1
GSPublisherEngine 0.3.100.100 39 40 41 42 43 44 45 46 47 48 49 1 2 3 4 5 6 7 8 9 10 11 12 16 17 18 19 20 21 22 23 24 25 26 27 28 29 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 32 33 34 35 36 16 x 219 = 3,500 19 x 174 = 3,300 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 25 x 180 = 4,500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 13 14 15 12 12 D D E E I I H H G G F F 7 7 9 9 13 13 14 14 15 15 16 16 17 17 19 19 6 11 11 8 8 18 18 10 10 12 12 D D I I H H G G F F 7 7 9 9 13 13 6 11 11 8 8 10 10 12 12 D D I I H H G G F F 7 7 9 9 13 13 6 11 11 8 8 10 10 C C B B C C B B C C 200 4,800 200 4,800 200 200 4,800 200 6,300 200 200 4,800 200 6,300 200 200 4,800 200 4,800 200 200 2,100 200 200 3,000 200 200 3,500 200 200 3,500 200 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 200 7,400 200 7,400 200 7,400 6,500 6,500 7,500 7,500 7,500 5,000 5,000 6,500 6,500 7,500 5,000 5,000 7,500 5,000 5,000 7,500 42,500 7,500 5,000 5,000 7,500 5,000 5,000 7,500 42,500 200 200 174 6,926 600 4,400 600 4,400 600 6,900 600 4,400 600 4,400 600 6,900 200 200 200 200 200 174 6,926 600 4,400 600 4,400 600 6,900 600 4,400 600 4,400 600 6,900 200 200 200 7,500 6,500 5,000 6,500 5,000 600 5,900 5,000 5,000 6,500 6,500 60,000 200 200 200 6,900 600 5,900 600 4,400 600 5,900 600 4,400 600 600 5,300 600 4,400 600 4,400 600 5,900 600 5,900 200 200 200 200 200 200 6,900 600 5,900 600 4,400 600 5,900 600 4,400 600 600 5,300 600 4,400 600 4,400 600 5,900 600 5,900 200 200 200 7,500 6,500 5,000 6,500 5,000 600 5,900 5,000 5,000 6,500 6,500 60,000 6,500 6,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 5,000 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 5,000 2,500 2,500 2,500 2,500 2,500 PARKING MARKERS TO BE DONE WITH ROAD PAIN TO APPROVAL ALL COLUMNS IN THE PARKING SPACE TO BE PROVIDED WITH 1500mm HIGH ANGLE IRON BARS FOR PROTECTION AGAINST CAR KNOCKS R.C WALL TO THE INTERIOR OF THE BASEMENT MIX 1:1 1/2: 3 AS PER THE STRUCTURAL DETAILS PROVIDED MASONRY WALLING TO THE EXTERIOR OF THE BASEMENT R.C LIFT CORE MIX 1:1 1/2:3 400X600mm DEEP TRENCH DRAIN SUMP WATER PUMP RC WALLING TO THE INTERIOR OF THE BASEMENT Intercom Duct Electric Duct Wet Riser Duct Dry Riser Duct MASONRY WALLING TO BASEMENT EXTERIOR RC WALL TO BASEMENT INTERIOR TO S.E DETAILS 400X600mm Trenc Drain RC WALL TO THE BASEMENT INTERIOR TO S.E DETAILS MASONRY WALLING TO BASEMENT EXTERIOR RC WALL TO THE BASEMENT INTERIOR TO S.E DETAILS MASONRY WALLING TO BASEMENT EXTERIOR RC WALL TO THE BASEMENT INTERIOR TO S.E DETAILS MASONRY WALLING TO BASEMENT EXTERIOR RC WALL TO THE BASEMENT INTERIOR TO S.E DETAILS MASONRY WALLING TO BASEMENT EXTERIOR RC WALL TO THE BASEMENT INTERIOR TO S.E DETAILS MASONRY WALLING TO BASEMENT EXTERIOR RC WALL TO THE BASEMENT INTERIOR TO S.E DETAILS MASONRY WALLING TO BASEMENT EXTERIOR STAIRS TO DETAILS RISER=175mm TREAD=250mm STORAGE ROOM 4 STORAGE ROOM 3 STORAGE ROOM 1 STORAGE ROOM 2 PV PV PV BASEMENT 2 FLOOR LAYOUT FLOOR AREA = 2 , 550 m 2 SCALE 1 : 150 BASEMENT PARKING SPACE RAMP FROM BASEMENT 2 1:8 PV 2a 1c 3a 4a 2b 1b 3g 4a 2b 1b 3g 4a 2b 1b 3g 4a 2b 1b 3g 4a 40mm THICK SCREED FINISHED SMOOTH 2a 1c 3a 4a 2a 1c 3a 4a 2a 1c 3a 4a LIFT/STAIR LOBBY 1d 3a 4e 2e Granite Floor Tiles Laid To Approval LIFT LIFT 8people/630kg 1100x1400x2200 (wxdxh) 1.6m/s 8people/630kg 1100x1400x2200 (wxdxh) 1.6m/s 2b 1b 3g 4a 2b 1b 3g 4a 2b 1b 3g 4a D01 D01 D01 D01 D02 D02 D02 D02 All Ducts To Be 450x600mm With Steel Louvred Double Doors To Door Schedule BASEMENT PARKING SPACE BASEMENT PARKING SPACE BASEMENT PARKING SPACE BASEMENT PARKING SPACE STAIRS TO DETAILS RISER=175mm TREAD=250mm 6 S-87 S-87 S-88 S-88 S-89 S-89 S East Elevation South Elevation West Elevation 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 40 41 42 43 44 45 46 47 48 49 50 51 29 30 31 32 33 34 35 36 37 38 39 12 12 D D E E I I H H G G F F 7 7 9 9 13 13 14 14 15 15 16 16 17 17 19 19 6 11 11 8 8 18 18 19 x 174 = 3,300 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 25 x 180 = 4,500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 10 10 12 12 D D I I H H G G F F 7 7 9 9 13 13 6 11 11 8 8 10 10 12 12 D D I I H H G G F F 7 7 9 9 13 13 6 11 11 8 8 10 10 C C B B C C B B C C 200 4,800 200 4,800 200 200 4,800 200 6,300 200 200 4,800 200 6,300 200 200 4,800 200 4,800 200 200 2,100 200 200 3,000 200 200 3,500 200 200 3,500 200 200 8,550 200 200 8,550 200 200 5,700 200 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 5,000 200 7,400 200 7,400 200 7,400 6,500 6,500 7,500 7,500 7,500 5,000 5,000 6,500 6,500 7,500 5,000 5,000 7,500 5,000 5,000 7,500 42,500 7,500 5,000 5,000 7,500 5,000 5,000 7,500 42,500 200 200 174 6,926 600 4,400 600 4,400 600 6,900 600 4,400 600 4,400 600 6,900 200 200 200 200 200 174 6,926 600 4,400 600 4,400 600 6,900 600 4,400 600 4,400 600 6,900 200 200 200 7,500 6,500 5,000 6,500 5,000 600 5,900 5,000 5,000 6,500 6,500 60,000 200 200 200 6,900 600 5,900 600 4,400 600 5,900 600 4,400 600 600 5,300 600 4,400 600 4,400 600 5,900 600 5,900 200 200 200 200 200 200 6,900 600 5,900 600 4,400 600 5,900 600 4,400 600 600 5,300 600 4,400 600 4,400 600 5,900 600 5,900 200 200 200 7,500 6,500 5,000 6,500 5,000 600 5,900 5,000 5,000 6,500 6,500 60,000 6,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 200 5,400 200 -3,500 -3,500 -3,500 -3,500 PARKING MARKERS TO BE DONE WITH ROAD PAIN TO APPROVAL ALL COLUMNS IN THE PARKING SPACE TO BE PROVIDED WITH 1500mm HIGH ANGLE IRON BARS FOR PROTECTION AGAINST CAR KNOCKS EXPANSION BETWEEN COLUMNS R.C WALL TO THE INTERIOR OF THE BASEMENT MIX 1:1 1/2: 3 AS PER THE STRUCTURAL DETAILS PROVIDED MASONRY WALLING TO THE EXTERIOR OF THE BASEMENT 400X600mm DEEP TRENCH DRAIN SUMP WATER PUMP MASONRY WALLING TO THE EXTERIOR OF THE BASEMENT RC WALLING TO THE INTERIOR OF THE BASEMENT RC WALL TO THE BASEMENT INTERIOR TO S.E DETAILS MASONRY WALLING TO BASEMENT EXTERIOR Intercom Duct Electric Duct Wet Riser Duct Dry Riser Duct RC WALL TO THE BASEMENT INTERIOR TO S.E DETAILS MASONRY WALLING TO BASEMENT EXTERIOR RC WALL TO THE BASEMENT INTERIOR TO S.E DETAILS MASONRY WALLING TO BASEMENT EXTERIOR MASONRY WALLING TO BASEMENT EXTERIOR RC WALL TO BASEMENT INTERIOR TO S.E DETAILS RC WALL TO THE BASEMENT INTERIOR TO S.E DETAILS MASONRY WALLING TO BASEMENT EXTERIOR RC WALL TO THE BASEMENT INTERIOR TO S.E DETAILS MASONRY WALLING TO BASEMENT EXTERIOR RC WALL TO THE BASEMENT INTERIOR TO S.E DETAILS MASONRY WALLING TO BASEMENT EXTERIOR 400X600mm Trenc Drain R.C LIFT CORE MIX 1:1 1/2:3 TRANSFORMER ROOM GENERATOR ROOM SWITCH CONTROL ROOM CABLES TERMINATION ROOM STORAGE ROOM 5 STORAGE ROOM 6 RAMP TO GROUND LEVEL 1:8 PV PV PV PV PV BASEMENT PARKING SPACE BASEMENT 1 LAYOUT FLOOR AREA = 2 , 550 m 2 SCALE 1 : 150 RAMP TO BASEMENT 1 1:8 2b 1b 3g 4a 2b 1b 3g 4a 2b 1b 3g 4a 2b 1b 3g 4a 40mm THICK SCREED FINISHED SMOOTH 2a 1c 3a 4a 2a 1c 3a 4a 2a 1c 3a 4a 2a 1c 3a 4a LIFT/STAIR LOBBY Granite Floor Tiles Laid To Approval LIFT LIFT 8people/630kg 1100x1400x2200 (wxdxh) 1.6m/s 8people/630kg 1100x1400x2200 (wxdxh) 1.6m/s 1c 3a 4a 2a 1c 3a 4a 2a STAIRS TO DETAILS RISER=175mm TREAD=250mm 2a 1c 3a 4a 2a 1c 3a 4a 2a 1c 3a 4a 2a 1c 3a 4a LIFT/STAIR LOBBY LIFT LIFT 8people/630kg 1100x1400x2200 (wxdxh) 1.6m/s 8people/630kg 1100x1400x2200 (wxdxh) 1.6m/s D01 D01 D01 D01 D01 D02 D02 D02 D02 All Ducts To Be 450x600mm With Steel Louvred Double Doors To Door Schedule BASEMENT PARKING SPACE BASEMENT PARKING SPACE BASEMENT PARKING SPACE BASEMENT PARKING SPACE PV D01 1d 3a 4e 2e STAIRS TO DETAILS RISER=175mm TREAD=250mm S-86 S-87 S-87 S-88 S-88 S-89 S-89 S East Elevation South Elevation West Elevation WALL FLOOR CEILING SKIRTING 1 : FLOOR 1a: RIBBED CONCRETE 1b: SCREED 40mm FINISHED SMOOTH 1c: POLISHED TERRAZZO 1d: APPROVED GRANITE TILES ON SCREED 1e: 300X300mm NON-SLIP CERAMIC TILES 1f: PARQUET FLOOR FINISH 1g: 'PLUTO' EUROCON TILES 1h: QUARRY TILES 1I: MARBLE FLOOR FINISH 1j. MAHOGANY HARDWOOD STRIPS 2 . WALL 2a: EPOXY ESTER 2b: WATER PROOFING TEXTURED PAINT 2c: WOOD FLOAT PLASTER 2d: APPROVED CERAMIC TILES 2e: 102X305 'TAGUS' EUROCON WALL TILES 2f: 3-COATS SATIN FINISH 'BASCO' PAINT 2g: GRANO. 12mm POLISHED 2h: EMULSION PAINT 2i: MAZZERRAS FINISH 3 . CEILING 3a: PYROC 3b: PAINTED RIBBED CONCRETE. 3c: APPROVED CERAMIC TILES. 3d: ARMSTRONG FISSURED MINABOARD CONCEALED SUSPENDED CEILING SYSTEM. 3e: CRATE CEILING. 3f: CYPRESS T&G 3g: EMULSION PAINT 3h: CHIPBOARD CEILING 4 . SKIRTING 4a: 150mm POLISHED TERRAZZO 4b: EX 150 X 25MM HARDWOOD SKIRTING 4c: EX. 150 X 25MM SOFTWOOD SKIRTING 4d: 150X150mm QUARRY TILES 4e: 100X20mm GRANO 4f: 100X20 CONCRETE TILES. 4g: APPROVED CERAMIC TILES NOTES Architectural 1. All dimensions are in millimeters unless otherwise specified. 2. All dimensions should be checked on site and any discrepancies be reported to the architect before the work commences. 3. All works to be carried out inaccordance with the local authority regulations. 4. Use figured dimensions only,do not scalefrom the drawing. 5. Walls below 200mm thick to be reinforcedwith hoop iron at every alternate course. 6. DPC to be laid under all walls and to be min.150mm above finished floor level. 7. All drainage pipes passing under building and drive way to be encased with 150mm thick concrete sorround. 8. All Inspection Chambers (IC) in driveways to heavy duty covershave 9. All reinforced concrete works is to be in accordance with structural engineer's details. 10. 500 gauge polythene dpm (damp proof membrane) and anti-termite treatment to be provided under ground floor concrete slab. 11. Foundation depth to be determined on site as per engineer's instructions. 12. Permanent Ventilation (PV) to be provided all openings as indicated on plansabove Civil Works 1. All soils under slabs and around external fountations to be treated for termite control. 2. All soils on cut emberkments to be stabilised. Slope not to exceed the natural angle of repose. 3. All slabs at ground level to be poured over 1000 gauge polythene sheeting on 50mm stone blinding on hardcore. Structural Works 1. All black cotton soils to be removed from all building plinths. All buildings to be clear of black cotton soil to a distance of 3m. 2. All basement columns to be provided with angle iron protection 1500mm high. 3. All paved surfaces to be clear of black cotton soil to a distance of 500mm outside the edge of the surface. 4. Refer to structural Engineers details for all r.c works. 5. Fountation depth to be determined on site to structural Engineer's approval. 6. All walls less than 200mm thick to be reinforced with hoop irons at every alternate course. 7. All adjacent r.c work and masonry walls to be tied with strap irons at every course. Mechanical Works Mechanical Works 1. All sanitry fittings, doors, windows and lifts to schedules. 2. All plumbing and drainage to comply with city council's specifications. 3. All service ducts to be accessible from every floor. 4. SVP denotes soil vent pipe to be provided at the head of drainage. FINISHES 1 2 4 3 PROJECT TITLE: PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO. 209/12287 IN NAIROBI C0UNTY WORK TITLE: BASEMENT 1 & 2 FLOOR PLANS SCALE: 1:150 DESIGNED BY: JOSEPH S. KAMAU DRAWN ON: 2 rd FEBRUARY 2015 REGISTRATION NUMBER: B76/3600/2011 CHECKED BY: ARCH. A. RALWALA AND ARCH. J. ODWALLO COURSE UNIT: CONSTRUCTION IMPLEMENTATION PORTFOLIO COURSE UNIT CODE: BCM 410 NORTH PROJECT NORTH R1

BASEMENT 2 FLOOR LAYOUT FLOOR …realestates.uonbi.ac.ke/sites/default/files/cae/artsdesign...rc walling to the interior of the basement rc wall to the basement interior to s.e details

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GSPublisherEngine 0.3.100.100

39 40 41 42 43 44 45 46 47 48 49

1 2 3 4 5 6 7 8 9 10 11 12

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5051525354555657585960616263646566

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3435

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16 x 219 = 3,500

19 x 174 = 3,300

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2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 5,000 2,500

2,50

02,

500

2,50

02,

500

PARKING MARKERS TO BE DONEWITH ROAD PAIN TO APPROVAL

ALL COLUMNS IN THE PARKING SPACE TO BEPROVIDED WITH 1500mm HIGH ANGLE IRON BARSFOR PROTECTION AGAINST CAR KNOCKS

R.C WALL TO THE INTERIOR OF THE BASEMENTMIX 1:1 1/2: 3 AS PER THE STRUCTURAL DETAILSPROVIDED

MASONRY WALLING TO THE EXTERIOR OF THE BASEMENT

R.C LIFT COREMIX 1:1 1/2:3

400X600mm DEEP TRENCH DRAIN

SUMP

WATERPUMP

RC WALLING TO THE INTERIOR OF THE BASEMENT

Intercom Duct

Electric Duct

Wet Riser Duct

Dry Riser Duct

MASONRY WALLING TO BASEMENT EXTERIOR RC WALL TO BASEMENT INTERIOR TO S.E DETAILS

400X600mm Trenc Drain

RC WALL TO THEBASEMENT INTERIORTO S.E DETAILS

MASONRY WALLINGTO BASEMENTEXTERIOR

RC WALL TO THEBASEMENT INTERIORTO S.E DETAILS

MASONRY WALLINGTO BASEMENTEXTERIOR

RC WALL TO THEBASEMENT INTERIORTO S.E DETAILS

MASONRY WALLINGTO BASEMENTEXTERIOR

RC WALL TO THEBASEMENT INTERIOR

TO S.E DETAILS

MASONRY WALLINGTO BASEMENT

EXTERIOR

RC WALL TO THEBASEMENT INTERIOR

TO S.E DETAILS

MASONRY WALLINGTO BASEMENT

EXTERIOR

RC WALL TO THEBASEMENT INTERIOR

TO S.E DETAILS

MASONRY WALLINGTO BASEMENT

EXTERIOR

STAIRS TO DETAILSRISER=175mmTREAD=250mm

STORAGEROOM 4

STORAGEROOM 3

STORAGEROOM 1

STORAGEROOM 2

PV

PV

PV

BASEMENT 2 FLOOR LAYOUT FLOOR AREA=2,550m2

SCALE 1:150

BASEMENT PARKING SPACE

RAMP FROMBASEMENT 2 1:8

PV

2a1c3a4a

2b1b3g4a

2b1b3g4a

2b1b3g4a

2b1b3g4a

40mm THICK SCREEDFINISHED SMOOTH

2a1c3a4a

2a1c3a4a

2a1c3a4a

LIFT/STAIRLOBBY

1d3a4e2e

Granite FloorTiles Laid To

Approval

LIFT

LIFT

8people/630kg1100x1400x2200(wxdxh) 1.6m/s

8people/630kg1100x1400x2200(wxdxh) 1.6m/s

2b1b3g4a

2b1b3g4a

2b1b3g4a

D01

D01D01

D01

D02

D02

D02

D02

All Ducts ToBe 450x600mm

With Steel LouvredDouble Doors ToDoor Schedule

BASEMENT PARKING SPACE

BASEMENT PARKING SPACE

BASEMENT PARKING SPACE

BASEMENT PARKING SPACE

STAIRS TO DETAILSRISER=175mmTREAD=250mm

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200 4,800 200 4,800 200

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2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 5,000

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-3,500

-3,500

-3,500

-3,500

PARKING MARKERS TO BE DONEWITH ROAD PAIN TO APPROVAL

ALL COLUMNS IN THE PARKING SPACE TO BEPROVIDED WITH 1500mm HIGH ANGLE IRON BARSFOR PROTECTION AGAINST CAR KNOCKS

EXPANSIONBETWEENCOLUMNS

R.C WALL TO THE INTERIOR OF THE BASEMENTMIX 1:1 1/2: 3 AS PER THE STRUCTURAL DETAILSPROVIDED

MASONRY WALLING TO THE EXTERIOR OF THE BASEMENT

400X600mm DEEP TRENCH DRAIN

SUMP

WATERPUMP

MASONRY WALLING TO THE EXTERIOR OF THE BASEMENT RC WALLING TO THE INTERIOR OF THE BASEMENT

RC WALL TO THEBASEMENT INTERIORTO S.E DETAILS

MASONRY WALLINGTO BASEMENTEXTERIOR

Intercom Duct

Electric Duct

Wet Riser Duct

Dry Riser Duct

RC WALL TO THEBASEMENT INTERIORTO S.E DETAILS

MASONRY WALLINGTO BASEMENTEXTERIOR

RC WALL TO THEBASEMENT INTERIORTO S.E DETAILS

MASONRY WALLINGTO BASEMENTEXTERIOR

MASONRY WALLING TO BASEMENT EXTERIOR RC WALL TO BASEMENT INTERIOR TO S.E DETAILS

RC WALL TO THEBASEMENT INTERIOR

TO S.E DETAILS

MASONRY WALLINGTO BASEMENT

EXTERIOR

RC WALL TO THEBASEMENT INTERIOR

TO S.E DETAILS

MASONRY WALLINGTO BASEMENT

EXTERIOR

RC WALL TO THEBASEMENT INTERIOR

TO S.E DETAILS

MASONRY WALLINGTO BASEMENT

EXTERIOR

400X600mm Trenc Drain

R.C LIFT COREMIX 1:1 1/2:3

TRANSFORMER ROOM

GENERATOR ROOM

SWITCHCONTROL

ROOM

CABLESTERMINATION

ROOM

STORAGEROOM 5

STORAGEROOM 6

RAM

P TO

GROUND L

EVEL

1:8

PVPV

PV

PV

PV

BASEMENT PARKING SPACE

BASEMENT 1 LAYOUT FLOOR AREA=2,550m2

SCALE 1:150

RAMP TOBASEMENT 1 1:8

2b1b3g4a

2b1b3g4a

2b1b3g4a

2b1b3g4a

40mm THICK SCREEDFINISHED SMOOTH

2a1c3a4a

2a1c3a4a

2a1c3a4a

2a1c3a4a

LIFT/STAIRLOBBY

Granite FloorTiles Laid To

Approval

LIFT

LIFT

8people/630kg1100x1400x2200(wxdxh) 1.6m/s

8people/630kg1100x1400x2200(wxdxh) 1.6m/s

1c3a4a2a

1c3a4a2a

STAIRS TO DETAILSRISER=175mmTREAD=250mm

2a1c3a4a

2a1c3a4a

2a1c3a4a

2a1c3a4a

LIFT/STAIRLOBBY

LIFT

LIFT

8people/630kg1100x1400x2200(wxdxh) 1.6m/s

8people/630kg1100x1400x2200(wxdxh) 1.6m/s

D01D01

D01D01

D01

D02

D02

D02

D02

All Ducts ToBe 450x600mm

With Steel LouvredDouble Doors ToDoor Schedule

BASEMENT PARKING SPACE

BASEMENT PARKING SPACE

BASEMENT PARKING SPACE

BASEMENT PARKING SPACE

PVD01

1d3a4e2e

STAIRS TO DETAILSRISER=175mmTREAD=250mm

S-8

6

S-87 S-87

S-8

8S

-88

S-8

9S

-89

S-9

3

Eas

t Ele

vatio

n

South Elevation

Wes

t Ele

vatio

n

WALLFLOOR

CEILINGSKIRTING

1: FLOOR1a: RIBBED CONCRETE1b: SCREED 40mm FINISHEDSMOOTH1c: POLISHED TERRAZZO1d: APPROVED GRANITE TILES ONSCREED1e: 300X300mm NON-SLIP CERAMICTILES1f: PARQUET FLOOR FINISH1g: 'PLUTO' EUROCON TILES1h: QUARRY TILES1I: MARBLE FLOOR FINISH1j. MAHOGANY HARDWOOD STRIPS

2.WALL2a: EPOXY ESTER2b: WATER PROOFING TEXTUREDPAINT2c: WOOD FLOAT PLASTER

2d: APPROVED CERAMIC TILES2e: 102X305 'TAGUS' EUROCON WALLTILES2f: 3-COATS SATIN FINISH 'BASCO'PAINT2g: GRANO. 12mm POLISHED2h: EMULSION PAINT2i: MAZZERRAS FINISH

3. CEILING3a: PYROC3b: PAINTED RIBBED CONCRETE.3c: APPROVED CERAMIC TILES.3d: ARMSTRONG FISSUREDMINABOARD CONCEALEDSUSPENDED CEILING SYSTEM.3e: CRATE CEILING.3f: CYPRESS T&G3g: EMULSION PAINT3h: CHIPBOARD CEILING

4.SKIRTING4a: 150mm POLISHED TERRAZZO4b: EX 150 X 25MM HARDWOODSKIRTING4c: EX. 150 X 25MM SOFTWOODSKIRTING4d: 150X150mm QUARRY TILES4e: 100X20mm GRANO4f: 100X20 CONCRETE TILES.4g: APPROVED CERAMIC TILES

NOTESArchitectural1. All dimensions are in millimeters unlessotherwise specified.2. All dimensions should be checked on siteand any discrepancies be reported to thearchitect before the work commences.3. All works to be carried out inaccordancewith the local authority regulations.4. Use figured dimensions only,do notscalefrom the drawing.5. Walls below 200mm thick to bereinforcedwith hoop iron at every alternatecourse.6. DPC to be laid under all walls and to bemin.150mm above finished floor level.7. All drainage pipes passing under buildingand drive way to be encased with 150mm thickconcrete sorround.8. All Inspection Chambers (IC) in driveways toheavy duty covershave

9. All reinforced concrete works is to be inaccordance with structural engineer's details.10. 500 gauge polythene dpm (dampproof membrane) and anti-termite treatment tobe provided under ground floor concrete slab.11. Foundation depth to be determined on siteas per engineer's instructions.12. Permanent Ventilation (PV) to be providedall openings as indicated on plansabove

Civil Works1. All soils under slabs and around externalfountations to be treated for termitecontrol.2. All soils on cut emberkments to bestabilised. Slope not to exceed the naturalangleof repose.3. All slabs at ground level to be poured over1000 gauge polythene sheeting on 50mmstone blinding on hardcore.

Structural Works1. All black cotton soils to be removed from allbuilding plinths. All buildings to be clear ofblackcotton soil to a distance of 3m.2. All basement columns to be provided withangle iron protection 1500mm high.3. All paved surfaces to be clear of blackcotton soil to a distance of 500mm outside theedge of thesurface.4. Refer to structural Engineers details for allr.c works.5. Fountation depth to be determined on site tostructural Engineer's approval.6. All walls less than 200mm thick to bereinforced with hoop irons at every alternatecourse.7. All adjacent r.c work and masonry walls tobe tied with strap irons at every course.Mechanical Works

Mechanical Works1. All sanitry fittings, doors, windows and liftsto schedules.2. All plumbing and drainage to comply withcity council's specifications.3. All service ducts to be accessible from everyfloor.4. SVP denotes soil vent pipe to be provided atthe head of drainage.

FINISHES

1 2

4 3

PROJECT TITLE: PROPOSED MIXED USE DEVELOPMENT (M.U.D) ON PLOT L.R NO. 209/12287 IN NAIROBI C0UNTY

WORK TITLE: BASEMENT 1 & 2 FLOOR PLANS

SCALE: 1:150

DESIGNED BY: JOSEPH S. KAMAU

DRAWN ON: 2rd FEBRUARY 2015

REGISTRATION NUMBER: B76/3600/2011

CHECKED BY: ARCH. A. RALWALA AND ARCH. J. ODWALLO

COURSE UNIT: CONSTRUCTION IMPLEMENTATION PORTFOLIO

COURSE UNIT CODE: BCM 410

NORTH

PROJECT NORTH

R1