02 All the dimensions are in mm 03 04 Read dimmensions are

GSPublisherVersion 0.0.100.100

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1,000 1,300 1,000 200 1,730 200 3,600 200 1,730 200 1,000 1,300 1,000200

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200 3,300 200 1,930 3,300 200 3,300 200 1,730 200 3,600 200 1,730 200 3,300 200 3,300 200 1,730 200 3,300 200

200 33,320 200

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FINANCE OFFICE

PV

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PV

PV

PV

PV

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PV

PV

KITCHENETTEOFFICE

OFFICE

BOA

RD R

OO

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VISITORS' LOUNGE

INTERNSCeramic floor tiles

Ceramic floortiles

Ceramic floortiles

Ceramic floortiles

Cer

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tiles

Ceramic floortilesCeramic floor

tilesCeramic floor

tiles

Ceramic floor tilesCeramic floortiles

GEN

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Ceramic floortiles

Ceramic floor tiles Ceramic floortiles


STORE

PLANTERPLANTER

PLANTERPLANTER

PLANTER

PLANTERPLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLA

NTE

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W2 W2

W3

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PVW4 W4

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File Shelves

File Shelves

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MIN

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Air

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TOILET WINDOWS TO HAVE EXTRACTOR FANS TOILET WINDOWS TO HAVE EXTRACTOR FANS

Ceramic floortiles

SVP

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I C I C

I CI C

D1

PV

D2

D3

D3 D3 D3 D3 D3

D4

D4D4D4D4

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D5 D4

D5

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D5D4

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To ST, & SP

1 2 3 4 5 6 RI RII 7 8 RIII RIV 9 10 11 12 1314

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Rb Ra L K J I H G F E D C B A1 2 3 4 5 6RI RII 7 8RIII RIV9 10 11 12 1314

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DET

ERM

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ON

SIT

E

DET

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ON

SIT

E

300mm thick selected hardcore layercompacted in 150mm thick layers and150mm thick bed slab in class 20(1:2:4)Vibrated in reinforced concrete with sizeA98 BRC mesh.

IT4 roofing tiles on 75 x 50mmCypress celcured purlins on;100 x50mm Cypress celcured roofstructure

Rough cast weather proofPlaster in 1:3 mix.

Machine Cut masonry walling orPrecast Engineering blocks to BS5628, parts 1,2 and 3, in 1:3 c/smix with flush vertical Joints andkeyed horizontal joints

Reinforced Concrete Strip footing toapproval.

Keing between slab TOCand Machine cut walling; toact as a drainage throat.

Composite (Internal steel grill andAluminium glazed External panel)windows.

A B C D E F G H I J K L Ra Rb

Drawing Name

WORKING DRAWINGS : 1. Floor Plans

2. Elevations

3. Sectional Elevation

4. Septic Tank Details

5. Soak away pit Details

PROJECT NAME

A block of Office development for AWF in Cameroon on LR. No.

..................... Located in Campo.

Drawing Scale

1:100, 1:75,1:50.

Sheet No.

A.001

Date

06/10/2020

RevID ChID Change Name Date

0. Ground Floor 1:100

01 1:100

02 1:100

04 1:75

S-01 Sectional Elevation 1:100

03 1:75

200 3,000 200

1501,0

00

Var

ies b

etw

een

3M -

6M

TWL.

Outlet Manhole,with 600 x450mm coverand handle.

F1

4% Slope.

Inlet Manhole,with 600 x

450mm coverand handle.

200m

m th

ick

Ma

sonr

yw

all w

ith 1

0mm

rend

erin

gto

app

rova

l

150mm class 20/20 RCcover slab in T10 bars at150mm centers EachWay.

150mm thick RCBase slab.

F1 F2F2

600 x 450mm coverand handle.

600 x 450mmMH cover and

frame withhandle. 150mm thick RC

cover slab with T10reinforcement at150mm centers eachway.

Fist size rock hand fillleaving spaces forseapage route.

A B C

D

S-O4 S-O4

10mm thick cement/sandrender with water proof toto all internal surfacesapproval

S-O5

S-O5

E

SECTION S-05 SCALE 1: 50

SECTION S-04 SCALE 1: 50

SEPTIC TANK TYPES TABLE (TYPE 'B' PREFERED)

TYPE

B 6000 20 2 800 1400 1200 3600 1400 1500 1400

CAPACITY INLITRES

DISLIDGINGINTERVALS IN YEARS A B C D E F1 F2

DIMMENSIONS IN MM

NUMBER OFPERSONS

SEPTIC TANK FLOOR PLAN, SCALE 1: 50

TYPICAL SECTION, SCALE 1:50.

SOAK PIT FLOOR PLAN, SCALE 1:50

NB: 1. Soak pits to be used on soilswith good absorption e.g sand,red soil etc.

2. Depth to be determined on site.

C.L

C.L

A B C

Revision History

All the dimensions are in mm

Read dimmensions are of preference to scaled dimmensions

Depth of foundations to be determined on site by the Structural Engineer(S.E).

All concrete works to be in accordance with Structural Engineer's Specifications.

Any descripancies on setting out to be referred to the designer.

Permanent Vent provisions to be effected as indicated on the drawings.

All masonry walls below 200mm thick to be reinforced with hoop iron at every alternatecourse.

All sanitary installations to be in accordance with MOH regulations.

All plumbing and drainage installations to be in accordance with Mechanical Engineer's(M.E) specifications.

All Electrical installations to be in accordance with Electrical Engineer's (E.E)specifications.

General

1. All slabs at ground level to be poured over 1000gauge polythene sheeting on 50mm thickmurram blinding on hardcore.

2. All soil under slabs and around foundations to be poisoned for termite control.

Civil1. Al soils on cut embarkments to be stabilized. The slope not to exceed the natural angle ofrepose in any moisture condition.

2. All drain ditches to be in accordance to natural flow without possible stagnation, andErosion. Soak away pits to be provided as per specifications; particularly on sub soil seapagecapacities.

Mechanical1. All plumbing and drainage installations to comply with relevant specifications.

2. SVP denotes Soil Vent Pipes; to be provided at the head of the drainage system.3. Drains passing beneath buildings and drive ways to be encased in concrete surrounds ofminimum 150mm Diameter.4. All underground foul and waste drain pipes shall be UPVC to comply.5. All inspection Chambers and framing to be in any of the following materials: Cast iron,Galvanized Mild Steel of UPVC and in accordance with the relevant BS Standards.6. All pipework installations shall be conveniently pressure tested in accordance with therequirements and various specifications.

Address

African Wildlfe Foundation.

P.O Box 310 - 00502,

Nairobi.Phone: +254 711 06 000 / 721 607 836

email: [email protected]

Website: www.awf.org

PM Firm Stamp. Architect's Stamp.

Construction

Authenticity


1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

RI RII RIII RIV

Ra

Rb

10,2

00

200 33,320 200

500

200 300 200 3,300 200 1,730 200 3,300 200 5,230 200 3,600 200 1,730 200 3,300 200 3,300 200 1,730 200 3,300 200 300 200

200 3,600 200

200 3,800 200 5,230 200 5,230 200 3,600 200 5,230 200 3,300 200 1,730 200 3,800 200

4500

1190

200

1100

200

1,20

020

024

0020

025

0020

014

9020

0

8,330

200

1,00

080

01,

000

200

3,80

020

01,

000

800

1,00

01,

800

200

200 900 1,500 900 200 1,730 200 1,000 1,300 1,000 200 1,000 1,300 1,000 200 1,730 200 3,600 200 1,730 200 1,000 1,300 1,000 200 1,000 1,300 1,000 200 1,730 200 900 1,500 900 200

2900

200

1,00

080

01,

000

200

1,90

020

01,

700

200

1,00

080

01,

000

200

2900

200

4,90

020

04,

700

200

200 3,300 200 1,730 200 3,300 200 1,550 200 1,550 200 1,730 200 3,600 200 1,730 200 1,550 200 1,550 200 1,000 1,300 1,000 200 1,730 200 900 1,500 900 200

200 3,300 200 1,930 3,300 200 3,300 200 1,730 200 3,600 200 1,730 200 3,300 200 3,300 200 1,730 200 3,300 200

200 33,320 200

200

800

200

2500

200

2400

200

2500

200

800

200

200 1,100 200 2,500 200

200

1,70

020

02,

800

200

5,177

200

1,55

020

01,

047

200

1,20

020

0

200

1,67

320

092

420

01,

200

200

R 5.177

S-01 S-01

0303

04

02 02

W2

W1

W3

PV

PV

PV

PV

LOGISTICS OFFICE

FINANCE OFFICE

PV

OFFICE

PV

PV

PV

PV

PV

PV

PV

KITCHENETTE

OFFICE

OFFICE

BOA

RD R

OO

M

VISITORS' LOUNGE

INTERNS

Ceramic floor tiles

Ceramic floortiles

Ceramic floortiles

Ceramic floortiles

Cer

am

ic fl

oor

tiles

Ceramic floortiles

Ceramic floortiles

Ceramic floortiles


GEN

TS TO

ILET

S

Ceramic floortiles

Ceramic floor tiles Ceramic floortiles


STORE

PLANTERPLANTER

PLANTERPLANTER

PLANTER

PLANTERPLANTER

PLANTER

PLANTER

PLANTER

PLANTER

PLA

NTE

R

PLA

NTE

R

W2

W2

W2

W1 W2 W2

W2 W2

W3

W3

W2 W2

PV PV

PV

W4 W4

W3

PV

PV PV

PV PV

PV

W2

W1

W3

PV

PV

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W1W2W2

W2W2

W3

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W2W2

PVPV

PV

W4W4

W3

PV

PVPV

PVPV

PV

PV PV

PLANTER

UTILITYROOM

LADI

ES TO

ILET

S

Ceramicfloor tiles Ceramic

floor tiles

Cer

am

ic fl

oor t

iles

File Shelves

File Shelves

PV

RECEPTIONIST

ENTRANCE LOBBY

MIN

I LO

BBY

Air

Lock

Air

Lock

TOILET WINDOWS TO HAVE EXTRACTOR FANS TOILET WINDOWS TO HAVE EXTRACTOR FANS

Ceramic floortiles

SVP

I C

I C I C

I CI C

D1

PV

D2

D3

D3 D3 D3 D3 D3

D4

D4D4D4D4

D4

D5 D4

D5

D5

D5D4

D5

D5

D4

D5

PV

Ceramic floortiles

PROJECT NAME


..................... Located in Campo.

Date

06/10/2020

Drawing Scale

1:50.

Sheet Size

A1

Sheet No.

GF.001

0. GROUND FLOOR PLAN 1:50Address


P.O Box 310 - 00502,

Nairobi.Phone: +254 711 06 000 / 721 607 836



Designed Drawn

Drawing Title.

GROUND FLOOR SCALE 1:50

Mumo J.M Mumo J.M1. All slabs at ground level to be poured over1000gauge polythene sheeting on 50mmthick murram blinding on hardcore.

2. All soil under slabs and around foundationsto be poisoned for termite control.

Civil1. Al soils on cut embarkments to be stabilized.The slope not to exceed the natural angle ofrepose in any moisture condition.

2. All drain ditches to be in accordance tonatural flow without possible stagnation, andErosion. Soak away pits to be provided as perspecifications; particularly on sub soilseapage capacities.

Mechanical1. All plumbing and drainage installations tocomply with relevant specifications.

2. SVP denotes Soil Vent Pipes; to be providedat the head of the drainage system.

3. Drains passing beneath buildings and driveways to be encased in concrete surrounds ofminimum 150mm Diameter.

Construction4. All underground foul and waste drain pipesshall be UPVC to comply.

5. All inspection Chambers and framing to bein any of the following materials: Cast iron,Galvanized Mild Steel of UPVC and inaccordance with the relevant BS Standards.

6. All pipework installations shall beconveniently pressure tested in accordancewith the requirements and variousspecifications.

Mechanical Cont..


PROJECT NAME


..................... Located in Campo.

Date

06/10/2020

Drawing Scale

1:50.

Sheet Size

A3

Sheet No.

RA.001

Address


P.O Box 310 - 00502,

Nairobi.Phone: +254 711 06 000 / 721 607 836



Designed Drawn

Drawing Title.

ROOF LAYOUT SCALE 1:50











Mechanical Cont..


1 2 3 4 5 6RI RII 7 8RIII RIV9 10 11 12 1314

0.20

00.600

0.500 3.500 1.930 3.500 3.500 0.300 1.236 0.394 3.800 0.394 1.236 0.300 3.500 3.500 1.930 3.500 0.500

DET

ERM

INE

ON

SIT

E

DET

ERM

INE

ON

SIT

E

300mm thick selected hardcore layercompacted in 150mm thick layers and150mm thick bed slab in class 20(1:2:4)Vibrated in reinforced concrete with sizeA98 BRC mesh.

IT4 roofing tiles on 75 x 50mmCypress celcured purlins on;100 x50mm Cypress celcured roofstructure

Rough cast weather proofPlaster in 1:3 mix.

Machine Cut masonry walling orPrecast Engineering blocks to BS5628, parts 1,2 and 3, in 1:3 c/smix with flush vertical Joints andkeyed horizontal joints

Reinforced Concrete Strip footing toapproval.

Keing between slab TOCand Machine cut walling; toact as a drainage throat.

Composite (Internal steel grill andAluminium glazed External panel)windows.

PROJECT NAME


..................... Located in Campo.

Date

06/10/2020

Drawing Scale

1:50.

Sheet Size

A1

Sheet No.

RA.001

S-01 Sectional Elevation 1:50Address


P.O Box 310 - 00502,

Nairobi.Phone: +254 711 06 000 / 721 607 836



Designed Drawn

Drawing Title.

SECTIONAL ELEVATION SCALE 1:50











Mechanical Cont..


1 2 3 4 5 6 RI RII 7 8 RIII RIV 9 10 11 12 1314

500 3,500 1,930 3,500 3,500 300 1,236 394 3,800 394 1,236 300 3,500 3,500 1,930 3,500 500

PROJECT NAME


..................... Located in Campo.

Date

06/10/2020

Drawing Scale

1:50.

Sheet Size

A1

Sheet No.

RA.001

ELEVATION 01 1:50Address


P.O Box 310 - 00502,

Nairobi.Phone: +254 711 06 000 / 721 607 836



Designed Drawn

Drawing Title.

ELEVATION 01 SCALE 1:50











Mechanical Cont..


1413 12 11 10 9RIV RIII8 7RII RI6 5 4 3 2 1

500 3,500 1,930 3,500 3,500 300 1,236 394 3,800 394 1,236 300 3,500 3,500 1,930 3,500 500

PROJECT NAME


..................... Located in Campo.

Date

06/10/2020

Drawing Scale

1:50.

Sheet Size

A1

Sheet No.

RA.001

ELEVATION 02 1:50

Address


P.O Box 310 - 00502,

Nairobi.Phone: +254 711 06 000 / 721 607 836



Designed Drawn

Drawing Title.












Mechanical Cont..


A B C D E F G H I J K L Ra Rb

PROJECT NAME


..................... Located in Campo.

Date

06/10/2020

Drawing Scale

1:25.

Sheet Size

A1

Sheet No.

RA.001



P.O Box 310 - 00502,

Nairobi.Phone: +254 711 06 000 / 721 607 836



Designed Drawn

Drawing Title.












Mechanical Cont..


Rb Ra L K J I H G F E D C B A

PROJECT NAME


..................... Located in Campo.

Date

06/10/2020

Drawing Scale

1:50.

Sheet Size

A1

Sheet No.

RA.001



P.O Box 310 - 00502,

Nairobi.Phone: +254 711 06 000 / 721 607 836



Designed Drawn

Drawing Title.












Mechanical Cont..


PROJECT NAME


..................... Located in Campo.

Date

06/10/2020

Drawing Scale

1:50.

Sheet Size

A1

Sheet No.

RA.001

Address


P.O Box 310 - 00502,

Nairobi.Phone: +254 711 06 000 / 721 607 836



Designed Drawn

Drawing Title.

DOOR LIST; SCALE NOT APPLICABLE











Mechanical Cont..


PROJECT NAME


..................... Located in Campo.

Date

06/10/2020

Drawing Scale

1:50.

Sheet Size

A1

Sheet No.

RA.001

Address


P.O Box 310 - 00502,

Nairobi.Phone: +254 711 06 000 / 721 607 836



Designed Drawn

Drawing Title.

WINDOWS LIST; SCALE NOT APPLICABLE











Mechanical Cont..

A

B

C

D

E

F

G

H

F1

200 800 200 D 200 800 200

200

600

200

200

500

200

300

F2

E

500

3M

VA

RIES

(3-6

M)

150

100

600

150

A 100 B 100 C

A A

B

B

Invert level ofincoming drain

125mm RC cover slabto engineer's detail

600x450mm coverand frame

Sub-soil drain

190mm thick masonrystone wall with 10mmrendering to approval

150mm thick base slab

600x450mm coverand frame

12mm dia. ms barsat 150mmc/c bothways

200mm dia. stone blocksfor loose ground or wherespecified

1:3:6 conc.

140mm thickmasonry wall

600x450mm MH cover & frame150mm rc cover slab

Outletmanhole

Inletmanhole

10mm water proofingrendering to approval

TWL

Section A-A

SEPTIC TANK DETAILS

Floor plan

Section B-B

B

SOAK PITFloor plan

1.Soak pits o be used on soils with good absorption eg sand,red soil etc

2.Depth to be specified

NB.

EA C

B 6000

3000

1400

C

1200

E

3600

F2

80020 2 1400 1200 1400 1500

1400 4000 20002D

1500 1400

12000

30

DIMENSIONS IN MM

40 800 1600

3000

1400 4000 24002E

A

NO. OFPERSONS

1500 1300

15000 50 800

2

1600

2800

800 1400

TYPE CAPACITYINLITRES

8600 36001.5G

1500 1200

45000

DESLUDGINGINTERVAL(YEARS)

180036001200

200 800 5600 2040

2

1500

1000

H 67500 300 7600 3800 4000 2260 150011600

I 90000 400 8800 4400 13400 4600

3000 1850 15003600100F 22500 1.5 800 1800 5600

2380

1.5 800

15001.5 800

10 800 1000 800 1400

F1D

inlet

GL GL

Typical section

9000

Documents

02 All the dimensions are in mm 03 04 Read dimmensions are