Attachment 2 Drawings.pdf

PDF 3 MB Posted Jul 30, 2021

Attached to: RENOVATION OF NIH LABORATORY - ENTEBBE, UGANDA Federal contract opportunity
Solicitation number: 19UG5021R0007
Issued by: Department of State

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation package describes a construction project to renovate a laboratory for the National Institute of Health located at the Uganda Virus Research Institute campus in Entebbe, Uganda. The scope of work includes construction of the laboratory building and involves renovating existing structures. The solicitation was issued by the Department of State with responses due by June 30, 2021. Pricing is to be provided using the BOQ cost breakdown attached. The anticipated award date is August 15, 2021 contingent upon available funding.

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Other files for this federal contract opportunity

Other files attached to RENOVATION OF NIH LABORATORY - ENTEBBE, UGANDA, newest first.
File	Type	Posted
QA NIH Project.docx	DOCX document	Aug 17, 2021
QA from Site Visit.docx	DOCX document	Aug 17, 2021
Attachement 1 BOQ (Breakdown of Price by Divisions of Specifications).pdf	PDF	Jul 30, 2021
Attachement 4 Code for Electrical Installations in Buildings.pdf	PDF	Jul 30, 2021
SF1442 - Cover Page.pdf	PDF	Jul 30, 2021
Attachment 3 Standard Specifications.pdf	PDF	Jul 30, 2021
Solicitation Document.doc	DOC document	Jul 30, 2021

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UGANDA VIRUS RESEARCH INSTITUTE

PLOT 51-59, NAKIWOGO ROAD

P.O.BOX 49, ENTEBBE, UGANDA

ARCHITECTURAL SERVICES FOR RENOVATION OF NIH LABORATORY

30th June 2021

COLD ROOM

SUPERVISION AREA

COLD ROOM(FRIDGE

AREA)

OFFICE

CUBICLE

OFFICE

CUBICLE

OFFICE

CUBICLE

shsh wc wc

REPOSITORY

BUILDING

UVRI- MAIN

BUILDING

2200 4760

Existing tree to be cut for provision of expansion of the building11280 2522

17600

620038704145 store

ARCH DESiGN Ltd Plot 20 Hancock Road P.O Box 22946 Tel: 234487/234488 Kampalaarchitecture+ engineering

+management+planning+research

Client: Project: File Name:

DRG NO:

Sheet No:Job No:

Date No:

Drawn by:

Scale:NOTES:

Architect:

Site:

Description:

Notes:

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

CONSULTANCY SERVICES FOR DESIGN OF A LABORATORY OFFICE BLOCK

Uganda Virus Research Institute

1.THE DESIGN OF THE THIS DRAWING IS COPYRIGHT AND

REMAINS THE PROPOERTY OF ARCH DESIGN, ARCHITECTS AND

ENGINEERS.

2THE ARCHITECT/DESIGNER ACCEPTS NO RESPONSIBLITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE

DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN IN MILLIMETRES.

Si te

L ay ou t

EXISTING SITE PLAN

scale 1:200

ELEVATION-EB[01]

ELEVATION- EB[02]

ELEVATION- EB[04]

ELEVATION-EB[03]

FALL

17550 6200 23750

17200

17600

620017350200 23750

13310

17600

FALL

UPVC

Gutter

UPVC

Gutter

Parapet Wall

GALVANISED

IRON SHEETS

GALVANISED

IRON SHEETS

GALVANISED

IRON SHEETS

Parapet Wall

ARCH DESiGN Ltd Plot 20 Hancock Road P.O Box 22946 Tel: 234487/234488 Kampalaarchitecture+ engineering

+management+planning+research

Client: Project: File Name:

DRG NO:

Sheet No:Job No:

Date No:

Drawn by:

Scale:NOTES:

Architect:

Site:

Description:

Notes:

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

CONSULTANCY SERVICES FOR DESIGN OF A LABORATORY OFFICE BLOCK

Uganda Virus Research Institute

1.THE DESIGN OF THE THIS DRAWING IS COPYRIGHT AND

REMAINS THE PROPOERTY OF ARCH DESIGN, ARCHITECTS AND

ENGINEERS.

2THE ARCHITECT/DESIGNER ACCEPTS NO RESPONSIBLITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE

DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN IN MILLIMETRES.

: 1

Fi rs t f lo or p la n

EXISTING BUILDING ROOF PLAN

scale 1:100 sh wc wc

-M

Existing tree to be mantained

17600 sto re

Ne w

W alk wa y

New Walkway

Walkway

Ne w

W alk wa y

New Walkway New Walkway

ARCH DESiGN Ltd Plot 20 Hancock Road P.O Box 22946 Tel: 234487/234488 Kampalaarchitecture+ engineering

+management+planning+research

Client: Project: File Name:

DRG NO:

Sheet No:Job No:

Date No:

Drawn by:

Scale:NOTES:

Architect:

Site:

Description:

Notes:

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

CONSULTANCY SERVICES FOR DESIGN OF A LABORATORY OFFICE BLOCK

Uganda Virus Research Institute

1.THE DESIGN OF THE THIS DRAWING IS COPYRIGHT AND

REMAINS THE PROPOERTY OF ARCH DESIGN, ARCHITECTS AND

ENGINEERS.

2THE ARCHITECT/DESIGNER ACCEPTS NO RESPONSIBLITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE

DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN IN MILLIMETRES.

MODIFIED SITE PLAN

scale 1:200

1 : 200 Site Layout wc urinal

200580020017350200

6000597057005880

BS L2 LAB

BIO REPOSITORY

200023709700120051203360 access ctrl access ctrl

ELEVATION-

PB[01]

ELEVATION- PB[02]

ELEVATION- PB[04]

ELEVATION-

PB[03]

2005800200141902002960200

23750

6000597057005880

SECTION-

PB[X-X]

SECTION-

PB[X-X]

C.B.A. D. E.

58002001800

2003680200

LEGEND

DEMOLISHED WALL

DEMOLISHED

OPENING

DEMOLISHED

OPENING

240082096082027008201600 access ctrl

200 2000 200 3600 200

Store

23750

BSC

ENTRY

LOBBY

Office block existing door int ro du ce w all introduce door

850 100 850 200 replaces 100mm steel pipes with RC Colums demolish steel pipe Introduce RC

Column

PROPOSED WALL

EXISTING WALL

D03

D01

W04 W04 W04

W03

Ante-Room

Office

D03

2960 200

D03 13

00 wc

D03

CLEAN

ROOM

D01

BSC

ne w te rra zo wo rk to p su rfa ce s

BSC

block existing door pr ov ide s ta inl es s w or kto p su rfa ce s

BS L2+

LAB

D02 new terrazo worktop surfaces

SECTION-

PB[Y-Y]

SECTION-

PB[Y-Y]

1855194524005255127025751270255012703360

W07

W01

W06

Fr.

Fr. Fr. Fr. Fr.

D03

3100 600 6420

D02

600 4600 600

Replace existing window with high level, double glazed, fixed window as in schedule

FINISHES SCHEDULE

1.0 FLOOR:

1.1. Porcelain tiles

1.2. Vinyl composite tiles

1.3. Cement sand screed

1.4. Granite

1.5. Terrazo

1.6. Polished Concrete

1.7. Imported Quarry Tiles

1.8. Approved Capet on screed ff

2.0 SKIRTING

2.1. 150mm high Porcelain tiles with silicon

2.2. 2100mm high Vinyl Composite tiles

2.3. 150mm cement stone dust screed

2.4. 150mm high Terrazo

2.5. 150mm high hardwood vanished timber

2.6. 150mm Imported Quarry Tiles

3.0 WALL FINISH

3.1. 25mm thick smooth plaster finish with 1 coat plaster and 3 coats silk vinly approved colour paint

3.2. 3 coats vinyl paint

3.3. Aluminium Partitions

3.4. 8mm thick Matt finish wall tiles

3.5. Glass partition wall

3.6. 25mm thick smooth plaster finish with 1 coat plaster primer and 3 coats weather guard approved paint

3.7. 25mm thick smooth plaster finish with 1 coat plaste primer and 3 coats water based high gloss approved colour paint

3.8 . Terrazo finish up to ceiling height

4.0 CEILING

4.1. Sadomatt ceiling paint on 12mm thick Plaster board

4.2. Sadomatt ceiling paint on expanded metal lathe ceiling

4.3. Sadomatt ceiling paint on 12mm thick Cement board

4.4 Polynum underneath the roofing sheets

1.5 2.4 4.33.1

1.5 2.4

4.33.1

Re pla ce ex ist ing w ind ow wi th hig h l ev el, do ub le gla ze d, fix ed w ind ow as in sc he du le

Re pla ce ex ist ing w ind ow w ith do ub le gla ze d, fix ed w ind ow as in sc he du le

Re pla ce ex ist ing w ind ow w ith hig h l ev el, do ub le gla ze d, fix ed wi nd ow as in sc he du le

Replace existing window with double glazed, fixed window as in schedule

Re pla ce ex ist ing w ind ow w ith hig h l ev el, do ub le gla ze d, fix ed wi nd ow as in sc he du le

Replace existing window with double glazed, fixed window as in schedule

Wire brush window, replace iron mongery & necessary fixtures and repaint

W ire b ru sh w ind ow s, re pla ce iro n mo ng er y & n ec es sa ry fix tu re s a nd re pa int Int ro du ce n ew wi nd ow

Re pla ce do or sh utt er s an d d oo r f ra me

Re pla ce d oo r sh ut te rs a nd d oo r fra me

Re pla ce d oo r s hu tte rs an d do or fr am e

1.5 2.1 4.33.4

1.5 2.1 4.33.4 sh D03 introduce door new terrazo worktop surfaces new terrazo worktop surfaces

SKIRTINGFLOOR

CEILINGWALL

Replace existing window with double glazed, fixed window as in schedule

W07

1.5 2.4 4.33.1

D02 introduce wall

Store

Emmergency shower

Emmergency shower concrete bench

1.5 2.4

4.33.1

1.5 2.4

4.33.1

1.5 2.4 4.33.1

1.5 2.4

4.33.1

1.5 2.4 4.33.1

Re pla ce e xis tin g wi nd ow wi th d ou ble g laz ed

, f ixe d wi nd ow a s i n sc he du le access ctrl access ctrl

D04 replace arched opening with door

Fr.

co nc re te ve nt s W

Fixed window

Fi xe d wi nd ow

Fi xe d hig h lev el wi nd ow

Fixed window

Fi xe d wi nd ow

Fixed window

ARCH DESiGN Ltd Plot 20 Hancock Road P.O Box 22946 Tel: 234487/234488 Kampalaarchitecture+ engineering

+management+planning+research

Client: Project: File Name:

DRG NO:

Sheet No:Job No:

Date No:

Drawn by:

Scale:NOTES:

Architect:

Site:

Description:

Notes:

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

CONSULTANCY SERVICES FOR DESIGN OF A LABORATORY OFFICE BLOCK

Uganda Virus Research Institute

1.THE DESIGN OF THE THIS DRAWING IS COPYRIGHT AND

REMAINS THE PROPOERTY OF ARCH DESIGN, ARCHITECTS AND

ENGINEERS.

2THE ARCHITECT/DESIGNER ACCEPTS NO RESPONSIBLITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE

DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN IN MILLIMETRES.

1 : 125 Site Layout

GROUND FLOOR PLAN

6000597057005880

ELEVATION-

PB[01]

ELEVATION- PB[02]

ELEVATION- PB[04]

ELEVATION-

PB[03]

6000597057005880

SECTION-

PB[X-X]

SECTION-

PB[X-X]

321 4 5

FALL

UPVC Gutter

Building Below

GALVANISED

IRON SHEETS

Building below

FALL

SECTION-

PB[Y-Y]

SECTION-

PB[Y-Y]

GALVANISED

IRON SHEETS

GALVANISED

IRON SHEETS

FALLFALL

FALL

FALL FALLFALL

FALL

18940

17570 7400

17550 7400

NOTES:

-Replace the existing roof structue with a new entire roof structure and ceilings

ARCH DESiGN Ltd Plot 20 Hancock Road P.O Box 22946 Tel: 234487/234488 Kampalaarchitecture+ engineering

+management+planning+research

Client: Project: File Name:

DRG NO:

Sheet No:Job No:

Date No:

Drawn by:

Scale:NOTES:

Architect:

Site:

Description:

Notes:

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

CONSULTANCY SERVICES FOR DESIGN OF A LABORATORY OFFICE BLOCK

Uganda Virus Research Institute

1.THE DESIGN OF THE THIS DRAWING IS COPYRIGHT AND

REMAINS THE PROPOERTY OF ARCH DESIGN, ARCHITECTS AND

ENGINEERS.

2THE ARCHITECT/DESIGNER ACCEPTS NO RESPONSIBLITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE

DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN IN MILLIMETRES.

ROOF PLAN

scale 1:100

: 1

Fi rs t f lo or p la n

4090180044407170

ROOF NOTES:

Pre-painted sheets @ 10 deg on Steel truss to S.E's specs

FLOOR NOTES:

-25mm Terazzo Floor Finish on -150mm Concrete Slab on -Foundation to S.E's Specs

ANTE-ROOM DESK SPACE

1.2.3.4.5.

GROUND FLOOR LEVEL

ROOF LEVEL

+ 3.150

0.000

18.00°

40694069

ARCH DESiGN Ltd Plot 20 Hancock Road P.O Box 22946 Tel: 234487/234488 Kampalaarchitecture+ engineering

+management+planning+research

Client: Project: File Name:

DRG NO:

Sheet No:Job No:

Date No:

Drawn by:

Scale:NOTES:

Architect:

Site:

Description:

Notes:

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

CONSULTANCY SERVICES FOR DESIGN OF A LABORATORY OFFICE BLOCK

Uganda Virus Research Institute

1.THE DESIGN OF THE THIS DRAWING IS COPYRIGHT AND

REMAINS THE PROPOERTY OF ARCH DESIGN, ARCHITECTS AND

ENGINEERS.

2THE ARCHITECT/DESIGNER ACCEPTS NO RESPONSIBLITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE

DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN IN MILLIMETRES.

SECTION-PB[X-X]

scale 1:100

1 : 50 Section 7

A.B.C.D.E.

0BS L2 LAB

StoreOfficeAnte-Room OfficeBS L2+ LAB

GROUND FLOOR LEVEL

ROOF LEVEL

+ 3.150

0.000

5880570059706000

Terrazo Worktops

BSCBSC

ROOF NOTES:

Pre-painted sheets @ 10 deg on

Steel truss to S.E's specs

FLOOR NOTES:

-25mm Terazzo Floor Finish on

-150mm Concrete Slab on -Foundation to S.E's Specs

18.10°

ARCH DESiGN Ltd Plot 20 Hancock Road P.O Box 22946 Tel: 234487/234488 Kampalaarchitecture+ engineering

+management+planning+research

Client: Project: File Name:

DRG NO:

Sheet No:Job No:

Date No:

Drawn by:

Scale:NOTES:

Architect:

Site:

Description:

Notes:

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

CONSULTANCY SERVICES FOR DESIGN OF A LABORATORY OFFICE BLOCK

Uganda Virus Research Institute

1.THE DESIGN OF THE THIS DRAWING IS COPYRIGHT AND

REMAINS THE PROPOERTY OF ARCH DESIGN, ARCHITECTS AND

ENGINEERS.

2THE ARCHITECT/DESIGNER ACCEPTS NO RESPONSIBLITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE

DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN IN MILLIMETRES.

SECTION-PB[Y-Y]

scale 1:100

1 : 75 Section 13

GROUND FLOOR LEVEL

ROOF LEVEL

+ 3.150

0.000

5 4 3 2 1

1 2 3 4 5

GROUND FLOOR LEVEL

ROOF LEVEL

+ 3.500

0.000

ARCH DESiGN Ltd Plot 20 Hancock Road P.O Box 22946 Tel: 234487/234488 Kampalaarchitecture+ engineering

+management+planning+research

Client: Project: File Name:

DRG NO:

Sheet No:Job No:

Date No:

Drawn by:

Scale:NOTES:

Architect:

Site:

Description:

Notes:

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

CONSULTANCY SERVICES FOR DESIGN OF A LABORATORY OFFICE BLOCK

Uganda Virus Research Institute

1.THE DESIGN OF THE THIS DRAWING IS COPYRIGHT AND

REMAINS THE PROPOERTY OF ARCH DESIGN, ARCHITECTS AND

ENGINEERS.

2THE ARCHITECT/DESIGNER ACCEPTS NO RESPONSIBLITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE

DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN IN MILLIMETRES.

1 : 100 Elevation 12 - c

ELEVATION-PB[04]

1 : 100 Elevation 10 - a

ELEVATION-PB[02]

A B C D E

FIRST FLOOR LEVEL

+ 3.150

0.000

E D C B A

GROUND FLOOR LEVEL

FIRST FLOOR LEVEL

+ 3.150

0.000

ELEVATION-PB[01]

scale 1:100

ARCH DESiGN Ltd Plot 20 Hancock Road P.O Box 22946 Tel: 234487/234488 Kampalaarchitecture+ engineering

+management+planning+research

Client: Project: File Name:

DRG NO:

Sheet No:Job No:

Date No:

Drawn by:

Scale:NOTES:

Architect:

Site:

Description:

Notes:

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

CONSULTANCY SERVICES FOR DESIGN OF A LABORATORY OFFICE BLOCK

Uganda Virus Research Institute

1.THE DESIGN OF THE THIS DRAWING IS COPYRIGHT AND

REMAINS THE PROPOERTY OF ARCH DESIGN, ARCHITECTS AND

ENGINEERS.

2THE ARCHITECT/DESIGNER ACCEPTS NO RESPONSIBLITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE

DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN IN MILLIMETRES.

1 : 100 Elevation 11 - b

1 : 100 Elevation 13 - a

ELEVATION-PB[03]

ROOF LEVEL

+ 3.150

0.000

5 4 3 2 1

1 2 3 4 5

GROUND FLOOR LEVEL

ROOF LEVEL

+ 3.500

0.000

ARCH DESiGN Ltd Plot 20 Hancock Road P.O Box 22946 Tel: 234487/234488 Kampalaarchitecture+ engineering

+management+planning+research

Client: Project: File Name:

DRG NO:

Sheet No:Job No:

Date No:

Drawn by:

Scale:NOTES:

Architect:

Site:

Description:

Notes:

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

CONSULTANCY SERVICES FOR DESIGN OF A LABORATORY OFFICE BLOCK

Uganda Virus Research Institute

1.THE DESIGN OF THE THIS DRAWING IS COPYRIGHT AND

REMAINS THE PROPOERTY OF ARCH DESIGN, ARCHITECTS AND

ENGINEERS.

2THE ARCHITECT/DESIGNER ACCEPTS NO RESPONSIBLITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE

DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN IN MILLIMETRES.

1 : 100 Elevation 12 - c

ELEVATION-PB[04]

1 : 100 Elevation 10 - a

ELEVATION-PB[02]

EQ EQ EQ

20 EQ EQ EQ

EQ EQ

WINDOW TYPE W01 WINDOW TYPE W02 WINDOW TYPE W03 WINDOW TYPE W04 WINDOW TYPE W05 WINDOW TYPE W06

8.38MM THICK GLASS IN STEEL

FRAMING

STEEL CASEMENT WINDOW COMPLETE

WITH ALL NECESSARY IRON MONGERY

No. Required- 01

8.38MM THICK GLASS IN STEEL

FRAMING

STEEL CASEMENT WINDOW COMPLETE

WITH ALL NECESSARY IRON MONGERY

No. Required- 03

8.38MM THICK GLASS IN STEEL

FRAMING

STEEL CASEMENT WINDOW COMPLETE

WITH ALL NECESSARY IRON MONGERY

No. Required- 01

8.38MM THICK GLASS IN STEEL

FRAMING

STEEL CASEMENT WINDOW COMPLETE

WITH ALL NECESSARY IRON MONGERY

No. Required- 03

8.38MM THICK GLASS IN STEEL

FRAMING

STEEL CASEMENT WINDOW

COMPLETE

WITH ALL NECESSARY IRON MONGERY

No. Required- 03

8.38MM THICK GLASS IN STEEL

FRAMING

STEEL CASEMENT WINDOW COMPLETE

WITH ALL NECESSARY IRON MONGERY

No. Required- 03

WINDOW SCHEDULE

8.38MM THICK GLASS IN STEEL

FRAMING

STEEL CASEMENT WINDOW COMPLETE

WITH ALL NECESSARY IRON MONGERY

No. Required- 02

DOOR TYPE D03DOOR TYPE D02

DOOR TYPE D01

Standard double leaf casement door

Solid core primed & painted flush door with steel door frames

No. Required-03 No. Required-04 No. Required-09

DOOR SCHEDULE

DOOR TYPE D04

Solid core primed & painted flush door with steel door frames

No. Required-01 vision panels

ARCH DESiGN Ltd Plot 20 Hancock Road P.O Box 22946 Tel: 234487/234488 Kampalaarchitecture+ engineering

+management+planning+research

Client: Project: File Name:

DRG NO:

Sheet No:Job No:

Date No:

Drawn by:

Scale:NOTES:

Architect:

Site:

Description:

Notes:

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

CONSULTANCY SERVICES FOR DESIGN OF A LABORATORY OFFICE BLOCK

Uganda Virus Research Institute

1.THE DESIGN OF THE THIS DRAWING IS COPYRIGHT AND

REMAINS THE PROPOERTY OF ARCH DESIGN, ARCHITECTS AND

ENGINEERS.

2THE ARCHITECT/DESIGNER ACCEPTS NO RESPONSIBLITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE

DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN IN MILLIMETRES.

1 : 50 Window Schedule

1 1 : 50 Door Schedule

17600

10130

20002370183079024608202400820960820270082016003360 200 1800 200

200 10120 200 3870 200 5800 200

62004070101203360 23750

20002370183079024602150127025751270240512703360 200580020017350200

17550 6200

17600

ELEVATION-

EB[01]

ELEVATION- EB[02]

ELEVATION- EB[04]

ELEVATION-

EB[03]

COLD ROOM

SUPERVISION AREA

COLD ROOM(FRIDGE

AREA)

OFFICE CUBICLEOFFICE CUBICLEOFFICE CUBICLE

W03

W01

W04W04W04

W03

D02

D01

D04

D04D04

D04

D04 D04

D04 D04 shsh wc

167024601670

230905 600 150600

200580020038702003600200360020036802001800

23750

D01

1 : 150 Site Layout

ARCH DESiGN Ltd Plot 20 Hancock Road P.O Box 22946 Tel: 234487/234488 Kampalaarchitecture+ engineering

+management+planning+research

Client: Project: File Name:

DRG NO:

Sheet No:Job No:

Date No:

Drawn by:

Scale:NOTES:

Architect:

Site:

Description:

Notes:

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

CONSULTANCY SERVICES FOR DESIGN OF A LABORATORY OFFICE BLOCK

Uganda Virus Research Institute

1.THE DESIGN OF THE THIS DRAWING IS COPYRIGHT AND

REMAINS THE PROPOERTY OF ARCH DESIGN, ARCHITECTS AND

ENGINEERS.

2THE ARCHITECT/DESIGNER ACCEPTS NO RESPONSIBLITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE

DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN IN MILLIMETRES.

: 1

Si te

L ay ou t

EXISTING BUILDING FLOOR PLAN

3300 3300 3300 3300

30003000

TRUSS 01

TRUSS 02

TRUSS 01

T R

U S

T R

U S

TRUSS 05

T R

U S

T R

U S

T R

U S

T R

U S

T R

U S

TRUSS 09

C.B.A. D. E.

5880 5700 5970 6000

23550

5880 5700 5970 6000

23550

RING BEAM & ROOF TRUSS LAYOUT

Scale 1:75

200 1800 200 3680 200 3600 200 3600 200 3870 200 2400 200 3200 200

200580020017550

620017550

RING BEAM (200x300)

R I N

E A

M x

R I N

E A

M x

R I N

E A

M x

R I N

E A

M x

R I N

E A

M x

R I N

E A

M x

R I N

E A

M x

R I N

E A

M x

Z-purlins: 100x50x2.0mm

@ 1000mm O.C spacing

700 1000 1000 1000 1000 1000 1000 700

700 6000 700

700 1120 1000 1000 1000 1000 1120 700

700 6240 700

TRUSS 01

Scale 1:30

TRUSS 04

Scale 1:30

TRUSS 06

Scale 1:30

TRUSS 08

Scale 1:30

TRUSS 09

Scale 1:30

TRUSS 05

Scale 1:30

TOP CHORD : 60x40x3.0mm RHS

BOTTOM CHORD : 60x40x3.0mm RHS

TIES & STRUTS : 40x40x3.0mm SHS

PURLINS : 100x50x2.0mm Z-PURLINS

TOP CHORD : 40x40x3.0mm SHS

BOTTOM CHORD : 40x40x3.0mm SHS

TIES & STRUTS : 40x40x3.0mm SHS

PURLINS : 100x50x2.0mm Z-PURLINS

TOP CHORD : 40x40x3.0mm SHS

BOTTOM CHORD : 40x40x3.0mm SHS

TIES & STRUTS : 40x40x3.0mm SHS

PURLINS : 100x50x2.0mm Z-PURLINS

TOP CHORD : 60x40x3.0mm RHS

BOTTOM CHORD : 60x40x3.0mm RHS

TIES & STRUTS : 40x40x3.0mm SHS

PURLINS : 100x50x2.0mm Z-PURLINS

TOP CHORD : 40x40x3.0mm SHS

BOTTOM CHORD : 40x40x3.0mm SHS

TIES & STRUTS : 40x40x3.0mm SHS

PURLINS : 100x50x2.0mm Z-PURLINS

TOP CHORD : 40x40x3.0mm SHS

BOTTOM CHORD : 40x40x3.0mm SHS

TIES & STRUTS : 40x40x3.0mm SHS

PURLINS : 100x50x2.0mm Z-PURLINS

TRUSS 02

Scale 1:30

TOP CHORD : 40x40x3.0mm SHS

BOTTOM CHORD : 40x40x3.0mm SHS

TIES & STRUTS : 40x40x3.0mm SHS

PURLINS : 100x50x2.0mm Z-PURLINS

TRUSS 03

Scale 1:30

TOP CHORD : 40x40x3.0mm SHS

BOTTOM CHORD : 40x40x3.0mm SHS

TIES & STRUTS : 40x40x3.0mm SHS

PURLINS : 100x50x2.0mm Z-PURLINS

TRUSS 07

Scale 1:30

TOP CHORD : 40x40x3.0mm SHS

BOTTOM CHORD : 40x40x3.0mm SHS

TIES & STRUTS : 40x40x3.0mm SHS

PURLINS : 100x50x2.0mm Z-PURLINS

700 1000 1000 1000 1000 1000 1000 700

700 6000 700

990 1225 1000 1000 1000

4225990

37853130

700 1000 1000 980 635 1000 1000 1000 700

70034002352980700

700 1120

700 6240

1000 1000 1000 1000 1120 700

990 890

990 2830

500 1000 1000 1000

700 1120

700 3100

1000 980

TRUSS 03'

Scale 1:30

TOP CHORD : 40x40x3.0mm SHS

BOTTOM CHORD : 40x40x3.0mm SHS

TIES & STRUTS : 40x40x3.0mm SHS

PURLINS : 100x50x2.0mm Z-PURLINS

990 1225 1000 1000 1000

3675990

RC Ring Beam RC Ring Beam

RC Ring Beam

RC Ring Beam RC Ring Beam

RC Ring Beam

GENERAL NOTES

CLIENT

PROJECT TITLE

DRAWING TITLE

DESIGNED

DRAWN

CHECKED

DATE

SCALE

REVISIONS

SHEET No.:

STR-001

1. DIMENSIONS

1.1. All dimensions are in millimeters unless stated

otherwise.

1.2. Dimensions shall be confirmed on site before

commencement of Construction works.

2. FOUNDATIONS

2.1. They shall be taken 1000mm minimum below

stripped ground level and all excavations shall be confirmed by structural engineer before concrete blinding is laid.

2.2. Weak pockets of bearing strata to be filled with

class 15 mass concrete.

3. CONCRETE MIXES

3.1. All concrete works to be of strength class 20/25

(cylinder strength/cube strength) at 28 days with 20mm maximum aggregate size, unless stated otherwise.

4. STEEL GRADE

4.1. All reinforcing steel to be ribbed high tensile bars

of grade 500 conforming to BS 4449:2005

4.2. All Structural steel to have a minimum yield

strength of 275N/mm2

5. STEEL CONNECTIONS

5.1. All structural steel bolts to be Grade 8.8

5.2. All welded connections to be 6mm thick fillet

welds unless stated otherwise

6. MINIMUM RADIUS FOR SCHEDULING

6.1. For d ≤ 16mm = 2.0d

6.2. For 20 ≤ d ≤ 50mm = 3.5d

where d is the bar diameter

7. MINIMUM COVER TO ALL STEEL

7.1. Foundations = 50mm

7.2. Beams = 25mm

7.3. Columns = 25mm

7.4. Slabs = 25mm

8. ABBREVIATIONS

8.1. RC = Reinforced Concrete

8.2. T = Top layer of reinforcement

8.3. B = Bottom layer of reinforcement

MRG

NHK

JUNE-2021

AS SHOWN

Z-purlins: 100x50x2.0mm @ 1000mm O.C spacing

2M10 Grade 8.8 Bolts with nut & washer

60x60x3.0 EQA cleat, 250mm long.

One leg centrally welded to Top Chord

Roofing sheets to Architect's specifications

16x25mm Self-tapping screws with rubber washer

TYPICAL PURLIN CONNECTION DETAIL (VIEW

PARALLEL TO STEEL TRUSS)

Scale 1:5

Top chord of steel truss (see truss details)

16x25mm Self-tapping screws with rubber washer

Roofing sheets to Architect's specifications

60x60x3.0 EQA cleat, 150mm long.

One leg centrally welded to Top Chord of steel truss

Top chord of steel truss (see truss details)

Z-purlins: 100x50x2.0mm @ 1000mm O.C spacing

2M10 Grade 8.8 Bolts with nut & washer

TYPICAL PURLIN CONNECTION DETAIL (VIEW

PARALLEL TO Z-PURLIN)

Scale 1:5

60x60x5mm EQA Steel angle section @120mm long welded to both sides steel truss

4M12 Grade 8.8 anchor bolts

200x300mm reinforced concrete ring beam

Steel truss to detail

4M12 Grade 8.8 anchor bolts

200x300mm reinforced concrete ring beam

60x60x5mm EQA Steel angle section

@120mm long welded to both sides steel truss

TYPICAL TRUSS TO RING BEAM CONNECTION

DETAIL (ELEVATION)

Scale 1:5

TYPICAL TRUSS TO RING BEAM CONNECTION

DETAIL (PLAN)

Scale 1:5

H8-200

2H16

RING BEAM SECTION

REINFORCEMENT DETAILS

Scale 1:5

30 70 30

40 75 40

Steel Truss 03/08 (secondary)

Steel Truss 04/09 (secondary)

100x120x6mm thick MS plate welded to primary truss

70x120x6mm thick MS plate welded to secondary truss

100x120x6mm thick MS plate

2M12 Grade 8.8 Bolts with nut and washer

TYPICAL MULTIPLE TRUSS CONNECTION DETAIL (PLAN)

Scale 1:5

TYPICAL MULTIPLE TRUSS CONNECTION DETAIL

(SIDE VIEW FOR TOP CONNECTION)

Scale 1:5

70x120x6mm thick MS plate welded to secondary truss

TYPICAL MULTIPLE TRUSS CONNECTION DETAIL

(SIDE VIEW FOR BOTTOM CONNECTION)

Scale 1:5

Steel Truss 01/06 (Primary)

100x120x6mm thick MS plate welded to primary truss

2M12 Grade 8.8 Bolts with nut and washer

Primary truss

Secondary truss

20 50

40 60

20 50

40 60

Primary truss

Secondary truss

70x120x6mm thick MS plate welded to secondary truss

100x120x6mm thick MS plate welded to primary truss

2M12 Grade 8.8 Bolts with nut and washer

GENERAL NOTES

CLIENT

PROJECT TITLE

DRAWING TITLE

DESIGNED

DRAWN

CHECKED

DATE

SCALE

REVISIONS

SHEET No.:

STR-002

1. DIMENSIONS

1.1. All dimensions are in millimeters unless stated

otherwise.

1.2. Dimensions shall be confirmed on site before

commencement of Construction works.

2. FOUNDATIONS

2.1. They shall be taken 1000mm minimum below

stripped ground level and all excavations shall be confirmed by structural engineer before concrete blinding is laid.

2.2. Weak pockets of bearing strata to be filled with

class 15 mass concrete.

3. CONCRETE MIXES

3.1. All concrete works to be of strength class 20/25

(cylinder strength/cube strength) at 28 days with 20mm maximum aggregate size, unless stated otherwise.

4. STEEL GRADE

4.1. All reinforcing steel to be ribbed high tensile bars

of grade 500 conforming to BS 4449:2005

4.2. All Structural steel to have a minimum yield

strength of 275N/mm2

5. STEEL CONNECTIONS

5.1. All structural steel bolts to be Grade 8.8

5.2. All welded connections to be 6mm thick fillet

welds unless stated otherwise

6. MINIMUM RADIUS FOR SCHEDULING

6.1. For d ≤ 16mm = 2.0d

6.2. For 20 ≤ d ≤ 50mm = 3.5d

where d is the bar diameter

7. MINIMUM COVER TO ALL STEEL

7.1. Foundations = 50mm

7.2. Beams = 25mm

7.3. Columns = 25mm

7.4. Slabs = 25mm

8. ABBREVIATIONS

8.1. RC = Reinforced Concrete

8.2. T = Top layer of reinforcement

8.3. B = Bottom layer of reinforcement

FUNDING AGENCY

MRG

NHK

JUNE-2021

AS SHOWN

LED LUMINAIRE 1200MM, (1X17W)

IP65, 4000K LED AS THORN COLLEGE

1 GANG 1WAY SWITCH.

SYMBOL DESCRIPTION

1 GANG 2WAY SWITCH.

LED LUMINAIRE 1200MM, 33W(2X17W)

IP65, 4000K LED AS THORN COLLEGE

LED LUMINAIRE 600MMX600MM,32W

RECCESSED, IP40 AS THORN OMEGA

2 GANG 1WAY SWITCH.

OUTDOOR WALL MOUNTED LIGHTING

WITH 18W, CFL (IP65) 4000K

PC PHOTOCELL

SMOKE DETECTOR

FIRE ALARM SOUNDER

FIRE ALARM CALL POINT

FIRE ALARM PANEL

SYMBOLSYMBOLSYMBOL DESCRIPTION

WIRELESS ACCESS POINT

13A TWIN SWITCHED

SOCKET

13A SINGLE SWITCHED

SOCKET

CONSUMER UNIT

3-COMPARTMENT TRUNKING

(220x650mm)

WH DOUBLE POLE SWITCH FOR

WATER HEATER.

DOUBLE POLE SWITCH

FOR AC UNIT

D EMERGENCY EGRESS

PUSH BUTTON

MAGNETIC DOOR LOCK

ACCESS CONTROLLER

BALANCED MAGNETIC

SWITCH

CTRL

BMS

HEAT DETECTOR

EXIT

EXIT LIGHTS PROVIDED WITH

INTERNAL BATTERY BACK UP

BIOMETRIC ACCESS CONTROL/

CARD READER

TWIN RJ45 DATA POINT

PC PHOTOCELL

WATER HEATER

LEGEND LEGEND

IP BULLET CAMERA

2MP IR VARI-FOCAL DOME NETWORK

CAMERA, HIGH FRAME RATE

13A TWO GANG SWITCHED SOCKET

OUTLET

W S

13A SINGLE SWITCHED

SOCKET

Notes

JUNE 2021

Job No:

Date:

IMK/21/15

Scale:

Drawn By:

NTS

Sheet No:

DRG No:

File Name:NOTES:

1.THE DESIGN OF THIS DRAWING IS COPYRIGHT AND REMAINS THE

PROPERTY OF ARCH DESIGN, ARCHITECTS AND ENGINEERS.

2. THE ARCHITECT/DESIGN ACCEPTS NO RESPONSIBILITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS.

Description:

Project:

SERVER 2013- 1002

ELECTRICAL SCHEDULE OF SYMBOLS

Checked: MS

Client:

AD Studio, 85 Buganda Road, P.O.Box 22946, Tel: 234487 / 234488, KAMPALA.

Architects & Engineers

ARCH DESIGN LTD CONSULTANCY SERVICES FOR DESIGN OF

A LABORATORY OFFICE BLOCK

E01

1/8

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

AutoCAD SHX Text F1

AutoCAD SHX Text L

AutoCAD SHX Text F4

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text L

AutoCAD SHX Text

FAZP

AutoCAD SHX Text

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AutoCAD SHX Text S

AutoCAD SHX Text

A-CTL

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text F1

AutoCAD SHX Text L

AutoCAD SHX Text W urinal

BS L2 LAB

BIO REPOSITORY

C.B.A. D. E.

Store

BSC

ENTRY

LOBBY

Office int ro du ce w all

Ante-Room

Office wc

CLEAN

ROOM

BSC

ne w te rra zo wo rkt op su rfa ce s

BSC

pr ov ide s tai nle ss w or kto p su rfa ce s

BS L2+

LAB

new terrazo worktop surfaces

Fr.

Fr. Fr. Fr. Fr.

1.5 2.4 4.33.1

1.5 2.1 4.33.4

1.5 2.1 4.33.4 sh new terrazo worktop surfaces new terrazo worktop surfaces

1.5 2.4 4.33.1

Store

Emmergency shower

Emmergency shower concrete bench

1.5 2.4 4.33.1

Fr.

MODIFIED FLOOR PLAN

SCALE 1:100

wi re b ru sh al l w all su rfa ce s a nd re pa in t wi re b ru sh al l w all su rfa ce s a nd re pa in t wi re b ru sh al l w all su rfa ce s a nd re pa in t

VERANDAH

J J

EXIT

Notes

JUNE 2021

Job No:

Date:

IMK/21/15

Scale:

Drawn By:

Sheet No:

DRG No:

File Name:NOTES:

1.THE DESIGN OF THIS DRAWING IS COPYRIGHT AND REMAINS THE

PROPERTY OF ARCH DESIGN, ARCHITECTS AND ENGINEERS.

2. THE ARCHITECT/DESIGN ACCEPTS NO RESPONSIBILITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS.

Description:

Project:

E02

SERVER 2013- 1002

LIGHTING LAYOUT:

GROUND FLOOR PLAN Checked: MS

Client:

AD Studio, 85 Buganda Road, P.O.Box 22946, Tel: 234487 / 234488, KAMPALA.

Architects & Engineers

ARCH DESIGN LTD

1:100

2/8

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

CONSULTANCY SERVICES FOR DESIGN OF

A LABORATORY OFFICE BLOCK

AutoCAD SHX Text F1

AutoCAD SHX Text L

AutoCAD SHX Text F1

AutoCAD SHX Text L

AutoCAD SHX Text F1

AutoCAD SHX Text L

AutoCAD SHX Text F1

AutoCAD SHX Text L

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BS L2 LAB

BIO REPOSITORY

C.B.A. D. E.

Store

BSC

ENTRY

LOBBY

Office int ro du ce w all

Ante-Room

Office wc

CLEAN

ROOM

BSC

ne w te rra zo wo rkt op su rfa ce s

BSC

pr ov ide s tai nle ss w or kto p su rfa ce s

BS L2+

LAB

new terrazo worktop surfaces

Fr.

Fr. Fr. Fr. Fr.

1.5 2.4 4.33.1

1.5 2.1 4.33.4

1.5 2.1 4.33.4 sh new terrazo worktop surfaces new terrazo worktop surfaces

1.5 2.4 4.33.1

Store

Emmergency shower

Emmergency shower concrete bench

1.5 2.4 4.33.1

Fr.

MODIFIED FLOOR PLAN

SCALE 1:100

wi re b ru sh al l w all su rfa ce s a nd re pa in t wi re b ru sh al l w all su rfa ce s a nd re pa in t wi re b ru sh al l w all su rfa ce s a nd re pa in t

VERANDAH

Notes

JUNE 2021

Job No:

Date:

IMK/21/15

Scale:

Drawn By:

1:100

Sheet No:

DRG No:

File Name:NOTES:

1.THE DESIGN OF THIS DRAWING IS COPYRIGHT AND REMAINS THE

PROPERTY OF ARCH DESIGN, ARCHITECTS AND ENGINEERS.

2. THE ARCHITECT/DESIGN ACCEPTS NO RESPONSIBILITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS.

Description:

Project:

E03

SERVER 2013- 1002

FIRE DETECTION:

GROUND FLOOR PLAN Checked: MS

Client:

AD Studio, 85 Buganda Road, P.O.Box 22946, Tel: 234487 / 234488, KAMPALA.

Architects & Engineers

ARCH DESIGN LTD

3/8

CONSULTANCY SERVICES FOR DESIGN OF

A LABORATORY OFFICE BLOCK

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

AutoCAD SHX Text

FAZP

AutoCAD SHX Text

BS L2 LAB

BIO REPOSITORY

C.B.A. D. E.

Store

BSC

ENTRY

LOBBY

Office int ro du ce w all

Ante-Room

Office wc

CLEAN

ROOM

BSC

ne w te rra zo wo rkt op su rfa ce s

BSC

pr ov ide s tai nle ss w or kto p su rfa ce s

BS L2+

LAB

new terrazo worktop surfaces

Fr.

Fr. Fr. Fr. Fr.

1.5 2.4 4.33.1

1.5 2.1 4.33.4

1.5 2.1 4.33.4 sh new terrazo worktop surfaces new terrazo worktop surfaces

1.5 2.4 4.33.1

Store

Emmergency shower

Emmergency shower concrete bench

1.5 2.4 4.33.1

Fr.

MODIFIED FLOOR PLAN

SCALE 1:100

wi re b ru sh al l w all su rfa ce s a nd re pa in t wi re b ru sh al l w all su rfa ce s a nd re pa in t wi re b ru sh al l w all su rfa ce s a nd re pa in t

VERANDAH

2W S

W S

2 WS

W S

2 WS

S AC AC

A C

W S

2 WS

W S

2 WS

2W S

W S

2 WS

W S

2 WS

70mm² Copper earth conductor

Earth inspection chamber 300x300x300mm

70mm² Bare copper cable

1200mm Length 90mm Diameter Copper earth electrode driven into ground

UPS

BATT

42U

2W S

2 WS

Notes

JUNE 2021

Job No:

Date:

IMK/21/15

Scale:

Drawn By:

1:100

Sheet No:

DRG No:

File Name:NOTES:

1.THE DESIGN OF THIS DRAWING IS COPYRIGHT AND REMAINS THE

PROPERTY OF ARCH DESIGN, ARCHITECTS AND ENGINEERS.

2. THE ARCHITECT/DESIGN ACCEPTS NO RESPONSIBILITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS.

Description:

Project:

SERVER 2013- 1002

SMALL POWER LAYOUT:

GROUND FLOOR PLAN Checked: MS

Client:

AD Studio, 85 Buganda Road, P.O.Box 22946, Tel: 234487 / 234488, KAMPALA.

Architects & Engineers

ARCH DESIGN LTD

E04

4/8

CONSULTANCY SERVICES FOR DESIGN OF

A LABORATORY OFFICE BLOCK

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

AutoCAD SHX Text

AutoCAD SHX Text W

BS L2 LAB

BIO REPOSITORY

C.B.A. D. E.

Store

BSC

ENTRY

LOBBY

Office int ro du ce w all

Ante-Room

Office wc

CLEAN

ROOM

BSC

ne w te rra zo wo rkt op su rfa ce s

BSC

pr ov ide s tai nle ss w or kto p su rfa ce s

BS L2+

LAB

new terrazo worktop surfaces

Fr.

Fr. Fr. Fr. Fr.

1.5 2.4 4.33.1

1.5 2.1 4.33.4

1.5 2.1 4.33.4 sh new terrazo worktop surfaces new terrazo worktop surfaces

1.5 2.4 4.33.1

Store

Emmergency shower

Emmergency shower concrete bench

1.5 2.4 4.33.1

Fr.

MODIFIED FLOOR PLAN

SCALE 1:100

wi re b ru sh al l w all su rfa ce s a nd re pa in t wi re b ru sh al l w all su rfa ce s a nd re pa in t wi re b ru sh al l w all su rfa ce s a nd re pa in t

VERANDAH

C C

Notes

JUNE 2021

Job No:

Date:

IMK/21/15

Scale:

Drawn By:

1:100

Sheet No:

DRG No:

File Name:NOTES:

1.THE DESIGN OF THIS DRAWING IS COPYRIGHT AND REMAINS THE

PROPERTY OF ARCH DESIGN, ARCHITECTS AND ENGINEERS.

2. THE ARCHITECT/DESIGN ACCEPTS NO RESPONSIBILITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS.

Description:

Project:

SERVER 2013- 1002

DATA LAYOUT:

GROUND FLOOR PLAN Checked: MS

Client:

AD Studio, 85 Buganda Road, P.O.Box 22946, Tel: 234487 / 234488, KAMPALA.

Architects & Engineers

ARCH DESIGN LTD

E05

5/8

CONSULTANCY SERVICES FOR DESIGN OF

A LABORATORY OFFICE BLOCK

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

BS L2 LAB

BIO REPOSITORY

C.B.A. D. E.

Store

BSC

ENTRY

LOBBY

Office int ro du ce w all

Ante-Room

Office wc

CLEAN

ROOM

BSC

ne w te rra zo wo rkt op su rfa ce s

BSC

pr ov ide s tai nle ss w or kto p su rfa ce s

BS L2+

LAB

new terrazo worktop surfaces

Fr.

Fr. Fr. Fr. Fr.

1.5 2.4 4.33.1

1.5 2.1 4.33.4

1.5 2.1 4.33.4 sh new terrazo worktop surfaces new terrazo worktop surfaces

1.5 2.4 4.33.1

Store

Emmergency shower

Emmergency shower concrete bench

1.5 2.4 4.33.1

Fr.

MODIFIED FLOOR PLAN

SCALE 1:100

wi re b ru sh al l w all su rfa ce s a nd re pa in t wi re b ru sh al l w all su rfa ce s a nd re pa in t wi re b ru sh al l w all su rfa ce s a nd re pa in t

VERANDAH

CTRL

BMS

Notes

JUNE 2021

Job No:

Date:

IMK/21/15

Scale:

Drawn By:

1:100

Sheet No:

DRG No:

File Name:NOTES:

1.THE DESIGN OF THIS DRAWING IS COPYRIGHT AND REMAINS THE

PROPERTY OF ARCH DESIGN, ARCHITECTS AND ENGINEERS.

2. THE ARCHITECT/DESIGN ACCEPTS NO RESPONSIBILITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS.

Description:

Project:

SERVER 2013- 1002

SECURITY LAYOUT:

GROUND FLOOR PLAN Checked: MS

Client:

AD Studio, 85 Buganda Road, P.O.Box 22946, Tel: 234487 / 234488, KAMPALA.

Architects & Engineers

ARCH DESIGN LTD

E05

6/8

CONSULTANCY SERVICES FOR DESIGN OF

A LABORATORY OFFICE BLOCK

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

AutoCAD SHX Text D

AutoCAD SHX Text

A-CTL

AutoCAD SHX Text D

AutoCAD SHX Text

A-CTL

AutoCAD SHX Text D

AutoCAD SHX Text

A-CTL

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

A-CTL

AutoCAD SHX Text

A-CTL

321 4 5

FALL

GALVANISED

IRON SHEETS

FALL

GALVANISED

IRON SHEETS

GALVANISED

IRON SHEETS

FALLFALL

FALL

FALL FALLFALL

FALL

MODIFIED ROOF PLAN

SCALE 1:100

AT TB MH EE

Notes

JUNE 2021

Job No:

Date:

IMK/21/15

Scale:

Drawn By:

1:100

Sheet No:

DRG No:

File Name:NOTES:

1.THE DESIGN OF THIS DRAWING IS COPYRIGHT AND REMAINS THE

PROPERTY OF ARCH DESIGN, ARCHITECTS AND ENGINEERS.

2. THE ARCHITECT/DESIGN ACCEPTS NO RESPONSIBILITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS.

Description:

Project:

SERVER 2013- 1002

LIGHTNING LAYOUT: ROOF PLAN

Checked: MS

Client:

AD Studio, 85 Buganda Road, P.O.Box 22946, Tel: 234487 / 234488, KAMPALA.

Architects & Engineers

ARCH DESIGN LTD

E07

7/8

CONSULTANCY SERVICES FOR DESIGN OF

A LABORATORY OFFICE BLOCK

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

AutoCAD SHX Text COPPER AIR TERMINAL (500mm LENGTH, 15mm DIAMETER) AS FURSE

AutoCAD SHX Text

COPPER TEST BLOCK AS FURSE

AutoCAD SHX Text

INSPECTION MANHOLE

AutoCAD SHX Text COPPER EARTH ELECTRODE( 1200mm LENGTH, 9mm DIAMETER)

AutoCAD SHX Text HORIZONTAL CONDUCTOR COPPER TAPE 3x25mm

AutoCAD SHX Text DOWN CONDUCTOR COPPER TAPE 3x25mm

AutoCAD SHX Text

AutoCAD SHX Text BARE FLAT COPPER TAPE 3x25mm AS FURSE

AutoCAD SHX Text Test Block.

AutoCAD SHX Text Earth Electrode.

AutoCAD SHX Text

AutoCAD SHX Text Earthing Detail

Manhole 300x300x300mm internal dimensions

CIR-3

CIR-2

CIR-1

CIR-6

CIR-4

CIR-7

CIR-9

CIR-8

CIR-10

100A

20A

6A LIGHTSWIRED BY 3C x 1.5mm² SC PVC-I COPPER CABLES

6A WIRED BY 3C x 1.5mm² SC PVC-I COPPER CABLES

10A

WIRED BY 3C x 1.5mm² SC PVC-I COPPER CABLES

WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES

SOCKET

CIR-5

10A

WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES

IN RING CIRCUIT32A

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES

WIRED BY 4C x 25mm²

PVC/SWA/PVC COPPER CABLES

LIGHTS

SOCKET

SOCKETWIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES

IN RING CIRCUIT

WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES

IN RING CIRCUIT

BSC 1

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES BSC 2

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES

CIR-11

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES FREEZER,F1

BSC 3

CIR-12

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES FREEZER,F2

CIR-13

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES FREEZER,F3

CIR-14

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES FREEZER,F4

CIR-15

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES FREEZER,F5

CIR-16

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES FREEZER,F6

CIR-17

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES FREEZER,F7

CIR-18

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES

CIR-19

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES

CIR-20

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES

CIR-21

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES

CIR-22

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES

CIR-23

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES

CIR-24

20A WIRED BY 3C x 2.5mm² SC PVC-I COPPER CABLES

CIR-26

CIR-25

WATER HEATER 2

WATER HEATER 1

WIRED BY 3C x 4.0mm² SC PVC-I COPPER CABLES

32A

CIR-28

CIR-27 SPARE

SPARE

CIR-30

CIR-29 SPARE

SPARE

100A 10-WAYS CONSUMER UNIT FOR

LABALATORY OFFICE BLOCK

Notes

JUNE 2021

Job No:

Date:

IMK/21/15

Scale:

Drawn By:

1:100

Sheet No:

DRG No:

File Name:NOTES:

1.THE DESIGN OF THIS DRAWING IS COPYRIGHT AND REMAINS THE

PROPERTY OF ARCH DESIGN, ARCHITECTS AND ENGINEERS.

2. THE ARCHITECT/DESIGN ACCEPTS NO RESPONSIBILITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS.

Description:

Project:

SERVER 2013- 1002

SCHEMATIC LAYOUT

Checked: MS

Client:

AD Studio, 85 Buganda Road, P.O.Box 22946, Tel: 234487 / 234488, KAMPALA.

Architects & Engineers

ARCH DESIGN LTD

E08

7/8

CONSULTANCY SERVICES FOR DESIGN OF

A LABORATORY OFFICE BLOCK

UGANDA VIRUS RESEARCH INSTITUTE

LIG

DESCRIPTIONSYMBOL

NEW MANHOLE

GULLY TRAP

FLOOR DRAIN

DRAINAGE PIPE

CHASED IN WALL

RODING EYE

CHASED IN SLAB

LEGEND

CIW

CIS

LAID IN GROUNDLIG

LAID IN GROUND

COLD WATER SUPPLY

GATE VALVE

DESCRIPTIONSYMBOL

LEGEND

GATE VALVE

SAFETY SHOWER

WATER HOLDING

TANK

VALVE ACCESS

CHAMBER

VAC

ODUODU

BTU

ODU

HIGH WALL MOUNTED

INDOOR UNIT

OUTDOOR UNIT

TO BELOW

BRITISH THERMAL UNIT

OUT DOOR UNIT

COPPER PIPE

AC DRAINAGE PIPE

RCS RUN IN CEILING SPACE

Notes

JUNE 2021

Job No:

Date:

IMK/21/15

Scale:

Drawn By:

NTS

Sheet No:

DRG No:

File Name:NOTES:

1.THE DESIGN OF THIS DRAWING IS COPYRIGHT AND REMAINS THE

PROPERTY OF ARCH DESIGN, ARCHITECTS AND ENGINEERS.

2. THE ARCHITECT/DESIGN ACCEPTS NO RESPONSIBILITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS.

Description:

Project:

SERVER 2013- 1002

MECHANICAL SCHEDULE OF SYMBOLS

Checked: MS

Client:

AD Studio, 85 Buganda Road, P.O.Box 22946, Tel: 234487 / 234488, KAMPALA.

Architects & Engineers

ARCH DESIGN LTD

M01

1/4

CONSULTANCY SERVICES FOR DESIGN OF

A LABORATORY OFFICE BLOCK

UGANDA VIRUS RESEARCH INSTITUTE

BS L2 LAB

BIO REPOSITORY

C.B.A. D. E.

Store

BSC

ENTRY

LOBBY

Office int ro du ce w all

Ante-Room

Office wc

CLEAN

ROOM

BSC

ne w te rra zo wo rkt op su rfa ce s

BSC

pr ov ide s tai nle ss w or kto p su rfa ce s

BS L2+

LAB

new terrazo worktop surfaces

Fr.

Fr. Fr. Fr. Fr.

1.5 2.4 4.33.1

1.5 2.1 4.33.4

1.5 2.1 4.33.4 sh new terrazo worktop surfaces new terrazo worktop surfaces

1.5 2.4 4.33.1

Store

Emmergency shower

Emmergency shower concrete bench

1.5 2.4 4.33.1

Fr.

MODIFIED FLOOR PLAN

SCALE 1:100

wi re b ru sh al l w all su rfa ce s a nd re pa in t wi re b ru sh al l w all su rfa ce s a nd re pa in t wi re b ru sh al l w all su rfa ce s a nd re pa in t

VERANDAH

M H

0Ø

50Ø CIS

RE RE

40Ø CIW

1.5mX1.5m

SAFETY SHOWER

WATER HOLDING

TANK

75Ø LIG

M H

0Ø

110Ø CIS

M H

110Ø LIG NEXT

TO EXISTING

MANHOLE

110Ø

LIG

Instant water heater

2mX2m

SOAK PIT

0Ø

1.5mX1.5m

SOAK PIT

110Ø

0Ø

Notes

JUNE 2021

Job No:

Date:

IMK/21/15

Scale:

Drawn By:

NTS

Sheet No:

DRG No:

File Name:NOTES:

1.THE DESIGN OF THIS DRAWING IS COPYRIGHT AND REMAINS THE

PROPERTY OF ARCH DESIGN, ARCHITECTS AND ENGINEERS.

2. THE ARCHITECT/DESIGN ACCEPTS NO RESPONSIBILITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS.

Description:

Project:

SERVER 2013- 1002

DRAINAGE LAYOUT:

GROUND FLOOR PLAN Checked: MS

Client:

AD Studio, 85 Buganda Road, P.O.Box 22946, Tel: 234487 / 234488, KAMPALA.

Architects & Engineers

ARCH DESIGN LTD

M02

2/4

CONSULTANCY SERVICES FOR DESIGN OF

A LABORATORY OFFICE BLOCK

UGANDA VIRUS RESEARCH INSTITUTE

BS L2 LAB

BIO REPOSITORY

C.B.A. D. E.

Store

BSC

ENTRY

LOBBY

Office int ro du ce w all

Ante-Room

Office wc

CLEAN

ROOM

BSC

ne w te rra zo wo rkt op su rfa ce s

BSC

pr ov ide s tai nle ss w or kto p su rfa ce s

BS L2+

LAB

new terrazo worktop surfaces

Fr.

Fr. Fr. Fr. Fr.

1.5 2.4 4.33.1

1.5 2.1 4.33.4

1.5 2.1 4.33.4 sh new terrazo worktop surfaces new terrazo worktop surfaces

1.5 2.4 4.33.1

Store

Emmergency shower

Emmergency shower concrete bench

1.5 2.4 4.33.1

Fr.

MODIFIED FLOOR PLAN

SCALE 1:100

wi re b ru sh al l w all su rfa ce s a nd re pa in t wi re b ru sh al l w all su rfa ce s a nd re pa in t wi re b ru sh al l w all su rfa ce s a nd re pa in t

VERANDAH

Instant water heater

25Ø FB

COLD WATER

PIPE FROM

SOURCE

25Ø FB

Instant water heater

25Ø CIW

32Ø FA

25Ø CIW

32Ø TA VAC

25Ø GV

32mm HDPE PN10

FOR EMERGENCY

SHOWER

32Ø R

C S

32Ø RCS

25Ø FB

32Ø RCS 32Ø RCS 32Ø RCS

Notes

JUNE 2021

Job No:

Date:

IMK/21/15

Scale:

Drawn By:

NTS

Sheet No:

DRG No:

File Name:NOTES:

1.THE DESIGN OF THIS DRAWING IS COPYRIGHT AND REMAINS THE

PROPERTY OF ARCH DESIGN, ARCHITECTS AND ENGINEERS.

2. THE ARCHITECT/DESIGN ACCEPTS NO RESPONSIBILITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS.

Description:

Project:

SERVER 2013- 1002

WATER SUPPLY LAYOUT:

GROUND FLOOR PLAN Checked: MS

Client:

AD Studio, 85 Buganda Road, P.O.Box 22946, Tel: 234487 / 234488, KAMPALA.

Architects & Engineers

ARCH DESIGN LTD

M03

3/4

CONSULTANCY SERVICES FOR DESIGN OF

A LABORATORY OFFICE BLOCK

UGANDA VIRUS RESEARCH INSTITUTE

P.0 BOX 49, ENTEBBE UGANDA

PLOT NO. 51-59 NAKIWOGO ROAD

AutoCAD SHX Text

FE-C02

AutoCAD SHX Text

FE-C02

BS L2 LAB

BIO REPOSITORY

C.B.A. D. E.

Store

BSC

ENTRY

LOBBY

Office int ro du ce w all

Ante-Room

Office wc

CLEAN

ROOM

BSC

ne w te rra zo wo rkt op su rfa ce s

BSC

pr ov ide s tai nle ss w or kto p su rfa ce s

BS L2+

LAB

new terrazo worktop surfaces

Fr.

Fr. Fr. Fr. Fr.

1.5 2.4 4.33.1

1.5 2.1 4.33.4

1.5 2.1 4.33.4 sh new terrazo worktop surfaces new terrazo worktop surfaces

1.5 2.4 4.33.1

Store

Emmergency shower

Emmergency shower concrete bench

1.5 2.4 4.33.1

Fr.

MODIFIED FLOOR PLAN

SCALE 1:100

wi re b ru sh al l w all su rfa ce s a nd re pa in t wi re b ru sh al l w all su rfa ce s a nd re pa in t wi re b ru sh al l w all su rfa ce s a nd re pa in t

VERANDAH

Instant water heater

5.4KW No. 06

18,000 BTU

ODU

No.01

3.6KW

12,000 BTU

No. 01

3.6KW

12,000 BTU

No. 02

ODU

No.02

7.2KW

24,000 BTU

No. 04

ODU

No.04

ODU

No.06

ODU

No.05

7.2KW

24,000 BTU

No. 05

ODU 7.2KW

24,000 BTU

No. 03

ODU

No.03

Inline Extract Fan, Airflow:

350m3/hr at 50Pa

200x100 Extract Louver

250x100 Extract Grille

ODU

No.07

3.6KW

12,000 BTU

No. 01

Notes

JUNE 2021

Job No:

Date:

IMK/21/15

Scale:

Drawn By:

NTS

Sheet No:

DRG No:

File Name:NOTES:

1.THE DESIGN OF THIS DRAWING IS COPYRIGHT AND REMAINS THE

PROPERTY OF ARCH DESIGN, ARCHITECTS AND ENGINEERS.

2. THE ARCHITECT/DESIGN ACCEPTS NO RESPONSIBILITY FOR

ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS.

Description:

Project:

SERVER 2013- 1002

AC AND EXTRACTION LAYOUT:

GROUND FLOOR PLAN Checked: MS

Client:

AD Studio, 85 Buganda Road, P.O.Box 22946, Tel: 234487 / 234488, KAMPALA.

Architects & Engineers

ARCH DESIGN LTD

M04

4/4

CONSULTANCY SERVICES FOR DESIGN OF

A LABORATORY OFFICE BLOCK

UGANDA VIRUS RESEARCH INSTITUTE

UVRI 2021 - elevations.pdf (p.1)

uvri june 2021.pdf (p.2-12)

uvri june 2021.pdf (p.1-10)

UVRI 2021 - 19 MAY - Sheet - A112 - EXISTING SITE PLAN.pdf.pdf (p.1)

UVRI 2021 - 19 MAY - Sheet - A101 - EXISTING GF PLAN.pdf.pdf (p.2)

UVRI 2021 - 19 MAY - Sheet - A131 - MODIFIED SITE PLAN.pdf.pdf (p.3)

UVRI 2021 - 19 MAY - Sheet - A102 - GROUND FLOOR.pdf.pdf (p.4)

UVRI 2021 - 19 MAY - Sheet - A106 - FIRST FLOOR.pdf.pdf (p.5)

UVRI 2021 - 19 MAY - Sheet - A104 - SECTION X-X.pdf.pdf (p.6)

UVRI 2021 - 19 MAY - Sheet - A130 - SECTION Y-Y.pdf.pdf (p.7)

UVRI 2021 - 19 MAY - Sheet - A108 - ELEVATION-PB04.pdf.pdf (p.8)

UVRI 2021 - 19 MAY - Sheet - A111 - ELEVATION-PB01.pdf.pdf (p.9)

UVRI 2021 - 19 MAY - Sheet - A128 - OPENINGS SCHEDULE.pdf.pdf (p.10)

UVRI 2021 - existing floor plan.pdf (p.11)

uvri M&E (1).pdf

Sheets and Views

uvri M&E-E01

uvri M&E-E02

uvri M&E-E03

uvri M&E-E04

uvri M&E-E05

uvri M&E-E06

uvri M&E-E07

uvri M&E-E08

uvri M&E-M01

uvri M&E-M02

uvri M&E-M03

uvri M&E-M04

210623 NTC Muni - Roof Design.pdf

Sheets and Views

210623 NTC Muni - Roof Design-STR-001

210623 NTC Muni - Roof Design-STR-002

File details come from the government source that posted it. Updated Jul 30, 2021.