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Index Date Author Description
This drawing may not be copied, reproduced, or disclosed to third parties - This drawing was made with ADVANCE STEEL edited by Autodesk
Coating
Material
Scale
Order
Designer
Detailer
DateName
Project
Client:
Model DWG
Location
Project No. Drawing Num.
Date :
Building
Status Comment
4 BAY WORKSHOP
G01P1910022TMR
TSHEDZA MINING RESOURCES
...w 4Bay Workshop+Washbay.dwg
New 4 Bays Workshop+Washbay
T. K
T. K & B. N
2019/12/09
2019/10/01
1:100
HD Galvanised
Concrete,S355JR
MANUNGU COLLIERY
1
NOTES1. ALL STRUCTURAL STEEL TO BE OF S355JR UNLESS OTHERWISE STATED.2. ALL WELDS TO BE 6mm CONTINUOUS FILLET UNLESS OTHERWISE STATED AND TO CONFORM TOAPPROVED STANDARDS (CLIENT AND/SABS 044 & SANS 0167). WHERE APPLICABLE, ALL WELDING AREAS TOBE CHAMFERED.3. ELECTRODES TO BE APPROVED BY THE ENGINEER OR FOLLOW APPLICABLE STANDARD.4. BUTT WELDS AND SPLICES SHALL DEVELOP THE FULL STRENGTH OF THE JOINT ELEMENT.5. WELDING SHALL BE PERFORMED BY CODED WELDERS. SUPPORTING DOCUMENTATION TO BE SUBMITTEDTO THE ENGINEER.6. QUALITY CONTROL ON WELDS SHALL BE AS FOLLOWS6.1 ALL WELDS TO BE INSPECTED USING VISUAL AIDS,6.2 BUTT WELDS : 100% ULTRASONIC NDT,6.3 FILLET WELDS : 20% MPI.7. ALL BOLTS TO BE OF GRADE 8.8 UNLESS OTHERWISE STATED.8. ALL DIMENSIONS AND LEVELS TO BE CHECKED PRIOR TO FABRICATION OF THE STRUCTURE.9. ERECTION METHOD STATEMENT TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL.10. CERTIFICATION FROM THE STEEL SUPPLIER VERIFYING STEEL AND BOLTS GRADES TO BE SUBMITTED TO THEENGINEER.11. ALL EDGES TO BE GROUND SMOOTH.12. STRUCTURAL STEEL TO COMPLY TO SANS 1200H UNLESS OTHERWISE STATED.13. STRUCTURAL STEEL PROTECTION IS HOT DIP GALVANIZED OR AS PER CLIENT'S SPECIFICATIONS.
SWL: ?
Isometric View
7
7
B
B
F
F
C
C
D
D
E
E
G
G
2
2
3
3
4
4
5
5
6
6
A
A
1
1
Index Date Author Description
This drawing may not be copied, reproduced, or disclosed to third parties - This drawing was made with ADVANCE STEEL edited by Autodesk
Coating
Material
Scale
Order
Designer
Detailer
DateName
Project
Client:
Model DWG
Location
Project No. Drawing Num.
Date :
Building
Status Comment
4 BAY WORKSHOP
G02P1910022TMR
TSHEDZA MINING RESOURCES
...w 4Bay Workshop+Washbay.dwg
New 4 Bays Workshop+Washbay
T. K
T. K & B. N
2019/12/11
2019/10/01
1:100
HD Galvanised
Concrete,S355JR
MANUNGU COLLIERY
1
NOTES1. ALL STRUCTURAL STEEL TO BE OF S355JR UNLESS OTHERWISE STATED.2. ALL WELDS TO BE 6mm CONTINUOUS FILLET UNLESS OTHERWISE STATED AND TO CONFORM TOAPPROVED STANDARDS (CLIENT AND/SABS 044 & SANS 0167). WHERE APPLICABLE, ALL WELDING AREAS TOBE CHAMFERED.3. ELECTRODES TO BE APPROVED BY THE ENGINEER OR FOLLOW APPLICABLE STANDARD.4. BUTT WELDS AND SPLICES SHALL DEVELOP THE FULL STRENGTH OF THE JOINT ELEMENT.5. WELDING SHALL BE PERFORMED BY CODED WELDERS. SUPPORTING DOCUMENTATION TO BE SUBMITTEDTO THE ENGINEER.6. QUALITY CONTROL ON WELDS SHALL BE AS FOLLOWS6.1 ALL WELDS TO BE INSPECTED USING VISUAL AIDS,6.2 BUTT WELDS : 100% ULTRASONIC NDT,6.3 FILLET WELDS : 20% MPI.7. ALL BOLTS TO BE OF GRADE 8.8 UNLESS OTHERWISE STATED.8. ALL DIMENSIONS AND LEVELS TO BE CHECKED PRIOR TO FABRICATION OF THE STRUCTURE.9. ERECTION METHOD STATEMENT TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL.10. CERTIFICATION FROM THE STEEL SUPPLIER VERIFYING STEEL AND BOLTS GRADES TO BE SUBMITTED TO THEENGINEER.11. ALL EDGES TO BE GROUND SMOOTH.12. STRUCTURAL STEEL TO COMPLY TO SANS 1200H UNLESS OTHERWISE STATED.13. STRUCTURAL STEEL PROTECTION IS HOT DIP GALVANIZED OR AS PER CLIENT'S SPECIFICATIONS.
SWL: ?
View
Tool store site location
Double Lattice Columns
P119
P110
P112
P118
C113
C108
C111
Single lattice column
C106
Single Lattice column
C103
C100
C101
Single lattice column
Double lattice column
19
33
3
65
0
15
50
11
53
85
59
6
170 1780 3050 5000 5000 3050 1780
170 19660 170
R100
R115
C112
C111
GP100
GP102
GP101
7 23456 1
A
A
A - A
Index Date Author Description
This drawing may not be copied, reproduced, or disclosed to third parties - This drawing was made with ADVANCE STEEL edited by Autodesk
Coating
Material
Scale
Order
Designer
Detailer
DateName
Project
Client:
Model DWG
Location
Project No. Drawing Num.
Date :
Building
Status Comment
4 BAY WORKSHOP
G03P1910022TMR
TSHEDZA MINING RESOURCES
...w 4Bay Workshop+Washbay.dwg
New 4 Bays Workshop+Washbay
T. K
T. K & B. N
2019/12/11
2019/10/01
1:100
HD Galvanised,None
Concrete,S355JR
MANUNGU COLLIERY
1
NOTES1. ALL STRUCTURAL STEEL TO BE OF S355JR UNLESS OTHERWISE STATED.2. ALL WELDS TO BE 6mm CONTINUOUS FILLET UNLESS OTHERWISE STATED AND TO CONFORM TOAPPROVED STANDARDS (CLIENT AND/SABS 044 & SANS 0167). WHERE APPLICABLE, ALL WELDING AREAS TOBE CHAMFERED.3. ELECTRODES TO BE APPROVED BY THE ENGINEER OR FOLLOW APPLICABLE STANDARD.4. BUTT WELDS AND SPLICES SHALL DEVELOP THE FULL STRENGTH OF THE JOINT ELEMENT.5. WELDING SHALL BE PERFORMED BY CODED WELDERS. SUPPORTING DOCUMENTATION TO BE SUBMITTEDTO THE ENGINEER.6. QUALITY CONTROL ON WELDS SHALL BE AS FOLLOWS6.1 ALL WELDS TO BE INSPECTED USING VISUAL AIDS,6.2 BUTT WELDS : 100% ULTRASONIC NDT,6.3 FILLET WELDS : 20% MPI.7. ALL BOLTS TO BE OF GRADE 8.8 UNLESS OTHERWISE STATED.8. ALL DIMENSIONS AND LEVELS TO BE CHECKED PRIOR TO FABRICATION OF THE STRUCTURE.9. ERECTION METHOD STATEMENT TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL.10. CERTIFICATION FROM THE STEEL SUPPLIER VERIFYING STEEL AND BOLTS GRADES TO BE SUBMITTED TO THEENGINEER.11. ALL EDGES TO BE GROUND SMOOTH.12. STRUCTURAL STEEL TO COMPLY TO SANS 1200H UNLESS OTHERWISE STATED.13. STRUCTURAL STEEL PROTECTION IS HOT DIP GALVANIZED OR AS PER CLIENT'S SPECIFICATIONS.
SWL: ?
HOLDING DOWN BOLTS PLAN
SCALE 1:100
BAY 1 with Rails BAY 2 BAY 3 BAY 4
7
7
BB
FF
CC
DD
EE
GG
2
2
3
3
4
4
5
5
6
6
AA
1
1
120
120
2760
120
120
310 310
120 120 120 120 120
120
2760
120
120 120 120
120
120
2760
120
120
170 170
170
170
2660
170
170
310 310
170
170
2660
170
170
120 120 120 120 120
120
2760
120
120
170 170
170
170
2660
170
170
170 170
170 170
170
170
2660
170
170
170 170
120 120
310 310
170 170
13000 3000 13000 13000 3000 13000
17
0
17
0
16
60
12
0
12
0
17
0
17
0
16
60
12
01
20
27
70
16
0
16
0
17
0
17
0
16
60
12
01
20
27
70
16
0
16
0
17
0
17
0
16
60
12
0
12
0
17
0
17
0
17
80
12
0
12
0
16
60
17
0
17
0
16
01
60
18
30
12
0
12
0
16
0
16
0
27
70
12
01
20
16
60
17
0
17
0
12
0
12
0
16
60
17
0
17
0
12
0
12
0
16
60
17
0
17
0
16
01
60
16
0
16
0
27
70
12
01
20
16
60
17
0
17
0
19
50
30
50
50
00
50
00
30
50
19
50
12 - HOLDING DOWN BOLTS 24
