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)