Appendix B - Architectural Drawings.pdf

LGF BATHROOM BUILDING ARCHITECTURAL

DRAWINGS

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PROJECT DIRECTORY PROJECT DATA

PROJECT

BUILDING CODES

1. ASCE STANDARD

2. OBO BUILDING CODE

LGF BATHROOM BUILDING RENOVATION

U.S EMBASSY COMPOUND

JUBA, SOUTH SUDAN

LGF BATHROOM BUILDING RENOVATION

U.S EMBASSY COMPOUND, JUBA, SOUTH SUDAN

FUNDER

USAID/SOUTH SUDAN

U.S EMBASSY COMPOUND

JUBA, SOUTH SUDAN

EMAIL: RNYARSUK@USAID.GOV

CONTACT: RICHARD NYARSUK

STRUCTURAL ENGINEER

GPTECH

CLASSIFICATION OF WORK

DESIGN AND CONSTRUCTION

ABBREVIATED SCOPE OF WORK

USAID SOUTH SUDAN REQUIRES THE PROVISION OF DESIGN & CONSTRUCTION

SERVICES (LABOR, MATERIALS, EQUIPMENT, MANAGEMENT & SERVICES)

NECESSARY TO RENOVATE AN EXISTING BATHROOM BUILDING FOR THE LOCAL

GUARD FORCE AT THE U.S EMBASSY COMPOUND . THE BUILDING CONSISTS OF

BATHROOM FACILITIES FOR MALE AND FEMALE USERS. IT IS THEREFORE

PARTITIONED INTO TWO MALE SECTIONS AND A FEMALE SECTION. THE BUILDING IS

IN NEED OF IMMEDIATE RENOVATION TO ENHANCE ITS SERVICEABILITY TO MEET

THE DEMANDS OF THE USERS.

KEY PLAN

SCOPE OF WORK

BUILDER'S WORKS

1. DOORS AND WINDOWS

· RETAIN ALL EXISTING EXTERIOR STEEL

DOORS IN MEN'S BATHROOM 1. HOWEVER,

APPLY NEW PAINTING. REPLACE ALL

EXISTING ALUMINIUM DOORS TO TOILETS

AND SHOWER CUBICLES IN MEN'S

BATHROOM 1WITH NEW ONES.

· REPLACE ALL EXISTING EXTERIOR

ALUMINIUM DOORS IN MEN'S BATHROOM 2

AND WOMEN'S BATHROOM WITH NEW ONES.

REPLACE ALL WOODEN DOORS TO TOILETS

AND SHOWER CUBICLES IN THE SAME

FACILITY WITH NEW ALUMINIUM DOORS.

· RETAIN THE STEEL FRAMES ON EXISTING

WINDOWS BUT REPLACE THE CLEAR GLASS

PANES AND ALUMINIUM PANELS WITH

OBSCURE GLASSES IN BOTH FIXED AND

LOCKABLE SASHES FOR THE ENTIRE

BUILDING.

2. FLOOR AND WALL TILES

· REMOVE EXISTING FLOOR AND WALL TILES

INCLUDING THE SCREED AND REPLACE ALL

WITH NEW.

3. CEILING

· REPLACE EXISTING PLYWOOD CEILING

BOARD WITH GYPSUM PVC LAMINATED

TILES (DEW DROP 154) IN SUSPENDED

CEILING COMPRISING 600 X 600 X 15 MM

THICK PANELS CONCEALED 'Z' SUSPENSION

SYSTEM AT 500 MM UNDERSIDE OF ROOF IN

MEN'S BATHROOM 1.

· REPLACE EXISTING GYPSUM SUSPENDED

WITH GYPSUM PVC LAMINATED TILES

(DEW DROP 154) IN SUSPENDED CEILING

COMPRISING 600 X 600 X 15 MM THICK

PANELS LAID ON IMPORTED CONCEALED 'Z'

SUSPENSION SYSTEM AT 500 MM

UNDERSIDE OF ROOF IN MEN'S BATHROOM 2

AND WOMEN'S BATHROOM.

4. ROOFING

· REMOVE ALL EXISTING ROOFING SHEETS

ALONG WITH STEEL TRUSS MEMBERS FOR

ALL THE ROOFS AND REPLACE WITH A NEW

ROOFING STRUCTURE.

· INSTALL ALUMINIUM PERFORATED CEILING

TILES 600 X 600 X 0.6 MM LAID ON IMPORTED

CONCEALED 'Z' SUSPENSION SYSTEM ON

THE EAVE OF THE PROPOSED ROOFING.

5. BATHROOM LOCKERS

· REMOVE AND REPLACE ALL THE EXISTING

LOCKERS IN ALL THE CHANGING ROOMS.

CONTRACTOR'S REQUIREMENTS

THE CONTRACTOR'S REQUIREMENTS INCLUDE,

BUT WILL NOT NECESSARILY BE LIMITED TO

THE FOLLOWING:

6. OBTAIN ALL THE RELEVANT BUILDING

PERMITS ISSUED BY THE U.S EMBASSY AND

COMPLY WITH ALL APPLICABLE LOCAL,

NATIONAL AND UNITED STATE CODES,

STANDARDS AND REGULATIONS

7. ESTABLISH AND MAINTAIN A SAFE

CONSTRUCTION SITE FOR WORKERS , AND

FOR RESIDENTS AND GUESTS AT THE

PROPERTY.

8. VERIFY ALL INFORMATION PROVIDED IN

THIS SET OF DRAWINGS PRIOR TO STARTING

WORK, REQUEST CLARIFICATION AS

NEEDED AND NOTIFY THE ENGINEER OF

ANY DISCREPANCIES.

9. APPLY PLASTER TO SURFACE OF NEWLY

BUILT MASONRY WALLS USING HAND

TOOLS

10. CLEAN AND PAINT ALL NEW PLASTERS TO

MATCH THE REQUIRED.

11. REMOVE EXCESS MATERIALS AND RESTORE

THE SITE TO ITS PRE-CONSTRUCTION

CONDITION

N

LGF

BATHROOM

MH

MH

MH

PAVED

WALKWAY

PAVED WALKWAY

WORKSHOP

SECURITY

ROOM

WATER

HEATER

STORE

DRAWING INDEX

A-001 - GENERAL NOTES

A-002 - GENERAL NOTES

A-003 - AREAL SITE LAYOUT

A-004 - FLOOR & ROOF PLANS

A-005 - SOUTH & NORTH ELEVATIONS

A-006 - WEST & EAST ELEVATIONS

A-007 - TRAVERSE CROSS-SECTION

A-008 - LONGITUDINAL CROSS-SECTION

A-009 - GENERAL SCHEDULES FOR

EXISTING ITEMS

A-010 - NEW ELEVATIONS

A-011 - PROPOSED NEW ROOF LAYOUT

A-012 - PROPOSED NEW ROOF TRUSS

690MM BLOCK APRON COMPOUND PERIMETER

WALL FENCE

WEST CAC

USAID ENGINEERING SUPPORT PROGRAM II:

EMBASSY COMPOUND

LOCAL GUARD FORCE (LGF) BATHROOM BUILDING

RENOVATION WORKS

DRAWING NO. A-OO1

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

FILE NAME: LGF-BATHROOM

REMARKS

MURYE GODFREY

AJANG ISAAC

FEMI ADE GENERAL NOTES

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1310 N Courthouse Rd, Ste 610 Arlington, VA 22201 Ph: +1 703 829 6133

USAID ENGINEERING SUPPORT PROGRAM II:

EMBASSY COMPOUND

LOCAL GUARD FORCE (LGF) BATHROOM BUILDING

RENOVATION WORKS

DRAWING NO. A-OO2

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

FILE NAME: LGF-BATHROOM

REMARKS

MURYE GODFREY

AJANG ISAAC

FEMI ADE GENERAL NOTES

LGF BATHROOM BUILDING RENOVATION

U.S EMBASSY COMPOUND, JUBA, SOUTH SUDAN

GENERAL NOTES

1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION

SITE SAFETY, AS WELL AS THE MEANS AND METHODS OF CONSTRUCTION

INCLUDING TEMPORARY SHORING (AS REQUIRED)

2. THESE PLANS AND DETAILS WERE DEVELOPED FROM LIMITED SITE

OBSERVATIONS. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND

NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES BETWEEN THE

CONSTRUCTION DRAWINGS AND AS-BUILT CONDITIONS.

3. WHERE INDICATED, PLANS AND DETAILS ARE PROVIDED FOR REFERENCE

ONLY TO IDENTIFY LOCATIONS/SCOPES OF WORK.

4. DETAIL CALL-OUTS ARE TYPICAL . WHAT IS SHOWN OR REFERENCED AT

A GIVEN LOCATION SHALL BE PROVIDED AS THOUGH SHOWN THROUGHOUT

UNLESS OTHERWISE NOTED.

5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. INCASE OF A

CONFLICT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER.

6. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENT, WHICH

INCLUDE DRAWINGS AND ALL ADDENDUMS OR MODIFICATIONS ISSUED BY

THE ENGINEER.

7. PERFORM ALL WORK ACCORDING TO INDUSTRY STANDARDS,

MANUFACTURER REQUIREMENTS, CODES, LAWS, ORDINANCES, RULES AND

REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK. INCASE OF

DISCREPANCIES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER BEFORE

PROCEEDING

8. THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND BE ACQUAINTED

WITH THE ALL THE CONDITIONS RELATING TO THE CONSTRUCTION OF THE

PROJECT. THE CONTRACTOR SHALL OBTAIN ALL FIELD MEASUREMENTS

REQUIRED FOR THE ACCURATE FABRICATION AND INSTALLATION OF THE

WORK.

9. THE CONTRACTOR SHALL EXAMINE, READ AND BE THOROUGHLY

FAMILIAR WITH THE CONSTRUCTION DOCUMENTS. SHOULD THE CONTRACTOR

FIND DISCREPANCIES OR OMISSIONS IN THE DRAWINGS AND/OR NOTES, OR

SHOULD THE CONTRACTOR BE IN DOUBT AS TO THE INTENT OR MEANING OF

ANY PARTS OF THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL

REQUEST CLARIFICATION FROM THE ENGINEER PRIOR TO PERFORMING THE

WORK IN QUESTION.

10. THE CONTRACTOR SHALL SUBMIT REQUESTS FOR SUBSTITUTIONS,

REVISIONS OR CHANGES TO THE ENGINEER FOR REVIEW AND ACCEPTANCE

PRIOR TO PURCHASE, FABRICATION OR INSTALLATION.

11. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSPECTIONS

REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK.

12. ALL WORK SHALL BE PERFORMED IN A SAFE AND ORDERLY MANNER

WITHOUT DAMAGE TO OTHER PARTS OF THE PREMISES AND/OR ADJACENT

PROPERTIES . DAMAGE OR LOSS SHALL BE CORRECTED AND/OR REPLACED BY

THE CONTRACTOR AT NO COST TO THE OWNER.

13. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND TEMPORARY

BARRICADES AS REQUIRED DURING CONSTRUCTION WHEN ROADWAYS AND/OR

RIGHT-OF-WAYS ARE BLOCKED DUE TO THE WORK. THE CONTRACTOR SHALL

MINIMIZE DISRUPTION TO TRAFFIC FLOW FOR VEHICLES AND MAINTAIN SAFETY

FOR PEDESTRIANS AT THE PROJECT SITE.

14. THE CONTRACTOR SHALL COORDINATE WORK WITH THE OWNER AND

PROPERTY MANAGER, INCLUDING SCHEDULING TIMES AND LOCATIONS FOR

DELIVERIES, BUILDING ACCESS, USE OF ELECTRICITY AND USE OF WATER.

MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS

15. WORK AREAS SHALL REMAIN SECURE THROUGHOUT CONSTRUCTION. THE

CONTRACTOR SHALL COORDINATE WITH THE OWNER TO ENSURE SECURITY.

16. MAINTAIN EGRESS AND ACCESS TO THE PROPERTY IN ACCORDANCE WITH

CODES AND ORDINANCES.

17. THE SCOPE OF WORK OF THESE REPAIR DRAWINGS ARE LIMITED TO THE

AREAS AND CONDITIONS SHOWN, AND SHALL NOT BE USED BEYOND ITS

SPECIFIED PURPOSE.

18. INSTRUCTIONS FOR ACCESS TO SITE CAN BE FOUND IN THE CONTRACTOR'S

STATEMENT OF WORK.

19. CONTRACTOR TO PROVIDE PROTECTION OF EXISTING FURNITURE AND

SURFACES.

20. CONTRACTOR TO LIMIT DUST AND DEBRIS FROM ALL OPERATIONS BY USE

OF BARRIERS AND OTHER MEANS.

21. ALL MATERIALS STORED ON SITE ARE THE RESPONSIBILITY OF THE

CONTRACTOR. THE OWNER WILL IDENTIFY LAY DOWN AREAS FOR THE

CONTRACTORS USE, HOWEVER, PROTECTION AND SECURITY OF THE STORED

MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR.

CONCRETE

1. ALL CONCRETE WORK SHALL COMPLY WITH "ACI 301:SPECIFICATIONS FOR

STRUCTURAL CONCRETE" LATEST EDITION.

2. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED,FABRICATED,

LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN

ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE

LATEST EDITION OF "ACI 318: BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE AND COMMENTARY" AND 'SP-66: ACI DETAILING MANUAL."

3. CEMENT SHALL BE PORTLAND TYPE I OR SIMILAR.

4. THE MAXIMUM WATER CEMENT RATIO OF ALL CONCRETE SHALL BE 0.4,

UNLESS OTHERWISE STATED.

5. ALL REINFORCEMENT SHALL BE HELD RIGIDLY AND ACCURATELY IN

PLACE, AND PROTECTED AGAINST DISPLACEMENT BEFORE AND DURING

PLACEMENT.

6. PRIOR TO THE START OF WORK, THE CONCRETE CONTRACTOR SHALL

COORDINATE AND DETERMINE WITH THE OWNER ALL DIMENSIONS AND

LOCATIONS OF OPENINGS, ELECTRICAL CONDUIT, AND OTHER SIMILAR ITEMS.

GENERAL NOTES

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NOTES

1. All dimensions measured are in millimeters

(mm).

2. The Workshop, Store, Security Room and

West CAC drawings are not to scale.

3. Do not scale from drawings

LEGEND

1. MH: Man Hole

2. NGL: Natural Ground Level

N

LGF

BATHROOM

MH

MHMH

PAVED

WALKWAY

PAVED WALKWAY

WORKSHOP

SECURITY

ROOM

WATER

HEATER

STORE

Men's Bathroom 2

Women's Bathroom

Water Heater Room

SCALE: 1:100

Men's Bathroom 1

COMPOUND PERIMETER

WALL FENCE

FLOOR A, 1500 MM WIDE,

120 MM ABOVE NGL

690 MM

BLOCK APRON

WEST CAC

USAID ENGINEERING SUPPORT PROGRAM II:

EMBASSY COMPOUND

LOCAL GUARD FORCE (LGF) BATHROOM BUILDING

RENOVATION WORKS

DRAWING NO. A-OO3

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

FILE NAME: LGF-BATHROOM

REMARKS

MURYE GODFREY

AJANG ISAAC

FEMI ADE AREAL SITE LAYOUT

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1430 130 3388

1200 200 1660 1660 1200

280 1430 130 3388 280

280 2900 200 2900 280

280 2160 280

D1

D1

D6

D6

D6

D6

D6

W2

W2W3

W3

W1 W1

D7

D7

D7

D7

D7

D4

D4

D4 D5

D5

D5

D2 D2

2900 2900

NOTES

1. All dimensions measured are in millimeters

(mm).

2. Do not scale from drawings.

3. Schedules for Room Area No. 1 to 10 are provided in Drawing A-007

LEGEND

1. S-0X: Section Number

2. L: Locker Position

2°

2°

2°

Iron sheet roof at a slope of 2 degrees in the direction shown by the arrow

Roof overhang of 580mm

Roof overhang of 580mm

Roof overhang of 580mm

Roof overhang of 580 mm

Roof overhang of 580 mm

Roof overhang of 580 mm

Roof overhang of 430 mm

Roof overhang of 430 mm

Roof overhang of 430 mm

SCALE: 1:100

ROOF A

ROOF B

ROOF C

N

GROUND FLOOR PLAN ROOF FLOOR PLAN

S-02 S-02

S-01 S-01

S-03

S-04

S-04S-03

Iron sheet roof at a slope of 2 degrees in the direction shown by the arrow

Iron sheet roof at a slope of 2 degrees in the direction shown by the arrow

LL

L L

L L L

L

L

L L

L

L

L

L

L

L

L

L

L

DEMOLITIONS AND DOWNTAKINGS

All materials arising from demolitions and downtakings shall be the property of USAID. The materials shall be transported/stored as per USAID's directives and all remaining debris shall be removed from site by the Contractor.

The following are to be demolished or removed:

1. Existing exterior and interior aluminium doors in bathroom facility

2. Interior wooden doors in Men's Bathroom 1 and

Women's Bathroom.

3. Window glazing and aluminium panels in the window sashes for both Men's Bathroom 2 and Women's Bathroom.

4. Floor and wall tiles in all the bathrooms.

5. Plywood board ceiling in Men's Bathroom 1.

6. Gypsum suspended ceiling, 600*600 panels and entire grid system in both Men's Bathroom 2 and Women's Bathroom.

7. Bathroom lockers in all bathrooms.

8. Roofing sheets and all steel trusses from the bathrooms.

9. Extract fans.

MH

ROOF D2°

DRAWING NO. A-004

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

FILE NAME: LGF - BATHROOM

REMARKS

MURYE GODFREY

AJANG ISAAC

FEMI ADE FLOOR & ROOF PLANS

USAID ENGINEERING SUPPORT PROGRAM II:

EMBASSY COMPOUND

LOCAL GUARD FORCE (LGF) BATHROOM BUILDING

RENOVATION WORKS

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GF

RF

5508 933 900 890 21

13502801093

Door Opening

GF

RF

1350 880 565 1200 590 1200 56521

2806600

SOUTH ELEVATION

SCALE: 1:100

NORTH ELEVATION

ROOF C

ROOF A

ROOF C

ROOF B

NOTES

1. All dimensions measured are in millimeters (mm).

2. Do not scale from drawings.

LEGEND

1. RF: Roof Floor

2. GF: Ground Floor

3. Al: Aluminium

Steel window Steel window

Al Door

Roof B

Iron sheet roof at a slope of 2 degrees

Roof at a slope of 2 degrees

Water Heater room

DRAWING NO. A-005

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

FILE NAME: LGF - BATHROOM

REMARKS

MURYE GODFREY

AJANG ISAAC

FEMI ADE EXISTING SOUTH & NORTH ELEVATIONS

USAID ENGINEERING SUPPORT PROGRAM II:

EMBASSY COMPOUND

LOCAL GUARD FORCE (LGF) BATHROOM BUILDING

RENOVATION WORKS

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RF

7230 1830 1825 9205

3200 640 3200 1690

00280

0 26

Water Heater Room

WEST ELEVATION

GF

RF

1720 3200 610 3200 1000 880 1100 880 7500

3320 72509520

SCALE: 1:100

EAST ELEVATION

ROOF C ROOF A

ROOF B

ROOF A

ROOF B

ROOF C

ROOF D

Steel window Steel window Steel door Steel door

Steel windowSteel window

DRAWING NO. A-006

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

FILE NAME: LGF - BATHROOM

REMARKS

MURYE GODFREY

AJANG ISAAC

FEMI ADE EXISTING WEST & EAST ELEVATIONS

USAID ENGINEERING SUPPORT PROGRAM II:

EMBASSY COMPOUND

LOCAL GUARD FORCE (LGF) BATHROOM BUILDING

RENOVATION WORKS

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RF

2801200186020018601200

Water Heater Building Al Door

580580

Women's Bathroom Men's Bathroom 2

Gypsum Ceiling

GF

RF

580 580

280 4948 280

Plywood Ceiling

ROOF A

ROOF C

SCALE: 1:100

NOTES

1. All dimensions measured are in millimeters (mm).

2. Do not scale from drawings.

3. All interior doors in the Men's

Bathroom 2 are wooden

LEGEND

1. RF: Roof Floor

2. GF: Ground Floor

3. Al: Aluminium

Lockers

Lockers

SECTION S-02

SECTION S-01

Male Bathroom 1

DRAWING NO. A-007

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

FILE NAME: LGF - BATHROOM

REMARKS

MURYE GODFREY

AJANG ISAAC

FEMI ADE TRAVERSE CROSS-SECTIONS

USAID ENGINEERING SUPPORT PROGRAM II:

EMBASSY COMPOUND

LOCAL GUARD FORCE (LGF) BATHROOM BUILDING

RENOVATION WORKS

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RF

870 350 870 380 870 400 870 410 870

Water Heater Building

Men's Bathroom 1 Women's Bathroom 7230 3340 280 8960 280

GF

RF

14880 1100 880 210

Men's Bathroom 1 Men's Bathroom 2 280 6670 280

Gypsum Ceiling

Plywood Ceiling

ROOF A

ROOF B

ROOF C

Lockers

ROOF A

ROOF B

ROOF C

Al Door

Wooden Door

Lockers

Wooden Door

NOTES

1. All dimensions measured are in millimeters (mm).

2. Do not scale from drawings.

3. All interior doors in the Men's

Bathroom 2 are wooden

LEGEND

1. RF: Roof Floor

2. GF: Ground Floor

3. Al: Aluminium

SCALE: 1:100

SECTION S-03

SECTION S-04

Changing Room

Steel Windows

Changing Room

DRAWING NO. A-008

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

FILE NAME: LGF - BATHROOM

REMARKS

MURYE GODFREY

AJANG ISAAC

FEMI ADE

LONGITUDINAL CROSS-SECTIONS

USAID ENGINEERING SUPPORT PROGRAM II:

EMBASSY COMPOUND

LOCAL GUARD FORCE (LGF) BATHROOM BUILDING

RENOVATION WORKS

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ROOM SCHEDULE

Room Area

Floor Area

Floor Finish Wall Finish Ceiling Finish Count

Men's Bathroom 1

22 m² Ceramic Tiles, 330*330 Red

White Ceramic Tiles, 200*300 mm, 1.54m high plus paint

Suspended plywood panels

16 m² Ceramic Tiles, 330*330 White

Paint Suspended plywood panels

2 m² Ceramic Tiles, 330*330 White

Suspended plywood panels

2 m² Ceramic Tiles, 330*330 Red

16 m²

Cast in situ concrete Floor

Suspended gypsum panels

2 m² Ceramic Tiles, 330*330 White

2 m² Ceramic Tiles, 300*300 White

13 m² Ceramic Tiles, 300*300 White

3 m² Ceramic Tiles, 300*300 White

2 m² Ceramic Tiles, 330*330 White

Grand total: 22

DOOR SCHEDULE

Mark Description Width (mm) Height

(mm) Count

D1 Steel Door 880 2100 2 D2 Aluminium Door 712 2300 1 D2 Aluminium Door 880 2300 1 D4 Aluminium Door 800 1960 1 D4 Aluminium Door 810 1960 1 D4 Aluminium Door 870 1960 1 D5 Aluminium Door 724 1940 1 D5 Aluminium Door 790 1940 1 D5 Aluminium Door 900 1940 1 D6 Wooden Door 870 1980 5 D7 Wooden Door 870 1980 5 D8 Aluminium Door 802 1940 1

Grand total: 21

WINDOW SCHEDULE

Mark Description Sill Height

(mm) Width (mm) Height(mm) Count W1 Steel frames and thick glass window

1800 1200 570 2

W2 Steel frames and thick glass window

1800 3200 600 2

W3 Steel frames and thick glass window

1800 3200 600 2

Grand total: 6

S/N

Bathroom

Men's Bathroom 2

Women's Bathroom

2 m² Ceramic Tiles, 300*300 White

3 m² Paint 1

5Water Heater

Ceramic Tiles, 300*300 White

Concrete slab

White Ceramic Tiles, 200*300 mm, 1.75m high plus paint

White Ceramic Tiles, 200*300 mm, 1.5m high plus paint

White Ceramic Tiles, 200*300 mm, 1.79m high plus paint

White Ceramic Tiles, 200*300 mm, 1.79m high plus paint

White Ceramic Tiles, 200*300 mm, 1.75m high plus paint

White Ceramic Tiles, 200*300 mm, 1.79m high plus paint

White Ceramic Tiles, 200*300 mm, 1.79m high plus paint

White Ceramic Tiles, 200*300 mm, 1.79m high plus paint

White Ceramic Tiles, 200*300 mm, 1.5m high plus paint

Suspended plywood panels

Suspended gypsum panels

Suspended gypsum panels

Suspended gypsum panels

Suspended gypsum panels

Suspended gypsum panels

Suspended gypsum panels

DRAWING NO. A-009

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

FILE NAME: LGF - BATHROOM

REMARKS

MURYE GODFREY

AJANG ISAAC

FEMI ADE GENERAL SCHEDULES FOR EXISTING ITEMS

USAID ENGINEERING SUPPORT PROGRAM II:

EMBASSY COMPOUND

LOCAL GUARD FORCE (LGF) BATHROOM BUILDING

RENOVATION WORKS

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Water Heater

GF

880 565 1200 590 1200 565 880

ROOF C

NEW SOUTH ELEVATION

GF

5307 933 900 890 21

ROOF A

ROOF C

ROOF B

NEW SOUTH ELEVATION

SCALE: 1:100

GF

7230 1830 1825 9205

1360 280

GF

1720 3200 610 3200 1000 880 1100 880 7500

3320 72509520

3200 640 3200 1690

0 26

ROOF A

ROOF B

ROOF C

ROOF A ROOF B

ROOF C

WEST ELEVATION

EAST ELEVATION

SCALE: 1:100

Steel window Steel windowAl door Al door

Steel door Steel door

Steel window Steel window Steel door Steel door

DRAWING NO. A-010

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

FILE NAME: LGF - BATHROOM

REMARKS

MURYE GODFREY

AJANG ISAAC

FEMI ADE NEW ELEVATIONS

USAID ENGINEERING SUPPORT PROGRAM II:

EMBASSY COMPOUND

LOCAL GUARD FORCE (LGF) BATHROOM BUILDING

RENOVATION WORKS

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14.5°

14.5°

14.5°

ROOF A

ROOF B

ROOF C

PROPOSED ROOF FLOOR PLAN

SCALE: 1:100

NOTES

1. All dimensions measured are in millimeters

(mm).

2. Do not scale from drawings.

ROOF D

2°

ROOF DESIGN DETAILS

1. Roofs A, B and C shall be constructed as shown in the sheet A-010.

2. Roof D shall be constructed maintaining the existing design i.e. 26G Roofing sheets screwed to 60x40x3mm purlins at 900mm c/c welded to RHS 80x40x3mm wall plates.

3. The bottom chords/ truss framing is placed at 1500 mm c/c spacing from each otherROOF A

ROOF B

ROOF C

PROPOSED ROOF TRUSS PLAN

SCALE: 1:100

ROOF D

RHS Purlins spaced at 900 mm c/c unless otherwise stated

Steel truss spaced 1500 mm c/c unless otherwise stated

Roof overhang of 600 mm

Roof overhang of 600 mm

Iron sheet roof at a slope of 14.5 degrees in the direction shown by the direction of the arrow

Roof overhang of 600 mm

Roof overhang of 600 mm Roof overhang of 600 mm

Iron sheet roof at a slope of 14.5 degrees in the direction shown by the arrow

Roof overhang of 600 mm

Iron sheet roof at a slope of 14.5 degrees in the direction shown by the arrow

Roof overhang of 600 mm

Roof overhang of 600 mm

DRAWING NO. A-011

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

FILE NAME: LGF - BATHROOM

REMARKS

MURYE GODFREY

AJANG ISAAC

FEMI ADE PROPOSED NEW ROOF LAYOUT

USAID ENGINEERING SUPPORT PROGRAM II:

EMBASSY COMPOUND

LOCAL GUARD FORCE (LGF) BATHROOM BUILDING

RENOVATION WORKS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ROOF C

ROOF A & ROOF B

SCALE: 1:100

NOTES

1. All dimensions measured are in millimeters (mm).

2. Do not scale from drawings.

3. All welds are 8 mm fillet welds

4. All gusset plates are mild steel 3 mm plates

5. The new wall shall be mechanically tied to the already existing masonry using hoop iron

LEGEND

1. PVC: Polyvinyl Chloride

2. RHS: Rectangular Hollow Section

280 mm existing brick wall masonry

Wall Plate RHS, 80x40x3 mm

King Post RHS, 80x40x3 mm

Struts, Ties RHS, 80x40x3 mm

Purlins RHS, 60x40x3 mmGauge 26 roofing sheet

1595 1575

PVC 6"

600 600 Aluminium perforated ceiling 600x600x0.6 mm

Purlins RHS, 60x40x3 mm

Struts, Ties RHS, 80x40x3 mm

Wall Plate RHS, 80x40x3 mm

King Post RHS, 80x40x3 mm

280 mm brick wall

Aluminium perforated ceiling 600x600x0.6 mm

Gauge 26 roofing sheet

PVC 6"

5320600 600

Gusset plate 180x110x3 mm

Gusset plate 180x110x3 mm

Angle section 40x40x3 mm

Gusset Plate, fabricated accordingly at site

Gusset Plate, 110x110x3 mm

Gusset Plate, 180x110x3 mm

1530 1450

150 mm new brick wall

150 mm new brick wall

1262 12621318 1358

Gusset Plate, fabricated accordingly at site

DRAWING NO. A-012

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

FILE NAME: LGF - BATHROOM

REMARKS

MURYE GODFREY

AJANG ISAAC

FEMI ADE PROPOSED NEW ROOF TRUSSES

USAID ENGINEERING SUPPORT PROGRAM II:

EMBASSY COMPOUND

LOCAL GUARD FORCE (LGF) BATHROOM BUILDING

RENOVATION WORKS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text