1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
3000
D
3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000
3000 3000
30 00
20 00
70 00
SCALE 1:75
EXISTING MASONRY
AND 600MM
ALUMINIUM AWNING
C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16
C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16
C17 C17
500 3000
Scale:
Client;
Project;
Title:
Date:
1:75
2021-12
1
PLAN
Tel: 020 222016, E-mail:
[email protected]
NAIROBI
interphase consultants
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000
3000 3000
30 00
20 00
70 00
9000 END OF BUILDING
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
EXTENDED BUILDING
36 00
90 0
ANNEXE ELEVATION
SCALE 1:75
-
Scale:
Client;
Project;
Title:
Date:
1:75
2021-12
2
AVENUE AND ANNEXE ELEVATION
Tel: 020 222016, E-mail:
[email protected]
NAIROBI
APPLICATION
BEFORE DESPATCH.
RELEVANT DRAWINGS.
1. 4. NOS. 20MM DIAMETER H.D BOLTS X 600 LONG
COMPLETE WITH NUTS,
FLAT ROUND WASHERS AND 100 X 6 THK X 100 LONG
(REF: STD/AP100-22)
2. 4. NOS. 20MM DIAMETER H.D BOLTS X 600 LONG
COMPLETE WITH NUTS,
FLAT ROUND WASHERS AND 100 X 6 THK X 100 LONG
(REF: STD/AP100-22)
'b'
COMPLETE WITH NUTS,
FLAT ROUND WASHERS AND 100 X 6 THK X 100 LONG
(REF: STD/AP100-22)
4. ALL H.D BOLTS BE CAST USING THE SPECIFIED &
SUPPLIED CASTING TEMPLATES
FOR NO LATERAL MOVEMENT.
BASES ACCURATELY
AND PROVIDING A NON-SHRINK 200 X 25 THICK X 200
LONG SAND/CEMENT
STARTS.
7. TOP OF ALL BASES AT THE RESPECTIVE BASES MUST BE
AT THE SAME LEVEL.
AND PLUMBED, THE BUILDER
COLUMN BASE PLATES
9. CASTING TEMPLATES CTT1, CTT2 & CTT3 ARE SUPPLIED
FOR USE AT THE
YARD AFTER THEIR
10. FOR FOUNDATION & OTHER SUCH DETAILS READ THIS
DRAWING INCONJUCTION
QTY MEMBER LENGTH(m)
KG/M KG
QTY MEMBER KG/M KGLENGTH(m)
STEEL RAILING SCHEDULE (SHS)
QTY MEMBER KG/M KG
(mm) (mm) (mm) (mm)
56 145 24 11480
GABLE ROOF
GABLE ROOF
50x50x6mm SHS
50x50x6mm SHS
100x6mm CHS
1:50
6 0 0
6 0 0
1 0 0
6 0
0 6
0 0
1 0
1:50
WALKWAY GRATING
900 900 900 900 900900 900 900 900 900 900 900
SPACE FRAME 2 WALKWAY GRATING DETAILS
1:50
Scale:
Client;
Project;
Title:
Date:
DETAILS
Tel: 020 222016, E-mail:
[email protected]
NAIROBI
APPLICATION
BEFORE DESPATCH.
RELEVANT DRAWINGS.
1. 4. NOS. 20MM DIAMETER H.D BOLTS X 600 LONG
COMPLETE WITH NUTS,
FLAT ROUND WASHERS AND 100 X 6 THK X 100 LONG
(REF: STD/AP100-22)
2. 4. NOS. 20MM DIAMETER H.D BOLTS X 600 LONG
COMPLETE WITH NUTS,
FLAT ROUND WASHERS AND 100 X 6 THK X 100 LONG
(REF: STD/AP100-22)
'b'
COMPLETE WITH NUTS,
FLAT ROUND WASHERS AND 100 X 6 THK X 100 LONG
(REF: STD/AP100-22)
4. ALL H.D BOLTS BE CAST USING THE SPECIFIED &
SUPPLIED CASTING TEMPLATES
FOR NO LATERAL MOVEMENT.
BASES ACCURATELY
AND PROVIDING A NON-SHRINK 200 X 25 THICK X 200
LONG SAND/CEMENT
STARTS.
7. TOP OF ALL BASES AT THE RESPECTIVE BASES MUST BE
AT THE SAME LEVEL.
AND PLUMBED, THE BUILDER
COLUMN BASE PLATES
9. CASTING TEMPLATES CTT1, CTT2 & CTT3 ARE SUPPLIED
FOR USE AT THE
YARD AFTER THEIR
10. FOR FOUNDATION & OTHER SUCH DETAILS READ THIS
DRAWING INCONJUCTION
QTY MEMBER LENGTH(m)
KG/M KG
STEEL RAILING SCHEDULE (SHS)
QTY MEMBER KG/M KG
(mm) (mm) (mm) (mm)
SHS 50X50X5.0MM 6.4
56 145 24 11480
75 300
EXISTING 300X300MM
CONCRETE COLUMN
HOLLOW SECTION
CHS 60X5.0MM
CHS 60X5.0MM
CHS 100X5.0MM
CHS 100X5.0MM
CHS 100X5.0MM
CHS 60X5.0MM
HOLLOW SECTION
CHS 60X5.0MM
CHS 60X5.0MM
CHS 100X5.0MM
CHS 100X5.0MM
CHS 100X5.0MM
CHS 60X5.0MM
CROSBY S319SWG
HOLLOW SECTION
CHS 60X5.0MM
CHS 60X5.0MM
CHS 100X5.0MM
CHS 100X5.0MM
CHS 60X5.0MM
Scale:
Client;
Project;
Title:
Date:
Tel: 020 222016, E-mail:
[email protected]
NAIROBI
APPLICATION
BEFORE DESPATCH.
RELEVANT DRAWINGS.
1. 4. NOS. 20MM DIAMETER H.D BOLTS X 600 LONG
COMPLETE WITH NUTS,
FLAT ROUND WASHERS AND 100 X 6 THK X 100 LONG
(REF: STD/AP100-22)
2. 4. NOS. 20MM DIAMETER H.D BOLTS X 600 LONG
COMPLETE WITH NUTS,
FLAT ROUND WASHERS AND 100 X 6 THK X 100 LONG
(REF: STD/AP100-22)
'b'
COMPLETE WITH NUTS,
FLAT ROUND WASHERS AND 100 X 6 THK X 100 LONG
(REF: STD/AP100-22)
4. ALL H.D BOLTS BE CAST USING THE SPECIFIED &
SUPPLIED CASTING TEMPLATES
FOR NO LATERAL MOVEMENT.
BASES ACCURATELY
AND PROVIDING A NON-SHRINK 200 X 25 THICK X 200
LONG SAND/CEMENT
STARTS.
7. TOP OF ALL BASES AT THE RESPECTIVE BASES MUST BE
AT THE SAME LEVEL.
AND PLUMBED, THE BUILDER
COLUMN BASE PLATES
9. CASTING TEMPLATES CTT1, CTT2 & CTT3 ARE SUPPLIED
FOR USE AT THE
YARD AFTER THEIR
10. FOR FOUNDATION & OTHER SUCH DETAILS READ THIS
DRAWING INCONJUCTION
QTY MEMBER LENGTH(m)
KG/M KG
STEEL RAILING SCHEDULE (SHS)
QTY MEMBER KG/M KG
(mm) (mm) (mm) (mm)
SHS 50X50X5.0MM 6.4
56 145 24 11480
Scale:
Client;
Project;
Title:
Date:
Tel: 020 222016, E-mail:
[email protected]
NAIROBI
APPLICATION
BEFORE DESPATCH.
RELEVANT DRAWINGS.
1. 4. NOS. 20MM DIAMETER H.D BOLTS X 600 LONG
COMPLETE WITH NUTS,
FLAT ROUND WASHERS AND 100 X 6 THK X 100 LONG
(REF: STD/AP100-22)
2. 4. NOS. 20MM DIAMETER H.D BOLTS X 600 LONG
COMPLETE WITH NUTS,
FLAT ROUND WASHERS AND 100 X 6 THK X 100 LONG
(REF: STD/AP100-22)
'b'
COMPLETE WITH NUTS,
FLAT ROUND WASHERS AND 100 X 6 THK X 100 LONG
(REF: STD/AP100-22)
4. ALL H.D BOLTS BE CAST USING THE SPECIFIED &
SUPPLIED CASTING TEMPLATES
FOR NO LATERAL MOVEMENT.
BASES ACCURATELY
AND PROVIDING A NON-SHRINK 200 X 25 THICK X 200
LONG SAND/CEMENT
STARTS.
7. TOP OF ALL BASES AT THE RESPECTIVE BASES MUST BE
AT THE SAME LEVEL.
AND PLUMBED, THE BUILDER
COLUMN BASE PLATES
9. CASTING TEMPLATES CTT1, CTT2 & CTT3 ARE SUPPLIED
FOR USE AT THE
YARD AFTER THEIR
10. FOR FOUNDATION & OTHER SUCH DETAILS READ THIS
DRAWING INCONJUCTION
QTY MEMBER LENGTH(m)
KG/M KG
STEEL RAILING SCHEDULE (SHS)
QTY MEMBER KG/M KG
(mm) (mm) (mm) (mm)
SHS 50X50X5.0MM 6.4
56 145 24 11480
Scale:
Client;
Project;
Title:
Date:
DETAILS
Tel: 020 222016, E-mail:
[email protected]
NAIROBI
APPLICATION
BEFORE DESPATCH.
RELEVANT DRAWINGS.
1. 4. NOS. 20MM DIAMETER H.D BOLTS X 600 LONG
COMPLETE WITH NUTS,
FLAT ROUND WASHERS AND 100 X 6 THK X 100 LONG
(REF: STD/AP100-22)
2. 4. NOS. 20MM DIAMETER H.D BOLTS X 600 LONG
COMPLETE WITH NUTS,
FLAT ROUND WASHERS AND 100 X 6 THK X 100 LONG
(REF: STD/AP100-22)
'b'
COMPLETE WITH NUTS,
FLAT ROUND WASHERS AND 100 X 6 THK X 100 LONG
(REF: STD/AP100-22)
4. ALL H.D BOLTS BE CAST USING THE SPECIFIED &
SUPPLIED CASTING TEMPLATES
FOR NO LATERAL MOVEMENT.
BASES ACCURATELY
AND PROVIDING A NON-SHRINK 200 X 25 THICK X 200
LONG SAND/CEMENT
STARTS.
7. TOP OF ALL BASES AT THE RESPECTIVE BASES MUST BE
AT THE SAME LEVEL.
AND PLUMBED, THE BUILDER
COLUMN BASE PLATES
9. CASTING TEMPLATES CTT1, CTT2 & CTT3 ARE SUPPLIED
FOR USE AT THE
YARD AFTER THEIR
10. FOR FOUNDATION & OTHER SUCH DETAILS READ THIS
DRAWING INCONJUCTION
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
HIGH TENTILE STRENGTH CRANE TRAVELLING CABLE WITH KAVLAR KNITTING
AND UV-RESISTANCE CABLE WIRE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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