3
1
ISO 2338 - 5 h8 x 30
DESCRIPTION
Parallel Pin
D
D
2
Stainless Steel
3
2
C
C
Aluminum 6061
FRONT VIEW B
1
SIDE VIEW B
ASSEMBLY PISTON Stainless Steel, Austenitic
1
3
DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
Ctu Training Solutions
TITLE
DWG NO
SIZE A3
5
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 6
A
Radial Engine Assembly
2
2:1
SHEET 5 OF 21 1
6
6. ASSEMBLY PISTON PARTS
5
4
3
2
TOP VIEW
1
R16.00 R14.50
Stainless Steel
D
D
+.00 1.50 .02
2.00
PISTON COMPRESSION RING
+.00 32.00 h7 .03 FRONT VIEW
C
C Ø29.00
E
Aluminum 6061
R20.00
1.50
10.0°
26.00
E
1.50
+.00 32.00 h7 .03 SIDE VIEW
FRONT VIEW
PISTON
SECTION E-E SCALE 1.5 : 1 DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
Ctu Training Solutions
TITLE
DWG NO
A3
3
REV
ENGINE FULL ASSEMBLY
SCALE 4
A
Radial Engine Assembly
SIZE
5
B
DETAIL F SCALE 3 : 1
3.2
20.00
6
3.00
32.00 16.00
10.00
B
21.00
+.02 R2.50 H8 .00
24.00
29.49
F
2
3:1
SHEET 6 OF 21 1
6
7. BEARING HOLDER DIMENSIONS
5
4
3
G
1 14.00
30.00 R20.00 R5.00
R20.00
Aluminum 6061
2
6.00 1.6
D
D
1.6
4.00x45°
20.00
V
12.00
13.00
+.02 28.00 .00
30.00
1.50
R2.00
12.00 R50.00
1.00x45°
C
125.00
C
12. 00
65.04
R2.00
4.00
101.17
12.00
DETAIL V SCALE 2 : 1
20.00
14.00
20.00
R2.00
B
R2.00
BEARING HOLDER
B 20.00 SIDE VIEW
SECTION G-G SCALE 1 : 1
G 92.00 FRONT VIEW
DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
Ctu Training Solutions
TITLE
DWG NO
SIZE A3
5
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 6
A
Radial Engine Assembly
2
1:1
SHEET 7 OF 21 1
4
3
2
10.00 x 90.00°
Aluminum 6061
D
1
20.00
H 60.00
D
14.00
7.00
8. BEARING STAND DIMENSIONS
5
20.00
6
6.00
12.00
78.00
10.00
Ø16.00
Ø25.00
10.00
C
C
125.00
R6.00
R6.00 R52.00
12.00
R2.00
R2.00
12.00
B
B
4.00 R6.00
23.00
BEARING STAND
R2.00
SIDE VIEW
12.00
3.2
R2.00
H
DRAWN
FRONT VIEW
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
Ctu Training Solutions
TITLE
DWG NO
A3
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 5
A
Radial Engine Assembly
SIZE
6
SECTION H-H SCALE 1 / 1
2
1/1
SHEET 8 OF 21 1
6
5
4
3
2
1
9. CONNECTING ROD HUB DIMENSIONS
16.00 10.00
D
D
.50x45°
J
Brass, Soft Yellow
Ø5.00
32.00
12.00 Ø5.00
20.00
C
42.00
C
CONNECTING ROD HUB
B
.50x45°
B
J
FRONT VIEW
SIDE VIEW
DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
Ctu Training Solutions
TITLE
DWG NO
A3
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 5
A
Radial Engine Assembly
SIZE
6
SECTION J-J SCALE 3 / 1
2
3/1
SHEET 9 OF 21 1
6
11. CRANKCASE COVER DIMENSIONS
5
4
3
D
2
1
D
K
Aluminum 6061
R2.00
Ø7.00
102.00
R2.00
R5.00
R4.00
6.00 R2.00
1.6
C 8.00
Ø46.00
8.00
Ø14.00
1.6
+.02 h7 28.00 .00
38.00
80.00
90.00
C
R2.00 6.00
R5.00
Ø7.00
R2.00
1.00x45° B
B
R2.00
SECTION K-K SCALE 1 : 1
K
CRANCKASE COVER
106.00
SIDE VIEW
FRONT VIEW
DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
Ctu Training Solutions
TITLE
DWG NO
SIZE A3
5
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 6
A
Radial Engine Assembly
2
1.5 : 1
SHEET 11 OF 21 1
6
12. CRANKCASE GASKET DIMENSIONS
5
4
3
2
1
7.00
D
D
R5.00
R5.00
Rubber
102.00 90.00
C
C 7.00
R5.00
R5.00
7.00
TOP VIEW
B
B
1.00
CRANKCASE GASKET
106.00 FRONT VIEW
DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
Ctu Training Solutions
TITLE
DWG NO
SIZE A3
5
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 6
A
Radial Engine Assembly
2
1:1
SHEET 12 OF 21 1
6
13. CRANKCASE DIMENSIONS
5
4
3
2
L
102.00
1 45.00
M6x1 - 6H 7.00
2.00x45°
25.00
1.6
R5.00
R2.00
D
D
Aluminum 6061 M6x1 - 6H 28.00 14.00
90.00
90.00
106.00
14.00 +.02 28.00 - .00 40.00
R5.00
R5.00
C
36.00
C
R5.00
1.6 FRONT VIEW
+.03 36.00 - .00
L
8.00
SECTION L-L SCALE 1 : 1 SIDE VIEW
46.02
36.00
B
57.00
CRANKCASE
12.00
24.00
B
R2.00 TOP VIEW
DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
Ctu Training Solutions
TITLE
DWG NO
SIZE A3
5
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 6
A
Radial Engine Assembly
2
1:1
SHEET 13 OF 21 1
6
5
4
14. CYLINDER HEAD BOLTS DIMENSIONS
3
2
1
D
D
Stainless Steel
C
C
CYLINDER HEAD BOLTS .50x45°
62.00
B
M6.90
7.00 6.90 5.90
B
10.00
FRONT VIEW
10.00
6.3 82.00
6.3
SIDE VIEW
DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
Ctu Training Solutions
TITLE
DWG NO
SIZE A3
5
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 6
A
Radial Engine Assembly
2
2:1
SHEET 14 OF 21 1
6
5
4
15. CYLINDER HEAD GASKET DIMENSIONS
3
2
1
32.53
5.74
11.74 R4.00 D
22.50
6.24
D
R2.00
22.50
4.00
45.00
Rubber
7.00
R4.00
22.00
C
6.24
C
24.00
1.00
TOP VIEW
50.00
CYLNDER HEAD GASKET
B
FRONT VIEW B
DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
Ctu Training Solutions
TITLE
DWG NO
SIZE A3
5
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 6
A
Radial Engine Assembly
2
2:1
SHEET 15 OF 21 1
6
16. CYLINDER HEAD DIMENSIONS
5
4
3
2
1 7.00 THRU
D
5.74
32.53
D
11.74
R4.00
6.24
R4.00
45.00
22.50
Aluminum 6061
C
22.50
C
6.24
R4.00
22.00
28.00 50.00 TOP VIEW
CYLINDER HEAD
R1.00
6.00
R1.00
B
B
0.8
2.00
1.00
1.6
1.00x45°
0.8
+.00 32.00 .03 FRONT VIEW
DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
Ctu Training Solutions
TITLE
DWG NO
SIZE A3
5
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 6
A
Radial Engine Assembly
2
2:1
SHEET 16 OF 21 1
6
17. CYLINDER DIMENSIONS
5
4
3
2
1
R4.00 R24.00 7.00 THRU
D
45.00
D R24.00 4.00
4.00
Aluminum 6061
R4.00 R24.00
R4.00
28.00
22.00
3.00
7.00
N
0.8
TOP VIEW
+.03 32.00 .00
C
62.00
60.00
2.00
15.00
19.00
27.00
31.00
35.00
39.00
43.00
C
23.00
11.00
50.00
0.8 0.8 36.00
N
B
SECTION N-N SCALE 1 : 1
FRONT VIEW
B
SIDE VIEW
CYLINDER DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
Ctu Training Solutions
TITLE
DWG NO
SIZE A3
5
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 6
A
Radial Engine Assembly
2
2:1
SHEET 17 OF 21 1
6
18. FLYWHEEL DIMENSIONS
5
4
3
2
1
D
D Stainless Steel
1.00X45°
P
1.00X45°
5.00 x 90.00°
160.00 132.00
1.00x45°
W
C
1.00X45°
130.00
6.00
26.00
R5.00
160.00
C
5.0 0
12.00
R5.00 R2.00
B
B
SECTION P-P SCALE 1 : 1.5
P
FLYWHEEL
10.00
FRONT VIEW
26.00 36.00
SIDE VIEW
DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
DETAIL W SCALE 1,33 : 1 Ctu Training Solutions
TITLE
DWG NO
SIZE A3
5
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 6
A
Radial Engine Assembly
2
1:1
SHEET 18 OF 21 1
6
19. STAND DIMENSIONS
5
4
3
2
1
230.00 150.00 75.00
R20.00
D
75.00
D R20.00
Wood (Oak)
11.00
30.00
180.00 60.00
11.00
R C
R C
11.00
11.00
R20.00
R20.00
TOP VIEW
SECTION R-R SCALE 1 / 2
18.00
B
11.00
20.00
STAND
B
2.00
11.00
R5.00
9.00
R5.00
FRONT VIEW
DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
Ctu Training Solutions
TITLE
DWG NO
SIZE A3
5
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 6
A
Radial Engine Assembly
2
1 : 1.5
SHEET 19 OF 21 1
6
20. VALVE HOUSING DIMENSIONS
5
4
3
2
1
D
D
T
M8x1.25 - 6H
7.99
Aluminum 6061
78.00
R1.00 1.6
C
5.00
66.00
24.00
C
92.00
+.02 14.00 .00
90.0°
14.00 x 90°
FRONT VIEW
VALVE HOUSING
T
7.00
6.00
10.00
0.8 30.00
SECTION T-T SCALE 1 / 1
B
B
SIDE VIEW
DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
Ctu Training Solutions
TITLE
DWG NO
SIZE A3
5
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 6
A
Radial Engine Assembly
2
1/1
SHEET 20 OF 21 1
6
5
21. VALVE DIMENSIONS
4
3
2
1
0.8
D
+.00 14.00 - .02
D
U 4.00
42.00
4.00
30.00
14.00
Brass, Soft Yellow
4.00
C
10.00
14.00
+.02 Ø4.00 h8 .00
C
Ø38.00
Ø30.00
4.00
1.6
SECTION U-U SCALE 2 / 1
U
VALVE
Ø42.00
4.00
FRONT VIEW
SIDE VIEW
B
B
DRAWN
S van Heerden
2018/08/21
Marlann Nefdt
2018/09/20
CHECKED QA
MFG
A
APPROVED
Ctu Training Solutions
TITLE
DWG NO
SIZE A3
5
4
3
REV
ENGINE FULL ASSEMBLY
SCALE 6
A
Radial Engine Assembly
2
2/1
SHEET 21 OF 21 1
Stefan van Heerden
811
SPM 422 PR1 (RENDERINGS)
1
Bench Vice
6
5
4
3
1. ASSEMBLY EXPLODED VIEW
ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
D
23
25
22
24
21
19
17
C
19
20 10 1
QTY 1 1 1 1 2 1 1 8 2 1 1 3 2 1 1 1 1 1 2 4 1 1 1 1 1
2 PARTS LIST PART NUMBER BU2012-B S51-2A P155B P100-20A PN311-1A P200-24 WIT-130 M6 x 1.0 x 25 SP-33 S50-1 BU-313 M6 x 1.0 x 16 ENG-2 M6 x 1.0 x 10 M8 x 1.25 M8 x 1,25 P200-16 M6 x 1.0 x 8 PT100 M 6 x 1.0 x 14 MJ100-2A M16x4 M407-A M6 x 1.0 x 6 3.5 X 16
1 DESCRIPTION
BASE SUPPORT, MIDDLE POST, MIDDLE ACME, BASE HANDLE, SUBASSEMBLY POST, ACME, MIDDLE PLATE, END SCREW, PAN BAR-SPACER SUPPORT, TOP PLATE, COVER, BASE *Varies* COLLAR SET SCREW - CONE NUT, HEX NUT, HEX POST, GUIDE SET SCREW - DOG PLATE, JAW FILLISTER HEAD SCREW JAW, MOVEABLE POST, ACME, TOP HANDLE, TOP SET SCREW - CUP 3.5 x 16 REVIT
D
C
NOTE: PART NUMBER 3, 9, AND 18 IS NOT VISIBLE IN THIS VIEW.
7
B
B
8 5 16 6 DRAWN
S VAN HEERDEN
2017/08/07
CHRISTO MAREE
2017/08/15
CHECKED QA
4
A
15
13
14
12
11
MFG
2
APPROVED
EXPLODED VIEW (1:2)
CTU TRAINING SOLUTIONS TITLE
DWG NO
SIZE
A3
SCALE
6
5
4
3
A
MILLING VICE ASSEMBLY
2
1/2
REV
4 SHEET
1
3 1
OF
6
D
5
4
3
2
1
2. ORTHOGRAPHIC VIEWS + ISOMETRIC
D
B
B
C
C ISOMETRIC VIEW (1:4)
ISOMETRIC VIEW (1:4) TOP VIEW (1:4)
B
B LEFT VIEW (1:4)
RIGHT VIEW (1:4)
FRONT VIEW (1:4)
DRAWN
S VAN HEERDEN
2017/08/07
CHRISTO MAREE
2017/08/15
CHECKED QA
MFG
A
APPROVED
SECTION B-B SCALE 1 / 4 6
5
4
CTU TRAINING SOLUTIONS TITLE
DWG NO
SIZE
A3
SCALE
3
A
MILLING VICE ASSEMBLY
2
1/4
REV
4 SHEET
2
3 1
OF
6
D
5
4
3
2
1
3. EXLODED VIEW FULL ASSEMBLY 23
25
D 24
21
9
2
22
8
17
19 20
C
C
10
B
14
7
11
6
15
16
B
NOTE: ALL PARTS ARE VISIBLE
5
13
4
12
18
3
DRAWN
EXLODED VIEW (1:4)
S VAN HEERDEN
2017/08/07
CHRISTO MAREE
2017/08/15
CHECKED QA
MFG
A
1
APPROVED
CTU TRAINING SOLUTIONS TITLE
DWG NO
SIZE
A3
SCALE
6
5
4
3
A
MILLING VICE ASSEMBLY
2
1/4
REV
4 SHEET
3
3 1
OF
6
5
4
3
NOTE: ALL ORTHOGRAPHIC DRAWINGS ARE THIRD ANGLE ORTHOGRAPHIC PROJECTION. NOTE: ALL ISOMETRIC VIEWS HAVE THE MATERIAL + PART NUMBER VISIBLE
1. BASE SUBASSEMBLY D
2
1 BASE
ITEM 1
QTY 1
2
1
P100-20A
ACME, BASE
3
1
BU-313
PLATE, COVER, BASE
4
1
ENG-2
COLLAR
5
1
PN311-1A
HANDLE, SUBASSEMBLY
6
1
M6 x 1.0 x 10
SET SCREW - CONE
7
1
M8 x 1.25
NUT, HEX
8
2
M6 x 1.0 x 16
SCREW, SLOTTED CAP
ASSEMBLY EXPLODED VIEW (1:3) C
2 PARTS LIST PART NUMBER BU2012-B
DESCRIPTION
D
TOP VIEW (1:5)
D
6
3
LEFT VIEW (1:5)
D
C
RIGHT VIEW (1:5)
FRONT VIEW (1:5)
5 7 BOTTOM VIEW (1:5)
B
B
1
8
BOTTOM ISOMETRIC VIEW (1:5)
4
DRAWN
S VAN HEERDEN
2017/08/09
CHRISTO MAREE
2017/08/15
CHECKED QA
MFG
A
SECTION D-D SCALE 1 / 5
APPROVED
CTU TRAINING SOLUTIONS TITLE
DWG NO
SIZE
A3
SCALE
6
5
4
3
A
BASE SUBASSEMBLY
2
1/3
REV
R01
1 SHEET
1
6 1
OF
5
4
1. BASE
2
1
NOTE: ALL FILLETS AND ROUNDS R = 2.0
145.50 115.00
D
84.50
18.02
36.00
60.0°
32
R8.50 - 6 PLACES
65.00
100.00
DETAIL A SCALE 1 : 1
21.75 24.00
M16 x 1.0 TAPPED HOLE
60.00 32
65.5° ALL ROUND
DRAWN
2017/08/09
CHRISTO MAREE
2017/08/15
QA
MFG
A
APPROVED
20.00
CTU TRAINING SOLUTIONS TITLE
DWG NO
A3
SCALE
3
A
BASE SUBASSEMBLY SIZE
4
20.00
16.00 BOTH ENDS
S VAN HEERDEN CHECKED
5
32
B
28.00 ISOMETRIC VIEW (1:2)
6
20.00
M6 x 16 - 2 HOLES
41.44
10.00
230.00 B
A
28.00
16.00
16.00
C
16.00
ISOMETRIC VIEW (1:3)
20.00
44.00
18.00
C
88.00
120.00
32
5.00 27.00
10.00
1. Base.ipt BU2012-B
8.00
D
3
13.00
6
2
1/3
REV
R01
1 SHEET
2
6 1
OF
5
4
3
2
8.00 SQ
2. BASE ACME
1
R8.00 13.39
D
10.00
D
4.00
6
2. Acme Base.ipt P100-20A
C
93.00
57.00
293.00
C
B
B
12.00
B
ISOMETRIC VIEW (1:1)
DETAIL B SCALE 1 : 1
ORTHOGRAPHIC VIEW (1:2)
DRAWN
S VAN HEERDEN
2017/08/09
CHRISTO MAREE
2017/08/15
CHECKED QA
MFG
A
APPROVED
CTU TRAINING SOLUTIONS TITLE
DWG NO
SIZE
A3
SCALE
6
5
4
3
A
BASE SUBASSEMBLY
2
1/1
REV
R01
1 SHEET
3
6 1
OF
6
5
4
3
2
3. PLATE COVER
1
4. COLLAR
D
D
7. Collar.ipt ENG-2
3. Plate Cover Base.ipt BU-313
ISOMETRIC VIEW (2:1)
11.00
C
56.00
C
6.00
11.09
ISOMETRIC VIEW (3:1)
22.00
40.00
B
11.00
B
20.00 8.00
ORTHOGRAPHIC VIEW (2:1) DRAWN
S VAN HEERDEN
8/8/2017
CHRISTO MAREE
8/14/2017
CHECKED
R8.00
A
QA
16.00
MFG APPROVED
R12.00
5
TITLE
DWG NO
A3
3
REV
R01
1
SCALE
4
A
BASE SUBASSEMBLY SIZE
ORTHOGRAPHIC VIEW (2:1)
6
CTU TRAINING SOLUTIONS
2
3:1
SHEET
4
6 1
OF
6
5
4
3 ITEM 1 2 3
5. HANDLE SUBASSEMBLY D
2
QTY 1 1 1
2 PARTS LIST PART NUMBER
BU4-1 BU4-2 BU4-3
DESCRIPTION HANDLE, ROTATOR HANDLE, INSERT HANDLE, COVER
D
2. Handle Insert.ipt
2. INSERT HANDLE (1:1)
1
1
63.00 17.00
15.00
48.00
10.00
ISOMETRIC VIEW (1:1)
3 C
C
ORTHOGRAPHIC VIEW (1:1)
ASSEMBLY EXPLODED VIEW (1:1)
3. HANDLE COVER (1:1)
3. Handle Cover.ipt
1. ROTATOR HANDLE (1:1)
15.00
22.00
35.00
16.00 10.00 15.00
1. Handle, Rotator.ipt
B
86.00
B ORTHOGRAPHIC VIEW (1:1)
50.00
ISOMETRIC VIEW (1:1)
18.00
ISOMETRIC VIEW (1:1)
R9.00
8.00 R9.00
DRAWN
R9.00
S VAN HEERDEN
2017/08/09
CHRISTO MAREE
2017/08/15
CHECKED
10.50
QA
MFG
A
ORTHOGRAPHIC VIEW (1:1)
6
34.00 5
34.00
TITLE
DWG NO
A3
SCALE
4
3
A
BASE SUBASSEMBLY SIZE
5.00
4.00
APPROVED
CTU TRAINING SOLUTIONS
2
1/1
REV
R01
1 SHEET
5
6 1
OF
6
5
4
3
6. CONE SET SCREW
2
1
8. SLOTTED CAP SCREW 8. Set-Screw-Cone.ipt M6 x 1.0 x 10
D
4. Slotted Cap Screw.ipt M6 x 1.0 x 16
D
C
150.0°
150.0°
6.00 3.87 4.80
1.73
1.00
7.94
3.46
ISOMETRIC VIEW (5:1)
C ISOMETRIC VIEW (5:1)
19.60 16.00
10.00 ORTHOGRAPHIC VIEW (4:1)
R1.80
14.39
6.00 4.77
1.60
1.60
7. HEX NUT
5.35
45.0°
13.00
B
12.00
B
5.0°
6. Nut Hex.ipt M8 x 1.25
R13.28
1.40 ORTHOGRAPHIC VIEW (3:1)
R6.50 8.00 6.65
15.01
DRAWN
S VAN HEERDEN
2017/08/09
CHRISTO MAREE
2017/08/15
CHECKED QA
MFG
A
APPROVED
ISOMETRIC VIEW (4:1)
CTU TRAINING SOLUTIONS TITLE
DWG NO
SIZE
ORTHOGRAPHIC VIEW (3:1)
A3
5
4
3
REV
R01
1
SCALE
6
A
BASE SUBASSEMBLY
2
5:1
SHEET
6
6 1
OF
6
5
2. MIDDLE SUBASSEMBLY D
4
3
NOTE: ALL ORTHOGRAPHIC DRAWINGS ARE THIRD ANGLE ORTHOGRAPHIC PROJECTION. NOTE: ALL ISOMETRIC VIEWS HAVE THE MATERIAL + PART NUMBER VISIBLE
ITEM 1 2 3 4 5 6 7 8 9 10
EXPLODED VIEW ASSEMBLY (1:2) 2
QTY 1 1 1 1 1 1 1 8 2 1
2 PARTS LIST PART NUMBER S51-2A P200-24 WIT-130 PN311-1A M8 x 1,25 M6 x 1.0 x 16 ENG-2 M6 x 1.0 x 25 SP-33 P155B
1 DESCRIPTION SUPPORT, MIDDLE POST, ACME, MIDDLE PLATE, END HANDLE, SUBASSEMBLY NUT, HEX SET SCREW, SOCKET COLLAR SCREW, PAN BAR-SPACER POST, MIDDLE
D
TOP VIEW (1:5)
J
J
C
C
8
LEFT VIEW (1:5)
FRONT VIEW (1:5)
RIGHT VIEW (1:5)
6
BOTTOM VIEW (1:5)
B
B
9
SECTION J-J SCALE 1 / 5
1 10 DRAWN
S VAN HEERDEN
8/8/2017
CHRISTO MAREE
8/11/2017
CHECKED QA
3 7
A
MFG
5
APPROVED
4
CTU TRAINING SOLUTIONS TITLE
DWG NO
SIZE
A3
SCALE
6
5
4
3
A
MIDDLE SUBASSEMBLY
2
1/2
REV
R01
2 SHEET
1
8 1
OF
5
79.00
D
4
3
2
1
1. MIDDLE SUPPORT
20.00
6
D 1. Support Middle.ipt S51-2A 16.010 H7
14.00
20.00
32
50.00
100.00
32
60.0° ALL DOVETAILS
16.00
C
42.00
C
17.00 24.00
DETAIL B SCALE 1:1
50.00 98.00
18.00 140.00
25.00 B
ISOMETRIC VIEW 1/2
M16 x 1-6 HOLES 6 HOLES
55.00
55.00 B
25.00 7.00
9.04
14.00
59.00
B
32
55.00
55.00
32 20.00
20.00 DRAWN
67.00
8/8/2017
CHRISTO MAREE
8/11/2017
CHECKED QA
ORTHOGRAPHIC VIEW (1:1.5)
A
S VAN HEERDEN
MFG APPROVED
CTU TRAINING SOLUTIONS TITLE
DWG NO
SIZE
A3
SCALE
6
5
4
3
A
MIDDLE SUBASSEMBLY
2
1/2
REV
R01
2 SHEET
2
8 1
OF
6
5
4
3
2
1
2. MIDDLE ACME POST D
D
DETAIL C SCALE 1 : 1
2. Post Acme Middle.ipt P200-24
C
45.00
C
D
D
12.00
ISOMETRIC VIEW (1:1)
0.50 X 45.00
4.01
R8.00
C DRAWN
S VAN HEERDEN
8/8/2017
CHRISTO MAREE
8/11/2017
CHECKED QA
MFG
A
APPROVED
ORTHOGRAPHIC VIEW (1/2)
R5.00
TITLE
DWG NO
SCALE
4
3
A
MIDDLE SUBASSEMBLY A3
5
SECTION D-D SCALE 1 : 1
CTU TRAINING SOLUTIONS
SIZE
6
B
M 8.00
8.00 SQ
231.50
B
2
1/1
REV
R01
2 SHEET
3
8 1
OF
6
5
4
3
2
1
3. END PLATE 4.00
3. Plate End.ipt WIT-130
D
32.00
H
D
R7.18 8.00 BOTH SIDES
16.00
C
C
18.00
ISOMETRIC VIEW 2/1
R12.00 B
B
12.00
R9.00
SECTION H-H SCALE 2: 1
H
ORTHOGRAPHIC VIEW (3:1)
DRAWN
S VAN HEERDEN
8/8/2017
CHRISTO MAREE
8/11/2017
CHECKED QA
MFG
A
APPROVED
CTU TRAINING SOLUTIONS TITLE
DWG NO
SIZE
A3
5
4
3
REV
R01
2
SCALE
6
A
MIDDLE SUBASSEMBLY
2
2:1
SHEET
4
8 1
OF
6
5
4
3 ITEM 1 2 3
4. HANDLE SUBASSEMBLY D
2
QTY 1 1 1
2 PARTS LIST PART NUMBER
BU4-1 BU4-2 BU4-3
DESCRIPTION HANDLE, ROTATOR HANDLE, INSERT HANDLE, COVER
D
2. Handle Insert.ipt
2. INSERT HANDLE (1:1)
1
1
63.00 17.00
15.00
48.00
10.00
ISOMETRIC VIEW (1:1)
3 C
C
ORHTOGRAPHIC VIEW (1:1)
3. HANDLE COVER (1:1) EXPLODED ASSEMBLY VIEW (1:1) 3. Handle Cover.ipt
1. ROTATOR HANDLE (1:1)
35.00
22.00
15.00
16.00 10.00 15.00
1. Handle, Rotator.ipt
B
B
86.00
ORHOGRAPHIC VIEW (1:1)
50.00
ISOMETRIC VIEW (1:1) ISOMETRIC VIEW (1:1)
R9.00
8.00 R9.00
DRAWN
R9.00
S VAN HEERDEN
8/8/2017
CHRISTO MAREE
8/11/2017
CHECKED
10.50
QA
MFG
A
ORHTOGRAPHIC VIEW (1:1)
6
34.00 5
34.00
TITLE
DWG NO
A3
SCALE
4
3
A
MIDDLE SUBASSEMBLY SIZE
5.00
4.00
APPROVED
CTU TRAINING SOLUTIONS
2
1/1
REV
R01
2 SHEET
5
8 1
OF
6
5
5. HEX NUT
4
3
2
1
7. COLLAR 6. Hex Nut.ipt M8 x 1,25
D
13.00
D
6.33
R6.50
ISOMETRIC VIEW (2:1)
8.00
ISOMETRIC VIEW (4:1)
6.65
C
6.00
20.00
7.51 15.01
C
ORTHOGRAPHIC VIEW (3:1)
20.00
6. SOCKET SET SCREW
11.00
10. Socket Set Screw.ipt M6 x 1.0 x 16
16.00
B
22.00
B
14.39 1.15 1.00
3.50
4.50
6.00 4.77 4.00
45.0°
ORTHOGRAPHIC VIEW (2:1)
R1.73 150.0°
A
45.0°
ISOMETRIC VIEW (5:1)
DRAWN
S VAN HEERDEN
8/8/2017
CHRISTO MAREE
8/11/2017
CHECKED
1.73
QA
MFG
ORTHOGRAPHIC VIEW (4:1)
APPROVED
CTU TRAINING SOLUTIONS TITLE
DWG NO
SIZE
A3
5
4
3
REV
R01
2
SCALE
6
A
MIDDLE SUBASSEMBLY
2
4:1
SHEET
6
8 1
OF
6
5
4
3
2
1
8. PAN SCREW
9. BAR SPACER D
D 8. Pan Screw.ipt M6 x 1.0 x 25 9. Bar Spacer.ipt SP-33
C
C
ISOMETRIC VIEW (4:1)
4.80
12.00 4.77
6.00
6.00
ISOMETRIC VIEW (2:1)
B
5.00
DRAWN
1.00
55.00
10.00
S VAN HEERDEN
8/8/2017
CHRISTO MAREE
8/11/2017
CHECKED QA
2.00
MFG APPROVED
142.00
CTU TRAINING SOLUTIONS TITLE
DWG NO
A3
4
3
REV
R01
2
SCALE
5
A
MIDDLE SUBASSEMBLY SIZE
ORHTOGRAPHIC VIEW (1:1)
6
B
ORTHOGRAPHIC VIEW (2:1)
4.0 - 1.0 DEEP R1.0 FILLET - 3 PLACES
55.00
A
29.10 25.00 23.61 23.00
2
4:1
SHEET
7
8 1
OF
6
5
4
3
2
1
10. MIDDLE POST D
7. Post Middle.ipt P155B
13.22 16.00 27.00
D
C
C
16.00 k6
27.00
13.44
2 x 45 CHAMFER
16.00
B
28.00
B
12.00
ISOMETRIC VIEW (3:1)
DRAWN
ORTHOGRAPHIC VIEW (2:1)
S VAN HEERDEN
8/8/2017
CHRISTO MAREE
8/11/2017
CHECKED QA
MFG
A
APPROVED
CTU TRAINING SOLUTIONS TITLE
DWG NO
SIZE
A3
5
4
3
REV
R01
2
SCALE
6
A
MIDDLE SUBASSEMBLY
2
3:1
SHEET
8
8 1
OF
6
5
4
3
NOTE: ALL ORTHOGRAPHIC DRAWINGS ARE THIRD ANGLE ORTHOGRAPHIC PROJECTION.
3. TOP SUBASSEMBLY
ITEM 1 2 3 4 5 6 7 8 9 10
NOTE: ALL ISOMETRIC VIEWS HAVE THE MATERIAL + PART NUMBER VISIBLE
D
EXPLODED VIEW ASSEMBLY (1:2)
QTY 1 1 1 1 1 1 2 4 1 1
8 4
S50-1 P200-16 MJ100-2A M16x4 M407-A 3.5 X 16 PT100 M 6 x 1.0 x 14 M6 x 1.0 x 6 M6 x 1.0 x 8
1 DESCRIPTION SUPPORT, TOP POST, GUIDE JAW, MOVEABLE POST, ACME, TOP HANDLE, TOP 3.5 x 16 REVIT PLATE, JAW FILLISTER HEAD SCREW SET SCREW - CUP SET SCREW - DOG
D
TOP VIEW (1:4)
7
5
2 PARTS LIST PART NUMBER
F 3
C 6
9
F C
RIGHT VIEW (1:4)
LEFT VIEW (1:4) FRONT VIEW (1:4)
BOTTOM VIEW (1:4)
B
B
SECTION F-F SCALE 1 / 4 DRAWN
2
2017/08/09
CHRISTO MAREE
2017/08/11
CHECKED
10
QA
MFG
1
A
S VAN HEERDEN
APPROVED
CTU TRAINING SOLUTIONS TITLE
DWG NO
SIZE
A3
SCALE
6
5
4
3
A
TOP SUBASSEMBLY
2
1/2
REV
1
3 SHEET
1
7 1
OF
6
4
3
2
1
1. Support Top.ipt S50-1
1. TOP SUPPORT
C
28.00
104.00
C
D
27.96
38.00
5.00
D
5
C
208.00 22.00
20.23
60.00
16.00 R14.00
26.00
2.00
26.00
20.23
R15.00 BOTH SIDES
8.00
1.00
32
32.00 16.00
38.00
16.00
C
35.00
28.00
ISOMETRIC VIEW (1:2)
7-2 HOLES
7.00
16.00
13.00
31.00
27.00
16.00
8.00
16.00
SECTION C-C SCALE 1 / 2
DRAWN
S VAN HEERDEN
2017/08/09
CHRISTO MAREE
2017/08/11
CHECKED
16.00
QA
ORTHOGRAPHIC VIEW (1:2)
MFG
A
APPROVED
CTU TRAINING SOLUTIONS TITLE
DWG NO
A3
SCALE
4
3
A
TOP SUBASSEMBLY SIZE
5
B
M6 x 1.0 TAPPED HOLE
M6 x 1.0 TAPPED HOLE 2 HOLES
6
32
22.00
8.00
11.00
38.00
3.00 3.00 10.00
26.00
32
B
59.0°
26.00
32
2
1/2
REV
1
3 SHEET
2
7 1
OF
6
5
4
3
2
2. GUIDE POST
200.71
15.80
D
1
D
2. Post Guide.ipt P200-16
ORTHOGRAPHIC VIEW (3:1)
ISOMETRIC VIEW (1:2)
0.50 X 45 BOTH ENDS
3. MOVEABLE JAW
C
C
3. Jaw Moveable.ipt MJ100-2A
14.00
32 M6 x 1.0
R14.01
8.00
11.00 20.97
1.00
11.00
37.00 27.00
8.00 ISOMETRIC VIEW (1:1)
26.00
7.00 - 2 HOLES
60.00
B
26.00
8.00
B
22.00
30.00
100.00
DRAWN
S VAN HEERDEN
2017/08/09
CHRISTO MAREE
2017/08/11
CHECKED
32
12.00
QA
12.00
MFG
A 6.00 - 2 PLACES
APPROVED
16.00
50.00
R14.00
ORTHOGRAPHIC VIEW (1:1)
CTU TRAINING SOLUTIONS TITLE
DWG NO
SIZE
A3
SCALE
6
5
4
3
A
TOP SUBASSEMBLY
2
1/2
REV
1
3 SHEET
3
7 1
OF
5
4
3
4. TOP ACME POST
2
1
6.99
.75 x 45 BOTH ENDS
3.50
Ø 4.00
16.00
D
D
24.00
6
Ø 16.10
4. Post Acme Top.ipt M16x4
DETAIL E SCALE 1.5 : 1
ISOMETRIC VIEW (2:1)
C
C
DETAIL D SCALE 1.5 : 1
E
Ø 10.00
6.00
Ø 7.00
DRAWN
D
2017/08/09
CHRISTO MAREE
2017/08/11
QA
MFG
A
APPROVED
ORTHOGRAPHIC VIEW (1:2)
Ø 10.00
S VAN HEERDEN CHECKED
CTU TRAINING SOLUTIONS TITLE
5
DWG NO
SIZE
A3
4
3
A
TOP SUBASSEMBLY
SCALE
6
26.00
B
14.00
B
2
1/1
REV
1
3 SHEET
4
7 1
OF
6
5
4
3
6. 3.5 x 18 REVIT
5. TOP HANDLE 5. Handle.ipt M407-A
D
2
1
D
5.00 R7.00
ISOMETRIC VIEW (1:1)
7. 3.5 x 16 Revit.ipt 3.5 X 16 ISOMETRIC VIEW (5:1)
7.00 C
C
R5.89
2.50
5.92
8.00
R5.89
16.00
5.92
3.50
R.30
4.00
.40
.40 16.70 17.50
B
B
87.71
ORTHOGRAPHIC VIEW (3:1)
DRAWN
S VAN HEERDEN
8/8/2017
CHRISTO MAREE
8/10/2017
CHECKED QA
MFG
A
APPROVED
1 X 45 BOTH ENDS
CTU TRAINING SOLUTIONS TITLE
DWG NO
SIZE
ORTHOGRAPHIC VIEW (1.5:1)
A3
5
4
3
REV
1
3
SCALE
6
A
TOP SUBASSEMBLY
2
1:1
SHEET
5
7 1
OF
6
5
4
3
2
1
8. FILLISTER HEAD SCREW
7. PLATE JAW D
D
6. Plate Jaw.ipt PT100
8. M6 x 1.0 x 8.ipt M 6 x 1.0 x 14
C
C ISOMETRIC VIEW (5:1) 10.00
B
M6 x 1.0 TAPPED HOLE 2 HOLES
1.60
S VAN HEERDEN
8/8/2017
CHRISTO MAREE
8/10/2017
CHECKED QA
A
5.00
MFG APPROVED
ORTHOGRAPHIC VIEW (1:1)
ORTHOGRAPHIC VIEW (3:1)
CTU TRAINING SOLUTIONS TITLE
DWG NO
SIZE
4
3
REV
1
3
SCALE
5
A
TOP SUBASSEMBLY A3
6
4.77
B
1.60
DRAWN
100.00
6.00
26.00
60.00
13.00
20.00
1.60
ISOMETRIC VIEW (2:1)
10.00
17.90 14.00 12.61 11.99
2
2:1
SHEET
6
7 1
OF
6
5
4
3
2
1
10. DOG SET SCREW
9. CUP SET SCREW
9. M6 x 1. x 8.ipt M6 x 1.0 x 8
D 10. M6 x 1.0 x 6.ipt M6 x 1.0 x 6
ISOMETRIC VIEW (7:1)
6.00
ISOMETRIC VIEW (7:1)
C
4.94
1.75
6.00
4.32
6.00
6.00
C
5.29
4.50
4.77
4.20
3.00
3.87
8.00 6.25 5.25
4.00
6.00
D
150.0°
135.0°
1.73
ORTHOGRAPHIC VIEW (5:1)
120.0° B
B 150.0°
1.73
ORTHOGRAPHIC VIEW (6:1)
DRAWN
S VAN HEERDEN
8/8/2017
CHRISTO MAREE
8/10/2017
CHECKED QA
MFG
A
APPROVED
CTU TRAINING SOLUTIONS TITLE
DWG NO
SIZE
A3
5
4
3
REV
1
3
SCALE
6
A
TOP SUBASSEMBLY
2
6:1
SHEET
7
7 1
OF
Work Experience Drawings
Sheet 1 of 1 28° Fall Cement Tiled Roof 25° Fall Cement Tiled Roof
W01
W02
NEW 3° FALL IBR ROOF
Plaster & Paint to match existing n.g.l.
f.f.l.
f.f.l.
FFL
f.f.l. n.g.l.
NORTH EAST ELEVATION
FFL
f.f.l.
f.f.l.
n.g.l.
n.g.l.
WINDOW NO.
W01
SOUTH EAST ELEVATION
02 (001,003)
QUANTITY FRAME FINISH
W02
SOLID MERANTI TIMBER, WINDOW SECTION, VARNISHED FINISH. COLOR TO OWNERS APPROVAL
GLAZING
FRAME FINISH
SOLID MERANTI TIMBER, WINDOW SECTION, VARNISHED FINISH. COLOR TO OWNERS APPROVAL
GLAZING
SOLID MERANTI TIMBER, GLASS, CEILING, PARTIONING AND EXPANDING POLYSTYRENE TO COMPLY TO ITS RELATIVE BODIES. GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400
GLASS ACCORDING TO SAGA REGULATIONS. GLAZING THICKNESS 4MM GLASS GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400
SOLID MERANTI TIMBER, GLASS, CEILING, PARTIONING AND EXPANDING POLYSTYRENE TO COMPLY TO ITS RELATIVE BODIES. GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400
GENERAL NOTES & COMMENTS
W03
28° Fall Cement Tiled Roof
03 (002,005,006)
QUANTITY
GLASS ACCORDING TO SAGA REGULATIONS. GLAZING THICKNESS 4MM GLASS GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400
GENERAL NOTES & COMMENTS
28° Fall Cement Tiled Roof
WINDOW NO.
All Concrete Foundations According To Engineer's Detail
W04
25° Fall Cement Tiled Roof
NEW 3° FALL IBR ROOF
NEW 3° FALL IBR ROOF
NEW 3° FALL IBR ROOF
Plaster & Paint to match existing
Plaster & Paint to match existing
FFL
O.V.P.
WINDOW NO.
f.f.l.
f.f.l.
n.g.l.
f.f.l. n.g.l.
ie
ie
NEW 100mmØ SOILPIPE@ MIN. FALL 1:40
f.f.l.
n.g.l.
To Exi. Soilpipe Connection
NEW 100mmØ SOILPIPE@ MIN. FALL 1:40
FFL
O.V.P.
O.V.P.
ie
ie
NORTH WEST ELEVATION
ie
ie
Existing 100mmØ Soilpipe
W03
n.g.l.
03 (002,005,006)
QUANTITY FRAME FINISH
WINDOW NO.
W04
SOLID MERANTI TIMBER, WINDOW SECTION, VARNISHED FINISH. COLOR TO OWNERS APPROVAL
GLAZING
03 (002,005,006)
QUANTITY FRAME FINISH
SOLID MERANTI TIMBER, WINDOW SECTION, VARNISHED FINISH. COLOR TO OWNERS APPROVAL
GLAZING
GLASS ACCORDING TO SAGA REGULATIONS. GLAZING THICKNESS 4MM GLASS GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400
GLASS ACCORDING TO SAGA REGULATIONS. GLAZING THICKNESS 4MM GLASS GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400
To Exi. Municipal Sewer Connection
SOUTH WEST ELEVATION
GENERAL NOTES & COMMENTS
SOLID MERANTI TIMBER, GLASS, CEILING, PARTIONING AND EXPANDING POLYSTYRENE TO COMPLY TO ITS RELATIVE BODIES. GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400
SOLID MERANTI TIMBER, GLASS, CEILING, PARTIONING AND EXPANDING POLYSTYRENE TO COMPLY TO ITS RELATIVE BODIES. GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400
GENERAL NOTES & COMMENTS
WINDOW SCHEDULE D01
PROPOSED NEW ADDITIONS ON STAND 654 NORTHWOLD FOR M. MEYER
D02
ELECTRICAL LEGEND COLD WATER SUPPLY TO GEYSER AND ALL COLD WATER TAPS
HOT WATER SUPPLY TO ALL HOT WATER TAPS
FRAME FINISH
SOLID MERANTI TIMBER DOOR FRAME FIXED TO BRICKWRK AND FINISHED WITH MIN. 2 COATS OF VARNISH COLOR TO ARCHITECTS APPROVAL DOOR TYPE
D 02
FRAME FINISH
DPC
ROOM
GENERAL NOTES & COMMENTS
NEW 76mm CONCRETE FLOOR
NEW 76mm CONCRETE FLOOR
SEMI- SOLID HOLLOW CORE INTERNAL MERANTI TIMBER DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN
n.g.l.
DPC HARDCORE FILLING
- ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE - EXTERNAL DOOR FRAMES: 75X50 MERANTI TIMBER - INTERNAL DOOR FRAMES: 110X50 MERANTI TIMBER
NEW 610 X 230 CONCRETE FOUNDATION
DOOR SCHEDULE
NEW 76mm CONCRETE FLOOR
DPC
DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL
- ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE - EXTERNAL DOOR FRAMES: 75X50 MERANTI TIMBER - INTERNAL DOOR FRAMES: 110X50 MERANTI TIMBER
NEW BATHROOM NEW DRESSING
SOLID MERANTI TIMBER DOOR FRAME FIXED TO BRICKWRK AND FINISHED WITH MIN. 2 COATS OF VARNISH COLOR TO ARCHITECTS APPROVAL
DOOR TYPE
SOLID CORE EXTERNAL MERANTI TIMBER DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL
GENERAL NOTES & COMMENTS
NEW BEDROOM 3
01 (002)
QUANTITY
HARDCORE FILLING
NEW 610 X 230 CONCRETE FOUNDATION
n.g.l.
HARDCORE FILLING
NEW 610 X 230 CONCRETE FOUNDATION
NEW 610 X 230 CONCRETE FOUNDATION
SECTION A-A All Electrical Work To Be Done By A Qualified Electrician, Whereby A Certificate Of Compliance Must Be Issued After Work Has Been Done
To Exi. Municipal Sewer Connection
A
Existing Dining Room Existing Lintels Over
7 CR IS ES AB E 3, 60 CE L NT 0
W04 007
D 655 STAN 0 3 2 ,00
3° FALL
ie
Tiles
ist in Ac g V ce eh ss ic le
Carpet
Existing Bathroom
Existing Kitchen
NEW BEDROOM 3
W03 004
Carpet
Work Top
O.V.P.
BIC
Existing Garage
NEW STAFF QUARTERS
ie
Tiles
3° FALL W01 003
ie
W02 002
3° FALL
D01 001
8,
50
Existing Dwelling
ie ie
ie
0
S
NEW ADDITION ie
STAND 653
re ie
ie
ie
ie
Existing 100mmØ PVC Soilpipe
ie
19,200 ie
NEW 100mmØ SOILPIPES @ MIN. FALL 1:40
GROUND STOREY
W
ie re
O.V.P.
ie
A
W01 001
3m BUILDING LINE
Exi. Pantry
BIC
E
To Exi. Municipal Sewer Connection
STAND 654
NEW 100mmØ SOILPIPES @ MIN. FALL 1:40
Existing Passage
NEW DRESSING ROOM
All Electrical Work Shown On Plan Is Based On Common S.A.B.S. Approved Equipment To Be Used. Lights, Light fittings And Plugs Are all According To Owner Specification.
9,400
Existing Entrance Hall
ELNITA AVENUE
D02 002
Existing 100mmØ Soilpipe
W02 006
N
G LINE
LDIN 3m BUI
Existing Lintels Over
Exi. Covered Entrance
Existing Garage
Existing Bedroom 2
Existing Bedroom 1
O.V.P.
W02 005
Ex
BIC
Fire Wall
ie
Existing Lounge
NEW BATHROOM
re ie
17,300
DOOR NO.
Existing 100mmØ PVC Soilpipe
01 (001)
0.5mm FULL HARD IBR ROOF SHEETING AT 3° FALL ON 76 X 50 PURLINS ON 114 X 38 RAFTERS AT 1.0 m CENTRES SABS APPROVED PVC UNDERLAY. ALL ROOF TRUSSES GUARANTEED WITH I.T.C FINAL CERTIFICATE. FINAL MEASUREMENTS TO BE TAKEN PRIOR TO CONSTRUCTION OF ROOF TRUSSES. LINTELS OVER WINDOWS AND DOORS. 100x75mm G.I. GUTTERS AND DOWNPIPES. GLAZING TO COMPLY WITH PART N OF SABS 0400. OWNER IS RESPONSIBLE FOR QUALITY AND CORRECTNESS OF BUILDING WORK.
NEW LINTELS
FFL
Fire Wall
D 01
QUANTITY
NEW 100mmØ SOILPIPES @ MIN. FALL 1:40
DOOR NO.
3°
3°
SOLAR PANEL (ON ROOF MOUNTED) FFL
ROOF NOTES:
G.I. FLASHING
DRIPTRAY TO BE PROVIDED UNDERNEATH GEYSER (40mm OVERFLOW PIPE, 22mm PIPE ON SAFETY VALVE)
ie
ie
Existing 100mmØ Soilpipe
ie
re
FOURTH AVE
SITE PLAN S.A. BRACHER
No.
Description
Date
SVH
Office 2018 Project number Date
www.autodesk.com/revit
Project Name
Drawn by Checked by
0001
A101
Issue Date Author Checker
Scale
As indicated
2022/01/11 8:26:49 PM
DN
UP
Description
Date
SVH
Unnamed Project number Date
www.autodesk.com/revit
Project Name
Drawn by Checked by
0001
A102
Issue Date Author Checker
Scale
2022/01/11 8:27:50 PM
No.
Description
Date
SVH
Unnamed Project number Date
www.autodesk.com/revit
Project Name
Drawn by Checked by
0001
A103
Issue Date Author Checker
Scale
2022/01/11 8:31:16 PM
No.
www.autodesk.com/revit
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
No.
Description
Date
Owner Project Name COVER PAGE 0001
Project number
Issue Date Author
Drawn by
Checker
Checked by
A103 Scale
2022/01/11 8:44:13 PM
Date
ROOF LEVEL
ROOF LEVEL
5800
5800
ceiling
ceiling
5600
5600
www.autodesk.com/revit
SECOND FLOOR LEVEL 3090
SECOND FLOOR LEVEL
First Storey
3090 First Storey
2835 DRY WALL HEIGHT
A104
2835 DRY WALL HEIGHT
1700 FOUNDATION LEVEL
Ground Storey
FOUNDATION LEVEL
1700 Ground Storey
-500
0
-500
0
Section 1
2
Section 2
3
1 : 100
1 : 100 Room Schedule Count
SECOND FLOOR LEVEL First Storey 3090 2835 DRY WALL HEIGHT
1 1
1700
1 1
-500
205
1492
2610
Ground Storey FOUNDATION LEVEL 0
OUTSIDE STAIRCASE 5 DETAIL 1 : 100
220
1 1 1
FOUNDATION LEVEL
1 1 1 1 1
-500 2
4
A104
Section 1 - Callout 1
22000
1 : 50 220
3003
220
3000
220
3003
220
2220
220
3008
220
3003
220
3003
1
220
2010 500
18
O.V.P
18
O.V.P UP
18
48
2120
1
26
2
1
O.V.P
34
UP
29
PARAPLEGIC
1
9 10 11
28
6 7
15 m²
8
30
4240
STORE ROOM
9 10
1200 MALE
12
25
FEMALE
24
13
HALL
8 m²
14
7 m²
12 13 14 15
16 m²
16 17
1
18
6
9036
7
16 PASSAGE
8
4
5
15
33
17
14
9044
18
13
11 m²
11 m²
3
1 1
16
3040
PASSAGE
2
1
11
5 m²
1800
15
11500
5
BREAK ROOM AND KITCHEN
2800
4710
8
11
12370
15 m²
27
7
4710
15 m²
5 6
4
9 m²
2031
OFFICE 11/10
1058
OFFICE 12/9
2569
3
4
12500
1
2
3
1 1 1
12
2300
9
RECEPTION
14 m²
14 m²
1200
SERVER RM
600 220 220
2293
1818
1858
5 m²
30 m²
2220
OFFICE 1/3
OFFICE 4/2
14 m²
14 m²
FILING RM 5 m²
10
2500
3
10 COVERED ENTRANCE Not Enclosed
A104
480
10
10
500 1500
500
32 10
3003
220
3000
220
3003
2660 22000
1 1 1 1 1 1 1 1
2220 220
4710
OFFICE 7/6
2300
OFFICE 8/5
4930
5 A104
3008
220
3003
220
3003
220
1 1 1 1 1
GROUND STOREY 1 ANNOTATION 1 : 100
1
Area 14 m²
Name
OFFICE 8/5 14 m² OFFICE 7/6 30 m² RECEPTIO N 5 m² SERVER RM 5 m² FILING RM 14 m² OFFICE 1/3 14 m² OFFICE 4/2 11 m² PASSAGE 16 m² HALL 8 m² MALE 7 m² FEMALE 5 m² STORE ROOM 15 m² BREAK ROOM AND KITCHEN 9 m² PARAPLE GIC 15 m² OFFICE 11/10 15 m² OFFICE 12/9 11 m² PASSAGE Not Placed BOARD ROOM Not Placed Room 25 m² OFFICE 18/17 25 m² OFFICE 15/16 9 m² FILING 15 m² OFFICE 14 33 m² BOARD ROOM 28 m² HALL 4 m² FEMALE 4 m² MALE 25 m² OFFICE 21/22 25 m² OFFICE 19/20 15 m² OFFICE 13 9 m² FILING Not OPEN Enclosed BALCONY Not OPEN Enclosed BALCONY Not COVERED Enclosed BALCONY Not COVERED Enclosed ENTRANC E
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Window Schedule Perimeter 19252 19240 28386 9196 9196 19252 19252 20488 22787 18702 15008 9400 20300
15840 20080 20080 20472 Not Placed Not Placed 26170 26170
Type 0406 x 0610mm 0406 x 0610mm 0406 x 0610mm 0406 x 0610mm 0406 x 0610mm 0406 x 0610mm 0406 x 0610mm 0406 x 0610mm 0915 x 1830mm 0915 x 1830mm 0915 x 1830mm 0915 x 1830mm 0915 x 1830mm 0915 x 1830mm 0915 x 1830mm 0915 x 1830mm 0915 x 1830mm
Thermal Resistance (R) 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W
Width
Height
600
2400
600
2400
600
2400
600
2400
600
2400
600
2400
600
2400
600
2400
915
1830
915
1830
915
1830
915
1830
915
1830
915
1830
915
1830
915
1830
915
1830
Heat Transfer Coefficient (U) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K)
Count 1 1 1 1 1
No.
Description
1 1 1 1 1 1 1 1 1 1 1
Owner
1
12286 15666 31040
Project Name GROUND STOREY / SECTIONS
41952 11120 11112 26178 26178
0001
Project number
15682 12286 Not Enclosed Not Enclosed Not Enclosed Not Enclosed
Date
Date
Issue Date
STEFAN VAN HEERDEN
Drawn by
Checker
Checked by
A104 Scale
As indicated
2022/01/11 8:44:37 PM
4
1:00 PM Door Schedule Type K-LINE NEUF Porte de service KL-PS
Width 900
Door Schedule Height
2150
Door Schedule Type
02 July 7:01 AM
N
E
5:24 PM
S
W SUN PATH 2 A104
22000 3003
220
3000
220
3003
18
220
2220
220
220
3003
220
3003
220
18
o.v.p
56
58
57
60 MALE
OFFICE 18/17
FEMALE DN
OFFICE 21/22
4 m²
25 m²
4 m²
39
HALL
110
28 m²
43
38 46
12390
DN
DN
OFFICE 15/16
50
5500
25 m²
OFFICE 19/20
1060
51
25 m²
BOARD ROOM
2100
900
2100
762
2032
762
2032
762
2032
762
2032
762
2032
762
2032
762
2032
762
2032
762
2032
762
2032
762
2032
762
2032
762
2032
762
2032
762
2032
762
2032
762
2032
915
2134
915
2134
915
2134
915
2134
915
2134
915
2134
915
2134
915
2134
915
2134
0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm Custom_Do uble_Panel _Glass_Do or_15045 Custom_Do uble_Panel _Glass_Do or_15045 D1 150 x 240cm D1 150 x 240cm D1 150 x 240cm D1 150 x 240cm K-LINE NEUF Porte de service KL-PS
915
2134
915
2134
915
2134
915
2134
915
2134
915
2134
915
2134
915
2134
915
2134
915
2134
915
2134
915
2134
914
2134
914
2134
1500
2400
1500
2400
1500
2400
1500
2400
900
2150
K-LINE NEUF Porte de service KL-PS
900
2150
K-LINE NEUF Porte de service KL-PS
900
2150
www.autodesk.com/revit
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
No.
Description
Owner Project Name
36
37
110
5
6130
18 44
A104 18
45
OFFICE 14
OFFICE 13
FILING
9 m²
15 m²
15 m²
9 m²
FIRST STOREY
3140
3140
18 FILING
0001
55
OPEN BALCONY
10
10
COVERED BALCONY
Not Enclosed
220
47 10
10
OPEN BALCONY Not Enclosed
Not Enclosed
3
3003
220
3000
220
3003
2660
3008
220
3003
220
Issue Date Author
Drawn by
6666
A104
220
Date
500
54
1250
220
Project number 500
Date
33 m²
18
110
900
Height
12390
42
25 m²
40
1940
5300
7810
41
1060
3850
6640
3850
1255
220
o.v.p
3008
390
220
Height
Width
3003
220
FIRST STOREY 2 ANNOTATION 1 : 100
Checker
Checked by
A105
21880
Scale
1 : 100
2022/01/11 8:45:38 PM
1
0750 x 1800mM 0750 x 1800mM 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm
Width
Type
ceiling
ROOF LEVEL
5600
5800
www.autodesk.com/revit
SECOND FLOOR LEVEL First Storey 3090 2835 DRY WALL HEIGHT 1700 Ground Storey 0
1
FLOOR LEVEL
FOUNDATION LEVEL
225
-500
East
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
1 : 100
2
3
A104
A104
ROOF LEVEL 5800 ceiling 5600
5 A104
No.
SECOND FLOOR LEVEL
Description
Date
3090 First Storey 2835 DRY WALL HEIGHT 1700 FLOOR LEVEL
FOUNDATION LEVEL
225 Ground Storey
-500
0
2
North 1 : 100 3
2
A104
A104
Owner Project Name ROOF LEVEL 5
5800
ELEVATIONS
A104
SECOND FLOOR LEVEL First Storey 3090 2835 DRY WALL HEIGHT 1700 FLOOR LEVEL Ground Storey 225 FOUNDATION LEVEL 0 -500
0001
Project number Date
Issue Date Author
Drawn by
Checker
Checked by
A107 3
South 1 : 100
Scale
1 : 100
2022/01/11 8:46:22 PM
ceiling 5600
www.autodesk.com/revit
ceiling 5600
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
ROOF LEVEL 5800
No.
Description
Date
SECOND FLOOR LEVEL First Storey 3090 2835 DRY WALL HEIGHT 1700 FLOOR LEVEL 225
Ground Storey FOUNDATION LEVEL 0 -500
West 1 : 100
Owner Project Name ELEVATIONS II 0001
Project number Date
Issue Date Author
Drawn by
Checker
Checked by
A108 Scale
1 : 100
2022/01/11 8:47:33 PM
1
Sheet 1 of 2
IBR ROOF SHEETING AT 3 DEG PITCH
WINDOW SEMI FACEBRICK SEMI FACEBRICK
SEMI FACEBRICK
DOOR
n.g.l.
F.F.L
F.F.L
NORTH ELEVATION
F.F.L
n.g.l.
n.g.l.
F.F.L
F.F.L
F.F.L
EAST ELEVATION
F.F.L
n.g.l.
IBR ROOF SHEETING AT 3 DEG PITCH
100 x 50 x 20 x 2 LIPPED CHANNEL
WINDOW
SEMI FACEBRICK SEMI FACEBRICK
SEMI FACEBRICK DOOR
ie
ie
F.F.L ie
WEST ELEVATION
NEW 100mmØ P.V.C SOILPIPE @ MIN. FALL 1:40
TOILET
F.F.L
TOILET
F.F.L
TOILET
TOILET
TOILET
n.g.l.
n.g.l.
F.F.L ie
ie
ie
F.F.L
F.F.L
SOUTH ELEVATION
n.g.l.
ie
n.g.l.
STEPS DOWN
D02
D03
D02
D03
W01
D02
W02
W02
146 x 254 x 6 I-BEAM
FFL
DOOR NO.
D 02
QUANTITY
11
FRAME FINISH
SOLID MERANTI TIMBER DOOR FRAME FIXED TO BRICKWRK AND FINISHED WITH MIN. 2 COATS OF VARNISH COLOR TO ARCHITECTS APPROVAL
DOOR TYPE
GENERAL NOTES & COMMENTS
FFL
DOOR NO.
D 03
QUANTITY
02
FRAME FINISH
ALUMINIUM DOOR FRAME FIXED TO BRICKWRK AND POWDER COATED FINISH. COLOR TO ARCHITECTS APPROVAL
DOOR TYPE
SEMI- SOLID HOLLOW CORE INTERNAL MERANTI TIMBER DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL
ALUMINIUM DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL
GENERAL NOTES & COMMENTS
- ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE - EXTERNAL DOOR FRAMES: 75X50 MERANTI TIMBER - INTERNAL DOOR FRAMES: 110X50 MERANTI TIMBER
FFL
DOOR NO.
- ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE
D 02
QUANTITY
05
FRAME FINISH
SOLID MERANTI TIMBER DOOR FRAME FIXED TO BRICKWRK AND FINISHED WITH MIN. 2 COATS OF VARNISH COLOR TO ARCHITECTS APPROVAL
DOOR TYPE
GENERAL NOTES & COMMENTS
FFL
DOOR NO.
D 03
QUANTITY
02
FRAME FINISH
ALUMINIUM DOOR FRAME FIXED TO BRICKWRK AND POWDER COATED FINISH. COLOR TO ARCHITECTS APPROVAL
DOOR TYPE
SEMI- SOLID HOLLOW CORE INTERNAL MERANTI TIMBER DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL
GENERAL NOTES & COMMENTS
- ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE - EXTERNAL DOOR FRAMES: 75X50 MERANTI TIMBER - INTERNAL DOOR FRAMES: 110X50 MERANTI TIMBER
ALUMINIUM DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL - ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE
FFL
DOOR NO.
D 02
QUANTITY
01
FRAME FINISH
SOLID MERANTI TIMBER DOOR FRAME FIXED TO BRICKWRK AND FINISHED WITH MIN. 2 COATS OF VARNISH COLOR TO ARCHITECTS APPROVAL
DOOR TYPE
GENERAL NOTES & COMMENTS
FFL
WINDOW NO.
W01
QUANTITY FRAME FINISH
SOLID HOLLOW CORE INTERNAL MERANTI TIMBER DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL
GLAZING
- ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE - EXTERNAL DOOR FRAMES: 75X50 MERANTI TIMBER - INTERNAL DOOR FRAMES: 110X50 MERANTI TIMBER
GENERAL NOTES & COMMENTS
FFL
WINDOW NO.
07
W02
RESIDENTIAL TYPE ALUMINIUM . WINDOW SECTION. BRONZE POWDER COATED.
QUANTITY FRAME FINISH GLAZING
GLASS ACCORDING TO SAGGA REGULATIONS. GLAZING THICKNESS 4MM GLASS PUTTIED WITH WINDOW PUTTY, TO COMPLY WITH SANS 10400 PART N ALUM., GLASS, CEILING, PARTIONING AND EXPANDED POLYSTYRENE TO COMPLY TO ITS RELATIVE BODIES. GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400
FFL
WINDOW NO.
15
W02
RESIDENTIAL TYPE ALUMINIUM . WINDOW SECTION. BRONZE POWDER COATED.
QUANTITY FRAME FINISH GLAZING
GLASS ACCORDING TO SAGGA REGULATIONS. GLAZING THICKNESS 4MM GLASS PUTTIED WITH WINDOW PUTTY, TO COMPLY WITH SANS 10400 PART N
GENERAL NOTES & COMMENTS
01
FIRST FLOOR PLAN (B)
RESIDENTIAL TYPE ALUMINIUM . WINDOW SECTION. BRONZE POWDER COATED.
PROPOSED NEW ALTERATION FOR: MR. & MS. WALKLY STAND : 197 STREET : 1435 PETER STREET ROODEPOORT
GLASS ACCORDING TO SAGGA REGULATIONS. GLAZING THICKNESS 4MM GLASS PUTTIED WITH WINDOW PUTTY, TO COMPLY WITH SANS 10400 PART N
ALUM., GLASS, CEILING, PARTIONING AND EXPANDED POLYSTYRENE TO COMPLY TO ITS RELATIVE BODIES. GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400
GENERAL NOTES & COMMENTS
ALUM., GLASS, CEILING, PARTIONING AND EXPANDED POLYSTYRENE TO COMPLY TO ITS RELATIVE BODIES. GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400
WINDOW SCHEDULE
DOOR SCHEDULE
146 x 254 x 6 I-BEAM
146 x 254 x 6 I-BEAM
146 x 254 x 6 I-BEAM
STEPS DOWN LOUNGE CARPET
B 70 mm DRY WALL
146 x 254 x 6 I-BEAM
146 x 254 x 6 I-BEAM
146 x 254 x 6 I-BEAM
146 x 254 x 6 I-BEAM
STEPS UP
STUDY CARPET
A
STEPS UP 146 x 254 x 6 I-BEAM
ALTER CARPET
146 x 254 x 6 I-BEAM
146 x 254 x 6 I-BEAM
146 x 254 x 6 I-BEAM
146 x 254 x 6 I-BEAM
146 x 254 x 6 I-BEAM
FIRST FLOOR PLAN (A)
NURSERY CARPET CRECHE TILES SEATING SMOOTH FLOATED CONCRETE
STEPS UP
ELECTRICAL LEGEND STEPS UP FOYER SMOOTH FLOATED CONCRETE
ie
BASIN
BASIN
BASIN
BATHROOM TILES
WC WC
146 x 254 x 6 I-BEAM
146 x 254 x 6 I-BEAM
TOILET
146 x 254 x 6 I-BEAM
TOILET
146 x 254 x 6 I-BEAM
TOILET
146 x 254 x 6 I-BEAM
146 x 254 x 6 I-BEAM
TOILET
146 x 254 x 6 I-BEAM
TOILET
TOILET
TOILET
SINK
BATHROOM TILES
CAFETERIA SMOOTH FLOATED CONCRETE
BASIN
KITCHEN TILES
146 x 254 x 6 I-BEAM
STORAGE ROOM
STEPS DOWN
146 x 254 x 6 I-BEAM 146 x 254 x 6 I-BEAM
B ie
NEW 100mmØ P.V.C SOILPIPE @ MIN. FALL 1:40
ie
ie
ie
ie
ie
ie
ie
A
GROUND FLOOR PLAN
MOUNTED IN-CEILING
All Electrical Work Shown On Plan Is Based On Common S.A.B.S. Approved Equipment To Be Used. Lights, Light fittings And Plugs Are all According To Owner Specification.
All Electrical Work To Be Done By A Qualified Electrician, Whereby A Certificate Of Compliance Must Be Issued After Work Has Been Done
STEFAN v HEERDEN
Sheet 2 of 2 146 x 254 x 6 I-BEAM
NEW 200mm CONCRETE FLOOR
DPC
STAIR DETAIL DETAIL 6
10000
84850 MG
5 m B/LINE
ie
ie RE
ie ie
E
Brick-force to be incorporated at every third brick layer
FOUNDATION DETAIL
US
ie
G
HO
IN
T IS
EX
ie
EXISTING POOL
ie
12199
PROPOSED NEW ALTERATION FOR: MR. & MS. WALKLY STAND : 197 STREET : 1435 PETER STREET ROODEPOORT
20000 ie ie ie
EXISTING O/BUILDING 12199
ie
57
99 0
All Concrete Foundations According To Engineer's Detail
D02
D03
ie
ie
ie
NEW ADDITION
2000
28450
2000
FFL
02
FRAME FINISH
SOLID MERANTI TIMBER DOOR FRAME FIXED TO BRICKWRK AND FINISHED WITH MIN. 2 COATS OF VARNISH COLOR TO ARCHITECTS APPROVAL
DOOR TYPE
GENERAL NOTES & COMMENTS
FFL
DOOR NO.
D 03
QUANTITY FRAME FINISH DOOR TYPE
SEMI- SOLID HOLLOW CORE INTERNAL MERANTI TIMBER DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL
GENERAL NOTES & COMMENTS
- ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE - EXTERNAL DOOR FRAMES: 75X50 MERANTI TIMBER - INTERNAL DOOR FRAMES: 110X50 MERANTI TIMBER
01
ie
ALUMINIUM DOOR FRAME FIXED TO BRICKWRK AND POWDER COATED FINISH. COLOR TO ARCHITECTS APPROVAL ALUMINIUM DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL - ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE
10 m B/LINE
DOOR SCHEDULE TYPICAL BALANCED HIGH PRESSURE HOT WATER SYSTEM Vacuum breaker Hot water Safety valve Vacuum Emergency ove breaker Electric water 300 Min.
Cold water
Hot water
IBR ROOF SHEETING AT 3 DEG PITCH
100 x 50 x 20 x 2 LIPPED CHANNEL
NOTE: it is recommended to placepressure control valves and relief valves on the outside in a box rather than in the roof. All geysers manufactured after 1976 must have a safety valve. Vacuun breakers prevent back-siphonage, geyser collapse and assist in geyser drainage.
100 x 50 x 20 x 2 LIPPED CHANNEL
NEW LINTELS
STUDY
Electrical connection to element & thermostat
146 x 254 x 6 I-BEAM
IBR ROOF SHEETING AT 3 DEG PITCH
Double insulated
ide
Toilet
Shower
Pressure control & expansion relief Linear strainer
NEW ADDITION
PRESSURE CONTROL
71450
LOUNGE NEW LINTELS
146 x 254 x 6 I-BEAM
rflow to outs
Drain lock
heater (Geyser) (100-400 KPa)
NOTE: This is an example of a hot water system and it must be stressed that the configuration depends on the pressure, the geyser, control valves, safety valves and the application. Geysers are usually made to withstand certain pressures as do some control valves. Consult a plumbing engineer or the supplier to obtain the best configuration for your application before purchasing.
167900
D 02
ROOF NOTES: NEW 3° CEMENT TILED ROOF. 38x114mm RAFTER AND TIE BEAM @ 750mm c/c. 38x38mm BATTENS @ 320-380mm c/c. 114x38mm RAFTER @ 1400mm. RAFTERS TIED DOWN WITH 4mm TIE-WIRE. PVC UNDERLAY TO TILES. ALL ROOF TRUSSES GUARANTEED WITH I.T.C FINAL CERTIFICATE. FINAL MEASUREMENTS TO BE TAKEN PRIOR TO CONSTRUCTION OF ROOF TRUSSES. LINTELS OVER WINDOWS AND DOORS. 100x75mm G.I. GUTTERS AND DOWNPIPES. GLAZING TO COMPLY WITH PART N OF SABS 0400. OWNER IS RESPONSIBLE FOR QUALITY AND CORRECTNESS OF BUILDING WORK.
QUANTITY
10 m B/LINE
DOOR NO.
Balostop
Mixer taps
1m HIGH BALISTRADE Hand basin
Expansion
Sink
SECTION B-B
75 100 2 x 50 x 100 beams at approx. 600 centres
700
700
700 Tie beam
3. In colder areas where frost occurs, it is highly recommended to insulate the piping with a foam sleeve or similar product. 4. Allow 150mm clearance at top of safety valve and 600mm clearance at the electrical element and thermostat for servicing purposes. The geyser should be placed in an appropriate area where it is central to all fittings and easy to reach.
AVERAGE HOT WATER CONSUMPTION 60 litres Bath 5 litres Handbasin 36 litres Shower (4 minutes / person) 6 litres Kitchen sink (per wash-up) Dishwasher / Washing machine 14 litres
3837 ie ie
800 x 800 FOUNDATION
ie
ie
0
800 x 800 FOUNDATION
Double insulated
n.g.l.
10 m B/LINE 2
DPC
15
SECTION A-A
NEW CONCRETE FOUNDATION According to engineer
F.F.L
HARDCORE FILLING
HARCORE FILLING
NEW CONCRETE FOUNDATION According to engineer
NEW 200mm CONCRETE FLOOR
CE
F.F.L
AN
DPC
28000
TR
n.g.l.
0
n.g.l.
14
NEW CONCRETE FOUNDATION According to engineer
DPC
2 x 50 x 75 beams to accomodate geyser
1. Thermstat settings to be 65°c or a maximum of 75°c 2. Galvanized iron pipes to be a maximum of 20mm in diameter, reduced to 12mm at fittings. (Copper piping is recommended)
15
HARCORE FILLING
F.F.L
Overflow
146 x 254 x 6 I-BEAM
146 x 254 x 6 I-BEAM
TOILET
Ground level
NOTE:
Geyser
14
NEW 200mm CONCRETE FLOOR F.F.L
WC
GEYSER PLATFORM IN ROOF
EN
F.F.L
STEPS DOWN
R
DPC
BATHROOM
NEW LINTELS
NEW LINTELS
Meter box
SITE PLAN
MOTOR ENTRANCE 1
O TO
n.g.l.
NEW LINTELS
Gate valve
M
NURSERY
Bath
SLAB TO END DETAILS
10688
PC LINTOLS
F.F.L
ENTRANCE LOBBY
NEW 255mm CONCRETE FLOOR SLAB
Stefan van Heerden
6
5
3
4
ITEM 1 2 3 4 5 6 7 8 9 10 11
D
7
11
9
5
6
8
4
DESCRIPTION S/H 120x120x3 L/C 150x50x20x2 L/C 150x50x20x2 L/C 150x50x20x2 L/C 150x50x20x2 L/C 150x50x20x2 L/C 150x50x20x2 L/C 150x50x20x2 L/C 150x50x20x2 L/C 150x50x20x2 L/C 75x50x20x2
D
A - 4000 m (75x50x20x2) B - 4700 m (75x50x20x2) C- 4000 m (75x50x20x2)
C
10
1
Note A,B and C Lipped Channel Beams are not viewed in the part list The dimensions are as follows:
A C
QTY 4 1 3 2 2 3 1 1 1 1 3
2 PARTS LIST PART NUMBER 2500 m S H 12 000 m L C 4700 m L C 3400 m L C 1700 m L C 4000 m L C 3000 m L C 1200 m L C 3500 m L C 1800 m L C 10800 m L C
C
B
Top View B
B
2
1
Left View
3
DRAWN
S van Heerden CHECKED
A
QA
Note: Members can be bolted together or welded together Note All L/C 150x50x20x2 specific lenghts are given in the parts list above
MFG APPROVED
2018/03/10 TITLE
3
1
Assembly Afdak
SCALE
4
REV
DWG NO
A3
5
A
Proposed Shed/Afdak SIZE
6
Right View
Front View
2
1 / 75
SHEET
1
5 1
OF
4709.55
6
4000.00
13850.47
Afdak Isometric View
1204.81
2500.00
HOUSE
5°
B
GL
GL
D
HOUSE
3056.04 A
C
Afdak consits of a slope to accomodate rain water drainage
Afdak attached to house by rawlbolts
DETAIL D SCALE 1 / 50
1
D
4000.00
4050.43 HOUSE
3454.51 B
C
3400.20
4049.19 3400.20
C
3400.38
3401.62 HOUSE
HOUSE
2
Four evenly seperated square tubing (120x120x3) columns to support the structure
C D
3
4
1825.47
5
4000.00
6
DRAWN
S van Heerden CHECKED QA
MFG
GL
5
SECTION C-C SCALE 1 / 100
APPROVED
2018/03/10 TITLE
SIZE SCALE
3
REV
DWG NO
A3
4
A
Proposed Shed/Afdak 1
Assembly Afdak 1 / 100 2
SHEET
2
5 1
OF
5
3
50.00 R2.00
2
75.00
4
20.00
6
1
4000.00
D
D
A. 75x50x20x2
4700.00 C
C
B. 75x50x20x2
11. 75x50x20x2
B 75.00
B
10800.00
All structural steel members on this sheet represent the L/C (Lip Channel type) the overall size is 75 mm x 50 mm x 20 mm x 2mm
DRAWN
S van Heerden CHECKED QA
MFG
A
APPROVED
2018/03/10 TITLE
SIZE SCALE
5
4
3
REV
DWG NO
A3
6
A
Proposed Shed/Afdak 1
Assembly Afdak 0,03 : 1 2
SHEET
3
5 1
OF
6
5
3
4
2
1
M22 Rawlbolts will be used to fasten onto the house (With All beams connected to the house)
n20.00
n20.00
n20.00 x 1122.50
D
D 1000.00
1000.00
1000.00
1000.00 4000.00
6. L/C 150x50x20x2 (4000)
n20.00
n20.00 x 485.50
1133.30
1133.30
C
1133.40 C
3400.00 4. L/C 150x50x20x2 (3400)
9. L/C 150x50x20x2 (3500)
20.00
150.00
50.00 n20.00
n20.00 x 651.75
n20.00
R2.00 875.00
875.00
B
875.00
n20.00
750.00
7. L/C 150x50x20x2 (3000)
875.00
3500.00
B n20.00 x 366.75
n20.00
750.00
750.00
750.00
3000.00 n20.00 x 707.75 n20.00
DRAWN
S van Heerden
n20.00
CHECKED QA
5. L/C 150x50x20x2 (1700)
A
MFG APPROVED
425.00 6
5
425.00 4
1700.00
425.00
425.00
2018/03/10 TITLE
SIZE
REV
DWG NO
A3
1
Assembly Afdak
SCALE
3
A
Proposed Shed/Afdak
2
1:15
SHEET
4
5 1
OF
6
5
3
4
2
1
687.50 D
D
C
C
Template for Sink Roof and Dimensions
90.00
50.00
1200.00
120°
B
B
0
1.5
DRAWN
S van Heerden
CHECKED QA MFG
A
APPROVED
2018/03/10 TITLE
SIZE
4
3
1
Assembly Afdak
SCALE
5
REV
DWG NO
A3
6
A
Proposed Shed/Afdak
2
1:8
SHEET
5
5 1
OF
www.autodesk.com/revit
Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail
No.
Description
Date
Owner Project Name COVER PAGE
0001
Project number Date
Issue Date Author
Drawn by
1 Scale
2018/02/06 11:53:09 AM
Checker
Checked by
1
Ground Storey 1 : 100
31815
6110
6437
6220
1000
125
12048
110
3055
220
114
3055
LIGHT
440
3428
440
3430
CEILING
440
19
CURTAIN WALL
19
440
22 ROOFLINE
4
19
2
NEW BEDROOM 35 m²
22
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
CARPET
TOP
3362
110 1800
440
2000
BIC
11
2920
WHB
B
3365
440
---
B-ROOM TILES 5 m² WC
22
22
CURTAIN WALL
NEW BEDROOM 24 m²
No.
1779 220 1800 220
21 22
WHB
2
440
440
3606
22
23
ROOFLINE
23
LINTELS
LINTELS
24
TILES
20
NEW COVERED WALKWAY Not Enclosed STONE
22
6. BASEMENT STOREY STAIR SECTION 8 FOUNDATION 1 : 25 FOOTING
ROOFLINE
440
3 2
220
3399
110
2580
110
2600
Date
1952
NEW FIRE PLACE (GAS)
2
3124
Description
TILES
22 3364
1800
9
SH
B
WC
440
1907
OUTSIDE BALCONY Not Enclosed
GRANO
NEW RECEPTION AREA 41 m²
NEW W.I.C 5 m²
12
B-ROOM 5 m² TILES
ROOFLINE
17
NEW GARAGE 42 m²
BIC BIC
NEW W.I.C 5 m²
SH
ROOFLINE
New 150 mm thick reinforced concrete roof slab over according to engineers details.
TOP
BIC
8
4000
440
2190
6
NEW BEDROOM 23 m²
22
TILES NEW PASSAGE AND CORRIDOR 32 m²
17545
3361
2201090
5
19
7
NEW LINEN STORE 3 m²
13 ROOFLINE
NEW GARAGE 18 m²
6000
BIC
10
GRANO
TOP
16
BIC
NEW PASSAGE
CARPET
NEW W.I.C 5 m²
3000
CARPET
BIC
23
15
BIC
NEW W.I.C 7 m²
BEAM OVER
22
SH
LINTELS
20545
14
CARPET
23
B
1077
Main Bedroom 52 m² CARPET
WHB
WHB
SH
22
WC
B - Room 5 m²
820
LINTELS
3361 440
8768
B - Room 8 m²
22
439
WHB
WC
TOP
110 1910
B
5227
ROOFLINE
3885
2451
19
ROOFLINE
440
19
22
1203
3. GROUND FLOOR SECTION - ROOF, CELING 7 &1 :LIGHTS 20
2120
OUTSIDE BALCONY Not Enclosed
440
3000
2010
440
3430
440
440
www.autodesk.com/revit
150
110
3640
6217
5000
220
Owner 1700
Project Name
5
2
2
7
FLOOR PLAN
2
0001
Project number
Issue Date
Date
S.VH
Drawn by
1. GROUND FLOOR 2 SECTION 1 : 200
2. GROUND FLOOR 3 SECTION 1 : 200
3. GROUND FLOOR 4 SECTION 1 : 200
1. GROUND FLOOR - WINDOW 5 SECTION 1 : 25
1. GROUND FLOOR - DOOR 6 SECTION 1 : 25
Checker
Checked by
2 Scale
As indicated
2018/02/06 12:28:59 PM
6
1231
4557
110
2557
110
4494
3495
3055
4. LOWER GROUND STOREY STAIR SECTION 4 Callout 1 : 25 1
300
www.autodesk.com/revit 440 791
22
186
440
220
22 39
WHB
B - ROOM 5 m² TILES
23
22
B
SH
NEW W.I.C 5 m²
TILES
PLAY ROOM 25 m²
BIC
OPEN BALCONY Not Enclosed
22 29
38
37 600
NEW PRAYING ROOM 34 m²
440 3345
CARPET
LIVING ROOM/KITCHEN/DINING ROOM Not Enclosed
22
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
CARPET
OPEN BALCONY Not Enclosed
WATER FOUNTAIN
26
2
27 3
4
3
22
440
HARDCORE FILLING
Consultant Address Address Phone Fax e-mail
5922
22 22 33
11601
2781
BIC
28
3516
220
36
CARPET
23
440
2230
CARPET
Consultant Address Address Phone Fax e-mail
220 1269 220
440
5341
35 NEW BEDROOM 24 m²
HARDCORE FILLLING
2231
WC
TOP DINING ROOM
TILES
2735
34 Room 10 m²
HARDCORE FILLING
22
2
WHB
24
Room 3 m²
3
2723
OPEN BALCONY Not Enclosed
TOP
220
TOP
31
2503
2943
2754
440
22
300
4190
CARPET TILES
HARDCORE FILLLING
3389
32
22
20
20
---
3731
1
220
3856
220
2 72
22
50
30 -
186
220
440
WC
3939
110 1318 110
No.
Description
Date
5666
5. LOWER GROUND STOREY STAIR SECTION 5 Callout 1 : 25 1
Lower Ground Story 1 : 100
Owner Project Name LOWER GROUND STOREY
5
4
3
189
3
0001
Project number
Issue Date
Date
4. LOWER GROUND STAIR SECTION 2 STOREY 1 : 100
5. LOWER GROUND STAIR SECTION 3 STOREY 1 : 100
6. LOWER GROUND STORY EXTERIOR STAIR 6 SECTION 1 : 50
Author
Drawn by
Checker
Checked by
3 Scale
As indicated
2018/02/06 12:32:07 PM
250
19609
6973
220
220
2400
110
3356
11418
1320
220 1201 220
5230
6110
www.autodesk.com/revit
220
220
23
41
1931 440
220
220
20545
72 9 SH
N -VOID 13 m² SH
52
NEW BOAT GARAGE 40 m² GRANO
TILE
WC
3753
WHB
CARPET WHB
NEW STAFF QUARTERS 11 m²
220
2835
2173
B
TILE
220
22
WC
NEW B - ROOM 6 m²
49
50
220
12871
22
220
3166
30.1 2°
220
NEW BOATING EQUIPMENT STORE N - CLOAK ROOM 6 m² 8 m² TILE
6628
500
47
51
2000
220
No.
2503
46
Consultant Address Address Phone Fax e-mail
Description
Date
110
GYM EQUIPMENT
22
Consultant Address Address Phone Fax e-mail
1212
23
GYM 77 m²
TILE
HARDCORE FILLING
GYM EQUIPMENT
439
440
1000
6015
22
3668
1930
600
GYM EQUIPMENT
45
5998
40
3585
440
22
220
42
1931
1930
43
3585
8326
20545
988
HARDCORE FILLING
220 1200
GRANO
220
1000
2067
ENCLOSED VOID Not Enclosed
44
1000
220
CARPET
OPEN BALCONY Not Enclosed
1000
2000
STUDY 15 m² CARPET
Consultant Address Address Phone Fax e-mail
220
4141
LIBRARY 9 m² CARPET
CINEMA ROOM 42 m²
Consultant Address Address Phone Fax e-mail
6. BASEMENT STOREY SECTION - Callout 2 4 STAIR 1 : 25
220 1220
14729 300
Owner
1 : 100 186
Project Name BASEMENT GROUND STOREY
0001
Project number
3 4
Issue Date
Date
4
Author
Drawn by
4
Checker
Checked by
8 2
6. BASEMENT STOREY 6. BASEMENT STOREY SECTION STAIR SECTION - Callout 1 2 STAIR 3 1 : 100 1 : 20
4 Scale
As indicated
2018/02/06 12:29:47 PM
Basemanet Ground Story
31.7 5°
1
www.autodesk.com/revit
Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail
First Story 2785 Ground Storey
Consultant Address Address Phone Fax e-mail
0 I BEAM -500 NGL -255 Brick Pillars 2 -1630 Lower Ground Story
Consultant Address Address Phone Fax e-mail
-2785 Stair Case NGL BASE 2 -4172 -3040 Basemanet Ground Story -5570
Consultant Address Address Phone Fax e-mail
NGL 3 -5825 Bottom of Pool
-7725
1
East 1 : 100
First Story
No.
Description
Date
2785 Brick Pillars 1155 Ground Storey I BEAM 0 -500 NGL
-255 Brick Pillars 2 Lower Ground -1630 Story -2785
Stair Case NGL BASE 2 -4172 -3040 Basemanet Ground Story NGL 3 -5570 -5825 Bottom of Pool
-7725
Owner
North 1 : 100
Project Name ELEVATIONS I (E&N)
0001
Project number Date
Issue Date Author
Drawn by
Checker
Checked by
5 Scale
1 : 100
2018/02/06 12:30:44 PM
2
5 2
30 23 -8000
www.autodesk.com/revit
0 87 19
Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail
STAND 278
4720
TO P
-5997
-7000
264
OS UR FA C
Consultant Address Address Phone Fax e-mail
N
Consultant Address Address Phone Fax e-mail
E
/ 10
PROPERTY LINE
-6000
2414
STAND 287
Consultant Address Address Phone Fax e-mail
2568 0
NEW POOL
TOPOSURFACE
50507
00
24 28 0
1800
2
PRO PER TY L I
NE 25 / 1000
-230
No.
37 97
4
Description
Date
16259 NEW DWELLING
STAND 275
/ 1000 462
---
3
2720
-
2418
2
2555
-230
E CL HI SS VE C E AC
2
2m STORMWATER SERVITUDE LINE
5
[No Slope]
258 / 1000
PROPERTY LINE
1
17713
2
-230
IN
58876 STAND 274
D 87 OA 8 12 L R NA R TE
Owner Project Name SITE PLAN 0001
Project number Date
Issue Date Author
Drawn by
Checker
Checked by
7
1 6
1
Site 1 : 100
Scale
1 : 100
2018/02/06 12:31:03 PM
18354
2
2m STORMWATER SERVITUDE LINE
6
1:00 PM www.autodesk.com/revit
09 June
N
6:51 AM
E
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
No.
Description
5:23 PM
Date
Owner Project Name SUN PATH 0001
Project number
S
Issue Date
Date
Author
Drawn by
Checker
Checked by
1
SUN PATH
8 Scale
2018/02/06 5:39:58 PM
W
Spatial Set - Working Drawings