1:100. SUPERVISORS 1. ARCH. JARRET ODWALLO. 2. ARCH. ANTHONY RALWALA. 3. ARCH. KIGARA KAMWERU. 4. ENG. EVANS C. GORO. 5. Q.S. OLIVIA. B76/36341/2010. DRAWN BY : MAISIBA JOHN ONG'UTI REGISTRATION NO : DATE : APRIL, 2015 SCALES : BCM 413 : INTEGRATED DESIGN STUDIO III 6. Q.S PROF. GICHUNGE H. JOB TITLE : DRAWING ITEMS : N 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. 6. All slabs at ground level to be poured over 1000 gauge polythene sheeting on 50mm stone blinding on hardcore. 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. 3. All works to be carried out inaccordance with the local authority regulations. 4. Use figured dimensions only,do not scale from the drawing. 5. Permanent Ventilation (PV) to be provided all openings as indicated on plans.above 7. 500 gauge polythene dpm (damp proof membrane) and anti-termite treatment to be provided underground floor concrete slab. 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 reinforced concrete works. 5. Fountation depth to be determined on site to structural Engineer's approval. 6. Walls below 200mm thick to be reinforcedwith hoop iron at every alternate course. 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. 7. All adjacent r.c work and masonry walls to be tied with strap irons at every course. 3. All drainage pipes passing under building and drive way to be encased with 150mm thick concrete sorround. PROPOSED FUNERAL HOME IN, NAIROBI G G F F E E D D C C B B A A 1 2 3 4 5 6 7 8 9 10 11 b b a a BRC Mesh A142 BRC Mesh A142 G F E D C B A 1 2 3 4 5 6 7 8 b a D D E E 85Y10-1-200B1 24Y8-2-200B1 26Y10-3-200T1 16Y8-19-200T2 59Y10-18-200B2 34Y10-13-200T1 59Y10-7-200B1 16Y8-8-200T1 34Y10-9-200T1 7Y8-10-200T1 16Y10-11-200T1 S 34Y10-13-200T1 59Y10-7-200B1 16Y8-8-200T1 34Y10-9-200T1 7Y8-10-200T1 16Y10-11-200T1 S 34Y10-13-200T1 59Y10-7-200B1 16Y8-8-200T1 34Y10-9-200T1 7Y8-10-200T1 16Y10-11-200T1 34Y10-13-200T1 59Y10-7-200B1 16Y8-8-200T1 34Y10-9-200T1 7Y8-10-200T1 16Y10-11-200T1 34Y10-13-200T1 59Y10-7-200B1 16Y8-8-200T1 34Y10-9-200T1 7Y8-10-200T1 16Y10-11-200T1 34Y10-13-200T1 59Y10-7-200B1 16Y8-8-200T1 34Y10-9-200T1 7Y8-10-200T1 16Y10-11-200T1 85Y10-1-200B1 26Y10-3-200T1 16Y8-19-200T2 85Y10-1-200B1 26Y10-3-200T1 16Y8-19-200T2 85Y10-1-200B1 26Y10-3-200T1 16Y8-19-200T2 85Y10-1-200B1 26Y10-3-200T1 16Y8-19-200T2 85Y10-1-200B1 26Y10-3-200T1 16Y8-19-200T2 85Y10-1-200B1 26Y10-3-200T1 16Y8-19-200T2 34Y10-13-200T1 300 150 450 300 150 450 200 200 300 200 Y10@200mm c/c 2Y12 2Y16 EDGE BEAM Y8@200mm c/c 2Y12 2Y16 CENTRE BEAM Y8@200mm c/c RING BEAM 2Y12 2Y12 REINFORCED CONCRETE BEAMS ( SCALE 1 : 20 ) 200 200 200 200 200 200 600 600 3Y10@ 200mm c/c 3Y10@ 200mm c/c 1 2 3 4 5 6 1 2 3 4 5 6 1. Damp proof course 2. BRC Mesh A142 3.150mm Thick concrete floor slab 5. 50mm murram blinding 4. Damp proof membrane 6. 300mm thick well compacted hardcore infill STRIP FOUNDATION SECTION DETAIL ( scale 1 : 20 ) STRUCTURAL GROUND FLOOR SLAB DETAILS 1:200 STRUCTURAL FLAT ROOF STRUCTURAL DETAILS 1:200 STRUCTURAL
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1:100.
SUPERVISORS1. ARCH. JARRET ODWALLO.2. ARCH. ANTHONY RALWALA.3. ARCH. KIGARA KAMWERU.4. ENG. EVANS C. GORO.5. Q.S. OLIVIA.
B76/36341/2010.
DRAWN BY:MAISIBA JOHN ONG'UTI
REGISTRATION NO:
DATE: APRIL, 2015SCALES:
BCM413: INTEGRATED DESIGN STUDIO III
6. Q.S PROF. GICHUNGE H.
JOB TITLE:
DRAWING ITEMS:
N
NOTESGENERAL:
1. All dimensions to be checked on site before commencement of any work. Usefigured dimensions only. Any discripancies should be reported to the Architectimmediately.2. All dimensions are in milimetres unless otherwise specified as interior roomdimensions in metres.
6. All slabs at ground level to be poured over 1000 gauge polythene sheeting on50mm stone blinding on hardcore.
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.
3. All works to be carried out inaccordance with the local authority regulations.4. Use figured dimensions only,do not scale from the drawing.5. Permanent Ventilation (PV) to be provided all openings as indicated on plans.above
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 500mmoutside the edge of the surface.
4. Refer to structural Engineers details for all reinforced concrete works.
5. Fountation depth to be determined on site to structural Engineer's approval.
6. Walls below 200mm thick to be reinforcedwith hoop iron at every alternatecourse.
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.
7. All adjacent r.c work and masonry walls to be tied with strap irons at everycourse.
3. All drainage pipes passing under building and drive way to be encased with 150mm thick concrete sorround.