KEY PLAN
26115
1180
2460
1970
4055
2668
2595
5390
5797
B
700
FEC-TB12EXP-STR-CHR-200
OPENING FOR EXIST. MANHOLES
PD1
SC2
PD1
SC2
262
PD1
SC2
2Ø
12@150
POST INSTALLED BARS 20Ø EBEDED
350
PD1
SC2
1. NO DIMENSIONS ARE TO BE SCALED.
+0.55
PD1
SC2
A
NOTES
NEW PEDESTAL AS/DET.
5546
PD1
SC2
PD1
SC2
88
FB4
FB1
350
FB4*
252
1041
98
1041
1041
1041
350
105 245
COLUMN
AS/SCH.
07
1041
FB1
1041
1041
185
PD1
SC1
400mm THK
RAFT
T12@15-T&B/EW
7429
165
PD1
SC1
PD1
SC2
252
98
08
1837
PD1
SC2
648
PD1
SC2
350 350
298
PD1
SC2
350
298
298
PD1
SC2
PD1
SC2
350
262
298
88
350
298
344
FB1
700
1836
350
342
PD1
SC1
1836
1836
105
1837
PD1
SC2
PD1
SC1
344
185
350 350
1788
PD1
SC1
PD1
SC1
344
1836
2435
800
165
06
350
350
298
185
298
215
2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH OTHER
DRAWINGS PRIOR TO WORK COMMENCING ON SITE.
3. DRAWINGS TO BE READ IN CONJUNCTION WITH WRITTEN SPECIFICATION.
06
300
600
700
507
PD1
SC2
350
507
FB2
PD1
SC1
4. THE CONTRACTOR SHALL PREPARE THE SHOP DRAWINGS IN
COORDINATION WITH FINAL APPROVED EQUIPMENT / MATERIALS AND
ACTUAL SITE CONDITIONS.
750
PD1
PD1
700
507
FB2
700
507
507
350
350
PD1
SC2
SPECIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BRING THIS
TO THE ATTENTION OF ENGINEER.
FB2
PD1
SC2
IN THE EVENT OF ANY DISPARITY BETWEEN DRAWINGS AND WRITTEN
4216
FB3
FB3
FB3
PD1
SC2
262
FB2
507
PD1
SC2
FB2
PD1
SC2
460
460
460
PD1
SC2
FB2
460
FB2
88
350
98 252
105 245
165 185
460
FB3
FB3
FB3
FB3
4216
FEC-TB12EXP-STR-CHR-200
800
300
05
100mm FINSHED SCREED AS/SET.
J
1
I
H
G
F
E
D
C
B
150mm S.O.G AS/PLAN
A
2Ø
12@150
POST INSTALLED BARS 20Ø EBEDED
C 1 FOUNDATION & COLUMN LAYOUT
ROAD BASE TO 98% MDD
SAND FILL COMPACTED TO 95% MDD
WATERPROOFING MEMBRAINE & PROTECTION BOARD AS/SPEC.
RAFT AS/DET.
50mm SCREED PROTECTION AS/SPEC.
WATERPROOFING MEMBRAINE AS/SPEC.
1 : 75
SEC-A
A
100mm PCC
1 : 25
95% WELL COMPACTED EXIST. SOIL
PLANT BEAMS SCHEDULE FLVL
BOTTOM STEEL
WIDTH
400
300
300
300
400
DEPTH
600
1200
1200
1200
900
BOTT. STRAIGHT
5T16
5T16
5T16
5T20
5T20
BOTT. EXTRA
---------------------
TOP. AT SUPP.
---------------------
STIRRUPS
SIDE FACE BARS
TOP AT ENDS
---------------------
NEAR SUPP.
4L-T10@150
4L-T10@150
4L-T12@150
4L-T10@150
4L-T10@150
AT MID. SPAN
<varies>
4L-T10@200
4L-T12@200
4L-T10@200
4L-T10@200
REMARKS
<varies>
T12@150
T12@150
T12@150
T12@150
20T16
T12@150
25
700
25
25
Type Mark
FB1
FB2
FB3
FB4
FB4*
TOP STEEL
TOP
STRAIGHT
5T20
5T20
5T20
6T20
7T20
PEDESTAL SCHEDULE
Stirrups
Outer
Inner
T12@150 2T10@150
00
NOTES:
APPR.
DESIGNED, BUILT & OWNED BY:
-0.55
NATIONAL CENTRAL COOLING COMPANY (PJSC)
P.O. BOX 29478, ABU DHABI, UNITED ARAB EMIRATES
T: +971 2 2020400
F: +971 2 6455008
1 : 10
- RAFT IS DESIGNED BASED ON ALLOWABLE NET BEARING CAPACITY 250 KN/m2.
AS PER THE GEOTECHNICAL LETTER AND TO BE VERIFIED BY THE CONTRACTOR WITH FOUNDATION LEVEL.
- RAFT IS DESIGNED ON VERTICLE LOADS ONLY , THESE LOADS BROUGHT BY STEEL CONSULTANT.
100
CONSULTANT
700
400
- STEEL & FRP STRUCTURE SHALL BE REDESIGNED BY SPESIALIST.
110
180
Al Ain
110
Engineering Consultancy LLC
- CONTRACTOR SHALL SUBMIT BUILDERS WORK
DRAWINGS FOR ENGINEER'S APPROVAL WELL PRIOR
TO CASTING OF ROOF SLABS AND BEAMS.
110
100mm FINSHED SCREED AS/SET.
180
COLUMN
AS/SCH.
95% MDD SAND FILL AS/SPEC.
95% MDD SAND FILL AS/SPEC.
700x700
PEDESTAL
TB-12 DCP EXPANSION
50mm SCREED AS/SPEC.
4-Ø
24
J-BOLT..NET
LENGTH=500mm
/ 25mm THK
PLATE
2LAYER MEMBERANE AS/SPEC.
PCC AS/SPEC.
1000g POLYTHENE SHEET AS/SPEC.
95% MDD COMPACTED SOIL
-
Abu Dhabi
PROJECT
RAFT AS/DET.
- FINAL LOCATION OF THE SLEEVE TO BE COORDINATED
WITH APPROVED SHOP DRAWING.
Dubai
PO Box : 14659 Tel. : +971 (03) 7640177
AL AIN, U.A.E. Fax : +971 (03) 7640188
web : www.fittonsc.com
TOP FINISHES AS/SPEC.
150mm S.O.G AS/PLAN
110
700
400
- PROVIDE EXTRA REINFORCEMENT AROUND OPENING
AS PER GENERAL NOTE / DETAILS DRAWINGS PRIOR TO
WORK COMMENCING ON SITE.
CHEC.
P.O.Box 309 (1000) Abu Dhabi
United Arab Emirates
C 1 PEDESTAL - PD1 DETAIL
- CONTRACTOR SHOULD CHECK POINT & AREA LOADS WITH LOADS DESIGNED FOR FOOTINGS DESIGN.
- BEFORE CASTING OF ROOF SLABS AND BEAMS,
CONTRACTOR SHALL PROVIDE NECESSARY OPENINGS
IN ROOF SLABS AND BEAMS AS PER RELEVANT
APPROVED MEP SHOP DRAWINGS.
DATE
MT
COMMAND OF MILITARY WORKS
25
NOTES:
- Contractor to relocate , shifting , reinstating and protect the existing services as required .
- Contractor to protect existing structure and properties.
- Protections slabs, beddings & sleeves as per the standars, detailings and specifications.
- Bars embeded depth min. 12Ø UNO.
- Foundation beam shall be anchored to the existing foundation by min. 20Ø.
- Conjuction existing surface shall be chibbed to recived a new concrete.
- To apply bond and adhessions to join old and new concrete.
- Enlarge pedestals below plinth by min. 1".
- All levels and floors shall be aligned to the existing correspond levels and floors.
--
- IF THE FOUNDATION IS RESTING ON FILLED SOIL, THEN
COORDINATE WITH STRUCTURAL ENGINEER DURING
CONSTRUCTION.
DESCRIPTION
REV.
WALL
AS/DET.
200mm SOLD
BLOCK &
COPYING
BEAM
+0.20
BELOW
+0.55
Type Mark
Type
REMARK
SC1
305x305x97UC
SC2
305x305x118UC
03.06.2022 MO
ISSUED FOR TENDER
CLIENT
3T10@150
?
COLUMN SCHEDULE
COLUMN
AS/SCH
COLUMN
AS/SCH.
REMARK
700
Size
Type Mark Width Length
Ver. Bars
PD1
600
600
20T20
08
PD1, SC1/SC2
DISCIPLINE
STATUS
STRUCTURE
TENDER
DRAWING TITLE
1 : 20
CHILLER COLUMN LAYOUT & FOUNDATION
B
SEC-B
1 : 25
DRAWN
SS
DATE
03.06.2022
CHECKED
MO
SCALE
As indicated
DRAWING NO.
FEC-TB12EXP-STR-CHR-200
SHEET
1/1
REV. NO.
00
?
?
?
KEY PLAN
25100
165
2460
1972
4050
2670
2597
5389
5797
1015
1
AG
AG
1
SB4
SB1
JB1
AG
1
JB1
SB1
1836
1
AG
SB1
SB1
SB1
FEC-TB12EXP-STR-CHR-300
SB1
8'
8
SB2
SB4
1
AG
SB2
08
AG
1
1
AG
07
SB1
SB1
SB1
SB4
SB1
SB1
SB3
460
SB1
SB1
1
AG
5546
SB3
AG
1
PR
1
AG
1
AG
TO THE ATTENTION OF ENGINEER.
4. THE CONTRACTOR SHALL PREPARE THE SHOP DRAWINGS IN
COORDINATION WITH FINAL APPROVED EQUIPMENT / MATERIALS AND
ACTUAL SITE CONDITIONS.
AG
1
SB3
?
507
6'
AG
1
DRAWINGS PRIOR TO WORK COMMENCING ON SITE.
3. DRAWINGS TO BE READ IN CONJUNCTION WITH WRITTEN SPECIFICATION.
IN THE EVENT OF ANY DISPARITY BETWEEN DRAWINGS AND WRITTEN
SB2
SB2
PR
AG
1
2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH OTHER
SPECIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BRING THIS
SB2
JC1
1
AG
FEC-TB12EXP-STR-CHR-302
PR
SB4
AG
1
SB1
AG
1
SB4
SB1
SB3
SB1
SB1
SB1
AG
1
SB1
SB1
AG
1
1
AG
SB1
SB1
1
AG
1
AG
4216
SB1
1
AG
SB1
1. NO DIMENSIONS ARE TO BE SCALED.
PR
1
AG
SB1
NOTES
SB2
SB2
6''
FEC-TB12EXP-STR-CHR-301
AG
1
4216
AG
1
SB1
AG
1
SB1
SB1
SB1
AG
1
1
AG
SB1
AG
1
PR
1
AG
SB1
1
AG
1
AG
1
AG
7429
SB3
AG1
A1
AG G1
AG
1
1837
PR
1837
SB3
SB1
AG
1
SB4
SB1
SB1
AG1
SB1
SB4
SB1
SB1
FEC-TB12EXP-STR-CHR-301
06
EXIST. ROOF
?
05
J
I
H
G
I,G
F
E
D
C
A
A
FEC-TB12EXP-STR-CHR-300
B
1
H,F
2
FEC-TB12EXP-STR-CHR-302
FEC-TB12EXP-STR-CHR-300
FEC-TB12EXP-STR-CHR-302
FEC-TB12EXP-STR-CHR-300
C 2 CHILLER MODULE ROOF STEEL FRAMING LAYOT
1
1 : 75
CHILLER ROOF BEAM SCHEDULE
Mark
AG1
ER
JB1
JC1
PR
SB1
SB2
SB3
SB4
STR
25100
165
2460
1970
4055
2668
2595
5390
5797
Type
L76X76X4.8
ER-150X75X18
JB1-203x102x23UB
JC1-152x152x30UC
PR-202 Z 26
SB1-254x102x22UB
SB2-254x102x28UB
SB3-254x146x43UB
SB4-356x171x51UB
STR-152x152x37UC 2
00
03.06.2022 MO
ISSUED FOR TENDER
DESCRIPTION
REV.
1015
8'
Shape
L Equal Angles
C-Channel
UB-Universal Beam
UC-Universal Column
M_Light Gauge-Zeds
UB-Universal Beam
UB-Universal Beam
UB-Universal Beam
UB-Universal Beam
UC-Universal Column
DATE
MT
CHEC.
APPR.
CLIENT
FEC-TB12EXP-STR-CHR-300
1836
COMMAND OF MILITARY WORKS
P.O.Box 309 (1000) Abu Dhabi
United Arab Emirates
8
FEC-TB12EXP-STR-CHR-301
DESIGNED, BUILT & OWNED BY:
1837
7429
1837
08
07
7400
4216
2%
4216
FEC-TB12EXP-STR-CHR-301
P.O. BOX 29478, ABU DHABI, UNITED ARAB EMIRATES
T: +971 2 2020400
F: +971 2 6455008
5546
CHILLER
MAINTENANCE
HATCH
NATIONAL CENTRAL COOLING COMPANY (PJSC)
2600
6''
CONSULTANT
6'
Al Ain
+6.20 FFL
460
507
FEC-TB12EXP-STR-CHR-302
06
Engineering Consultancy LLC
Dubai
Abu Dhabi
PO Box : 14659 Tel. : +971 (03) 7640177
AL AIN, U.A.E. Fax : +971 (03) 7640188
web : www.fittonsc.com
EXIST. ROOF
PROJECT
TB-12 DCP EXPANSION
05
A
I,G
FEC-TB12EXP-STR-CHR-300
J
I
2
H
H,F
2
FEC-TB12EXP-STR-CHR-302
FEC-TB12EXP-STR-CHR-300
FEC-TB12EXP-STR-CHR-302
G
F
E
D
DISCIPLINE
FEC-TB12EXP-STR-CHR-300
1
C
B
A
STATUS
STRUCTURE
TENDER
DRAWING TITLE
C 3 CHILLER MODULE ROOF TOP VIEW
CHILLER ROOF FRAMING LAYOUT
1 : 75
DRAWN
SS
DATE
03.06.2022
CHECKED
MO
SCALE
1 : 75
DRAWING NO.
FEC-TB12EXP-STR-CHR-202
SHEET
1/1
REV. NO.
00
KEY PLAN
8'
SB3
NOTES
1. NO DIMENSIONS ARE TO BE SCALED.
JB2
SB2
SB4
SB4
JB2
SB2
JB2
JB2 SB4
FEC-TB12EXP-STR-CHR-301
JB2
SB4
SB2
JB2
JB2
JB2
SB4
SB2
8
SB1
SB1
SB4
SB1
ER
SB1
SB4
FEC-TB12EXP-STR-CHR-300
SB3
2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH OTHER
08
SB3
DRAWINGS PRIOR TO WORK COMMENCING ON SITE.
6'
SB2
SB1
AG1
FEC-TB12EXP-STR-CHR-302
SB2
SB1
AG1
IN THE EVENT OF ANY DISPARITY BETWEEN DRAWINGS AND WRITTEN
JB2
SPECIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BRING THIS
TO THE ATTENTION OF ENGINEER.
SB4
SB4
SB3
07
SB2
SB1
AG1
SB2
SB1
AG1
SB2
SB1
AG1
SB4
JB3
SB4
JB2
SB4
JB2
JB2
JB2
SB4
SB4
SB2
SB1
AG1
SB2
SB1
AG1
06
EXIST.
ROOF
J
I,G
I
H
1
H,F
G
FEC-TB12EXP-STR-CHR-300
4. THE CONTRACTOR SHALL PREPARE THE SHOP DRAWINGS IN
COORDINATION WITH FINAL APPROVED EQUIPMENT / MATERIALS AND
ACTUAL SITE CONDITIONS.
JB2
JB2
JB2
JB2
JB2
JB2
SB4
SB3
JB2
JB2
SB4
JB2
SB3
SB4
SB4
JB2
ER
SB4
SB4
SB3
SB4
FEC-TB12EXP-STR-CHR-301
JB2
6''
JB2
JB2
SB3
SB4
JB2
SB4
JB2
SB4
ER
SB3
JB2
3. DRAWINGS TO BE READ IN CONJUNCTION WITH WRITTEN SPECIFICATION.
1 E
F
2 D
C
FEC-TB12EXP-STR-CHR-300
FEC-TB12EXP-STR-CHR-302
FEC-TB12EXP-STR-CHR-302
CHILLER PLATFORM LVEL BEAM SCHEDULE
C 4 CT BASIN PLATFORM STEEL FRAMING LAYOUT
Mark
AG1
ER
JB1
JC1
PR
SB1
SB2
SB3
SB4
STR
1 : 75
Type
L76X76X4.8
ER-150X75X18
JB1-203x102x23UB
JC1-152x152x30UC
PR-202 Z 26
SB1-254x102x22UB
SB2-254x102x28UB
SB3-254x146x43UB
SB4-356x171x51UB
STR-152x152x37UC 2
Shape
L Equal Angles
C-Channel
UB-Universal Beam
UC-Universal Column
M_Light Gauge-Zeds
UB-Universal Beam
UB-Universal Beam
UB-Universal Beam
UB-Universal Beam
UC-Universal Column
00
03.06.2022 MO
ISSUED FOR TENDER
DESCRIPTION
REV.
DATE
MT
CHEC.
APPR.
CLIENT
8'
COMMAND OF MILITARY WORKS
FEC-TB12EXP-STR-CHR-300
+8.83 TL
P.O.Box 309 (1000) Abu Dhabi
United Arab Emirates
+8.80 SSL
8
FEC-TB12EXP-STR-CHR-301
08
DESIGNED, BUILT & OWNED BY:
NATIONAL CENTRAL COOLING COMPANY (PJSC)
P.O. BOX 29478, ABU DHABI, UNITED ARAB EMIRATES
T: +971 2 2020400
F: +971 2 6455008
07
6''
FEC-TB12EXP-STR-CHR-301
CONSULTANT
Al Ain
Engineering Consultancy LLC
Dubai
Abu Dhabi
PO Box : 14659 Tel. : +971 (03) 7640177
AL AIN, U.A.E. Fax : +971 (03) 7640188
web : www.fittonsc.com
6'
FEC-TB12EXP-STR-CHR-302
06
PROJECT
TB-12 DCP EXPANSION
DISCIPLINE
J
I,G
I
FEC-TB12EXP-STR-CHR-300
2
H
G
H,F
F
1 E
2 D
FEC-TB12EXP-STR-CHR-300
FEC-TB12EXP-STR-CHR-302
FEC-TB12EXP-STR-CHR-302
C
STATUS
STRUCTURE
TENDER
DRAWING TITLE
COOLING TOWER DECK
C 5 CT DECK
1 : 75
DRAWN
SS
DATE
03.06.2022
CHECKED
MO
SCALE
1 : 75
DRAWING NO.
FEC-TB12EXP-STR-CHR-203
SHEET
1/1
REV. NO.
00
KEY PLAN
A
B
C
D
E
F
G
H
I
J
26115
5797
5390
2595
2668
2082
1973
1970
2460
1180
NOTES
1. NO DIMENSIONS ARE TO BE SCALED.
2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH OTHER
DRAWINGS PRIOR TO WORK COMMENCING ON SITE.
+8.83
CT BASIN PLATFORM
3. DRAWINGS TO BE READ IN CONJUNCTION WITH WRITTEN SPECIFICATION.
IN THE EVENT OF ANY DISPARITY BETWEEN DRAWINGS AND WRITTEN
SPECIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BRING THIS
TO THE ATTENTION OF ENGINEER.
4. THE CONTRACTOR SHALL PREPARE THE SHOP DRAWINGS IN
COORDINATION WITH FINAL APPROVED EQUIPMENT / MATERIALS AND
ACTUAL SITE CONDITIONS.
+6.20
CHILLER MODULE TOP
+0.55
GF FFL
8
SECTION - 8
1 : 75
A
B
C
D
E
F
G
H
I
J
00
26115
5754
5433
2595
DESCRIPTION
REV.
2668
2082
1973
1970
2460
1180
03.06.2022 MO
ISSUED FOR TENDER
DATE
MT
CHEC.
APPR.
CLIENT
COMMAND OF MILITARY WORKS
P.O.Box 309 (1000) Abu Dhabi
United Arab Emirates
DESIGNED, BUILT & OWNED BY:
NATIONAL CENTRAL COOLING COMPANY (PJSC)
P.O. BOX 29478, ABU DHABI, UNITED ARAB EMIRATES
T: +971 2 2020400
F: +971 2 6455008
+8.83
CT BASIN PLATFORM
CONSULTANT
Al Ain
18630
+6.20
CHILLER MODULE TOP
Engineering Consultancy LLC
Dubai
Abu Dhabi
PO Box : 14659 Tel. : +971 (03) 7640177
AL AIN, U.A.E. Fax : +971 (03) 7640188
web : www.fittonsc.com
PROJECT
TB-12 DCP EXPANSION
DISCIPLINE
STATUS
STRUCTURE
TENDER
DRAWING TITLE
+0.55
GF FFL
SECTIONS - 2
+0.00
NGL
6''
SECTION - 6''
1 : 75
DRAWN
SS
DATE
03.06.2022
CHECKED
MO
SCALE
1 : 75
DRAWING NO.
FEC-TB12EXP-STR-CHR-301
SHEET
1/1
REV. NO.
00
KEY PLAN
NOTES
6783
90
1100
5592
1. NO DIMENSIONS ARE TO BE SCALED.
133
02
ASI
CT B
DRAWINGS PRIOR TO WORK COMMENCING ON SITE.
3. DRAWINGS TO BE READ IN CONJUNCTION WITH WRITTEN SPECIFICATION.
1440
1505
1100
3
+8.8
RM
O
F
AT
N PL
2. ALL DIMENSIONS ARE TO BE CHECKED AND CO-RELATED WITH OTHER
IN THE EVENT OF ANY DISPARITY BETWEEN DRAWINGS AND WRITTEN
SPECIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BRING THIS
TO THE ATTENTION OF ENGINEER.
01
1400
301
1400
4. THE CONTRACTOR SHALL PREPARE THE SHOP DRAWINGS IN
COORDINATION WITH FINAL APPROVED EQUIPMENT / MATERIALS AND
ACTUAL SITE CONDITIONS.
3665
J
300
4500
1475
1100
R
LLE
CHI
0
+6.2
TOP
E
L
U
MOD
K
FEC-TB12EXP-STR-CHR-303
3401
0
+0.4
PL
0
0
.
+0
NGL
C
FEC-TB12EXP-STR-CHR-303
1
2
C 6 STAIR PLAN
1 : 75
3D VIEW FRP STAIR
J
I
00
03.06.2022 MO
ISSUED FOR TENDER
DESCRIPTION
REV.
DATE
MT
CHEC.
APPR.
CLIENT
HS-60x60x10
3409
3510
COMMAND OF MILITARY WORKS
HS-60x60x10
P.O.Box 309 (1000) Abu Dhabi
United Arab Emirates
FRP-RAILING
H=1100mm-60mmDIA
POSTS/BALUSTERS
+8.83
CT BASIN PLATFORM
+8.83
CT BASIN PLATFORM
2047
HB-305x305x20
BEAM
DESIGNED, BUILT & OWNED BY:
NATIONAL CENTRAL COOLING COMPANY (PJSC)
P.O. BOX 29478, ABU DHABI, UNITED ARAB EMIRATES
T: +971 2 2020400
F: +971 2 6455008
+6.20
CHILLER MODULE TOP
C310x80x20
+6.20
CHILLER MODULE TOP
+6.05
50
300
HS-300x300x20
COLUMN
+3.23
500
-0.30
4500
K
4500
Abu Dhabi
TB-12 DCP EXPANSION
2772
1100
PD2
AS/SCH.
+0.40
PL
+0.00
NGL
DISCIPLINE
STATUS
STRUCTURE
TENDER
DRAWING TITLE
2x500x500 BEAM - 6T16-T&B/ 4LT10@150
SECTION - K
1 : 75
Engineering Consultancy LLC
Dubai
PROJECT
C310x80x20
1100
Al Ain
PO Box : 14659 Tel. : +971 (03) 7640177
AL AIN, U.A.E. Fax : +971 (03) 7640188
web : www.fittonsc.com
+3.23
2421
3445
HB-150x150x15
BRACING
+0.40
PL
+0.00
NGL
F-1800x4500x500mm
T12@120-B/EW
T16@120-T/Long
Dir. T12@150-T/Short
Dir.
HB-150x150x15
BRACING
HS-300x300x20
COLUMN
1482
188
HS-300x300x20
COLUMN
+0.45
CONSULTANT
2175
2160
2160
+6.05
C
SECTION - C
1 : 75
F-1800x4500x500mm
T12@120-B/EW
T16@120-T/Long
Dir. T12@150-T/Short
Dir.
STAIR DETAIL
DRAWN
SS
DATE
03.06.2022
CHECKED
MO
SCALE
1 : 75
DRAWING NO.
FEC-TB12EXP-STR-CHR-303
SHEET
1/1
REV. NO.
00