Attachment 7 - Drawings Part 2 of 3 - Manchester - 608-315.pdf
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- Solicitation number
- 36C77625B0024
About this file
This document is a comprehensive set of architectural and engineering drawings for the Manchester VA Medical Center's Specialty Care Building Project (Project Number 608-315). The drawings detail a new 27,400 square foot specialty care facility located at 718 Smyth Rd in Manchester, NH, with specialized medical spaces including audiology, optometry, exam rooms, work stations, and supporting infrastructure. The technical drawings cover multiple disciplines including architectural floor plans, exterior elevations, interior details, mechanical systems, HVAC, plumbing, fire protection, and structural elements.
Key technical specifications include a penthouse mechanical room, roof-mounted equipment, variable air volume (VAV) air handling systems, chilled and hot water piping, steam connections, and specialized medical space configurations. The project includes detailed design for 31 distinct zones with specific medical functional areas like exam rooms, audio booths, programming rooms, and support spaces. Mechanical systems feature air handling unit AHU-1 with cooling and heating capabilities, air-cooled chillers, hot water pumps, and comprehensive building control systems. The design emphasizes medical functionality, energy efficiency, and integration with existing VA medical campus infrastructure.
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DN
5.7 5.7
D
5 5
1.3
C B A
A.2
A.96A.95 A.65 A.45 AA
5.5
5.8
5.9
E2
E3
E1
C1
C1
AD1-1.1 2
D1
A4-1.87
A2-2.1 3
6'
APPROX. REMOVAL OF STOREFRONT
TO ALLOW FOR NEW WORK
APPROX. REMOVAL OF STOREFRONT
TO ALLOW FOR NEW WORK
1. VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO
THE START OF DEMOLITION WORK. ARCHITECT TO BE
NOTIFIED OF ANY DISCREPANCIES
2. GENERAL CONTRACTOR TO OWN THE COORDINATION OF
ALL CUTTING AND PATCHING (INCLUDING REMOVALS AND
PUT BACKS) OF ALL EXISTING WALLS, FLOORS, CEILINGS
AND ROOF MATERIALS THAT ARE REQUIRED TO PROVIDE
ACCESS TO THE AREAS OF WORK. SEE MEP/F DRAWINGS
FOR ALL ACCESS REQUIRED WORK. MAINTAIN ANY EXIST
FIRE RATINGS WHERE EXIST PENETRATING ITEMS ARE
REMOVED OR ALTERED AND NEW PENETRATIONS CREATED.
ALL PENETRATIONS MADE AND INFILLED MUST BE
PERFORMED BY THE APPROPRIATE TRADES AND
COORDINATED WITH MEP/F CONTRACTORS.
3. THROUGHOUT THE LIMIT OF WORK, CONTRACTOR SHALL
SALVAGE ALL DOORS, FRAMES, AND HARDWARE FOR
POSSIBLE RE-USE. SEE CONSTRUCTION PLANS FOR MORE
INFORMATION.
4. PREP, PATCH, & REPAIR EXIST TO REMAIN WALLS,
FLOORS & CEILINGS TO RECEIVE NEW FINISHES.
5. REFER TO ENGINEERING DRAWINGS FOR FULL SCOPE OF
MEPFP DEMOLITION.
6. VERIFY THE LOCATION AND INTEGRITY OF ALL FIRE
RATED WALLS AND PARTITIONS AND NOTIFY ARCHITECT
OF ANY DISCREPANCIES.
7. REMOVE CEILINGS IN AREAS WHERE NEW CEILINGS ARE
INDICATED ON THE REFLECTED CEILING PLAN. REMOVE,
RELOCATE AND REINSTALL EXISTING CEILING FIXTURES
INDICATED TO REMAIN TO MATCH NEW CEILING
CONDITIONS. COORDINATE WITH ALL MEPFP DRAWINGS.
8. ALL EXISTING PLBG, ELECT AND MECH ITEMS IN EXISTING
PARTITIONS, EXTERIOR WALLS, FLOORS AND CEILINGS
THAT INTERFERES WITH THE WORK, SHALL BE RELOCATED,
ADJUSTED OR REPLACED TO SUIT THE NEW
CONSTRUCTION.
9. ALL DEMOLITION REMOVAL AND TRASH SHALL BE
TRANSPORTED IN COVERED CARTS OUT OF THE HOSPITAL
THRU AN OWNER APPROVED ROUTE.
10. GENERAL CONTRACOR TO PROVIDE DUMPSTERS FOR ALL
TRASH COLLECTION AND DEMOLITION REMOVAL.
11. MAINTAIN DUST OUTSIDE OF CONSTRUCTION AREAS AT
ALL TIMES.
DEMOLITION GENERAL NOTES
C1
C - INTERIOR CEILING:
REMOVE A PORTION OF EXISTING CEILING SYSTEM AS
REQUIRED TO INSTALL NEW PARTITION. SEE MEP DWGS FOR
ANY RELATED DEMOLITION. PATCH AND MATCH EXISTING AS
REQUIRED. RELOCATED AS REQUIRED ANY CEILING MOUNTED
FIXTURES THAT INTERFERE WITH THE NEW WORK.
E1
E - EXTERIOR WALLS AND OPENINGS:
REMOVE A PORTION OF EXISTING EXTERIOR WALL ASSEMBLY
AS REQUIRED TO PROVIDE NEW OPENING. PATCH EXISTING
WALLS, FLOOR, AND CEILING AS REQUIRED. SEE FLOOR
PLANS FOR NEW WORK.
REMOVE EXISTING EXTERIOR DOOR AND FRAME. SEE FLOOR
PLANS FOR NEW WORK.
REMOVE EXISTING EXTERIOR CONCRETE STAIR AND RAILING.
REMOVE A PORTION OF EXISTING STOREFRONT SYSTEM TO
ALLOW FOR NEW WORK
E2
E3
DEMOLITION KEYNOTES
E4
D - INTERIOR DOOR:
REMOVE EXISTING DOOR, FRAME AND HARDWARE AFTER
INSTALLATION OF DOOR SWA101 IMMEDIATELY PRIOR TO
SUBSTANTIAL COMPLETION. CONSULT WITH OWNER FOR
POTENTIAL SALVAGE OR RE-USE PRIOR TO DISPOSAL. PATCH
EXISTING TO REMAIN AS REQUIRED.
D1
5.75
4321.31
5 4 3.4
E4
REMAIN
EXG TO
EXG TO BE REMOVED
6' - 6" +/-
EXG TO REMAIN EXG TO REMAIN
TO BE REMOVED FOR NEW WORK
20' - 1" +/- EXG TO REMAIN
E1 E2
E3
FACE OF NEW ADDITION
*NOTE - THE DEMOLITION AND CONSTRUCTION OF
THE NEW DOORS INTO THE EXISTING SPACE
SHOULD OCCUR AT THE END OF THE PROJECT TO
MINIMIZE DISRUPTION TO THE EXISTING SPACE
REMOVE PORTION OF EXISTING
EXTERIOR BLOCK VENEER AND
METAL PANEL TO ALLOW NEW AVB
TO TIE INTO THE EXISTING AVB
-SEE DETAILS ON A3-2.2
2' - 0" +/-
FACE OF NEW ADDITION
REMOVE PORTION OF EXISTING
EXTERIOR BLOCK VENEER AND
METAL PANEL TO ALLOW NEW AVB
TO TIE INTO THE EXISTING AVB
-SEE DETAILS ON A3-2.2
2' - 0" +/-
REMOVE PORTION OF EXISTING
METAL ROOF EDGE TO ALLOW FOR
NEW EXPANSION JOINT
-SEE DETAILS ON A3-2.1
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
ISSUED FOR PERMIT
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
A M
C M a n c h e s te r S p e c ia lt y C lin ic
/V A
M C
M
A N
C H
E S
T E
R S
P E
C C
L
IN
IC
R
.r v t
/1 /2
:0
:1
A M
AD1-1.1
DEMOLITION FLOOR PLAN DESIGN SPECIALTY
CARE BUILDING
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
1/8" = 1'-0"
DEMO WALL ELEVATION
Revisions: Date:
FINAL FOR
CONSTRUCTION
CONSTUCT SPECIALTY
CARE BUILDING
CONSTRUCT SPECIALTY
CARE BUILDING
UP
DN
DN
UP
DN
5.7
D
1.3
E C B AB.9C.5C.9
A.2
A.96A.95 A.65 A.45 AA
5.5
5.8
5.9
B.2
B.4
DCBA
EXAM 2 LOW VISION
EXAM
SWA130
EXAM 3
SWA131
EXAM 5
SWA133
EXAM 6
SWA134
EXAM 7
SWA140
EXAM 8
SWA141
EXAM 9
SWA142
EXAM 10
SWA143
EXAM 11 BARIATRIC
SWA144
VISUAL FIELDS
SWA155
EXAM 12 PRETEST
SWA149OPTOMETRY SERVICE
CHIEF
SWA150
LOUNGE
SWA139
STAFF TOILET
SWA137
STAFF TOILET
SWA136
WATER SERVICE
SWA122
SOILED
SWA135
TR
SWA121
AUDIO SERVICE CHIEF
SWA113
HEARING AID
PROCESSING
SWA126
PROCEDURE
SWA125
HEARING AID
MODIFICATION
SWA127
WORK STATIONS (4)
SWA112
AUDIO TECH
SWA117
TOIL
SWA103
CERUMEN
MANAGMENT
SWA119
PROGRAMMING AND
FITTING ROOM
SWA120
AUDIO BOOTH EXAM
SWA114A
VESTIBULOGRAPHY /
TELEHEALTH
SWA124
20'-0" 30'-0" 30'-0"
EXAM 4
SWA132
PROGRAMMING
FITTING ROOM
SWA111
PROGRAMMING
FITTING ROOM
SWA110
PROGRAMMING
FITTING ROOM
SWA109
PROGRAMMING
FITTING ROOM
SWA108
4'
LARGE AUDIO BOOTH
EXAM
SWA106A
PATIENT LIFT
STORAGE
SWA138
REF.
LOCKERS
CONTROL
SWA114
AUDIO BOOTH EXAM
SWA115A
CONTROL
SWA115
CONTROL
SWA116
LARGE AUDIO BOOTH
CONTROL
SWA106
EQUIPMENT
SWA107
STAIRS
SWA102
CLEAN SUPPLY
SWA118
CORRIDOR
SWA160C
CORRIDOR
SWA161
E
TOIL
SWA104
H.A.C
SWA123
HEALTH TECHS WKSTA
SWA153
EXISTING PRIMARY CARE CLINIC
CORRIDOR
SWA160A
F E
C
F E
C
30' - 0"
D.6
11' - 6" 7' - 7"
1' - 0"
FEC
20' - 0" 30' - 0" 30' - 0" 30' - 0"
A1-2.1A
A1-2.1B
1.2
1.6
3.4
C.2 eDeE e1 e2 e3 e4 e5 eC.9 e5.7
WORK STATIONS (4)
SWA151
OFFICE
SWA152
CONFERENCE ROOM
SWA154
CORRIDOR
SWA160E
CORRIDOR
SWA160D
EMERGENCY ELEC
SWA105A
ELEC
SWA105
AUDIO BOOTH EXAM
SWA116A
VESTIBULE
SWA100
D.3
1.6
A9-1.1
REF.OMNI
CELL
RME
3.4
EXAM 1 LASER &
PROCEDURE
SWA129
RECEPTION
SWA145A
CORRIDOR
SWA160F
CORRIDOR
SWA160B
OPTICAL
SWA128
RECEPTION
SWA145
WAITING
SWA101
IMAGING
SWA148
CORRIDOR
SWA160F
CLEAN
SWA146
STOR
SWA147
VNG
CART
A1-2.1C
102'-1 1/2"
2'-0" 1'-11" 5'-4" 1'-8" 2'-8" 1'-8" 5'-4" 3'-2" 5'-4" 1'-8" 2'-8" 3'-2" 5'-4" 1'-8" 2'-8" 8'-4" 5'-4" 1'-8" 5'-4" 1'-8" 2'-8" 10'-9"
8' -0
2' -0
"1 '-2
5'
-4
3' -0
2'
-8
1' -8
5'
-0
5' -8
5'
-4
3' -2
2'
-2
5' -4
2'
-0
4' -8
5'
-4
1' -8
2'
-8
3' -4
5'
-4
'-0
5'
-0
1' -0
2' - 0"2' - 11" 2' - 8"1' - 8"2' - 8"1' - 8" 5' - 4" 3' - 1" 2' - 6" 2' - 8"1' - 8" 5' - 4" 1' - 8"2' - 8"1' - 8" 5' - 4" 1' - 8"2' - 8" 6' - 2" 5' - 4" 1' - 8"2' - 8"1' - 8" 5' - 4" 9' - 4"
84' - 0"
2' - 0"
2'
2'
4"
28' - 0" 1' - 10"
10' - 2" 17' - 2"
3' - 0"1' - 5"
9/
8"
V .I.
F.
8' - 4"
V.I.F.
DC
C.2 D.6
D.6C.2
D.3
METAL GRATE TREADS
SLAB
DEPRESSION
ABOVE
SLAB
DEPRESSION
ABOVE
A9-1.1
A9-1.1
SWA157 -8' - 6"
-13' - 0"
WATERPROOFING
SYSTEM
PUMP ROOM
SWA163
BASEMENT STAIRS
SWA162
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
A M
C M a n c h e s te r S p e c ia lt y C lin ic
/V A
M C
M
A N
C H
E S
T E
R S
P E
C C
L
IN
IC
R
.r v t
/1 /2
:5
:2
A M
A1-1.1
FIRST FLOOR PLAN OVERALL DESIGN SPECIALTY
CARE BUILDING
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
SCALE: 1/8" = 1'-0"1
OVERALL FIRST FLOOR PLAN
SCALE: 1/8" = 1'-0"2
BASEMENT FLOOR
DEDUCT ALTERNATE #9
OMIT BASEMENT
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
DN DN
5.7
D
1.3
E C.9
DCBA
E
20'-0" 30'-0" 30'-0" 30'-0"
'-1
3/
4"
C.2
23'-0"
D.6
1.6
3.4
D.6C.2 e5.7
1' - 2"
4" 1'
3'
1" 3'
1'
D.3
1.6
/4
/4
A2-2.2 3
A9-1.1
SWA200A
SWA200
SWA201
S W
A
B
E Q
E Q
E Q
HIGH POINT +12"
H
IG
H P
O
IN
T
H
IG
H P
O
IN
T
H
IG
H P
O
IN
T
HIGH POINT +8"
HIGH POINT +10"
HIGH POINT +12"
H
IG
H P
O
IN
T
H
IG
H P
O
IN
T
CRICKET
CRIC
KET
1/4' : 1'-0" SLOPE MIN
1/4' : 1'-0" SLOPE MIN1/4' : 1'-0" SLOPE MIN
1/ 4'
'-0
S
LO
P E
M
IN
1/ 4'
'-0
S
LO
P E
M
IN
1/4' : 1'-0" SLOPE MIN1/4' : 1'-0" SLOPE MIN
1/ 4'
'-0
S
LO
P E
M
IN
1/ 4'
'-0
S
LO
P E
M
IN
1/4' : 1'-0" SLOPE MIN
1/4' : 1'-0"
SLOPE MIN
1/ 4'
'-0
S
LO
P E
M
IN
1/ 4'
'-0
S
LO
P E
M
IN
3.4
HIGH POINT +12"
HIGH POINT +12"
H
IG
H P
O
IN
T
H
IG
H P
O
IN
T
RDORD
RDORD
ORD RD
ORD
RD
1/4' : 1'-0"
SLOPE MIN
1/4' : 1'-0"
SLOPE MIN
1/ 4'
1'
-0
S
LO
P E
M
IN
1/ 4'
'-0
S
LO
P E
M
IN
OPEN RUNG LADDER
TO PENTHOUSE ROOF
A9-1.1
WALKWAY PADS (TYP)
FIXED SAFETY RAILING
SEE DETAIL /14 A9-1.1
FIXED SAFETY RAILING
SEE DETAIL /14 A9-1.1
FIXED SAFETY RAILING
SEE DETAIL
/14 A9-1.1
A9-1.1
RDORD
ACC-1ACC-2
AHU-1ACCU-1
EF
VARIES
ACCU-2
ACCU-3
+4.25"
+4.25"
+4.25"
+4.25"
+4.25"
1/ 4'
'-0
S
LO
P E
M
IN
1/ 4'
1'
-0
S
LO
P E
M
IN
AD1-1.1 2
PENTHOUSE
SWA200
PENHOUSE ELEC
SWA201
STAIRS
SWA102
1' - 3" 1' - 9 1/4" 11' - 6"
2A
2A
5C
1'-3" 23'-0" 11'-5 1/2" 8'-8 1/4"
1' - 3" 1' - 9" 11' - 6"
1' - 0"
3' - 0" 5' - 9" 11' - 5"
A2-2.1 3
M
IN
MIN
10' - 0"
*NOTE - HATCH REPRESENTS A MASS LAYER INCLUDING
2 LAYERS 5/8” GYPSUM BOARD WITHOUT PAPER FACING
(DENSDECK) BETWEEN THE ROOF INSULATION AND
MEMBRANE WITHIN 10' OF ACC'S.
THE SAME ASSEMBLY SHOULD BE USED WITHIN THE 18”
ENCLOSED CURBS WITH A MIN OF 2 INCHES OF SEMI-
RIGID GLASS FIBER BETWEEN THE DECK AND THE MASS
LAYERS DESCRIBED ABOVE.
THE ROOF DECK WITHIN EACH CURB SHOULD BE
INTACT AND HAVE NO PENETRATIONS. TO ROOF
ASSEMBLY WITHIN 10’ OF ACC
TYPICAL ROOF ASSEMBLY
- PVC MEMBRANE ROOFING
- TAPERED RIGID INSULATION
- 4" RIGID INSULATION
- VAPOR RETARDER
- THERMAL BARRIER
- 3" METAL DECK
*MASS ROOF ASSEMBLY
- PVC MEMBRANE ROOFING
-(2) LAYERS 5/8" DENSDECK
- TAPERED RIGID INSULATION
- 4" RIGID INSULATION
- VAPOR RETARDER
- THERMAL BARRIER
- 3" METAL DECK
*MASS ROOF ASSEMBLY
WITHIN CURB ACC-1 & 2
- PVC MEMBRANE ROOFING
-(2) LAYERS 5/8" DENSDECK
- 2" SEMI RIGID INSULATION
- 4" RIGID INSULATION
- VAPOR RETARDER
- THERMAL BARRIER
- 3" METAL DECK
D
C.2 D.6
3.4
D.6C.2
D.3
A9-1.1
1/4' : 1'-0" SLOPE MIN1/4' : 1'-0" SLOPE MIN
1/ 4'
'-0
S
LO
P E
M
IN
1/ 4'
'-0
S
LO
P E
M
IN
HIGH POINT +8"
HIGH POINT +8"
H
IG
H P
O
IN
T
8"
H
IG
H P
O
IN
T
8"
3.4
SELF CLOSING
GATE
FIXED SAFETY RAILING
SEE DETAIL /14 A9-1.1
ALTERNATE #3
BASE BID: FIXED SAFETY RAIL AS SHOWN
DEDUCT ALTERNATE – REPLACE FIXED RAIL WITH
BALLASTED SURFACE MOUNTED RAILING.
RDSRD
(O R
P E
R M
FR
S
TA
N
D A
R D
3'
3" W
ID
TH
POLYESTER REINF ROLLED
MEMBRANE ROOF WALKWAY PAD
FASTEN ON CONT ADHESIVE
BED AND HOT-AIR WELD 2"
CONTINUOUS AROUND ENTIRE
PERIMETER
NOTES:
1) REFER TO MECH AND ARCH ROOF PLANS FOR REQUIRED LOCATIONS OF
WALKWAY PADS.
2) REFER TO MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION.
3) LEAVE 2" BETWEEN WALKWAY PADS.
CUT PER DESIRED LENGTH 3"
VAPOR RETARDER,
SEAL AT EDGES
PIPE PENETRATION
PVC MEMBRANE
ROOFING
PVC MEMBRANE CAP
PVC VERT AND BASE
MEMBRANE FLASHING
TAPERED RIGID
INSULATION
VAPOR
RETARDER
CONTINUOUS
SEALANT
HOT-AIR
WELD
ALUM TAPE IF (E)
PENETRATION IS
CONTAMINATED
8" M
IN
METAL DECK
COVER
BOARD
ROOF DRAIN ASSEMBLY, SEE PLUMBING DWGS
PVC MEMBRANE ROOFING
TAPERED RIGID INSULATION
LP AT DRAIN
METAL DECK, SEE STRUCTURE
UNDERDECK CLAMP
VAPOR RETARDER - FLASH INTO THE
DRAIN TO CREATE AN AIRTIGHT SEAL
5" L
P
PVC REINF MEMBRANE FLASHING AT DRAIN
SUMP (IF SLOPE IS GREATER THAN 1:4)
THERMAL BARRIER
(S U
M P
1/ 4"
HOT-AIR WELD
SPECIFIED ROOFING SECUREMENT
CLAMPING RING
ROOFING SEALANT UNDER MEMBRANE AT
CLAMPING RING
COVER BOARD
PVC MEMBRANE BASE FLASHINGINSULATED
PREFAB CURB
WOOD NAILER
GROMMETTED FASTENER @ 12" OC
VAPOR RETARDER
PVC ROOFING ON TAPERED
INSULATION
ADHERED PVC FLASHING
HOT-AIR WELD
8"
M
IN
ROOFTOP UNIT, SEE MECH DWGS
METAL EXTENDER PIECE WITH
ROOFING SEALANT ONTO BACK SIDE
FILL FLUTES WITH
CONT WD BLKG, OR
PROV CONT CFMF
PLATE COVER ON
TOP OF DECK
STEEL FRAMING SUPPPORT,
SEE STRUCTURE *NOTE: COORDINATE CURB HEIGHT
REQUIREMENTS WITH MECH DWGS
COVER BOARD
THERMAL BARRIER
METAL CAP SECURED @
24" OC
PVC MEMBRANE FLASHING
PVC MEMBRANE ROOFING
COVER BOARD
EQUIPMENT SUPPORT BOLTED
WITH NEOPRENE WASHER
STRUCTURAL STEEL
SUPPORT AS REQUIRED, SEE
STRUCTURE
8" M
IN
CONTINUOUS TREATED
WOOD NAILER ANCHORED
24" OC MAX
VAPOR RETARDER
HOT-AIR WELD
TAPERED RIGID
INSULATION
REINFORCED FLUID-SPPLIED
FLASHING OVER FASTENER HEADS
CONNECTION TO ROOF DECK
TO BE DELEGATED DESIGN
VAPOR RETARDER
PIPE (TEMP NOT EXCEED 180 DEGREES F)
STAINLESS STEEL CLAMPING
RING
PVC MEMBRANE
ROOFING
THERMAL
BARRIER
SEALANT
PVC VERT AND BASE MEMBRANE FLASHING
TAPERED RIGID
INSULATION
CONTINUOUS
SEALANT
HOT-AIR
WELDCOVER BOARD
VAPOR RETARDER -
FLASH TO PIPE TO
CREATE AIRTIGHT SEAL
METAL HOOD COUNTERFLASHING
VAPOR RETARDER
1/2" TO 6 1/2" PIPE
(TEMP NOT EXCEED 180 DEGREES F)
STAINLESS STEEL CLAMPING RING
PVC MEMBRANE
ROOFING
THERMAL
BARRIER
SEALANT
PRE-MOLDED PVC PIPE
FLASHING
TAPERED RIGID
INSULATION
VAPOR RETARDER -
FLASH TO PIPE TO
CREATE AIRTIGHT SEAL
7" DIA MAX
CONTINUOUS
SEALANT
METAL DECK
8" M
IN
HOT-AIR WELD BASE FLASHING
ROOFING
FASTENERS
COVER BOARD
METAL HOOD COUNTERFLASHING
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
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T E
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/3
/2
:3
:1
P M
A1-1.R
ROOF PLAN DESIGN SPECIALTY
CARE BUILDING
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
SCALE: 1/8" = 1'-0"1
ROOF PLAN
1/8" = 1'-0"
PENTHOUSE
3/4" = 1'-0"
ROOF PVC WALKWAY PAD
1 1/2" = 1'-0"
SECTION DETAIL AT ROOF VENT STACK FLASHING
1 1/2" = 1'-0"
SECTION DETAIL AT ROOF DRAIN FLASHING
1 1/2" = 1'-0"
SECTION DETAIL OF FLASHING AT ROOF MECHANICAL EQUIP CURB
1 1/2" = 1'-0"
SECTION DETAIL AT ROOF WOOD CURB FLASHING
1 1/2" = 1'-0"
SECTION DETAIL OF ROOF FLASHING AT LARGE PIPE
1 1/2" = 1'-0"
SECTION DETAIL OF ROOF CONE FLASHING AT SMALL PIPE
DEDUCT ALTERNATE #9
OMIT FIXED SAFETY RAILING
HANDRAIL
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
UP
DN
A2-2.1
1.3
E
DCBA
E
A4-1.7
A4-1.6 14
A4-1.6
A4-1.6 10
A4-1.6
A4-1.5 4
A4-1.64
A4-1.1
D.6
A4-1.9
A4-1.9 2
A4-1.9
WATER
SERVICE
SWA122
TR
SWA121
AUDIO
SERVICE
CHIEF
SWA113
HEARING AID
PROCESSING
SWA126
PROCEDURE
SWA125
HEARING AID
MODIFICATION
SWA127
WORK
STATIONS (4)
SWA112
AUDIO TECH
SWA117
TOIL
SWA103
CERUMEN
MANAGMENT
SWA119
PROGRAMMING
AND FITTING
ROOM
SWA120
AUDIO
BOOTH EXAM
SWA114A
VESTIBULOGRAPHY
/ TELEHEALTH
SWA12413
'-0
'-0
'-0
PROGRAMMING
FITTING
ROOM
SWA111
PROGRAMMING
FITTING
ROOM
SWA110
PROGRAMMING
FITTING
ROOM
SWA109
PROGRAMMING
FITTING
ROOM
SWA108
LARGE AUDIO
BOOTH EXAM
SWA106A
CONTROL
SWA114
AUDIO
BOOTH EXAM
SWA115A
CONTROL
SWA115
CONTROL
SWA116
LARGE AUDIO
BOOTH
CONTROL
SWA106
EQUIPMENT
SWA107
STAIRS
SWA102
CLEAN
SUPPLY
SWA118
CORRIDOR
SWA160C
CORRIDOR
SWA161
EMERGENCY
ELEC
SWA105A
TOIL
SWA104
H.A.C
SWA123
CORRIDOR
SWA160A
F E
C
F E
C
3'
6" 3'
0"
1'
0" 4"
3'
0"
M
IN
1'
6" 4'
1/ 4"
M
IN
1'
6" 3'
0"
4"
ELEC
SWA105
AUDIO
BOOTH EXAM
SWA116A
A4-1.6 6
CORRIDOR
SWA160B
VESTIBULE
SWA100
SWA161B
SWA113
SWA121
SWA123
SWA124 SWA125 SWA126 SWA127
SWA105
SWA104
SWA103
SWA102
SWA105A
SWA117SWA118SWA119SWA120
SWA121
SWA111 SWA110 SWA108
SWA100A
3.4
C.2
SWA100B
1A
1A
1A
1A
1A
5C
2A
2A
2A
2A
2A
1' - 0"
1'
1B
1A 1A
1A
1A
1A
1A
1A
1A
5 5
5A
5 5
D.3
A3-1.1
SWA107
A3-1.1
SWA122
A9-1.1
A9-1.1
A9-1.1
SWA112
SWA161A
A
LI
G N
2'
0" 4'
8"
5'
4" 1'
8"
2'
8" 3'
4"
5'
4"
3.43.4
SWA128
CORRIDOR
SWA160A
OPTICAL
SWA128 3
/2
/4
1' - 0 3/4" 12' - 5" 12' - 5" 12' - 5" 12' - 5" 10' - 1 1/4"
12' - 9 1/4"
12' - 9 1/4" 9' - 6" 12' - 1 1/4" 12' - 5" 11' - 10 1/2"
9 1/2" 11' - 5 3/4" 11' - 7 1/2" 17' - 7 3/4" 11' - 11"
A3-2.2
C
LE
A R
6'
C
LE
A R
6'
2"
CLEAR
6' - 0"
7' - 0" 5"
C
LE
A R
6'
2" 9'
0"
CLEAR
6' - 0"
CLEAR
6' - 0"
A3-2.2
4A
4A
A4-1.7
A4-1.5
A4-1.5
2' - 9"
A4-1.5
A4-1.5
A4-1.5
A4-1.1
SWA109
SWA160A
20' - 11" 2"4' - 7" 8' - 3" 6' - 3"
2'
2' - 0" 1' - 11" 5' - 4" 1' - 8" 2' - 8" 1' - 8" 5' - 4" 1' - 5" 1' - 9" 5' - 4" 1' - 8" 2' - 8" 3' - 2" 5' - 4" 1' - 8" 2' - 8" 5' - 9" 2' - 7" 5' - 4" 1' - 8" 5' - 4" 1' - 8" 2' - 8" 22' - 3" 3' - 2" 3' - 0" 1' - 5 1/4"
A9-1.1
A9-1.1
SWA160B
A2-2.1 1
A2-2.1 3
1. ALL PARTITIONS SHALL BE TYPE 1 UNLESS
OTHERWISE NOTED.
GENERAL NOTES - PARTIAL PLAN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
A M
C M a n c h e s te r S p e c ia lt y C lin ic
/V A
M C
M
A N
C H
E S
T E
R S
P E
C C
L
IN
IC
R
.r v t
/1 /2
:5
:3
A M
A1-2.1A
PARTIAL FLOOR PLAN - A DESIGN SPECIALTY
CARE BUILDING
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
SCALE: 1/4" = 1'-0"1
PARTIAL FLOOR PLAN - A
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
A2-2.1 1
5.7
E
D
D
C
C
B
B
A
A
E
E
A4-1.82
A4-1.36
A4-1.2
A4-1.8
A4-1.7
A4-1.7
A4-1.4
D.6
D.6
A4-1.112
A4-1.10
A4-1.10 3
A4-1.10
EXAM 2 LOW
VISION EXAM
SWA130
EXAM 3
SWA131EXAM 5
SWA133
EXAM 6
SWA134
EXAM 7
SWA140
EXAM 8
SWA141
EXAM 9
SWA142
EXAM 10
SWA143
EXAM 11
BARIATRIC
SWA144
VISUAL
FIELDS
SWA155
EXAM 12
PRETEST
SWA149
OPTOMETRY
SERVICE
CHIEF
SWA150
LOUNGE
SWA139
STAFF TOILET
SWA137
STAFF TOILET
SWA136
WATER
SERVICE
SWA122
SOILED
SWA135
HEARING AID
PROCESSING
SWA126
HEARING AID
MODIFICATION
SWA127
20'-0" 30'-0" 30'-0" 19'-1 1/4" 10'-10 3/4"
EXAM 4
SWA132
PATIENT LIFT
STORAGE
SWA138
REF.
H.A.C
SWA123
HEALTH
TECHS
WKSTA
SWA153
F E
C
PROCEDURE
SWA125
VESTIBULOGRAPHY
/ TELEHEALTH
SWA124
A3-1.1
A4-1.6 6
A4-1.1
CORRIDOR
SWA160C
1.6
C.2 e5.7
SWA135
SWA136
SWA137
SWA139
SWA150
SWA149 SWA148A
SWA152 SWA154
SWA147
SWA148B
SWA145
SWA144SWA143SWA142SWA141SWA140
SWA134 SWA133 SWA132 SWA131 SWA130 SWA129
CORRIDOR
SWA160D
SWA101
SWA146
CONFERENCE
ROOM
SWA154
OFFICE
SWA152
WORK
STATIONS (4)
SWA151
CORRIDOR
SWA160FSWA160F
SWA153 SWA155
1A
1A
1A 1A
1A
1A
1B
1A
1A
1A
5 5
D.3
D.3
A3-1.1
1.6
A3-1.1
A2-2.2 3
A9-1.1
SWA151
2'
0" 1'
2"
5'
4" 3'
0"
2'
8" 1'
8"
5'
0" 5'
8"
5'
4" 5'
4"
5'
4"
EXAM 1
LASER &
PROCEDURE
SWA129
IMAGING
SWA148
CORRIDOR
SWA160F
RECEPTION
SWA145A
A4-1.7
A4-1.7
A4-1.76
4CORRIDOR
SWA160E
RECEPTION
SWA145
WAITING
SWA101
SWA160D
EXISTING PORTION
OF RIBBON WINDOW
TO REMAIN EXPOSED
A4-1.39
A4-1.2
A9-1.1
CLEAN
SWA146
STOR
SWA147
10' - 5"
0"
9 3/4" 9' - 7" 10' - 5" 10' - 5" 10' - 5" 12' - 0"
10' - 9 1/4" 10' - 5" 10' - 5" 10' - 5" 11' - 6"
A3-2.2
C
LE
A R
6'
6'
CLEAR
6' - 0" 7" 7' - 5"
6' - 6"
A4-1.2
SEE STRUCTURAL DRAWINGS
FOR MODIFICATIONS TO THE
EXISTING CROSS-BRACE FOR
NEW DOOR ACCESS
S W
A4-1.2
SOLID SURFACE WINDOW
STOOL BELOW
A3-2.2
INFILL WHERE
EXISTING
STOREFRONT
IS SCHEDULED
TO BE
REMOVED
A3-2.2
A4-1.3
A4-1.3
A4-1.1
A4-1.4
A4-1.2
A4-1.87
A2-2.2
20' - 11"
43' - 3"
17' - 4" 2' - 8" 13' - 6" 15' - 9" 10"
22' - 11" 7' - 1"
2' - 0" 2' - 11" 2' - 8" 1' - 8" 2' - 8" 1' - 8" 5' - 4" 3' - 1" 2' - 6" 2' - 8" 1' - 8" 5' - 4" 1' - 8" 2' - 8" 1' - 8" 5' - 4" 1' - 8" 2' - 8" 6' - 2" 5' - 4" 1' - 8" 2' - 8" 1' - 8" 5' - 4" 9' - 4" 2' - 0"
4" 2'
8"
/8
2'
0"
1' - 10 1/2" 17' - 2" 8 1/2"
A3-2.2
5 INFILL WHERE
EXISTING
STOREFRONT
IS SCHEDULED
TO BE
REMOVED
5 INFILL EXISTING
STOREFRONT
RIBBON
WINDOW TO
ENCAPSULATE
EXISTING
STOREFRONT
EXISTING
CROSS BRACE
TO REMAIN
EXPOSED
PROVIDE CFMF INFILL
BELOW RIBBON WINDOW AT
EXISTING DOOR
SCHEDULED TO BE
REMOVED
1. ALL PARTITIONS SHALL BE TYPE 1 UNLESS
OTHERWISE NOTED.
GENERAL NOTES - PARTIAL PLAN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
A M
C M a n c h e s te r S p e c ia lt y C lin ic
/V A
M C
M
A N
C H
E S
T E
R S
P E
C C
L
IN
IC
R
.r v t
/1 /2
:5
:3
A M
A1-2.1B
PARTIAL FLOOR PLAN- B DESIGN SPECIALTY
CARE BUILDING
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
SCALE: 1/4" = 1'-0"1
PARTIAL FLOOR PLAN - B
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
5.7
D
C B.9C.5C.9
E
E
1.6 e5.7
1.6
A3-1.1
EXISTING PRIMARY CARE CLINIC
SWA101
WAITING
SWA101
EXISTING PORTION
OF RIBBON WINDOW
TO REMAIN EXPOSED
SEE STRUCTURAL DRAWINGS
FOR MODIFICATIONS TO THE
EXISTING CROSS-BRACE FOR
NEW DOOR ACCESS
S W
S W
5 INFILL WHERE
EXISTING
STOREFRONT
IS SCHEDULED
TO BE
REMOVED
A3-2.2
A4-1.87
3'
INFILL WHERE
EXISTING
STOREFRONT
IS SCHEDULED
TO BE
REMOVED
EXISTING PORTION
OF RIBBON WINDOW
TO BE ENCLOSED
5 INFILL EXISTING
STOREFRONT
RIBBON
WINDOW TO
ENCAPSULATE
EXISTING
STOREFRONT
A3-2.2
EXISTING
CROSS BRACE
TO REMAIN
PROVIDE CFMF
INFILL AT EXISTING
DOOR SCHEDULED
TO BE REMOVED
1. ALL PARTITIONS SHALL BE TYPE 1 UNLESS
OTHERWISE NOTED.
GENERAL NOTES - PARTIAL PLAN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
A M
C M a n c h e s te r S p e c ia lt y C lin ic
/V A
M C
M
A N
C H
E S
T E
R S
P E
C C
L
IN
IC
R
.r v t
/1 /2
:5
:4
A M
A1-2.1C
PARTIAL FLOOR PLAN - C DESIGN SPECIALTY
CARE BUILDING
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
1/4" = 1'-0"
PARTIAL FLOOR PLAN - C
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
UP
DN
D
1.3
E
CBA
ED.6
WATER SERVICE
SWA122
SOILED
SWA135
TR
SWA121
AUDIO SERVICE CHIEF
SWA113
HEARING AID
PROCESSING
SWA126
PROCEDURE
SWA125
HEARING AID
MODIFICATION
SWA127
WORK STATIONS (4)
SWA112
AUDIO TECH
SWA117
TOIL
SWA103
CERUMEN
MANAGMENT
SWA119
PROGRAMMING AND
FITTING ROOM
SWA120
AUDIO BOOTH EXAM
SWA114A
VESTIBULOGRAPHY /
TELEHEALTH
SWA124
A U
D
IO
L O
G Y
PROGRAMMING
FITTING ROOM
SWA111
PROGRAMMING
FITTING ROOM
SWA110
PROGRAMMING
FITTING ROOM
SWA109
PROGRAMMING
FITTING ROOM
SWA108
LARGE AUDIO BOOTH
EXAM
SWA106ACONTROL
SWA114
AUDIO BOOTH EXAM
SWA115A
CONTROL
SWA115
CONTROL
SWA116
LARGE AUDIO BOOTH
CONTROL
SWA106
EQUIPMENT
SWA107
STAIRS
SWA102
CLEAN SUPPLY
SWA118
CORRIDOR
SWA160C
CORRIDOR
SWA161
EMERGENCY ELEC
SWA105A
TOIL
SWA104
H.A.C
SWA123
CORRIDOR
SWA160A
F E
C
F E
C
EQ-02
EQ-02EQ-02
EQ-21
EQ-20
EQ-19
EQ-18
EQ-17
EQ-11
EQ-11
ELEC
SWA105
D D.3
3.4 eDeE e1 e3 eC.9
EQ-02
EQ-02
VNG
CART
FITTING
CART
VESTIBULE
SWA100
EQ-21
EQ-20
EQ-19
EQ-18
EQ-17
D.3
3.4
OPTICAL
SWA128
EQ-02
EQ-02
EQ-01
EQ-01
EQ-01
EQ-01
EQ-01
EQ-01
CORRIDOR
SWA160A
EQ-02 EQ-02 EQ-02
EQ-02
EQ-13
EQ-24
EQ-02
EQ-13
EQ-15
EQ-11
EQ-01
EQ-01
EQ-02
EQ-01
EQ-26
EQ-26
EQ-25
EQ-28 EQ-28 EQ-28 EQ-28
EQ-28
EQ-27
EQ-22
EQ-22 EQ-22 EQ-22 EQ-22
EQ-22
EQ-22EQ-22
EQ-22
EQ-22
EQ-22
EQ-22
EQ-22
EQ-22 EQ-22
EQ-22EQ-22
EQ-22
EQ-22
EQ-22
EQ-22
EQ-22
EQ-22
EQ-22
EQ-29
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
A M
C M a n c h e s te r S p e c ia lt y C lin ic
/V A
M C
M
A N
C H
E S
T E
R S
P E
C C
L
IN
IC
R
.r v t
/1 /2
:5
:4
A M
A1-2.3
EQUIPMENT PLAN - A DESIGN SPECIALTY
CARE BUILDING
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
SCALE: 1/4" = 1'-0"1
EQUIPMENT PLAN - A
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
5.7
E
CBA
ED.6
EXAM 2 LOW VISION
EXAM
SWA130
EXAM 3
SWA131
EXAM 5
SWA133
EXAM 6
SWA134
EXAM 7
SWA140
EXAM 8
SWA141
EXAM 9
SWA142
EXAM 10
SWA143
EXAM 11 BARIATRIC
SWA144
VISUAL FIELDS
SWA155
EXAM 12 PRETEST
SWA149
OPTOMETRY SERVICE
CHIEF
SWA150
LOUNGE
SWA139
STAFF TOILET
SWA137
STAFF TOILET
SWA136
SOILED
SWA135
HEARING AID
PROCESSING
SWA126
EXAM 4
SWA132
PATIENT LIFT
STORAGE
SWA138
REF.
LOCKERS
H.A.C
SWA123
OMNICELLRME
F E
C
EQ-03
EQ-04
EQ-05
EQ-06
EQ-02
EQ-16
EQ-16
EQ-16
EQ-16
EQ-16EQ-16EQ-16
D D.3C.2 eE e3 e5 e5.7
EQ-02
EQ-16
EQ-16
WORK STATIONS (4)
SWA151
OFFICE
SWA152 HEALTH TECHS WKSTA
SWA153 CONFERENCE ROOM
SWA154
CORRIDOR
SWA160D
REF.
EQ-02
EQ-07
D.3
1.6
EQ-02EQ-02
EQ-02
EXAM 1 LASER &
PROCEDURE
SWA129
RECEPTION
SWA145
RECEPTION
SWA145A
IMAGING
SWA148
CORRIDOR
SWA160F
CORRIDOR
SWA160E
WAITING
SWA101
SD1
MR2
SD1
GB36H
GB18V
SN2
TP1
EQ-01EQ-01
EQ-01 EQ-01
EQ-01 EQ-01
EQ-01
EQ-01 EQ-01 EQ-01
EQ-12
STOR
SWA147
CLEAN
SWA146
CORRIDOR
SWA160F
EQ-01
EQ-01
EQ-22
EQ-22 EQ-22
EQ-29
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
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:5
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A M
A1-2.4
EQUIPMENT PLAN - B DESIGN SPECIALTY
CARE BUILDING
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
SCALE: 1/4" = 1'-0"1
EQUIPMENT PLAN - B
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
A M
C M a n c h e s te r S p e c ia lt y C lin ic
/V A
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C H
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:5
:5
A M
A1-2.5
EQUIPMENT SCHEDULE DESIGN SPECIALTY
CARE BUILDING
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
EQUIPMENT SCHEDULE
EQ # DESCRIPTION AQUISITION
BLOCKING
REQUIRED
POWER
REQUIRED
DATA
REQUIRED COUNT
EQ-01 MONITOR AND KEYBOARD OFOI N Y Y 21
EQ-02 DOUBLE MONITOR OFOI N Y Y 30
EQ-03 RELIANCE 7900 OFOI N N N 12
EQ-04 APPLANATION TONOMETER OFOI N Y N 12
EQ-05 LENSOMETER OFOI N Y N 12
EQ-06 BINOCULAR INDIRECT
OPHTHALMOSCOPE
OFCI Y Y N 12
EQ-07 SHARPS OFCI Y N N 12
EQ-08 VISUAL ACUITY OFCI Y Y N 12
EQ-11 SPHYGMOMANOMETER OFCI Y Y N 3
EQ-12 LASER OFOI N Y N 1
EQ-13 PROCEDURE CHAIR OFOI Y N 2
EQ-15 TREATMENT TABLE OFOI N N N 1
EQ-16 CORNEAL ULTRASOUND OFOI N Y N 9
EQ-17 ELECTROSURGERY
ANALYZER
OFOI N Y N 2
EQ-18 PORTABLE AUTOMATIC
DEFIBRILLATOR ANALYZER
OFOI N Y N 7
EQ-19 ULTRASONIC WATTMETER OFOI N Y N 2
EQ-20 RADIATION LIGHT FIELD
ANALYZER
OFOI N Y N 2
EQ-21 ELECTRICAL SAFETY
ANALYZER
OFOI N Y N 2
EQ-22 TRASH BIN OFOI N N N 53
EQ-23 RELIANCE 7000 L OFOI Y N 12
EQ-24 UMF MEDICAL MODEL 8678 OFOI N N 1
EQ-25 FITTING MACHINE OFOI N Y N 1
EQ-26 EARIGATOR OFOI N Y N 2
EQ-27 VNG Cart OFOI N Y N 1
EQ-28 AUDIOSCAN OFOI N Y N 5
EQ-29 AED OFOI Y N N 2
EQ-30 TV MONITOR OFCI Y Y Y 2
ACCESSORY SCHEDULE
TAG DESCRIPTION AQUISITION BLOCKING REQUIRED POWER REQUIRED DATA REQUIRED COUNT
BCS WALL HUNG BABY CHANGING STATION CFCI Y N N 2
CH2 COAT HOOK STRIP OFCI Y N N 3
GB18V GRAB BAR - 18" - VERTICAL CFCI Y N N 4
GB36H GRAB BAR - 36" - HORIZONTAL CFCI Y N N 4
GB42H GRAB BAR - 42" - HORIZONTAL CFCI Y N N 4
HS1 HAND SANITIZER DISPENSER OFCI Y N N 14
MR1 MIRROR 36" x 16" CFCI Y N N 3
MR2 MIRROR 24" x 18" CFCI Y N N 5
SD1 SOAP DISPENSER OFCI Y N N 31
SH1 SHELF CFCI Y N N 2
SN1 SANITARY NAPKIN DISPENSER CFCI Y N N 2
SN2 SANITARY NAPKIN DISPOSAL CFCI Y N N 4
TP1 TOILET PAPER DISPENSER CFCI Y N N 4
NOTE: REFER TO SPEC 10 28 13 TOILET ACCESSORIES
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
OC
OC OC OC OC
OC
OCOC
OC
OC OC
OC
OC
OCOCOCOCOC
OC OC OC OC OC
OC
OC
OC
OCOCOC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
DCBA
LARGE AUDIO BOOTH
EXAM
SWA106A
TOIL
SWA103
CORRIDOR
SWA160C
CORRIDOR
SWA160C
PROGRAMMING
FITTING ROOM
SWA108
PROGRAMMING
FITTING ROOM
SWA109
PROGRAMMING
FITTING ROOM
SWA110
PROGRAMMING
FITTING ROOM
SWA111
WORK STATIONS (4)
SWA112
AUDIO SERVICE CHIEF
SWA113
TR
SWA121
WATER SERVICE
SWA122
SOILED
SWA135
STAFF TOILET
SWA136
STAFF TOILET
SWA137
LOUNGE
SWA139
OPTOMETRY SERVICE
CHIEF
SWA150
EXAM 12 PRETEST
SWA149
VISUAL FIELDS
SWA155
EXAM 11 BARIATRIC
SWA144
EXAM 10
SWA143
EXAM 9
SWA142EXAM 8
SWA141
EXAM 7
SWA140
EXAM 6
SWA134 EXAM 5
SWA133
EXAM 4
SWA132
EXAM 3
SWA131
EXAM 2 LOW VISION
EXAM
SWA130
HEARING AID
MODIFICATION
SWA127
HEARING AID
PROCESSING
SWA126
PROCEDURE
SWA125
VESTIBULOGRAPHY /
TELEHEALTH
SWA124
PROGRAMMING AND
FITTING ROOM
SWA120 CERUMEN
MANAGMENT
SWA119
AUDIO TECH
SWA117
AUDIO BOOTH EXAM
SWA114A
E
HEALTH TECHS WKSTA
SWA153
PATIENT LIFT
STORAGE
SWA138
H.A.C
SWA123
CORRIDOR
SWA161
LARGE AUDIO BOOTH
CONTROL
SWA106
EQUIPMENT
SWA107
EMERGENCY ELEC
SWA105A
STAIRS
SWA102
CONTROL
SWA116
CONTROL
SWA115
AUDIO BOOTH EXAM
SWA115A
CONTROL
SWA114
CLEAN SUPPLY
SWA118 TOIL
SWA104
C.2 D.6
AUDIO BOOTH EXAM
SWA116A
1.6
3.4
C.2 eDeE e1 e2 e3 e4 e5 eC.9 e5.7
D.3
CORRIDOR
SWA160A
CORRIDOR
SWA161
CORRIDOR
SWA160B
13' - 6"ACT-1
13' - 0"GWB
1.6
WORK STATIONS (4)
SWA151
OFFICE
SWA152
CONFERENCE ROOM
SWA154
CORRIDOR
SWA160E
CORRIDOR
SWA160D
NO CEILING, EXPOSED
TO STRUCTURE ABOVE
3.4
EQ.
EXAM 1 LASER &
PROCEDURE
SWA129
RECEPTION
SWA145A
EQ. EQ. EQ. EQ.EQ.EQ.
OPTICAL
SWA128
RECEPTION
SWA145
CORRIDOR
SWA160F
CORRIDOR
SWA160F
WAITING
SWA101
CLEAN
SWA146
STOR
SWA147
NO CEILING, EXPOSED
TO STRUCTURE ABOVE
ELEC
SWA105
NO CEILING, EXPOSED
TO STRUCTURE ABOVE
A1-3.3
A1-3.3
A1-3.3
A1-3.3
A1-3.3
A1-3.3
A1-3.3
A1-3.3
A1-3.3
A1-3.3
A1-3.3
A1-3.3
A1-3.3
A1-3.3
A3-2.1 03
A3-2.1
A1-3.3
A1-3.3
A1-3.3
3'
3'-0"
3'-0"
2'-6"
2'-6"
4'-7"
3' - 0 1/2"
10' - 4"GWB
13' - 6"GYP
A1-3.3
A1-3.3
A1-3.3
A4-1.5
A4-1.5
A4-1.5
A4-1.3
A4-1.3
A4-1.4
SS
S
S
S S S S
S
S
S
S
S
S
S
S
SSS
S
S
S
S S S S
S
S
A1-3.3
A1-3.3
SF-2
A1-3.3
REFLECTED CEILING LEGEND
2' X 2' ACOUSTIC CEILING TILE
GYPSUM WALL BOARD
SUPPLY DIFFUSER
REFER TO MECH. DRWGS.
RETURN DIFFUSER
REFER TO MECH. DRWGS.
2'X2' LIGHT FIXTURE
SURFACE MOUNTED LIGHT
FIXTURE
6" RECESSED CAN LIGHT FIXTURE
2' BETA CALCO RING
EXIT SIGN
REFER TO ELEC. DRWGS.
OCCUPANCY SENSOR
REFER TO ELEC. DRWGS.
WALL MOUNTED VISUAL (STROBE)
REFER TO FIRE ALARM DRWGS.
EXHAUST DIFFUSER
REFER TO MECH. DRWGS.
OC
S CEILING MOUNTED AUDIO SPEAKER
REFER TO TECH DRWGS.
WALL MOUNTED DOME LIGHT
REFER TO TECH. DRWGS.
CEILING MOUNTED CAMERA
REFER TO TECH. DRWGS.
SPRINKLER HEAD
REFER TO F.P. DRWGS.
UNDER TASK LIGHTING
RADIANT HEAT PANEL
REFER TO MECH. DRWGS.
LED FIXTURE
1. ALL ACT CEILING SHALL BE 9'-0" AFF
UNLESS OTHERWISE NOTED.
2. ALL GWB SOFFITS SHALL BE AT
8'-6" UNLESS OTHERWISE NOTED.
3. HATCHED AREA IN AUDIOLOGY ONLY TO
RECEIVE SPECIAL CEILING CONDITION
REFER TO DETAIL 8/A1-3.3.
GENERAL NOTES - RCP
C D D.3
C.2 e1
UP
NO CEILING, EXPOSED
STRUCTURE ABOVE
PUMP ROOM
SWA163 BASEMENT STAIRS
SWA162
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
A M
C M a n c h e s te r S p e c ia lt y C lin ic
/V A
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M
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E S
T E
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C C
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R
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:5
:5
A M
A1-3.1
REFLECTED CEILING PLAN DESIGN SPECIALTY
CARE BUILDING
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
SCALE: 1/8" = 1'-0"1
FIRST FLOOR RCP
1/8" = 1'-0"
BASEMENT FLOOR RCP
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
DCBA
EC.2 D.6D.3
1.6
3.4
PENTHOUSE
SWA200
PENHOUSE ELEC
SWA201
STAIRS
SWA102
REFLECTED CEILING LEGEND
2' X 2' ACOUSTIC CEILING TILE
GYPSUM WALL BOARD
SUPPLY DIFFUSER
REFER TO MECH. DRWGS.
RETURN DIFFUSER
REFER TO MECH. DRWGS.
2'X2' LIGHT FIXTURE
SURFACE MOUNTED LIGHT
FIXTURE
6" RECESSED CAN LIGHT FIXTURE
2' BETA CALCO RING
EXIT SIGN
REFER TO ELEC. DRWGS.
OCCUPANCY SENSOR
REFER TO ELEC. DRWGS.
WALL MOUNTED VISUAL (STROBE)
REFER TO FIRE ALARM DRWGS.
EXHAUST DIFFUSER
REFER TO MECH. DRWGS.
OC
S CEILING MOUNTED AUDIO SPEAKER
REFER TO TECH DRWGS.
WALL MOUNTED DOME LIGHT
REFER TO TECH. DRWGS.
CEILING MOUNTED CAMERA
REFER TO TECH. DRWGS.
SPRINKLER HEAD
REFER TO F.P. DRWGS.
UNDER TASK LIGHTING
RADIANT HEAT PANEL
REFER TO MECH. DRWGS.
LED FIXTURE
1. ALL ACT CEILING SHALL BE 9'-0" AFF
UNLESS OTHERWISE NOTED.
2. ALL GWB SOFFITS SHALL BE AT
8'-6" UNLESS OTHERWISE NOTED.
3. HATCHED AREA IN AUDIOLOGY ONLY TO
RECEIVE SPECIAL CEILING CONDITION
REFER TO DETAIL 8/A1-3.3.
GENERAL NOTES - RCP
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
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C M a n c h e s te r S p e c ia lt y C lin ic
/V A
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T E
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:5
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A M
A1-3.2
ROOF DECK - REFLECTED CEILING
PLAN
DESIGN SPECIALTY
CARE BUILDING
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
1/8" = 1'-0"
ROOF DECK RCP
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
STEP 1 STEP 2
CEILING AS SPECIFIED
LEVELING SCREWS 3" LONG X 3'-0" OC
TO BE STAGGERED WITH TRACK SCREWS
SECURE CONTINUOUS EXTRUDED
ALUMINUM TRACK WITH 3" FHWS CSK
AT 1'-0" OC
CEILING "T"
2 X 6 CONT BLOCKING EXTENDED TO
WALL FOR LATERAL SUPPORT
3/8" DIAMETER THREADED HANGER RODS
AT 4'-0" OC MAXIMUM. SECURE TO
STRUCTURE ABOVE W/ITH ANCHOR
SYSTEM TO SUIT STRUCTURAL SYSTEM
(REFERENCE SECTION 05500- METAL
FABRICATIONS)
CEILING AS SCHEDULED
5/8" GWB ON 3 5/8" METAL
STUD FRAMING @ 16" O.C.
METAL STUD BRACING AS
REQUIRED - MAXIMUM 48"
O.C.
CORNER BEAD
R E
F E
R
T O
R C
P
F O
R
C
IL
IN
G
H
IG
H
TAUDIO BOOTH
(VC)
V
IF
M
IN
BACKER ROD
AND SEALANT
SUSPENDED ACOUSTIC
CEILING TILE (BOTH SIDES)
CORNER BEAD TYPICAL
5/8" GWB ON 3 5/8" METAL STUDS @
16" ON CENTER
M
IN
6"
R E
F E
R T
O R
C P
V A
R
IE
S
M
IN
6"
CEILING HEIGHT
REFER TO RCP
BOTTOM OF SOFFIT
STOREFRONT WHERE INDICATED
BLOCKING WHERE REQUIRED
BRACE BACK TO STRUCTURE
WITH METAL STUDS AS
REQUIRED
SUSPENDED ACOUSTIC
CEILING TILE (BOTH SIDES)
CORNER BEAD TYPICAL
5/8" GWB ON 3 5/8" METAL STUDS @
16" ON CENTER
M
IN
6"
R E
F E
R T
O R
C P
V A
R
IE
S
M
IN
6" V
A R
IE
S
CEILING HEIGHT
REFER TO RCP
BOTTOM OF SOFFIT
CEILING HEIGHT
REFER TO RCP
BLOCKING WHERE REQUIRED
BRACE BACK TO STRUCTURE
WITH METAL STUDS AS
REQUIRED
SUSPENDED ACOUSTIC
CEILING TILE (BOTH SIDES)
CORNER BEAD TYPICAL
5/8" GWB ON 3 5/8" METAL STUDS @
16" ON CENTER
M
IN
6"
R E
F E
R T
O R
C P
V A
R
IE
S
REFER TO RCP
VARIES
CEILING HEIGHT
REFER TO RCP
BOTTOM OF SOFFIT
CEILING HEIGHT
REFER TO RCP
ROLLER SHADE AND
HOUSING (OFOI)
ACT CEILING,
SEE RCP
1' - 5"
REFER TO MECH
DWGS FOR
RADIANT PANEL
SUSPENDED ACOUSTIC
CEILING TILE (BOTH SIDES)
CORNER BEAD TYPICAL
5/8" GWB ON 3 5/8" METAL STUDS @
16" ON CENTER
M
IN
6"
R E
F E
R T
O R
C P
V A
R
IE
S
REFER TO RCP
VARIES
CEILING HEIGHT
REFER TO RCP
BOTTOM OF SOFFIT
CEILING HEIGHT
REFER TO RCP
FURRED OUT PARTITION W/ 5/8" GWB ON
3 5/8" METAL STUDS @ 16" ON CENTER
EXISTING BUILDING
ROOF AND STEEL
REFER TO
STRUCTURAL
DRAWINGS
3" GLASS - FIBER
BATT INSULATION
NEOPRENE HANGERS (SEE NOTE 3)
CAULK AROUND
PERIMETER
DOUBLE-LAYER GYPSUM BOARD CEILING
STEEL FRAMING
STEEL GRID FOR SUPPORT OF ALL
CEILING HUNG EQUIP. RIGIDLY
SUSPENDED FROM STRUCTURAL STEEL.
NOTES:
1. INSTALL STEEL FRAMING ROUGHLY 3 TO 4 INCHES ABOVE THE BOTTOM I-BEAM CHORD TO ALLOW ROOM FOR CAULKING AND I-
BEAM HANGERS.
2. HANG ALL EQUIPMENT FROM BOTTOM CHORD OF I-BEAM OR FROM STEEL STRUCTURE. DO NOT PENETRATE THE GYPSUM BOARD
CEILING.
3. SPAN STEEL FRAMING FROM BEAM TO BEAM, WHEN POSSIBLE. IF NECESSARY, USE NEOPRENE HANGERS FOR SUPPLEMENTAL
SUPPORT AT MID-POINTS. THESE SHOULD BE USED SPARINGLY.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
A M
C M a n c h e s te r S p e c ia lt y C lin ic
/V A
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T E
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A M
A1-3.3
CEILING DETAILS DESIGN SPECIALTY
CARE BUILDING
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
3" = 1'-0"
SECTION DETAIL AT CURTAIN TRACK SUPPORT
1 1/2" = 1'-0"
CEILING DETAIL - TYP. AT AUDIOLOGY BOOTHS
1 1/2" = 1'-0"
BULKHEAD- NARROW TRANSITION DROPPED, ACT EVEN
1 1/2" = 1'-0"
BULKHEAD-NARROW TRANSITION, ACT UNEVEN
1 1/2" = 1'-0"
BULKHEAD- WIDE TRANSITION, ACT
1 1/2" = 1'-0"
RADIANT PANEL AT ACT
1 1/2" = 1'-0"
BULKHEAD- WIDE TRANSITION, ACT @ EXISTING
NTS
GYPSUM CEILING INFILL IN AUDIOLOGY
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
UP
DN
DN
5.7
D
1.3
E C B AB.9C.5C.9
A.2
A.96A.95 A.65 A.45 AA
5.5
5.8
5.9
B.2
B.4
DCBA
ED.6
1.2
1.6
3.4
C.2 eDeE e1 e2 e3 e4 e5 eC.9 e5.7
D.3
1.6
EXAM 2 LOW VISION
EXAM
SWA130
EXAM 3
SWA131
EXAM 5
SWA133
EXAM 6
SWA134
EXAM 7
SWA140
EXAM 8
SWA141
EXAM 9
SWA142
EXAM 10
SWA143
EXAM 11 BARIATRIC
SWA144
VISUAL FIELDS
SWA155
EXAM 12 PRETEST
SWA149OPTOMETRY SERVICE
CHIEF
SWA150
LOUNGE
SWA139
STAFF TOILET
SWA137
STAFF TOILET
SWA136
WATER SERVICE
SWA122
SOILED
SWA135
TR
SWA121
AUDIO SERVICE CHIEF
SWA113
HEARING AID
PROCESSING
SWA126
PROCEDURE
SWA125
HEARING AID
MODIFICATION
SWA127
WORK STATIONS (4)
SWA112
AUDIO TECH
SWA117
TOIL
SWA103
CERUMEN
MANAGMENT
SWA119
PROGRAMMING AND
FITTING ROOM
SWA120
AUDIO BOOTH EXAM
SWA114A
VESTIBULOGRAPHY /
TELEHEALTH
SWA124
EXAM 4
SWA132
PROGRAMMING
FITTING ROOM
SWA111
PROGRAMMING
FITTING ROOM
SWA110
PROGRAMMING
FITTING ROOM
SWA109
PROGRAMMING
FITTING ROOM
SWA108
LARGE AUDIO BOOTH
EXAM
SWA106A
PATIENT LIFT
STORAGE
SWA138
REF.
LOCKERS
CONTROL
SWA114
AUDIO BOOTH EXAM
SWA115A
CONTROL
SWA115
CONTROL
SWA116
LARGE AUDIO BOOTH
CONTROL
SWA106
EQUIPMENT
SWA107
STAIRS
SWA102
CLEAN SUPPLY
SWA118
CORRIDOR
SWA160C
CORRIDOR
SWA161
TOIL
SWA104
H.A.C
SWA123
HEALTH TECHS WKSTA
SWA153
EXISTING PRIMARY CARE CLINIC
CORRIDOR
SWA160A
F E
C
F E
C
FEC
WORK STATIONS (4)
SWA151
OFFICE
SWA152
CONFERENCE ROOM
SWA154
CORRIDOR
SWA160E
CORRIDOR
SWA160D
EMERGENCY ELEC
SWA105A
ELEC
SWA105
AUDIO BOOTH EXAM
SWA116A
VESTIBULE
SWA100
C A
R T
W
E Q
U
IP
A1A1A1A1A1
A1
A1
A1 A1 A1 A1 A1
A
A
A
A
A1 A1 A1 A1 A1 A1
A1
A1
A2
A2
A1
A1
A1 A1 A1 A1 A1
A1
A1
A1
A1A1A1A1A1
A1 A1 A1 A1 A1 A1
A1A1A1A1
A2
A2
A1
A1
A1
A1
A1
A1
A1
3.4
RECEPTION
SWA145
RECEPTION
SWA145A
CLEAN
SWA146
STOR
SWA147
WAITING
SWA101
EXAM 1 LASER &
PROCEDURE
SWA129
OPTICAL
SWA128
OMNI
CELL
RME
REF.
A1
A3
IMAGING
SWA148
CORRIDOR
SWA160B
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
A M
C M a n c h e s te r S p e c ia lt y C lin ic
/V A
M C
M
A N
C H
E S
T E
R S
P E
C C
L
IN
IC
R
.r v t
/1 /2
:5
:0
A M
A1-4.1
SIGNAGE DESIGN SPECIALTY
CARE BUILDING
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
1/8" = 1'-0"
OVERALL FIRST FLOOR PLAN SIGNAGE
SIGNAGE SCHEDULE
ROOM
NUMBER SIGN TYPE QTY ROOM NAME NOTES
A1
SWA100 A1 1 VESTIBULE
SWA105 A1 1 ELECTRICAL
SWA105A A1 1 ELEC. STORAGE
SWA106 A1 1 LARGE AUDIO
BOOTH CONTROL
SWA106A A1 1 LARGE AUDIO
BOOTH EXAM
SWA107 A1 1 EQUIPMENT
SWA108 A1 1 PROGRAMMING AND
FITTING
SWA109 A1 1 PROGRAMMING AND
FITTING
SWA110 A1 1 PROGRAMMING AND
FITTING
SWA111 A1 1 PROGRAMMING AND
FITTING
SWA112 A1 1 WORK STATIONS
SWA113 A1 1 AUDIO SERVICE
CHIEF
WITH NAME
SWA114 A1 1 AUDIO BOOTH
CONTROL
SWA114A A1 1 AUDIO BOOTH EXAM
SWA115 A1 1 AUDIO BOOTH
CONTROL
SWA115A A1 1 AUDIO BOOTH EXAM
SWA116 A1 1 AUDIO BOOTH
CONTROL
SWA116A A1 1 AUDIO BOOTH EXAM
SWA117 A1 1 AUDIO TECH
SWA118 A1 1 CLEAN SUPPLY
SWA119 A1 1 CERUMEN
MANAGMENT
SWA120 A1 1 PROGRAMMING AND
FITTING
SWA121 A1 1 TR
SWA122 A1 1 WATER SERVICE
SWA123 A1 1 H.A.C
SWA124 A1 1 PROCEDURE
SWA125 A1 1 VESTIBULOGRAPHY /
TELEHEALTH
SWA126 A1 1 HEARING AND
PROCESSING
SWA127 A1 1 HEARING AND
MODIFICATION
SWA128 A1 1 OPTICAL
SWA129 A1 1 EXAM 1 LASER AND
PROCEDURE
SWA130 A1 1 EXAM 2 LOW VISION
EXAM
SWA131 A1 1 EXAM 3
SWA132 A1 1 EXAM 4
SWA133 A1 1 EXAM 5
SWA134 A1 1 EXAM 6
SWA135 A1 1 SOILED
SWA139 A1 1 LOUNGE
SWA140 A1 1 EXAM 7
SWA141 A1 1 EXAM 8
SWA142 A1 1 EXAM 9
SWA143 A1 1 EXAM 10
SWA144 A1 1 EXAM 11 BARIATRIC
SWA145 A1 1 RECEPTION
SWA146 A1 1 CLEAN
SWA147 A1 1 STORAGE
SWA148 A1 1 IMAGING
SWA148 A1 1 IMAGING
SWA149 A1 1 EXAM 12 PRETEST
SWA150 A1 1 OPTOMETRY
SERVICE CHIEF
WITH NAME
SWA151 A1 1 WORK STATIONS
SWA152 A1 1 OFFICE
SWA153 A1 1 HEALTH TECHS
WORK STATION
SWA154 A1 1 CONFERENCE ROOM
SWA155 A1 1 VISUAL FIELDS
SWA161 A1 1 CORRIDOR
SWA161 A1 1 CORRIDOR
A2
SWA103 A2 1 TOILET
SWA104 A2 1 TOILET
SWA136 A2 1 STAFF TOILET
SWA137 A2 1 STAFF TOILET
A3
SWA102 A3 1 STAIRS
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
First Floor 0' - 0"
Roof Deck 14' - 0"
PENTHOUSE
ROOF
27' - 4"
A3-1.1
HIGH ROOF
16' - 6"
A3-1.1
A3-1.1
Sim
A B B A B A B B A B
C J C JC JC JC J
A9-1.1
66 6 6 6 6 6 6 6
A9-1.1
4" EXPANSION JOINT
B R
IC
K
S H
E
LF
8"
SOLDIER COURSE
3'
8" 6'
8"
3'
8" 2'
PENTHOUSE ROOF
ACCESS LADDER
3'
4" 8"
6'
0" 8"
3'
4"
3'
7'
3' - 0"11' - 6"
CONFIRM LOUVER SIZE
AND LOCATION WITH
MECHANICAL DWGS
DEDUCT ALTERNATE #9
OMIT FIXED SAFETY RAILING
HANDRAIL
DEDUCT ALTERNATE #9
OMIT FIXED SAFETY RAILING
HANDRAIL
First Floor 0' - 0"
First Floor 0' - 0"
Roof Deck 14' - 0"
Roof Deck 14' - 0"
PENTHOUSE
ROOF
27' - 4"
A3-1.1
A3-1.1
A3-1.1
A3-1.1
Sim
A3-1.1
Sim
C J C J C J C J
2' - 0"
C J
2' - 0"
A BB C A
B
B BC
A3-1.1
6 6 6 6 1 6 6 6
1 4'
0"
OVERFLOW ROOF LEADER DISCHARGE
A9-1.1
A9-1.1
B R
IC
K
S H
LF
8"
B R
IC
K
S H
E
LF
1'
B R
IC
K
S H
E
LF
2'
24' - 0" 32' - 0"
PENTHOUSE ROOF
ACCESS LADDER
SOLDIER COURSE
3'
8" 6'
8"
3'
PAINTED MTL HAND
RAIL AND GUADRAIL
PAINTED MTL HAND
RAIL AND GUADRAIL
FIRE DEPARTMENT CONNECTION
2'
0"
DEDUCT ALTERNATE #9
OMIT FIXED SAFETY RAILING
HANDRAIL
DEDUCT ALTERNATE #9
OMIT FIXED SAFETY RAILING
HANDRAIL
BRICK VENEER
COLOR: TO MATCH EXISTING BUILDING
CORRUGATED METAL PANEL
EXTERIOR
MATERIAL LEGEND
METAL PANEL
METAL COPING
2 PRECAST PANEL
6 CEMENTITIOUS PANEL
7 METAL LOUVER -
PREFINISHED TO MATCH
SIDING COLOR
First Floor 0' - 0"
Roof Deck 14' - 0"
4" EXPANSION JOINT
INFILL WALL TO MATCH
EXISTING BLOCK VENEER
CONSTRUCTION
A3-2.2
(BASE BID)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
A M
C M a n c h e s te r S p e c ia lt y C lin ic
/V A
M C
M
A N
C H
E S
T E
R S
P E
C C
L
IN
IC
R
.r v t
/3
/2
:3
:2
P M
A2-2.1
EXTERIOR ELEVATIONS DESIGN SPECIALTY
CARE BUILDING
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
1/4" = 1'-0"
NORTH ELEVATION
1/4" = 1'-0"
WEST ELEVATION
1/4" = 1'-0"
EXTERIOR FINISHES
1/4" = 1'-0"
PARTIAL WEST EXISTING
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
Roof Deck 14' - 0"
PENTHOUSE
ROOF
27' - 4"
A3-1.1
6"
A3-1.1
Sim
A3-1.1
A3-1.1
Sim
C JC JC JC J
2' - 0" 19' - 4" 31' - 4" 29' - 4" 2' - 0"
A A A A A
D
B B B B B
66666666666
A
EQEQ
A9-1.1
ALT#3
BASE BID: PROVIDE METAL PANEL RAINSCREEN
DEDUCT ALTERNATE -EXISTING CMU WALL TO
REMAIN EXPOSED
4 4
SOLDIER COURSE
2" EXPANSION JOINT
2'
8" 3'
8"
6'
8" 3'
EQEQEQ
B R
IC
K
S H
E
LF
8"
7'
3'
11' - 6"3' - 0"
CONFIRM LOUVER SIZE
AND LOCATION WITH
MECHANICAL DWGS
DEDUCT ALTERNATE #9
OMIT FIXED SAFETY RAILING
HANDRAIL
DEDUCT ALTERNATE #9 OMIT
FIXED SAFETY RAILING
HANDRAIL
First Floor 0' - 0"
First Floor 0' - 0"
Roof Deck 14' - 0"
Roof Deck 14' - 0"
PENTHOUSE
ROOF
27' - 4"
PENTHOUSE
ROOF
27' - 4"
A3-1.1
A
A3-1.1
A9-1.1
A9-1.1
SOLDIER
COURSE
3'
8" 6'
8"
3'
B R
IC
K
S H
E
LF
8"
DEDUCT ALTERNATE #9 OMIT
FIXED SAFETY RAILING
HANDRAIL
DEDUCT ALTERNATE #9
OMIT FIXED SAFETY RAILING
HANDRAIL
First Floor 0' - 0"
Roof Deck 14' - 0"
EQ EQ EQ
.ALT#3
BASE BID: PROVIDE METAL PANEL RAINSCREEN
DEDUCT ALTERNATE -EXISTING CMU WALL TO
REMAIN EXPOSED
A3-2.2
A3-2.1
A3-2.2
(BASE BID)
(ALT #3)
BRICK VENEER
COLOR: TO MATCH EXISTING BUILDING
CORRUGATED METAL PANEL
EXTERIOR
MATERIAL LEGEND
METAL PANEL
METAL COPING
2 PRECAST PANEL
6 CEMENTITIOUS PANEL
7 METAL LOUVER -
PREFINISHED TO MATCH
SIDING COLOR
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
A M
C M a n c h e s te r S p e c ia lt y C lin ic
/V A
M C
M
A N
C H
E S
T E
R S
P E
C C
L
IN
IC
R
.r v t
/3
/2
:3
:2
P M
A2-2.2
EXTERIOR ELEVATIONS DESIGN SPECIALTY
CARE BUILDING
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
1/4" = 1'-0"
SOUTH ELEVATION
1/4" = 1'-0"
EAST ELEVATION
1/4" = 1'-0"
PARTIAL WEST ELEVATION
1/4" = 1'-0"
EXTERIOR FINISHES
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
A
M.O.
2' - 9"
2'
8"
M .O
7'
4"
U N
IT
D
IM
7'
3"
UNIT DIM
2' - 8"
2'
3" 5'
0"
B
M.O.
5' - 5"
2'
8"
M .O
7'
4"
U N
IT
D
IM
7'
3"
UNIT DIM
5' - 4"
2'
3" 5'
0"
2' - 8" 2' - 8"
C
M.O.
5' - 0"
0"
M .O
U N
IT
D
IM
9'
UNIT DIM
4' - 11"
1'
6"
1'
1/
2"
6'
1/
2" 1'
0"
3' - 3"
1' - 8"
D
R.O.
17' - 2"
1'
0"
R .O
U N
IT
D
IM
UNIT DIM
17' - 1"
4'
2" 6'
0"
6'
0" 1'
0"
EQ EQ EQ EQ EQ EQ
3'
6'
6'
2'
SPANDREL PANEL
SPANDREL PANEL
SPANDREL PANEL
SPANDREL PANEL
SPANDREL PANEL
SPANDREL PANEL
SPANDREL PANEL
SPANDREL PANELSPANDREL PANEL
HORIZONTAL BUTT JOINTS IN GLAZING
-TYP FOR STOREFRONT TYPE D
VERTICAL MULLION COVER FINS BY
STOREFRONT MANUFACTURER
- 2" WIDE X 1'-0" DEEP
PERIMETER HEAD JAMB AND SILL
STOREFRONT FRAMING TO BE TYPICAL
2" X 4" WITH SILL FLASHING AND BOTH
HEAD AND JAMB RECEPTORS
3'-0" STOREFRONT
SYSTEM DOOR,
KAWNEER AA 250
THERMAL
ENTRANCE DOOR
OR EQUAL, FINISH
MATCH
STOREFRONT
MULLION.
400-501 S/A DOOR JAMB
400-110 STEEL REINFORCING
190 DOOR STILE
F.W.
D.S.
D.O.D.L.O.
D.L.O.
1 3/4"
2 1/8"
3/32"
400-001 JAMB
450-126 FILLER 3" LONG
O.D.
F.W.
D.L.O.
T Y
P
IC
A L
1 3/4"
1/4"
450-126 FILLER 3" LONG
400-001 HEAD
AT PERIMETER
FASTENERS
D .L
.O
F .H
O .D
4" TYPICAL
/4
/4
400-026 HIGH SIDELITE BASE
400-004 GLASS STOP
450-109 SILL BASE CLIP
O .D
F .H
D .L
.O
4" TYPICAL
R E
F E
R T
O E
L E
V A
T
IO
N
/4
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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 STAMPCONSULTANT
321 4 5 6 7 8 9 10
129 South St, 2nd floor Boston, MA 02210
T: 617.772.0260 F: 617.772.0261 www.e4harchitecture.com
FINAL FOR
CONSTRUCTION
FULLY SPRINKLERED
STRUCTURAL MEP / FP
Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451
T: 781.907.9000 sgh.com
BR+A
10 Guest Street, 4th FLR Boston, MA 02135
T: 617.254.0016 brplusa.com
CIVIL
Meridian Associates, Inc.
500 Cummings Center, Suite 5950 Beverly, MA 01915
T: 978.299.0447 meridianassoc.com
B
IM
/V
A M
C M a n c h e s te r S p e c ia lt y C lin ic
/V A
M C
M
A N
C H
E S
T E
R S
P E
C C
L
IN
IC
R
.r v t
/1 /2
:5
:2
A M
A2-2.3
STOREFRONT SCHEDULE AND
DETAILS
DESIGN SPECIALTY
CARE BUILDING
718 Smyth Rd, Manchester, NH 03104
608-315
12/20/2023
1/2" = 1'-0"
STOREFRONT WALL TYPES
6" = 1'-0"
DOOR JAMB W/ SIDELITE - PLAN
6" = 1'-0"
S.F. JAMB - PLAN
6" = 1'-0"
S.F. HEADER - SECTION
6" = 1'-0"
S.F. SILL - SECTION
Revisions: Date:
CONSTUCT SPECIALTY
CARE BUILDING
A
Roof Deck 14' - 0"
1'
3/
8"
A3-2.1
A3-2.1
A3-2.1
EXTERIOR WALL
- 4" BRICK VENEER
- ADJ BRICK ANCHOR TIES
- 4" MINERAL WOOL
- AIR/VAPOR BARRIER (AVB)
- 1/2" EXTERIOR SHEATHING
- 6" CFMF
- 5/8" GWB
BRICK JAMB RETURN BEYOND
PRECAST BAND
ROLLER SHADE
1"…
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