4.0 Architectural Drawings (Final).PDF
PDF 4 MB Posted
- Attached to
- LOCHAB Perimeter Wall and Gate House Construction Federal contract opportunity
- Solicitation number
- 19KE5022R0001
- Issued by
- Department of State
About this file
This solicitation is seeking proposals for a perimeter wall and guard house construction project at the U.S. Embassy in Nairobi, Kenya. The construction effort has an estimated value between $250,000 and $500,000 and must be completed by September 30, 2022. Responding firms must be technically qualified and financially responsible to perform the work, which includes demolitions, excavations, concrete works, construction of retaining walls and structures, and installation of power and lighting systems. Interested firms should request a copy of the solicitation documents from the U.S. Embassy by March 11, 2022 to be considered for this opportunity being awarded by the Department of State. Proposals are due on March 11, 2022. Respondents must meet minimum requirements including necessary personnel, equipment, financial resources, licenses and permits, insurance, and the ability to obtain performance bonds.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| LOCHAB SOLICITATION MOD 1 SF30_COV1.pdf | ||
| Minutes_Pre-Solicitation19KE5022R0001_Construction of a Perimeter Wall and Gate House for LOCHAB Residence v2.pdf | ||
| QA 19KE5022R0001 v2.pdf | ||
| QA 19KE5022R0001.pdf | ||
| Minutes_Pre-Solicitation19KE5022R0001_Construction of a Perimeter Wall and Gate House for LOCHAB Residence.pdf | ||
| 5.0 Site Photos.docx | DOCX document | |
| 3.0 Civil and Structural Drawings (Final).pdf | ||
| LOCHAB Solicitation 19KE5022R0001 Mod 1 SF30_CO signed.pdf |
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Text version
PROPOSED LOCHAB PERIMETER WALL
UPGRADE
NN
This drawing shall be read in conjunction with the Engineer's drawings. Any descripancies MUST be reported to the Architect.
This drawing must be checked against existing site conditions and any descrepancy reported to the Architect .
Figured dimensions only to be taken from this drawing.
All samples must be approved by the Architect before any use.
All dimensions are in millimeters unless otherwise indicated.
All floors are to have a hydrolic fire hosereels connected to a 6000 litre reserve water tank with automatic booster pumps and 2 9litre CO2 fire extinguishers.
All floors are to have manual electric break glass connected to fire alarm system.
Basement floor is to be served with automatic sprinkler system connected to a 6000 litre reserve water tank with automatic booster pumps.
All circulation areas to have emergency lighting.
1:100, as shown
TI/TH-Lochab/2021 jkk
September 2021
CHECKED :DRAWN :
PROJECT NUMBER REVISION
SIGNED:
CONSULTANTS:
ARCHITECT
DATE:............./................./
NOTES:
DRAWING TITLE
DRAWING NUMBER
DATE:
PROJECT NUMBER REVISION
CIVIL & STR. ENGINEER
QUANTITY SURVEYOR
SCALE:
SIGNED:
CLIENT:
CONSULTANTS:
DATE:............./................./
PROJECT TITLE
J. KINUTHIA
WORKING DRAWINGS A1
P.O. Box 2861 - 00100 Nairobi aegis@aegisdevelopment.co.ke www. aegisdevelopment.co.ke
Project Managers & Quantity Surveyors
Tectura Studio, 2727 The Crescent, Parklands P. O. Box 54634-00200, NAIROBI. KENYA
Tel: 020-3751680; 3751685;3751443 email: info@tectura-int.co.ke
TECTURA INTERNATIONAL LTD
Project Managers & Quantity Surveyors
P.O. Box 2861 - 00100 Nairobi aegis@aegisdevelopment.co.ke www. aegisdevelopment.co.ke
PROJECT MANAGERS
WARNING:
This document is the property of the
United States Government.
Further reproduction and/or distribution is prohibited without the express written approval of:
Facility Management U. S. Embassy Nairobi
P.O Box 606, 00621 Nairobi, Kenya
Email: onealap@state.gov;
sainivk@state.gov
A
A
B
B
C
C
E
E
F
F
G
G
H
H
I
I
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
.8
0.
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0.
.0
0.
.0
0.
.0
0.
.0
0.
.6
2.805 3.000
3.000 3.000
3.000 3.000
3.000 3.0000.275
3.000 3.000
3.000 3.000
3.000 3.000
3.0000.275 3.000
3.000 3.000
1.648 1.325
3.000
9.000
0.275
3.000
3.000
3.000
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4.375 0.250
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0.1000.900 0.1501.050
0.200
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3.000 2.850
1.475 4.575
S-01
S-
S-
S-06
S-07
S-02
S-
S-
S-
S- 09S-10
S-10
S-11
S-11S-
S-
SOUTHERN WALL
SOUTHERN WALL
NORTHERN WALL
W
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R
N W
AL
L
EA
ST
ER
N
W
AL
L
E1
E2
E3
E4
E5
E6
E7
E8
E9
E10
E10'
E11
E12
E13
E14
E15
E16
E17
E18
E19
E19'
E20
E21
E22
E23
E24
E25
E26
E27
E28
E29
E30
E31
E32
E33
E34
E35
E36
E37
E38
E38'
E39
E40
E41
E42
E43
E44
E45
E46
E47
E47'
E48
E49
E50
E51
E52
E53
E54
E55
E56
E56'
E57
E58
E59
E61
E60
N38 N37
N36 N35
N34 N33
N32 N31
N30'N30 N29
N28 N27
N26 N25
N24 N23'N23
N22 N21
N20
N19 N18
N17 N16
N15'N15 N14
N13 N12
N11 N10
N9 N8
N7'N7 N6
N5 N4
N3 N2
N1
W61
W60
W59
W58
W57
W56
W55'
W55
W51
W50
W49
W48
W47
W46'
W46
W42
W41
W40
W39
W38
W37'
W37
W33
W32
W31
W30
W29
W28'
W28
W24
W23
W22
W21
W20
W19'
W19
W15
W14
W13
W12
W11
W10'
W10
W18
W17
W16
W6
W5
W4
W3
W2
W9
W8
W7
W27
W26
W25
W36
W35
W34
W45
W44
W43
W54
W53
W52
W1
S1 S2
S3 S4
S5 S6
S7 S8
S9 S10
S11 S12
S13 S14
S15 S16
S8'
S17 S18
S20 S21 S22 S23 S24 S25 S26 S27 S28 S29 S29' S30 S31 S32 S33 S34 S35 S36 S37 S38 S39
NORTHERN WALL
NORTHERN WALL
W
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N W
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SOUTHERN WALL
SOUTHERN WALL
Vehicular gate
Pedestrian gate
1 1:2.15
2 1:2.15
3 1:2.15 01SITE and BOUNDARY WALL LAYOUT
NN
This drawing shall be read in conjunction with the Engineer's drawings. Any descripancies MUST be reported to the Architect.
This drawing must be checked against existing site conditions and any descrepancy reported to the Architect .
Figured dimensions only to be taken from this drawing.
All samples must be approved by the Architect before any use.
All dimensions are in millimeters unless otherwise indicated.
All floors are to have a hydrolic fire hosereels connected to a 6000 litre reserve water tank with automatic booster pumps and 2 9litre CO2 fire extinguishers.
All floors are to have manual electric break glass connected to fire alarm system.
Basement floor is to be served with automatic sprinkler system connected to a 6000 litre reserve water tank with automatic booster pumps.
All circulation areas to have emergency lighting.
1:100, as shown
TI/TH-Lochab/2021 jkk
September 2021
CHECKED :DRAWN :
PROJECT NUMBER REVISION
SIGNED:
CONSULTANTS:
ARCHITECT
DATE:............./................./
NOTES:
DRAWING TITLE
DRAWING NUMBER
DATE:
PROJECT NUMBER REVISION
CIVIL & STR. ENGINEER
QUANTITY SURVEYOR
SCALE:
SIGNED:
CLIENT:
CONSULTANTS:
DATE:............./................./
PROJECT TITLE
J. KINUTHIA
WORKING DRAWINGS A1
P.O. Box 2861 - 00100 Nairobi aegis@aegisdevelopment.co.ke www. aegisdevelopment.co.ke
Project Managers & Quantity Surveyors
Tectura Studio, 2727 The Crescent, Parklands P. O. Box 54634-00200, NAIROBI. KENYA
Tel: 020-3751680; 3751685;3751443 email: info@tectura-int.co.ke
TECTURA INTERNATIONAL LTD
Project Managers & Quantity Surveyors
P.O. Box 2861 - 00100 Nairobi aegis@aegisdevelopment.co.ke www. aegisdevelopment.co.ke
PROJECT MANAGERS
WARNING:
This document is the property of the
United States Government.
Further reproduction and/or distribution is prohibited without the express written approval of:
Facility Management U. S. Embassy Nairobi
P.O Box 606, 00621 Nairobi, Kenya
Email: onealap@state.gov;
sainivk@state.gov
B C E F G H I
.0
0.
.0
0.
.0
0.
.6
2.805 3.000
3.000 3.000
3.000 3.000
3.000 3.0000.275
3.000 3.000
3.000 3.000
3.000 3.000
3.0000.275 3.000
3.000 3.000
1.648 1.325
3.000
9.000
0.275 3.000
3.000
3.000
3.000
3.000
3.000
3.000
3.000 0.275
3.000
3.000
3.000
3.000
3.000
3.000
1.
3.
.0
0.
.0
0.
.0
0.
.0
0.
20.000 20.000 20.000 20.000 20.000 20.000 20.000
.0
.0
.0
.0
.0
.0
S-
S-
S-06
S-07
NORTHERN WALL
W
ES
TE
R
N W
AL
L
EA
ST
ER
N
W
AL
L
E30
E31
E32
E33
E34
E35
E36
E37
E38
E38'
E39
E40
E41
E42
E43
E44
E45
E46
E47
E47'
E48
E49
E50
E51
E52
E53
E54
E55
E56
E56'
E57
E58
E59
E61
E60
N38 N37
N36 N35
N34 N33
N32 N31
N30'N30 N29
N28 N27
N26 N25
N24 N23'N23
N22 N21
N20
N19 N18
N17 N16
N15'N15 N14
N13 N12
N11 N10
N9 N8
N7'N7 N6
N5 N4
N3 N2
N1
W61
W60
W59
W58
W57
W56
W55'
W55
W51
W50
W49
W48
W47
W46'
W46
W42
W41
W40
W39
W38
W37'
W37
W33
W32
W31
W30
W29
W28'
W28
W24
W27
W26
W25
W36
W35
W34
W45
W44
W43
W54
W53
W52
NORTHERN WALL
NORTHERN WALL
W
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TE
R
N W
AL
L
EA
ST
ER
N
W
AL
L
EA
ST
ER
N
W
AL
L
NN
This drawing shall be read in conjunction with the Engineer's drawings. Any descripancies MUST be reported to the Architect.
This drawing must be checked against existing site conditions and any descrepancy reported to the Architect .
Figured dimensions only to be taken from this drawing.
All samples must be approved by the Architect before any use.
All dimensions are in millimeters unless otherwise indicated.
All floors are to have a hydrolic fire hosereels connected to a 6000 litre reserve water tank with automatic booster pumps and 2 9litre CO2 fire extinguishers.
All floors are to have manual electric break glass connected to fire alarm system.
Basement floor is to be served with automatic sprinkler system connected to a 6000 litre reserve water tank with automatic booster pumps.
All circulation areas to have emergency lighting.
1:100, as shown
TI/TH-Lochab/2021 jkk
September 2021
CHECKED :DRAWN :
PROJECT NUMBER REVISION
SIGNED:
CONSULTANTS:
ARCHITECT
DATE:............./................./
NOTES:
DRAWING TITLE
DRAWING NUMBER
DATE:
PROJECT NUMBER REVISION
CIVIL & STR. ENGINEER
QUANTITY SURVEYOR
SCALE:
SIGNED:
CLIENT:
CONSULTANTS:
DATE:............./................./
PROJECT TITLE
J. KINUTHIA
WORKING DRAWINGS A1
P.O. Box 2861 - 00100 Nairobi aegis@aegisdevelopment.co.ke www. aegisdevelopment.co.ke
Project Managers & Quantity Surveyors
Tectura Studio, 2727 The Crescent, Parklands P. O. Box 54634-00200, NAIROBI. KENYA
Tel: 020-3751680; 3751685;3751443 email: info@tectura-int.co.ke
TECTURA INTERNATIONAL LTD
Project Managers & Quantity Surveyors
P.O. Box 2861 - 00100 Nairobi aegis@aegisdevelopment.co.ke www. aegisdevelopment.co.ke
PROJECT MANAGERS
WARNING:
This document is the property of the
United States Government.
Further reproduction and/or distribution is prohibited without the express written approval of:
Facility Management U. S. Embassy Nairobi
P.O Box 606, 00621 Nairobi, Kenya
Email: onealap@state.gov;
sainivk@state.gov
A B C E F G H
.8
0.
.0
0.
.0
0.
.0
0.
.0
0.
.0
0.
.0
0.
.0
3.
.0
.0
.0
.0
.0
.0
20.000 20.000 20.000 20.000 20.000 20.000 20.000
0.
0.
0.
1.
0.
3.
0.
0.250 0.150
4.375 0.250
1.275
0.2001.700
0.1000.900 0.1501.050
0.200
0.
4.
0.
1.
0.
3.000 2.850
1.475 4.575
S-01
S-
S-
S-02
S-
S-
S-
S- 09S-10
S-10
S-11
S-11S-
S-
SOUTHERN WALL
SOUTHERN WALL
W
ES
TE
R
N W
AL
L
E1
E2
E3
E4
E5
E6
E7
E8
E9
E10
E10'
E11
E12
E13
E14
E15
E16
E17
E18
E19
E19'
E20
E21
E22
E23
E24
E25
E26
E27
E28
E29
E30
E31
E32
E33
E34
E35
E36
E37
E38
E38'
E39 W33
W32
W31
W30
W29
W28'
W28
W24
W23
W22
W21
W20
W19'
W19
W15
W14
W13
W12
W11
W10'
W10
W18
W17
W16
W6
W5
W4
W3
W2
W9
W8
W7
W27
W26
W25
W1
S1 S2
S3 S4
S5 S6
S7 S8
S9 S10
S11 S12
S13 S14
S15 S16
S8'
S17 S18
S20 S21 S22 S23 S24 S25 S26 S27 S28 S29 S29' S30 S31 S32 S33 S34 S35 S36 S37 S38 S39
W
ES
TE
R
N W
AL
L
W
ES
TE
R
N W
AL
L
EA
ST
ER
N
W
AL
L
EA
ST
ER
N
W
AL
L
EA
ST
ER
N
W
AL
L
EA
ST
ER
N
W
AL
L
SOUTHERN WALL
SOUTHERN WALL
Vehicular gate
Pedestrian gate
NN
This drawing shall be read in conjunction with the Engineer's drawings. Any descripancies MUST be reported to the Architect.
This drawing must be checked against existing site conditions and any descrepancy reported to the Architect .
Figured dimensions only to be taken from this drawing.
All samples must be approved by the Architect before any use.
All dimensions are in millimeters unless otherwise indicated.
All floors are to have a hydrolic fire hosereels connected to a 6000 litre reserve water tank with automatic booster pumps and 2 9litre CO2 fire extinguishers.
All floors are to have manual electric break glass connected to fire alarm system.
Basement floor is to be served with automatic sprinkler system connected to a 6000 litre reserve water tank with automatic booster pumps.
All circulation areas to have emergency lighting.
1:100, as shown
TI/TH-Lochab/2021 jkk
September 2021
CHECKED :DRAWN :
PROJECT NUMBER REVISION
SIGNED:
CONSULTANTS:
ARCHITECT
DATE:............./................./
NOTES:
DRAWING TITLE
DRAWING NUMBER
DATE:
PROJECT NUMBER REVISION
CIVIL & STR. ENGINEER
QUANTITY SURVEYOR
SCALE:
SIGNED:
CLIENT:
CONSULTANTS:
DATE:............./................./
PROJECT TITLE
J. KINUTHIA
WORKING DRAWINGS A1
P.O. Box 2861 - 00100 Nairobi aegis@aegisdevelopment.co.ke www. aegisdevelopment.co.ke
Project Managers & Quantity Surveyors
Tectura Studio, 2727 The Crescent, Parklands P. O. Box 54634-00200, NAIROBI. KENYA
Tel: 020-3751680; 3751685;3751443 email: info@tectura-int.co.ke
TECTURA INTERNATIONAL LTD
Project Managers & Quantity Surveyors
P.O. Box 2861 - 00100 Nairobi aegis@aegisdevelopment.co.ke www. aegisdevelopment.co.ke
PROJECT MANAGERS
WARNING:
This document is the property of the
United States Government.
Further reproduction and/or distribution is prohibited without the express written approval of:
Facility Management U. S. Embassy Nairobi
P.O Box 606, 00621 Nairobi, Kenya
Email: onealap@state.gov;
sainivk@state.gov
1.
1.
1.
1.
1.
1.
1.850 3.000 3.000 3.000 3.000 3.000 3.000 3.000 0.275 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
ELEVATION 01
LEVEL 06
LEVEL 07
LEVEL 08
LEVEL 09
LEVEL 10
LEVEL 11
LEVEL 05
S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 S14 S15 S16S8'
1.
1.
1.
1.
1.
1.
3.000 3.000 3.000 3.000 3.000 3.000 0.275 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
LEVEL 06
LEVEL 07
LEVEL 05
ELEVATION 02
S23 S24 S25 S26 S27 S28 S29 S29' S30 S31 S32 S33 S34 S35 S36 S37 S38 S39
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
1.
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1.
1.
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3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 0.275 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 0.275 3.000 3.000 3.000 3.000
LEVEL 06
LEVEL 07
LEVEL 08
LEVEL 09
LEVEL 10
LEVEL 11
LEVEL 05
ELEVATION 03
W23W22W21W20W19'W19W15W14W13W12W11W10'W10 W18W17W16W6W5W4W3W2 W9W8W7W1
1.
1.
1.
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W42W41W40W39W38W37'W37W33W32W31W30W29W28'W28W24W23W22 W27W26W25 W36W35W34 W44W43
1.
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1.
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LEVEL 06
LEVEL 07
LEVEL 08
LEVEL 09
LEVEL 10
LEVEL 11
W61W60W59W58W57W56W55'W55W51W50W49W48W47W46'W46W42W41W40W39 W45W44W43 W54W53W52
ELEVATION 03
ELEVATION 03
NN
This drawing shall be read in conjunction with the Engineer's drawings. Any descripancies MUST be reported to the Architect.
This drawing must be checked against existing site conditions and any descrepancy reported to the Architect .
Figured dimensions only to be taken from this drawing.
All samples must be approved by the Architect before any use.
All dimensions are in millimeters unless otherwise indicated.
All floors are to have a hydrolic fire hosereels connected to a 6000 litre reserve water tank with automatic booster pumps and 2 9litre CO2 fire extinguishers.
All floors are to have manual electric break glass connected to fire alarm system.
Basement floor is to be served with automatic sprinkler system connected to a 6000 litre reserve water tank with automatic booster pumps.
All circulation areas to have emergency lighting.
1:100, as shown
TI/TH-Lochab/2021 jkk
September 2021
CHECKED :DRAWN :
PROJECT NUMBER REVISION
SIGNED:
CONSULTANTS:
ARCHITECT
DATE:............./................./
NOTES:
DRAWING TITLE
DRAWING NUMBER
DATE:
PROJECT NUMBER REVISION
CIVIL & STR. ENGINEER
QUANTITY SURVEYOR
SCALE:
SIGNED:
CLIENT:
CONSULTANTS:
DATE:............./................./
PROJECT TITLE
J. KINUTHIA
WORKING DRAWINGS A1
P.O. Box 2861 - 00100 Nairobi aegis@aegisdevelopment.co.ke www. aegisdevelopment.co.ke
Project Managers & Quantity Surveyors
Tectura Studio, 2727 The Crescent, Parklands P. O. Box 54634-00200, NAIROBI. KENYA
Tel: 020-3751680; 3751685;3751443 email: info@tectura-int.co.ke
TECTURA INTERNATIONAL LTD
Project Managers & Quantity Surveyors
P.O. Box 2861 - 00100 Nairobi aegis@aegisdevelopment.co.ke www. aegisdevelopment.co.ke
PROJECT MANAGERS
WARNING:
This document is the property of the
United States Government.
Further reproduction and/or distribution is prohibited without the express written approval of:
Facility Management U. S. Embassy Nairobi
P.O Box 606, 00621 Nairobi, Kenya
Email: onealap@state.gov;
sainivk@state.gov
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LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05
LEVEL 06
LEVEL 07
LEVEL 08
LEVEL 09
LEVEL 10
LEVEL 11
ELEVATION 04
extend of retaining wall extend of retaining wall
E42E43E44E45E46E47E47' E48E49E50E51E52E53E54E55E56E56'
E57E58E59E61 E60
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extend of retaining wall extend of retaining wall extend of retaining wall
E22E23E24E25E26E27E28E29E30E31E32E33E34E35E36E37E38E38' E39E40E41E42E43E44E45E46
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LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05
LEVEL 06
LEVEL 07
LEVEL 08
LEVEL 09
LEVEL 10
LEVEL 11
extend of retaining wall
E1E2E3E4E5E6E7E8E9E10E10'E11E12E13E14E15E16E17E18E19E19' E20E21E22E23
ELEVATION 04
ELEVATION 04
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LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05
LEVEL 06
LEVEL 07
LEVEL 08
LEVEL 09
ELEVATION 06
N38N37N36N35N34N33N32N31N30'N30N29N28N27N26N25N24N23'N23N22N21N20
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LEVEL 01
LEVEL 02
LEVEL 03
LEVEL 04
LEVEL 05
LEVEL 06
LEVEL 07
LEVEL 08
LEVEL 09
ELEVATION 05 ELEVATION 06
N19N18N17N16N15'N15N14N13N12N11N10N9N8N7'N7N6N5N4N3N2N1
NN
This drawing shall be read in conjunction with the Engineer's drawings. Any descripancies MUST be reported to the Architect.
This drawing must be checked against existing site conditions and any descrepancy reported to the Architect .
Figured dimensions only to be taken from this drawing.
All samples must be approved by the Architect before any use.
All dimensions are in millimeters unless otherwise indicated.
All floors are to have a hydrolic fire hosereels connected to a 6000 litre reserve water tank with automatic booster pumps and 2 9litre CO2 fire extinguishers.
All floors are to have manual electric break glass connected to fire alarm system.
Basement floor is to be served with automatic sprinkler system connected to a 6000 litre reserve water tank with automatic booster pumps.
All circulation areas to have emergency lighting.
1:100, as shown
TI/TH-Lochab/2021 jkk
September 2021
CHECKED :DRAWN :
PROJECT NUMBER REVISION
SIGNED:
CONSULTANTS:
ARCHITECT
DATE:............./................./
NOTES:
DRAWING TITLE
DRAWING NUMBER
DATE:
PROJECT NUMBER REVISION
CIVIL & STR. ENGINEER
QUANTITY SURVEYOR
SCALE:
SIGNED:
CLIENT:
CONSULTANTS:
DATE:............./................./
PROJECT TITLE
J. KINUTHIA
WORKING DRAWINGS A1
P.O. Box 2861 - 00100 Nairobi aegis@aegisdevelopment.co.ke www. aegisdevelopment.co.ke
Project Managers & Quantity Surveyors
Tectura Studio, 2727 The Crescent, Parklands P. O. Box 54634-00200, NAIROBI. KENYA
Tel: 020-3751680; 3751685;3751443 email: info@tectura-int.co.ke
TECTURA INTERNATIONAL LTD
Project Managers & Quantity Surveyors
P.O. Box 2861 - 00100 Nairobi aegis@aegisdevelopment.co.ke www. aegisdevelopment.co.ke
PROJECT MANAGERS
WARNING:
This document is the property of the
United States Government.
Further reproduction and/or distribution is prohibited without the express written approval of:
Facility Management U. S. Embassy Nairobi
P.O Box 606, 00621 Nairobi, Kenya
Email: onealap@state.gov;
sainivk@state.gov
C E
20.000 20.000 20.000
0.
0.
0.
1.
0.
3.
0.
0.250 0.150
4.375 0.250
1.275
0.2001.700
0.1000.900 0.1501.050
0.200
0.
4.
0.
1.
0.
3.000 2.850
1.475 4.575
S-
S-
S-
S- 09S-10
S-10
S-11
S-11S-
S-
S10 S11
S12 S13
S14 S15
S16 S17
S18
S20 S21 S22 S23 S24 S25 S26
SOUTHERN WALL
SOUTHERN WALL
Vehicular gate
Pedestrian gate
2, 2, 185 215 15
1, Powder coated aluminium framed window with fixed glazing panels,side opening and top-hung panels.
PCC coping to details
RC beam to str. eng's details
15mm thick cement/sand plaster with textured paint to architect's specifications.
RC ground beam to str. eng's details
Foundation depth and design to be determined by the structural engineer
Ground level
200mm thick natural stone boundary wall with plaster and paint finish on both sides.
shower tray to specifications.
water closet to specifications.
15mm thick cement/sand plaster with textured paint to architect's specifications.
200mm thick natural stone boundary wall with plaster and paint finish on both sides.
PCC coping to details
Powder coated aluminium framed window (1.8mm aluminium thickness) with fixed security glazing (triple laminated glass to specifications)
Powder coated aluminium framed window (1.8mm aluminium thickness) with fixed glazing (8.23mm thick double laminated glass to specifications)
Mild steel gate to details.
S-08 Building Section 1:25
4 1:2.48
5 1:2.48
S-12 Building Section 1:25
File details come from the government source that posted it. Updated .