NOTES GENERAL: 1. All dimensions to be checked on site before commencement of any work. Use figured dimensions only. Any discripancies should be reported to the Architect immediately. 2. All dimensions are in milimetres unless otherwise specified as interior room dimensions in metres.
1
2
3
4
5
6
7
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 angleof repose. 3. All slabs at ground level to be poured over 1000 gauge polythene sheeting on 50mm stone blinding on hardcore.
8
L[--]07
150
Ducts.
400
600mm steel louvered double leaf doors on ducts.
400 600
5,700
1,500
200
R.C staircase to detail L[24]01.
10 Person /1000kg 1800x1800x5200mm [wxdxh], 1.6m/s.
735
5,800
1,800
965
400
1,850
200
3,000
900
150
200
[P.V]
350
1,800
550 400 100
4,670
FALL
All columns in parking area to be protected with 1500mm high angle iron bars on all sides.
Fire alarm & swing reel.
[P.V]
400
FALL
FALL
FALL
FALL
FALL
FALL [W-21/B]
18
17 3,000
15
3,000
14
3,000
13
3,000
FALL
12
3,000
3,000
3,000
16
11
3,000
10
3,000
9
3,000
[P.V]
6m wide Driveway.
FALL
6,000 5,600
[B-02]
5 3 2 1
700
300
Refuse Chutes. [B-04] 12m2
435
1,370
85° Paper Others. & Plastic.
400 630
400
4,285
400
4,250 4,665
1,815 400 1,985
430
FALL Fire alarm & swing reel.
5,600
400
400
[D-02/B] [P.V]
200
1,500
Composite basement wall with internal ashphalt tanking.See detail L[21]01.
200
4 2 2 2
400 400
5,620
5,620
5,620
400
5,620
5,620 6,020
400
400
5,620 6,020
5,600
6,000
400
400
5,620 6,020
5,600
6,000
200 920
[P.V]
B 140
150
Landing 99°
A
400 400
[P.V]
[W-15/B]
300kg 980x920x1200m m high, 0.3m/s.81°
Ribbed concrete finish to approval laid to slope.
10m2
[W-01/B] [W-02/B]
5,600
6,000
9kg water type fire extinguisher. 9kg carbon dioxide type fire extinguisher.
Refuse Chutes. [B-03]
100mm thick R.C goods lift core walls to S.E details.
1,680
Garbage Collection Point.
[P.V]
370 400
1,785
200
[P.V]
200
6,200
4,100
400
5,620 6,020
400
400
4,900
5,620
5,620 6,020
400
400
4,900 5,100
47,890
400
5,600
6,000
400
5,600
6,000
400
5,600
6,000
400
4,900
6,000
5,100
47,730
1: FLOOR FINISHES. 1. Ribbed concrete. 2. Tampered monolithic concrete. 3. 40mm thick steel float cement screed. 4. 250x250x10mm quarry tiles on cement grout. 5. 250x250x10mm granito flooring tiles on cement grout. 6. 300x300x10mm acid resistant ceramic floor tiles. 7. 300x300x10mm non-slip ceramic floor tiles. 8. 50mm thick chisel dressed stone. 9. 15mm thick polished random cut mazeras. 10. 150x50x10mm mnazi timber blocks. 1: SKIRTING FINISHES. 1. 150mm high 25mm thick painted cement screed. 2. 250x150x10mm quarry tiles. 3. 250x150x10mm granito skirting tiles. 4. 250x150x10mm ceramic skirting tiles. 5. 150x25mm hardwood strips. 6. 150mm high half-sawn rosewood poles. 7. 250x150x15mm mazeras skirting tile. 1: WALL FINISHES. 1. 3 coats water proofing textured paint. 2. 3 coats eggshell emulsion paint. 3. 12mm thick steel float plaster. 4. Half sawn rosewood poles to 1050mm height. 5. 250x150x10mm glazed ceramic wall tiles to 1800mm height,silk vinyl emulsion paint above. 6. 3 coats matt vinyl emulsion paint.
5,620
5,620 6,020
CEILING FINISH.
[W-01] - WINDOW NUMBER.
[B-01]
295
450
[D-03/B] 2,050
L[--]06
700
1,000 150
2,000
150
150
3,580
400
1,000 150
345
1,470
400
4 2 2 2
1,330
400
400
200
WALL FINISH.
[D-01] - DOOR NUMBER.
400
1,730
200
600mm steel grating cover on trench drain sloping to sump.
400
FALL
140
Ramp Slope 1:10
[UP]
1 1 1 1
Parking markers to be done with road paint to approval.
2,195 1,500 200
3,000
1
93°
3,660 3,275
LANDING
SKIRTING FINISH.
19m2
400
FALL
3,000
2
FALL
[P.V]
[B-12]
200
L[--]05
400
FALL
[W-14/B]
5,655
Basement walling to be provided with external tanking & protective walling. No excavation to be done outside plot boundary.
1,656
Restaurant Dry Store.
3,000
Parking markers to be done with road paint to approval.
Beam above.
900
FLOOR FINISH.
C
[P.V]
200
4,350
FALL
400x400mm R.C column to S.E's details.
120 980 100
FALL
All basement windows to be high level steel vent windows to schedule.
[D-12/B]
150
400x400mm R.C column to S.E's details.
LEGEND.
[W-13/B]
100
BASEMENT -2500mm
FALL
169
9kg water type fire extinguisher. 9kg carbon dioxide type fire extinguisher.
400
Beam above.
FALL
1,500
FALL
400
FALL
3,000
FALL
D
[D-11/B]
600mm steel grating cover on trench drain sloping to sump.
400
400
200
[P.V]
400
6,000 5,600
[W-20/B]
[D-07/B]
[B-02]
600mm steel grating cover on trench drain sloping to sump.
[P.V]
1,500
1,800 250
500
625
500
[W-19/B]
Drip oil drain channels with steel grating sloped to sump.
[D-10/B]
1,500
29,631
4
600mm steel louvered double leaf doors on ducts.
[P.V]
18m2
22,710
FALL
[D-08/B] [P.V]
[P.V]
[W-12/B]
[P.V]
Drip oil drain channels with steel grating sloped to sump.
Public [B-08] Stair.
Electrical . Telephone & Data
2 1 1 1
[B-11]
L[--]08
400x400mm R.C column to S.E's details.
400
250 200
500
Dry & Wet Risers.
FALL
1
Door to be 1800x2100mm metal louvered door to schedule.
[D-09/B]
[P.V]
260
6m wide Driveway.
3,000
26,910
5
Beam above.
295
200
200
150 700
9m2
Door to be 1800x2100mm metal louvered door to schedule.
MECHANICAL WORKS: 1. All sanitry fittings, doors, windows and lifts to schedules. 2. All plumping 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.
Door to be 1800x2100mm metal louvered door to schedule.
Sump.
500
100
150
30m2
Transformer Room.
2 1 1 1
Pump.
190
700
625
100
250mm thick R.C lift core walls to S.E details.
FALL
200
700
150
1,400
2
400
[B-09]
200
900
2,800
200 425
200
725 100
200 200 900
150
[D-05/B]
100
1,200
2,900
400 400
4
2 1 1 1
1,500
3,000
6,000 5,600
[P.V] 900
5,700
3
E
16,595
30,570
150
200 200
Beam above.
Beam above.
A
200
FALL
All columns in parking area to be protected with 1500mm high angle iron bars on all sides.
FALL
800
[D-06/B]
[P.V]
[P.V]
525 400
3 B
[W-18/B] 400
1,500
6
C
3 1 3 1
3 1 3 1
8
Generator Room.
Switch Room. [B-10]
2,600
1,550
200
7
[P.V]
400
1,500
200
9m2 2,800
Lift Shaft.
5
1,922
[W-11/B]
168°
200
200
[P.V]
LOADING BAY FALL FALL
13m2 2,800
7 6
150
[W-17/B]
[P.V]
Fire alarm & swing reel.
2,600 8
Curio Shop Storage. [B-07]
100
400
[W-16/B]
400 50
[P.V]
400 525
450
200
2,140 1,845 350 1,800
800
[D-04/B]
D
1,800
400
150 200 1,400 200 150
500
Shop Fashion163° Storage. [B-06]
9kg water type fire extinguisher. 9kg carbon dioxide type fire extinguisher.
200
860
4,365 4,165 400 4,095 3,695
250 400 400 200
All basement windows to be high level steel vent windows to schedule.
1,500
[P.V]
[P.V]
200
Service lift 1000kg hydraulic lift 1.1mx1.4mx2. 2m [wxdxh] 1.0m/s.
[W-10/B]
[P.V]
[P.V]
17
3 1 3 1
9,467 2,265
1,500
[W-09/B]
[W-08/B]
[W-07/B]
.V]
2,280
16
1,100
1,500
1,570 240
[W-06 /B] [P
7,890
13
40m2
1,500
12
.V]
1,960
1,500
9,070
1,500
11
[B-05]
20,365
2,760
Floor channels for electric cabling..
9
[W-05 /B] [P
SUPERMARKET STORE 200
L[--]05
1,500
76°
150
All basement windows to be high level steel vent windows to schedule.
14,66 0 3,055
.V]
E
L[--]06
1,500
[W-04 /B] [P
15
1,295
.V]
10
1,500
[W-03 /B] [P
14
All basement windows to be high level steel vent windows to schedule.
1,310
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.
N
1: CIELING FINISHES. 1. Painted roughcast concrete. 2. Suspended softwood timber crate ceiling. 3. Half-sawn rosewood poles. 4. Fissured minaboard suspended ceiling. 5. Painted softboard on timber frame.
PROJECT TITLE: Mixed Use Urban Development.
1
2
3
4
5 E-03
6
7
8
DRAWING TITLE:
Basment Plan.
DRAWING NO:
L[--]01.
SCALE:
1:100
DRAWN BY: OMOLLO STEPHEN. CHECKED BY: