ARCHITECTURAL PORTFOLIO

GSPublisherVersion 0.50.100.100 KAMANDE ANTONY KAMAU @ 2022

GENERAL NOTES

1.Drawings no to be scaled.Only figured dimensions to be used.Descrepancies to be reported to the architect.

2.All dimensions are shown in milimetres unless otherwise specified.

3.P.V denotes permanent vent

4.All R.c works to S.E's details.All civil works to

C.e's details

5.All plumbing and drainage to comply with M.O.H rules and regulations and to be in M.E's details.

6.All electrical works to E.E's details and specifications.

7.All pipes passing under slab to be encased with 150mm concrete all round

CIVIL WORKS

1.All slabs at ground level to be poured over1000 gauge polythene sheeting on50-75mm coral screed on 50-100mm hardcore

2.All soils under slab to be treated for termite control

3.All soils on cut embankments to be stabilised

MECHANICAL

1.All plumbing and drainage to comply with Mombasa County Council specifications.

2.All service ducts to be accessible from all floors

3.SVP denoted Soil vent pipe to be provided at the head of the drainage

4.Drains passing beneath buildings and walkways to be encased in150mm concrete surround

5.All underground foul and waste drain pipes to be class41golden brwn pvc pipe

STRUCTURAL WORKS

1.Depth of foundation to be determined ob site to

S.Es approval

2.For all coral aggregate reinforcement works and masonry walls to be tied with strap wrought iton at every course.

4.All walls less than200mm thick to be reinforced with hoop wrought iton at every alernate course

ELECTRICAL

1.All conduit pipes must be laid before plastering

FIRE NOTES

1.Reserve 4500litres of water for hose reel

2.Provide2X3,000mm hose reel with booster pump

3.provide fire alarm system.

4.Provide dry users with laundry valve.

5.Provide sprinkler systme in the basement areas.

FINISHES SCHEDULE

1 FLOOR FINISHES

a.6mm thick polished terrazzo laid on lime mortar screed,50%chops with25X3mm dividing strips set off to architects approval

b.400X200x30mm granito tiles on1:4mortar mix, laid on lime mortar screed

d.Approved200X65X20mm mahogany parquet flooring in approved pattern laid with adhesive on 20mm1:4lime sand screed

e.40mm screed smooth finish

f.300 x300 fully vetrified acid resistant tiles with straight continous joints not exceeding 6mm wide in both directionfixed with adhesive on cement sand screed 1:3 mix

2 SKIRTING FINISHES

.30MM x100mm thick ceramic tiles

b.ex.150mm x25mm thick mangrove nailed on wall

c.100mm X25mm dressed coral stone tiles

d.Random cut and stacked mazeras stones

e.100mm lime mortar on2mm thick lime mortar screed

3 WALL FINISHES

a.12mm thick lime wash coat on lime plaster treated with waterproofing admixture.Coats applied to manufacturers specifications

b.Exposed random cut mazeras stone

c.300X300X20mm thick glazed ceramic tiles 1200mm high with100mm background with grouting to approval

d.Coral lime plaster finish containing egg white upto3coats

e.emulsion paint

4 CEILING FINISHES

a.9mm first coat1:4lime/sand screed and3mm second coat of lime plaster smooth trowelled on structural slab

b.5mm Painted waterproofed rough cast lime finish

c.Mahogany timber strips T&G

d.Emulsion paint

e.Square cut mangrove,boriti,planks alternate with lime infill

NODATE DESCRIPTION

REVISIONS

12 43 Floor Skirting Wall W-01 Window (0/01) Room Flr. level

PROJECT TITLE:

PROJECT NUMBER:

DRAWING TITLE:

DRAWING BY:

DATE:

DRAWING NUMBER:

SCALE(S):

MARCH2018

GSPublisherVersion 0.3.100.100

Door no. Window no. Door D-01 Door 4 3 2 1

CHECKED BY: KAMANDE ANTONY KAMAU SHEET NO. CLIENT NAME: Room no. MIXED URBAN DEVELOPMENT OLD TOWN MOMBASA ON LR.NO PROJECT8/2019 1:100 UNIVERSITY OF NAIROBI P.O BOX30197 NAIROBI,00100 a ribbed concrete.

877 659 736 mm 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 A A B B C C D D E E 7,8007,80010,2005,8007,8007,8004,850 52,289 6,983 5,449 3,702 3,280 4,918 11,900 14,400 6,503 442 2,641 12,550 22,136 1,180 2, 172 32,204 ,2 0 0 1 1 0 0 2, 7503,8 0 0 5 ,67 5 12, 7,500050 4, 275 2,650 1,975 3,800 3,150 4,050 4,000 6,500 2,650 2,3006,000 6,050 6,000 7, 900 540 1,300 1,250 950 5,000 10, 300 7, 400 1, 850 96° 96° 90° 90° 104° 28° 96° 84° NDIA

T H I KA ST REET NY E RI STRE E T PROPOSED MIXED USE DEVELOPMENT GROUND COVERAGE =881 SQ M fallfallfallfallfall fall fallfallfall fall fall fall fall fall fall f all f all f all f all fallfall fa ll f a ll f a ll fallfall fall fall al fal al f al IC GT GT IC IC G T G T IC IC G T IC IC IC IC IC IC IC IC IC IC MH L(-)002 SETTING

KUU

OUT PLAN

GENERAL NOTES

1.Drawings no to be scaled.Only figured dimensions to be used.Descrepancies to be reported to the architect.

2.All dimensions are shown in milimetres unless otherwise specified.

3.P.V denotes permanent vent

4.All R.c works to S.E's details.All civil works to C.e's details

5.All plumbing and drainage to comply with M.O.H rules and regulations and to be in M.E's details.

6.All electrical works to E.E's details and specifications.

7.All pipes passing under slab to be encased with 150mm concrete all round

CIVIL WORKS

1.All slabs at ground level to be poured over1000 gauge polythene sheeting on50-75mm coral screed on 50-100mm hardcore

2.All soils under slab to be treated for termite control

3.All soils on cut embankments to be stabilised

MECHANICAL

1.All plumbing and drainage to comply with Mombasa County Council specifications.

2.All service ducts to be accessible from all floors

3.SVP denoted Soil vent pipe to be provided at the head of the drainage

4.Drains passing beneath buildings and walkways to be encased in150mm concrete surround

5.All underground foul and waste drain pipes to be class41golden brwn pvc pipe

STRUCTURAL WORKS

1.Depth of foundation to be determined ob site to

S.Es approval

2.For all coral aggregate reinforcement works and masonry walls to be tied with strap wrought iton at every course.

4.All walls less than200mm thick to be reinforced with hoop wrought iton at every alernate course

ELECTRICAL

1.All conduit pipes must be laid before plastering

FIRE NOTES

1.Reserve 4500litres of water for hose reel

2.Provide2X3,000mm hose reel with booster pump

3.provide fire alarm system.

4.Provide dry users with laundry valve.

5.Provide sprinkler systme in the basement areas.

FINISHES SCHEDULE

1 FLOOR FINISHES

a.6mm thick polished terrazzo laid on lime mortar screed,50%chops with25X3mm dividing strips set off to architects approval

b.400X200x30mm granito tiles on1:4mortar mix, laid on lime mortar screed

d.Approved200X65X20mm mahogany parquet flooring in approved pattern laid with adhesive on 20mm1:4lime sand screed

e.40mm screed smooth finish

f.300 x300 fully vetrified acid resistant tiles with straight continous joints not exceeding 6mm wide in both directionfixed with adhesive on cement sand screed 1:3 mix

2 SKIRTING FINISHES

.30MM x100mm thick ceramic tiles

b.ex.150mm x25mm thick mangrove nailed on wall

c.100mm X25mm dressed coral stone tiles

d.Random cut and stacked mazeras stones

e.100mm lime mortar on2mm thick lime mortar screed

3 WALL FINISHES

a.12mm thick lime wash coat on lime plaster treated with waterproofing admixture.Coats applied to manufacturers specifications

b.Exposed random cut mazeras stone

c.300X300X20mm thick glazed ceramic tiles 1200mm high with100mm background with grouting to approval

d.Coral lime plaster finish containing egg white upto3coats

e.emulsion paint

4 CEILING FINISHES

a.9mm first coat1:4lime/sand screed and3mm second coat of lime plaster smooth trowelled on structural slab

b.5mm Painted waterproofed rough cast lime finish

c.Mahogany timber strips T&G

d.Emulsion paint

e.Square cut mangrove,boriti,planks alternate with lime infill

L(-)003 BASEMENT PLAN

NODATE DESCRIPTION

REVISIONS

12 43 Floor Skirting Wall W-01 Window (0/01) Room Flr. level

PROJECT TITLE:

PROJECT NUMBER:

DRAWING TITLE:

DRAWING BY:

DATE:

DRAWING NUMBER:

SCALE(S):

MARCH2018

GSPublisherVersion 0.3.100.100

Door no. Window no. Door D-01 Door 4 3 2 1

DRIVE WAY DRIVE WAY 1c2e 4d 3e 1c2e 4d 3e 1c2e 4d 3e 11 18 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 A A B B C C D D E E 7,8007,80010,2005,8007,8007,8004,839 52,289 2,5002,4002,4002,9002,5002,4002,8502,4502,4502,4503 ,1502,6502,9002,5002,4002,9002,5002,400 500 5,550 500 5,500 500 24,153 500 13,400 500 14,400 14,291 500 4,800 200 2,400 200 11,647 5,8007,800 8 ,4 0 0 18,360 7 ,8 7 0 7 ,8 5 0 10,260 26,750 4 4 2 7 ,7 0 5 5 0 0 17,550 5 5 0 2,000 800 1,300 800 2,500 800 2,000 800600 550 11,045 500 11,600 3,4002,820 8003,3008002,5008002,690 2,568 800 2,556 800 4,154 8001,794800127 8,546 800 1,050 800 950 850 300800 300 800 300 800300 -3,600 -3,600 -3,600 -3,600 -3,600 -3,600 -1,800 90° 84° 90° 90°104° 96° generator room switch room transformer room 1818171615141312111098765432 19202122 sump fallfallfallfallfallfallfallfallfall fallfallfall all all f al al al al al fallfall steel grating over trench drain sloping to sump R C concrete ramp ratio 1 12 finished with ribbed concrete to approval steel grating over trench drain sloping to sump fall f all all -1/01 -1/02 -1/03 D - 01D - 02D - 03 D - 04 D - 05 D - 06 -1/04-1/05-1/06 W - 01W - 02W - 03W - 04W - 05W - 06W - 07W - 08W - 10W - 11W - 12W - 13 W - 14 W - 15 W - 16 W - 17 WW18W19 - 20 W - 21 W - 22 W - 23 W - 24 fall fall E - 01 E - 03 S02 S02 S - 1 S - 1

GENERAL NOTES

1.Drawings no to be scaled.Only figured dimensions to be used.Descrepancies to be reported to the architect.

2.All dimensions are shown in milimetres unless otherwise specified.

3.P.V denotes permanent vent

4.All R.c works to S.E's details.All civil works to C.e's details

5.All plumbing and drainage to comply with M.O.H rules and regulations and to be in M.E's details.

6.All electrical works to E.E's details and specifications.

7.All pipes passing under slab to be encased with 150mm concrete all round

CIVIL WORKS

1.All slabs at ground level to be poured over1000 gauge polythene sheeting on50-75mm coral screed on 50-100mm hardcore

2.All soils under slab to be treated for termite control

3.All soils on cut embankments to be stabilised

MECHANICAL

1.All plumbing and drainage to comply with Mombasa County Council specifications.

2.All service ducts to be accessible from all floors

3.SVP denoted Soil vent pipe to be provided at the head of the drainage

4.Drains passing beneath buildings and walkways to be encased in150mm concrete surround

5.All underground foul and waste drain pipes to be class41golden brwn pvc pipe

STRUCTURAL WORKS

1.Depth of foundation to be determined ob site to

S.Es approval

2.For all coral aggregate reinforcement works and masonry walls to be tied with strap wrought iton at every course.

4.All walls less than200mm thick to be reinforced with hoop wrought iton at every alernate course

ELECTRICAL

1.All conduit pipes must be laid before plastering

FIRE NOTES

1.Reserve 4500litres of water for hose reel

2.Provide2X3,000mm hose reel with booster pump

3.provide fire alarm system.

4.Provide dry users with laundry valve.

5.Provide sprinkler systme in the basement areas.

FINISHES SCHEDULE

1 FLOOR FINISHES

a.6mm thick polished terrazzo laid on lime mortar screed,50%chops with25X3mm dividing strips set off to architects approval

b.400X200x30mm granito tiles on1:4mortar mix, laid on lime mortar screed

d.Approved200X65X20mm mahogany parquet flooring in approved pattern laid with adhesive on 20mm1:4lime sand screed

e.40mm screed smooth finish

f.300 x300 fully vetrified acid resistant tiles with straight continous joints not exceeding 6mm wide in both directionfixed with adhesive on cement sand screed 1:3 mix

2 SKIRTING FINISHES

.30MM x100mm thick ceramic tiles

b.ex.150mm x25mm thick mangrove nailed on wall

c.100mm X25mm dressed coral stone tiles

d.Random cut and stacked mazeras stones

e.100mm lime mortar on2mm thick lime mortar screed

3 WALL FINISHES

a.12mm thick lime wash coat on lime plaster treated with waterproofing admixture.Coats applied to manufacturers specifications

b.Exposed random cut mazeras stone

c.300X300X20mm thick glazed ceramic tiles 1200mm high with100mm background with grouting to approval

d.Coral lime plaster finish containing egg white upto3coats

e.emulsion paint

4 CEILING FINISHES

a.9mm first coat1:4lime/sand screed and3mm second coat of lime plaster smooth trowelled on structural slab

b.5mm Painted waterproofed rough cast lime finish

c.Mahogany timber strips T&G

d.Emulsion paint

e.Square cut mangrove,boriti,planks alternate with lime infill

L(-)004 GROUND FLOOR PLAN

NODATE DESCRIPTION

REVISIONS

12 43 Floor Skirting Wall W-01 Window (0/01) Room Flr. level

PROJECT TITLE:

PROJECT NUMBER:

DRAWING TITLE:

DRAWING BY:

DATE:

DRAWING NUMBER:

SCALE(S):

MARCH2018

GSPublisherVersion 0.3.100.100

Door no. Window no. Door D-01 Door 4 3 2 1

1a2c 4e 3d 1a2c 4e 3d 1a2c 4e 3d 1a2c 4e 3d 1a2a 4e 3c 1a2a 4e 3c 1d2e 4c 3d 1a2c 4e 3d 1a2c 4e 3d 1a2c 4e 3d 1a2c 4e 3d 1a2a 4e 3c 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 A A B B C C D D E E 900 200 1,400 200 1,50 200 900 200 1,550 800 300 800 300 800 2,130 800 500 800 450 800150 5,8001,0501,9251,5001,2752,4002,1501,0503,1501,0504 ,7501,0502,4501,050750 1,4002005,7005007,3005006,1002001,400 500 1,4002006,000 2,30029,100 4,8101,2007,3005005,15010,8507,600 850 1,200 900 2,3258,6002,024 200 5,800 500 800 1,2004,500 1,518 200 1,582 400800900800400 2,800 3008002,100 4 0 0 3 ,6 00 6 0 0 2,750 2,750 1,100 200 2,500 1,1504,350 500 250 1,1004,650 500 5,550 200 3,300 500 2,000 500 6,0501,200350 1571,0001,4641,1001,250500 500 1,200 600 7,3005001,400 200 1,9003,8005001,5002,8003,0005004,2001,900 200 1,400 500 1,400 200 1,9004,1002005,0872,2134,597 100800 2,4002,500 100800 2,4002,500 800 2,4002,500 300800 300 800 300 800 1,500 750 2,286 750 2,414 750 1,100 750 2,250 500 2,190 500 11,550 500 1,3501,200 100 6,900 500 3,5906,0006,400 6,050 6,000 22,100 550 500 250 700 400 900400 500 830 500 645800 500 500 1,0001,200 300 550 1,050 200 900 200 900 200 1,600 200 1,000 200 1,100 200 1,100 200 5,600 6,000 11,600 4 ,0 0 0 5 0 0 6 ,5 7 8 1 ,5 0 90 0 10 ,5 0 10 ,0 7 5 1 ,5 0 0 10,900 5 0 0 1 ,5 5 0 2 0 90 0 20 0 20 ,6 5 20 0 0 11,850 5 0 0 4 ,0 5 0 5 0 0 3 ,8 5 0 5 0 0 10,250 7 ,8 5 0 8 ,8 5 0 27,400 9501,2008501,2001,2001,2002,0877505881,2001,7951,2002,8551,5001,2752,4001,9001,2009501,2001,2461,2006757501,1007506751,2002,4991,2002,3021,200 440 1,2007001,2002,2501,2008001,2001,000 7,8007,80010,2005,8007,8007,8004,850 5007,3005001,400 200 1,4005003,8005007,3005004,2005006,5005004,10020011,900502 52,290 14,300 5,8007,800 850 2,7502,250 2502,100300 5,982 4 ,0 7 5 9 0 70 5 0 2 ,4 2 5 200 4,350 500 900 1,200 900 1,200 850 5,050 14,600 500 200950 200950 200950 2003,100200950 2002,500 5003,250 1,900 1,2001,6001,200 2,000 1,2001.100 500700 500655 500667 500500650 1,5001,3001,5002,3001,5001,2911,5002,900 ±0 ±0 ±0 ±0 ±0 ±0 -50 ±0 ±0 ±0 -50 ±0 -600 -100 ±0 -50 -50 90° 105° 90° 84° 121°75° 149° 76°104° 95° 105° E - 01 E - 03 NDIA KUU T H IKA ST R EET CYBER CAFE CURIO SHOP FASHION SHOP luggage point MINI MART tea prep KITCHEN d h washing/ torage foodprep cashier cold store service yard p. w d gents ladies drystoe RESTAURANT DINING OPEN TO SKY landing up D - 11 D - 07 D - 08 D - 09 D - 10 D - 12D - 13 D - 14 D - 16 D - 17 D - 18 DD19 - 20 D - 21 D - 22 D - 23 D - 24 D - 25 D - 26 D - 27 D - 28 D - 29 D - 30 D - 31D - 33 D - 32 D - 34 DD35 - 36 D - 37 D - 38 D - 39 D - 40 D - 41 D - 42 D - 43 D - 44 0 / 01 0/02 0/03 003 0/04 0/05 0/06 0/07 0/08 0/09 0/10 0/11 0/12 0/13 0 / 14 0 15 0 16 all fal all / 17 0 / 18 0 19 0 / 20 0/21 0/22 0/23 0/24 0/25 ENTRANCE STEPS RISER = 150MM TREAD = 450MM UP UP ENTRANCESTEPS RISER=150MM TREAD=450MM ENTRANCESTEPS RISER=150MM TREAD=450MM UP fallfallfallfall P V P V P V P V P V P VP V P V P V P VP V P V P V P VP PV PV VP PV V P V P V P V P V P V P V P V P V P V P PV PV PV V P V P V P V P V P V P V P V P V P VP VP V P V P V P V P V P V P V P V W - 25 W - 26 W - 27 W - 28 W - 29W - 30W - 31 W - 32 W - 33 W - 34 W - 36 W - 35 fa all W - 37W - 40 W - 38W - 39 W - 41W - 42 W - 43 W - 44W - 45 W - 46W - 47W - 48W - 49W - 50W - 51 W - 52 W - 53 W - 54 W - 55 W - 56 W - 58 W - 59 W - 60 W - 61 25 26 27 28 29 30 31 W - 61 p W - 62 p v WW63 - 64 W - 65 W - 66 W - 67 W - 68 W - 69 W - 70 W - 73 W - 7 2 W - 7 4 W - 7 5 W - 7 6 p pv v p v p v p v p v p p v p v W - 71 P V 1 2 3 4 5 6 7 W - 7 8 W - 7 9 W - 8 0 W - 8 1 - 42 D - 43 D - 44 fa all P V W - 57 1 60 fall 60 fall 60 fall 60 fall 60 fall 60 fall 60 fall 1 60 fall 60 fall 1 60 fall 60 fall 60 fall 60 fall 1 60 fall S02 S02 S - 1 S - 1 P V P V P V P V

GENERAL NOTES

1.Drawings no to be scaled.Only figured dimensions to be used.Descrepancies to be reported to the architect.

2.All dimensions are shown in milimetres unless otherwise specified.

3.P.V denotes permanent vent

4.All R.c works to S.E's details.All civil works to C.e's details

5.All plumbing and drainage to comply with M.O.H rules and regulations and to be in M.E's details.

6.All electrical works to E.E's details and specifications.

7.All pipes passing under slab to be encased with 150mm concrete all round

CIVIL WORKS

1.All slabs at ground level to be poured over1000 gauge polythene sheeting on50-75mm coral screed on 50-100mm hardcore

2.All soils under slab to be treated for termite control

3.All soils on cut embankments to be stabilised

MECHANICAL

1.All plumbing and drainage to comply with Mombasa County Council specifications.

2.All service ducts to be accessible from all floors

3.SVP denoted Soil vent pipe to be provided at the head of the drainage

4.Drains passing beneath buildings and walkways to be encased in150mm concrete surround

5.All underground foul and waste drain pipes to be class41golden brwn pvc pipe

STRUCTURAL WORKS

1.Depth of foundation to be determined ob site to

S.Es approval

2.For all coral aggregate reinforcement works and masonry walls to be tied with strap wrought iton at every course.

4.All walls less than200mm thick to be reinforced with hoop wrought iton at every alernate course

ELECTRICAL

1.All conduit pipes must be laid before plastering FIRE NOTES

1.Reserve 4500litres of water for hose reel

2.Provide2X3,000mm hose reel with booster pump

3.provide fire alarm system.

4.Provide dry users with laundry valve.

5.Provide sprinkler systme in the basement areas.

FINISHES SCHEDULE

1 FLOOR FINISHES

a.6mm thick polished terrazzo laid on lime mortar screed,50%chops with25X3mm dividing strips set off to architects approval

b.400X200x30mm granito tiles on1:4mortar mix, laid on lime mortar screed

d.Approved200X65X20mm mahogany parquet flooring in approved pattern laid with adhesive on 20mm1:4lime sand screed

e.40mm screed smooth finish

f.300 x300 fully vetrified acid resistant tiles with straight continous joints not exceeding 6mm wide in both directionfixed with adhesive on cement sand screed 1:3 mix

2 SKIRTING FINISHES

.30MM x100mm thick ceramic tiles

b.ex.150mm x25mm thick mangrove nailed on wall

c.100mm X25mm dressed coral stone tiles

d.Random cut and stacked mazeras stones

e.100mm lime mortar on2mm thick lime mortar screed

3 WALL FINISHES

a.12mm thick lime wash coat on lime plaster treated with waterproofing admixture.Coats applied to manufacturers specifications

b.Exposed random cut mazeras stone

c.300X300X20mm thick glazed ceramic tiles 1200mm high with100mm background with grouting to approval

d.Coral lime plaster finish containing egg white upto3coats

e.emulsion paint

4 CEILING FINISHES

a.9mm first coat1:4lime/sand screed and3mm second coat of lime plaster smooth trowelled on structural slab

b.5mm Painted waterproofed rough cast lime finish

c.Mahogany timber strips T&G

d.Emulsion paint

e.Square cut mangrove,boriti,planks alternate with lime infill

NODATE DESCRIPTION

REVISIONS

12 43 Floor Skirting Wall W-01 Window (0/01) Room Flr. level

PROJECT TITLE:

PROJECT NUMBER:

DRAWING TITLE:

DRAWING BY:

DATE:

DRAWING NUMBER:

SCALE(S):

MARCH2018

GSPublisherVersion 0.3.100.100

Door no. Window no. Door D-01 Door 4 3 2 1

CHECKED BY: KAMANDE ANTONY KAMAU SHEET NO. CLIENT NAME: Room no. MIXED URBAN DEVELOPMENT OLD TOWN MOMBASA ON LR.NO PROJECT8/2019 1:100 UNIVERSITY OF NAIROBI P.O BOX30197 NAIROBI,00100 a

ribbed concrete.

1a2c 4e 3d 4e 3d 2c 1a 1a2a 4e 3c 4e 3c 2a 1a 4e 3c 2a 1a 4e 3c 2a 1a 4e 3c 2a 1a 4e 3c 2a 1a 4e 3a 2b 1d 4e 3a 2b 1d 4e 3a 2b 1d 4e 3a 2b 1d 4e 3a 2b 1d 4e 3a 2b 1d 4e 3a 2b 1d 4e 3a 2b 1d 4e 3a 2b 1d 4e 3a 2b 1d 4e 3a 2b 1d 4e 3a 2b 1d 4e 3c 2a 1a 4e 3a 2b 1d 4e 3a 2b 1d 4e 3d 2c 1a 4e 3c 2a 1a 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 A A B B C C D D E E E - 01 E - 03 E04 5004,1002003,3002004,0502001,6001,850 200 1,800500 300800 300 800 300 800 850 250800 450 800 100 200 1,4005004,8002001,000 200 1,400200 1,350800450 5007,60020017,80020013,4002005,6002001,500 200 1,427 200 1,937 2,5501,2004,6501,5006001,5006001,5006001,5006001,5006001,5006001,5006001,5002,5505,151600 500 200 1,3217504,9462,6857503,3505001,226 500 257838 1,050 200 1,200 500 1,1001,500 750 5002,0002005,400200900 200 9002003,8002002.7502003,800200900 200 9002002,6492,6502002,748200900 200 9002003,3512,050 200 2,0005,6002002,335 500 5,550 200 2,2003,350 200 5,800 500 5002,0002005,4002002,0012003,8002002,7492003,8002002,0012002,4492002,6502002,7482002,0012002,7012005,1502004,9502004,089 7,8007,80010,2005,8007,8007,8004,839 5002,0002007,6012003,8002002,7492003,8002004,6502002,65020013,2002004,9502004,089500 52,289 1,1507501,9007501,3507502,7517501,7007507509003,0507501,3507501,8007506,4799002,7357502,1777501,3077502,876926 455 9001,1557502,4397501,4657501,274 500 122 2,356 200 1,841 200 1,265 200 949501 4,050 500 7,131 5,053 500 2,100 800 2,150 500200 5,200 600650600750 4,800 200 1,000 200 1,400 200 800 1,200 700 1,0501,7001,0501,300 650 2,172 750 1,031 750 300 600 1,710 750 2008503,540 1,2003,400 5,650 500 1 ,7 5 70 5 10 ,3 5 70 5 0 2 ,1 5 70 5 0 8 ,2 6 0 7 5 20 ,1 0 0 18,6005 0 0 4 ,7 5 0 2 0 0 4 ,7 7 5 2 5 0 3 ,3 5 20 0 0 4 ,1 0 0 4 5 0 10,262 7 ,8 4 7 2,5501,2004,050900 200 900 500 1,0502,7005,3231,050550900 200 9006501,0501,3001,2004,4517001,3001,3217503,530 3,800 500900700750 1,050 750 2,5001,500 800 1,5002,450 750 1,1003,000 3,5006,000 6,050 6,000 1 4 0 0 5,100 450 3,350 500 5,550 200 5,550 15050 5,800 500 1,400 23,500 +8,100 +8,100 +8,100 +8,100 +8,100+8,100 +8,100 +8,100 +8,100 +8,100 +8,100 +8,100 +8,100 +8,000+8,000+8,000+8,000 +8,000 +8,100 +8,100 +8,100 +8,100 +8,100 S02 S02 S - 1 S - 1 one bedroom apartment two bedroomapartment one bedroom apartment one bedroom apartmentone bedroom apartment one bedroom apartment common laundry area common laundry area store SH WC WHB W - 157 D - 71 W - 158 W - 159 W - 160 W - 161 W - 162 W - 163 W - 164 W - 165 W - 167 W - 168 W - 169 W - 170 W - 171 W - 172 W - 173 W - 174 W - 175 W - 176 W - 177 W - 178 W - 179 W - 180 W - 181 W - 182 W - 183 W - 184 W - 185 W - 186 W - 187 W - 188 W - 189 W - 190 W - 191 W - 192 W - 193 W - 194 W - 195 W - 196 W - 197 W - 198 W - 199 W - 200 W - 201 W - 202 W - 203 W - 204 W - 205 W - 206 W - 207 W - 208 W - 209 W - 210 W - 211 W - 212 W - 213 W - 214 W - 215 W - 216 W - 217 W - 218 W - 219 W - 220 W - 221 W - 222 W - 223 W - 224 W - 225 W - 226 W - 227 W - 228 W - 229 W - 230 W - 231 W - 232 D - 72 D - 73 D - 74 D - 75 D - 76 D - 77 D - 78 D - 79 D - 80 D - 81 D - 82 D - 83 D - 84 D - 85 D - 86 - 87 D - 88 D - 89 D - 90 D - 91 D - 92 D - 93 D - 94 D - 95 D - 96 D - 98 D - 97 D - 99 D - 100 D - 101 D - 102 - 103 - 104 D - 105 D - 106 2/01 BEDROOM LOBBY SH WC WHB LOUNGE 2/02 2/03 2/04 2/05 2/062/07 2/08 2/09 2/10 2/11 2/12 2/13 2/14 2/15 2/17 2/18 2/19 2/20 2/22 2/21 2/23 2/24 2/262/25 2/27 2/28 2/29 2/30 2/31 2/322/33 2/34 2/35 2/36 2/37 2/38 2/39 2/40 2/41 WALKWAY 2/42 LOUNGE LOUNGE LOUNGE LOUNGE LOUNGE BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM KITCHEN KITCHEN KITCHENKITCHENKITCHEN KITCHEN SH WC SH WC SH WC SH WC LOBBY 2/43 COURT COURT W - 233 W - 234 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 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 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 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 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 4e 3c 2a 1a L(-)006 RESIDENTIAL

FLOOR PLAN

Ex 900 x 825 x 25 mm Mpingo balustrade with entirely finihsed 3 coats of lime wash and stained to approval.

Galvanised corrugated iron sheets roof of pitch 22.5 0 on 50mm thick batterns on 50mm x 150mm thick rafters on a 100mm x 150mm wall plate on 500mm thick ring beam all to detail.

porous Ex 50mm x 500mm Mpingo timber screen combined with balcony for screening.

900mm x 1800mm high wooden glazed windoe with intergrated louvred shutter to schedule

GENERAL NOTES

1.Drawings no to be scaled.Only figured dimensions to be used.Descrepancies to be reported to the architect.

2.All dimensions are shown in milimetres unless otherwise specified.

3.P.V denotes permanent vent

4.All R.c works to S.E's details.All civil works to C.e's details

5.All plumbing and drainage to comply with M.O.H rules and regulations and to be in M.E's details.

6.All electrical works to E.E's details and specifications.

7.All pipes passing under slab to be encased with 150mm concrete all round

CIVIL WORKS

1.All slabs at ground level to be poured over1000 gauge polythene sheeting on50-75mm coral screed on 50-100mm hardcore

2.All soils under slab to be treated for termite control

3.All soils on cut embankments to be stabilised

MECHANICAL

310 9741,4116301,3489002,0789001,6509001,2009002,9389746389001,5509002,6019001,2009001,7509001,0751,350850

4,5003,6003,6004,5003,6003,6002,400

Ex 900 x 825 x 25 mm high Mpingo balustrade with entirely finihsed 3 coats of lime wash and stained to approval.

arched window with 90 mangrove strips angled 450 from top to bottom creating mashrubiya screening the interior spaces and allowing croos ventilation

Cral aggregate entrance steps with screed and painted to approval to the fashion shop riser = 150mm tread = 500mm

balcony flooring of wood deck hardwood supported by wooden brackets at 100mm centres anchored to coral stone wall

1,1251,6503,1501,6501,9501,650,6981,4501,4501,4501,997

1.All plumbing and drainage to comply with Mombasa County Council specifications.

2.All service ducts to be accessible from all floors

3.SVP denoted Soil vent pipe to be provided at the head of the drainage

4.Drains passing beneath buildings and walkways to be encased in150mm concrete surround

5.All underground foul and waste drain pipes to be class41golden brwn pvc pipe

STRUCTURAL WORKS

1.Depth of foundation to be determined ob site to

S.Es approval

2.For all coral aggregate reinforcement works and masonry walls to be tied with strap wrought iton at every course.

4.All walls less than200mm thick to be reinforced with hoop wrought iton at every alernate course

ELECTRICAL

1.All conduit pipes must be laid before plastering

FIRE NOTES

1.Reserve 4500litres of water for hose reel

2.Provide2X3,000mm hose reel with booster pump

3.provide fire alarm system.

4.Provide dry users with laundry valve.

5.Provide sprinkler systme in the basement areas.

FINISHES SCHEDULE

1 FLOOR FINISHES

a.6mm thick polished terrazzo laid on lime mortar screed,50%chops with25X3mm dividing strips set off to architects approval

b.400X200x30mm granito tiles on1:4mortar mix, laid on lime mortar screed

ribbed concrete.

d.Approved200X65X20mm mahogany parquet flooring in approved pattern laid with adhesive on 20mm1:4lime sand screed

e.40mm screed smooth finish

f.300 x300 fully vetrified acid resistant tiles with straight continous joints not exceeding 6mm wide in both directionfixed with adhesive on cement sand screed 1:3 mix

2 SKIRTING FINISHES

.30MM x100mm thick ceramic tiles

b.ex.150mm x25mm thick mangrove nailed on wall

c.100mm X25mm dressed coral stone tiles

d.Random cut and stacked mazeras stones

e.100mm lime mortar on2mm thick lime mortar screed

3 WALL FINISHES

a.12mm thick lime wash coat on lime plaster treated with waterproofing admixture.Coats applied to manufacturers specifications

b.Exposed random cut mazeras stone

c.300X300X20mm thick glazed ceramic tiles 1200mm high with100mm background with grouting to approval

d.Coral lime plaster finish containing egg white upto3coats

e.emulsion paint

4 CEILING FINISHES

a.9mm first coat1:4lime/sand screed and3mm second coat of lime plaster smooth trowelled on structural slab

b.5mm Painted waterproofed rough cast lime finish

c.Mahogany timber strips T&G

d.Emulsion paint

e.Square cut mangrove,boriti,planks alternate with lime infill

NODATE DESCRIPTION

REVISIONS

12 43 Floor Skirting Wall W-01 Window (0/01) Room Flr. level

PROJECT TITLE:

PROJECT NUMBER:

DRAWING TITLE:

DRAWING BY:

DATE:

DRAWING NUMBER:

SCALE(S):

MARCH2018

GSPublisherVersion 0.3.100.100

Door no. Window no. Door D-01 Door 4 3 2 1

CHECKED BY: KAMANDE ANTONY KAMAU SHEET NO. CLIENT NAME: Room no. MIXED URBAN DEVELOPMENT OLD TOWN MOMBASA ON LR.NO PROJECT8/2019 1:100 UNIVERSITY OF NAIROBI P.O BOX30197 NAIROBI,00100 a

7 7 6 6 5 5 4 4 3 3 2 2 1 1 100562 2,5482,7151,8001,9501,800 825 9001,3159002,2899001,0809005569002,6809461,1579002,0279001,414900

1,1999001,3159002,2899001,0009008758822,5069001,1579002,0279002,631900 459 9002,7259001,4509001,6509001,2009002,8759007759001,3009002,8509001,2009001,2009001,6251,378 2,9479251,3506501,3502,1041,3505501,350 290 1,3502,1521,3502,4191,2415639009509005631,2741,1341,3508001,3501,8252,4001,2751,5002,7801,3501,6751,2753,3001 ,3501,0501,3507001,350 100350 2,6874,4383,600 825 3,3401,9251,8001,9501,800 825 5,6487,8007,8005,80010,2007,8007,8002,450

7,8007,8007,8005,80010,2007,8007,8001,600 5,100 7,2002,200 675 2,4002,4001,8001,9501,800 100 350 200 2,549 850 1,2503,150 100300 3,100 9001,350 5,120 3.275 350 3,275 200 2,500 600

7,5365007,3005007,3005005,3005009,7005007,3005007,8001,375

2,200 600mm

vent window

high basement

Ex 25 x 150mm fascia baord to detail

MAIN ENTRANCE ENTRANCE TO CYBER ENTRANCE TO CURIO SHOP TO KITCHEN SERVICE YARD ENTRANCE TO FASHION SHOP THIKA STREET 0 ENTRANCE LEVEL +4500 OFFICE LEVEL +8100 RESIDENTIAL LEVEL -600 GROUND LEVEL 0 ENTRANCE LEVEL +4500 OFFICE LEVEL +8100 RESIDENTIAL LEVEL -600 GROUND LEVEL +11 700 ROOF LEVEL PVPV PVPV PVPVPVPV PVPVPV PVPV PVPVPV PV PVPVPVPVPVPVPV PVPVPV PVPVPVPV PVPVPV PVPVPV PVPVPVPVPVPV PVPV PVPV PVPVPV PV 1 1 2 2 3 3 4 4 5 5 6 6 7 7 D - 11 Detail 5,1203,5963,284 185 2,529 7,8007,80010,2005,8007,8007,8007,800 2,4477,8007,80010,2005,8007,8007,8005,6502,500 2,450 4,2363,8643,3002,5264,5003,6003,6002,227 600

8441,3534,3259001,2799002,4099003,1369004,0259001,9759001,1929002,1681,5001,3001,5002,3001,5001,2911,5005,8931,4501

4,5003,6003,6002,4141,3782,0659001,2509001,2609001,7409001,6379001,5049003,9019002,0079004,2521,3001,3001,3002,3001,3001,3001,3006,1939002,2749002,0319001,3763,405

825 107 300 1,0252,6002,1552,6001,2002,600 75 2,4002,8771,8001,2002,600 629 1,3786,3838971,6071,3001,0561,3008951,3003,1331,3001,8366464,4041,3001,3001,3002,3021,3001,3001,3005,7471,2001 ,9001,2001,6791,2001,029637 430 637 515 637 2,6002,4001,8002,0031,800 772 Galvanised corrugated iron sheets roof of pitch 22.5 0 on 50mm thick batterns on 50mm x 150mm thick rafters on a 100mm x 150mm wall plate on 500mm thick ring beam all to detail. Ex 25 x 150mm fascia baord to detail 900mm x 1800mm high wooden glazed windoe with intergrated louvred shutter to schedule porous Ex 50mm x 500mm Mpingo timber screen combined with balcony for screening. 900mm x1800mm rectangular inner mpingo wood casement window with 8mm clear glass arched window with 90 mangrove strips angled 450 from top to bottom creating mashrubiya screening the interior spaces and allowing croos ventilation 305mm high, 200mm thick coral plaster hood moulding varved to architect's detail to define flow levels as well as throw water off walls

roof of pitch 22.5 0 on 50mm thick

on 50mm x 150mm thick rafters on a 100mm x 150mm wall plate on 500mm thick ring beam all to detail. 600mm high basement vent window 0 ENTRANCE LEVEL +4500 OFFICE LEVEL +8100 RESIDENTIAL LEVEL -600 GROUND LEVEL 0 ENTRANCE LEVEL +4500 OFFICE LEVEL +8100 RESIDENTIAL LEVEL -600 GROUND LEVEL +11 700 ROOF LEVEL +11 700 ROOF LEVEL P VP V P VP VP VP VP VP V P PV VP VP VP VP PV V P V P PV PV PV V P PV PV PV V P PV PV V P VP VP V P PV PV V P PV PV PV V P PV PV V P VP V P PV V P VP VP V V L(-)008 ELEVATION L(--)009 ELEVATION 08

Galvanised corrugated iron sheets

batterns

1200mm wide by 2400mm arched window with 90 mangrove strips criss-crossing from top to bottom creating mushrabiyyah screening the interior spaces and allowing for cross ventilation

moulded Ex 900mm x 1800mm high mpingo hardwood window with wooden louvres at 25mm spacing with 4mm thick glass panels held onto the window mullions by lime putty on the upper side to architects approval

1275mm x 2550mm rectangular arched mpingo wood casement window with 4mm thick glass panels held onto the window mullions by lime putty with an external elaborately carved frame holding burglar proofing bars to detail

moulded Ex 400mm x 800mm high steel window with steel louvres at 25mm spacing

moulded Ex 650mm x 1300mm high mpingo hardwood window with wooden louvres at 25mm to architect s approval

GENERAL NOTES

1.Drawings no to be scaled.Only figured dimensions to be used.Descrepancies to be reported to the architect.

2.All dimensions are shown in milimetres unless otherwise specified.

3.P.V denotes permanent vent

4.All R.c works to S.E's details.All civil works to C.e's details

5.All plumbing and drainage to comply with M.O.H rules and regulations and to be in M.E's details.

6.All electrical works to E.E's details and specifications.

7.All pipes passing under slab to be encased with 150mm concrete all round

CIVIL WORKS

1.All slabs at ground level to be poured over1000 gauge polythene sheeting on50-75mm coral screed on 50-100mm hardcore

2.All soils under slab to be treated for termite control

3.All soils on cut embankments to be stabilised

MECHANICAL

1.All plumbing and drainage to comply with Mombasa County Council specifications.

2.All service ducts to be accessible from all floors

arched lintel

timber frame screwed to lintel

glass glazing to manufacturers specification

15mm wide horizontal wrought iron at mid -centre for binding the welded vertical rods

wooden window cill

horizintal ex 50 x 12mm steel louvres

Ex 75mm x 50mm steel window mullion

3.SVP denoted Soil vent pipe to be provided at the head of the drainage

4.Drains passing beneath buildings and walkways to be encased in150mm concrete surround

5.All underground foul and waste drain pipes to be class41golden brwn pvc pipe

STRUCTURAL WORKS

1.Depth of foundation to be determined ob site to

S.Es approval

2.For all coral aggregate reinforcement works and masonry walls to be tied with strap wrought iton at every course.

4.All walls less than200mm thick to be reinforced with hoop wrought iton at every alernate course

ELECTRICAL

1.All conduit pipes must be laid before plastering

FIRE NOTES

1.Reserve 4500litres of water for hose reel

2.Provide2X3,000mm hose reel with booster pump

3.provide fire alarm system.

4.Provide dry users with laundry valve.

5.Provide sprinkler systme in the basement areas.

FINISHES SCHEDULE

1 FLOOR FINISHES

a.6mm thick polished terrazzo laid on lime mortar screed,50%chops with25X3mm dividing strips set off to architects approval

b.400X200x30mm granito tiles on1:4mortar mix, laid on lime mortar screed

d.Approved200X65X20mm mahogany parquet flooring in approved pattern laid with adhesive on 20mm1:4lime sand screed

e.40mm screed smooth finish

f.300 x300 fully vetrified acid resistant tiles with straight continous joints not exceeding 6mm wide in both directionfixed with adhesive on cement sand screed 1:3 mix

2 SKIRTING FINISHES

.30MM x100mm thick ceramic tiles

b.ex.150mm x25mm thick mangrove nailed on wall

c.100mm X25mm dressed coral stone tiles

d.Random cut and stacked mazeras stones

e.100mm lime mortar on2mm thick lime mortar screed

3 WALL FINISHES

a.12mm thick lime wash coat on lime plaster treated with waterproofing admixture.Coats applied to manufacturers specifications

b.Exposed random cut mazeras stone

c.300X300X20mm thick glazed ceramic tiles 1200mm high with100mm background with grouting to approval

not applicable for arched mashrubiya window

a) 2 pairs pressed butt hinges galvanised

b) 2 lockable casement fasteners

c 4no lockable brass casement peg stays

d) 2no lever upright mortice lock as union

all iron mongery to be approved by architect and supplied with matching screws as required

a) 2 pairs pressed butt hinges galvanised

b) 2 lockable casement fasteners

c) 4no lockable brass casement peg stays

2no lever upright mortice lock as union

all iron mongery to be approved by architect and supplied with matching screws as required

a) Lever upright Mortice lock or approved alternative

b) Cylinder dead lock Seal Master keyed/Or approved alternative

c Approved pair purpose made hinges and brass window stays

d) 1 No pr ornamental polished brass handle as UNION

all iron mongery to be approved by architect and supplied with matching screws as required

a) 2 pairs pressed butt hinges galvanised

b) 2 lockable casement fasteners

c) 4no lockable brass casement peg stays

d) 2no lever upright mortice lock as union

all iron mongery to be approved by architect and supplied with matching screws as required

d.Coral lime plaster finish containing egg white upto3coats

e.emulsion paint

4 CEILING FINISHES

a.9mm first coat1:4lime/sand screed and3mm second coat of lime plaster smooth trowelled on structural slab

b.5mm Painted waterproofed rough cast lime finish

c.Mahogany timber strips T&G

d.Emulsion paint

e.Square cut mangrove,boriti,planks alternate with lime infill

ground floor rear facade and front facade near the entrance

first and second floor rear facade along walkways along office staircase

groundfloor=12

firstfloor=4

secondfloor=6

Totaltype1windows=22

ground floor rear facade and front facade near the entrance first and second floor rear facade along walkways along office staircase

ground=5

offices=47

apartment=42

Totaltype2windows=94

ground floor front facade ground rear facade at the kitchen

ground=17

Totaltype2windows=17

All toilets basement

basement=23

Totaltype04windows=23

ground=15

office=7

apartmement=12

Totaltype05windows=34

NODATE DESCRIPTION

REVISIONS

12 43 Floor Skirting Wall W-01 Window (0/01) Room Flr. level

PROJECT TITLE:

PROJECT NUMBER:

DRAWING TITLE:

DRAWING BY:

DATE:

DRAWING NUMBER:

SCALE(S):

MARCH2018

GSPublisherVersion 0.3.100.100

Door no. Window no. Door D-01 Door 4 3 2 1

CHECKED BY: KAMANDE ANTONY KAMAU SHEET NO. CLIENT NAME: Room no. MIXED URBAN DEVELOPMENT OLD TOWN MOMBASA ON LR.NO PROJECT8/2019 1:100 UNIVERSITY OF NAIROBI P.O BOX30197 NAIROBI,00100 a

ribbed concrete.

TYPE PLAN ELEVATION IRON MONGERY SCHEDULE LOCATION QUANTITY 01 02 03 DESCRIPTION SECTION WINDOW N0: 04 05 Timber frame screwed onto the lintel Horizontal Ex 50 x 12 mm cedar timber louvres Mpingo wooden window panel Ex 75 mm X 50 mm mpingo window mullion 1,275 1,875 675 3050630256305025 100 1,440 85555100 100551,04055100 400 800 5070050 15 15 15 15 15 15 1,275 100 10032550325100 1,125 10025 1,125 50253252525100 1,800 1,200 1,900 500 75 150 75 150 75 150 75 150 75 150 75 150 75 150 75 150 75 150 75 225 1,300 650 100450100 horizintal ex

mpingo timber louvres timber frame screwed to lintel Ex 75mm x 50mm mpingo window mullion

50 x 12mm

500mm thick coral masonry wall finished with 12mm thick lime wash coat on lime plaster treated with waterproofing admixture coats applied to manufacturersspecification prefabricatedmashrubiyascreenfinished inbrownvanishtoapproval

W-29 W-30 W-31 W-33 W-38 W-39 W-46 W-47 W-48 W-49 W-50 W-51 W-52 W-53 W-32 W-41W-42 W-54W-55 W-56 W-65 W-66 W-67 W-68 W-69 W-70 W-72 W-71 W-57 W-116 W-117 W-118 W-119 W-120W-121W-122 W-192W-193 W-207 W-208 W-213 W-214 W-218 W-219 W-222 W-223 W-233 W-234 W-01W-02W-03 W-04 W-05 W-06W-07W-08 W-10W-11W-12 W-13 W-14 W-15 W-16 W-17 W-18W-19 W-20 W-21W-22 W-23 W-24 W-58 W-59W-60 W-61 W-62 W-63 W-64 W-76 W-73 W-74 W-75 W-78 W-79 W-80 W-36 W-111W-112W-113 W-114 W-159 W-160 W-187 W-188 W-189 W-190 W-25 W-26W-27W-28 W-81 W-82W-83 W-84 W-85 W-86 W-87 W-88 W-89 W-90 W-91W-92 W-93 W-94 W-95 W-96 W-97 W-98 W-99W-100W-101W-102W-103 W - 104 W - 105W - 106W - 107 W-123W-124 W-125W-126W-127 W-128 W-129 W-130 W-131 W-132 W-133W-146W-147W-148 W-149 W-150W-151 W - 152 W - 153W - 154W - 155 W - 157 W - 158 W - 159 W - 161 W - 162 W - 163 W - 164W - 165W - 167W - 168 W - 169 W - 170 W - 171 W - 172 W - 173 W - 174 W - 175 W - 176 W - 177 W - 178 W - 179 W - 180 W - 181 W - 191 W - 194 W - 195 W - 196 W - 197 W - 198 W - 199 W - 200 W - 203 W - 204 W - 205 W - 209 W - 210 W - 211 W - 212 W - 215 W - 217 W - 220 W - 221 16

Ex400mm x 800mm high steel window with steel louvresat25mmspacing

x 500mm thick RC column to structural engineersdetail 100mmthickprotectivescreed

200mmhigh150x150mmiron angle protection painted to approval 3 coats of 30mm thick horizontal mastic asphalt applied over concrete to approval

L(18)001 BASEMENT WALL SECTION

GENERAL NOTES

1.Drawings no to be scaled.Only figured dimensions to be used.Descrepancies to be reported to the architect.

2.All dimensions are shown in milimetres unless otherwise specified.

3.P.V denotes permanent vent

4.All R.c works to S.E's details.All civil works to C.e's details

5.All plumbing and drainage to comply with M.O.H rules and regulations and to be in M.E's details.

6.All electrical works to E.E's details and specifications.

7.All pipes passing under slab to be encased with 150mm concrete all round

CIVIL WORKS

1.All slabs at ground level to be poured over1000 gauge polythene sheeting on50-75mm coral screed on 50-100mm hardcore

2.All soils under slab to be treated for termite control

3.All soils on cut embankments to be stabilised

MECHANICAL

1.All plumbing and drainage to comply with Mombasa County Council specifications.

2.All service ducts to be accessible from all floors

3.SVP denoted Soil vent pipe to be provided at the head of the drainage

4.Drains passing beneath buildings and walkways to be encased in150mm concrete surround

5.All underground foul and waste drain pipes to be class41golden brwn pvc pipe

STRUCTURAL WORKS

1.Depth of foundation to be determined ob site to

S.Es approval

2.For all coral aggregate reinforcement works and masonry walls to be tied with strap wrought iton at every course.

4.All walls less than200mm thick to be reinforced with hoop wrought iton at every alernate course

ELECTRICAL

1.All conduit pipes must be laid before plastering FIRE NOTES

1.Reserve 4500litres of water for hose reel

2.Provide2X3,000mm hose reel with booster pump

3.provide fire alarm system.

4.Provide dry users with laundry valve.

5.Provide sprinkler systme in the basement areas.

FINISHES SCHEDULE

1 FLOOR FINISHES

a.6mm thick polished terrazzo laid on lime mortar screed,50%chops with25X3mm dividing strips set off to architects approval

b.400X200x30mm granito tiles on1:4mortar mix, laid on lime mortar screed

ribbed concrete.

d.Approved200X65X20mm mahogany parquet flooring in approved pattern laid with adhesive on 20mm1:4lime sand screed

e.40mm screed smooth finish

f.300 x300 fully vetrified acid resistant tiles with straight continous joints not exceeding 6mm wide in both directionfixed with adhesive on cement sand screed 1:3 mix

2 SKIRTING FINISHES

.30MM x100mm thick ceramic tiles

b.ex.150mm x25mm thick mangrove nailed on wall

c.100mm X25mm dressed coral stone tiles

d.Random cut and stacked mazeras stones

e.100mm lime mortar on2mm thick lime mortar screed

3 WALL FINISHES

a.12mm thick lime wash coat on lime plaster treated with waterproofing admixture.Coats applied to manufacturers specifications

b.Exposed random cut mazeras stone

c.300X300X20mm thick glazed ceramic tiles 1200mm high with100mm background with grouting to approval

d.Coral lime plaster finish containing egg white upto3coats

e.emulsion paint

4 CEILING FINISHES

L(74)006 steel grating plan

a.9mm first coat1:4lime/sand screed and3mm second coat of lime plaster smooth trowelled on structural slab

b.5mm Painted waterproofed rough cast lime finish

c.Mahogany timber strips T&G

d.Emulsion paint

e.Square cut mangrove,boriti,planks alternate with lime infill

L(57)001

Basement ventilation

L(28)001 column angle protection

NODATE DESCRIPTION

REVISIONS

12 43 Floor Skirting Wall W-01 Window (0/01) Room Flr. level

PROJECT TITLE:

PROJECT NUMBER:

DRAWING TITLE:

DRAWING BY:

DATE:

DRAWING NUMBER:

SCALE(S):

MARCH2018

GSPublisherVersion 0.3.100.100

Door no. Window no. Door D-01 Door 4 3 2 1

CHECKED BY: KAMANDE ANTONY KAMAU SHEET NO. CLIENT NAME: Room no. MIXED URBAN DEVELOPMENT OLD TOWN MOMBASA ON LR.NO PROJECT8/2019 1:100 UNIVERSITY OF NAIROBI P.O BOX30197 NAIROBI,00100

100100100100100100100100100100100 4540045 A

A B B

400 15mm thick lime plaster finished with white emulsion to approval water proofing laid to approval 18 12 120210120 12 18 150 210 150 510 18 12 120210120 12 18 150 210 150 510 18 12 120210120 12 18 150 210 150 510 1500mm high 150x150 18mm angle iron bars protection painted to approval 12mm

plaster

with 3-coats of water-proof paint to approval 400x400mm reinforced concrete column to S E's detail

500mm

moulded

Thick

finished

100mm dia downpipe with 300 x 300 hopper clamped to wall and spray painted to approval.

1500mm x 600mm mangroove moulded courtyardseats

L(74)006 steel grating plan

GENERAL NOTES

1.Drawings no to be scaled.Only figured dimensions to be used.Descrepancies to be reported to the architect.

2.All dimensions are shown in milimetres unless otherwise specified.

3.P.V denotes permanent vent

4.All R.c works to S.E's details.All civil works to C.e's details

5.All plumbing and drainage to comply with M.O.H rules and regulations and to be in M.E's details.

6.All electrical works to E.E's details and specifications.

7.All pipes passing under slab to be encased with 150mm concrete all round

CIVIL WORKS

1.All slabs at ground level to be poured over1000 gauge polythene sheeting on50-75mm coral screed on 50-100mm hardcore

2.All soils under slab to be treated for termite control

3.All soils on cut embankments to be stabilised

MECHANICAL

1.All plumbing and drainage to comply with Mombasa County Council specifications.

2.All service ducts to be accessible from all floors

3.SVP denoted Soil vent pipe to be provided at the head of the drainage

4.Drains passing beneath buildings and walkways to be encased in150mm concrete surround

5.All underground foul and waste drain pipes to be class41golden brwn pvc pipe

STRUCTURAL WORKS

1.Depth of foundation to be determined ob site to

S.Es approval

2.For all coral aggregate reinforcement works and masonry walls to be tied with strap wrought iton at every course.

4.All walls less than200mm thick to be reinforced with hoop wrought iton at every alernate course

ELECTRICAL

1.All conduit pipes must be laid before plastering FIRE NOTES

1.Reserve 4500litres of water for hose reel

2.Provide2X3,000mm hose reel with booster pump

3.provide fire alarm system.

4.Provide dry users with laundry valve.

5.Provide sprinkler systme in the basement areas.

FINISHES SCHEDULE

1 FLOOR FINISHES

a.6mm thick polished terrazzo laid on lime mortar screed,50%chops with25X3mm dividing strips set off to architects approval

b.400X200x30mm granito tiles on1:4mortar mix, laid on lime mortar screed

600mm high planter enhancinglandscape aesthetics.

6mm thick polished terrazzo laid on lime mortarscreed,50%chopswith25x3mm dividing strips set off to architects approval

400mm high 450mm wide flower pots enhancing landscapeaesthetics.

400mm deep water drainage channel from roof to storm water drainage.

river rock paving along pedestrian walk way laid fromthebuildingedgeto thewalkwayend.

L(90)001 COURTYARD PART PLAN

d.Approved200X65X20mm mahogany parquet flooring in approved pattern laid with adhesive on 20mm1:4lime sand screed

e.40mm screed smooth finish

ribbed concrete. f.300 x300 fully vetrified acid resistant tiles with straight continous joints not exceeding 6mm wide in both directionfixed with adhesive on cement sand screed 1:3 mix

2 SKIRTING FINISHES

.30MM x100mm thick ceramic tiles

b.ex.150mm x25mm thick mangrove nailed on wall

c.100mm X25mm dressed coral stone tiles

d.Random cut and stacked mazeras stones

e.100mm lime mortar on2mm thick lime mortar screed

3 WALL FINISHES

a.12mm thick lime wash coat on lime plaster treated with waterproofing admixture.Coats applied to manufacturers specifications

b.Exposed random cut mazeras stone

c.300X300X20mm thick glazed ceramic tiles 1200mm high with100mm background with grouting to approval

d.Coral lime plaster finish containing egg white upto3coats

e.emulsion paint

4 CEILING FINISHES

a.9mm first coat1:4lime/sand screed and3mm second coat of lime plaster smooth trowelled on structural slab

b.5mm Painted waterproofed rough cast lime finish

c.Mahogany timber strips T&G

d.Emulsion paint

e.Square cut mangrove,boriti,planks alternate with lime infill

NODATE DESCRIPTION

REVISIONS

12 43 Floor Skirting Wall W-01 Window (0/01) Room Flr. level

PROJECT TITLE:

PROJECT NUMBER:

DRAWING TITLE:

DRAWING BY:

DATE:

DRAWING NUMBER:

SCALE(S):

MARCH2018

GSPublisherVersion 0.3.100.100

Door no. Window no. Door D-01 Door 4 3 2 1

CHECKED BY: KAMANDE ANTONY KAMAU SHEET NO. CLIENT NAME: Room no. MIXED URBAN DEVELOPMENT OLD TOWN MOMBASA ON LR.NO PROJECT8/2019 1:100 UNIVERSITY OF NAIROBI P.O BOX30197 NAIROBI,00100 a

4540045 45 50 45 50 45 50 45 50 45 50 45 50 45 50 coral stone ûnished water prooûng manufacturers' ûush ex.75X75mm ûxed to side decorated ceiling to Sarking felt water prooûng prooûng speciûcations. back ûll to drainage water prooûng speciûcations. 450mm wide ûower coral stone ûnished Sarking felt water prooûng back ûll to drainage water prooûng speciûcations. wrought iron grating coral rag slab 15mm wide expansion joint witrh sealant in areas with rigid paving gravel cast insitu reinforced concrete end/bottom discharge 100mm coral all round 1a2a 4e 3c 1a2a 4e 3c ±0 ±0 OPEN TO SKY D - 23 D - 27 D - 28 D - 42 0/20 0/21 P V P V P V P V P V P . V P V W - 36 W - 35 W - 37 W - 40 25 26 27 28 29 30 31 W - 64 p v p v

1 : 60 fall 1 : 60 fall 1 : 60 fall 1 : 60 fall 1 : 60 fall Perforated PVC pipe to drain excess water Native biofiltration plants to Landscape architects recommendations. Crushed sand for increased permeability and filtration loosed gravel for increased permeability Filter fabric(Permeable membrane) fertile red soil to architect's approval 600 400 115 400 400550115400 50350 1500mm x 600mm mangroove moulded courtyard seats which mimic mashrubiya screen on windows.

COURTYARD PLANTER DETAIL

STROM WATER DRAINAGE

L(90)002

L(74)007

Tel: +254-791613506, +254-717447660

Email: antohkaully7@gmail.com

GSPublisherVersion 0.50.100.100

Antony Kamau

Kamande

Graduate Architect B. Arch (Hons)UON 2021, B. Architectural studies (Hons)UON 2019

Address : 306-01020- Kenol, Murang'a THANK YOU