Attachment J.3a - Drawings -River Gee.pdf

REPUBLIC OF LIBERIA

UNITED STATES AGENCY FOR INTERNATIONAL DEVELOPMENT

RENOVATION AND CONSTRUCTION OF

MEDICAL STORAGE FACILITIES

River Gee

Volume I - Drawings

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

July 2023

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.

LIST OF SHEETS

GEN-001 - GENERAL NOTES

ARC-101 - EXISTING FLOOR PLAN

ARC-102 - PROPOSED FLOOR PLAN

ARC-103 - FRONT & REAR ELEVATIONS

ARC-104 - RIGHT & LEFT ELEVATIONS

ARC-105 - PROPOSED SHELF LAYOUT PLAN

ARC-106 - PROPOSED SHELF DETAILS

ARC-107 - DOORS & WINDOWS SCHEDULE

ARC-108 - REFLECTED CEILING PLAN

ARC-109 - ROOF SHEETING FLOOR PLAN

ARC-110 - ROOF FRAMING FLOOR PLAN

ARC-111 - TRUSS AND ROOF DETAILS

STR-201 - TURN DOWN SLAB AND LINTEL DETAILS

STR-202 - CMU WALL DETAILS

STR-203 - COLUMN AND BEAM BENDING SCHEDULE

ELE-301 - ELECTRICAL LIGHTING PLAN

ELE-302 - ELECTRICAL POWER PLAN

ELE-303 - ELECTRICAL RISER DIAGRAM

ELE-304 - ELECTRICAL CABLE SCHEDULE

MEC-401- AIR CONDITIONING PLAN

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.

USAID:LIBERIA A&E IDIQ TASK ORDER 2 SUBTASK 3

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

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

72066922D00001

GEN - 001

SHEET TITLE.

SHEET NO.

RIVER GEE

GENERAL NOTESGENERAL NOTES

DN

Elect.

Office

Office

EPI

Dry Store Room

Lobby

W/C

Medical Store

Non Medical Store

+26''

+18''

+0''

+18''

+18''

+26''

+26''

+26'' +26''

+26''

4'- 3"

6'- 0"

6'- 4"

6'- 0"

6'- 0"

6'- 0"

5'- 6"

6'- 0"

6'- 3"

'-4

1'-

6"

6"

'-4

6"

'-4

6"

'-2

4'-9"6'-0"7'-6"6'-0"8'-10"6'-0"7'-5"2'-0"7'-3"6'-0"8'-10"3'-2"1'-9"

6"43'-10"6"5'-2"6"24'-5"6"

75'-5"

2'- 6"

6'- 0"

7'- 4"

6'- 0"

8'- 4"

2'- 0"

8'- 4"

6'- 0"

9'- 3"

6'- 0"

4'- 5"

6"

'-0

6"

'-8

6" 8'-

0" 6"

'-8

6"

'-1

0" 6"

'-2

14'-2"6'-0"12'-8"6'-0"25'-1"6'-0"5'-6"

6"49'-6"6"24'-5"6"

75'-5"

43'-10"

'-4

21'-0" 4'-7" 24'-0"

49'-6"

6'-

'-0

3'- 7"

'-0

24'-5"

'-0

7'-11"16'-0"

'-8

10'-2"

8'- 0"

16'-0"

'-8

16'-0"

'-1

0"

49'-6"

'-4

5'-8"

D

D

D

D

D

D

D

D

D

W

W

W

W

W

W

W

W

W

W

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

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

72066922D00001

ARC-101

SHEET TITLE.

SHEET NO.

RIVER GEE

EXISTING FLOOR PLANEXISTING FLOOR PLAN

FR

O

N T

(P

ER

E

LE

VA

TI

O N

S)

DN

Office

Office

EPI

Dry Store Room

Lobby

W/C

Non Medical Store

+26''

+18''

+18''

+18''

+26''

+26''

+26'' +26''

+26''

4'-9"6'-0"7'-6"6'-0"8'-10"6'-0"7'-5"2'-0"7'-3"6'-0"8'-10"3'-2"1'-9"

6"43'-10"6"5'-2"6"24'-5"6"

75'-5"

2'- 6"

6'- 0"

7'- 4"

6'- 0"

8'- 4"

2'- 0"

8'- 4"

6'- 0"

9'- 3"

6'- 0"

4'- 5"

6"

'-0

6"

'-8

6" 8'-

0" 6"

'-8

6"

'-1

0" 6"

'-2

14'-2"6'-0"12'-8"6'-0"25'-1"6'-0"5'-6"

6"49'-6"6"24'-5"6"

83'-5"

43'-10"

'-4

49'-6"

49'-6"

'-4

'-6

3'- 7"

'-0

24'-5"

'-0

7'-11"16'-0"

'-8

10'-2"

8'- 0"

16'-0"

'-8

16'-0"

'-1

0"

39'-6"

'-4

5'-8"

D

D

D

D

D

D

D

D

D

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

D

Concrete pad for main entrance

9'-6"

Elect.

6'-

0"

D

8'-0"

8'-0"

8'-0"

EXISTING 6'' CMU WALL

NEW WALL 6'' CMU WALL

AA

Receiving Station

Toilet

D

W

5'- 2"

5'- 0"

5'- 2"

4'- 9"

6'- 0"

5'- 6"

'-0

6'-

0" 6'-

4" 6'-

0" 4'-

3"

6"

'-4

6"

'-4

6"

'-2

Medical Store

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

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

72066922D00001

ARC - 102

SHEET TITLE.

SHEET NO.

RIVER GEE

PROPOSED FLOOR PLANPROPOSED FLOOR PLAN

FR

O

N T

(P

ER

E

LE

VA

TI

O N

S)

FRONT ELEVATION

REAR ELEVATION

GL

GL

'-3

9'-

9"

'-3

9'- 9"

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

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

72066922D00001

ARC - 103

SHEET TITLE.

SHEET NO.

RIVER GEE

FRONT & REAR ELEVATIONS

JULY 25, 2023

FRONT AND REAR ELEVATIONS

LEFT ELEVATION

RIGHT ELEVATION

GL

GL

'-3

9'-

9"

'-3

9'- 9"

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

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

72066922D00001

ARC - 104

SHEET TITLE.

SHEET NO.

RIVER GEE

RIGHT & LEFT ELEVATIONS

RIGHT & LEFT ELEVATIONS

METAL STEEL SHELF COMPLETE

WITH #5 BAR ANCHOR BOLTS

#5 Ø Anchor Bolts, 5'' into existing slab

0.5'' Thick Steel Plate

Existing Floor Slab

8''

8''

1.5mm Metal Steel Plate

1.5mm Metal Steel Plate

1.5mm Metal Steel Plate

2'- 6''

2'- 6''

2'- 6''

5''

8'-

1'- 4''

7'-7''

NOTES:

Height of Rack/Shelf 2.7m (8.83 ft) Horizontal Beam Length 2..3m (7.48 ft) Depth of Rack/Shelf 0.9m (2.5 ft) Number of levels 3.0 levels (ground plus two levels with panels) Max Capacity per level 1.1 tons

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

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

72066922D00001

ARC - 106

SHEET TITLE.

SHEET NO.

RIVER GEE

SHELVES DETAILS

PROPOSED SHELF DETAILS

HEIGHT

6'-0''

NO. TYPE

DOOR DIMENSION

WIDTH

QTY. DESCRIPTION

W1

W2 2'-0''

4'- 0'' 13

6mm thk. bronze alum. sliding glass window panels

WINDOWS SCHEDULE

2'- 0''

TOTAL 17

NO. TYPE

DOOR DIMENSION

WIDTH HEIGHT

QTY. DESCRIPTION

2 D2 3'-7'' 7'-0'' 1

DOORS SCHEDULE

7'- 0''

2'-6"

WINDOW SCHEDULE

DOOR SCHEDULE

3 D3 5'-0'' 7'-0'' PANEL DOOR

TOTAL 12

4'-

0''

6'-0"

6'-0''3 W3 4'- 0'' 2

6mm thk. bronze alum. sliding glass window panels

BREEZE BLOCK

5'-0"

7'- 0''

1 D1 3'-0'' 7'-0'' 5

4'- 0''

6'-0"2'-0"

2'- 0''

7'- 0''

3'-7" 7'-

0'' 3'-0"

PANEL DOOR

PANEL DOOR

34 D4 2'-6'' 7'-0'' PLYWOOD DOOR

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

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

72066922D00001

ARC - 107

SHEET TITLE.

SHEET NO.

RIVER GEE

DOORS & WINDOWS SCHEDULE

DOOR AND WINDOW SCHEDULE

Roof Line Designed Plywood nailed on 2" STU. @4' o/c

2''x4'' H.W Cover strip

2''x2'' ceiling joists ceiling joists braces

PLYWOOD PANEL DETAILA

3/8'' plywood ceiling

Corner strip

2''x2'' ceiling joists wall

PLYWOOD PANEL DETAILB

P

P

PP P

P P

P P

P

P

P

P

P

P

P

B

BB

B

C

BB

A

A A

A

A

A

C

C

C

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

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

72066922D00001

ARC - 108

SHEET TITLE.

SHEET NO.

RIVER GEE

REFLECTED CEILING PLAN

REFLECTED CEILING PLAN

81'-5"

Aluminum Alloy, corrugated, 28-gauge

SLOPESLOPE

SLOPESLOPE36

'-1

81'-5"

'-1

'-2

Aluminum Alloy, corrugated, 28-gauge

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

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

72066922D00001

ARC - 109

SHEET TITLE.

SHEET NO.

RIVER GEE

ROOF SHEETING PLAN

ROOF SHEETING FLOOR PLAN

81'-5"

'-1

Aluminum Alloy, corrugated, 28-gauge

SLOPESLOPE

SLOPESLOPE

2" x 4" Rafter @ 3' O/C

2" x 2" Purlin @ 3' O/C

2" x 6" Ridge Board

81'-5"

'-1

'-2

Aluminum Alloy, corrugated, 28-gauge

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

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

72066922D00001

ARC - 110

SHEET TITLE.

SHEET NO.

RIVER GEE

ROOF FRAMING PLAN

ROOF FRAMING FLOOR PLAN

6"x 9" thick reinforced tie beam

28 gauge Aluminum Roofing Sheet

2"x2" wooden ceiling noggings @ 4' on center

3/8''plywood ceiling

4 No.-1/2'' diameter steel bars in tie beam

2" x 4" wooden rafters in truss @3' on center

2"x 2" wooden purlins in truss @ 3' on center

2"x4" wooden braceszing cummings

ENLARGED TRUSS DETAIL

2"X6" wooden wallplate

2"X 6"wedge in wooden truss

2"X4" rafters in truss @ 4' on center

RAFTER/WEDGE DETAILS

TYPICAL DETAIL @ EAVES

DETAIL @ KINGPOST

2"x2" wooden purlins @ 3' on center 2"x2"wooden ceiling noggings @ 4' on center

6" Masonry sandcrete blocks in superstructure wall

6" x 9" thick reinforced tie beam

2'x6" wall plate

4 No.-1/2'' diameter steel bars in tie beam

1/4 hardboard ceiling

5/8'' diameter anchor bolts

1/4 hardboard ceiling

DETAIL @ RIDGE

2"X6" wooden kingpost in truss @4' on center

2"X4" wooden braces in truss

4" hardboard ceiling

2"x6' bottom cords 2"x2" wooden ceiling noggings @ 4' on center

2"x2" wooden purlins @3' on center

Roof cap 2"x4"wooden rafters

@ 3' on center

CL

2"X6" wooden kingpost

ROOFING DETAILS

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

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

72066922D00001

ARC - 111

SHEET TITLE.

SHEET NO.

RIVER GEE

ROOF DETAILS

JULY 25, 2023

TRUSS AND ROOF DETAILS

AutoCAD SHX Text

CL

4''

6'' 6''

1'-0''

1'- 2'' 1'-

6''

#4 Bars @12'' o/c with Grout in New 6'' (CMU) Block.

3 - #4 Bars @ 3'' o/c

Existing Floor Slab

METHOD:

· Saw cut the existing slab to a depth of 1'-6'' from the top of existing slab and excavate depth to 2'-0'' (max)

· Clean and remove all foreign materials

· Compact the soil up to 98% compaction/Standard Proctor.

· Install 3-#4 bars @ 6'' o/c

· Pour concrete with 4000psi (C-25) strength

LINTEL DETAILS

A

A

4 - #4 Bars Straight

#3 Bars @ 12'' o/c

4 - #4 Bars Straight

#3 Bars @ 12'' o/c

SECTION @ A-A

#4 Bars @ 12'' o/c Bent

6''

6''

8''

6''

2'-10''

11'' 11''

PLAN VIEW

TURN-DOWN SLAB DETAILS

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

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

72066922D00001

STR - 201

SHEET TITLE.

SHEET NO.

RIVER GEE

TURN DOWN SLAB & LINTEL DETAILS

TURN DOWN SLAB & LINTEL DETAILS

turn down slab

6''

8''

6''

16''

FILLED CMU BLOCK

Mortar

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

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

72066922D00001

STR - 202

SHEET TITLE.

SHEET NO.

RIVER GEE

GROUTED WALL DETAILS

CMU WALL DETAILS

COLUMN & BEAMS BENDING SCHEDULE

DIAMETER LENGTH SHAPES

#3

#4

#4

20"

Varying Length

LOCATION

Lintel

Lintel / CMU wall

Turn Down Slab Footing

6''

58'' varies

6''

4''

6''

4''

12'' 11'' 11''

12''12''

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

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

72066922D00001

STR - 203

SHEET TITLE.

SHEET NO.

RIVER GEE

COLUMN & BEAM BENDING SCHEDULE

COLUMN & BEAM BENDING SCHEDULE

Toilet

Office

EPI

Dry Store Room

Lobby

C O R R I D O R

Non Medical Store

Elect.

Receiving Station

DRUGS DEPOT

DRUGS DEPOT

S11

S11

S11

S11

S12 S11

S11

S11

S12

S12

S22

S22

S11

LEGEND

22W, 1500mm, 2360 Lumens, Linear Led Batten

14w, 900 Lumens, 325mm dia Surface mounted Led Luminaire

11w, 1100 Lumens, 431mm dia surface mounted Led Luminaire

1 gang, 1 way switch 10A/ 230V

1 gang 2 way switch 10A / 230V

2 gang 2 way switch 10A / 230V

S11

S12

S22

Distribution Panel Board

S12

2-1.5mm2 / 25mmØ

2C-1.5mm2 cable in 1x25mm UPVC conduit for Lights & switches

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

REMARKS

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

72066922D00001

ELE - 301

SHEET TITLE.

SHEET NO.

RIVER GEE

ELECTRICAL LIGHTING PLAN

RIVER GEE ELECTRICAL LIGHTING PLAN

Office

EPI

Dry Store Room

Lobby

C O R R I D O R

Non Medical Store

Elect.

Receiving Station

DRUGS DEPOT

DRUGS DEPOT

S11

LEGEND

2 gang, 230v, 16A 2-gang, 3-pin socket outlet

20A, DP Switch with pilot lamp A/C outlet (wall mounted A/C)

Distribution Panel Board

3C-4.0mm2 cable in 1x32mm UPVC conduit for A/C

3C - 2.5mm2 cable in 1x25mm UPVC conduit for Convenience Receptacles

2 2

NOTES:

1. ALL ELECTRICAL COMPONENTS

TO BE RATED FOR 50 HZ

ELECTRICITY

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

REMARKS

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

72066922D00001

ELE - 302

SHEET TITLE.

SHEET NO.

RIVER GEE

ELECTRICAL POWER PLAN

RIVER GEE ELECTRICAL POWER PLAN

A/C (3C - 4mm2)

A/C (3C - 4mm2)

A/C (3C - 4mm2)

Receptacle (3C - 2.5mm2)

Lights (2C - 1.5mm2)

SP

SP

SP

SP

SP

SP

20A

20A

20A

16A

16A

10A

A/C (3C - 4mm2)

A/C (3C - 4mm2)

A/C (3C - 4mm2)

Receptacle (3C - 2.5mm2)

Lights (2C - 1.5mm2)

SP

SP

SP

SP

SP

SP

20A

20A

20A

20A

16A

10A

63A

TPN

MCCB

1C - 16mm2 GROUND CABLE

4C - 25mm2 Cu PVC INSULATED CABLES

3 - 4mm2 / 32mmØ

2 - 1.5mm2 / 25mmØ

3 - 4mm2 / 32mmØ

2 - 1.5mm2 / 25mmØ

4 - 25mm2 / 50mmØ / Underground

3 - 4mm2 / 32mmØ

3 - 4mm2 / 32mmØ

3 - 4mm2 / 32mmØ

3 - 4mm2 / 32mmØ

A/C (3C - 4mm2) 3 - 4mm2 / 32mmØ

3 - 2.5mm2 / 25mmØ

Receptacle (3C - 2.5mm2) 3 - 2.5mm2 / 25mmØ

3 - 2.5mm2 / 25mmØ

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

REMARKS

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

72066922D00001

ELE - 303

SHEET TITLE.

SHEET NO.

RIVER GEE

ELECTRICAL RISER DIAGRAM

RIVER GEE ELECTRICAL RISER DIAGRAM

CABLE

SIZE (SI)

CABLE AREAS AND DIAMETERS

1.5mm2 1.38mm #16

DIAMETER EQUIVALENT

AWG

2.5mm2 1.79mm #12

4.0mm2 2.26mm #10

25mm2 5.64mm #2

16mm2 4.52mm #4

2C - 1.5mm2 25mmØ

NO. CABLE SIZE CONDUIT SIZE

3C - 2.5mm2 25mmØ

3C - 4.0mm2 32mmØ

4C - 25mm2 50mmØ

NOTE: ALL CABLES ARE COPPER AND PVC INSULATED

WITH MAXIMUM OPERATING TEMPERATURE @ 90°C

1.

2.

4.

3.

CABLE ARRANGEMENT IN CONDUIT

1C - 16mm2 16mmØ5.

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

REMARKS

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

72066922D00001

ELE - 304

SHEET TITLE.

SHEET NO.

RIVER GEE

ELECTRICAL CABLES SCHEDULE

ELECTRICAL CABLES SCHEDULE

Office

EPI

Dry Store Room

Non Medical Store

Elect.

Receiving Station

Drug Depot

LEGEND

Air Conditioner

A/C

A/ C

A/ C

A/ C

A/C A/

C A/

C A/

C

USAID:LIBERIA A&E IDIQ

TASK ORDER 2, SUBTASK 3

RENOVATION & CONSTRUCTION OF MEDICAL

STORAGE FACILITIES

100% DESIGN SUBMITTAL - NOT FOR CONSTRUCTION

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

REMARKS

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

MEC - 401

SHEET TITLE.

SHEET NO.

AIR CONDITIONER PLAN

JULY 25, 2023

MECHANICAL EQUIPMENT SCHEDULE

TAG TYPE DESCRIPTION QUANTITY SIZE

1 Air Conditioner Wall mounted, 220 V GIBSON or equivalent

3 24,000 BTU/Hr

2 Air Conditioner Wall mounted, 220 V GIBSON or equivalent

1 12,000 BTU/Hr

3 Air Conditioner Window mounted, 220 V GIBSON or equivalent

3 9,000 BTU/Hr

AIR CONDITIONER PLAN