05 Architectural 2.pdf

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Biloxi Building 1 Renovation - Biloxi, MS -- Y1DA
Solicitation number
QSE--36C10F24R50025
Issued by

About this file

This document package includes a pre-solicitation notice and draft solicitation for the Biloxi Building 1 Renovation project in Biloxi, Mississippi. The scope of work involves selective demolition, exterior building envelope alterations, and interior renovation of areas within Building 1, including upgrades to HVAC, plumbing, electrical, telecommunications, chilled water systems, and fire protection systems. Limited structural, mechanical, and electrical work will occur on the occupied second floor. The contractor must also monitor the existing building foundation system throughout the project duration. The Department of Veterans Affairs Office of Construction and Facilities Management will award a firm fixed-price contract for the project, identified as number 520-317X. The pre-solicitation notice seeks industry feedback on the draft solicitation to further define requirements.

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Other files

File Type Posted
C28_Specifications Vol I (Biloxi Bldg 1 Reno) - 10.27.23.pdf PDF
Building 1 Inventory (b).pdf PDF
05 Architectural 4.pdf PDF
05 Architectural 1b.pdf PDF
01 General.pdf PDF
Building 1 Inventory (a).pdf PDF
Biloxi VA Reno B1_103287_SET_H.pdf PDF
10 Electrical_1.pdf PDF
13 Reference Drawings.pdf PDF
08 Plumbing_2a.pdf PDF
A-dec Floor Plan - VA Biloxi - Rev 2-24-23-Preliminary.pdf PDF
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09 Mechanical_2.pdf PDF
07 Fire Protection.pdf PDF
A-dec Floor Plan - VA Biloxi - Rev 2-24-23-ELEVATIONS.pdf PDF
000000 Cover Page Appendix.pdf PDF
09 Mechanical_1.pdf PDF
04 Structural 1.pdf PDF
04 Structural 2.pdf PDF
LOCQ7780-03-SWS-Biloxi VA Dental Lab Drawing 1-5.pdf PDF
10 Electrical_2.pdf PDF
05 Architectural 3.pdf PDF
08 Plumbing_1.pdf PDF
Building 1 Inventory (d).pdf PDF
05 Architectural 1a.pdf PDF
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Adec Submittal - VA Biloxi.pdf PDF
11 Telecommunication.pdf PDF
VA Biloxi 3rd Floor Footwall 2-13-23 FINAL-30x42.pdf PDF
Building 1 Inventory (c).pdf PDF
S02_DRAFT SOLICITATION (36C10F24R50025) - 02.07.24.pdf PDF
VA Biloxi 4th Floor Footwall 2-13-23 FINAL-30x42.pdf PDF
C28_Specifications Vol II (Biloxi Bldg 1 Reno) - 10.27.23.pdf PDF
06 Interior.pdf PDF
Pre-Solicitation Notice - Sources Sought Notice - Biloxi Bldg 1 Reno.docx DOCX document
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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

520-317X

Dwg. of

BILOXI, MISSISSIPPI

C U s e rs \p c h o i\ D o c u m e n ts \1

V A

M C

-B ilo x i B u ild in g

R

C e n tr a l m o d e l

-9 -1

Y e u n y o u n g .r v t

/2

/2

:2

:0

A

M

AE101

1ST FLOOR PLAN - SHELL RENOVATE BUILDING 1

Revisions: Date:

UP

AE203

AE203

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22

G

F

E

D

C

B

A

CENTRAL STAIR

1A101

WEST STAIR

1B110

EAST STAIR

1A133

AE202

AE202

AA A

C C C

B B B B B B B B B B B B

C C C

D

D

D

D D

AE304

E E E

E

F

3/32" = 1'-0"AE106

1 FLOOR PLAN - LEVEL 1

H H

N H

N H

N

M

EN

EN

DH

AE203

AE304

AD212

E404

LA CD

LAUNDRY

CHUTE

AE5032AE126

AE5032AE126

AE5032AE126

THOMAS OLESAK, ARCHITECT

1050 HOYT AVE WEST ST PAUL, MN 55117

952-451-0460

MS Lic # 5505

59 238

3/32" = 1'-0"

1 1ST FLOOR PLAN - SHELL

AE101

1 1

0 8' 16' 32' 3/32" = 1'-0" BID DOCUMENTS

CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.

UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN DRAWINGS AND EXISTING CONDITIONS OR

UPON DISCOVERY OF UNKNOWN CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK

AS INDICATED IN THE DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

ARCHITECT & RESIDENT ENGINEER, IN WRITING, OF THE CONDITION IN QUESTION BEFORE

PROCEEDING WITH WORK IN THE AREA.

CONTRACTOR SHALL MAINTAIN SAFE METHODS OF EGRESS FOR OCCUPIED PORTIONS OF

BUILDING AND IN SITE AREA DURING CONSTRUCTION.

DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT & RESIDENT ENGINEER

BEFORE CONTINUING WITH THE CONSTRUCTION.

COORDINATE WORK WITH OTHER PHASES

COORDINATE SITE LAYOUT / ACCESS / WORK AREAS / LAYDOWN AREAS / PHASING WITH RESIDENT

ENGINEER.

ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF MASONRY, GYPSUM BOARD UNLESS NOTED

OTHERWISE

DIMENSIONS AT WINDOW LOCATIONS ARE TO BE COORDINATED WITH WINDOW SYSTEMS

SEE SHEET AE603 FOR CURTAINWALL AND WINDOW TYPES

SEE SHEET AE502 FOR TYPICAL CURTAINWALL AND COLUMN CONSTRUCTION DETAILS

SEE ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL INFORMATION

PROVIDE SEALANT AT INTERSECTIONS OF DISSIMILAR MATERIALS AND AROUND ALL

PENETRATIONS. WATERPROOF COATING TO RUN OVER THE TOP OF SEALANT, TYP

FLOOR PLAN GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

EXISTING TO REMAIN

FLOOR PLAN LEGEND

NEW CONSTRUCTION

KEYNOTE

WINDOW TYPE

EXISTING STRUCTURAL CROSS BRACING TO REMAIN

A

A

APPLY BLAST FILM TO INTERIOR OF ALL EXISTING WINDOW,

SEE SPECS SECTION 08 80 00.

APPLY GUNABLE SEALANT OVER BUTYL TAPE AT ALL EXISTING WINDOWS.

REINSTALL REFINISHED RAILINGS. FILL ANY SOCKETS IN STONE WITH EPOXY.

REMOVE BOTTOM OF POST S IF APPLICABLE AND PROVIDE L-BRACKET TO FASTEN

TO RAIL TO ADJACENT COLUMN.

REINSTALL SHUTTERS.

INFILL CAVITY WHERE TERRA COTTA BRICK WAS REMOVED,

SEE DETAILS SHEET S404.

INFILL CAVITY BELOW EXISTING PUNCHED WINDOW OPENING,

SEE STRUCTURAL DETAILS ON S406.

INSTALL ALUMINUM CURTAINWALL UNIT IN EXISTING OPENING ACCORDING TO

MANUFACTURER'S RECOMMENDATIONS.

INSTALL ALUMINUM WINDOW IN EXISTING OPENING, ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS.

INSTALL SEALANT AND BACKER RODS AT ALL EXISTING DOOR AND LOUVER.

PAINT EXISTING DOOR FRAMES.

PROVIDE STRUCTURAL MODIFICATIONS/ADDITIONS AT WINDOW / STOREFRONT OPENING,

SEE STRUCTURAL SHEET S402 AND S403.

INSTALL CMU INFILL AT EXISTING OPENING,

SEE DETAILS ON SHEET S404.

REINSTALL METAL COLUMNS AT 5TH FLOOR.

INSTALL ALUMINUM EXPANSION JOINT ASSEMBLY AT NORTH AND SOUTH SIDES OF BUILDING 1

AT CONNECTION TO BUILDING 53.

SEE SPEC SECTION 07 95 13 - EXPANSION JOINT COVER ASSEMBLY AND DETAILS ON SHEET

AE511 FOR MORE INFORMATION.

REINSTALL EXTERIOR ACCESS CONTROLS, EXTERIOR LIGHT FIXTURE AND EXTERIOR SECURITY

COMMUNICATIONS FIXTURE AFTER EXTERIOR WORK COMPLETE

AT STAIR LOCATIONS OF REMOVED FIRE HOSE CABINETS AND ASSOCIATED PIPING,

PATCH PARTITION OPENINGS WITH RATED GYPSUM BOARD TO MAINTAIN FIRE RATING

INTEGRITY OF REQUIRED STAIRWELL RATING.

SEE FX SERIES DRAWINGS FOR ADDITIONAL INFORMATION.

AT AREA BOUNDED BY GRID 10, 13, B, AND G, REPAIR AND RESTORE PORTIONS OF EXISTING

PAINTED PLASTER FINISH TO DOCUMENTED PRE-DEMOLITION CONDITION WITH IN KIND

MATERIAL AT LOCATIONS OF SELECTIVE DEMOLITION INDICATED ON 1/AD102 AFTER

COMPLETION OF WORK INDICATED ON 1/ME100

FOLLOWING THE STRUCTURAL EVALUATION AND REPAIRS TO THE THIRD FLOOR STRUCTURAL

FLOOR, REINSTALL CEILING SYSTEMS, DUCTWORK, PLUMBING, FIRE PROTECTION SYSTEMS,

ELECTRICAL SYSTEMS, LOW VOLTAGE SYSTEMS, AND FIREPROOFING IN THE SECOND FLOOR

CEILING PLENUM. SLAB UNDERSIDE TO MEET TWO-HOUR RATED FLOOR CONSTRUCTION. SEE

SPECIFICATIONS - GENERAL REQUIREMENTS 01 00 00 PARAGRAPH 1.3, FOR ALTERNATES IN

WORK FROM BASE BID.

EXISTING STRUCTURAL STEEL BRACING TO REMAIN, PAINT

FLOOR PLAN KEYNOTES

A

B

C

D

E

F

G

H

J

K

L

M

N

NOTE: NOT ALL THE KEYNOTES ARE USED ON THIS SHEET

P

Q

R

S

10/27/2023

PChoi Snapshot

PChoi Snapshot

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

520-317X

Dwg. of

BILOXI, MISSISSIPPI

C U s e rs \p c h o i\ D o c u m e n ts \1

V A

M C

-B ilo x i B u ild in g

R

C e n tr a l m o d e l

-9 -1

Y e u n y o u n g .r v t

/2

/2

:2

:0

A

M

AE102

2ND FLOOR PLAN - SHELL RENOVATE BUILDING 1

Revisions: Date:

UP

UPUP

UP

AE203

1 2 3 4 5 6 7 8 9

11 12

14 15 16 17 18 19 20 21 22

G

F

E

D

C

B

A

AE202

CENTRAL STAIR

2A101

WEST STAIR

2B110

EAST STAIR

2A133

AE202

B B B B B B B B B B

B

B

B

B C B C B C B C B C B C

BBBBBBBBBBBB

AE30

B

B

B

B

B

B

B

B B

F

3/32" = 1'-0"AE107

1 FLOOR PLAN - LEVEL 2

3/32" = 1'-0"AE101

1 1ST FLOOR PLAN - SHELL

2ND FLOOR PLAN SHELL

M

AE203

AE203

F

HH HH HHN N N AE304

AD212

E404

LA CD

LAUNDRY

CHUTE

AE5032AE126

AE5032AE126

AE5032AE126

CHAPEL

BUILDING

CHAPEL

BUILDING

THOMAS OLESAK, ARCHITECT

1050 HOYT AVE WEST ST PAUL, MN 55117

952-451-0460

MS Lic # 5505

Q

R

R

R

R

R

R

R R R

R

RR

R R

R

R R R

R R R R

R

R

R

R

R

R

R

R R R R

R

R

R

R R

R

R

R

R R

R

R R

R

R

R

0 8' 16' 32' BID DOCUMENTS

CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.

UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN DRAWINGS AND EXISTING CONDITIONS OR

UPON DISCOVERY OF UNKNOWN CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK

AS INDICATED IN THE DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

ARCHITECT & RESIDENT ENGINEER, IN WRITING, OF THE CONDITION IN QUESTION BEFORE

PROCEEDING WITH WORK IN THE AREA.

CONTRACTOR SHALL MAINTAIN SAFE METHODS OF EGRESS FOR OCCUPIED PORTIONS OF

BUILDING AND IN SITE AREA DURING CONSTRUCTION.

DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT & RESIDENT ENGINEER

BEFORE CONTINUING WITH THE CONSTRUCTION.

COORDINATE WORK WITH OTHER PHASES

COORDINATE SITE LAYOUT / ACCESS / WORK AREAS / LAYDOWN AREAS / PHASING WITH RESIDENT

ENGINEER.

ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF MASONRY, GYPSUM BOARD UNLESS NOTED

OTHERWISE

DIMENSIONS AT WINDOW LOCATIONS ARE TO BE COORDINATED WITH WINDOW SYSTEMS

SEE SHEET AE603 FOR CURTAINWALL AND WINDOW TYPES

SEE SHEET AE502 FOR TYPICAL CURTAINWALL AND COLUMN CONSTRUCTION DETAILS

SEE ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL INFORMATION

PROVIDE SEALANT AT INTERSECTIONS OF DISSIMILAR MATERIALS AND AROUND ALL

PENETRATIONS. WATERPROOF COATING TO RUN OVER THE TOP OF SEALANT, TYP

FLOOR PLAN GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

EXISTING TO REMAIN

FLOOR PLAN LEGEND

NEW CONSTRUCTION

KEYNOTE

WINDOW TYPE

EXISTING STRUCTURAL CROSS BRACING TO REMAIN

A

A

APPLY BLAST FILM TO INTERIOR OF ALL EXISTING WINDOW,

SEE SPECS SECTION 08 80 00.

APPLY GUNABLE SEALANT OVER BUTYL TAPE AT ALL EXISTING WINDOWS.

REINSTALL REFINISHED RAILINGS. FILL ANY SOCKETS IN STONE WITH EPOXY.

REMOVE BOTTOM OF POST S IF APPLICABLE AND PROVIDE L-BRACKET TO FASTEN

TO RAIL TO ADJACENT COLUMN.

REINSTALL SHUTTERS.

INFILL CAVITY WHERE TERRA COTTA BRICK WAS REMOVED,

SEE DETAILS SHEET S404.

INFILL CAVITY BELOW EXISTING PUNCHED WINDOW OPENING,

SEE STRUCTURAL DETAILS ON S406.

INSTALL ALUMINUM CURTAINWALL UNIT IN EXISTING OPENING ACCORDING TO

MANUFACTURER'S RECOMMENDATIONS.

INSTALL ALUMINUM WINDOW IN EXISTING OPENING, ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS.

INSTALL SEALANT AND BACKER RODS AT ALL EXISTING DOOR AND LOUVER.

PAINT EXISTING DOOR FRAMES.

PROVIDE STRUCTURAL MODIFICATIONS/ADDITIONS AT WINDOW / STOREFRONT OPENING,

SEE STRUCTURAL SHEET S402 AND S403.

INSTALL CMU INFILL AT EXISTING OPENING,

SEE DETAILS ON SHEET S404.

REINSTALL METAL COLUMNS AT 5TH FLOOR.

INSTALL ALUMINUM EXPANSION JOINT ASSEMBLY AT NORTH AND SOUTH SIDES OF BUILDING 1

AT CONNECTION TO BUILDING 53.

SEE SPEC SECTION 07 95 13 - EXPANSION JOINT COVER ASSEMBLY AND DETAILS ON SHEET

AE511 FOR MORE INFORMATION.

REINSTALL EXTERIOR ACCESS CONTROLS, EXTERIOR LIGHT FIXTURE AND EXTERIOR SECURITY

COMMUNICATIONS FIXTURE AFTER EXTERIOR WORK COMPLETE

AT STAIR LOCATIONS OF REMOVED FIRE HOSE CABINETS AND ASSOCIATED PIPING,

PATCH PARTITION OPENINGS WITH RATED GYPSUM BOARD TO MAINTAIN FIRE RATING

INTEGRITY OF REQUIRED STAIRWELL RATING.

SEE FX SERIES DRAWINGS FOR ADDITIONAL INFORMATION.

AT AREA BOUNDED BY GRID 10, 13, B, AND G, REPAIR AND RESTORE PORTIONS OF EXISTING

PAINTED PLASTER FINISH TO DOCUMENTED PRE-DEMOLITION CONDITION WITH IN KIND

MATERIAL AT LOCATIONS OF SELECTIVE DEMOLITION INDICATED ON 1/AD102 AFTER

COMPLETION OF WORK INDICATED ON 1/ME100

FOLLOWING THE STRUCTURAL EVALUATION AND REPAIRS TO THE THIRD FLOOR STRUCTURAL

FLOOR, REINSTALL CEILING SYSTEMS, DUCTWORK, PLUMBING, FIRE PROTECTION SYSTEMS,

ELECTRICAL SYSTEMS, LOW VOLTAGE SYSTEMS, AND FIREPROOFING IN THE SECOND FLOOR

CEILING PLENUM. SLAB UNDERSIDE TO MEET TWO-HOUR RATED FLOOR CONSTRUCTION. SEE

SPECIFICATIONS - GENERAL REQUIREMENTS 01 00 00 PARAGRAPH 1.3, FOR ALTERNATES IN

WORK FROM BASE BID.

EXISTING STRUCTURAL STEEL BRACING TO REMAIN, PAINT

FLOOR PLAN KEYNOTES

A

B

C

D

E

F

G

H

J

K

L

M

N

NOTE: NOT ALL THE KEYNOTES ARE USED ON THIS SHEET

P

Q

R

S

PHASE II PHASE I

WORK IN THIS AREA CAN OCCUR

CONCURRENTLY WITH PHASES I & II

MAINTAIN ACCESS

TO THIS STAIR

THROUGHOUT

CONSTRUCTION

ON THIS FLOOR.

PROVIDE ICRA BARRIER AT

STAIR DOOR DURING WORK

OF THIS PHASE

PROVIDE ICRA BARRIER AT

STAIR DOOR DURING WORK

OF THIS PHASE

PHASE II: WEST HALF OF FLOOR, ALLOW 90

DAYS IN SCHEDULE FOR THIS AREA. ALLOW

30 DAY NOTIFICATION FOR VA TO VACATE

THIS AREA PROIR TO STARTING WORK IN

THIS AREA.

AFTER PHASE I: ALLOW 30

DAYS FOR VA FOR MOVE

MANAGEMENT OF STAFF.

NO EXIT AT

THIS LOCATION

MAINTAIN EMERGENCY

EGRESS FROM C WING

DURING PHASE II

SEAL OFF THESE

DOORS DURING

PHASE I

1. SEE SPEC SECTION 01 35 26 SAFETY REQUIREMENTS FOR ADDITIONAL INFORMATION. THE WORK

ON THIS FLOOR HAS BEEN DESIGNATED ICRA LEVEL IV.

2. THE INTENT OF INFECTION CONTROL ISOLATION IS TO CONTAIN DUST AND PARTICULATE

MATTER TO THE CONSTRUCTION AREA. CONSTRUCTION AREA PERIMETER NEEDS TO BE SEALED

COMPLETELY WITH MIN 4 MIL FIRE RETARDANT POLY AND PAINTER'S TAPE OR DUCT TAPE

DURING CLASS II, III OR IV OPERATIONS. REPAIR SURFACE DAMAGED PER INSTALLATION OR

REMOVAL OF TEMPORARY CONSTRUCTION.

3. PROVIDE NEGATIVE PRESSURE MONITORS DURING CLASS III OR CLASS IV CONSTRUCTION

OPERATIONS. EACH AREA TO BE UNDER NEGATIVE PRESSURE (0.02"WC) DURING THESE

OPERATIONS. MONITOR TO MEASURE PRESSURE DIFFERENTIAL BETWEEN CONSTRUCTION

AREA AND ADJACENT CORRIDOR OR ROOM AS DIRECTED BY VA.

4. AS CONSTRUCTION PROGRESSES, FROM TYPE D TO TYPE C AND THEREON, PROVIDE A

REQUEST VIA "INFECTION CONTROL CONSTRUCTION PERMIT" TO THE VA INFECTION CONTROL

NURSE. UPON AUTHORIZATION, PROCEED TO NEXT TYPE OF CONSTRUCTION. PROVIDE AT

LEAST 10 WORKING DAYS NOTICE FOR EACH PERMIT.

5. CONSTRUCT IC (INFECTION CONTROL) CONSTRUCTION BARRIER FROM FLOOR TO DECK/FLOOR

ABOVE. EXCEPTION. IF BARRIER IS ADJACENT TO SMOKE, FIRE, OR EXISTING WALL

CONSTRUCTION WHICH WILL NOT BE DEMOLISHED AND TERMINATES TO FLOOR OR DECK ABOVE,

THEN CONSTRUCT IC BARRIER FROM FLOOR TO ABOVE CORRIDOR CEILING WITH 4 MIL FIRE

RETARDANT POLY BEING SEALED ON ALL EDGES: FLOOR, TOP OF WALL, SIDES, AND ALL

PENETRATIONS. SEE DETAILS THIS SHEET. TAPE, MUD, SAND JOINTS AND PAINT ON NON-

CONSTRUCTION SIDE OF BARRIER.

6. GENERAL CONTRACTOR SHALL PROVIDE NEW CONSTRUCTION ACCESS DOORS AT ALL

BARRIERS. MAINTAIN ALL INFECTION CONTROL STANDARDS. CONTROL BARRIERS ARE TO BE

INSTALLED AND REMOVED ONLY BEFORE 7:00 AM AND AFTER 8:00 PM.

7. DURING CONSTRUCTION OPERATIONS IN EACH ENCLOSED AREA PROVIDE NEGATIVE PRESSURE MONITORS, MINIMUM (1) ONE IN AREAS LESS THAN 1000 SF, (2) TWO MINIMUM IN AREAS BETWEEN

1000 SF AND 5000 SF, AND (3) THREE FOR LARGER AREAS.

INFECTION CONTROL GENERAL NOTES

THE MEDICAL CENTER MUST MAINTAIN OPERATIONS 24 HOURS PER DAYS, 7 DAYS PER WEEK.

THE 1ST AND 2ND FLOORS OF THE BUILDING ARE FULLY OCCUPIED.

CONTRACTOR SHALL SCHEDULE AND PERFORM THE WORK ON THE UNDERSIDE OF THE 3RD FLOOR SLAB IN THREE (2) PHASES. EACH PHASE WILL BE DEFINED BY VA AND COORDINATED WITH CONTRACTOR THROUGH THE RESIDENT ENGINEERS. ALLOW 30 DAYS BETWEEN THE COMPLETION OF ONE PHASE AND

THE COMMENCEMENT OF THE SUBSEQUENT PHASE TO ALLOW VA TO VACATE OCCUPANTS OF THE

LATTER PHASE.

CONTRACTOR SHALL MAINTAIN SAFE AND SECURE ACCESS TO AND EGRESS FROM ALL AREAS OF THE

2ND FLOOR OCCUPIED BY VA, INCLUDING FUNCTIONING HVAC, PLUMBING, FIRE PROTECTION,

ELECTRICAL, LOW VOLTAGE/TECHNOLOGY SYSTEMS ON THIS FLOOR OUTSIDE OF THE IMMEDIATE WORK AREA (ACTIVE PHASE). TWO (2) EXITS MUST BE MAINTAINED AT ALL TIMES FROM THE OCCUPIED AREAS

OF THE FLOOR.

EACH PHASE OF WORK ON THE 2ND FLOOR SHALL BE RESTORED TO PRESENT CONDITION AND TURNED OVER TO OWNER FOR REACTIVATION AND OCCUPANCY BY VA PRIOR TO COMMENCING WORK ON THE

SUBSEQUENT PHASE.

PROVIDE TEMPORARY 1 HOUR RATED DUSTTIGHT PARTITIONS (INFECTION CONTROL -- ICRA BARRIERS) CONSISTING OF 5/8" GYP BD ON BOTH SIDES OF 3 5/8" METAL STUDS AT 16" OC WITH ALL EDGES AND PENETRATIONS SEALED AND HM DOOR ASSEMBLIES TO SEGREGATE THE WORK FROM OCCUPIED AREAS OF THE BUILDING. SEE SPEC SECTION 01 35 26 SAFETY REQUIREMENTS FOR ADDITIONAL INFORMATION

FOR ADDITIONAL INFORMATION, SEE SPEC SECTION 01 00 00 GENERAL REQUIREMENTS, PARAGRAPH 1.6.H. AND 1.6.I AND STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND TECHNOLOGY DRAWINGS

OF THIS AREA.

PROTECT EXISTING CONSTRUCTION TO REMAIN, INCLUDING FLOORING MATERIALS, FROM DAMAGE

DURING CONSTRUCTION ACTIVITIES ON THIS FLOOR.

PHASING/SEQUENCING NOTES

1.

2.

3.

4.

5.

6.

7.

8.

FM

PROVIDE ICRA BARRIER

AT DOOR DURING WORK

OF PHASE I ONLY

PHASE I: EAST HALF OF FLOOR, ALLOW 90

DAYS IN SCHEDULE FOR THIS AREA.

10/27/2023

PChoi Snapshot

PChoi Snapshot

File details come from the government source that posted it. Updated .