ATTACHMENT - MSGR DRAWINGS.pdf

NOTES

MARINE SECURITY GUARD RESIDENCE

US RESIDENTIAL COMPOUND, JUBA, SOUTH SUDAN

PROJECT

MARINE SECURITY GUARD RESIDENCE

(MSGR)

US RESIDENTIAL COMPOUND

JUBA, SOUTH SUDAN

FUNDER

USAID/SOUTH SUDAN

US EMBASSY COMPOUND

JUBA, SOUTH SUDAN

EMAIL: BAHROBAR@USAID.GOV

CONTACT: BAHRO BAR

STRUCTURAL ENGINEER

GREEN POWERED TECHNOLOGY

1310 N. COURTHOUSE RD, SUITE 610

ARLINGTON, VA 22201

EMAIL: MSISUL@GREENPWRD.COM

CONTACT: MATTHEW SISUL, P.E.

BUILDING CODES

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL EXISTING

BUILDING CODE

CLASSIFICATION OF WORK

REPAIR

CONSTRUCTION TYPE

TYPE II B

OCCUPANCY

R-2

PROJECT DATAPROJECT DIRECTORY

KEY PLAN

THE INTENT OF THIS PROJECT IS TO REPAIR EXISTING INTERIOR NONBEARING WALLS

EXHIBITING LARGE CRACKS. THE REPAIR METHOD IS FERROCEMENT JACKETING.

PROVIDE TEMPORARY LATERAL BRACING FOR THE INTERIOR NONBEARING WALLS

DURING REMOVAL OF EXISTING PLASTER AND INSTALLATION OF FERROCEMENT

JACKETING. TEMPORARILY REMOVE EXISTING CONDUIT AND FIXTURES WITHIN WORK

AREA. PROVIDE TEMPORARY SHORING OF CEILING UNDER ROOF TRUSSES WHERE

TRUSSES INCIDENTALLY BEAR ON INTERIOR WALLS BEING REPAIRED. THE

CONTRACTOR'S WORK SCOPE WILL INCLUDE, BUT WILL NOT BE LIMITED TO,

MOBILIZATION, PROTECTION OF EXISTING AREAS, DUST CONTROL, SHORING, PLASTER

REMOVAL, FERROCEMENT JACKETING, PAINTING, AND CLEANING.

ABBREVIATED SCOPE OF WORK

SCOPE OF WORK

THE INTENT OF THIS PROJECT IS TO REPAIR EXISTING

INTERIOR NONBEARING WALLS EXHIBITING LARGE CRACKS

AT THE MSGR. THE REPAIR METHOD IS FERROCEMENT

JACKETING. SEVEN MAJOR CRACKS WERE IDENTIFIED IN THE

SOUTHWEST SECTION OF THE BUILDING, IN THE COMMON

AREA, BEDROOM 1, PANTRY AND HALLWAYS CONNECTING

COMMON AREA WITH KITCHEN AND PANTRY. THE

CONTRACTOR'S WORK SCOPE WILL INCLUDE, BUT WILL NOT

NECESSARILY BE LIMITED TO THE FOLLOWING:

1. OBTAIN ALL RELEVANT THE BUILDING PERMIT ISSUED BY

THE US EMBASSY AND COMPLY WITH ALL APPLICABLE

LOCAL, NATIONAL, AND UNITED STATES CODES,

STANDARDS, AND REGULATIONS.

2. ESTABLISH AND MAINTAIN A SAFE CONSTRUCTION SITE

FOR WORKERS, AND FOR RESIDENTS AND GUESTS AT

THE PROPERTY.

3. VERIFY ALL INFORMATION PROVIDED IN THIS SET OF

DRAWINGS PRIOR TO STARTING WORK; REQUEST

CLARIFICATION AS NEEDED AND NOTIFY THE ENGINEER

OF ANY DISCREPANCIES.

4. INSTALL PROTECTIVE COVERINGS ON ALL FURNITURE,

WINDOWS, AND INTERIOR ELEMENTS AS WELL AS DUST

PROTECTION.

5. INSTALL BRACING AND SHORING ADJACENT TO

AFFECTED AREAS.

6. PREPARE SURFACES OF EXISTING MASONRY WALLS,

SAWCUT PLASTER AT EXTENTS OF WORK, REMOVE

PLASTER TO SURFACE OF MASONRY USING HAND

TOOLS.

7. CLEAN AND PREPARE MASONRY SURFACES

8. INSTALL FERROCEMENT JACKETING COMPRISING

WELDED WIRE MESH AFFIXED TO MASONRY WITH

MASONRY ANCHORS AND WASHERS. PLACE PLASTER

OVER MESH.

9. CLEAN AND PAINT ALL NEW PLASTER TO MATCH

EXISTING.

10. REMOVE EXCESS MATERIALS AND RESTORE THE SITE TO

ITS PRE-CONSTRUCTION CONDITION.

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 PROJECT 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 TO AT A GIVEN LOCATION SHALL BE

PROVIDED AS THOUGH SHOWN THROUGHOUT UNLESS

OTHERWISE NOTED.

5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS

GOVERN. IN CASE OF A CONFLICT, THE CONTRACTOR

SHALL NOTIFY THE ENGINEER.

6. ALL WORK SHALL CONFORM TO THE CONTRACT

DOCUMENTS, WHICH INCLUDE THE DRAWINGS AND ALL

ADDENDUMS OR MODIFICATIONS ISSUED BY THE

ENGINEER.

7. PERFORM ALL WORK IN ACCORDANCE WITH INDUSTRY

STANDARDS, MANUFACTURER REQUIREMENTS, CODES,

LAWS, ORDINANCES, RULES AND REGULATIONS OF

PUBLIC AUTHORITIES GOVERNING THE WORK. IN CASE

OF DISCREPANCIES, THE CONTRACTOR SHALL NOTIFY

THE ENGINEER BEFORE PROCEEDING.

8. THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND

BE ACQUAINTED WITH ALL 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

PLASTER REMOVAL OPERATIONS BY USE OF BARRIERS

AND OTHER MEANS.

21. ALL MATERIALS STORED ON SITE ARE THE

RESPONSIBILITY OF THE CONTRACTOR. THE OWNER

WILL IDENTIFY LAYDOWN AREAS FOR THE

CONTRACTORS USE, HOWEVER, PROTECTION AND

SECURITY OF THE STORED MATERIAL IS THE

RESPONSIBILITY OF THE CONTRACTOR.

FERROCEMENT 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. UNLESS OTHERWISE NOTED, ALL CONCRETE SHALL BE

FERROCEMENT CONCRETE WITHOUT COARSE

AGGREGATE HAVING A MINIMUM ULTIMATE

COMPRESSIVE STRENGTH OF 2800 PSI AT 28 DAYS. THE

CONTRACTOR MAY BASE THEIR MIX DESIGN ON TYPE M

MORTAR WITH A RATIO OF CEMENT TO SAND TO BE 1:3.

4. CEMENT SHALL BE PORTLAND TYPE I OR SIMILAR.

5. THE MAXIMUM WATER CEMENT RATIO OF ALL CONCRETE

SHALL BE 0.4, U.N.O.

6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064.

DEVELOPMENT LENGTHS OF REINFORCING (Ld, Ldh, OR Lda) SHALL BE DETERMINED IN ACCORDANCE WITH THE

REQUIREMENTS OF ACI 318, CHAPTER 12.

7. ALL MESH SUPPORTS SHALL BE GALVANIZED 10 X 75

STRONG-TIE TITEN HD SCREW ANCHOR, ZINC, OR

SIMILAR OR GRADE 55 ANCHOR. WASHERS 10 X 25 ASTM

F436.

8. REINFORCING MESH SHALL HAVE A MINIMUM CLEAR

COVER OF 10 AGAINST MASONRY AND 40 OUTSIDE FACE.

9. ALL REINFORCING SHALL BE HELD RIGIDLY AND

ACCURATELY IN PLACE, AND PROTECTED AGAINST

DISPLACEMENT BEFORE AND DURING PLACEMENT.

10. 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.

11. IF PIPES OR CONDUITS ARE TO BE REPLACED IN WALLS

THE GENERAL CONTRACTOR OR CONSTRUCTION

MANAGER, PRIOR TO THE START OF WORK, SHALL

SUBMIT TO THE ENGINEER FOR APPROVAL DRAWINGS

SHOWING THE SIZE, LOCATION (VERTICALLY AND

HORIZONTALLY) AND SPACING OF PIPES AND/OR

CONDUITS.

S-001 GENERAL NOTES

S-100 PLAN

S-300 ELEVATIONS

S-301 DETAIL

DRAWING INDEX

S-100

A B C

INFRASTRUCTURE FIELD SUPPORT II:

WORK ASSIGNMENT 03: SOUTH SUDAN

MARINE SECURITY GUARD RESIDENCE

100% DESIGN - CONSTRUCTION DOCUMENTS

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

FILE NAME:

REMARKS JANUARY 31, 2024

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

GENERAL NOTES

S-001

INFRASTRUCTURE FIELD SUPPORT II:WORK ASSIGNMENT 03: SOUTH SUDANMARINE SECURITY GUARD RESIDENCE 100% DESIGN - CONSTRUCTION DOCUMENTSDRAWING NO.REV.NO.DATE DRWNCHKD

DESIGNED BY:DRAWN BY:CROSS CHK'D BY:APPROVED BY:DATE:SHEET CHK'D BY: PROJECT NO.FILE NAME:REMARKS JANUARY 31, 2024 1310 N Courthouse Rd, Ste 610Arlington, VA 22201Ph: +1 703 829 6133

INFRASTRUCTURE FIELD SUPPORT II:WORK ASSIGNMENT 03: SOUTH SUDANMARINE SECURITY GUARD RESIDENCE 100% DESIGN - CONSTRUCTION DOCUMENTSDRAWING NO.REV.NO. DATE DRWNCHKD

DESIGNED BY:DRAWN BY:CROSS CHK'D BY:APPROVED BY:DATE:SHEET CHK'D BY: PROJECT NO.FILE NAME:REMARKS JANUARY 31, 2024 1310 N Courthouse Rd, Ste 610Arlington, VA 22201Ph: +1 703 829 6133

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COMMON

AREA

BEDROOM 1

STORE

HALLWAY

HALLWAY

STORE

STORE

HALLWAY

A B

800 8001450570

1400740

S-300

S-300

S-300

S-300

KEY NOTES

1. INDICATES AREA OF VERTICAL FERROCEMENT JACKETING FROM

BOTTOM OF FLOOR TO CEILING ON EITHER SIDE OF WALL, EXCEPT

WHERE HEAVY ELECTRICAL CONDUIT IS FIXED IN PLACE.

2. INDICATES AREA OF VERTICAL FERROCEMENT JACKETING FROM

BOTTOM OF FLOOR TO CEILING ON SINGLE SIDE OF WALL. LIMIT

HEIGHT OF WORK TO BELOW WHERE HEAVY ELECTRICAL CONDUIT IS

FIXED IN PLACE. PROVIDE CONTINUOUS REINFORCEMENT AROUND

CORNERS.

3. ININDICATES AREA OF VERTICAL FERROCEMENT JACKETING FROM

BOTTOM OF FLOOR TO CEILING ON EITHER SIDE OF WALL, EXCEPT

WHERE HEAVY ELECTRICAL CONDUIT IS FIXED IN PLACE. WRAP

JACKETING AROUND OPENINGS AND CORNERS.

4. INDICATES LOCATION OF STEEL SECURITY DOOR TO BE REMOVED.

GENERAL NOTES:

1. ALL DIMENSIONS SHOWN ARE APPROXIMATY, CONTRACTOR SHALL

VERIFY ALL DIMENSIONS IN FIELD

2. CONTRACTOR SHALL TAKE CARE TO REMOVE EXISTING PLASTIC AND

PVC CONDUIT, SWITCHES AND OUTLETS PRIOR TO AND DURING

PLASTER REMOVAL AND REINSTALL AFTER PAINTING.

3. CONTRACTOR SHALL INSTALL VERTICAL SAWCUT JOINTS UP TO 20MM

DEEP ON EITHER SIDE OF FERROCEMENT JACKETING ONCE PLASTER

HAS SET AND PRIOR TO PAINTING.

4. CONTRACTOR TO PAINT ALL AREAS OF WORK TO MATCH EXISTING

PAINT OR AS DIRECTED BY THE CLIENT.

S-100

A B C

INFRASTRUCTURE FIELD SUPPORT II:

WORK ASSIGNMENT 03: SOUTH SUDAN

MARINE SECURITY GUARD RESIDENCE

100% DESIGN - CONSTRUCTION DOCUMENTS

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

FILE NAME:

REMARKS JANUARY 31, 2024

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

PLAN VIEW

S-100

Scale: 1:30

GROUND FLOOR PLAN1

KEY PLAN

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300 890 2893 820 570

LIMIT ALL WORK TO AREA

BELOW STEEL CONDUIT

CLEAN AND REPLASTER OVER

CRACKS OUTSIDE OF FERROCEMENT

JACKETING AREA

NOTES:

ALL DIMENSIONS PROVIDED ARE

APPROXIMATE. CONTRACTOR SHALL

VERIFY ALL DIMENSIONS IN FIELD.

AREA OF FERROCEMENT

JACKETING

420 800 1060 800

1400740670

CLEAN AND

REPAIR CRACKS

STEEL SECURITY

DOOR TO BE

REMOVED.

800 1450 2570 570

LIMIT ALL WORK TO AREA

BELOW STEEL CONDUIT

CLEAN AND REPLASTER OVER

CRACKS OUTSIDE OF FERROCEMENT

JACKETING AREA

CLEAN AND

REPAIR CRACK 45

STEEL SECURITY

DOOR TO BE

REMOVED.

INFRASTRUCTURE FIELD SUPPORT II:

WORK ASSIGNMENT 03: SOUTH SUDAN

MARINE SECURITY GUARD RESIDENCE

100% DESIGN - CONSTRUCTION DOCUMENTS

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

FILE NAME:

REMARKS JANUARY 31, 2024

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

ELEVATIONS

S-300

Scale: 1:20 INTERIOR WALL ELEVATION1 Scale: 1:20

INTERIOR WALL ELEVATION2

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INTERIOR WALL ELEVATION3

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200 LAP

EACH SIDE 40mm THICK

FERROCEMENT

JACKET MASONRY

REINFORCEMENT

50x50 x GAUGE 10

GALVANIZED

WIRE MESH,

10mm FROM

FACE OF WALL

10MM MASONRY

SCREW WITH 10x25

WASHERS

300 O.C. EACH WAY

CONSTRUCTION SEQUENCE:

1. INSTALL BRACING, SHORING, AND SURFACE PROTECTION

2. REMOVE PLASTIC / PVC CONDUIT AND FIXTURES.

3. REMOVE PLASTER

4. INSTALL FERROCEMENT JACKETING

5. SAW CUT VERTICAL JOINTS ON EITHER SIDE OF AREAS OF

WORK

6. PAINT SURFACES TO MATCH EXISTING

FERROCEMENT JACKETING NOTES:

1. UPON COMPLETION OF PLASTER REMOVALS, MASONRY

WALLS SHALL BE CLEANED OF ALL LOOSE MATERIAL.

2. GAPS IN THE MASONRY WALL SHALL BE FILLED WITH NEW

MASONRY AND NON-SHRINK GROUT.

3. AREAS OF EXCESSIVE MORTAR LOSS SHALL BE REPOINTED.

4. CONTRACTOR TO INSTALL WELDED WIRE MESH (50X50 X

GAUGE 10)

5. WIRE MESH SHALL BE AFFIXED WITH 10 Ø x 75 STRONG TIE

TITEN HD SCREW ANCHOR, ZINC, OR SIMILAR WITH 10 X 25

HARDENED GALVANIZED WASHER. WIRE MESH SHALL BE

INSTALLED 10 AWAY FROM FACE OF MASONRY WALL.

6. FERROCEMENT GROUT SHALL BE PLACED OVER MESH, 20

COVER MINIMUM. MAXIMUM TOTAL THICKNESS SHALL BE NO

GREATER THAN 40.

VA

R

IE

S

PE

R

P

LA

N

VARIES PER PLAN

INFRASTRUCTURE FIELD SUPPORT II:

WORK ASSIGNMENT 03: SOUTH SUDAN

MARINE SECURITY GUARD RESIDENCE

100% DESIGN - CONSTRUCTION DOCUMENTS

DRAWING NO.

REV.NO. DATE DRWN CHKD

DESIGNED BY:

DRAWN BY:

CROSS CHK'D BY:

APPROVED BY:

DATE:

SHEET CHK'D BY:

PROJECT NO.

FILE NAME:

REMARKS JANUARY 31, 2024

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

DETAILS

S-301

Scale: 1:16

REPAIR DETAIL1

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