A A B B C C E E G G 1 1 3 3 5 5 6 6 D D 2 2 A A B B C C E E G G 1 1 3 3 5 5 6 6 H H I I D D 2 2 H H I I F F 4 4 F F 4 4 6,000 6,000 6,000 5,000 5,000 6,000 6,000 6,000 6,000 5,905 6,095 6,000 6,000 6,000 6,000 6,000 5,000 5,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000 3000 3000 3000 600 800 3000 600 800 3000 6,000 6,000 6,000 6,000 6,000 200 3350 200 3350 150 800 200 6000 6000 6000 6000 6000 3450 3630 1100 S-CC S-CC BEAM 1 BEAM RC WALL FOUNDATION 600mm THICK FOUNDATION TRENCH 3000 x 3000mm WIDE FONNDATION PAD FOOTING RC WALL FOUNDATION 600mm THICK FOUNDATION TRENCH 3000 x 3000mm WIDE FONNDATION PAD FOOTING Vehicular ramp 1:10 with a ribbed concrete finish to approval. Parking markers done with road paint to approval. 1100mm high car ramp guard masonry block wall 150mm thick ground floor slab 200mm thick upper basement slab 200mm thick upper basement slab 800x800mm basement column Basement access car ramp to S.E details Basement retaining wall with 200mm thick outer r.c wall, 50mm tanking and a 150mm thick masonry protective inner wall to detail RC foundation footing to S.E's details. Foundation depth to be determined on site. Hardcore backfill to S.E specifications balconies to apartments balconies to apartments balconies to apartments 200mm thick masonry stone wall in cement sand (1:3) mortar R.C suspended slab to S.E's specifications Black Decra roofing sheet on 50 x 50mm battens on 100 X 75mm rafters on prime grade wooden trusses to S.E 's details. Roof pitch 28ｺ Steel casement window to schedule Steel casement window to schedule 225 X 20mm timber fascia board painted to approval Wall master finish grey pigment to approval on 200mm thick medium sized machine cut masonary walling blocks. B1-31 Y16@200mmcc B2-31 Y16@200mmcc B1-31 Y16@200mmcc B2-31 Y16@200mmcc B2-31 Y16@200mmcc B2-31 Y16@200mmcc T2-31 Y16@200mmcc T1-31 Y16@200mmcc B1-31 Y16@200mmcc B2-31 Y16@200mmcc B1-31 Y16@200mmcc B2-31 Y16@200mmcc B2-31 Y16@200mmcc B2-31 Y16@200mmcc T2-31 Y16@200mmcc T1-31 Y16@200mmcc T2-31 Y16@200mmcc T2-31 Y16@200mmcc T2-31 Y16@200mmcc T1-31 Y16@200mmcc B1-31 Y16@200mmcc B2-31 Y16@200mmcc B1-31 Y16@200mmcc B2-31 Y16@200mmcc B2-31 Y16@200mmcc B2-31 Y16@200mmcc T2-31 Y16@200mmcc T1-31 Y16@200mmcc B1-31 Y16@200mmcc B2-31 Y16@200mmcc B1-31 Y16@200mmcc B2-31 Y16@200mmcc B2-31 Y16@200mmcc B2-31 Y16@200mmcc T2-31 Y16@200mmcc T1-31 Y16@200mmcc T2-31 Y16@200mmcc T2-31 Y16@200mmcc FOUNDATION LAYOUT TYPICAL RC SLAB All columns in the parking space to be provided with 1500mm angle iron bars for protection against car knocks. 6m wide driveway 6m wide driveway Fire extinguish sprinklers on basement level to M.E details Internal walls Internal walls BASEMENT DETAILS B1-26 Y16@200mmcc B1-26 Y16@200mmcc B1-26 Y16@200mmcc B1-26 Y16@200mmcc Drive way Drive way Drive way Drive way Security desk Security desk Reception lobby Waiting lobby Waiting lobby Waiting lobby Supermarket Clinic Open offices OFFICES Bedsitters Bedsitters Restaurant Clinic Open offices OFFICES Bedsitters Bedsitters Pub Stair lobby Stair lobby Stair lobby Stair lobby Stair lobby Stair lobby Stair lobby Stair lobby Stair lobby Stair lobby Stair lobby Stair lobby Laundry area Laundry area Laundry area Workers' station Changing room Janitor store Open area Open area Open area Open area SECTION 01 PROJECT TITTLE: PROPOSED MIXED URBAN DEVELOPMENT 1870/VIII/ 157 CLIENT: UNIVERSITY OF NAIROBI BACHELOR OF CONSTRUCTION MANAGEMENT DRAWING TITTLE: FOUNDATION LAYOUT TYPICAL RC SLAB BASEMENT DETAILS AND SECTION SCALE: 1 : 150 CHECKED BY: ARCH. RALWARA ARH. ODWALO DRAWN BY: MWANIKI GI. PETER B76/3596/2011 SUBMITTED : 6TH MAY, 2015 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 scale from 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 plans.above 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 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. 10,400 Basement walling to be provided with internal tanking and protective walling. No excavation to be done outside the plot. boundery 40mm thick screed finished smooth Fire extinguish sprinklers on basement level to M.E details RC wall 200 x 450mm deep R.C beam to S.E's specifications 200 x 450mm deep R.C beam to S.E's specifications Apartments Apartments Apartments Apartments Apartments Apartments Apartments Apartments
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A
A
B
B
C
C
E
E
G
G
1 1
3 3
5 5
6 6
D
D
2 2
A
A
B
B
C
C
E
E
G
G
1 1
3 3
5 5
6 6
H
H
I
I
D
D
2 2
H
H
I
I
F
F
4 4
F
F
4 4
6,000 6,000 6,000 5,000 5,000 6,000 6,000 6,000
6,00
05,
905
6,09
56,
000
6,00
0
6,000 6,000 6,000 5,000 5,000 6,000 6,000 6,000
6,00
06,
000
6,00
06,
000
6,00
0
3000
3000
3000
600
800
3000
600
800
3000
6,00
06,
000
6,00
06,
000
6,00
0
200
3350
200
3350
150
800200
6000 6000 6000 6000 6000
3450
3630
1100
S-CC S-CC
BEAM 1
BEAM
RC WALL FOUNDATION
600mm THICKFOUNDATION TRENCH
3000 x 3000mm WIDEFONNDATION PAD FOOTING
RC WALL FOUNDATION
600mm THICKFOUNDATION TRENCH
3000 x 3000mm WIDEFONNDATION PAD FOOTING
Vehicular ramp 1:10 with aribbed concrete finish toapproval.
Parking markers donewith road paint to approval.
1100mm high car rampguard masonry block wall
150mm thickground floor slab
200mm thick upperbasement slab
200mm thick upperbasement slab
800x800mm basement column
Basement access carramp to S.E details
Basement retaining wall with200mm thick outer r.c wall,50mm tanking and a 150mmthick masonry protective innerwall to detail
RC foundation footing toS.E's details. Foundationdepth to be determinedon site.
Hardcore backfill toS.E specifications
balconies to apartments
balconies to apartments
balconies to apartments
200mm thick masonry stonewall in cement sand (1:3)mortar
R.C suspended slabto S.E's specifications
Black Decra roofing sheet on50 x 50mm battens on100 X 75mm rafters on primegrade wooden trusses toS.E 's details. Roof pitch 28º
Steel casement windowto schedule
Steel casement windowto schedule
225 X 20mm timber fasciaboard painted to approval
Wall master finish greypigment to approval on200mm thick medium sizedmachine cut masonarywalling blocks.
B1-31 Y16@200mmcc
B2-
31 Y
16@
200m
mcc
B1-31 Y16@200mmcc
B2-
31 Y
16@
200m
mcc
B2-
31 Y
16@
200m
mcc
B2-
31 Y
16@
200m
mcc
T2-3
1 Y1
6@20
0mm
cc
T1-31 Y16@200mmcc
B1-31 Y16@200mmcc
B2-
31 Y
16@
200m
mcc
B1-31 Y16@200mmcc
B2-
31 Y
16@
200m
mcc
B2-
31 Y
16@
200m
mcc
B2-
31 Y
16@
200m
mcc
T2-3
1 Y1
6@20
0mm
cc
T1-31 Y16@200mmcc
T2-3
1 Y1
6@20
0mm
ccT2
-31
Y16@
200m
mcc
T2-3
1 Y1
6@20
0mm
cc
T1-31 Y16@200mmcc
B1-31 Y16@200mmcc
B2-
31 Y
16@
200m
mcc
B1-31 Y16@200mmcc
B2-
31 Y
16@
200m
mcc
B2-
31 Y
16@
200m
mcc
B2-
31 Y
16@
200m
mcc
T2-3
1 Y1
6@20
0mm
cc
T1-31 Y16@200mmcc
B1-31 Y16@200mmcc
B2-
31 Y
16@
200m
mcc
B1-31 Y16@200mmcc
B2-
31 Y
16@
200m
mcc
B2-
31 Y
16@
200m
mcc
B2-
31 Y
16@
200m
mcc
T2-3
1 Y1
6@20
0mm
cc
T1-31 Y16@200mmcc
T2-3
1 Y1
6@20
0mm
ccT2
-31
Y16@
200m
mcc
FOUNDATION LAYOUT
TYPICAL RC SLAB
All columns in theparking space to beprovided with 1500mmangle iron bars forprotection against carknocks.
6m wide driveway
6m wide drivewayFire extinguish sprinklers onbasement level to M.E details
Internal walls
Internal walls
BASEMENT DETAILS
B1-26 Y16@200mmcc B1-26 Y16@200mmcc
B1-26 Y16@200mmccB1-26 Y16@200mmcc
Drive way
Drive way
Drive way
Drive way
Securitydesk
Securitydesk
Receptionlobby
Waiting lobby
Waiting lobby
Waiting lobby
Supermarket
Clinic
Open offices
OFFICES
Bedsitters
Bedsitters
Restaurant
Clinic
Open offices
OFFICES
Bedsitters
Bedsitters
Pub
Stair lobby
Stair lobby
Stair lobby
Stair lobby
Stair lobby
Stair lobby
Stair lobby
Stair lobby
Stair lobby
Stair lobby
Stair lobby
Stair lobby
Laundryarea
Laundryarea
Laundryarea
Workers'station
Changingroom
Janitorstore
Openarea
Openarea
Openarea
Openarea
SECTION 01PROJECT TITTLE:
PROPOSED MIXED URBAN DEVELOPMENT1870/VIII/ 157
CLIENT:UNIVERSITY OF NAIROBIBACHELOR OF CONSTRUCTION MANAGEMENT
DRAWING TITTLE:FOUNDATION LAYOUTTYPICAL RC SLABBASEMENT DETAILSAND SECTION
SCALE: 1 : 150
CHECKED BY:ARCH. RALWARAARH. ODWALO
DRAWN BY:
MWANIKI GI. PETERB76/3596/2011
SUBMITTED :
6TH MAY, 2015
NOTES
Architectural1. All dimensions are in millimeters unlessotherwise specified.2. All dimensions should be checked onsite and any discrepancies be reported tothe architect before the work commences.3. All works to be carried outinaccordance with the local authorityregulations.4. Use figured dimensions only,do notscale from the drawing.5. Walls below 200mm thick to bereinforcedwith hoop iron at everyalternate course.6. DPC to be laid under all walls and to bemin. 150mm above finished floor level.7. All drainage pipes passing underbuilding and drive way to be encased with150mm thick concrete sorround.8. All Inspection Chambers (IC) indriveways to heavy duty covershave9. All reinforced concrete works is to be inaccordance with structural engineer'sdetails.10. 500 gauge polythene dpm (dampproof membrane) and anti-termitetreatment to be provided under groundfloor concrete slab.11. Foundation depth to be determined onsite as per engineer's instructions.12. Permanent Ventilation (PV) to beprovided all openings as indicated onplans.above
Civil Works1. All soils under slabs and aroundexternal fountations to be treated fortermite control.2. All soils on cut emberkments to bestabilised. Slope not to exceed the naturalangle of repose.3. All slabs at ground level to be pouredover 1000 gauge polythene sheeting on50mm stone blinding on hardcore.
Structural Works1. All black cotton soils to be removedfrom all building plinths. All buildings to beclear of blackcotton soil to a distance of 3m.2. All basement columns to be providedwith angle iron protection 1500mm high.3. All paved surfaces to be clear of blackcotton soil to a distance of 500mm outsidethe edge of the surface.4. Refer to structural Engineers details forall r.c works.5. Fountation depth to be determined onsite to structural Engineer's approval.6. All walls less than 200mm thick to bereinforced with hoop irons at everyalternate course.7. All adjacent r.c work and masonry wallsto be tied with strap irons at every course.
Mechanical Works1. All sanitry fittings, doors, windows andlifts to schedules.2. All plumping and drainage to complywith city council's specifications.3. All service ducts to be accessible fromevery floor.4. SVP denotes soil vent pipe to beprovided at the head of drainage.
10,400
Basement walling to beprovided with internaltanking and protectivewalling. No excavationto be done outside theplot. boundery
40mm thick screedfinished smooth
Fire extinguish sprinklers onbasement level to M.E details
RC wall
200 x 450mm deep R.Cbeam to S.E's specifications
200 x 450mm deep R.Cbeam to S.E's specifications
Apartments
Apartments
Apartments
Apartments
Apartments
Apartments
Apartments
Apartments
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