36C24619R0057-0003001.pdf
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36C24619R0057 0003 S06 - AMENDMENT #3_AE101.pdf
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Z
AA
BB
ANTE ROOM 1
1H-109
HD BUFFER
1H-109A
STERILE BUFFER
1H-110A
MECHANICAL
1H-111
110A
109A
5' - 0" 5' - 3 3/4"
ANTE ROOM 2
1H-110
± 1' - 8"
3' - 0" 10' - 4" ± 10' - 5 3/8" ± 3' - 5"
7' - 5" ± 12' - 6 1/8" 11' - 4 5/8" ± 10' - 2"
M3
M6
M6
M3
M3
M662_2
M3
/8
/4
/2
/8
M662_2
M355_2
15' - 4 1/4"
/8
5' - 10" 6' - 10"
/4
/4
AE601
AE601
AE601
PHASE 2
WORK AREA
C1H-8
NIC
NIC
M3_A
± 7' - 4"
M662_2
A
M3
M3
M6
AE601
/2
WALL LEGEND
2 HR. FIRE BARRIER
1 HR. SMOKE BARRIER
Z
AA
BB
2' - 0"
2 2
/8
WALL ONLY
D-1H-108E
D-1H-109 D-1H-110
D-1H-107
D-1H-111
D-1H-112
D-C1H-8
PHASE 2
NIC
NIC
DOOR TAG
TYP
Room name
M349
XXX
EXISTING DOOR
NEW DOOR
DEMO DOOR
NEW WALL
EXISTING WALL
DEMO WALL OR ITEMS
ABOVE OR BELOW
WALL TAG
ROOM NUMBER
REVISION TAG
EQUIPMENT TAG
TOILET ACCESSORY TAG
DEMOLITION NOTE
NEW WORK NOTE
A810
DEMO ROOM NUMBER
CURTAIN WALL AND
WINDOW MARKER1i
INTERIOR ELEVATION
MARKER
SECTION OR WALL
SECTION NUMBER
COLUMN GRID NUMBER
EXISTING COLUMN
GRID NUMBER
A120
BUILDING ELEVATION
MARKER
A810
A810 DETAIL MARKER
1 PHASING NOTES
JSN
A.F.F.
ACT
CFCI
CG
CLG, CLNG
COL
CONC.
CONT.
CORR
CT
ELEC
ELEV
EWC
EXIST.
FIN
GWB
HDWR
HR
HT
L L.O.D.
MAX
MECH
MFR
MTG
MTL
NIC
ABOVE FINISH FLOOR
ACOUSTICAL CEILING TILE
CONTRACTOR FURNISHED,
CONTRACTOR INSTALLED
CORNER GUARD
CEILING
COLUMN
CONCRETE
CONTINUOUS
CORRIDOR
CERAMIC TILE
ELECTRIC(AL)
ELEVATOR
ELECTRIC WATER
COOLER
EXISTING
FINISH(ED)
GYSPUM
WALLBOARD
HARDWARE
HOUR
HEIGHT
LENGTH
LINE OF DEMARCATION
MAXIMUM
MECHANICAL
MANUFACTURER
MOUNTING
METAL
NOT IN CONTRACT
O.C.
PLAM
PNT
PTD
QT.
R
RA
RES
RF
RT
RS
SC
SIM
SS
STOR
SUSP.
TYP
U/C
VACI
VAVA
VB
VERT
Ø
BT
ETR
TER
TME
ON CENTER
PLASTIC LAMINATE
PAINT
PAINTED
QUARRY TILE
RISER
RETURN AIR
RESINOUS FLOORING
RUBBER FLOOR
RUBBER TILE
RUBBER SHEET
SEALED CONCRETE
SIMILAR
SOLID SURFACE
STORAGE
SUSPENDED
TYPICAL
UNDERCOUNTER
VA FURNISHED,
CONTRACTOR INSTALLED
VA FURNISHED,
VA INSTALLED
VINYL BASE
VERTICAL
AT
ANGLE
CENTER LINE
DIAMETER
BRICK TILE
EXISTING TO REMAIN
TERRAZZO
TO MATCH EXISTING
CL
X
S2
MECHANICAL
2A-217
A Se rv ic e D i s a b l e d Ve t e r an Owned
Sm a l l
B us iness
SDVOSB
CVE
B
A
C
D
E
F www.pfa-architect.com
ARCHITECTURE, PLANNING, INTERIORS
World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510
Phone: 757-471-0537 Fax: 757-471-4205
PF&A DESIGN
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
CONSULTANTS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t
B
A
C
D
E
F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t
VA FORM 08-6231
1 2 3 4 5 6 87 9
97 8654321
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
MR PROJECT NO:
B
A
C
D
E
F
NO. DESCRIPTION DATE
KEYPLAN
FULLY SPRINKLERED
ACTUAL & PLAN
NORTH
NTS
Department of Veterans Affairs
MILLER-REMICK LLCPROFESSIONAL ENGINEERPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
PFA Project #:
C U s e rs
\e b ic ke l\ D o cu m e n ts
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P h a rm a c y
R e n o v a ti o n
C e n tr a l_ e b ic ke l@ p fa
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DJPDJP
AE101
DEMOLITION & NEW WORK PLAN -
PHASE 1
652-17-104UPGRADE PHARMACY TO
USP 800
250417
BID DOCUMENTS
02-27-2019
HUNTER HOLMES MCGUIRE
VAMC RICHMOND
02-27-2019
WALL TYPE SCHEDULE
TYPE STC DESCRIPTION
FIRE
RATING UL REMARKS
M1B N/A 1 5/8" METAL STUDS AT 16" O.C. MAX.
5/8" GWB ONE SIDE. EXTEND WALL
ASSEMBLY TO 4" ABOVE FINISHED
CEILING.
N/A N/A
M3 N/A 3 5/8" METAL STUDS AT 16" O.C. MAX.
5/8" GWB BOTH SIDES. EXTEND WALL
ASSEMBLY TO 4" ABOVE FINISHED
CEILING.
N/A N/A
M3_A 3 5/8" METAL STUDS AT 16" O.C. MAX.
5/8" GWB ONE SIDE. 1/4" AIR SPACE,
METAL CLIP AND METAL CLAD 5/8"
GWB
N/A N/A ASSEMBLY TO MATCH EXISTING UNRATED FURRED
WALL.
M6 N/A 6" METAL STUDS AT 16" O.C. MAX. 5/8"
GWB BOTH SIDES. EXTEND GWB TO
4" ABOVE FINISHED CEILING. ANCHOR
STUDS TO UNDERSIDE OF DECK OR
STRUCTURE ABOVE AT 48" O.C. MAX
N/A N/A
M355_2 55 3 5/8" METAL STUDS AT 16" O.C. MAX.
WITH 2 LAYERS OF 1/2" FIRE RATED
GWB BOTH SIDES. PROVIDE 1 1/2"
MINERAL WOOL. EXTEND WALL
ASSEMBLY TO UNDERSIDE OF DECK
ABOVE
2 HR
BARRIER
U419 PROVIDE 3" STENCILED WITH 3/8" STROKE TEXT
EVERY 8' O.C. MAX. READING "2 HR FIRE RATED
BARRIER" AS REQUIRED BY BUILDING CODE.
PROVIDE INSULATION WHERE COMPONENTS MEET
DECK ABOVE. PROVIDE ACOUSTICAL SEALANT AT
RUNNER AND HEAD PRIOR TO INSTALLATION OF
GWB. PROVIDE ACOUSTICAL SEALANT AT ALL WALL
PENETRATIONS.
M662_2 62 6" METAL STUDS AT 16" O.C.MAX. 2
LAYERS 5/8" FIRE RATED GWB BOTH
SIDES. PROVIDE 5" MINERAL WOOL.
EXTEND WALL ASSEMBLY TO
UNDERSIDE OF DECK ABOVE
2 HR
BARRIER
U454 PROVIDE 3" STENCILED TEXT EVERY 8' O.C. READING
"2 HR FIRE RATED BARRIER" AS REQUIRED BY
BUILDING CODE. PROVIDE INSULATION WHERE
COMPONENTS MEET DECK ABOVE. PROVIDE
ACOUSTICAL SEALANT AT RUNNER AND HEAD PRIOR
TO INSTALLATION OF GWB. PROVIDE ACOUSTICAL
SEALANT CONTINUOUS BETWEEN LAYERS OF GWB
AND DABS AT 8" O.C. PROVIDE ACOUSTICAL SEALANT
AT ALL WALL PENETRATIONS.
S2 N/A 2-1/2” C-H STUDS, 25 GA. AT 24” O.C.
TWO LAYERS OF 1/2 IN. THICK GWB. 1”
MIN. THICK MINERAL WOOL BATT
INSULATION, 1” GYPSUM LINER
PANELS FRICTION FIT.
2 HR U415 -
ROOM LEGEND - PHASE 1
NUMBER NAME AREA
1H-109 ANTE ROOM 1 122 SF
1H-109A HD BUFFER 117 SF
1H-110 ANTE ROOM 2 165 SF
1H-110A STERILE BUFFER 158 SF
1H-111 MECHANICAL 159 SF
C1H-8 WORK AREA 162 SF
883 SF
1/4" = 1'-0"
LEVEL1 - NEW WORK PLAN - PHASE 1 1/4" = 1'-0"
LEVEL 1 - DEMOLITION PLAN - PHASE 1
DEMOLITION SCHEDULE - PHASE 1
*** ALL FINISHES LISTED IN SCHEDULE ARE TO BE REMOVED
COMPLETELY UNLESS OTHERWISE NOTED ***
NUMBER FLOOR BASE WALL CEILING REMARKS
D-1H-107 VT RB PTD GWB ACT
D-1H-108E VT RB PTD GWB ACT
D-1H-109 VT RB PTD GWB ACT
D-1H-110 VT RB PTD GWB ACT
D-1H-111 VT RB PTD GWB ACT
D-1H-112 VT RB PTD GWB ACT
D-C1H-8 VT RB PTD GWB ACT
GENERAL DEMOLITION NOTES
DEMOLITION DRAWINGS INDICATE IN GENERAL, THE EXTENT OF DEMOLITION. REMOVE ALL ASSOCIATED APPURTENANCES NOT REQUIRED IN THE NEW WORK, ALL ABANDONED ITEMS, AND ALL ITEMS REQUIRED FOR THE INSTALLATION OF NEW WORK, TO PROVIDE FOR A COMPLETE PROJECT. ITEMS NOT SPECIFICALLY INDICATED THAT ARE QUESTIONABLE FOR REMOVAL SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR A DECISION.
• PROTECT ALL EXISTING AND NEW WORK FROM WATER INFILTRATION DURING CONSTRUCTION.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO THE START
OF CONSTRUCTION.
THE CONTRACTOR SHALL PATCH ALL EXISTING SURFACES TO MATCH EXISTING WHERE AFFECTED BY CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO PLUMBING, MECHANICAL AND ELECTRICAL WORK.
THE CONTRACTOR SHALL PATCH NAIL HOLES, ETC, AND REMOVE MISCELLANEOUS APPURTENANCES ON EXISTING
WALLS TO BE PAINTED OR COVERED WITH WALL COVERING.
ALL EXISTING FLOORING MATERIALS WHICH ARE TO REMAIN IN PLACE SHALL BE COMPLETELY CLEANED AND STRIPPED
OF WAX IN ORDER TO RECEIVE NEW FINISHES.
• ALL NEW WORK SHALL ALIGN WITH EXISTING WHERE THEY INTERSECT UNLESS OTHERWISE NOTED.
THE CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING SURFACES WHICH WERE PREVIOUSLY DAMAGED PRIOR TO CONSTRUCTION OPERATIONS IF VISIBLE AFTER NEW WORK IS COMPLETE, REGARDLESS IF THE ITEM WAS SPECIFICALLY
NOTED OR NOT.
THE CONTRACTOR SHALL REMOVE AND PATCH ANY AREAS UNCOVERED WHERE WOOD NAILERS OR GROUNDS ARE FOUND TO EXIST BEHIND ANY TRIM ITEMS OR EQUIPMENT REMOVED. WALLS SHALL BE MADE FLUSH WITH EXISTING
ADJACENT SURFACES AND READY TO RECEIVE NEW FINISHES.
IF ANY ASBESTOS CONTAINING MATERIAL IS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION OPERATIONS WHICH IS NOT INDICATED ON THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL STOP WORK IN THAT AREA
IMMEDIATELY AND NOTIFY THE COR.
WHERE EXISTING VINYL WALL COVERING IS REMOVED ON EXISTING WALLS TO REMAIN, THE CONTRACTOR SHALL PATCH AND REPAIR WALL AS REQUIRED TO PROVIDE A LEVEL AND TRUE SURFACE ON WHICH TO INSTALL NEW FINISHES.
ALL SIGNAGE WHICH OCCURS ON WALL OR ON DOORS TO BE REMOVED SHALL BE REMOVED BY THE CONTRACTOR AND
TURNED OVER TO THE COR.
ALL FINISHES LISTED IN THE DEMOLITION SCHEDULE SHALL BE REMOVED COMPLETELY UNLESS INDICATED OTHERWISE.
DEMOLITION SHALL INCLUDE BACKINGS, MASTIC AND GLUES, SETTING BEDS, AND SUBSTRATE AS REQUIRED TO
PREPARE THE MATERIAL FOR NEW WORK AND/OR FINISHES.
• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS SHEET ONLY UNLESS OTHERWISE NOTED.
• EXISTING HAND RAIL AND BUMPER GUARD SHALL BE REMOVED AND TURNED OVER TO THE COR.
ALL EXISTING NURSE CALL, SMOKE DETECTORS, AND SPEAKERS TO REMAIN AND REWORKED WITH NEW CEILING
SYSTEM.
EXISTING WALL FINISHES TO BE VERIFIED AND PREPPED ACCORDINGLY FOR NEW FINISHES SCHEDULES - BY
CONTRACTOR.
• EXISTING CEILING HEIGHT IS TYPICALLY 9'-0" +/-, VERIFY IN FIELD.
EXISTING FLOOR TO FLOOR HEIGHTS ARE AS FOLLOWS: BASEMENT TO 1ST = 13'-9 1/4", 1ST TO 2ND = 12'-10 5/8", 2ND TO
3RD = 11'-9 1/4".
• SEE THE S700 SERIES FOR PHOTOGRAPHS OF DEMOLITION WORK REQUIRED AROUND COLUMNS AND FOOTING.
THESE DEMOLITION NOTES ARE FOR ARCHITECTURAL WORK ONLY. SEE ALL OTHER DRAWINGS FOR DEMOLITION
INFORMATION PERTAINING TO OTHER DISCIPLINES.
DEMOLITION NOTES PHASE 1
1 ICRA TEMPORARY FULL HEIGHT PARTITION. DEMOLISH AFTER THE COMPLETION OF NEW WORK.PROVIDE
TEMPORARY 1/3 HOUR RATED DOOR, FRAME, AND HARDWARE WHERE ILLUSTRATED. PROVIDE HINGES, CLOSER, AND CLASSROOM LOCKSET, AUTOMATIC DOOR BOTTOMS AND RUBBER SEALS.
2 REMOVE DOOR AND FRAME. TURN OVER TO COR.
3 REMOVE AND DISCARD EXISTING CASEWORK.
4 48" - 1 1/2 HR RATED STEEL DOOR AND FRAME. RETAIN DOOR FOR REUSE AS DOOR 108E.
5 REMOVE PORTION OF EXISTING CASEWORK TO MAINTAIN 42" MIN. CLEARANCE. SEE NEW WORK PLAN FOR
CLEAR AREA REQUIRED.
• CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE COR FOR A RESOLUTION. ADJUSTMENTS
TO DIMENSIONS AND CONDITIONS SHOWN MAY BE REQUIRED.
• ALL DIMENSIONS ARE REFERENCED FROM FACE OF STUD AT NEW CONSTRUCTION UNLESS OTHERWISE NOTED.
DIMENSIONS ARE REFERENCED FROM FACE OF FINISH AT EXISTING CONSTRUCTION.
• ALL DIMENSIONS INDICATED +/- ARE APPROXIMATE AND MUST BE FIELD VERIFIED PRIOR TO THE START OF
CONSTRUCTION.
• PROVIDE SHALL MEAN TO SUPPLY, TO FURNISH AND TO INSTALL COMPLETE WITH ALL ACCESSORIES, PARTS AND/OR
SERVICES TO BE READY FOR ITS INTENDED USE.
• WHERE WORK ABUTS OR ADJOINS EXISTING SURFACES WHICH WILL REMAIN EXPOSED, ALIGN NEW WORK FLUSH
WITH EXISTING ADJACENT SURFACES.
• THE CONTRACTOR SHALL MAINTAIN THE EXISTING BUILDING IN A WATER TIGHT CONDITION THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. REPAIR DAMAGE CAUSED BY CONSTRUCTION OPERATIONS. TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE BUILDING AND ITS OCCUPANTS DURING THE CONSTRUCTION PERIOD.
• CONTRACTOR SHALL PROVIDE BARRIERS TO PREVENT ENTRY TO THE CONSTRUCTION AREA. BARRIERS SHALL NOT
INTERFERE WITH THE OWNERS USE OF THE SITE.
• THE CONTRACTOR SHALL PROVIDE HEPA FILTERED NEGATIVE PRESSURE IN THE AREA OF RENOVATION TO PREVENT
THE SPREAD OF DUST TO OCCUPIED AREAS OF THE BUILDING.
• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS ONLY UNLESS OTHERWISE NOTED.
• ALL DOORS TO BE MOUNTED 4" FROM FACE OF FINISH UON.
• ALL MODIFICATIONS TO THE EXISTING ROOF SHALL BE MADE IN ACCORDANCE WITH VAMC'S EXISTING ROOF
WARRANTY. COORDINATE ALL MODIFICATIONS TO THE ROOF WITH THE COR.
• ALL SYMBOLS AND ABBREVIATIONS CAN BE REFERENCED FROM SHEET AE101.
• ALL DASHED FURNITURE IS VAVA.
GENERAL NEW WORK NOTES
NEW WORK AND FINISH NOTES#
SYMBOLS ABBREVIATIONS
1/8" = 1'-0"
LEVEL 2 - NEW WORK PLAN
NO.
A I
N I
G
RI
V
FOHTLA
E W
N O
M M
O
C JOSEPH H. TROST
ARCHITEC
T
1. PROVIDE WALL BLOCKING FOR WALL MOUNTED SYSTEMS FURNITURE.
2. PROVIDE WP#2 (ACCENT COLOR WALL PROTECTION) AT THIS LOCATION FROM TOP OF COVE BASE TO CEILING. ALL OTHER WALLS THIS ROOM TO RECEIVE WP#1 (FIELD COLOR WALL PROTECTION) FROM TOP OF
COVE BASE TO CEILING.
PROVIDE MANUFACTURER'S COLOR MATCHED OR CLEAR CAULK IN LIEU OF MANFACTURER'S AVAILABLE TRIM
PIECES AT THE FOLLOWING LOCATIONS:
- AT ANY VERTICAL OR HORIZONTAL SEAM WHERE PANELS ABUT
- WHERE COVE BASE CAP AND WALL PROTECTION PANELS ABUT AT 4" AFF
- WHERE TOP OF WALL PROTECTION ABUTS CEILING
- ADDITIONAL LOCATIONS AS SPECIFIED IN MANUFACTURER'S INSTALLATION INSTRUCTIONS
3. PROVIDE FLOOR PATTERN WITH RES#2. CONTINUE RES#2 UP WALL FOR INTEGRAL COVE BASE. CONTACT
ARCHITECT FOR CAD PLAN IF NEEDED.
4. PATCH FLOORING, WALL BASE, PAINT, CEILING TYPE AND HEIGHT AS REQUIRED TO MATCH EXISTING.
5. PROVIDE PNT#4 AT THIS WALL, CORNER TO CORNER.
| Sheets |
| AE101 - DEMOLITION & NEW WORK PLAN - PHASE 1 |
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