Revised -Attachment J.3b - Grand Gedeh Drawings.pdf

REPUBLIC OF LIBERIA

UNITED STATES AGENCY FOR INTERNATIONAL DEVELOPMENT

RENOVATION AND CONSTRUCTION OF

MEDICAL STORAGE FACILITIES

Grand Gedeh

Volume I - Drawings

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

July 2023

..\River Gee Image.jpg

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

A B C D E F G

REMARKS

1310 N Courthouse Rd, Ste 610 Arlington, VA 22201 Ph: +1 703 829 6133 GEN-001

GENERAL NOTES

SYMBOLS AND ABBREVIATIONS

C - CIVIL

DIA. - DIAMETER

H - HEIGHT

IN. - INCH

L - LENGTH

LPP - LIGHTING & POWER PANEL

M - METER

MAX - MAXIMUM

MH - MANHOLE

MIN - MINIMUM

MM - MILLIMETER

OD - OUTSIDE DIAMETER

PV - PHOTOVOLTAIC

SQ - SQUARE

TYP - TYPICAL

UNO - UNLESS NOTED OTHERWISE

W - WIDTH

Ø - DIAMETER

CIVIL NOTES

GENERAL NOTES

1. GENERAL SITE NOTES APPLY TO ALL DRAWINGS

2. IN CASE OF CONFLICTS IN THE CONSTRUCTION DOCUMENTS, THE

CONTRACTOR SHOULD CONTACT THE DESIGN ENGINEER FOR

CORRECTIONS / INTERPRETATIONS

3. ALL SITE PLAN DIMENSIONS ARE IN IMPERIAL DIMENSIONS, UNLESS NOTED

ON THE DRAWINGS

4. THE CONTRACTOR SHALL FULLY COMPLY WITH ALL ZONING REGULATIONS

AND ALL ADDITIONAL LOCAL REGULATIONS REQUIREMENTS:

5. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY WORK

KNOWINGLY PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES, OR

REGULATIONS THE CONTRACTOR SHALL ALSO PERFORM COORDINATION

WITH ALL UTILITIES AND STATE SERVICE AUTHORITIES.

6. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE

OVER SCALED DIMENSIONS THE GENERAL CONTRACTOR SHALL VERIFY

AND IS RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENINGS)

AND CONDITIONS ON THE JOB AND MUST NOTIFY THE ENGINEER OF ANY

VARIATIONS FROM THESE DRAWINGS.

7. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER FUNCTION OF

PLUMBING AND ELECTRICAL SYSTEMS. THE CONTRACTOR SHALL NOTIFY

THE ENGINEER WITH ANY PLAN CHANGES REQUIRED FOR DESIGN AND

FUNCTION OF PLUMBING, HVAC AND ELECTRICAL SYSTEMS.

8. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS

AND METHODS, ACTS OR OMISSIONS OF THE CONTRACTOR, OR FAILURE OF

ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THE

CONSTRUCTION DOCUMENTS, TECHNICAL SPECS AND DEFECT

DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO

THE ATTENTION OF THE ENGINEER BY WRITTEN NOTICE BEFORE

PROCEEDING WITH WORK. REASONABLE TIME NOT ALLOWED THE

ENGINEER TO CORRECT THE DEFECT SHALL PLACE THE BURDEN OF COST

AND LIABILITY FROM SUCH DEFECT UPON THE CLIENT OR CONTRACTOR.

9. ALL MATERIALS AND CONSTRUCTION PRACTICE SHALL MEET THE

PERFORMANCE REQUIREMENT OF THE ENGINEER, WHERE AN ALTERNATIVE

SOLUTION IS PROPOSED, AND PRIOR TO IMPLANTATIONS OR

INSTALLATIONS.

10. THE CONTRACTOR SHALL COORDINATE ALL (HVAC, PLUMBING, ELECTRICAL,

STRUCTURAL, AND ARCHITECTURAL DRAWINGS) AND REPORT

DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO NOTICE OF THE ENGINEER

PRIOR TO EXECUTION OF WORK.

11. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, TECHNICAL

SPECIFICATIONS AND ALL OTHER RELEVANT DOCUMENTATION PRIOR TO

THE COMMENCEMENT OF ANY WORKS AND SHALL REPORT ANY

DISCREPANCIES TO THE ENGINEER FOR CLARIFICATION.

12. THE CONTRACTOR SHALL CONDUCT HIS OWN SITE SURVEY OF THE

EXISTING WORK TO BE CARRIED OUT AND REPORT ACTUAL ELEVATION

(LEVELS) TO THE ENGINEER FOR CLARIFICATION AND VERIFICATION.

13. ALL WALL FINISHES OR CEMENT PLASTERING WORKS ARE TO BE EXTENDED

8 INCHES ABOVE SUSPENDED CEILING LEVEL OR AS INDICATED.

14. NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND

MATERIALS ARE TO BE REVIEWED, COORDINATED AND ARE TO BE APPLIED

TO ALL RELATED DRAWINGS AND DETAILS.

15. CONTRACTOR TO LOCATE ALL ACCESS WAY IN THE CEILING INSTALLATION

FOR SERVICES ACCESS. (UNLESS NOTED OTHERWISE)

16. THE STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND LOADS UNTIL

THE ROOF, FLOOR AND WALLS HAVE BEEN PERMANENTLY FRAMED

TOGETHER AND SHEATHED.

17. THESE DOCUMENT HAVE BEEN PRODUCED IN HARD FORMAT FOR USE BY

THE CONSTRUCTION CONTRACTOR. IF THERE ARE ANY QUESTIONS OR

DISCREPANCIES BETWEEN THESE DOCUMENTS AND COPIES MADE FROM

AN ELECTRONIC FILES, THE HARD COPY DOCUMENTS WILL TAKE

PRECEDENCE. USAID WILL NOT BE RESPONSIBLE FOR ANY VERSIONS OF

THESE DOCUMENTS PRINTED FROM THE ELECTRONIC FIELD BY OTHERS.

18. ALL DIMENSIONS, COORDINATES AND CONDITIONS MUST BE VERIFIED BY

THE CONTRACTORS IN THE FIELD AND ANY DISCREPANCIES SHALL BE

BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING

WITH THE AFFECTED PORTION OF THE WORK.

19. ALL BUILDING LAYOUT DIMENSIONS ARE TO THE OUTSIDE EDGE OF THE

BUILDING WALL

20. EXISTING BENCHMARK AND CONTROL ARE TO REMAIN UNDISTURBED

DURING DEMOLITION AND CONSTRUCTION.

21. THESE DOCUMENT HAVE BEEN PRODUCED IN HARD FORMAT FOR USE BY

THE CONSTRUCTION CONTRACTOR. IF THERE ARE ANY QUESTIONS OR

DISCREPANCIES BETWEEN THESE DOCUMENTS AND COPIES MADE FROM

AN ELECTRONIC FILES, THE HARD COPY DOCUMENTS WILL TAKE

PRECEDENCE. USAID WILL NOT BE RESPONSIBLE FOR ANY VERSIONS OF

THESE DOCUMENTS PRINTED FROM THE ELECTRONIC FIELD BY OTHERS.

DESIGN CRITERIA AND STANDARDS:

THE GENERAL CONTRACTOR SHALL FULLY COMPLY WITH THE LISTED CODES

AND ALL ADDITIONAL LOCAL CODE REQUIREMENTS:

1. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE( ACI 318-14)

2. BUILDING CODE REQUIREMENTS & SPECIFICATIONS FOR MASONRY

STRUCTURES 2011 EDITION.

3. INTERNATIONAL BUILDING CODE 2012 EDITION.

LOADS

LIVE LOAD = 100 PSF

MEDICAL LOAD (EST.) = 120 PSF

SOIL UNIT WEIGHT = 100 PCF

STRUCTURAL CONCRETE

CONCRETE STRENGTH = 4000 PSI (FOR ALL STRUCTURES)

CONCRETE STRENGTH = 4000PSI (FOR COLUMNS)

CONCRETE STRENGTH = 2000 PSI (FOR LEAN CONCRETE)

CONCRETE UNIT WEIGHT = 150 PCF

STRUCTURAL STEEL

STEEL STRENGTH = 60,000 PSI

STEEL UNIT WEIGHT = 490 PCF

REINFORCED CONCRETE:

UNLESS INDICATED OTHERWISE, ALL CONCRETE SHALL HAVE A MINIMUM

COMPRESSIVE STRENGTH OF 4000PSI AT 28 DAYS. CEMENT TO BE USED

IS 42.5R PORTLAND CEMENT OR BETTER.

MINIMUM CONCRETE COVER STEEL SHALL BE PER CORD. AND FOR REBAR

EXPOSED TO SOIL CONCRETE COVER MUST BE 3INCH. ALL OTHERS - SEE

DESIGN AND CODE

ALL REINFORCEMENT STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF

60,000PSI.

LIST OF SHEETS

GEN-001 - GENERAL NOTES

ARC-101 - FLOOR PLAN

ARC-102 - BUILDING SECTIONS

ARC-103 - ROOF SHEETING PLAN

ARC-104 - ROOF FRAMING PLAN

ARC-105 - ROOFING DETAILS

ARC-106 - WINDOWS SCHEDULE

ARC-107 - DOORS SCHEDULE

ARC-108 - SHELF LAYOUT PLAN

ARC-109 - SHELF DETAILS

ELE-201 - ELECTRICAL PLAN

ELE-202 - ELECTRICAL DIAGRAM

ELE-203 - ELECTRICAL GROUNDING DIAGRAM

ELE-203 - CABLE AND CONDUIT SCHEDULE

MEC-301 - HVAC/ AIR CONDITIONING PLAN

PLU-401 - PLUMBING PLAN

JULY 25, 2023

OFFICE -1

DWH -1

Ar c

W ay

DWH -3

DWH -2 OFFICE -2

BATH

Conc. Block Wall

C on c.

B lo ck

W al l

C on c.

B lo ck

W al l

D

D 03

D

D

D

Conc. Stair

Pl yw oo d

Bo ar d St ud W al l

T ot al

A re a:

5.

m

Sliding Glass Window 72''x60''

Sliding Glass Window 72''x60''

Fixed Glass Window 36''x18'' Built @ 2.74m above Conc.

Floor

Sliding Glass Window 36''x48''

Sliding Glass Window 24''x24''

D

'-6

9'

-1 1"

9'-2"13'-1"

9' -1

1"

'-4

6' -1

'-1

22'-9"19'-6"

2'-10"3'-0"8'-1"3'-0"5'-10"7'-4"12'-0"

'-1

1"

23'-9"

43'-9"

5'-6" 3'-2" 10'-10"

'-6

'-6

C on c.

S ta ir

W

W

W

W

W

W

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

A B C D E F G

REMARKS JULY 25, 2023

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

ARC-101

FLOOR PLAN

A A

B B

R oo fin g be lo w

Aluminum Alloy, corrugated, 28-gauge

R oo fin g rid ge c ap

(1 6'

' w id e)

Outline of roof 1''x8'' Fascia board 6'' CMU block wall

1' 'x

8' ' F as ci a bo ar d

1''x8'' Fascia Board

Roofing below

E

C C

B B

43'-9" 3'-0"3'-0"

'-6

3'

-0

7' -5

3'

-0

'-6

49'-9"

3'-0" 17'-0" 3'-0" 23'-9" 3'-0"

49'-9"

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

A B C D E F G

REMARKS JULY 25, 2023

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

'-5

ARC-103

ROOF SHEETING PLAN

2'' x 2'' Purlins @ 30'' o/c both ways

2'' x 6'' Wall plate around building

1''x8'' Fascia board

C on cr et e bl oc k w al l

Roofing below

2'' x 4'' Rafters @ 48'' o/c both ways

2' ' x

'' R id ge b oa rd

Outline of roof R oo fin g be lo w

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

A B C D E F G

REMARKS JULY 25, 2023

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

43'-9" 3'-0"3'-0"

'-6

3'

-0

7' -5

3'

-0

'-6

49'-9"

3'-0" 17'-0" 3'-0" 23'-9" 3'-0"

49'-9"

'-5

ARC-104

ROOF FRAMING PLAN

2'' x 6'' Ridge board

Conc. Block wall

Conc. Tie beam

2''x6'' Bottom chord 2''x2'' ceiling noggings @ 24'' o/c

2''x6'' Wall plate5/8'' Ø Anchor bolts

Hard board Ceiling

3'-0''

2''x2'' Purlins @36'' o/c 2''x4'' Rafter @ 48'' o/c 2''x6'' King post

2''x4'' Roofing members

2''x6'' bottom chord

Hard board Ceiling

2''x2'' ceiling noggings @ 24'' o/c

2''x4'' Rafters @ 48'' o/c

2''x4'' Rafters @ 48'' o/c

2''x6'' Wall plates

2''x6'' Wall plates

2''x6'' Wedge 2''x6'' Wedge

2''x6'' Ridge board

1''x8'' Fascia board

Conc. Block wall

2''x4'' Roofing members

2''x6'' bottom chord

2''x2'' ceiling noggings @

24'' o/c

Hard board Ceiling

2''x2'' Purlins @ 36'' o/c

Aluminum Alloy, corrugated, 28-gauge

3'-0''

2''x4'' Rafter @ 48'' o/c

Hard board Ceiling

4- 1/2'' Ø Rods in Conc. Beam

ENLARGED TRUSS DETAIL @: ''E''

RAFTER/WEDGE DETAILS

TYPICAL EAVE DETAILS @: "E-E"RIDGE DETAILS @: "C-C"

2''x6'' King post 2''x4'' Roofing members 2''x6'' bottom chord

Hard board Ceiling

2''x2'' ceiling noggings @ 24'' o/c

ROOFING DETAILS @: KING POST

2' -0

Conc. Beam

Conc. Beam Conc. Existing

Wall

1''x8'' Fascia Board

5'' Overlaps

2''x4'' Roofing members

Conc. Beam tb 12' - 0"

Fascia Board

Hardboard Ceiling

2''x2'' Purlins @36'' o/cCorrugated Ridge

Cap 2''x4'' Rafters @48'' o/c

2''x2'' ceiling noggings @

24'' o/c

2''x6'' Bottom Chord2''x6'' Wall

Plate

2''x6'' Bottom Chord

2''x6'' Wall Plate Corrugat ed Aluminum 28 gauge Roofing Sheets

Corrugated Ridge Cap

Ceiling Board on 2''x2'' Noggings @

24'' o/c Conc. Block wall Conc. Block wall

Conc. Tie BeamConc. Block wall

18'' Wide Ridge Cap

Aluminum Alloy, corrugated, 28-gauge

2''x4'' Rafters @ 48'' o/c

2'' x 2'' Purlins @ 36'' o/c

2'' x 4'' King Post

TYPICAL HORIZONTAL ROOF

DETAILS @: "B-B"

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

A B C D E

Aluminum Alloy, corrugated, 28-gauge

F G

REMARKS JULY 25, 2023

1310 N Courthouse Rd, Ste 610 Arlington, VA 22201 Ph: +1 703 829 6133 ARC-105ROOFING DETAILS

Proposed Conc.

Block Extension wall

Conc. Tie beam above block wall

Conc. Beam

1'' Plaster on Conc. Extension wall2' -0

TYPICAL

EXTENSION WALL

Conc. Existing Wall

5' -0

6'-0'' 3'-0'' 2'-0'' 3'-0''

4' -0

'' 2' -0

1' -6

2(72'' x 60'')

TAG DESCRIPTION SIZE QTY. WINDOWS FRAME

Double-Exterior Sliding Glass

Single -Exterior Sliding Glass 1

(36'' x 48'')

(24'' x 23'')

(36'' x 18'')

Single -Exterior Sliding Glass

Single -Exterior Glass Window

W

W

W

W

Aluminum Frame

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

A B C D E F G

REMARKS JULY 25, 2023

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

W

W

W 04

W

ARC-106

WINDOW SCHEDULE

Aluminum Frame

Aluminum Frame

Aluminum Frame

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

A B C D E F G

REMARKS JULY 25, 2023

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

D

D

D

D

D

3'-0'' 6'-1''

6' -8

3'-2'' 3'-2'' 3'-2'' 6'

-8

6' -8

1(38'' x 80'')

TAG DESCRIPTION SIZE QTY. DOOR FRAME

Single -Exterior Panel Door

Single -Interior Panel Door 1

(38'' x 80'')

(38'' x 80'')

(36'' x 76'')

Single -Interior Panel Door

Single -Interior Panel Door

Width- 2'' Frame, Header 2'' Frame

1(73'' x 80'')Double -Aluminum Glass Door

D

D

D

D

D

ARC-107

DOOR SCHEDULE

Width- 2'' Frame, Header 2'' Frame

Width- 2'' Frame, Header 2'' Frame

Width- 2'' Frame, Header 2'' Frame

Width- 2'' Frame, Header 2'' Frame

'-1

1"

23'-9"

43'-9"

DWH -3

OFFICE -2

BATH

OFFICE -1

DWH -1

DWH -2

9' -1

1"

9'-2"13'-1"

9' -1

1"

2'-0"4'-4"7'-1"7'-4"2'-0"7'-10"10'-0"2'-0"

2' -0

5'

-1 0"

2' -0

3'

-4

2' -0

3'

-4

2' -0

3'

-4

2' -0

3'

-4

2' -0

3'

-4

2' -0

2'-0" 2'-0" 8'-5" 7'-0" 3'-4" 2'-0"

5' -3

2'

-0

3' -4

2'-0"

7' -0

'-6

12'-0"

8' -7

'-5

'-6

22'-9"

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

A B C D E F G

REMARKS JULY 25, 2023

Xref ..\d0712483\Att1.dwg

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

ARC-108

TYPICAL ALUMINUM SHELVING LAYOUT

Aluminum Shelves

84''

84''24''

8'

6'

2'

8'

6'

2'

84''

FRONT REARSIDE

TOP

Ref. Level 0' - 0"

Fin. Level 8' - 6"

2'

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

A B C D E F G

REMARKS JULY 25, 2023

1310 N Courthouse Rd, Ste 610 Arlington, VA 22201 Ph: +1 703 829 6133 ARC-109

TYPICAL ALUMINUM SHELVING DETAILS

Aluminum Shelves

Aluminum Shelves

Aluminum Shelves

Ref. Level 0' - 0"

Fin. Level 8' - 6"

1"

L3L3

L3 L3

L3L3

L3 L3

L1

L1L1

L1

L2 L2

L4 L5

C01

C01

C02

C02

C04

C02

C02

C02C01

C03C03

ATTENTION

ELECTRICAL

RISK

Panel Box (100amp)

ATTENTION

ELECTRICAL

RISK

KEY LEGEND

SYMBOLS DESCRIPTIONS

Switch Wiring

(AWG)

Receptacle Outlet

2-Way Switch

Ceiling Mounted Lamp

PB

ATTENTION

ELECTRICAL

RISK

1-Way Switch

CO

L

AC01 AC02

AC

AC03

AC01

Air Condition Receptacle Outlet

23'-9"

43'-9"

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

A B C D E F G

REMARKS JULY 25, 2023

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

ELE-201

ELECTRICAL PLAN

Single Phase Energy Meter

63A-30MA Trip Current DR RCD

Sub Circuit

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

Sub Circuit kWh

2C - 10 mm2 Wire/PVC Cable

63A DP MCB

S u r g e A r r e s t e r

GENERATOR

( E X I S T I N G )

20A 20A 10A 10A 10A 10A 10A 20A 20A 20A 20A 20A 20A 20A

220V - CIRCUIT SWITCH

(EXISTING)

ELECTRICAL DISTRIBUTION

BOARD DIAGRAM

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

A B C D E F G

REMARKS JULY 25, 2023

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

DISTRIBUTION BOARD

ELE-202

ELECTRICAL DIAGRAM

DISTRIBUTION BOARD

220V - CIRCUIT

1C - 10 mm2

1C - 10 mm2

SPARE

20A

13A S

Outlets Radials 4 mm2

Wire/PVC

13A S2 Outlets Radials

4 mm2

Wire/PVC

L1

2.5 mm2

WIRE/PVC

L2

2.5 mm2

WIRE/PVC

L3

2.5 mm2

WIRE/PVC

L4

2.5 mm2

WIRE/PVC

L5

2.5 mm2

Wire/PVC

CO1

Outlets Radials

4 mm2

Wire/PVC

CO2

Outlets Radials

4 mm2

Wire/PVC

CO3

Outlets Radials

4 mm2

Wire/PVC

CO4

Outlets Radials

4 mm2

Wire/PVC

ACO1

4 mm2

Wire/PVC

ACO2

4 mm2

Wire/PVC

ACO3

4 mm2

Wire/PVC

ACO4

4 mm2

Wire/PVC

1C - 10 mm2

1C - 10 mm2

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

Jumper

DISTRIBUTION BOARD;

380-220V - CIRCUIT

Enclosures

S u r g e A r r e s t e r

Service Load

Load From Source

Electrical Grounding Diagram

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

A B C D E F G

REMARKS JULY 25, 2023

Xref ..\d0712483\Att1.dwg

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

ELE-203

ELECTRICAL GROUNDING DIAGRAM

CABLE SIZE

(SI)

CABLE AREAS AND DIAMETERS

DIAMETER EQUIVALENT

AWG

2.5mm2 1.79mm #12

4.0mm2 2.26mm #10

10mm2 3.57mm #8

1C - 2.5mm2 16mmØ

NO. CABLE SIZE CONDUIT SIZE

1C - 4mm2 16mmØ

1C - 10mm2 16mmØ

2C - 10mm2 21mmØ

NOTE: ALL CABLES ARE COPPER AND PVC INSULATED

WITH MAXIMUM OPERATING TEMPERATURE @ 90°C

1.

2.

4.

3.

CABLE ARRANGEMENT IN CONDUIT

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

A B C D E F G

REMARKS NOVEMBER 28, 2022

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

ELE-204

CABLE AND CONDUIT SCHEDULE

C01

C01

C02

C02

C04

C02

C02

C02C01

C03C03

Cold Air

18,000 BTU

ATTENTION

ELECTRICAL

RISK

Cold Air

18,000 BTU

Cold Air

12,000 BTU

Cold Air

12,000 BTU

Panel Box (100amp)

ATTENTION

ELECTRICAL

RISK

KEY LEGEND

SYMBOLS DESCRIPTIONS

Receptacle Outlet

2-Way Switch

18,000 BTU Air Conditional

PB

ATTENTION

ELECTRICAL

RISK

1-Way Switch

CO

AC0

Air Condition Receptacle Outlet

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

A B C D E F G

REMARKS JULY 25, 2023

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

'-1

1"

23'-9"

43'-9"

12,000 BTU Air Conditional

AC01 AC02

AC

AC03

MEC-302

HVAC/ AIR CONDITIONING PLAN

1"

OFFICE

-1

DWH -1

DWH -3

DWH -2 OFFICE

-2

4 ' ' P V C Sewage P ipe To Bio Digester S e p t i c T a n k

2 4 ' ' x 2 4 ' ' C o n c .

M a n h o l e

2' ' P

VC

Se w ag e Pi pe

KEY LEGEND

SYMBOLS MATERIALS

WATER CLOSET /WC

FACE BASIN

SEWAGE PVc PIPE LINE

4'' PVC PIPE

2'' PVC PIPE

43'-9"

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

A B C D E F G

REMARKS JULY 25, 2023

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

MEC-101

PLUMBING PLAN