The document contains shop drawings for a steel sliding gate, including plans, elevations, sections, and details. It includes dimensions for the gate frame, track profile, and foundations. Notes indicate the gate frame will be enamel painted and powered by an automation system. Reinforcing exposed in foundations will be welded to support rails and plates, with gaps grouted later. The drawings are reviewed for compliance with specifications and contract documents.

1. 60
140
190(MAX)
100
100
200X300X6MM THK COVER PLATE
100
300
150
100 100 100
100
18075
12
100
150
100
190(MAX)
825
50
100
50280
507015010210010215050
150
2 100 100 100 2 150
80
13 8
4010 150 102 100 102 150 69 50 50
10
150100
100
50
1:10 , 1:5
BP2-SD-02-EX-GT-005C28.10.2013 2
(GATES NO.:6 _ SLIDING GATE)
GATE.:#6
Note: This is reviewed in accordance with Section 01310 and other applicable
sections of the Specification and Contract Drawings. This approval does not relieve
the Contractor from his responsibilities Outlined in the Contract Documents and
remains fully responsible for accuracy of information, site and fabrication dimensions,
coordination with other trades and works. Changes of information contained in this
document shall invalidate any approval and shall be subject to a further review.
( SHEET 3 OF 3 )
8. RCC BEAM FOUNDATIONS ARE TO BE LAID KEEPING PARTLY
THE TOP PORTIONS OF THE REINFORCEMENTS EXPOSED BY
100MM. WE SHALL FIX THE RAIL AND INSERT PLATES BY
WELDING TO THESE EXPOSED REINFORCEMENTS. AFTER
FIXING OF THE RAILS AND PLATES THE GAPS BELOW THE
RAILS AND PLATES SHALL BE GROUTED WITH CONCRETE BY
YOU. CIVIL CONTRACTOR.
2. ALL LEVELS ARE CORRESPONDING TO KDL.
1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS (ELEV.)
ARE IN METERS UNLESS OTHERWISE NOTED.
3. DRAWING SHOULD NOT BE SCALED
AS PER CONTRACT DRAWING'S
4. ENCLOSURE SHALL BE ORIENTED FOR UNOBSTRUCTED
STRAIGHT ACCESS BY A VEHICLE 35' IN LENGTH.
HELD IN THE OPEN POSITION WITH PINS.
6. ALL METAL TO RECEIVE ONE COAT OF PRIMER. (AS SPECIFIED)
7. POWER DRIVE:
AUTOMATION SYSTEM POWER-DRIVE FOR SWING GATE
CONSISTING OF TOONA, TRANSMITTER, PHOTOCELLS
MOUNTED ON POST/WALL, PHOTOCELL, FLASHING LIGHT WITH
BUILT IN AERIAL, CONTROL UNIT, DIGITAL, KEY SWITCHES,
BATTERY BOX, ETC , ARRANGEMENTS COMPLETE.
GATE LOCATION
NOTES:-
Ananth.K.Samy
Engr.Vlad Dascalu
www.hok.com
+44 207 636 1987+44 207 636 2006
London W1C 1DB,216 Oxford Street, UK
Fax:
Web:
Tel:
ARCHITECTURE, INTERIORS, PLANNING, PROJECT MANAGEMENT, CONSULTING
ISSUED FOR APPROVAL0
ENGINEER
Date
RESIDENT ENGINEER
Date
DATE RECEIVED:
TRANSMITTAL NO: Action
A
B
C
D
APPROVED
APPROVED AS NOTED
NOT APPROVED RESUBMIT
REJECTED
B-R APPROVED AS NOTED - RESUBMIT
Kuwait Engineering Industries
P.O.BOX: 270,SURRA-45703 KUWAIT
TEL;(965) 23263908/740/749 FAX:(965) 23263918
E-mail:admin@keikuwait.com Web: www. keikuwait.com
B.M.
CENTRAL BANK OF KUWAIT
NEW HEAD QUARTERS BUILDINGCBK
L-17305, L-17309,
L-17310 L-17311,
L-17312, L-17312(A),
L-17313, L-17314,
L-17315, L-17316(A),
L-17318, L-17320, A-11012.
/ / 2013
SECTION.: 02820
STEEL GATE PLAN AND ELEVATION
(ALONG WITH AS SHOWN GRID'S)
SHOP DRAWING FOR STEEL GATE
PLAN, ELEVATION AND SECTIONAL DETAIL'S
LEGEND:-
* F.F.L. : FINISH FLOOR LEVEL
* T.O.U. : TOP OF UPSTAND LEVEL
* T.O.C. : TOP OF CURB
* B.O.C. : BOTTOM OF CURB
* F.L.R.B. : FINISHED LEVEL TO ROAD BLOCKER
* T.B.S. : TOP OF BOLLARD SLAB
* F.P.L. : FLOOR PAVING LEVEL
Note: This is reviewed in accordance with Section 01310 and other applicable
sections of the Specification and Contract Drawings. This approval does not relieve
the Contractor from his responsibilities Outlined in the Contract Documents and
remains fully responsible for accuracy of information, site and fabrication dimensions,
coordination with other trades and works. Changes of information contained in this
document shall invalidate any approval and shall be subject to a further review.
CERTIFIED FOR COORDINATION AND COMPLIANCE
WITH THE CONTRACT DOCUMENTS
CONTRACTOR DATETRADE SIGNATURE
STRUCTURE
H.V.A.C.
ELECTRICAL
PLUMBING
M.A. KHARAFI
K.N.
K.N.
K.N.
K.N.
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
T. COORDINATOR
Sr. ARCHITECT C.S.C.E.C. ----/----/20----
CO-ORDINATOR
C.S.C.E.C.
STONE SAVEMA ----/----/20----
----/----/20----
WATER PROOFING AL BAHAR & BARDAWIL
----/----/20----
SECURITY HONEY WELL
SECURITY ENGINEER C.S.C.E.C.
----/----/20----
----/----/20----
LANDSCAPE AL ZAL ZALA
Rev.: 1
KEI / SD - 149
Rev.:2KEI / SD - 149
13.01.13
1 28.10.13
2 01.12.13

2. +11.45
T.O.STONE
+11.05
T.O.POST
+11.20
T.O.POST
+11.30
T.O.POST
100x100X5.4MM THK
STEEL BOX SECTION GATE
OUTER FRAME(ENAMEL
PAINTED TYPICAL)
OUTSIDE
INSIDE
+11.30
T.O.POST
100x100X5.4MM THK
STEEL BOX SECTION GATE
OUTER FRAME(ENAMEL
PAINTED TYPICAL)
OUTSIDE
INSIDE
+11.020
1:10 , 1:5
BP2-SD-02-EX-GT-005B28.10.2013
17.10.12
3
(GATES NO.:6 _ SLIDING GATE)
GATE.:#6
Note: This is reviewed in accordance with Section 01310 and other applicable
sections of the Specification and Contract Drawings. This approval does not relieve
the Contractor from his responsibilities Outlined in the Contract Documents and
remains fully responsible for accuracy of information, site and fabrication dimensions,
coordination with other trades and works. Changes of information contained in this
document shall invalidate any approval and shall be subject to a further review.
NOTES:-
Ananth.K.Samy
Engr.Vlad Dascalu
www.hok.com
+44 207 636 1987+44 207 636 2006
London W1C 1DB,216 Oxford Street, UK
Fax:
Web:
Tel:
ARCHITECTURE, INTERIORS, PLANNING, PROJECT MANAGEMENT, CONSULTING
ISSUED FOR APPROVAL0
ENGINEER
Date
RESIDENT ENGINEER
Date
DATE RECEIVED:
TRANSMITTAL NO: Action
A
B
C
D
APPROVED
APPROVED AS NOTED
NOT APPROVED RESUBMIT
REJECTED
B-R APPROVED AS NOTED - RESUBMIT
Kuwait Engineering Industries
P.O.BOX: 270,SURRA-45703 KUWAIT
TEL;(965) 23263908/740/749 FAX:(965) 23263918
E-mail:admin@keikuwait.com Web: www. keikuwait.com
B.M.
CENTRAL BANK OF KUWAIT
NEW HEAD QUARTERS BUILDINGCBK
L-17305, L-17309,
L-17310 L-17311,
L-17312, L-17312(A),
L-17313, L-17314,
L-17315, L-17316(A),
L-17318, L-17320, A-11012.
/ / 2013
SECTION.: 02820
STEEL GATE PLAN AND ELEVATION
(ALONG WITH AS SHOWN GRID'S)
SHOP DRAWING FOR STEEL GATE
PLAN, ELEVATION AND SECTIONAL DETAIL'S
LEGEND:-
* F.F.L. : FINISH FLOOR LEVEL
* T.O.U. : TOP OF UPSTAND LEVEL
* T.O.C. : TOP OF CURB
* B.O.C. : BOTTOM OF CURB
* F.L.R.B. : FINISHED LEVEL TO ROAD BLOCKER
* T.B.S. : TOP OF BOLLARD SLAB
* F.P.L. : FLOOR PAVING LEVEL
Note: This is reviewed in accordance with Section 01310 and other applicable
sections of the Specification and Contract Drawings. This approval does not relieve
the Contractor from his responsibilities Outlined in the Contract Documents and
remains fully responsible for accuracy of information, site and fabrication dimensions,
coordination with other trades and works. Changes of information contained in this
document shall invalidate any approval and shall be subject to a further review.
CERTIFIED FOR COORDINATION AND COMPLIANCE
WITH THE CONTRACT DOCUMENTS
CONTRACTOR DATETRADE SIGNATURE
STRUCTURE
H.V.A.C.
ELECTRICAL
PLUMBING
M.A. KHARAFI
K.N.
K.N.
K.N.
K.N.
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
T. COORDINATOR
Sr. ARCHITECT C.S.C.E.C. ----/----/20----
CO-ORDINATOR
C.S.C.E.C.
STONE SAVEMA ----/----/20----
----/----/20----
WATER PROOFING AL BAHAR & BARDAWIL
----/----/20----
SECURITY HONEY WELL
SECURITY ENGINEER C.S.C.E.C.
----/----/20----
----/----/20----
LANDSCAPE AL ZAL ZALA
Rev.: 2
KEI / SD - 142
Rev.:3KEI / SD - 142
( SHEET 2 OF 3 )
8. RCC BEAM FOUNDATIONS ARE TO BE LAID KEEPING PARTLY
THE TOP PORTIONS OF THE REINFORCEMENTS EXPOSED BY
100MM. WE SHALL FIX THE RAIL AND INSERT PLATES BY
WELDING TO THESE EXPOSED REINFORCEMENTS. AFTER
FIXING OF THE RAILS AND PLATES THE GAPS BELOW THE
RAILS AND PLATES SHALL BE GROUTED WITH CONCRETE BY
YOU. CIVIL CONTRACTOR.
2. ALL LEVELS ARE CORRESPONDING TO KDL.
1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS (ELEV.)
ARE IN METERS UNLESS OTHERWISE NOTED.
3. DRAWING SHOULD NOT BE SCALED
AS PER CONTRACT DRAWING'S
4. ENCLOSURE SHALL BE ORIENTED FOR UNOBSTRUCTED
STRAIGHT ACCESS BY A VEHICLE 35' IN LENGTH.
HELD IN THE OPEN POSITION WITH PINS.
6. ALL METAL TO RECEIVE ONE COAT OF PRIMER. (AS SPECIFIED)
7. POWER DRIVE:
AUTOMATION SYSTEM POWER-DRIVE FOR SWING GATE
CONSISTING OF TOONA, TRANSMITTER, PHOTOCELLS
MOUNTED ON POST/WALL, PHOTOCELL, FLASHING LIGHT WITH
BUILT IN AERIAL, CONTROL UNIT, DIGITAL, KEY SWITCHES,
BATTERY BOX, ETC , ARRANGEMENTS COMPLETE.
GATE LOCATION
13.01.13AS PER CONSULTANT COMMENTS1
28.10.13AS PER CONSULTANT COMMENTS2
1.12.13AS PER CONSULTANT COMMENTS3

3. 250
2200
2250
250
725
150
600
150
50
10
720
750
150
85
300100
470 415
260
115
TYP
8010080
250
R3512
550
60
115
400
105
300
200
8010080
150
150
250
95
95
TYPICAL ISOMETRIC ELEVATION FOR GATE FRAME
SCALE NTS
ENAMEL PAINTED (TYPICAL)
115 (TYP) 100
100
BOTTOM SLIDING TRACK PROFILE WELDED
TO GATE OUTER FRAME (BOTTOM)
1:50, 1:10 , 1:5
BP2-SD-02-EX-GT-005A28.10.2013
17.10.12
3
(GATES NO.:6 _ SLIDING GATE)
GATE.:#6
Note: This is reviewed in accordance with Section 01310 and other applicable
sections of the Specification and Contract Drawings. This approval does not relieve
the Contractor from his responsibilities Outlined in the Contract Documents and
remains fully responsible for accuracy of information, site and fabrication dimensions,
coordination with other trades and works. Changes of information contained in this
document shall invalidate any approval and shall be subject to a further review.
NOTES:-
Ananth.K.Samy
Engr.Vlad Dascalu
www.hok.com
+44 207 636 1987+44 207 636 2006
London W1C 1DB,216 Oxford Street, UK
Fax:
Web:
Tel:
ARCHITECTURE, INTERIORS, PLANNING, PROJECT MANAGEMENT, CONSULTING
ISSUED FOR APPROVAL0
ENGINEER
Date
RESIDENT ENGINEER
Date
DATE RECEIVED:
TRANSMITTAL NO: Action
A
B
C
D
APPROVED
APPROVED AS NOTED
NOT APPROVED RESUBMIT
REJECTED
B-R APPROVED AS NOTED - RESUBMIT
Kuwait Engineering Industries
P.O.BOX: 270,SURRA-45703 KUWAIT
TEL;(965) 23263908/740/749 FAX:(965) 23263918
E-mail:admin@keikuwait.com Web: www. keikuwait.com
B.M.
CENTRAL BANK OF KUWAIT
NEW HEAD QUARTERS BUILDINGCBK
L-17305, L-17309,
L-17310 L-17311,
L-17312, L-17312(A),
L-17313, L-17314,
L-17315, L-17316(A),
L-17318, L-17320, A-11012.
/ / 2013
SECTION.: 02820
STEEL GATE PLAN AND ELEVATION
(ALONG WITH AS SHOWN GRID'S)
SHOP DRAWING FOR STEEL GATE
PLAN, ELEVATION AND SECTIONAL DETAIL'S
LEGEND:-
* F.F.L. : FINISH FLOOR LEVEL
* T.O.U. : TOP OF UPSTAND LEVEL
* T.O.C. : TOP OF CURB
* B.O.C. : BOTTOM OF CURB
* F.L.R.B. : FINISHED LEVEL TO ROAD BLOCKER
* T.B.S. : TOP OF BOLLARD SLAB
* F.P.L. : FLOOR PAVING LEVEL
Note: This is reviewed in accordance with Section 01310 and other applicable
sections of the Specification and Contract Drawings. This approval does not relieve
the Contractor from his responsibilities Outlined in the Contract Documents and
remains fully responsible for accuracy of information, site and fabrication dimensions,
coordination with other trades and works. Changes of information contained in this
document shall invalidate any approval and shall be subject to a further review.
CERTIFIED FOR COORDINATION AND COMPLIANCE
WITH THE CONTRACT DOCUMENTS
CONTRACTOR DATETRADE SIGNATURE
STRUCTURE
H.V.A.C.
ELECTRICAL
PLUMBING
M.A. KHARAFI
K.N.
K.N.
K.N.
K.N.
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
T. COORDINATOR
Sr. ARCHITECT C.S.C.E.C. ----/----/20----
CO-ORDINATOR
C.S.C.E.C.
STONE SAVEMA ----/----/20----
----/----/20----
WATER PROOFING AL BAHAR & BARDAWIL
----/----/20----
SECURITY HONEY WELL
SECURITY ENGINEER C.S.C.E.C.
----/----/20----
----/----/20----
LANDSCAPE AL ZAL ZALA
Rev.: 2
KEI / SD - 141
Rev.:3KEI / SD - 141
( SHEET 1 OF 3 )
8. RCC BEAM FOUNDATIONS ARE TO BE LAID KEEPING PARTLY
THE TOP PORTIONS OF THE REINFORCEMENTS EXPOSED BY
100MM. WE SHALL FIX THE RAIL AND INSERT PLATES BY
WELDING TO THESE EXPOSED REINFORCEMENTS. AFTER
FIXING OF THE RAILS AND PLATES THE GAPS BELOW THE
RAILS AND PLATES SHALL BE GROUTED WITH CONCRETE BY
YOU. CIVIL CONTRACTOR.
2. ALL LEVELS ARE CORRESPONDING TO KDL.
1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS (ELEV.)
ARE IN METERS UNLESS OTHERWISE NOTED.
3. DRAWING SHOULD NOT BE SCALED
AS PER CONTRACT DRAWING'S
4. ENCLOSURE SHALL BE ORIENTED FOR UNOBSTRUCTED
STRAIGHT ACCESS BY A VEHICLE 35' IN LENGTH.
HELD IN THE OPEN POSITION WITH PINS.
6. ALL METAL TO RECEIVE ONE COAT OF PRIMER. (AS SPECIFIED)
7. POWER DRIVE:
AUTOMATION SYSTEM POWER-DRIVE FOR SWING GATE
CONSISTING OF TOONA, TRANSMITTER, PHOTOCELLS
MOUNTED ON POST/WALL, PHOTOCELL, FLASHING LIGHT WITH
BUILT IN AERIAL, CONTROL UNIT, DIGITAL, KEY SWITCHES,
BATTERY BOX, ETC , ARRANGEMENTS COMPLETE.
GATE LOCATION
13.01.13AS PER CONSULTANT COMMENTS1
28.10.13AS PER CONSULTANT COMMENTS2
1.12.13AS PER CONSULTANT COMMENTS3

4. OUTSIDE
OUTSIDE
INSIDE
INSIDE
INSIDE
OUTSIDE
GATE No.8(B)
GATE No.8(C)
GATE No.8(A)
300
3300
10MM
GAP
100
1600100180100
409 290
5 TYPICAL SECTION
-
300
6 TYPICAL SECTION
-
2301006901620100180100
30
100
300
3150
50
100150
300
3300
10MMGAP
100
1600100180100
409290
30
7 TYPICAL SECTION
-
INSIDE
BDETAILED ELEVATION
-
Active IR Active IR Beam Active IR
CDETAILED ELEVATION
-
INSIDE
VIB300 VIBRATION SENSOR
Door Contact
Door Contact
Active IRActive IR BeamActive IR
400
30059
59
8024080
130
200
240
920
993
500
91
649
141
400
300
59
130 80190
200
91
240
993
500
131
131
131
920
1 TYPICAL DETAILED PLAN @ GATE
-
2 TYPICAL DETAILED PLAN @ GATE
-
300
300
102 85
80
100608060
306
200
100
94
70 30
100
3 TYPICAL DETAILED PLAN @ PEDESTRIAN GATE
-
4 TYPICAL DETAILED PLAN @ PEDESTRIAN GATE
-
649
300
85
70
85
100
F 510
1:50, 1:10 , 1:5
BP2-SD-02-EX-GT-00410.12.12
16.10.12
1
GATES NO.:8(A+B+C), _ SWING GATE
GATE.:#8
Note: This is reviewed in accordance with Section 01310 and other applicable
sections of the Specification and Contract Drawings. This approval does not relieve
the Contractor from his responsibilities Outlined in the Contract Documents and
remains fully responsible for accuracy of information, site and fabrication dimensions,
coordination with other trades and works. Changes of information contained in this
document shall invalidate any approval and shall be subject to a further review.
NOTES:-
Ananth.K.Samy
Engr.Vlad Dascalu
www.hok.com
+44 207 636 1987+44 207 636 2006
London W1C 1DB,216 Oxford Street, UK
Fax:
Web:
Tel:
ARCHITECTURE, INTERIORS, PLANNING, PROJECT MANAGEMENT, CONSULTING
ISSUED FOR APPROVAL0
ENGINEER
Date
RESIDENT ENGINEER
Date
DATE RECEIVED:
TRANSMITTAL NO: Action
A
B
C
D
APPROVED
APPROVED AS NOTED
NOT APPROVED RESUBMIT
REJECTED
B-R APPROVED AS NOTED - RESUBMIT
Kuwait Engineering Industries
P.O.BOX: 270,SURRA-45703 KUWAIT
TEL;(965) 23263908/740/749 FAX:(965) 23263918
E-mail:admin@keikuwait.com Web: www. keikuwait.com
B.M.
CENTRAL BANK OF KUWAIT
NEW HEAD QUARTERS BUILDINGCBK
L-17305, L-17309,
L-17310 L-17311,
L-17312, L-17312(A),
L-17313, L-17314,
L-17315, L-17316(A),
L-17318, L-17320, A-11012.
/ / 2012
SECTION.: 02820
STEEL GATE PLAN AND ELEVATION
(ALONG WITH AS SHOWN GRID'S)
SHOP DRAWING FOR STEEL GATE
PLAN, ELEVATION AND SECTIONAL DETAIL'S
LEGEND:-
* F.F.L. : FINISH FLOOR LEVEL
* T.O.U. : TOP OF UPSTAND LEVEL
* T.O.C. : TOP OF CURB
* B.O.C. : BOTTOM OF CURB
* F.L.R.B. : FINISHED LEVEL TO ROAD BLOCKER
* T.B.S. : TOP OF BOLLARD SLAB
* F.P.L. : FLOOR PAVING LEVEL
Note: This is reviewed in accordance with Section 01310 and other applicable
sections of the Specification and Contract Drawings. This approval does not relieve
the Contractor from his responsibilities Outlined in the Contract Documents and
remains fully responsible for accuracy of information, site and fabrication dimensions,
coordination with other trades and works. Changes of information contained in this
document shall invalidate any approval and shall be subject to a further review.
CERTIFIED FOR COORDINATION AND COMPLIANCE
WITH THE CONTRACT DOCUMENTS
CONTRACTOR DATETRADE SIGNATURE
STRUCTURE
H.V.A.C.
ELECTRICAL
PLUMBING
M.A. KHARAFI
K.N.
K.N.
K.N.
K.N.
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
T. COORDINATOR
Sr. ARCHITECT C.S.C.E.C. ----/----/20----
CO-ORDINATOR
C.S.C.E.C.
STONE SAVEMA ----/----/20----
----/----/20----
WATER PROOFING AL BAHAR & BARDAWIL
----/----/20----
SECURITY HONEY WELL
SECURITY ENGINEER C.S.C.E.C.
----/----/20----
----/----/20----
Rev.:
KEI / SD - 140
Rev.:1KEI / SD - 140
8. RCC BEAM FOUNDATIONS ARE TO BE LAID KEEPING PARTLY
THE TOP PORTIONS OF THE REINFORCEMENTS EXPOSED BY
100MM. WE SHALL FIX THE RAIL AND INSERT PLATES BY
WELDING TO THESE EXPOSED REINFORCEMENTS. AFTER
FIXING OF THE RAILS AND PLATES THE GAPS BELOW THE
RAILS AND PLATES SHALL BE GROUTED WITH CONCRETE BY
YOU. CIVIL CONTRACTOR.
2. ALL LEVELS ARE CORRESPONDING TO KDL.
1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS (ELEV.)
ARE IN METERS UNLESS OTHERWISE NOTED.
3. DRAWING SHOULD NOT BE SCALED
AS PER CONTRACT DRAWING'S
4. ENCLOSURE SHALL BE ORIENTED FOR UNOBSTRUCTED
STRAIGHT ACCESS BY A VEHICLE 35' IN LENGTH.
HELD IN THE OPEN POSITION WITH PINS.
6. ALL METAL TO RECEIVE ONE COAT OF PRIMER. (AS SPECIFIED)
7. POWER DRIVE:
AUTOMATION SYSTEM POWER-DRIVE FOR SWING GATE
CONSISTING OF TOONA, TRANSMITTER, PHOTOCELLS
MOUNTED ON POST/WALL, PHOTOCELL, FLASHING LIGHT WITH
BUILT IN AERIAL, CONTROL UNIT, DIGITAL, KEY SWITCHES,
BATTERY BOX, ETC , ARRANGEMENTS COMPLETE.
GATE LOCATION
10.12.12AS PER CONSULTANT COMMENTS1
SHEET 1 OF 2
VD
VD
ATI-A3106 - TECHNICAL FEATURES
S.NO ITEM DESCRIPTION
1 SERIES : A-3106
REVERSIBLE 230V A.C.GEARMOTOR OPENING
2 DEGREE OF PROTECTION IP44
3 CONTROL BOARD POWER SUPPLY (50 / 60 Hz) 230 V - A.C.
4 MOTOR POWER SUPPLY 230 V - A.C. ( 50 / 60 Hz )
5 ABSORBED INPUT 1.2 A
6 MAX POWER 150 W
7 TRACTION FORCE 400 N
8 OPERATING INTERMITTENCE 50%
9 OPERATING TEMPERATURE C
LIMITS TO USE
S.NO ITEM DESCRIPTION
1 SERIES A-3106
2 MAXIMUM WIDTH OD GATE LEAF (MTR) 2.5
3 MAXIMUM WEIGHT OF GATE LEAF (KGS) 600
F 510 - TECHNICAL FEATURES
S.NO ITEM DESCRIPTION
1 SERIES : F 510
24V D.C. REVERSIBLE GEARMOTOR WITH STRAIGHT
ARM AND SLIDING GUIDE
TYPE F 510
DEGREE OF PROTECTION IP54
BOARD POWER SUPPLY 230 A.C ( 50 / 60 Hz )
MOTOR POWER SUPPLY 24V D.C
ABSORBED INPUT 2A
MAXIMUM POWER 48W
MAXIMUM TORQUE 100 NM
OPERATING INTERMITTENCE INTENSIVE USE
9s
OPERATING TEMPERATURE

5. GENERATOR
7 8 9 10 11 12
GENERATOR GENERATOR GENERATOR GENERATOR GENERATOR
GENERATOR
7 8 9 10 11 12
GENERATOR GENERATOR GENERATOR GENERATOR GENERATOR
0.67%
SLOPE
0.67%
SLOPE
0.70%
SLOPE
0.50%
SLO
PE
0.67%
SLOPE
0.70%
SLOPE
0.68%
SLOPE
0.67%
SLOPE
0.40%
SLOPE
0.50%SLOPE
1.22%
SLOPE
0.60% SLOPE
0.48%SLOPE
0.46%
SLOPE
0.88% SLOPE
1.10%
SLOPE
0.49%SLOPE
0.45%
SLOPE
0.82% SLOPE
1.13%
SLOPE
1.49%
SLOPE
0.45%
SLOPE
0.82% SLOPE
1.17%
SLOPE
1.39% SLOPE
0.90% SLOPE
0.43%SLOPE
1.33% SLOPE
0.89% SLOPE
1.30% SLOPE
0.45%SLOPE
1.30% SLOPE
0.98% SLOPE
0.43%SLOPE
0.45%SLOPE
0.63% SLOPE
1.54% SLOPE
0.46%SLOPE
0.39%SLOPE
0.46%SLOPE
LV-8LV-8
LV-8
LV-8 LV-8
LV-8 LV-8
LV-8
LV-8 LV-8 LV-8
LV-8
LV-8 LV-8
LV-8
LV-8
LV-8
LV-8
LV-8
LV-8
LV-8
LV-8
LV-8
LV-8 LV-8 LV-8 LV-8 LV-8
LV-8
LV-8
LV-8 LV-8 LV-8
LV-8
LV-8 LV-8
LV-8
LV-8
LV-8
LV-8
LV-8 LV-8 LV-8
LV-8
LV-8
LV-8
LV-8
LV-8
LV-8
LV-8LV-8
LV-8 LV-8
LV-8a
LV-8a
LV-8a LV-8a LV-8a
LV-8a
LV-8a
LV-8a
LV-8b
LV-8b
LV-8b
LV-8b
LV-8b
LV-8b
LV-8b
LV-8b
LV-8b
LV-8b
LV-8b
LV-8b
LV-8b
LV-8b
LV-8b
LV-8b
LV-8b
LV-8c
LV-8c
LV-8e
LV-8b
REFER. RFI.:
* KN / RFI / AC / 066 - 2011
ROLLING SHUTTER ( BY OTHERS)
(DUMMYLOUVER)(DUMMYLOUVER)
(DUMMYLOUVER)(DUMMYLOUVER)
(DUMMYLOUVER)(DUMMYLOUVER)
(DUMMYLOUVER)(DUMMYLOUVER)
(DUMMYLOUVER)
(DUMMYLOUVER)
REF. RFI.: KEI/RFI-009 RFI.: KEI/RFI-009
EL(+)27.450
REF.
LV-8e
LV-8b
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8d
LV-8
002
3
ROLLING SHUTTER ( BY OTHERS)
(DUMMY LOUVER)
(DUMMYLOUVER)
(DUMMYLOUVER)
(DUMMYLOUVER)(DUMMYLOUVER)
(DUMMYLOUVER)
(DUMMYLOUVER)
(DUMMYLOUVER)
(DUMMYLOUVER)
(DUMMYLOUVER)
(DUMMYLOUVER)(DUMMYLOUVER)
(DUMMYLOUVER)
(DUMMYLOUVER)
REF. RFI.: KEI/RFI-009 REF. RFI.: KEI/RFI-009
EL(+)23.600
T.O.SLAB
+27.45
B ELEVATION
-
(LVL +23.10MTR TO LVL +34.295MTR)
A ELEVATION
-
(LVL +23.10MTR TO LVL +34.295MTR)
C DETAILED P L A N
-
(LVL +23.10MTR )
22 TYPICAL DETAIL
-
24 DETAILED PLAN
-
(EXTEND DETAIL)23 DETAILED PLAN
-
25 DETAILED PLAN
-
26 DETAILED PLAN
-
BP2-SD-05-SP- LV-001
LOCATION (TYP)
STAFF CAR PARKING AREA
(S.S.LOUVER'S)
3
(STAFF CAR PARKING AREA _ LVL FROM +23.10 TO +36.25 Mtr)
PLAN AND ELEVATION'S AND TYPICAL SECTIONS
NOTES:-
KEY PLAN
02 03-4049-00 03876
Ananth.K.Samy
Eng.Vlad Dascalu
www.hok.com
+44 207 636 1987+44 207 636 2006
London W1C 1DB,216 Oxford Street, UK
Fax:
Web:
Tel:
ARCHITECTURE, INTERIORS, PLANNING, PROJECT MANAGEMENT, CONSULTING
LEGEND:-
F.F.L. : FINISH FLOOR LEVEL
S.S.L. : STRUCTURAL SLAB LEVEL
CERTIFIED FOR COORDINATION AND COMPLIANCE
WITH THE CONTRACT DOCUMENTS
CONTRACTOR DATETRADE SIGNATURE
ENGINEER
Date
RESIDENT ENGINEER
Date
ARCHITECTURE
STRUCTURE (R.C.C)
H.V.A.C.
ELECTRICAL
PLUMBING
M.A. KHARAFI
M.A. KHARAFI
K.N.
K.N.
K.N.
K.N.
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
DATE RECEIVED:
TRANSMITTAL NO: Action
A
B
C
D
APPROVED
APPROVED AS NOTED
NOT APPROVED RESUBMIT
REJECTED
B-R APPROVED AS NOTED - RESUBMIT
T. COORDINATOR
Sr. ARCHITECT C.S.C.E.C. ----/----/20----
CO-ORDINATOR
C.S.C.E.C.
Kuwait Engineering Industries
P.O.BOX: 270,SURRA-45703 KUWAIT
TEL;(965) 23263908/740/749 FAX:(965) 23263918
E-mail:admin@keikuwait.com Web: www. keikuwait.com
B.M.
T.O.SOIL : TOP OF SOILING LEVEL
CENTRAL BANK OF KUWAIT
NEW HEAD QUARTERS BUILDINGCBK
STONE SAVEMA
----/----/20----WATER PROOFING AL BAHAR & BARDAWIL
SHOP DRAWING FOR
STAINLESS STEEL LOUVER
2. ALL LEVELS ARE CORRESPONDING TO KDL.
3. DRAWING SHOULD NOT BE SCALED
AS PER CONTRACT DRAWING'S
1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS
(ELEV.) ARE IN METERS UNLESS OTHERWISE NOTED.
05700 - STAINLESS STEEL LOUVER
PLAN AND ELEVATION
(ALONG WITH AS SHOWN GRID'S)
TYPE
CLEARAREA
WxH
SILL(LVL)
FINISH
(HVAC)
SCHEDULE OF LOUVERS
QUANTITY
REQUIRED
LOCATION
(LVL)
MATERIAL
LOUVERSIZE
WxH
REMARKS
*. Refer RFI.No.: KEI / RFI / 005. Dated On.:17/01/2011.
NOTE.:
A-11019, A-12404, A-11022,
A-13061, A-13316, A-12400,
A-13317, A-12200, A-12201,
A-12102, A-12103.
" CHANGE OF LOUVER FRAME (LV-08, LV-08A, LV-08B,
LV-08C, LV-08D, LV-08E,) FROM ALUMINIUM PROFILE
TO STAINLESS STEEL SECTION AS PER GRADE OF
S.S.304 - 2MM THICKNESS."
TOTAL
ACTIVE
LOUVER
INACTIVE
LOUVER
STRUCTURE (STEEL) M.C.C ----/----/20----
5. FOR GENERATOR ENCLOSURE TYPICAL DETAILS
4. STEEL COLUMN SUPPORT FOR HVAC DUCT WORKS
AND ELECT. WORKS REFER TO HVAC & ELECTRICAL
SUBCONTRACTOR.
Note: This is reviewed in accordance with Section 01310 and other applicable
sections of the Specification and Contract Drawings. This approval does not relieve
the Contractor from his responsibilities Outlined in the Contract Documents and
remains fully responsible for accuracy of information, site and fabrication dimensions,
coordination with other trades and works. Changes of information contained in this
document shall invalidate any approval and shall be subject to a further review.
(DUMMY)
STONE STRUCTURE ISG ----/----/20----
/ / 2012
KEI / SD - 063
[Rev.: 3 ]
Dwg.Submittal No.: KEI / SD - 063 [Rev.:3 ]

6. 20
002
LV-8B
9DETAIL
001
DETAILED SECTION29
-
-
29
TYPE.: LV-08B
LV-8E
12 DETAIL
001
DETAILED SECTION 31
-
-
31
TYPE.: LV-08E
LV-8C
14 DETAIL
001
DETAILED SECTION 33
-
-
33
TYPE.: LV-08C
LV-8
11 DETAIL
001
DETAILED SECTION 30
-
-
30
TYPE.: LV-08
BP2-SD-05-SP- LV-003 3
TYPICAL SECTIONS
/ / 2012
KEI / SD - 053
REV.: 3
Submittal No.:KEI / SD - 053 [REV.:3 ]
(STAFF CAR PARKING AREA _ LVL FROM +23.10 TO +36.25 MTR)
LOCATION (TYP)
STAFF CAR PARKING AREA
(S.S.LOUVER'S)
NOTES:-
KEY PLAN
02 03-4049-00 03876
Ananth.K.Samy
Eng.Vlad Dascalu
www.hok.com
+44 207 636 1987+44 207 636 2006
London W1C 1DB,216 Oxford Street, UK
Fax:
Web:
Tel:
ARCHITECTURE, INTERIORS, PLANNING, PROJECT MANAGEMENT, CONSULTING
LEGEND:-
F.F.L. : FINISH FLOOR LEVEL
S.S.L. : STRUCTURAL SLAB LEVEL
CERTIFIED FOR COORDINATION AND COMPLIANCE
WITH THE CONTRACT DOCUMENTS
CONTRACTOR DATETRADE SIGNATURE
ENGINEER
Date
RESIDENT ENGINEER
Date
ARCHITECTURE
STRUCTURE (R.C.C)
H.V.A.C.
ELECTRICAL
PLUMBING
M.A. KHARAFI
M.A. KHARAFI
K.N.
K.N.
K.N.
K.N.
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
----/----/20----
DATE RECEIVED:
TRANSMITTAL NO: Action
A
B
C
D
APPROVED
APPROVED AS NOTED
NOT APPROVED RESUBMIT
REJECTED
B-R APPROVED AS NOTED - RESUBMIT
T. COORDINATOR
Sr. ARCHITECT C.S.C.E.C. ----/----/20----
CO-ORDINATOR
C.S.C.E.C.
Kuwait Engineering Industries
P.O.BOX: 270,SURRA-45703 KUWAIT
TEL;(965) 23263908/740/749 FAX:(965) 23263918
E-mail:admin@keikuwait.com Web: www. keikuwait.com
B.M.
T.O.SOIL : TOP OF SOILING LEVEL
CENTRAL BANK OF KUWAIT
NEW HEAD QUARTERS BUILDINGCBK
STONE SAVEMA
----/----/20----WATER PROOFING AL BAHAR & BARDAWIL
SHOP DRAWING FOR
STAINLESS STEEL LOUVER
2. ALL LEVELS ARE CORRESPONDING TO KDL.
3. DRAWING SHOULD NOT BE SCALED
AS PER CONTRACT DRAWING'S
1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS
(ELEV.) ARE IN METERS UNLESS OTHERWISE NOTED.
05700 - STAINLESS STEEL LOUVER
PLAN AND ELEVATION
(ALONG WITH AS SHOWN GRID'S)
TYPE
CLEARAREA
WxH
SILL(LVL)
FINISH
(HVAC)
SCHEDULE OF LOUVERS
QUANTITY
REQUIRED
LOCATION
(LVL)
MATERIAL
LOUVERSIZE
WxH
REMARKS
*. Refer RFI.No.: KEI / RFI / 005. Dated On.:17/01/2011.
NOTE.:
A-11019, A-12404, A-11022,
A-13061, A-13316, A-12400,
A-13317, A-12200, A-12201,
A-12102, A-12103.
" CHANGE OF LOUVER FRAME (LV-08, LV-08A, LV-08B,
LV-08C, LV-08D, LV-08E,) FROM ALUMINIUM PROFILE
TO STAINLESS STEEL SECTION AS PER GRADE OF
S.S.304 - 2MM THICKNESS."
TOTAL
ACTIVE
LOUVER
INACTIVE
LOUVER
STRUCTURE (STEEL) M.C.C ----/----/20----
5. FOR GENERATOR ENCLOSURE TYPICAL DETAILS
4. STEEL COLUMN SUPPORT FOR HVAC DUCT WORKS
AND ELECT. WORKS REFER TO HVAC & ELECTRICAL
SUBCONTRACTOR.
Note: This is reviewed in accordance with Section 01310 and other applicable
sections of the Specification and Contract Drawings. This approval does not relieve
the Contractor from his responsibilities Outlined in the Contract Documents and
remains fully responsible for accuracy of information, site and fabrication dimensions,
coordination with other trades and works. Changes of information contained in this
document shall invalidate any approval and shall be subject to a further review.
(DUMMY)
ISGSTONE STRUCTURE ----/----/20----