8/10/2019 Reinforced concrete dwg

1/11

:

1Thisdrawingshallbereadinconjuctionwithall

relevantdrawings.

2Foundationsshallgene

rallybetakendownbelow

existinggroundlevel10

00mmandallexcavations

tobeconfirmedbyeng

ineer.

3Weakpocketsofbearingstratatobedugout

andfilledwith1:4:8allinconcretemix

4Concretemixes

(a)Massconcretetoh

aveaminimumworks

cubestrengthof15

N/mm^2at28dayswith

40mmmaximumagg

regatesize

(b)Reinforcedconcretetohaveworks

cubestrengthof25

N/mm^2at28dayswith

20mmmaximumagg

regatesize

5Reinforcement

(a)Highyieldbarstobesquaretwistedcold

formedbarstoB.S.

4461

(b)Mildsteeltoberou

ndbarstoB.S.4449

(c)Meshreinforcement

tocomplywith

requirementofB.S.

4483

6Minimumcovertoalls

teelinfoundations=50mm

Stubcolumn=50mm

Beams=25mm

Slab=25mm

Columns=25mm

unlessotherwisespecified

7Alldimensionsmustb

everifiedonsite

beforecuttinganyrein

forcement

8Alldimensionsmustb

echeckedonsite

beforecommencingan

yworks.

9Wherehalflandingiss

upportedbysurroundingwalls,

thewallsshallbebuiltfirstbeforecastingthestaircase.

KIKUBAHOUSE

P.O.BOX11284KAMPALA

PLOT967MBOGOROADKIB

ULI

TELO77838691,075693987,031261050

ENG.DR.UMARUBAGAMPADDEANDMR.PAULMUJUGUMBYA

CHECKED

ARCHITECT

DRAWN

TITLE

CLIENT

PROJECT

MUJUCONSU

LTINGENGINEERSLIMITED

STRUCTURAL&CIVILENGINEERS

MR.RONALDM

UGAMBE,P.O.BOX

PLANTERRAC

ONSULT,P.O.BOX11269KAMPALA

GENERALARR

ANGEMENTFORFOUNDATIONAND

PROPOSEDAP

ARTMENTSATPLOT,BLOCK,

RONNIELULE

FOUNDATIONDETAILS

8/10/2019 Reinforced concrete dwg

2/11

:

1Thisdrawingshallberea

dinconjuctionwithall

relevantdrawings.

2Foundationsshallgene

rallybetakendownbelow

existinggroundlevel10

00mmandallexcavations

tobeconfirmedbyeng

ineer.

3Weakpocketsofbearingstratatobedugout

andfilledwith1:4:8allinconcretemix

4Concretemixes

(a)Massconcretetoh

aveaminimumworks

cubestrengthof15

N/mm^2at28dayswith

40mmmaximumagg

regatesize

(b)Reinforcedconcretetohaveworks

cubestrengthof25

N/mm^2at28dayswith

20mmmaximumagg

regatesize

5Reinforcement

(a)Highyieldbarstobesquaretwistedcold

formedbarstoB.S.

4461

(b)Mildsteeltoberou

ndbarstoB.S.4449

(c)Meshreinforcement

tocomplywith

requirementofB.S.

4483

6Minimumcovertoallsteelinfoundations=50mm

Stubcolumn=50mm

Beams=25mm

Slab=25mm

Columns=25mm

unlessotherwisespecified

7Alldimensionsmustbeverifiedonsite

beforecuttinganyreinforcement

8Alldimensionsmustb

echeckedonsite

beforecommencingan

yworks.

9Wherehalflandingiss

upportedbysurroundingwalls,

thewallsshallbebuiltfirstbeforecastingthestaircase.

KIKUBAHOUSE

P.O.BOX11284KAMPALA

PLOT967MBOGOROADKIB

ULI

TELO77838691,075693987,031261050

ENG.DR.UMARUBAGAMPADDEANDMR.PAULMUJUGUMBYA

CHECKED

ARCHITECT

DRAWN

TITLE

CLIENT

PROJECT

MUJUCONSU

LTINGENGINEERSLIMITED

STRUCTURAL&CIVILENGINEERS

MR.RONALDM

UGAMBE,P.O.BOX

PLANTERRAC

ONSULT,P.O.BOX11269KAMPALA

FOOTINGDETAILS

PROPOSEDAP

ARTMENTSATPLOT,BLOCK,

RONNIELULE

8/10/2019 Reinforced concrete dwg

3/11

:

1Thisdrawingshallberea

dinconjuctionwithall

relevantdrawings.

2Foundationsshallgene

rallybetakendownbelow

existinggroundlevel10

00mmandallexcavations

tobeconfirmedbyeng

ineer.

3Weakpocketsofbearingstratatobedugout

andfilledwith1:4:8allinconcretemix

4Concretemixes

(a)Massconcretetoh

aveaminimumworks

cubestrengthof15

N/mm^2at28dayswith

40mmmaximumagg

regatesize

(b)Reinforcedconcretetohaveworks

cubestrengthof25

N/mm^2at28dayswith

20mmmaximumagg

regatesize

5Reinforcement

(a)Highyieldbarstobesquaretwistedcold

formedbarstoB.S.

4461

(b)Mildsteeltoberou

ndbarstoB.S.4449

(c)Meshreinforcement

tocomplywith

requirementofB.S.

4483

6Minimumcovertoallsteelinfoundations=50mm

Stubcolumn=50mm

Beams=25mm

Slab=25mm

Columns=25mm

unlessotherwisespecified

7Alldimensionsmustbeverifiedonsite

beforecuttinganyreinforcement

8Alldimensionsmustb

echeckedonsite

beforecommencingan

yworks.

9Wherehalflandingiss

upportedbysurroundingwalls,

thewallsshallbebuiltfirstbeforecastingthestaircase.

KIKUBAHOUSE

P.O.BOX11284KAMPALA

PLOT967MBOGOROADKIB

ULI

TELO77838691,075693987,031261050

ENG.DR.UMARUBAGAMPADDEANDMR.PAULMUJUGUMBYA

CHECKED

ARCHITECT

DRAWN

TITLE

CLIENT

PROJECT

MUJUCONSU

LTINGENGINEERSLIMITED

STRUCTURAL&CIVILENGINEERS

MR.RONALDM

UGAMBE,P.O.BOX

PLANTERRAC

ONSULT,P.O.BOX11269KAMPALA

FOOTINGDETAILS

PROPOSEDAP

ARTMENTSATPLOT,BLOCK,

RONNIELULE

8/10/2019 Reinforced concrete dwg

4/11

:

1Thisdrawingshallberea

dinconjuctionwithall

relevantdrawings.

2Foundationsshallgene

rallybetakendownbelow

existinggroundlevel10

00mmandallexcavations

tobeconfirmedbyeng

ineer.

3Weakpocketsofbearingstratatobedugout

andfilledwith1:4:8allinconcretemix

4Concretemixes

(a)Massconcretetoh

aveaminimumworks

cubestrengthof15

N/mm^2at28dayswith

40mmmaximumagg

regatesize

(b)Reinforcedconcretetohaveworks

cubestrengthof25

N/mm^2at28dayswith

20mmmaximumagg

regatesize

5Reinforcement

(a)Highyieldbarstobesquaretwistedcold

formedbarstoB.S.

4461

(b)Mildsteeltoberou

ndbarstoB.S.4449

(c)Meshreinforcement

tocomplywith

requirementofB.S.

4483

6Minimumcovertoallsteelinfoundations=50mm

Stubcolumn=50mm

Beams=25mm

Slab=25mm

Columns=25mm

unlessotherwisespecified

7Alldimensionsmustbeverifiedonsite

beforecuttinganyreinforcement

8Alldimensionsmustb

echeckedonsite

beforecommencingan

yworks.

9Wherehalflandingiss

upportedbysurroundingwalls,

thewallsshallbebuiltfirstbeforecastingthestaircase.

KIKUBAHOUSE

P.O.BOX11284KAMPALA

PLOT967MBOGOROADKIB

ULI

TELO77838691,075693987,031261050

ENG.DR.UMARUBAGAMPADDEANDMR.PAULMUJUGUMBYA

CHECKED

ARCHITECT

DRAWN

TITLE

CLIENT

PROJECT

MUJUCONSU

LTINGENGINEERSLIMITED

STRUCTURAL&CIVILENGINEERS

MR.RONALDM

UGAMBE,P.O.BOX

PLANTERRAC

ONSULT,P.O.BOX11269KAMPALA

FOOTINGDETAILS

PROPOSEDAP

ARTMENTSATPLOT,BLOCK,

RONNIELULE

COLUMNDETA

ILS

WALLDETAILS

8/10/2019 Reinforced concrete dwg

5/11

:

1Thisdrawingshallberea

dinconjuctionwithall

relevantdrawings.

2Foundationsshallgene

rallybetakendownbelow

existinggroundlevel10

00mmandallexcavations

tobeconfirmedbyeng

ineer.

3Weakpocketsofbearingstratatobedugout

andfilledwith1:4:8allinconcretemix

4Concretemixes

(a)Massconcretetoh

aveaminimumworks

cubestrengthof15

N/mm^2at28dayswith

40mmmaximumagg

regatesize

(b)Reinforcedconcretetohaveworks

cubestrengthof25

N/mm^2at28dayswith

20mmmaximumagg

regatesize

5Reinforcement

(a)Highyieldbarstobesquaretwistedcold

formedbarstoB.S.

4461

(b)Mildsteeltoberou

ndbarstoB.S.4449

(c)Meshreinforcement

tocomplywith

requirementofB.S.

4483

6Minimumcovertoallsteelinfoundations=50mm

Stubcolumn=50mm

Beams=25mm

Slab=25mm

Columns=25mm

unlessotherwisespecified

7Alldimensionsmustbeverifiedonsite

beforecuttinganyreinforcement

8Alldimensionsmustb

echeckedonsite

beforecommencingan

yworks.

9Wherehalflandingiss

upportedbysurroundingwalls,

thewallsshallbebuiltfirstbeforecastingthestaircase.

KIKUBAHOUSE

P.O.BOX11284KAMPALA

PLOT967MBOGOROADKIB

ULI

TELO77838691,075693987,031261050

ENG.DR.UMARUBAGAMPADDEANDMR.PAULMUJUGUMBYA

CHECKED

ARCHITECT

DRAWN

TITLE

CLIENT

PROJECT

MUJUCONSU

LTINGENGINEERSLIMITED

STRUCTURAL&CIVILENGINEERS

MR.RONALDM

UGAMBE,P.O.BOX

PLANTERRAC

ONSULT,P.O.BOX11269KAMPALA

COLUMNDETA

ILS

PROPOSEDAP

ARTMENTSATPLOT,BLOCK,

RONNIELULE

8/10/2019 Reinforced concrete dwg

6/11

:

1Thisdrawingshallberea

dinconjuctionwithall

relevantdrawings.

2Foundationsshallgene

rallybetakendownbelow

existinggroundlevel10

00mmandallexcavations

tobeconfirmedbyeng

ineer.

3Weakpocketsofbearingstratatobedugout

andfilledwith1:4:8allinconcretemix

4Concretemixes

(a)Massconcretetoh

aveaminimumworks

cubestrengthof15

N/mm^2at28dayswith

40mmmaximumagg

regatesize

(b)Reinforcedconcretetohaveworks

cubestrengthof25

N/mm^2at28dayswith

20mmmaximumagg

regatesize

5Reinforcement

(a)Highyieldbarstobesquaretwistedcold

formedbarstoB.S.

4461

(b)Mildsteeltoberou

ndbarstoB.S.4449

(c)Meshreinforcement

tocomplywith

requirementofB.S.

4483

6Minimumcovertoallsteelinfoundations=50mm

Stubcolumn=50mm

Beams=25mm

Slab=25mm

Columns=25mm

unlessotherwisespecified

7Alldimensionsmustbeverifiedonsite

beforecuttinganyreinforcement

8Alldimensionsmustb

echeckedonsite

beforecommencingan

yworks.

9Wherehalflandingiss

upportedbysurroundingwalls,

thewallsshallbebuiltfirstbeforecastingthestaircase.

KIKUBAHOUSE

P.O.BOX11284KAMPALA

PLOT967MBOGOROADKIB

ULI

TELO77838691,075693987,031261050

ENG.DR.UMARUBAGAMPADDEANDMR.PAULMUJUGUMBYA

CHECKED

ARCHITECT

DRAWN

TITLE

CLIENT

PROJECT

MUJUCONSU

LTINGENGINEERSLIMITED

STRUCTURAL&CIVILENGINEERS

MR.RONALDM

UGAMBE,P.O.BOX

PLANTERRAC

ONSULT,P.O.BOX11269KAMPALA

GENERALARR

ANGEMENTFORSUSPENDEDSLABAND

PROPOSEDAP

ARTMENTSATPLOT,BLOCK,

RONNIELULE

BEAMDETAILS

8/10/2019 Reinforced concrete dwg

7/11

:

1Thisdrawingshallberea

dinconjuctionwithall

relevantdrawings.

2Foundationsshallgene

rallybetakendownbelow

existinggroundlevel10

00mmandallexcavations

tobeconfirmedbyeng

ineer.

3Weakpocketsofbearingstratatobedugout

andfilledwith1:4:8allinconcretemix

4Concretemixes

(a)Massconcretetoh

aveaminimumworks

cubestrengthof15

N/mm^2at28dayswith

40mmmaximumagg

regatesize

(b)Reinforcedconcretetohaveworks

cubestrengthof25

N/mm^2at28dayswith

20mmmaximumagg

regatesize

5Reinforcement

(a)Highyieldbarstobesquaretwistedcold

formedbarstoB.S.

4461

(b)Mildsteeltoberou

ndbarstoB.S.4449

(c)Meshreinforcement

tocomplywith

requirementofB.S.

4483

6Minimumcovertoallsteelinfoundations=50mm

Stubcolumn=50mm

Beams=25mm

Slab=25mm

Columns=25mm

unlessotherwisespecified

7Alldimensionsmustbeverifiedonsite

beforecuttinganyreinforcement

8Alldimensionsmustb

echeckedonsite

beforecommencingan

yworks.

9Wherehalflandingiss

upportedbysurroundingwalls,

thewallsshallbebuiltfirstbeforecastingthestaircase.

KIKUBAHOUSE

P.O.BOX11284KAMPALA

PLOT967MBOGOROADKIB

ULI

TELO77838691,075693987,031261050

ENG.DR.UMARUBAGAMPADDEANDMR.PAULMUJUGUMBYA

CHECKED

ARCHITECT

DRAWN

TITLE

CLIENT

PROJECT

MUJUCONSU

LTINGENGINEERSLIMITED

STRUCTURAL&CIVILENGINEERS

MR.RONALDM

UGAMBE,P.O.BOX

PLANTERRAC

ONSULT,P.O.BOX11269KAMPALA

FLOORSLABD

ETAILS

PROPOSEDAP

ARTMENTSATPLOT,BLOCK,

RONNIELULE

BEAMDETAILS

8/10/2019 Reinforced concrete dwg

8/11

:

1Thisdrawingshallberea

dinconjuctionwithall

relevantdrawings.

2Foundationsshallgene

rallybetakendownbelow

existinggroundlevel10

00mmandallexcavations

tobeconfirmedbyeng

ineer.

3Weakpocketsofbearingstratatobedugout

andfilledwith1:4:8allinconcretemix

4Concretemixes

(a)Massconcretetoh

aveaminimumworks

cubestrengthof15

N/mm^2at28dayswith

40mmmaximumagg

regatesize

(b)Reinforcedconcretetohaveworks

cubestrengthof25

N/mm^2at28dayswith

20mmmaximumagg

regatesize

5Reinforcement

(a)Highyieldbarstobesquaretwistedcold

formedbarstoB.S.

4461

(b)Mildsteeltoberou

ndbarstoB.S.4449

(c)Meshreinforcement

tocomplywith

requirementofB.S.

4483

6Minimumcovertoallsteelinfoundations=50mm

Stubcolumn=50mm

Beams=25mm

Slab=25mm

Columns=25mm

unlessotherwisespecified

7Alldimensionsmustbeverifiedonsite

beforecuttinganyreinforcement

8Alldimensionsmustb

echeckedonsite

beforecommencingan

yworks.

9Wherehalflandingiss

upportedbysurroundingwalls,

thewallsshallbebuiltfirstbeforecastingthestaircase.

KIKUBAHOUSE

P.O.BOX11284KAMPALA

PLOT967MBOGOROADKIB

ULI

TELO77838691,075693987,031261050

ENG.DR.UMARUBAGAMPADDEANDMR.PAULMUJUGUMBYA

CHECKED

ARCHITECT

DRAWN

TITLE

CLIENT

PROJECT

MUJUCONSU

LTINGENGINEERSLIMITED

STRUCTURAL&CIVILENGINEERS

MR.RONALDM

UGAMBE,P.O.BOX

PLANTERRAC

ONSULT,P.O.BOX11269KAMPALA

BEAMDETAILS

PROPOSEDAP

ARTMENTSATPLOT,BLOCK,

RONNIELULE

8/10/2019 Reinforced concrete dwg

9/11

:

1Thisdrawingshallberea

dinconjuctionwithall

relevantdrawings.

2Foundationsshallgene

rallybetakendownbelow

existinggroundlevel10

00mmandallexcavations

tobeconfirmedbyeng

ineer.

3Weakpocketsofbearingstratatobedugout

andfilledwith1:4:8allinconcretemix

4Concretemixes

(a)Massconcretetoh

aveaminimumworks

cubestrengthof15

N/mm^2at28dayswith

40mmmaximumagg

regatesize

(b)Reinforcedconcretetohaveworks

cubestrengthof25

N/mm^2at28dayswith

20mmmaximumagg

regatesize

5Reinforcement

(a)Highyieldbarstobesquaretwistedcold

formedbarstoB.S.

4461

(b)Mildsteeltoberou

ndbarstoB.S.4449

(c)Meshreinforcement

tocomplywith

requirementofB.S.

4483

6Minimumcovertoallsteelinfoundations=50mm

Stubcolumn=50mm

Beams=25mm

Slab=25mm

Columns=25mm

unlessotherwisespecified

7Alldimensionsmustbeverifiedonsite

beforecuttinganyreinforcement

8Alldimensionsmustb

echeckedonsite

beforecommencingan

yworks.

9Wherehalflandingiss

upportedbysurroundingwalls,

thewallsshallbebuiltfirstbeforecastingthestaircase.

KIKUBAHOUSE

P.O.BOX11284KAMPALA

PLOT967MBOGOROADKIB

ULI

TELO77838691,075693987,031261050

ENG.DR.UMARUBAGAMPADDEANDMR.PAULMUJUGUMBYA

CHECKED

ARCHITECT

DRAWN

TITLE

CLIENT

PROJECT

MUJUCONSU

LTINGENGINEERSLIMITED

STRUCTURAL&CIVILENGINEERS

MR.RONALDM

UGAMBE,P.O.BOX

PLANTERRAC

ONSULT,P.O.BOX11269KAMPALA

BEAMDETAILS

PROPOSEDAP

ARTMENTSATPLOT,BLOCK,

RONNIELULE

8/10/2019 Reinforced concrete dwg

10/11

:

1Thisdrawingshallberea

dinconjuctionwithall

relevantdrawings.

2Foundationsshallgene

rallybetakendownbelow

existinggroundlevel10

00mmandallexcavations

tobeconfirmedbyeng

ineer.

3Weakpocketsofbearingstratatobedugout

andfilledwith1:4:8allinconcretemix

4Concretemixes

(a)Massconcretetoh

aveaminimumworks

cubestrengthof15

N/mm^2at28dayswith

40mmmaximumagg

regatesize

(b)Reinforcedconcretetohaveworks

cubestrengthof25

N/mm^2at28dayswith

20mmmaximumagg

regatesize

5Reinforcement

(a)Highyieldbarstobesquaretwistedcold

formedbarstoB.S.

4461

(b)Mildsteeltoberou

ndbarstoB.S.4449

(c)Meshreinforcement

tocomplywith

requirementofB.S.

4483

6Minimumcovertoallsteelinfoundations=50mm

Stubcolumn=50mm

Beams=25mm

Slab=25mm

Columns=25mm

unlessotherwisespecified

7Alldimensionsmustbeverifiedonsite

beforecuttinganyreinforcement

8Alldimensionsmustb

echeckedonsite

beforecommencingan

yworks.

9Wherehalflandingiss

upportedbysurroundingwalls,

thewallsshallbebuiltfirstbeforecastingthestaircase.

KIKUBAHOUSE

P.O.BOX11284KAMPALA

PLOT967MBOGOROADKIB

ULI

TELO77838691,075693987,031261050

ENG.DR.UMARUBAGAMPADDEANDMR.PAULMUJUGUMBYA

CHECKED

ARCHITECT

DRAWN

TITLE

CLIENT

PROJECT

MUJUCONSU

LTINGENGINEERSLIMITED

STRUCTURAL&CIVILENGINEERS

MR.RONALDM

UGAMBE,P.O.BOX

PLANTERRAC

ONSULT,P.O.BOX11269KAMPALA

BEAMDETAILS

PROPOSEDAP

ARTMENTSATPLOT,BLOCK,

RONNIELULE

8/10/2019 Reinforced concrete dwg

11/11

:

1Thisdrawingshallberea

dinconjuctionwithall

relevantdrawings.

2Foundationsshallgene

rallybetakendownbelow

existinggroundlevel10

00mmandallexcavations

tobeconfirmedbyeng

ineer.

3Weakpocketsofbearingstratatobedugout

andfilledwith1:4:8allinconcretemix

4Concretemixes

(a)Massconcretetoh

aveaminimumworks

cubestrengthof15

N/mm^2at28dayswith

40mmmaximumagg

regatesize

(b)Reinforcedconcretetohaveworks

cubestrengthof25

N/mm^2at28dayswith

20mmmaximumagg

regatesize

5Reinforcement

(a)Highyieldbarstobesquaretwistedcold

formedbarstoB.S.

4461

(b)Mildsteeltoberou

ndbarstoB.S.4449

(c)Meshreinforcement

tocomplywith

requirementofB.S.

4483

6Minimumcovertoallsteelinfoundations=50mm

Stubcolumn=50mm

Beams=25mm

Slab=25mm

Columns=25mm

unlessotherwisespecified

7Alldimensionsmustbeverifiedonsite

beforecuttinganyreinforcement

8Alldimensionsmustb

echeckedonsite

beforecommencingan

yworks.

9Wherehalflandingiss

upportedbysurroundingwalls,

thewallsshallbebuiltfirstbeforecastingthestaircase.

KIKUBAHOUSE

P.O.BOX11284KAMPALA

PLOT967MBOGOROADKIB

ULI

TELO77838691,075693987,031261050

ENG.DR.UMARUBAGAMPADDEANDMR.PAULMUJUGUMB

CHECKED

ARCHITECT

DRAWN

TITLE

CLIENT

PROJECT

MUJUCONSU

LTINGENGINEERSLIM

STRUCTURAL&CIVILENGINEERS

MR.RONALDM

UGAMBE,P.O.BOX

PLANTERRAC

ONSULT,P.O.BOX11269KAMPALA

WALLDETAILS

PROPOSEDAP

ARTMENTSATPLOT,BLOCK,

RONNIELULE

STAIRCASEDE

TAILS