GSPublisherEngine 0.6.100.100
ELEVATION-01
DRAWN :
N.W.N
Job no.
Date:
Scale:
Drawing No.:
CLIENT
Clients signature
NOTES
JOB TITLE
NOTES
DESIGNED :
J.F.K KAGIRI
REG NO:
.
structural mechanicalAll dimensions are in mm unless otherwise specified.drawings are not to be scaled. Only figured dimensions toto be used. The contractor must check & verify all thedimensions before commencement of the work.
general
electricalAll conduits must be laid before plastering.
fire fighting
constructionAll slabs at ground level to be layed over 1000 gaugepolythene sheeting on 50mm thick murram blinding,onwell compacted hardcore. All soils under slabs & aroundexternal foundation to be poised for the termites control.
Provide a 1130 litres reserve tank with a booster pumpDry risersProvide a 1x30m hydraulic Hose-real, on every floor.\Provide manual/ electric break glass fire alarm system.Provide 4x9kg litres water CO2 fire extingushers on every floor
All plumbing & drainage work to comply with P.H specifications.All surface ducts to be accessible from all floors.S.V.P denotes soil vent pipe and to be provided at the head ofthe drainage. Drains passing beneath buildings and drivewaysto be encased in 150mm concrete sorround. All undergroundfoul & waste drain pipes shall be of PVC. to comply with BS5255.All inspection chambers covers and framing shall be cast ironto comply with BS.497 Table 2 Grade A.The storm water drain pipes to comply with BS. 556.Minimum slope in the drain pipes to be 1%No chases for pipes will be allowed in the slabs.Sleeves will be allowed with written approval from the SENo cutting of concrete without express approval of the Architect.or SE. All testing of pipes must be cordinated with electrical& any conflicts must be clarified before works begins.P.V denotes permanent vents.
All black cotton soil to be removed from below allbuilding & paved surfaces. All paved surfaces to beclear of black cotton soil to a distance of 500moutside the edge of the surface.
For all R.C works, refer to SE's details.Foundation depths to be determined on site to the SEapproval. All walls less than 200mm thick to be reinforcedwith hoop iron at every alternate course.All adjacent R.C work and masonry walls to be tiedwith strap irons at every course.
.
JAN 2017
1:200
DEDAN KIMATHI UNIVERSIT OFTECHNOLOGY P.O BOX 657NYERI
PROPOSED MAIN LECTURETHEATRE
ARCHITECT
THE COUNTY ARCHITECT STATE DEPARTMENT OF PUBLIC WORKS NYERI COUNTY
DESCRIPTION REMARKSREVISION
NOTITLE
ARCHTECTURAL DRAWINGS
(ELEVATION 01)
GSPublisherEngine 0.6.100.100
ELEVATION-02
DRAWN :
N.W.N
Job no.
Date:
Scale:
Drawing No.:
CLIENT
Clients signature
NOTES
JOB TITLE
NOTES
DESIGNED :
J.F.K KAGIRI
REG NO:
.
structural mechanicalAll dimensions are in mm unless otherwise specified.drawings are not to be scaled. Only figured dimensions toto be used. The contractor must check & verify all thedimensions before commencement of the work.
general
electricalAll conduits must be laid before plastering.
fire fighting
constructionAll slabs at ground level to be layed over 1000 gaugepolythene sheeting on 50mm thick murram blinding,onwell compacted hardcore. All soils under slabs & aroundexternal foundation to be poised for the termites control.
Provide a 1130 litres reserve tank with a booster pumpDry risersProvide a 1x30m hydraulic Hose-real, on every floor.\Provide manual/ electric break glass fire alarm system.Provide 4x9kg litres water CO2 fire extingushers on every floor
All plumbing & drainage work to comply with P.H specifications.All surface ducts to be accessible from all floors.S.V.P denotes soil vent pipe and to be provided at the head ofthe drainage. Drains passing beneath buildings and drivewaysto be encased in 150mm concrete sorround. All undergroundfoul & waste drain pipes shall be of PVC. to comply with BS5255.All inspection chambers covers and framing shall be cast ironto comply with BS.497 Table 2 Grade A.The storm water drain pipes to comply with BS. 556.Minimum slope in the drain pipes to be 1%No chases for pipes will be allowed in the slabs.Sleeves will be allowed with written approval from the SENo cutting of concrete without express approval of the Architect.or SE. All testing of pipes must be cordinated with electrical& any conflicts must be clarified before works begins.P.V denotes permanent vents.
All black cotton soil to be removed from below allbuilding & paved surfaces. All paved surfaces to beclear of black cotton soil to a distance of 500moutside the edge of the surface.
For all R.C works, refer to SE's details.Foundation depths to be determined on site to the SEapproval. All walls less than 200mm thick to be reinforcedwith hoop iron at every alternate course.All adjacent R.C work and masonry walls to be tiedwith strap irons at every course.
.
JAN 2017
1:200
DEDAN KIMATHI UNIVERSIT OFTECHNOLOGY P.O BOX 657NYERI
PROPOSED MAIN LECTURETHEATRE
ARCHITECT
THE COUNTY ARCHITECT STATE DEPARTMENT OF PUBLIC WORKS NYERI COUNTY
DESCRIPTION REMARKSREVISION
NOTITLE
ARCHTECTURAL DRAWINGS
(ELEVATION 02)
GSPublisherEngine 0.6.100.100
ELEVATION-03
DRAWN :
N.W.N
Job no.
Date:
Scale:
Drawing No.:
CLIENT
Clients signature
NOTES
JOB TITLE
NOTES
DESIGNED :
J.F.K KAGIRI
REG NO:
.
structural mechanicalAll dimensions are in mm unless otherwise specified.drawings are not to be scaled. Only figured dimensions toto be used. The contractor must check & verify all thedimensions before commencement of the work.
general
electricalAll conduits must be laid before plastering.
fire fighting
constructionAll slabs at ground level to be layed over 1000 gaugepolythene sheeting on 50mm thick murram blinding,onwell compacted hardcore. All soils under slabs & aroundexternal foundation to be poised for the termites control.
Provide a 1130 litres reserve tank with a booster pumpDry risersProvide a 1x30m hydraulic Hose-real, on every floor.\Provide manual/ electric break glass fire alarm system.Provide 4x9kg litres water CO2 fire extingushers on every floor
All plumbing & drainage work to comply with P.H specifications.All surface ducts to be accessible from all floors.S.V.P denotes soil vent pipe and to be provided at the head ofthe drainage. Drains passing beneath buildings and drivewaysto be encased in 150mm concrete sorround. All undergroundfoul & waste drain pipes shall be of PVC. to comply with BS5255.All inspection chambers covers and framing shall be cast ironto comply with BS.497 Table 2 Grade A.The storm water drain pipes to comply with BS. 556.Minimum slope in the drain pipes to be 1%No chases for pipes will be allowed in the slabs.Sleeves will be allowed with written approval from the SENo cutting of concrete without express approval of the Architect.or SE. All testing of pipes must be cordinated with electrical& any conflicts must be clarified before works begins.P.V denotes permanent vents.
All black cotton soil to be removed from below allbuilding & paved surfaces. All paved surfaces to beclear of black cotton soil to a distance of 500moutside the edge of the surface.
For all R.C works, refer to SE's details.Foundation depths to be determined on site to the SEapproval. All walls less than 200mm thick to be reinforcedwith hoop iron at every alternate course.All adjacent R.C work and masonry walls to be tiedwith strap irons at every course.
.
JAN 2017
1:200
DEDAN KIMATHI UNIVERSIT OFTECHNOLOGY P.O BOX 657NYERI
PROPOSED MAIN LECTURETHEATRE
ARCHITECT
THE COUNTY ARCHITECT STATE DEPARTMENT OF PUBLIC WORKS NYERI COUNTY
DESCRIPTION REMARKSREVISION
NOTITLE
ARCHTECTURAL DRAWINGS
(ELEVATION 03)
GSPublisherEngine 0.6.100.100
ELEVATION-04
DRAWN :
N.W.N
Job no.
Date:
Scale:
Drawing No.:
CLIENT
Clients signature
NOTES
JOB TITLE
NOTES
DESIGNED :
J.F.K KAGIRI
REG NO:
.
structural mechanicalAll dimensions are in mm unless otherwise specified.drawings are not to be scaled. Only figured dimensions toto be used. The contractor must check & verify all thedimensions before commencement of the work.
general
electricalAll conduits must be laid before plastering.
fire fighting
constructionAll slabs at ground level to be layed over 1000 gaugepolythene sheeting on 50mm thick murram blinding,onwell compacted hardcore. All soils under slabs & aroundexternal foundation to be poised for the termites control.
Provide a 1130 litres reserve tank with a booster pumpDry risersProvide a 1x30m hydraulic Hose-real, on every floor.\Provide manual/ electric break glass fire alarm system.Provide 4x9kg litres water CO2 fire extingushers on every floor
All plumbing & drainage work to comply with P.H specifications.All surface ducts to be accessible from all floors.S.V.P denotes soil vent pipe and to be provided at the head ofthe drainage. Drains passing beneath buildings and drivewaysto be encased in 150mm concrete sorround. All undergroundfoul & waste drain pipes shall be of PVC. to comply with BS5255.All inspection chambers covers and framing shall be cast ironto comply with BS.497 Table 2 Grade A.The storm water drain pipes to comply with BS. 556.Minimum slope in the drain pipes to be 1%No chases for pipes will be allowed in the slabs.Sleeves will be allowed with written approval from the SENo cutting of concrete without express approval of the Architect.or SE. All testing of pipes must be cordinated with electrical& any conflicts must be clarified before works begins.P.V denotes permanent vents.
All black cotton soil to be removed from below allbuilding & paved surfaces. All paved surfaces to beclear of black cotton soil to a distance of 500moutside the edge of the surface.
For all R.C works, refer to SE's details.Foundation depths to be determined on site to the SEapproval. All walls less than 200mm thick to be reinforcedwith hoop iron at every alternate course.All adjacent R.C work and masonry walls to be tiedwith strap irons at every course.
.
JAN 2017
1:200
DEDAN KIMATHI UNIVERSIT OFTECHNOLOGY P.O BOX 657NYERI
PROPOSED MAIN LECTURETHEATRE
ARCHITECT
THE COUNTY ARCHITECT STATE DEPARTMENT OF PUBLIC WORKS NYERI COUNTY
DESCRIPTION REMARKSREVISION
NOTITLE
ARCHTECTURAL DRAWINGS
(ELEVATION 04)
GSPublisherEngine 0.6.100.100
A
A
16 x 188 = 3,000
123456
7
8
9
10
11
12 13 14 15 16
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
I
J
J
K
K
L
L
M
M
N
N
0
0
P
P
Q
Q
R
R
S
S
16 x 188 = 3,000
123456
7
8
9
10
11
12 13 14 15 16
16 x 188 = 3,000
123456
7
8
9
10
11
12 13 14 15 16
18 x 150 = 2,100
123456
7
8
9
10
11
12
13 14 15 16 17 18
02 02
03 03
09 09
10 10
11 11
01 01
08 08
05 05
04 04
07 07
05 05
12 12
S-01 S-01
S-02
S-02
E-0
2
E-01
200
4,78
520
019
,811
200
4,78
420
0
200
29,7
8020
02,
501
5,00
05,
000
10,0
005,
001
5,00
02,
500
2,499 5,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 5,000 5,000 6,236 4,577 1,668
2,499 5,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 5,000 5,000 6,236 4,577 1,668
2007,296
20029,827
2009,786
20012,605
2007,296
20029,827
2009,786
20012,605
200
34,8
0420
0
OFFICE
OFFICE
RECEPTION
OFFICE
P.V
P.V
P.V
P.V
P.V
P.V
BOARDROOM
LADIES
W/CW/C
P.VP.V
STORE
W/CW/C
P.V
P.V
P.V
P.V
P.V
P.V
PROJECTORSROOM
GENTS
P.V
P.V
W/C
P.VP.VP.V
P.V P.V
GENTS
W/CW/CW/C
URINAL
P.V
W/CW/C
LADIESP.V
FIRST FLOOR
GSPublisherEngine 0.0.100.100
DRAWN :
N.W.N
Job no.
Date:
Scale:
Drawing No.:
CLIENT
Clients signature
NOTES
JOB TITLE
NOTES
DESIGNED :
J.F.K KAGIRI
REG NO:
.
structural mechanicalAll dimensions are in mm unless otherwise specified.drawings are not to be scaled. Only figured dimensions toto be used. The contractor must check & verify all thedimensions before commencement of the work.
general
electricalAll conduits must be laid before plastering.
fire fighting
constructionAll slabs at ground level to be layed over 1000 gaugepolythene sheeting on 50mm thick murram blinding,onwell compacted hardcore. All soils under slabs & aroundexternal foundation to be poised for the termites control.
Provide a 1130 litres reserve tank with a booster pumpDry risersProvide a 1x30m hydraulic Hose-real, on every floor.\Provide manual/ electric break glass fire alarm system.Provide 4x9kg litres water CO2 fire extingushers on every floor
All plumbing & drainage work to comply with P.H specifications.All surface ducts to be accessible from all floors.S.V.P denotes soil vent pipe and to be provided at the head ofthe drainage. Drains passing beneath buildings and drivewaysto be encased in 150mm concrete sorround. All undergroundfoul & waste drain pipes shall be of PVC. to comply with BS5255.All inspection chambers covers and framing shall be cast ironto comply with BS.497 Table 2 Grade A.The storm water drain pipes to comply with BS. 556.Minimum slope in the drain pipes to be 1%No chases for pipes will be allowed in the slabs.Sleeves will be allowed with written approval from the SENo cutting of concrete without express approval of the Architect.or SE. All testing of pipes must be cordinated with electrical& any conflicts must be clarified before works begins.P.V denotes permanent vents.
All black cotton soil to be removed from below allbuilding & paved surfaces. All paved surfaces to beclear of black cotton soil to a distance of 500moutside the edge of the surface.
For all R.C works, refer to SE's details.Foundation depths to be determined on site to the SEapproval. All walls less than 200mm thick to be reinforcedwith hoop iron at every alternate course.All adjacent R.C work and masonry walls to be tiedwith strap irons at every course.
.
JAN 2017
1:250
DEDAN KIMATHI UNIVERSIT OFTECHNOLOGY P.O BOX 657NYERI
PROPOSED MAIN LECTURETHEATRE
ARCHITECT
THE COUNTY ARCHITECT STATE DEPARTMENT OF PUBLIC WORKS NYERI COUNTY
DESCRIPTION REMARKSREVISION
NOTITLE
ARCHTECTURAL DRAWINGS
(1ST FLOOR)
GSPublisherEngine 0.6.100.100
16 x 0.188 = 3.000
123456
7
8
9
10
11
12 13 14 15 16
16 x 0.188 = 3.000
123456
7
8
9
10
11
12 13 14 15 16
20.44 %
5.77 %11.54 %11.54 %5.77 %
18 x 0.150 = 2.100
123456
7
8
9
10
11
12
13 14 15 16 17 18
18 x 0.150 = 2.100
123456
7
8
9
10
11
12
13 14 15 16 17 18
6.21 % 12.41 % 12.41 % 6.21 %
5.77 %11.54 %11.54 %5.77 %
17.12 %17.12 %8.56 %
A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
I
J
J
K
K
L
L
M
M
N
N
0
0
P
P
Q
Q
R
R
S
S
02 02
03 03
09 09
10 10
11 11
01 01
08 08
05 05
04 04
07 07
05 05
12 12
0.2007.305
0.20034.766
0.2004.838
0.20010.060 2.423 4.995
0.20
0 2.31
40.20
04.
785
0.20
019
.802
0.20
04.
780
0.20
0 2.32
30.20
0
20.129
2.23
22.
758
5.00
05.
000
10.0
004.
984
5.01
72.
765
2.23
22.
184
0.20
04.
785
0.20
019
.811
0.20
04.
784
0.20
0
0.20
029
.780
0.20
0
15,0
00
5.083 2.499 5.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 5.000 5.000 6.236 4.577 1.668
0.2007.281
0.20029.842
0.2004.757
0.2004.829
0.20012.605
5.082 2.500 5.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 3.000 5.000 5.000 6.237 4.574 1.6700.200
7.3050.200
29.7910.200
4.7750.200
4.8380.200
12.6050.20060.114
0.20060.114
0.20
034
.804
0.20
0
10,000
12,500
5,000
S-01 S-01
S-02
S-02
E-03
E-0
2
E-01
E-0
4
P.V
W/C
P.VP.VP.V
P.V
P.V
P.V P.V P.V P.V
P.V
P.V
P.V
P.V
P.V
P.V
P.V
P.V
P.V
CHANGING ROOM
CHANGING ROOM
RECEPTION
GENTS
LADIES
BACKSTAGE
STAGE
VOID
URINAL
W/C W/C
P.VP.V
P.V
P.V
P.V P.V P.V P.V P.V
GENTS
LADIES
W/C W/CW/C W/CW/C
LOUNGE
GROUND FLOOR
GSPublisherEngine 0.0.100.100GSPublisherEngine 0.0.100.100GSPublisherEngine 0.0.100.100
DRAWN :
N.W.N
Job no.
Date:
Scale:
Drawing No.:
CLIENT
Clients signature
NOTES
JOB TITLE
NOTES
DESIGNED :
J.F.K KAGIRI
REG NO:
.
structural mechanicalAll dimensions are in mm unless otherwise specified.drawings are not to be scaled. Only figured dimensions toto be used. The contractor must check & verify all thedimensions before commencement of the work.
general
electricalAll conduits must be laid before plastering.
fire fighting
constructionAll slabs at ground level to be layed over 1000 gaugepolythene sheeting on 50mm thick murram blinding,onwell compacted hardcore. All soils under slabs & aroundexternal foundation to be poised for the termites control.
Provide a 1130 litres reserve tank with a booster pumpDry risersProvide a 1x30m hydraulic Hose-real, on every floor.\Provide manual/ electric break glass fire alarm system.Provide 4x9kg litres water CO2 fire extingushers on every floor
All plumbing & drainage work to comply with P.H specifications.All surface ducts to be accessible from all floors.S.V.P denotes soil vent pipe and to be provided at the head ofthe drainage. Drains passing beneath buildings and drivewaysto be encased in 150mm concrete sorround. All undergroundfoul & waste drain pipes shall be of PVC. to comply with BS5255.All inspection chambers covers and framing shall be cast ironto comply with BS.497 Table 2 Grade A.The storm water drain pipes to comply with BS. 556.Minimum slope in the drain pipes to be 1%No chases for pipes will be allowed in the slabs.Sleeves will be allowed with written approval from the SENo cutting of concrete without express approval of the Architect.or SE. All testing of pipes must be cordinated with electrical& any conflicts must be clarified before works begins.P.V denotes permanent vents.
All black cotton soil to be removed from below allbuilding & paved surfaces. All paved surfaces to beclear of black cotton soil to a distance of 500moutside the edge of the surface.
For all R.C works, refer to SE's details.Foundation depths to be determined on site to the SEapproval. All walls less than 200mm thick to be reinforcedwith hoop iron at every alternate course.All adjacent R.C work and masonry walls to be tiedwith strap irons at every course.
.
JAN 2017
1:250
DEDAN KIMATHI UNIVERSIT OFTECHNOLOGY P.O BOX 657NYERI
PROPOSED MAIN LECTURETHEATRE
ARCHITECT
THE COUNTY ARCHITECT STATE DEPARTMENT OF PUBLIC WORKS NYERI COUNTY
DESCRIPTION REMARKSREVISION
NOTITLE
ARCHTECTURAL DRAWINGS
(GROUND FLOOR)
GSPublisherEngine 0.6.100.100
A
A
B
B
C
C
D
D
E
E
F
F
G
G
H
H
I
I
J
J
K
K
L
L
M
M
N
N
0
0
P
P
Q
Q
R
R
S
S
02 02
03 03
09 09
10 10
11 11
01 01
08 08
05 05
04 04
07 07
05 05
12 12
S-01 S-01
S-02
S-02
E-0
2
E-01
ROOF PLAN
DRAWN :
N.W.N
Job no.
Date:
Scale:
Drawing No.:
CLIENT
Clients signature
NOTES
JOB TITLE
NOTES
DESIGNED :
J.F.K KAGIRI
REG NO:
.
structural mechanicalAll dimensions are in mm unless otherwise specified.drawings are not to be scaled. Only figured dimensions toto be used. The contractor must check & verify all thedimensions before commencement of the work.
general
electricalAll conduits must be laid before plastering.
fire fighting
constructionAll slabs at ground level to be layed over 1000 gaugepolythene sheeting on 50mm thick murram blinding,onwell compacted hardcore. All soils under slabs & aroundexternal foundation to be poised for the termites control.
Provide a 1130 litres reserve tank with a booster pumpDry risersProvide a 1x30m hydraulic Hose-real, on every floor.\Provide manual/ electric break glass fire alarm system.Provide 4x9kg litres water CO2 fire extingushers on every floor
All plumbing & drainage work to comply with P.H specifications.All surface ducts to be accessible from all floors.S.V.P denotes soil vent pipe and to be provided at the head ofthe drainage. Drains passing beneath buildings and drivewaysto be encased in 150mm concrete sorround. All undergroundfoul & waste drain pipes shall be of PVC. to comply with BS5255.All inspection chambers covers and framing shall be cast ironto comply with BS.497 Table 2 Grade A.The storm water drain pipes to comply with BS. 556.Minimum slope in the drain pipes to be 1%No chases for pipes will be allowed in the slabs.Sleeves will be allowed with written approval from the SENo cutting of concrete without express approval of the Architect.or SE. All testing of pipes must be cordinated with electrical& any conflicts must be clarified before works begins.P.V denotes permanent vents.
All black cotton soil to be removed from below allbuilding & paved surfaces. All paved surfaces to beclear of black cotton soil to a distance of 500moutside the edge of the surface.
For all R.C works, refer to SE's details.Foundation depths to be determined on site to the SEapproval. All walls less than 200mm thick to be reinforcedwith hoop iron at every alternate course.All adjacent R.C work and masonry walls to be tiedwith strap irons at every course.
.
JAN 2017
1:250
DEDAN KIMATHI UNIVERSIT OFTECHNOLOGY P.O BOX 657NYERI
PROPOSED MAIN LECTURETHEATRE
ARCHITECT
THE COUNTY ARCHITECT STATE DEPARTMENT OF PUBLIC WORKS NYERI COUNTY
DESCRIPTION REMARKSREVISION
NOTITLE
ARCHTECTURAL DRAWINGS
(2ND FLOOR)
GSPublisherEngine 0.6.100.100
GSPublisherEngine 0.0.100.100
depth determined in site
5,23
5
2,54
545
52,
700
450
2,55
0
1,35
0150
4,50
015
02,
851
149
150
4,50
015
02,
550
450
300
3,000
450mm thick wellcompactedhardcore
50mm thickblinding
150mm thick concreteslab on 1000g d.p.m
450 by 200mmthick reinforcedbeam
150mm thicksuspended reinforced
concrete slab to S.Edet.
225mm thickfoundation wall
200mm thickmasonry wallplastered andpainted internally
aluminiumcasementwindow toarchtects details
internal woodenpannel door
M.S railing todetail
watertanks todetail.
steel trusses to S.E details
roofing sheets on a 100 pitch
R.C gutter to S.E details
ceiling to S.E detail 900 mm high railing
900 mm high railing
STAGE
PASSAGE
SECTION 01
GSPublisherEngine 0.0.100.100
DRAWN :
N.W.N
Job no.
Date:
Scale:
Drawing No.:
CLIENT
Clients signature
NOTES
JOB TITLE
NOTES
DESIGNED :
J.F.K KAGIRI
REG NO:
.
structural mechanicalAll dimensions are in mm unless otherwise specified.drawings are not to be scaled. Only figured dimensions toto be used. The contractor must check & verify all thedimensions before commencement of the work.
general
electricalAll conduits must be laid before plastering.
fire fighting
constructionAll slabs at ground level to be layed over 1000 gaugepolythene sheeting on 50mm thick murram blinding,onwell compacted hardcore. All soils under slabs & aroundexternal foundation to be poised for the termites control.
Provide a 1130 litres reserve tank with a booster pumpDry risersProvide a 1x30m hydraulic Hose-real, on every floor.\Provide manual/ electric break glass fire alarm system.Provide 4x9kg litres water CO2 fire extingushers on every floor
All plumbing & drainage work to comply with P.H specifications.All surface ducts to be accessible from all floors.S.V.P denotes soil vent pipe and to be provided at the head ofthe drainage. Drains passing beneath buildings and drivewaysto be encased in 150mm concrete sorround. All undergroundfoul & waste drain pipes shall be of PVC. to comply with BS5255.All inspection chambers covers and framing shall be cast ironto comply with BS.497 Table 2 Grade A.The storm water drain pipes to comply with BS. 556.Minimum slope in the drain pipes to be 1%No chases for pipes will be allowed in the slabs.Sleeves will be allowed with written approval from the SENo cutting of concrete without express approval of the Architect.or SE. All testing of pipes must be cordinated with electrical& any conflicts must be clarified before works begins.P.V denotes permanent vents.
All black cotton soil to be removed from below allbuilding & paved surfaces. All paved surfaces to beclear of black cotton soil to a distance of 500moutside the edge of the surface.
For all R.C works, refer to SE's details.Foundation depths to be determined on site to the SEapproval. All walls less than 200mm thick to be reinforcedwith hoop iron at every alternate course.All adjacent R.C work and masonry walls to be tiedwith strap irons at every course.
.
JAN 2017
1:150
DEDAN KIMATHI UNIVERSIT OFTECHNOLOGY P.O BOX 657NYERI
PROPOSED MAIN LECTURETHEATRE
ARCHITECT
THE COUNTY ARCHITECT STATE DEPARTMENT OF PUBLIC WORKS NYERI COUNTY
SECTION 01
DESCRIPTION REMARKSREVISION
NOTITLE
ARCHTECTURAL DRAWINGS
(SECTION 01)
GSPublisherEngine 0.6.100.100
1,50
04,
500
450
2,55
045
0
2,54
945
02,
700
450
2,55
045
0
3,60
015
01,
950
300
150
2,55
430
0
450 by 200mmthick reinforcedbeam
150mm thicksuspended reinforced
concrete slab to S.Edet.
200mm thickmasonry wallplastered andpainted internally
2000 x 1650high aluminiumcasementwindow
M.S railing todetail
steel trusses to S.E details
900 mm high railing
R.C gutter to S.E details
STAGE
SECTION 02
GSPublisherEngine 0.0.100.100
DRAWN :
N.W.N
Job no.
Date:
Scale:
Drawing No.:
CLIENT
Clients signature
NOTES
JOB TITLE
NOTES
DESIGNED :
J.F.K KAGIRI
REG NO:
.
structural mechanicalAll dimensions are in mm unless otherwise specified.drawings are not to be scaled. Only figured dimensions toto be used. The contractor must check & verify all thedimensions before commencement of the work.
general
electricalAll conduits must be laid before plastering.
fire fighting
constructionAll slabs at ground level to be layed over 1000 gaugepolythene sheeting on 50mm thick murram blinding,onwell compacted hardcore. All soils under slabs & aroundexternal foundation to be poised for the termites control.
Provide a 1130 litres reserve tank with a booster pumpDry risersProvide a 1x30m hydraulic Hose-real, on every floor.\Provide manual/ electric break glass fire alarm system.Provide 4x9kg litres water CO2 fire extingushers on every floor
All plumbing & drainage work to comply with P.H specifications.All surface ducts to be accessible from all floors.S.V.P denotes soil vent pipe and to be provided at the head ofthe drainage. Drains passing beneath buildings and drivewaysto be encased in 150mm concrete sorround. All undergroundfoul & waste drain pipes shall be of PVC. to comply with BS5255.All inspection chambers covers and framing shall be cast ironto comply with BS.497 Table 2 Grade A.The storm water drain pipes to comply with BS. 556.Minimum slope in the drain pipes to be 1%No chases for pipes will be allowed in the slabs.Sleeves will be allowed with written approval from the SENo cutting of concrete without express approval of the Architect.or SE. All testing of pipes must be cordinated with electrical& any conflicts must be clarified before works begins.P.V denotes permanent vents.
All black cotton soil to be removed from below allbuilding & paved surfaces. All paved surfaces to beclear of black cotton soil to a distance of 500moutside the edge of the surface.
For all R.C works, refer to SE's details.Foundation depths to be determined on site to the SEapproval. All walls less than 200mm thick to be reinforcedwith hoop iron at every alternate course.All adjacent R.C work and masonry walls to be tiedwith strap irons at every course.
.
JAN 2017
1:150
DEDAN KIMATHI UNIVERSIT OFTECHNOLOGY P.O BOX 657NYERI
PROPOSED MAIN LECTURETHEATRE
ARCHITECT
THE COUNTY ARCHITECT STATE DEPARTMENT OF PUBLIC WORKS NYERI COUNTY
DESCRIPTION REMARKSREVISION
NOTITLE
ARCHTECTURAL DRAWINGS
(SECTION 02)