05 Architectural 2.pdf
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- Solicitation number
- QSE--36C10F24R50025
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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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 .