528-18-109_9C DRAWINGS.pdf
PDF 42 MB Posted
- Attached to
- Z1DA--528-18-109 WARD 9C RENOVATIONS
- Solicitation number
- 36C24222B0069
About this file
This federal contract opportunity notice seeks proposals for the 9C Renovation at the Buffalo VA Medical Center. The solicitation number is 36C24222B0069 and is issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2 for renovations to Ward 9C. The opportunity type is a solicitation and the description provided is for renovations to Ward 9C at the Buffalo VAMC. No further details are included regarding products or services required, pricing terms, response dates, or other salient information.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| AA-102.pdf | ||
| A-406.pdf | ||
| AD-102.pdf | ||
| A-604.pdf | ||
| A-405.pdf | ||
| AA-101.pdf | ||
| A-404.pdf | ||
| AD-100.pdf | ||
| AA-100.pdf | ||
| A-109.pdf | ||
| 117300.pdf | ||
| A-108.pdf | ||
| 36C24222B0069 0005.docx | DOCX document | |
| 36C24222B0069 0004.docx | DOCX document | |
| Abatement Ward 9c Report.pdf | ||
| 36C24222B0069 0003.docx | DOCX document | |
| 36C24222B0069 0002.docx | DOCX document | |
| 36C24222B0069 0001.docx | DOCX document | |
| 528-18-109 Pre Bid Attendance.pdf | ||
| SPECS 3.pdf | ||
| 36C24222B0069_1.docx | DOCX document | |
| SPECS 1.pdf | ||
| WAGE RATE.pdf | ||
| LIMITATION ON SUBCONTRACTING.docx | DOCX document | |
| SPECS 2.pdf | ||
| FAR 52.225-2 Buy American Certification.docx | DOCX document |
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Text version
95 Perry Street, Suite 300 Buffalo, NY 14203
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID 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
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
ARCHITECT: WARD 9C RENOVATIONS
3495 BAILEY AVENUE BUFFALO, NY 14215
528-18-109
528-18-109-
45% DESIGN SUBMISSION
DESIGN DOCUMENT SUBMISSION 3-15-2021
8-7-2020
90% SUBMISSION 6-18-2021
100% SUBMISSION 10-29-2021
BID DOCUMENTS 2-25-2022
B
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P
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G-000
TITLE SHEET
February 25, 2022 RAS RLB
VA PROJECT #:
CONSULTANT PROVIDING
ARCHITECTURAL &
ENVIRONMENTAL
SERVICES:
PATHFINDER ENGINEERS &
ARCHITECTS LLP
134 SOUTH FITZHUGH STREET
ROCHESTER, NY 14608
PHONE: (585) 325 6004
FAX: (585) 325 6005
DEPARTMENT OF VETERANS AFFAIRS
WARD 9C RENOVATIONS - WNYHS BUFFALO, NY
3495 BAILEY AVENUE
BUFFALO, NY 14215
DEPARTMENT OF VETERANS AFFAIRS
528-18-109
PRIME CONSULTANT PROVIDING
MECHANICAL, ELECTRICAL,
PLUMBING & FIRE PROTECTION
SERVICES:
WATTS ARCHITECTURE &
ENGINEERING
95 PERRY STREET, SUITE 300
BUFFALO, NEW YORK 14203
PHONE: (716) 206-5100
FAX: (716) 206-5199
BAILEY AVE
DRAWING INDEX:
GENERAL
ASBESTOS ABATEMENT
FIRE PROTECTION
ELECTRICAL
N O
R T
H
MECHANICAL CONT'D
MECHANICAL
D C
B A
ARCHITECTURAL
EI-702 ELECTRICAL CRITICAL POWER PARTIAL RISER DIAGRAM
EI-703 ELECTRICAL FIRE ALARM RISER DIAGRAM
EI-704 ELECTRICAL NURSE CALL RISER DIAGRAM
EI-705 IT PARTIAL RISER DIAGRAM
EI-706 LIFE SAFETY RISER ARC FLASH STUDY
EI-800 ELECTRICAL SCHEDULES
EI-801 ELECTRICAL SCHEDULES
EI-802 ELECTRICAL SCHEDULES
E-000 ELECTRICAL SYMBOLS AND ABBREVIATIONS
ED-100 ELECTRICAL DEMOLITION PLAN - WING 8C
ED-101 ELECTRICAL DEMOLITION PLAN - WING 9C
EP-101 POWER PLAN - WING 8C
EP-102 POWER PLAN - WING 9C
EP-103 POWER PLAN - ROOF
EP-104 FIRST FLOOR POWER PLAN
EP-105 BASEMENT POWER PLAN
EP-106 SUB-BASEMENT POWER PLAN
EL-201 LIGHTING PLAN - WING 8C
EL-202 LIGHTING PLAN - WING 9C
EY-301 FIRE ALARM PLAN - WING 8C
EY-302 FIRE ALARM PLAN - WING 9C
EY-401 DATA SYSTEMS PLAN - WING 9C
EY-402 NURSE CALL SYSTEMS PLAN - WING 9C
EY-403 SECURITY SYSTEMS PLAN - WING 9C
EI-600 ELECTRICAL DETAILS
EI-601 ELECTRICAL DETAILS
EI-700 ELECTRICAL NORMAL POWER PARTIAL RISER DIAGRAM
EI-701 ELECTRICAL LIFE SAFETY POWER PARTIAL RISER DIAGRAM
F-000 FIRE PROTECTION SYMBOLS, NOTES & ABBREVIATIONS
FD-100 FIRE PROTECTION DEMOLITION PLAN - WING 8C
FD-101 FIRE PROTECTION DEMOLITION PLAN - WING 9C
F-100 FIRE PROTECTION PLAN - WING 8C
F-101 FIRE PROTECTION PLAN - WING 9C
PP-000 PLUMBING SYMBOLS, NOTES & ABBREVIATIONS
PD-100 PLUMBING DEMOLITION PLAN - WING 8C
PD-101 PLUMBING DEMOLITION PLAN - WING 9C
PD-102 MEDICAL GAS DEMOLITION PLAN - WING 9C
PG-300 MEDICAL GAS PLAN - WING 9C
PL-200 SANITARY PLAN - WING 8C
PL-201 SANITARY PLAN - WING 9C
PP-100 PLUMBING PLAN - WING 8C
PP-101 PLUMBING PLAN - WING 9C
PP-200 PLUMBING ENLARGED PLANS
PP-201 PLUMBING ENLARGED PLANS
PP-202 PLUMBING ENLARGED PLANS
PP-300 PLUMBING SCHEMATICS
PP-301 SANITARY SCHEMATICS
PP-400 PLUMBING DETAILS
MI-302 HVAC SCHEMATICS AHU-9C-3
MI-303 HVAC SCHEMATICS AHU-9C-4
MI-304 HVAC SCHEMATICS AHU-9C-5
MI-305 HYDRONIC SCHEMATICS
MI-500 AIR DISTRIBUTION DETAILS I
MI-501 AIR DISTRIBUTION DETAILS II
MI-502 AIR DISTRIBUTION DETAILS III
MI-503 HYDRONIC DETAILS I
MI-504 HYDRONIC DETAILS II
MI-505 STEAM DETAILS
MI-506 ROOF DETAILS
MI-600 MECHANICAL CONTROLS
MI-601 MECHANICAL CONTROLS
MI-602 MECHANICAL CONTROLSM-001 GENERAL MECHANICAL SCHEDULES
M-002 MECHANICAL SCHEDULES AHU-9C-1
M-003 MECHANICAL SCHEDULES AHU-9C-2
M-004 MECHANICAL SCHEDULES AHU-9C-3
M-005 MECHANICAL SCHEDULES AHU-9C-4
M-006 MECHANICAL SCHEDULES AHU-9C-5
MD-101 HVAC DEMOLITION PLAN - WING 9C
MH-101 HVAC PLAN - WING 8C
MH-102 HVAC PLAN - WING 9C
MH-103 HVAC PLAN - WING 10C & 11C
MH-104 HVAC PLAN - ROOF AREA C
MH-401 ENLARGED HVAC PLANS I
MH-402 ENLARGED HVAC PLANS II
MP-201 HYDRONIC PIPING PLAN - WING 8C
MP-202 HYDRONIC PIPING PLAN - WING 9C
MP-401 ENLARGED HYDRONIC PLANS
MI-300 HVAC SCHEMATICS AHU-9C-1
MI-301 HVAC SCHEMATICS AHU-9C-2
A-501 SECTIONS & DETAILS
A-502 PLAN DETAILS
A-503 TYPICAL DETAILS & SECTION DETAILS
A-504 TYPICAL DETAILS
A-505 MILLWORK ELEVATIONS & SECTIONS
A-506 MILLWORK SECTIONS & DETAILS
A-507 MILLWORK SECTIONS & DETAILS
A-601 PARTITION TYPES, WINDOW TYPES & DETAILS
A-602 DOOR TYPES, SCHEDULE & DETAILS, LOUVER DETAILS
A-603 ROOM FINISH SCHEDULE
A-604 EQUIPMENT SCHEDULE
M-000 MECHANICAL SYMBOLS, NOTES & ABBREVIATIONS
AD-100 7TH FLOOR DEMOLITION CEILING PLAN
AD-101 8TH FLOOR DEMOLITION PLAN
AD-102 8TH FLOOR DEMOLITION CEILING PLAN
AD-103 9TH FLOOR DEMOLITION PLAN
AD-104 9TH FLOOR DEMOLITION CEILING PLAN
AD-105 10TH FLOOR & PARTIAL 11TH FLOOR DEMOLITION PLAN
A-100 8C OVERALL FLOOR PLAN
A-101 9C OVERALL FLOOR PLAN
A-102 10C OVERALL FLOOR PLAN
A-103 11C OVERALL FLOOR PLAN, ROOF PLAN
A-104 9TH FLOOR EQUIPMENT PLAN
A-105 9TH FLOOR FINISH PLAN
A-106 MILLWORK PLAN & SCHEDULE
A-107 9TH FLOOR - SIGNAGE
A-108 7C REFLECTED CEILING PLAN
A-109 8C REFLECTED CEILING PLAN
A-110 9C REFLECTED CEILING PLAN
A-201 INTERIOR ELEVATIONS
A-202 INTERIOR ELEVATIONS
A-203 INTERIOR ELEVATIONS
A-204 INTERIOR ELEVATIONS
A-205 CORRIDOR ELEVATIONS
A-206 CORRIDOR ELEVATIONS
A-401 9TH FLOOR - PARTIAL FLOOR PLAN - AREA 'A'
A-402 9TH FLOOR - PARTIAL FLOOR PLAN - AREA 'B'
A-403 9TH FLOOR - PARTIAL FLOOR PLAN - AREA 'C'
A-404 9TH FLOOR - PARTIAL CEILING PLAN - AREA 'A'
A-405 9TH FLOOR - PARTIAL CEILING PLAN - AREA 'B'
A-406 9TH FLOOR - PARTIAL CEILING PLAN - AREA 'C'
S-001 GENERAL NOTES
S-100 8TH FLOOR FRAMING PLAN
S-101 9TH FLOOR FRAMING PLAN
S-102 10TH FLOOR FRAMING PLAN
S-103 11TH & PARTIAL 12TH FLOOR FRAMING PLANS
S-500 STRUCTURAL DETAILS
AA-100 8TH FLOOR ASBESTOS ABATEMENT PLAN
AA-101 9TH FLOOR ASBESTOS ABATEMENT PLAN AND DETAIL
AA-102 10TH & 11TH FLOOR ASBESTOS ABATEMENT PLANS
G-000 TITLE SHEET
G-001 GENERAL NOTES, ABBREVIATIONS, AND LEGENDS
G-002 8TH FLOOR CODE COMPLIANCE DRAWINGS
G-003 9TH FLOOR CODE COMPLIANCE DRAWINGS
G-004 10TH FLOOR CODE COMPLIANCE DRAWINGS
G-005 7TH FLOOR - PHASING FLOOR PLAN
G-006 8TH FLOOR - PHASING FLOOR PLAN
G-007 10TH FLOOR - PHASING FLOOR PLAN
G-008 11TH FLOOR - PHASING FLOOR PLAN
G-009 INTERIM LIFE SAFETY MEASURES
G-010 INFECTION CONTROL RISK PLAN
STRUCTURAL
PLUMBING
ARCHITECTURAL CONT'D ELECTRICAL CONT'D
Revisions: Date:
GENERAL NOTES
PROJECT COORDINATION
1. THE CONTRACTOR SHALL REVIEW CONSTRUCTION DOCUMENTS AND NOTIFY THE VA COR OF ANY INACCURACIES OR DISCREPANCIES IN THE DOCUMENTS AND IN FIELD CONDITIONS SHOWN ON THE
DRAWINGS IN A TIMELY MANNER.
2. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY FIELD CONDITIONS, NO ADDITIONAL PAYMENT WILL
BE MADE FOR FAILURE TO ACCOUNT FOR OBSERVABLE CONDITIONS.
3. SOME WORK INCLUDED IN THIS CONTRACT MUST BE PERFORMED ON SECOND AND/OR THIRD SHIFTS, INCLUDING ASBESTOS ABATEMENT, PLUMBING WORK AT 8C & 10C AND ASSOCIATED ARCHITECTURAL
INFILL CONSTRUCTION & FINISH RESTORATION
CODE CONFORMANCE
1. THE CONTRACTOR SHALL PERFORM WORK IN STRICT ACCORDANCE WITH VA STANDARDS AND FEDERAL CODES, RULES, REGULATIONS AND ORDINANCES INCLUDING, BUT NOT LIMITED TO, NFPA 101, THE INTERNATIONAL BUILDING CODE, AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
WHETHER OR NOT INFORMATION AND/OR WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS.
2. THE EXISTING FIRE RATING OF CHASE, WALL AND FLOOR ASSEMBLIES MUST BE MAINTAINED OR MADE TO
COMPLY WITH FIRE RATING REQUIREMENTS AS ESTABLISHED BY THIS CONTRACT AND CURRENT
BUILDING CODE REQUIREMENTS. SEE CODE DIAGRAMS FOR RATINGS OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR FIRE STOPPING AROUND ITEMS WHICH PENETRATE ANY RATED ASSEMBLY. SUBMIT
FIRE STOPPING SYSTEM FOR APPROVAL.
3. CONTRACTOR SHALL RESTORE EXISTING CHASE WALL, FLOOR AND CEILING ASSEMBLIES TO MATCH FIRE RATINGS AND FINISH OF EXISTING ADJACENT CONSTRUCTION AT PENETRATIONS AND OPENINGS.
4. INFILL FLOOR SLAB PENETRATIONS AFTER REMOVAL OF SYSTEMS PENETRATIONS. PATCH VOID LEVEL AND PLUMB WITH SURROUNDING FLOOR. PROVIDE APPROVED FIRESTOPPING WHERE REQUIRED. EACH
TRADE SHALL BE RESPONSIBLE TO INFILL PENETRATIONS RESULTING FROM THEIR REMOVALS.
CONTRACT CONFORMANCE
1. THIS FACILITY IS OCCUPIED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR METHODS AND MEANS OF
CONSTRUCTION AND SHALL BE RESPONSIBLE TO THE VA COR FOR PROVIDING A SAFE WORK
ENVIRONMENT DURING THE CONSTRUCTION PERIOD. EVERY EFFORT SHALL BE MADE BY THE
CONTRACTOR TO PROTECT THE OCCUPANTS, VISITORS AND CUSTOMERS FROM THE HAZARDS OF
CONSTRUCTION.
2. SECURITY AND WORK SITE PROTECTION SHALL BE PROVIDED BY THE CONTRACTOR, INCLUDING
PROTECTION OF STORE MATERIALS AND DUMPSTERS.
3. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT THE SPREAD OF DUST, SMOKE, FUMES, ETC., THROUGHOUT THE BUILDING.
4. CONTRACTOR TO PROVIDE FIRE PREVENTION PLAN TO VA COR FOR REVIEW AND APPROVAL.
5. IF A SAFETY SYSTEM IS OUT OF SERVICE FOR MORE THAN (4) HOURS OR A SITUATION OCCURS THAT
AFFECTS SAFETY TO PATIENT OCCUPANTS, VISITORS, OR THE HOSPITAL STAFF FOR MORE THAN (4) HOURS, THE CONTRACTOR IS TO NOTIFY VA COR A MINIMUM OF 48 HOURS IN ADVANCE TO COORDINATE
INTERIM LIFE SAFETY MEASURES (ILSM).
TEMPORARY FACILITIES
1. COORDINATE WITH COR FOR MATERIAL STAGING, DELIVERIES, USE OF ELEVATOR, ETC. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE MATERIAL DELIVERIES WITH VA COR AND VA STAFF IN CHARGE OF THE LOADING DOCK. NO CONTRACTOR MATERIAL WILL BE STORED ON OR AROUND LOADING DOCK UNLESS AUTHORIZED BY THE VA COR. THE VA WILL NOT RECEIVE CONTRACTOR MATERIAL.
2. THE CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES INCLUDING, ADEQUATE LIGHTING, WATER, TOILETS, POWER, HEAT, WORK PROTECTION, ETC. OR AS ADDITIONALLY DISCUSSED BY AND OWED TO
THE VA COR. MAINTAIN TEMPORARY FACILITIES AND CONTROLS UNTIL NO LONGER NEEDED OR
REPLACED BY AUTHORIZED USE OF PERMANENT FACILITIES. COORDINATE REMOVAL OF TEMPORARY
FACILITIES WITH THE OWNER.
3. CONTRACTOR TO PLACE DUMPSTERS WITHIN 10 FEET OF A BUILDING. ANY DUMPSTER WITHIN 20 FEET OF A BUILDING WILL REMAIN COVERED WHEN NOT IN USE. CONTRACTOR SHALL USE TEMPORARY MARKINGS
AND SIGNAGE TO INDICATE DUMPSTER PLACEMENT.
4. CONTRACTOR TO PROVIDE MULTIPLE CHUTES TO CONVEY CONSTRUCTION BY THE VA COR DOWN TO
GROUND LEVEL. CONTRACTOR TO PROVIDE TEMPORARY WASTE RECEPTACLES UNDER OUTPUT OF
CHUTES TO TRANSPORT WASTE BETWEEN CHUTES AND DUMPSTER. PROTECT AREAS THAT TEMPORARY WASTE RECEPTACLES TRAVERSE. WASTE SHALL NOT PILE UP ON GROUND. IMMEDIATELY RELOCATE
WASTE TO DUMPSTER. NO CHUTES SHALL BE USED FOR ASBESTOS CONTAINING MATERIAL.
PROTECTION OF THE WORK
1. TEMPORARY CONTROLS, INCLUDING TEMPORARY SHORING AND TEMPORARY PROTECTION OF EXISTING
CONDITIONS SHALL BE PROVIDED BY THE CONTRACTOR.
2. CONTRACTOR TO TEMPORARILY PROTECT, ENCLOSE AND/OR WEATHERIZE EXTERIOR ENVELOPE WHERE
DISTURBED FOR THE DURATION OF THE CONTRACT TO PROTECT THE WORK AREA AND BUILDING
OCCUPANTS IN ADJACENT AREAS AND ON FLOORS BELOW.CONTRACTOR SHALL BE RESPONSIBLE TO
PROVIDE PROTECTION FOR INSTALLED WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT AND NOT DAMAGE EXISTING TO REMAIN FINISHES, EQUIPMENT, ETC. DURING THE WORK. DAMAGED AREAS SHALL BE REPAIRED/RESTORED TO
THEIR ORIGINAL CONDITIONS.
4. HOT WORK SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR TIME IN REGARDS TO FIRE
WATCHES.
QUALITY
1. CONTRACTOR MUST COORDINATE ACTIVITIES SO THAT WORK IS COMPLETED IN A TIMELY FASHION AND
FINISHED ON OR BEFORE THE PROJECT COMPLETION DATE AS SET BY THE CONTRACT.
2. WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CONTRACTORS
SKILLED IN THEIR RESPECTIVE TRADES.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING AND CORRECTING HIS OWN WORKMANSHIP
TO THE EXTENT THAT SATISFIES THE VA COR.
EXISTING CONDITIONS
1. THE CONTRACTOR SHALL BE AWARE THAT THE EXISTING FACILITY HAS THE POTENTIAL OF HAVING
OTHER CONSTRUCTION PROJECTS OCCURRING AT THE SAME TIME. COORDINATE WITH VA COR.
2. IF CONTRACTOR ENCOUNTERS MECHANICAL EQUIPMENT PREVIOUSLY ABANDONED IN PLACE,
COORDINATE REMOVAL AND REPAIR WITH THE COR ON A CASE BY CASE BASIS.
DIMENSIONS AND DIMENSIONING
1. DIMENSIONS AND DETAILS ARE BASED ON THE BEST AVAILABLE INFORMATION AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD CONDITIONS. REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE COR AND ARCHITECT BEFORE ORDERING MATERIALS AND
PREFABRICATED ITEMS.
2. EXISTING CONDITIONS INCLUDE CONDITIONS ABOVE AND BELOW WORK AREAS, AND FIELD DIMENSIONS
AND ELEVATIONS.
COORDINATING WORK OF THE CONTRACT
1. CONTRACTOR TO COORDINATE WORK WITH HAZARDOUS MATERIALS ABATEMENT WORK.
2. THE CONTRACTOR SHALL COORDINATE WORK ASSOCIATED WITH THIS PROJECT WITH THE SUB-
CONTRACTORS TO PROVIDE A COMPLETE AND FINISHED PROJECT.
3. TRADES SHALL COORDINATE INSTALLATION OF HVAC, SPRINKLER, ELECTRICAL, AND PLUMBING TO
MINIMIZE CEILING HEIGHT AND CLEARANCE ISSUES. CONTRACTOR TO SUBMIT SYSTEMS COORDINATION
SHOP DRAWINGS SHOWING HVAC, ELECTRICAL, PLUMBING, FIRE PROTECTION, MEDICAL GAS,
STRUCTURAL, AND CEILING SYSTEMS PRIOR TO INSTALLATION OF NEW WORK.
MATERIALS AND INSTALLATION
1. THE CONTRACTOR SHALL PROVIDE MATERIALS INDICATED GRAPHICALLY OR AS NOTED. CONTRACTOR
SHALL NOTIFY COR OF ANY DISCREPANCIES IN IDENTIFICATION OF REQUIRED MATERIALS.
2. THE CONTRACTOR AND VA COR SHALL BE RESPONSIBLE FOR SPECIFICATIONS OF MATERIALS NOT SPECIFIED ON THE DRAWINGS OR IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE SELECTION OF COMPONENT COLORS, MODEL NUMBERS, SIZES, ETC. OF BUILDING ELEMENTS WITH THE
VA COR BEFORE ORDERING MATERIALS.
3. INSTALL MATERIALS ACCORDING TO THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND
RECOMMENDATIONS, AND TO ACCEPTABLE PROFESSIONAL TRADE INDUSTRY STANDARDS FOR FIRST
CLASS WORK OF SIMILAR NATURE AND CHARACTER.
4. PROVIDE INCIDENTAL WOOD BLOCKING AND/OR METAL STRAPPING FOR ATTACHMENT OF FINISHES, ACCESSORIES, MILL WORK, INCLUDING BUT NOT LIMITED TO CASEWORK, COUNTERTOPS, HAND AND
BUMPER RAILS & TOILET ROOM ACCESSORIES.
CONTRACT CLOSEOUT
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING/RECONDITIONING ANY SITE FEATURES DISTURBED BY CONSTRUCTION OPERATIONS INCLUDING BUT NOT LIMITED TO CONCRETE WORK, PAVING
LAWNS AND PLANTINGS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING/RECONDITIONING ANY CONSTRUCTION IDENTIFIED AS EXISTING TO REMAIN TO A LEVEL EQUAL TO OR GREATER THAN THE ADJACENT
CONSTRUCTION.
3. THE CONTRACTOR SHALL PROVIDE THE VA COR COMPLETE MAINTENANCE & OPERATION INSTRUCTIONS
IN BOTH WRITTEN & VERBAL FORM FOR CONTRACTOR PROVIDED EQUIPMENT.
4. WORKMANSHIP AND MATERIALS, UNLESS CARRYING A GUARANTEE BY A MANUFACTURER FOR A LONGER PERIOD OF TIME, SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL
PAYMENT TO THE CONTRACTOR.
GRAPHIC LEGEND
MTL. STUD WALL
EXISTING WALL TO REMAIN
DOOR
EXISTING DOOR TO REMAIN
DEMOLITION DOOR
EXISTING TO REMAIN FEC
ACCESS PANEL
EXISTING WINDOW
95 Perry Street, Suite 300 Buffalo, NY 14203
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID 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
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
ARCHITECT: WARD 9C RENOVATIONS
3495 BAILEY AVENUE BUFFALO, NY 14215
528-18-109
528-18-109-
45% DESIGN SUBMISSION
DESIGN DOCUMENT SUBMISSION 3-15-2021
8-7-2020
90% SUBMISSION 6-18-2021
100% SUBMISSION 10-29-2021
BID DOCUMENTS 2-25-2022
B
IM
/B u ff a lo
V A
W a rd
C
R e d e s ig n
C o n s tr u c ti o n /1
A R
C H
.r v t
/2
/2
:4
:5
A
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G-001
GENERAL NOTES,
ABBREVIATIONS, AND LEGENDS
February 25, 2022 RAS AHE
GENERAL ABBREVIATIONS
A AMPERES
AB ANCHOR BOLT
A/C AIR CONDITION(ING) (ED)
AC/HR AIR CHANGES PER HOUR
ACC ACCESSIBLE
ACCU AIR COOLED CONDENSING UNIT
ACI AMERICAN CONCRETE INSTITUTE
ACT ACOUSTICAL CEILING TILE
ACM ASBESTOS CONTAINING
MATERIAL
ACOUS PNL ACOUSTICAL PANEL
ACS PNL ACCESS PANEL
ADA AMERICANS WITH DISABILITIES
ACT
ADDL ADDITIONAL
ADJ ADJUSTABLE, ADJACENT
ADH ADHESIVE
AFF ABOVE FINISHED FLOOR
AGGR AGGREGATE
AHU AIR HANDLING UNIT
AISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
AISI AMERICAN IRON AND STEEL
INSTITUTE
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZED
APPROX APPROXIMATE
ARCH ARCHITECT(URAL)
ARD AUXILLARY ROOF DRAIN
ASD ALLOWABLE STRESS DESIGN
ASTM AMERICAN SOCIETY FOR
TESTING AND MATERIALS
AT ACOUSTICAL CEILING TILE
AWP ACOUSTICAL WALL PANEL
AWS AMERICAN WELDING SOCIETY
BAT BATTEN
B/B BACK TO BACK
B BD BASE BOARD
BITUM BITUMINOUS
BD BOARD
BLDG BUILDING
BLKG BLOCKING
BM BEAM, BENCHMARK
BOT BOTTOM
BR BUMPER RAIL
BRG BEARING
BRZ BRONZE
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT UP ROOFING
BW BOTH WAYS
CAB CABINET
CB CATCH BASIN, CORNER BEAD
CBB CEMENTITIOUS BACKER BOARD
CC CONTRACTOR FURNISHED,
CONTRACTOR INSTALLED
CCTV CLOSED CIRCUIT TELEVISION
CH BD CHALKBOARD
CEM CEMENT
CF CONTRACTOR FURNISHED
CFM CUBIC FEET PER MINUTE
CG CORNER GUARD
CH COAT HOOK
CI CAST IRON
CIP CAST IN PLACE, CAST IRON PIPE
CJ CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLO CLOSET
CLR CLEAR, COLOR
CMT CERAMIC MOSAIC TILE
CMU CONCRETE MASONRY UNIT
CNTR COUNTER
CO CLEANOUT, CASED OPENING,
COMPANY
COL COLUMN
CONC CONCRETE
CONC BD CONCRETE BOARD
CONF CONFERENCE
CONN CONNECT(ION)
CONSTR CONSTRUCTION
CONT CONTINUE(OUS)
CONTR CONTRACT(OR)
COORD COORDINATE
COR CONTRACTING OFFICER'S
REPRESENTATIVE
CPT CARPET
CS CONCRETE SEALANT
CSJ CONSTRUCTION JOINT
CSK COUNTER SUNK
CT CERAMIC TILE, COUNT,
CURRENT TRANSFORMER
CTR CENTER
CW COLD WATER PIPING, CASEMENT
WINDOW
CU CUBIC
CUH CABINET UNIT HEATER
CU YD CUBIC YARD
D DEEP, DEPTH
D PENNY (NAIL)
db BAR DIAMETER
DBL DOUBLE
DEFS DIRECT-APPLIED EXTERIOR FINISH
SYSTEM
DEG DEGREE
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DIA OR ø DIAMETER
DIAG DIAGONAL, DIAGRAM
DIM DIMENSION
DIFF DIFFUSER
DIR DIRECTION
DISP DISPENSER
DIV DIVISION
DMPF DAMP PROOFING
DL DEAD LOAD
DN DOWN
DO DITTO
DR DOOR, DRIVE
DS DOWNSPOUT
DW DISHWASHER
DWV DRAINAGE WASTE & VENT
DWG DRAWING
DWL DOWEL
E EAST
EA EACH
EC ELECTRICAL CONTRACTOR
EF EACH FACE
EIFS EXTERIOR INSULATION AND FINISH
SYSTEM
EJ EXPANSION JOINT
ELAS ELASTOMERIC
EL ELEVATION
ELEC ELECTRIC(AL)
ELEV ELEVATOR
EM ENTRY MAT, EXPANDED METAL
EMER EMERGENCY
ENCL ENCLOSURE
ENGR ENGINEER
EOS EDGE OF SLAB
EP ELECTRIC PANEL
EQ EQUAL
EQUIP EQUIPMENT
ES EMERGENCY SHOWER
ETC ET CETERA
ETR EXISTING TO REMAIN
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EXC EXCAVATION, EXCAVATE
EXP EXPAND, EXPANSION
EXT EXTERIOR, EXTERNAL,
EXTINGUISHER
F/F FACE TO FACE
FAAP FIRE ALARM ANNUNCIATOR PANEL
FACP FIRE ALARM CONTROL PANEL
FC FOOT CANDLE
FD FLOOR DRAIN
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FHC FIRE HOSE CABINET
FIN FINISH(ED)
FIXT FIXTURE
FLASH FLASHING
FLEX FLEXIBLE
FLOUR FLUORESCENT
FLG FLOORING, FLANGE
FLR FLOOR
FO FINISHED OPENING
FP FIRE PROTECTION, FIREPROOF
FRTW FIRE RETARDANT TREATED WOOD
FT FOOT, FEET
FTG FOOTING
FTR FINNED TUBE RADIATION
FURN FURNACE, FURNITURE, FURNISH
FUT FUTURE
FWC FABRIC WALL COVERING
GA GAGE
GAL GALLON
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACT(OR)
GFI GROUND FAULT CIRCUIT
INTERRUPTER
GFRC GLASS FIBER REINFORCED
CONCRETE
GFRG GLASS FIBER REINFORCED
GYPSUM
GL GLASS, GROUND LEVEL
GL BLK GLASS BLOCK
GLU LAM GLUED LAMINATED BEAM
GR GRADE, GROSS
GWT GLAZED WALL TILE
GYP GYPSUM
GWB GYPSUM WALLBOARD
GYP PLAS GYPSUM PLASTER
H HOUR
HB HOSE BIBB
HC HOLLOW CORE, HOSE CABINET
HCP HANDICAPPED
HDW HARDWARE
HDWD HARDWOOD
HM HOLLOW METAL
HO HOLD OPEN
HORIZ HORIZONTAL
HP HIGH POINT, HORSEPOWER
HR HOUR, HANDRAIL
HSS HOLLOW STRUCTURAL SECTION
HT HEIGHT
HTG HEATING
HTR HEATER
HVAC HEATING, VENTILATING AND AIR
CONDITIONING
HW HOT WATER
HYD HYDRANT
ID INSIDE DIAMETER
ILSM INTERIM LIFE SAFETY MEASURE
IN INCHES
INCL INCLUDED
INCAND INCANDESCENT
INFO INFORMATION
INSUL INSULATION
INTERM INTERMEDIATE
INT INTERIOR
JAN JANITOR
JST JOIST
JT JOINT
K KILOWATT
KIP 1000 POUNDS
KIT KITCHEN
KO KNOCKOUT
KPL KICK PLATE
L LITER, ANGLE
LAM LAMINATE(D)
LAU LAUNDRY
LAV LAVATORY
LB POUND/POUNDS
LBL LABEL
LD LOAD
LF LINEAR FEET (FOOT)
LH LEFT HAND, LATENT HEAT
LIN LINEAR
LKR LOCKER
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LN LINOLEUM
LOC LOCATION
LRFD LOAD & RESISTANCE FACTOR
DESIGN
LT LIGHT
LTG LIGHTING
LWC LIGHT-WEIGHT CONCRETE
MACH MACHINE
MAINT MAINTENANCE
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MC MECHANICAL CONTRACTOR
MCB METAL CORNER BEAD
MDO MEDIUM DENSITY OVERLAY
MDF MEDIUM DENSITY FIBERBOARD
MECH MECHANICAL
MEP MECHANICAL, ELECTRICAL,
PLUMBING AND FIRE
PROTECTION
MEZZ MEZZANINE
MFR MANUFACTURER
MH MANHOLE
MM MILLIMETER
MIN MINIMUM
MISC MISCELLANEOUS
MLWK MILLWORK
MO MASONRY OPENING
MR MOISTURE RESISTANT
MRK BD MARKER BOARD
MTD MOUNTED
MTL METAL
MULL MULLION
N NORTH
NAT NATURAL
NCOMBL NONCOMBUSTIBLE
NFPA NATIONAL FIRE PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NO OR # NUMBER
NOM NOMINAL
NORM NORMAL
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
NWC NORMAL WEIGHT CONCRETE
O/O OUT TO OUT
OA OVERALL, OUTSIDE AIR
OC ON CENTER
OD OUTSIDE DIAMETER
OF/CI OWNER FURNISHED, CONTACTOR
INSTALLED
OF/OI OWNER FURNISHED, OWNER
INSTALLED
OFD OVERFLOW DRAIN
OFF OFFICE
OH OPPOSITE HAND
OH DR OVERHEAD (COILING) DOOR
OPNG OPENING
OPP OPPOSITE
OPT OPTIONAL, OPTIMUM
OZ OUNCE
P PAINT
PA PUBLIC ADDRESS
PBD PARTICLEBOARD
PC PLUMBING CONTRACTOR,
PORTLAND CEMENT
PCC PRECAST CONCRETE
PCT PORCELAIN CERAMIC TILE
PED PEDESTAL
PEND PENDANT
PER PERIOD
PERF PERFORATED
PGBD PEG BOARD
PL PLATE, PROPERTY LINE
PLF PONDS PER LINEAR FOOT
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLB PLUMBING
PLYWD PLYWOOD
PNL PANEL
POL POLISHED
PORC PORCELAIN
POS POSITIVE, POSITION
PPT PRESSURE-PRESERVATIVE
TREATED
PR PAIR
PREFAB PREFABRICATE
PREFIN PREFINISH
PREP PREPARATION
PROJ PROJECT
PROJ SCRN PROJECTION SCREEN
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PORCELAIN TILE, POST TENSION
PTN PARTITION
PVC POLYVINYL CHLORIDE (PLASTIC)
PVG PAVING
QT QUARRY TILE
QTR QUARTER
QTY QUANTITY
R RISER, RADIUS, THERMAL
RESISTANCE
RB RUBBER BASE, RESILIENT BASE
RCP REINFORCED CONCRETE PIPE,
REFLECTED CEILING PLAN
RD ROOF DRAIN, ROAD
REC RECESSED
REF REFRIGERATOR
REFL REFLECT
REG REGISTER, REGULATION
REINF REINFORCED
REQD REQUIRED
RES RESINOUS FLOOR
RESIL RESILIENT
REV REVISION
RF RESILIENT FLOORING
RFG ROOFING
RH RIGHT HAND, ROOF HATCH
RM ROOM
RO ROUGH OPENING
ROW RIGHT OF WAY
RTU ROOF TOP UNIT
RV ROOF VENT
RWB RUBBER WALL BASE
S SOLID SURFACE, SOUTH
SAB SOUND ATTENUATION BATTS
SAN SANITARY
SC SOLID CORE, SHADING COEFFICIENT
SCHED SCHEDULE
SEAL SEALER ON FLOOR (FINISH)
SECT SECTION
SF SQUARE FOOT, SAFETY FACTOR
SGT STRUCTURAL GLAZED TILE
SHT SHEET
SHR SHOWER
SIM SIMILAR
SOG SLAB ON GRADE
SP STANDPIPE, SUMP PIT
SPA SPACES
SPKR SPEAKER
SPEC SPECIFICATION
SQ SQUARE
SRD SECONDARY ROOF DRAIN
SS SERVICE SINK, STAINLESS STEEL
SSM SOLID SURFACE MATERIAL
SSP STAINLESS STEEL PIPE
STA STATION
STC SOUND TRANSMISSION CLASS
STD STANDARD
STIFF STIFFENER
STL STEEL
STOR STORAGE
STR STRAIGHT, STRINGERS
STRUCT STRUCTURAL
SUSP SUSPENDED
SV SHEET VINYL
SY SQUARE YARD
T TREAD
T/ TOP OF
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
TEL TELEPHONE
TELEC TELECOMMUNICATIONS
THRES THRESHOLD
TEMP TEMPORARY
TER TERRAZZO
THK THICK(NESS)
TK BD TACK BOARD
TMPD TEMPERED
TOC TOP OF CONCRETE
TOM TOP OF MASONRY
TOPO TOPOGRAPHY, TOPOGRAPHIC
TOS TOP OF STEEL
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TSTAT THERMOSTAT
TV TELEVISION
TYP TYPICAL
U HEAT TRANSFER COEFFICIENT
UC UNDERCUT
UCL UNDER CABINET LIGHTING
UGND UNDERGROUND
UH UNIT HEATER
UL UNDERWRITER'S LABORATORIES
UNEX UNEXCAVATED
UNFIN UNFINISHED
UON UNLESS OTHERWISE NOTED
UTIL UTILITY
UV UNIT VENTILATOR
V VOLTS
VA DEPARTMENT OF VETERAN AFFAIRS
VAMC VETERANS AFFAIRS MEDICAL
CENTER
VARN VARNISH(ED)
VB VINYL BASE
VC VA FURNISHED, CONTRACTOR
INSTALLED
VCT VINYL COMPOSITION TILE
VENT VENTILATION
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VIN VINYL
VOL VOLUME
VR VAPOR RETARDER
VT VINYL TILE
VV VA FURNISHED, VA INSTALLED
V SHT VINYL SHEET
VWC VINYL WALL COVERING
W WEST/WATTS
W/ WITH
WC WATER CLOSET, WALL COVERING
W/O WITHOUT
WD WOOD
WDW WINDOW
WF WIDE FLANGE
WD GD WOOD GUARD
WH WATER HEATER
WI WROUGHT IRON
WM WIRE MESH
WP WATERPROOFING, WORKING POINT,
WALL PROTECTION
WR WATER REPELLENT, WEATHER
RESISTANT
W RECPT WASTE RECEPTACLE
WSCT WAINSCOT
WSF WELDED SEAMLESS FLOORING
W/SF WATTS PER SQUARE FOOT
WT WEIGHT, WATERTIGHT, WATER
TABLE
WWF WELDED WIRE FABRIC
X BY
YD YARD
0' 4' 8' 16' 32'
C12 A
C12
A-XXX
A-XXX
X
SCALE: X"=1'-0"
TITLE
B
A
8'-0" AFF
BATT INSULATION
RIGID INSULATION
WOOD BLOCKING OR SHIMSTONE WOOD FRAMING (CONTINUOUS)
FINISH WOOD
STEEL-LARGE-SCALE
STEEL-SMALL-SCALE
PLYWOOD
CONCRETE
CONCRETE MASONRY UNIT
BRICK
(Other metals as noted)
NOTATION
SECTION CUT
DETAIL-BLOW UP
ELEVATION
INTERIOR ELEVATIONS
PARTITION TYPE
ROOM NUMBER
DOOR NUMBERS
REVISION
OR
OR001 100
A
DETAIL NO.
STRUCTURAL
GRID
VIEWING DIRECTION
DETAIL NO.
SHEET NO.
DETAIL NO.
SHEET NO.
SHEET NO.
ELEVATIO
N
NO.
PLAN KEY NOTE
DEMOLITION KEY NOTE
CEILING TYPE AND ELEVATION
DRAWING SYMBOLS
MATERIAL SYMBOLS
(Other metals as noted)
A-XXX
X
A-XXX
X
GYPSUM, SAND, MORTAR
A-XXX
X
SHEET NO.
ELEVATION NO.
GRAPHIC SCALE
SOLID SURFACE
WINDOW NO.1
FLOOR INFILL
CC EQUIPMENT DESIGNATION
SPRAY APPLIED FIREPROOFING
E
E
E
E
2E2E
E
2E
2E
2E
2E
2E
E
E
2E
2E
E
2E
2E
E
E
E
2E 2E
E
2E
2E 2E
E
E
2E
E
E
2E
2E
E
E2 E
2E
2E
2E
2E
2E
2E
2E
S1
S1
S S
2E2E
D C B A
DD
C.1
5.1
EFGH
CC
BB
AA
2E
2E
2E
2E 2E
2E
2E
2E
2E
2E
2E
2E
2E
DN
UP
DN
UP
D N
U P
E
XIT AC
C
ES
S
TR
A
VE
L D
ISTA
N C E = 81'-2"
E X
IT
A
C C
E S
S T
R A
V E
L D
IS
T
A N
C E
EXIT ACCESS TRAVEL DISTANCE = 71'-5"
S7
813-C
816-C
817-C
818C-1
811-C
806-C
805-C
S9
800C-1
837-C
836-C
835-C
834-C
834C-2
834C-1
833-C
831-C
831C-1
830C-1831C-2
830-C
804-C
S8
825-C
825C-1
MECHANICAL
RM
814C
MECHANICAL
RM
810C
MECHANICAL
RM
829C
823C
822C
821C
820C
819C
818C
819C-1
820C-1
822C-1
EXIT ACCESS TRAVEL DISTANCE = 56'
EXIT ACCESS TRAVEL DISTANCE = 85'
SMOKE PARTITION - 30 MIN RATED CORRIDOR WALL
1 HOUR RATED FIRE BARRIER
EXISTING 2 HR FIRE BARRIER TO BE MAINTAINED
EXIT ACCESS TRAVEL DISTANCE
EXISTING DEAD END CORRIDOR
X SF
X OCCP.
FLOOR AREA OCCUPANCY
5' TURNING RADIUS
CLEAR FLOOR SPACE
2 HOUR RATED CONSTRUCTION AND COLUMN
ENCLOSURE UL #X527
2 HOUR RATED FIRE BARRIER
C
B A
D
KEY PLAN
1. CONTRACTOR SHALL NOT COMPROMISE EXISTING 2-HOUR RATED PARTITIONS
AT EXISTING STAIRS IN ANY WAY.
2. COLUMN ENCLOSURES ARE EXISTING, 2 HOUR FIRE RATED SYSTEMS. WHERE
THE INTEGRITY OF THE SYSTEM IS DISRUPTED BY CONSTRUCTION ACTIVITIES,
EXACTLY MATCH ADJACENT/REMAINING CONSTRUCTION. FIRE CAULK AT
UNDERSIDE OF CONCRETE DECK AND ANY JOINTS. LAPPED CONSTRUCTION IS
NOT ACCEPTABLE. SHOULD ANY CONDITIONS PERMANENTLY DISRUPT THE
INTEGRITY OF THE FIRE RATED CONSTRUCTION, NOTIFY THE COR
IMMEDIATELY.
95 Perry Street, Suite 300 Buffalo, NY 14203
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID 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
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
ARCHITECT: WARD 9C RENOVATIONS
3495 BAILEY AVENUE BUFFALO, NY 14215
528-18-109
528-18-109-
45% DESIGN SUBMISSION
DESIGN DOCUMENT SUBMISSION 3-15-2021
8-7-2020
90% SUBMISSION 6-18-2021
100% SUBMISSION 10-29-2021
BID DOCUMENTS 2-25-2022
B
IM
/B u ff a lo
V A
W a rd
C
R e d e s ig n
C o n s tr u c ti o n /1
A R
C H
.r v t
/2
/2
:5
:0
A
M
G-002
8TH FLOOR CODE COMPLIANCE
DRAWINGS
February 25, 2022 RAS AHE
1/8" = 1'-0"1
8TH FLOOR CODE COMPLIANCE & LIFE SAFETY PLAN
• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS
• INTERNATIONAL BUILDING CODE (IBC), 2020 (ONLY WHEN SPECIFICALLY REFERENCED
IN VA DESIGN DOCUMENTS)
• INTERNATIONAL PLUMBING CODE (IPC) 2020
• NFPA 101 LIFE SAFETY CODE 2018
• NFPA 99 STANDARD FOR HEALTH CARE FACILITIES 2018
• NFPA 13 STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS 2019
• NFPA 25 STANDARD FOR THE INSPECTION TESTING AND MAINTENANCE OF WATER
BASED FIRE PROTECTION SYSTEMS 2020
• NATIONAL ELECTRICAL CODE (NEC) 2020
• PLUMBING CODE OF NEW YORK STATE, 2020
• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA
SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)
• FGI GUIDELINE FOR DESIGN & CONSTRUCTION OF HEALTH CARE FACILITIES, 2010
• VA SPACE PLANNING CRITERIA, SEPS VERSION 1.6 CHAPTER 100 MS& N PATIENT UNIT
• VETERANS ADMINISTRATION ELECTRICAL DESIGN MANUAL
• DEPARTMENT OF VETERAN AFFAIRS FIRE PROTECTION DESIGN MANUAL
• VETERANS ADMINISTRATION PLUMBING DESIGN MANUAL REQUIREMENTS
APPLICABLE CODES & DESIGN GUIDELINES:
NOTES
CODE ANALYSIS SYMBOLS LEGEND
NORTH
1/8" = 1'-0"
0' 4' 8' 16' 32'
FULLY SPRINKLERED
S S
S S
S
S SS S S
S S
E
E
2E
2E 2E
2E 2E
S
S
S
S
S
S
2E
2E
2E
S S
2E 2E
S S
S S
S
S S
S
E
S
S
S
S
S
E
S SS
S S
S
2E 2E
2E
E
E
2E
2E 2E
2E
S S
S
S
S
S
S
S
S
S
S S
S S
2E2E
S S
2E
S
S
S
S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
S
S S
S
2 2
2 2
2 S S
2 2
S S
2E2E
D C B A
DD
C.1
5.1
EFGH
CC
BB
AA
E
XIT AC
C
ES
S
TR
A
VE
L D
ISTA
N C E = 93'-11"
E X
IT
A
C C
E S
S T
R A
V E
L D
IS
T
A N
C E
DEAD END = 30'-0"
EXIT ACCESS TRAVEL DISTANCE = 67'-0"
OCCUP.2
334 SF
OCCUP.2
293 SF
OCCUP.2
330 SF
OCCUP.1
101 SF
OCCUP.2
322 SF
OCCUP.4
312 SF
OCCUP.2
136 SF
OCCUP.1
108 SF
OCCUP.1
117 SF
OCCUP.2
320 SF
OCCUP.2
120 SF
OCCUP.2
325 SF
OCCUP.2
329 SF
OCCUP.2
346 SF
OCCUP.1
125 SF
OCCUP.2
164 SF
OCCUP.1
58 SF
OCCUP.2
194 SF
OCCUP.2
290 SF
OCCUP.2
307 SF
OCCUP.2
308 SF
OCCUP.2
265 SF
OCCUP.2
280 SF
OCCUP.1
66 SF
OCCUP.1
64 SF
STAIR
STAIR
STAIR
FEC
EXISTING
TO
REMAIN
FEC EXISTING
TO REMAIN
FEC
EXISTING
TO
REMAIN
2 HR RATED
CONSTRUCTION
BARRIER
DOOR CAPACITY
45" 75
DOOR CAPACITY
44" 73
DOOR CAPACITY
45" 75
DOOR CAPACITY
45" 75
E X
IT
A
C C
E S
S T
R A
V E
L D
IS
T
A N
C E
DN
UP
DN
UP
D N
U P
OCCUP.2
304 SF
OCCUP.1
117 SF
OCCUP.1
11 SF
PATIENT
ROOM
932C
DATA RM
933C
HSKPG
934C
PATIENT
ROOM
904C
TLT. RM.
905-1C
TLT. RM.
904-1C
PATIENT
ROOM
905C
PATIENT
ROOM
931C
TLT. RM.
931-1C
TLT. RM.
932-1C
CLEAN
UTILITY
906C
SOILED
UTILITY
907C
NURSE
MANAGER
930C
CLEAN
LINEN
929C
LARGE
EQUIP.
RM.
908C
TLT. RM.
909-1C
PATIENT
ROOM
909C
TLT. RM.
-IIA
911-1C
PATIENT
ROOM -
IIA
911C
TLT. RM.
-IIA
913-1C
PATIENT
ROOM -
IIA
913C
ANTE
RM.
912C
PATIENT
ROOM -
IIA/BAR.
914C
TLT. RM.
- BAR
914-1C
ANTE
RM.
915C
PATIENT
ROOM -
IIA/BAR.
916C
TLT. RM.
- BAR
916-1C
CONF.
RM /
RESIDENT
OFFICE
917C
NURSE
STATION
918C
PATIENT
LOUNGE
928C
N.WK.RM
927C
MED RM
920C
OXYGEN
919C
TLT. RM.
921-1C
N.TR.
927-1C
PATIENT
ROOM
926C
PATIENT
ROOM
921C
PATIENT
ROOM
923C
TLT. RM.
925-1C
TLT. RM.
926-1C
PATIENT
ROOM
925C
TLT. RM.
924-1C
N. STN.
902C
TLT. RM.
923-1C
PATIENT
ROOM
924C
CORRIDOR
900C
OCCUP.1
85 SF ELECT.
CLOSET
908C-1
EXIT ACCESS TRAVEL DISTANCE = 52'-0"
SMOKE PARTITION - 30 MIN RATED CORRIDOR WALL
1 HOUR RATED FIRE BARRIER
EXISTING 2 HR FIRE BARRIER TO BE MAINTAINED
EXIT ACCESS TRAVEL DISTANCE
EXISTING DEAD END CORRIDOR
X SF
X OCCP.
FLOOR AREA OCCUPANCY
5' TURNING RADIUS
CLEAR FLOOR SPACE
2 HOUR RATED CONSTRUCTION AND COLUMN
ENCLOSURE UL #X527
2 HOUR RATED FIRE BARRIER
1. REFER TO PARTITION TYPES ON SHEET A-601 FOR DETAILS OF NEW RATED
PARTITIONS.
2. REFER TO DETAIL 2 ON SHEET A-601 FOR COLUMN ENCLOSURE DETAILS.
3. EXISTING FIRE EXTINGUISHER CABINETS AT EXISTING STAIR HALLS ARE TO REMAIN.
4. CONTRACTOR SHALL NOT COMPROMISE EXISTING 2-HOUR RATED PARTITIONS AT
EXISTING STAIRS IN ANY WAY.
5. REFER TO ELECTRICAL DRAWINGS FOR EXIT SIGN ARRANGEMENT.
C
B A
D
KEY PLAN
95 Perry Street, Suite 300 Buffalo, NY 14203
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID 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
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
ARCHITECT: WARD 9C RENOVATIONS
3495 BAILEY AVENUE BUFFALO, NY 14215
528-18-109
528-18-109-
45% DESIGN SUBMISSION
DESIGN DOCUMENT SUBMISSION 3-15-2021
8-7-2020
90% SUBMISSION 6-18-2021
100% SUBMISSION 10-29-2021
BID DOCUMENTS 2-25-2022
B
IM
/B u ff a lo
V A
W a rd
C
R e d e s ig n
C o n s tr u c ti o n /1
A R
C H
.r v t
/2
/2
:5
:1
A
M
G-003
9TH FLOOR CODE COMPLIANCE
DRAWINGS
February 25, 2022 RAS AHE
SINGLE
MIXED OCCUPANCY SEPARATED NON-SEPARATED
OCCUPANCY CLASSIFICATION(S):
CONSTRUCTION CLASSIFICATION :
AUTOMATIC SPRINKLER SYSTEM PROVIDED: YES
13R
NO
13D13NFPA STANDARD:
OCCUPANCY CLASSIFICATION:
MEANS OF EGRESS:
DESIGN OCCUPANT LOAD SUMMARY
AREA SQUARE FOOTAGE: 10,694
PATIENT BED CAPACITY: 14
TOTAL
MEANS OF EGRESS ELEMENT REQUIRED PROVIDED NFPA 101 SECTION
NUMBER OF EXITS
EXIT ACCESS TRAVEL DISTANCE
DEAD-END LIMIT
19.2.4.2
19.2.5.7.2.4 (B)
19.2.5.2
BUILDING DATA & CODE REVIEW
I-2, HEALTHCARE USE/INPATIENT TREATMENT DEPARTMENT
TYPE II (222)
200'
30'
Y
N - CODE COMPLIANT IF NOT
FEASIBLE IN EXISTING
CONDITION
X
X
FIRE RESISTANCE RATING FOR BUILDING ELEMENTS
STRUCTURAL FRAME: 2 HR
FLOOR: 2 HR
CODE ANALYSIS SYMBOLS LEGEND
NOTES
• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS
• INTERNATIONAL BUILDING CODE (IBC), 2020 (ONLY WHEN SPECIFICALLY REFERENCED
IN VA DESIGN DOCUMENTS)
• INTERNATIONAL PLUMBING CODE (IPC) 2020
• NFPA 101 LIFE SAFETY CODE 2018
• NFPA 99 STANDARD FOR HEALTH CARE FACILITIES 2018
• NFPA 13 STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS 2019
• NFPA 25 STANDARD FOR THE INSPECTION TESTING AND MAINTENANCE OF WATER
BASED FIRE PROTECTION SYSTEMS 2020
• NATIONAL ELECTRICAL CODE (NEC) 2020
• PLUMBING CODE OF NEW YORK STATE, 2020
• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA
SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)
• FGI GUIDELINE FOR DESIGN & CONSTRUCTION OF HEALTH CARE FACILITIES, 2010
• VA SPACE PLANNING CRITERIA, SEPS VERSION 1.6 CHAPTER 100 MS& N PATIENT UNIT
• VETERANS ADMINISTRATION ELECTRICAL DESIGN MANUAL
• DEPARTMENT OF VETERAN AFFAIRS FIRE PROTECTION DESIGN MANUAL
• VETERANS ADMINISTRATION PLUMBING DESIGN MANUAL REQUIREMENTS
APPLICABLE CODES & DESIGN GUIDELINES:
1/8" = 1'-0"1
9TH FLOOR CODE COMPLIANCE AND FIRE SAFETY PLAN
NORTH
1/8" = 1'-0"
0' 4' 8' 16' 32'
X
FULLY SPRINKLERED
9C ROOM SCHEDULE for G-003
NUMBER ROOM NAME AREA
900C CORRIDOR 2003 SF
901C CRASH CART 10 SF
902C N. STN. 10 SF
904-1C TLT. RM. 57 SF
904C PATIENT ROOM 262 SF
905-1C TLT. RM. 56 SF
905C PATIENT ROOM 257 SF
906C CLEAN UTILITY 114 SF
907C SOILED UTILITY 116 SF
908C LARGE EQUIP. RM. 94 SF
908C-1 ELECT. CLOSET 8 SF
909-1C TLT. RM. 47 SF
909C PATIENT ROOM 239 SF
910C N. STN. 21 SF
911-1C TLT. RM. -IIA 66 SF
911C PATIENT ROOM - IIA 261 SF
912C ANTE RM. 84 SF
913-1C TLT. RM. -IIA 62 SF
913C PATIENT ROOM - IIA 237 SF
914-1C TLT. RM. - BAR 64 SF
914C PATIENT ROOM - IIA/BAR. 250 SF
915C ANTE RM. 99 SF
916-1C TLT. RM. - BAR 55 SF
916C PATIENT ROOM - IIA/BAR. 268 SF
917C CONF. RM / RESIDENT OFFICE 138 SF
918C NURSE STATION 315 SF
919C OXYGEN 11 SF
920C MED RM 123 SF
921-1C TLT. RM. 55 SF
921C PATIENT ROOM 225 SF
922C CRASH CART 13 SF
923-1C TLT. RM. 55 SF
923C PATIENT ROOM 220 SF
924-1C TLT. RM. 50 SF
924C PATIENT ROOM 210 SF
925-1C TLT. RM. 60 SF
925C PATIENT ROOM 242 SF
926-1C TLT. RM. 58 SF
926C PATIENT ROOM 241 SF
927-1C N.TR. 29 SF
927C N.WK.RM 157 SF
928C PATIENT LOUNGE 161 SF
929C CLEAN LINEN 58 SF
930C NURSE MANAGER 122 SF
930C-1 N.STN. 13 SF
931-1C TLT. RM. 58 SF
931C PATIENT ROOM 280 SF
932-1C TLT. RM. 57 SF
932-2C N.STN. 10 SF
932C PATIENT ROOM 266 SF
933C DATA RM 54 SF
934C HSKPG 55 SF
E
E
2E 2E
2E
E
E
2E 2E
E
2E2E
2E 2E
E
E
E
E
2E 2E
2E
2E
2E
2E
2E
2E2E
2E
2E
2E 2E
2E
2E
2E
2E 2E
2E
2E
2E 2E
E
2E
E
2E2E
2E
2E
E
2 2
2 2 2
2 2
S S
2E2E
D C B A
DD
C.1
5.1
EFGH
CC
BB
AA
AD-103
D N
U P
DN
UP
DN
UP
STAIR
STAIR
STAIR
2E
2E
2E
2E
2E
2E2E
2E
2E
2E
2E
2E
2E
2E
2E
E
XIT AC
C
ES
S
TR
A
VE
L D
ISTA
N C E = 114'-6"
E X
IT
A
C C
E S
S T
R A
V E
L D
IS
T
A N
C E
EXIT ACCESS TRAVEL DISTANCE = 84'-6"
1014C3
1014C2-1 1014C2
1014C4
1014C1 1013C
1014C5 1015C 1015C2-1
1012C2 1012C1
1011C
1011C1 1009C
1010C
1008C
1007C
1005C
1004C1
1004C
1035C
1033C
1033C1
1031C1
1031C
1008C1
1008C2
1029C
1028C
1027C
1017C1
1018C
1020C
1024C
1024C
1021C
1022C
1006C
1016C1016C11016C2
1017C
1025C
1021C-1
1019C-1
DEAD END = 50'-0"
A-102
EXIT ACCESS TRAVEL DISTANCE = 43'
SMOKE PARTITION - 30 MIN RATED CORRIDOR WALL
1 HOUR RATED FIRE BARRIER
EXISTING 2 HR FIRE BARRIER TO BE MAINTAINED
EXIT ACCESS TRAVEL DISTANCE
EXISTING DEAD END CORRIDOR
X SF
X OCCP.
FLOOR AREA OCCUPANCY
5' TURNING RADIUS
CLEAR FLOOR SPACE
2 HOUR RATED CONSTRUCTION AND COLUMN
ENCLOSURE UL #X527
2 HOUR RATED FIRE BARRIER
1. CONTRACTOR SHALL NOT COMPROMISE EXISTING 2-HOUR RATED PARTITIONS
AT EXISTING STAIRS IN ANY WAY.
2. COLUMN ENCLOSURES ARE EXISTING, 2 HOUR FIRE RATED SYSTEMS. WHERE
THE INTEGRITY OF THE SYSTEM IS DISRUPTED BY CONSTRUCTION ACTIVITIES,
EXACTLY MATCH ADJACENT/REMAINING CONSTRUCTION. FIRE CAULK AT
UNDERSIDE OF CONCRETE DECK AND ANY JOINTS. LAPPED CONSTRUCTION IS
NOT ACCEPTABLE. SHOULD ANY CONDITIONS PERMANENTLY DISRUPT THE
INTEGRITY OF THE FIRE RATED CONSTRUCTION, NOTIFY THE COR
IMMEDIATELY.
95 Perry Street, Suite 300 Buffalo, NY 14203
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID 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
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
ARCHITECT: WARD 9C RENOVATIONS
3495 BAILEY AVENUE BUFFALO, NY 14215
528-18-109
528-18-109-
45% DESIGN SUBMISSION
DESIGN DOCUMENT SUBMISSION 3-15-2021
8-7-2020
90% SUBMISSION 6-18-2021
100% SUBMISSION 10-29-2021
BID DOCUMENTS 2-25-2022
B
IM
/B u ff a lo
V A
W a rd
C
R e d e s ig n
C o n s tr u c ti o n /1
A R
C H
.r v t
/2
/2
:5
:2
A
M
G-004
10TH FLOOR CODE COMPLIANCE
DRAWINGS
February 25, 2022 RAS AHE
1/8" = 1'-0"1
10TH FLOOR CODE COMPLIANCE PLAN
• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS
• INTERNATIONAL BUILDING CODE (IBC), 2020 (ONLY WHEN SPECIFICALLY REFERENCED
IN VA DESIGN DOCUMENTS)
• INTERNATIONAL PLUMBING CODE (IPC) 2020
• NFPA 101 LIFE SAFETY CODE 2018
• NFPA 99 STANDARD FOR HEALTH CARE FACILITIES 2018
• NFPA 13 STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS 2019
• NFPA 25 STANDARD FOR THE INSPECTION TESTING AND MAINTENANCE OF WATER
BASED FIRE PROTECTION SYSTEMS 2020
• NATIONAL ELECTRICAL CODE (NEC) 2020
• PLUMBING CODE OF NEW YORK STATE, 2020
• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA
SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)
• FGI GUIDELINE FOR DESIGN & CONSTRUCTION OF HEALTH CARE FACILITIES, 2010
• VA SPACE PLANNING CRITERIA, SEPS VERSION 1.6 CHAPTER 100 MS& N PATIENT UNIT
• VETERANS ADMINISTRATION ELECTRICAL DESIGN MANUAL
• DEPARTMENT OF VETERAN AFFAIRS FIRE PROTECTION DESIGN MANUAL
• VETERANS ADMINISTRATION PLUMBING DESIGN MANUAL REQUIREMENTS
APPLICABLE CODES & DESIGN GUIDELINES:
NOTES
CODE ANALYSIS SYMBOLS LEGEND
NORTH
1/8" = 1'-0"
0' 4' 8' 16' 32'
D C B A
DD
C.1
5.1
EFGH
CC
BB
AA
PHASING FOR WORK ON 7C
GENERAL
GOVERNMENT WILL TEMPORARILY VACATE DESIGNATED PORTIONS OF THE 8TH FLOOR IN PHASES TO ALLOW CONTRACTOR ACCESS TO THE UTILITIES ABOVE THE CEILING (INCLUDING PIPE CHASES)
AFFECTED BY DEMOLITION AND RENOVATION WORK ON THE 9TH FLOOR, AS WELL AS WORK
RELATED TO CREATING NEW MECHANICAL ROOMS ON THE 8TH FLOOR. ALL OTHER AREAS OF THE 8TH FLOOR WILL REMAIN OCCUPIED FOR THE DURATION OF THE PROJECT. CONTRACTOR ACCESS TO AND USE OF SPACE ON THE 8TH FLOOR SHALL BE AS DIRECTED AND APPROVED BY THE COR.
THE PHASING SEQUENCE SHOWN IN THE CONTRACT DOCUMENTS INDICATES GENERAL AREAS OF
WORK. THE CONTRACTOR SHALL DEVELOP A DETAILED PLAN FOR ABATEMENT, DEMOLITION, AND INSTALLATION OF NEW WORK (INCLUDING ANY UTILITY INTERRUPTIONS) IN ACCORDANCE WITH THE REQUIREMENTS OF DIVISION 1 GENERAL REQUIREMENTS FOR APPROVAL BY THE COR. PLAN
AND EXECUTE WORK FOR SHORTEST DURATION OF EACH PHASE AND TO MINIMIZE IMPACT ON
MEDICAL CENTER.
GOVERNMENT SHALL REMOVE MOVABLE EQUIPMENT AND FURNISHINGS PRIOR TO EACH PHASE
OR SUB-PHASE. CONTRACTOR AND COR SHALL SURVEY EACH AREA PRIOR TO THE
COMMENCEMENT OF WORK. CONTRACTOR SHALL PROTECT EXISTING FINISHES, FURNISHING AND
EQUIPMENT THAT REMAINS IN PLACE DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR
SHALL RESTORE ANY EXISTING CONSTRUCTION, FINISHES, UTILITIES, OR EQUIPMENT DAMAGED
OR DISTURBED DURING THE WORK.
PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL INSTALL AND MAINTAIN INFECTION
CONTROL MEASURES AS SPECIFIED IN DIVISION 1, INCLUDING DUST CONTROL PARTITIONS, WALK- OFF MATS, VENTILATION, AND CLEANING PROCEDURES, TO SEPARATE THE AREA OF WORK FROM
SPACES OCCUPIED BY THE MEDICAL CENTER. FIRE PROTECTION AND LIFE SAFETY FEATURES
SHALL BE MAINTAINED AT ALL TIMES. CORRIDOR WIDTHS SHALL NOT BE REDUCED TO LESS THAN
4'-0" FEET BY DUST BARRIER PARTITIONS OR CONTRACTOR OPERATIONS.
THE ABATEMENT DEMOLITION PORTION OF THE WORK ON 8C WILL OCCUR ON AN UNOCCUPIED
PORTION OF THE WARD. PARTIAL OCCUPATION MAY OCCUR FOLLOWING ABATEMENT AND
DEMOLITION FOR NEW WORK AS REQUIRED.
SUGGESTED PHASING INCLUDES 2 PARTS COMPRISING 12 TOTAL PHASES.
PART I: ABATEMENT, MEP REMOVALS, WALL & CEILING REMOVALS
PART I INCLUDES PHASES 1 THROUGH 6 FOR ABATEMENT, MEP REMOVALS, WALL & CEILING
REMOVALS. AFTER EACH ABATEMENT AND DEMOLITION PHASE IS COMPLETE, TEMPORARY
CONSTRUCTION BARRIERS WILL BE REMOVED AND THE AREA WILL BE OCCUPIED.
UPON COMPLETION OF WORK IN EACH PHASE, CONTRACTOR SHALL BROOM CLEAN ALL AREAS
WITHIN THAT PHASE. GOVERNMENT SHALL RE-OCCUPY ROOMS DESIGNATED UNDER COMPLETED
PHASE AND SHALL TEMPORARILY VACATE ROOMS DESIGNATED FOR WORK UNDER THE
FOLLOWING PHASE, INCLUDING 3'-0" CLEAR FEET OF CORRIDOR ADJACENT TO THESE ROOMS.
OTHER AREAS OF THE 8TH FLOOR WILL REMAIN OCCUPIED BY THE MEDICAL CENTER.
CONTRACTOR SHALL COORDINATE WORK HOURS WITH COR TO MINIMIZE DISRUPTIONS.
UPON COMPLETION OF WORK IN THE FINAL PHASE OF PART I, PHASE 6, CONTRACTOR SHALL
CLEAN AREAS OF PHASE 6. GOVERNMENT SHALL RE-OCCUPY AREAS OF THE 8TH FLOOR C-WING.
PART II: NEW WORK
PART II INCLUDES PHASES 7 THROUGH 12 FOR NEW WORK REQUIRED. THE WORK IS TO BE
COMPLETED AT NIGHT AND ALLOW FOR DAILY OCCUPANCY. UPON COMPLETION OF WORK EACH
NIGHT, CONTRACTOR SHALL CLEAN AFFECTED AREAS WITHIN THAT PHASE AND APPLY
PROTECTIVE SHEETING TO THE UNDERSIDE OF EXPOSED CEILINGS IN PREPARATION FOR
GOVERNMENT OCCUPANCY DURING THE DAY.
GENERAL PHASING AND INTERIM LIFE SAFETY NOTES
REFER TO SPECIFICATION SECTIONS 01 00 00, GENERAL REQUIREMENT PARAGRAPH: INFECTION
PREVENTION MEASURES AND 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. IMPLEMENT
REQUIREMENTS OF THE REFERENCED SPECIFICATION SECTIONS PRIOR TO ONSET OF WORK.
TEMPORARY CONSTRUCTION BARRIERS REQUIRED PER DETAILS 8 AND 9 ON SHEET G-009 PRIOR
TO COMMENCEMENT OF ABATEMENT AND CONSTRUCTION.
CONTRACTOR IS REQUIRED TO USE WALK OFF MAT FOR CORRIDOR RE-ENTRY LOCATIONS.
CONSTRUCTION AREA TO REMAIN NEGATIVELY PRESSURED WITH PRESSURE INDICATOR AT
ENTRANCE.
SIGNAGE REQUIRED INDICATING CONSTRUCTION AREA. POST AT MAIN ENTRY TO WARD 8C AND
9C.
NO PORTION OF THE EXISTING SPRINKLER SYSTEM AT WARD 8C SHALL BE DISRUPTED DURING
PHASED CONSTRUCTION. SYSTEM SHALL REMAIN OPERATIONAL FOR THE DURATION OF THE
WORK.
EXISTING SPRINKLER SYSTEM AT WARD 9C SHALL REMAIN OPERATIONAL UNTIL SUCH TIME THAT
THE NEW SPRINKLER SYSTEM IS FUNCTIONING. REFER TO FIRE PROTECTION DRAWINGS AND
SPECIFICATIONS.
AT 9C, CONTRACTOR TO MAINTAIN A MINIMUM OF 3 HEAT SENSING DEVICES, INSTALLED IN
ACCORDANCE WITH NFPA - ONE AT EACH "LEG" OF THE WARD, CENTRALLY LOCATED ALONG THE "LEG." ONE PULL STATION SHALL BE LOCATED AT THE Y INTERSECTION. DEVICES TO REMAIN IN
PLACE FOR THE DURATION OF CONSTRUCTION UNTIL PERMANENT SYSTEM IS FUNCTIONAL.
REFER TO FIRE PROTECTION DRAWINGS.
AT 9C, CONTRACTOR SHALL MAINTAIN ONE CENTRALLY LOCATED SPEAKER FOR THE DURATION
OF THE CONTRACT.
CONTRACTOR IS RESPONSIBLE FOR KEEPING THE WORK AREA AND ANY USED PORTIONS OF
CORRIDOR IN A CLEAN AND SAFE CONDITION.
CONTRACTOR SHALL TAKE NECESSARY MEASURES TO RESTRICT UNCERTIFIED PERSONNEL OR
UNAUTHORIZED VISITORS FROM ENTERING ACTIVE WORK AREAS AT ANYTIME.
CONTRACTOR SHALL RESTORE ANY EXISTING CONSTRUCTION, FINISHES, UTILITIES, OR
EQUIPMENT DAMAGED DURING THE COURSE OF WORK TO CONDITION OF SUCH PRIOR TO THE
START OF WORK OR BETTER. AREAS AFFECTED BY THE REMOVAL OF TEMPORARY
CONSTRUCTION BARRIERS SHALL BE FULLY RESTORED.
CONTRACTOR SHALL PATCH, PRIME, AND PAINT SURFACES AND/OR REPAIR FINISHES TO MATCH EXISTING ADJACENT CONSTRUCTION IN MATERIAL, COLOR, AND TEXTURE. PAINT FULL WALLS TO
A NATURAL BREAK AT INSIDE/OUTSIDE CORNER.
CONSTRUCTION BARRIER AT WARD 9C SHALL REMAIN IN PLACE FOR THE DURATION OF THE
WORK AT 9C. CONSTRUCTION BARRIERS AT 8C SHALL REMAIN IN PLACE FOR THE DURATION OF
THE WORK AT EACH PHASED ZONE OR AS DIRECTED BY COR.
CONTRACTOR SHALL COORDINATE WORK SO THAT ANY EQUIPMENT AND/OR COMPONENT PART
OF SYSTEMS TO REMAIN OR REMAIN OPERATIONAL DURING CONSTRUCTION WILL NOT BE
DISRUPTED.
INFECTION CONTROL RISK ASSESSMENT NOTES
MINIMUM REQUIRED INFECTION CONTROL PRECAUTIONS BY CLASS | BEFORE AND
DURING WORK ACTIVITY:
1. CONSTRUCT AND COMPLETE CRITICAL BARRIERS MEETING NFPA 241
REQUIREMENTS. BARRIERS MUST EXTEND TO THE CEILING OR IF CEILING TILE IS
REMOVED, TO THE DECK ABOVE.
2. ALL (PLASTIC OR HARD) BARRIER CONSTRUCTION ACTIVITIES MUST BE
COMPLETED IN A MANNER THAT PREVENTS DUST RELEASE. PLASTIC BARRIERS
MUST BE EFFECTIVELY AFFIXED TO GROUND AND CEILING AND SECURE FROM
MOVEMENT OR DAMAGE. APPLY TAPE THAT WILL NOT LEAVE A RESIDUE TO SEAL
GAPS BETWEEN BARRIERS, CEILING OR FLOOR.
3. SEAL ALL PENETRATIONS IN CONTAINMENT BARRIERS, INCLUDING FLOORS AND
CEILING, USING APPROVED MATERIALS (UL SCHEDULE FIRESTOP IF APPLICABLE
FOR BARRIER TYPE).
4. CONTAINMENT UNITS OR ENVIRONMENTAL CONTAINMENT UNITS (ECUS)
APPROVED FOR CLASS IV PRECAUTIONS IN SMALL AREAS TOTALLY CONTAINED BY
THE UNIT AND THAT HAS HEPA-FILTERED EXHAUST AIR.
5. REMOVE OR ISOLATE RETURN AIR DIFFUSERS TO AVOID DUST ENTERING THE
HVAC SYSTEM.
6. REMOVE OR ISOLATE THE SUPPLY AIR DIFFUSERS TO AVOID POSITIVE
PRESSURIZATION OF THE SPACE.
7. NEGATIVE AIRFLOW PATTERN MUST BE MAINTAINED FROM THE ENTRY POINT TO
THE ANTEROOM AND INTO THE CONSTRUCTION AREA. THE AIRFLOW MUST
CASCADE FROM OUTSIDE TO INSIDE THE CONSTRUCTION AREA. THE ENTIRE
CONSTRUCTION AREA MUST REMAIN NEGATIVELY PRESSURIZED.
8. MAINTAIN NEGATIVE PRESSURIZATION OF THE ENTIRE WORKSPACE BY USE OF
HEPA EXHAUST AIR SYSTEMS DIRECTED OUTDOORS. EXHAUST DISCHARGED
DIRECTLY TO THE OUTDOORS THAT IS 25 FEET OR GREATER FROM ENTRANCES,
AIR INTAKES AND WINDOWS DOES NOT REQUIRE HEPA-FILTERED AIR.
9. IF EXHAUST IS DIRECTED INDOORS, THEN THE SYSTEM MUST BE HEPA FILTERED.
PRIOR TO START OF WORK, HEPA FILTRATION MUST BE VERIFIED BY PARTICULATE
MEASUREMENT AS NO LESS THAN 99.97% EFFICIENCY AND MUST NOT ALTER OR
CHANGE AIRFLOW/PRESSURE RELATIONSHIPS IN OTHER AREAS.
10. EXHAUST INTO SHARED OR RECIRCULATING HVAC SYSTEMS, OR OTHER SHARED
EXHAUST SYSTEMS (E.G., BATHROOM EXHAUST) IS NOT ACCEPTABLE.
11. INSTALL DEVICE (E.G., MAGNEHELIC, MANOMETER, OR DIGITAL MONITORING) ON
EXTERIOR OF WORK CONTAINMENT TO CONTINUALLY MONITOR NEGATIVE
PRESSURIZATION. THE “BALL IN THE WALL” OR SIMILAR APPARATUS ARE NOT
ACCEPTABLE.
12. CONTAIN ALL TRASH AND DEBRIS IN THE WORK AREA.
13. NONPOROUS/SMOOTH AND CLEANABLE CONTAINERS (WITH A HARD LID) MUST BE
USED TO TRANSPORT TRASH AND DEBRIS FROM THE CONSTRUCTION AREAS.
THESE CONTAINERS MUST BE DAMP-WIPED CLEANED AND FREE OF VISIBLE
DUST/DEBRIS BEFORE LEAVING THE CONTAINED WORK AREA.
14. WORKER CLOTHING MUST BE CLEAN AND FREE OF VISIBLE DUST BEFORE
LEAVING THE WORK AREA. HEPA VACUUMING OF CLOTHING OR USE OF COVER
SUITES IS ACCEPTABLE.
15. WORKERS MUST WEAR SHOE COVERS PRIOR TO ENTRY INTO THE WORK AREA.
SHOE COVERS MUST BE CHANGED PRIOR TO EXITING THE ANTEROOM TO THE
OCCUPIED SPACE (NON-WORK AREA). DAMAGED SHOE COVERS MUST BE
IMMEDIATELY CHANGED.
16. INSTALL A STICKY (DUST COLLECTION) MAT AT ENTRANCE OF CONTAINED WORK
AREA BASED ON FACILITY POLICY. STICKY MATS MUST BE CHANGED ROUTINELY
AND WHEN VISIBLY SOILED.
17. CONSIDER COLLECTION OF PARTICULATE DATA DURING WORK TO MONITOR AND
ENSURE THAT CONTAMINATES DO NOT ENTER THE OCCUPIED SPACES. ROUTINE
COLLECTION OF PARTICULATE SAMPLES MAY BE USED TO VERIFY HEPA
FILTRATION EFFICIENCIES.
MINIMUM REQUIRED INFECTION CONTROL PRECAUTIONS - UPON COMPLETION OF
WORK ACTIVITY:
CLASS III (TYPE C ACTIVITIES ONLY), IV, AND V PRECAUTIONS REQUIRE INSPECTION
AND DOCUMENTATION FOR DOWNGRADED ICRA PRECAUTIONS.
CONSTRUCTION AREAS MUST BE INSPECTED BY AN INFECTION PREVENTIONIST OR
DESIGNEE AND ENGINEERING REPRESENTATIVE FOR DISCONTINUATION OR
DOWNGRADING OF ICRA PRECAUTIONS.
WORK AREA CLEANING:
1. CLEAN WORK AREAS INCLUDING ALL ENVIRONMENTAL SURFACES, HIGH
HORIZONTAL SURFACES AND FLOORING MATERIALS.
2. CHECK ALL SUPPLY AND RETURN AIR REGISTERS FOR DUST ACCUMULATION
ON UPPER SURFACES AS WELL AS AIR DIFFUSER SURFACES.
REMOVAL OF CRITICAL BARRIERS:
1. CRITICAL BARRIERS MUST REMAIN IN PLACE DURING ALL WORK INVOLVING
DRYWALL REMOVAL, CREATION OF DUST AND ACTIVITIES BEYOND SIMPLE
TOUCH-UP WORK. THE BARRIER MAY NOT BE REMOVED UNTIL A WORK AREA
CLEANING HAS BEEN PERFORMED.
2. ALL (PLASTIC OR HARD) BARRIER REMOVAL ACTIVITIES MUST BE COMPLETED IN
A MANNER THAT PREVENTS DUST RELEASE. USE THE FOLLOWING
PRECAUTIONS WHEN REMOVING HARD BARRIERS:
1. CAREFULLY REMOVE SCREWS AND PAINTER TAPE.
2. IF DUST WILL BE GENERATED DURING SCREW REMOVAL, USE HAND-
HELD HEPA VACUUM.
3. DRYWALL CUTTING IS PROHIBITED DURING REMOVAL PROCESS.
4. CLEAN ALL STUD TRACKS WITH HEPA VACUUM BEFORE REMOVING
OUTER HARD BARRIER.
5. USE A PLASTIC BARRIER TO ENCLOSE AREA IF DUST COULD BE
GENERATED.
NEGATIVE AIR REQUIREMENTS:
1. THE USE OF NEGATIVE AIR MUST BE DESIGNED TO REMOVE CONTAMINATES
FROM THE WORK AREA.
2. NEGATIVE AIR DEVICES MUST REMAIN OPERATIONAL AT ALL TIMES AND IN
PLACE FOR A PERIOD AFTER COMPLETION OF DUST CREATING ACTIVITIES TO
REMOVE CONTAMINANTS FROM THE WORK AREA AND BEFORE REMOVAL OF
CRITICAL BARRIERS.
HVAC SYSTEMS:
1. UPON REMOVAL OF CRITICAL BARRIERS, REMOVE ISOLATION OF HVAC SYSTEM
IN AREAS WHERE WORK IS BEING PERFORMED.
2. VERIFY THAT HVAC SYSTEMS ARE CLEAN AND OPERATIONAL.
3. VERIFY THE HVAC SYSTEMS MEETS ORIGINAL AIRFLOW AND AIR EXCHANGE
DESIGN SPECIFICATIONS.
PART I: PHASE 1; PART II: PHASE 7
PART I: PHASE 2; PART II: PHASE 8
PART I: PHASE 3; PART II: PHASE 9
LEGEND
PART I: PHASE 4; PART II: PHASE 10
PART I: PHASE 5; PART II: PHASE 11
PART I: PHASE 6; PART II: PHASE 12
95 Perry Street, Suite 300 Buffalo, NY 14203
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID 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
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
ARCHITECT: WARD 9C RENOVATIONS
3495 BAILEY AVENUE BUFFALO, NY 14215
528-18-109
528-18-109-
45% DESIGN SUBMISSION
DESIGN DOCUMENT SUBMISSION 3-15-2021
8-7-2020
90% SUBMISSION 6-18-2021
100% SUBMISSION 10-29-2021
BID DOCUMENTS 2-25-2022
B
IM
/B u ff a lo
V A
W a rd
C
R e d e s ig n
C o n s tr u c ti o n /1
A R
C H
.r v t
/2
/2
:5
:2
A
M
G-005
7TH FLOOR - PHASING FLOOR
PLAN
February 25, 2022 RAS RLB
1/8" = 1'-0"1
7TH FLOOR PHASING PLAN
PART I: PHASE 6
PART II: PHASE 12
PART I: PHASE 2
PART II: PHASE 8
PART I: PHASE 5
PART II: PHASE 11
DD
C.1
5.1
EFGH
CC
BB
AA
MOCK-UP ROOM
ABOVE @ 9C
DN
UP
DN
UP
D N
U P
GENERAL PHASING AND INTERIM LIFE SAFETY NOTES
REFER TO SPECIFICATION SECTIONS 01 00 00, GENERAL REQUIREMENT PARAGRAPH: INFECTION
PREVENTION MEASURES AND 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. IMPLEMENT
REQUIREMENTS OF THE REFERENCED SPECIFICATION SECTIONS PRIOR TO ONSET OF WORK.
TEMPORARY CONSTRUCTION BARRIERS REQUIRED PER DETAILS 8 AND 9 ON SHEET G-009 PRIOR
TO COMMENCEMENT OF ABATEMENT AND CONSTRUCTION.
CONTRACTOR IS REQUIRED TO USE WALK OFF MAT FOR CORRIDOR RE-ENTRY LOCATIONS.
CONSTRUCTION AREA TO REMAIN NEGATIVELY PRESSURED WITH PRESSURE INDICATOR AT
ENTRANCE.
SIGNAGE REQUIRED INDICATING CONSTRUCTION AREA. POST AT MAIN ENTRY TO WARD 8C AND
9C.
NO PORTION OF THE EXISTING SPRINKLER SYSTEM AT WARD 8C SHALL BE DISRUPTED DURING
PHASED CONSTRUCTION. SYSTEM SHALL REMAIN…
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