YEAR 5 STUDIO ARCHITECTURAL CONSERVATION

Page 1

15 WORKING DRAWINGS S-01

E1

1

2

3

4

5

26,500 8,300 7,800

5,500

500

200

5,000

5,500

500

4,800

5,000

500

PARKING OCCUPANCY DISPLAY SYSTEM

OUTER KERB CURVING RADIUS 5,000MM

DRIVEWAY RIBBED CONCRETE FF

2,500

50

5,500

5,000

5,000

49

2,500

A

2,500

2,500

500

5,000

5,000

500

500

500 5,500

7,200

15,000

5,500

A

500

5,000

4,000

500

5,500

-11,350

ACCESS RAMP 1:8

500

2,500

500

66

5,500

39,000

S-02

STAIRWELL

2,600

2,500

5,000

28,000

21R x 174 20G x 300

12

13

14

15

16

17

18

19

D1

LIFT LOBBY 300

750

MECH

RAMP NOTES HEIGHT TO THE NEXT FLOOR = 2,850MM RATIO 1:8 WELL FINISHED CONCRETE SURFACE

CARGO LIFT

150

750

D3

550

D4

200 100

72

REFUSE COLLECTING CHAMBER

D6

1,500

5,000

200

D5 PV

1,500 X 2,700MM HEAVY DUTY MILD-STEEL DOUBLE DOOR COMPRISING 50 X 50 X 3MM THICK FRAMING & 5MM THICK PANELLED PLATES WELDED TO FRAME

500

4,800

UP

G

600X600MM NON-SLIP CERAMIC TILE FLOOR FINISH, LAID ON 25MM CEMENT SCREED MORTAR, ON 1000 GAUGE DAMP PROOF MEMBRANE, ON 150MM THICK R.C SLAB TO THE STRUCTURAL ENGINEER'S DETAIL

7,800

73

RAMP GRADIENT 1:8 LENGTH 3,5OOMM X 8 = 28,000MM

3,200

WATER TREATMENT/ STORAGE

61

F

S-03

200 100 900

150

REFUSE CHUTE

200

750

FIRE DUCT

ANTI-SLIP TEXTURE

5,500

AC

D1

1,400

L3

STAIRCASE NOTES RCC STAIRCASE E HEIGHT TO THE NEXT FLOOR =3,650MM TREAD = 300MM RISER = 150MM NO. OF STEPS = 24 FLIGHT WIDTH = 1,200MM RAILING HEIGHT = 1,100MM FLOOR FINISH - PORCELAIN TILES 1,000MM HIGH GALVANISED STEEL BALUSTRADE

ACCESS RAMP 1:8

500

D1

D2

D3

700

150

700

150

1,600

2,500

71

2,500 DRIVEWAY RIBBED CONCRETE FF

1,200

500

2,500

60

500

200

70

500

2,500

59

1,500

5,000

150 150 200 550 750

5,500

D1

600MM STEEL LOUVERED DOUBLE-LEAF DUCT DOOR

3,850

2,500

2,500

58

500

500

L2

L1

D2

200 100 200 200 300 1,200 1,200

5,000

5,500

ELEC

D3

69

S-03

G

500

ICT

DECORATIVE EPOXY FF

500

500

F

20

150 150

2,500

57

850

500 500X500MM VIBRATED RCC COLUMN FITTED WITH REFLECTORS

5,000

5,500

2,500

E

500

500

21

DOWN

11

2,500

10

9

8

68

7

6

5

4

5,000

D

600X600MM NON-SLIP CERAMIC TILE FLOOR FINISH, LAID ON 25MM CEMENT SCREED MORTAR, ON 1000 GAUGE DAMP PROOF MEMBRANE, ON 150MM THICK R.C SLAB TO THE STRUCTURAL ENGINEER'S DETAIL

67

PARKING

56

1,200 X2,100MM HEAVY DUTY MILD-STEEL DOUBLE DOOR COMPRISING 50 X 50 X 3MM THICK FRAMING & 5MM THICK PANELLED PLATES WELDED TO FRAME

8,100

2,500

2,500 2,500

55

C

5,500

MAINTENANCE OFFICE NON-SLIP CERAMIC TILES

54

5,500

5,000

PV

5,000

65

2,800

500

1,200 D7

2,500

PARKING MARKERS DONE WITH ROAD PAINT TO APPROVAL

500

500

500

3

5,500

64

500

2,500

53

200MM THICK MASONRY WALL PLASTERED AND EXTERNALLY PAINTED IN THREE COATS OF WHITE EMULSION PAINT ON APPROPRIATE BASECOAT & INCLUDING A POLYURETHANE-BASED WATERPROOFING LAYER BY BASCO PAINTS TO APPROVAL

PARKING

2

39,000

2,500

2,500

52

CYCLIST'S PARKING

UP

E2

63

-11,350

5,800

51

B

5,000

1

S-02

2,500

DRIVEWAY RIBBED CONCRETE FF

5,000

5,500 D

5,000

500

500

C

5,000

5,000

5,500

2,500

5,000

500

500

B

500

500

DOWN

500MM THICK COMPOSITE WATER PROOF BASEMENT RETAINING WALL WITH INTERNAL ASPHALT TANKING TO DETAIL

E4

500

7,700

500

500

4,500

500MM THICK COMPOSITE WATER PROOF BASEMENT RETAINING WALL WITH INTERNAL ASPHALT TANKING TO DETAIL

5,500

AREA 37M2

5,000

5,000

5,000

5,000

5,000

5,500

-11,350

FROM BASEMENT 02

500

74

5,500 500

4,000

5,000 500

4,500

5,000 500

7,800 8,300

200

4,800 7,200

500

5,000

500

5,000

7,700

500

-7,700

500

H

500

62

H

500 500

5,500

1

2

3

4

S-01

26,500 5

E3

BASEMENT O3

NORTH

PARKING/ UNDERGROUND WATER STORAGE & TREATMENT PLANT SCALE 1:50

MUCHIRA CHRISTABELL NYAMBURA ABS211-0538/2018 ABA2509 ARCHITECTURAL CONSERVATION ALONG KENYATTA AVENUE 2023


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