S06 - Atch 2 - Q60 Response Select Drawings from Existing Building Construction.pdf

DN

DN

CR

CR

P

P

P

P

P P

P

P

P

PS

P P

P

CR

C R

P

AS200

AS200

AS200

D1

C

C

SW�111

PC EXAM 2

104 SF

SW�113

PC EXAM 3

103 SF

SW�115

TEAMLET 1

210 SF

SW�117

PC EXAM 4

103 SF

SW�119

PC EXAM 5

104 SF

SW�121

PC EXAM 6

103 SF

SW�123

TEAMLET 2

210 SF

SW�126

TEAMLET 3

216 SF

SW�127

PC EXAM 12

104 SF

SW�110

CENTRAL

TRIAGE 1

103 SF

SW�112

CENTRAL

TRIAGE 2

103 SF

SW�118

PC EXAM 7

100 SF

SW�120

PC EXAM 8

101 SF

SW�122

PC EXAM 9

99 SF

SW�129

MH EXAM 3

99 SF

SW�131

MH EXAM 2

101 SF

SW�133

MH EXAM 1

100 SF

SW�132

OMNI CELL

53 SF

SW�145

MH EXAM 8

99 SF

SW�143

MH EXAM 7

101 SF

SW�141

MH EXAM 6

100 SF

SW�140

MH EXAM 9

100 SF

SW�142

MH EXAM 10

101 SF

SW�144

MH EXAM 11

100 SF

SW�147

MH EXAM 14

99 SF

SW�149

MH EXAM 13

101 SF

SW�151

MH EXAM 12

100 SF

SW�152

MH EXAM 16

100 SF

SW�150

MH EXAM 17

101 SF

SW�148

MH EXAM 18

99 SF

SW�146

GROUP ROOM

273 SF

SW�153

MH EXAM 15

101 SF

SW�104

WOMEN

199 SF

SW�105

MEN

245 SF

SW�154

PT TOILET

61 SF

SW�155

STAFF TOILET

44 SF

SW�107

REGISTRATION

509 SF

SW�106

WAITING

2015 SF

SW�100

LOBBY

693 SF

SW�101

IT

47 SF

SW�138

PT TOILET

61 SF

NW�104

WAITING RM

NW�103

CORRIDOR

NW�116

EXAM NO. 1

NW�118

EXAM NO. 2

NW�111

STOR.

VESTIBULE

103A

CORRIDOR

FEMALE

OFFICE

OFFICE

W � 121

FOYER

W � 157

CORRIDOR

W � 120

PHARMACY

WAITING ROOM

W � 110

PHARMACY

WAITING AREA

LOBBY

SWCR�2

CORR

692 SF

S W

�1

R O

O F

A C

C E

S S

S

F

54321.3

AA

BB

CC

DD

E

A.2

R

F1

AS200

F1

AS200

F .O

.M

/2

F.O.M

1'�6 3/4"

A.5

SW�130

MH EXAM 4

101 SF

SW�128

MH EXAM 5

100 SF

/2

/4

8'�7 1/2" 21'�0" 29'�5 5/8" 29'�5 5/8" 29'�5 5/8" 12'�4" 10'�5 1/4"

D

108A

108C

B

C

118 132

C R

�2

SW�108

VESTIBULE

181 SF

SW�109

PC EXAM 1

104 SF

T.O LANDING

UP

DN

468' � 4 1/2"

EXIST. BLDG 1 SLAB VIF

468' � 4 1/2"

468' � 4 1/2"

EXIST. BLDG 1 F.F. VIF

EXIST. BLDG 18 SLAB VIF

SWCR�1

CORR

437 SF

SWCR�5

CORR

641 SF

SWCR�3

CORR

176 SF

SWCR�6

CORR

176 SF

SWCR�7

CORR

176 SF

B

SWCR�4

CORR

111 SF

468' � 4 1/2"

T.O. SLAB

468' � 4 1/2"

T.O. SLAB

468' � 4 1/2"

T.O SLAB

T O

F .O

F U

R T

H E

S T

P R

O J E

C T

IO

N

O F

E X

IS

T

B L D

G

EXISTING BLDG 1EXISTING BLDG 18

/4

" ALIGN

6'�10 1/2" 6 1/2"

F .O

.M

/4

SW�124

PC EXAM 10

104 SF

SW�125

PC EXAM 11

103 SF

SW�100A

VESTIBULE

195 SF

SW�103

EMER. ELEC.

23 SF

SW�102

ELEC.

23 SF

SW�156

KITCHENETTE

45 SF

468' � 4 1/2"

MAX

35'�0"

AS500

E3

AS500

F3

AS500

B1

AS400

F1

AS400

D1

AS400

D1

AS401

F5

AS401

F4

R

F

F

A

AS500

C4

LINE OF SIDEWALK

SEE CIVIL DWGS

LINE OF CANOPY ABOVE

SEE AS101

TYP.

468' � 4 1/2"

T.O SLAB

CLEAR

8'�0"CLEAR

8'�0"

C L E

A R

136A

SW�136

COPIER/MAILROOM

128 SF

AS500

B3

AS500

E1

C.9

C.5

B.9

B.2

A.9

A.1

A.8

B.1

B.8

C.4

D.1

E.1

F

G

6.86.66.46.2

A.4

A.45

A.65

A.95

A.96

5.95.5

5.7

EQ. EQ.

8'�8" 7'�6 1/2" 5'�11 1/4" 13'�2 1/2" 14'�4" 14'�4 1/2" 14'�4 1/2" 10'�8 1/2"

R 124'�2"

SW�106A

CHILD PLAY

AREA

63 SF

/4

/4

/4

/2

/4

/4

FD

FD

100A

B

G

SWCR�8

CORR

95 SF

SEE AS200 SERIES FOR EXTERIOR WINDOW INFORMATION

AND LOCATION

PATCH TO

MATCH

EXISTING

F.O.M

1'�1 1/2"

AS500

D1

/4

A L

IG

N

ALIGN

TYP

AS500

B4

AS500

B1

AS500

B3

O.H.O.H.

KIOSK

F.O.M

1'�6 1/2"

UP

465' � 0"

B.O RAMP

466' � 8"

T.O. LANDING

SLOPE TO

DRAIN

AS500

C3

/4

AS500

E1

AA

SEATWALL

SEE E4�F4/AS500

BOLLARDS

SEE CIVIL DWGS

5.8

F.O.M

1'�1 1/2"

.5

.5

.5

.5

.5

.5

.5

.5

AS400

F3

AS400

F4

F

3'�11 3/4"

140'�9 5/8"

.0

R1 R1 R1

C L R

C L R

C L R

C L R

C L R

AS201 C

AS201A

C

A

AS201

A3

C3

AS201

D1

.4

9 3/4"

EQ EQ 9'�1"

/2

E Q

E Q

/4

E Q

E Q

E Q

1'�3"

TO F.O.

FURTHEST PROJECTION

OF EXIST.

BLDG. 18

EXIST. BLDG 1 SLAB. VIF

468' � 4 1/2"

468' � 4 1/2"

T.O. SLAB

6.9

A7

A

R

R

R1 R1

R2

R

AS601

A3

AS601

A3 SIM.

AS201 A

106A

AS500

F1 SIM

100C

6'�1" 5'�7 1/2" 7'�6 3/4" 1'�1" 7'�7 3/4" 6'�0" CLR 3 3/4" 5 3/4"

/4

5'�3 1/2"

A1

6'�5 1/4"

F .O

.W

/2

ALIGN F

.O

.W

/4

F .O

.W

F.O.W

1'�1 1/2"

5'�0 1/2"

A L

IG

N

ALIGN

ALIGN ALIGN ALIGN

6'�0" CLR 11'�8 1/2"

EQ EQ

6'�0" CLR 11'�8 1/4" 5'�9 3/4"

2 1/2"

6'�0" CLR 11'�8 1/2"

EQ EQ

6'�0" CLR 11'�8 1/4"

EQ EQ ALIGN ALIGN ALIGN

C L R

A L

IG

N

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

/4

ALIGN ALIGN ALIGN ALIGN

A L

IG

N

ALIGN

7'�6 3/4" 1'�11 1/2"

3'�0" 5'�10"

5'�8 1/4"

ALIGN

/4

/2

ALIGN

11'�8 1/4" 1'�3 1/4"

11'�0 1/2"

A L

IG

N

ALIGN

/2

/4

WORKING POINT

FROM BLDG 1

WORKING POINT

FROM BLDG 18

1/4"

SW�159

SOILED

71 SF

SW�158

CLEAN

SUPPLY/LINEN

60 SF

SW�160

PT TOILET

67 SF

SW�161

STAFF TOILET

61 SF

158 159

SW�135

HSKP

39 SF

CR

1'�8 1/2"

SW�162

EQUIP.

STORAGE

81 SF

A L

IG

N

1. ALL WALLS ARE TYPE A1 U.O.N

2. ALL COLUMN ENCLOSURES ARE TYPE R1 U.O.N

3. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS

U.O.N

4. SEE AS400 FOR LARGE SCALE PLANS, REFER TO

AI800 FOR INTERIOR ELEV. KEYS

5. SEE AI800 SERIES FOR FURNITURE AND EQUIPMENT

LAYOUTS.

GENERAL SHEET NOTES

PLAN SYMBOLS

EXPANSION JOINT

DOOR ACTIVATION PUSH PLATE

CARD READER

CARD READER MOUNTED ON

PEDESTAL SEE F4/AS501

FLOOR DRAIN SEE PLUMBING DWGS

GRID SET OUT POINT

P

FD

CR

CR

1/8" = 1'�0" E1

FIRST FLOOR � PLAN

KEY PLAN

TRUE

NORTH

PROJECT

NORTH

BLDG 1

BLDG 18

BLDG 5

MENTAL

HEALTH

ADDITION

o n e �e ig h th 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 th re e �e ig h th 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 �q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e �h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Office of Construction and Facilities Management

7 8 9

STRUCTURAL ENGINEER:

Souza True & Partners 653 Mount Auburn Street Watertown, MA 02472

CIVIL ENGINEER:

CDW Consultants, Inc.

40 Speen Street Framingham, MA 01701

GEOTECHNICAL ENGINEER:

Nobis Engineering, Inc.

18 Chenell Drive Concord, NH 03302

LANDSCAPE ARCHITECT:

Shadley Associates, PC 1730 Massachusetts Avenue Lexington, MA 02420

MECHANICAL/ELECTRICAL/

PLUMBING/FIRE PROTECTION:

Thompson Consultants, Inc.

525 Mill Street Marion, MA 02738

Drawing Title

PROJECT TEAM ARCHITECT

Approved : Project Engineer

Project Title

Location

Date Checked Drawn

Drawing Number

Building Number

Project Number

Julie Sturgis, Project Engineer

FULLY SPRINKLERED

C :\r vt \1

4@ V

M A

N M ai n_ ch or w itz

.r vt

7/

/2

4:

:2

P

M

718 Smyth Road, Manchester, NH 03104

HDR| Architecture, Inc.

695 Atlantic Ave | Boston, MA 02111

AS100

MO

608@313

06/29/12 TR

FIRST FLOOR PLAN

VA MEDICAL CENTER, MANCHESTER

MENTAL HEALTH ADDITION AND

IMPROVEMENTS

TBD

100% CONSTRUCTION DOCUMENTS SUBMISSION

NO REVISIONS DATE

FIRST FLOOR

468' 4 1/2"

ROOF T.O.S.

481' 3 1/2"

ABCDE

F1

AS300

A.5

EXISTING SECOND

FLOOR

480' 10 1/2"

EXISTING FIRST

FLOOR

468' 4 1/2"

CMU TYPE 1

CMU TYPE 2

EXPANSION JOINT

SINGLE SLOPE

STANDING SEAM

MONOLITHIC POLYCARBONATE

PANEL SYSTEM

F2

AS300

E1

AS301

C.9 C.5 B.9 B.2 A.9 A.4A.45A.65A.95A.96

E2

AS301

EQ EQ

1' 6" 1' 6" 1' 6"

EQ EQ EQ EQ

1' 6" 1' 6"

EQ EQ EQ EQ

AA

G2 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1G2 G2

PRECAST SILL

EXISTING

BLDG.1

LINE OF STRUCTURE BELOW

SEE STRUCTURAL DWGS

LINE OF BLDG. 1 BASEMENT

VIF

LINE OF RAMP BEYOND

OVERFLOR DRAIN SPILL

SEE PLUMBING

METAL COPING

CORRUGATED METAL

LINE OF STRUCTURE BELOW

SEE STRUCTURAL DWGS

CORRUGATED METAL

W

IN

D O

W

T .O

W

IN

D O

W

B .O

ALUMINUM WINDOW

SYSTEM

FIRST FLOOR

468' 4 1/2"

ROOF T.O.S.

481' 3 1/2"

54321

EXISTING SECOND

FLOOR

480' 10 1/2"

EXISTING FIRST

FLOOR

468' 4 1/2"

PRECAST SILL

CMU TYPE 2

SINGLE SLOPE

STANDING SEAM

MONOLITHIC POLYCARBONATE

PANEL SYSTEM

6.46.265.7

CMU TYPE 1

CMU TYPE 2

CMU TYPE 1

EXTERIOR SECURITY CAMERA.

CONFIRM LOCATION & MOUNTING

HEIGHT W/ VA POLICE

AIR HANDLING UNIT

AHU ACCESS STAIRS

ROOF HATCH

CONDENSER

1' 6"

EQEQEQEQ

1' 6"1' 6"

EQEQEQEQ

1' 6" 1' 6"1' 6"

EQEQEQ EQEQEQEQ

1' 6"1' 6"

6' 6 1/4"

5.8

G2 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1

G1 G1 G1 G1 G1 G1 G1 G1 G1 G1

G2 G2

29' 7 1/2"

CONTROL JOINT

EQ EQ

CONTROL JOINT

10' 1"

EXTERIOR LIGHT

CMU TYPE 1

W

IN

D O

W

T .O

W

IN

D O

W

B .O

W

IN

D

O W

B .O

LINE OF STRUCTURE BELOW

SEE STRUCTURAL DWGS

W

IN

D O

W

T .O

W

IN

D O

W

B .O

E3

AS301

CORRUGATED METAL

ALUMINUM WINDOW

SYSTEM

ALIGN B.O. MULLION

W/ BOTTOM OF ADJACENT WINDOW

PRECAST SILL

PRECAST SILL

METAL COPING

FIRST FLOOR

468' 4 1/2"

ROOF T.O.S.

481' 3 1/2"

B C D E

EXISTING SECOND

FLOOR

480' 10 1/2"

EXISTING FIRST

FLOOR

468' 4 1/2"

PRECAST SILL

EXPANSION JOINT

F1

AS300

Sim

CMU TYPE 2

CMU TYPE 1

CMU TYPE 2

CMU TYPE 1

1' 6" 1' 6"

EQ EQ EQ EQ

1' 6" 1' 6"

EQ EQ EQ EQ EQ EQ

1' 6" 1' 6"

EQ EQ EQ

1' 6"

G1 G1 G2 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1G2 G2 G2

EXISTING BLDG. 18

LINE OF STRUCTURE BELOW

SEE STRUCTURE DWGS

CONTROL JOINT CONTROL JOINT

8' 9" 19' 5"

ALUMINUM WINDOW SYSTEM

CORRUGATED METAL PANEL

W

IN

D O

W

T .O

W

IN

D O

W

B .O

LINE OF BLDG 18

FOUNDATION VIF

METAL COPING

FIRST FLOOR

468' 4 1/2"

ROOF T.O.S.

481' 3 1/2"

54321.31

PC EXAM 5

SW

CORR

SWCR

PC EXAM 8

SW

MH EXAM 2

SW

CORR

SWCR

MH EXAM 4

SW

MH EXAM 7

SW

CORR

SWCR

MH EXAM 10

SW

MH EXAM 13

SW

CORR

SWCR

MH EXAM 17

SW

GROUP ROOM

SW

LANDING

465' 0"

65.7

/2

LEGEND:

G1 GLASS TYPE 1

LOW

E HEAT STRENGTHENED GLASS

G2 GLASS TYPE 2

SPANDREL PANEL

G3 GLASS TYPE 3

LAMINATED CLEAR GLAZING

* ALL GLASS TO MEET BLAST REQUIREMENTS

o n e e ig h th 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 th re e e ig h th 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 q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Office of Construction and Facilities Management

7 8 9

STRUCTURAL ENGINEER:

Souza True & Partners 653 Mount Auburn Street Watertown, MA 02472

CIVIL ENGINEER:

CDW Consultants, Inc.

40 Speen Street Framingham, MA 01701

GEOTECHNICAL ENGINEER:

Nobis Engineering, Inc.

18 Chenell Drive Concord, NH 03302

LANDSCAPE ARCHITECT:

Shadley Associates, PC 1730 Massachusetts Avenue Lexington, MA 02420

MECHANICAL/ELECTRICAL/

PLUMBING/FIRE PROTECTION:

Thompson Consultants, Inc.

525 Mill Street Marion, MA 02738

Drawing Title

PROJECT TEAM ARCHITECT

Approved : Project Engineer

Project Title

Location

Date Checked Drawn

Drawing Number

Building Number

Project Number

Julie Sturgis, Project Engineer

FULLY SPRINKLERED

C :\r vt \1

4@ V

M A

N M ai n_ m ou zt s.

rv t

6/

/2

:1 9:

A

M

718 Smyth Road, Manchester, NH 03104

HDR| Architecture, Inc.

695 Atlantic Ave | Boston, MA 02111

AS200

MO

608@313

06/29/12 TR

EXTERIOR ELEVATIONS & SECTIONS

VA MEDICAL CENTER, MANCHESTER

MENTAL HEALTH ADDITION AND

IMPROVEMENTS

TBD

100% CONSTRUCTION DOCUMENTS SUBMISSION

1/8" = 1' 0" C1

EAST

1/8" = 1' 0" D1

SOUTH

1/8" = 1' 0" C2

WEST

1/8" = 1' 0" F1

BUILDING SECTION 1

FIRST FLOOR

468' 4 1/2"

ROOF T.O.S.

481' 3 1/2"

MORTAR NET

THRU

WALL FLASHING

WALL TYPE 1

HONED FACE CMU REINFORCED &

GROUTED SOLID (SEE STRUCT DWG)

MASONRY WALL ANCHORS

@ 16" VERTICAL MIN.

2 1/4" AIR SPACE

3" RIGID INSULATION

VAPOR BARRIER

5/8" EXTERIOR SHEATHING

8" METAL STUD @ 16" OC

WALL TYPE 2

CORRUGATED METAL

Z

CLIP

3" RIGID INSULATION

VAPOR BARRIER

5/8" EXTERIOR SHEATHING

8" METAL STUD @ 16" OC

5/8" GWB

5/8" GWB

4" METAL STUD

AS501

C1

AS501

D1

AS501

F1

AS501

B1

65.7

R O

U G

H O

P E

N

IN

G

S E

E A

S S

E R

IE

S

SUSPENDED CEILING

SEE AS150 SERIES

T .O

C

M U

RECESSED EXGTERIOR LIGHT

SEE ELECTRICAL SERIES

WALL TYPE 4:

8" HONED FACE CMU REINFORCED &

GROUTED SOLID (SEE STRUCT DWG)

WALL TYPE 3:

HONED FACE CMU

REINFORCED &

GROUTED SOLID

(SEE STRUCT DWG)

CAST IN PLACE

CONCRETE

(SEE STRUCTURAL DWG)

HONED FACE CMU

REINFORCED &

GROUTED SOLID

(SEE STRUCT DWG)

PRECAST CONCRETE SILL

PRECAST CONCRETE SILL

AS502

F5

AS501

F3

POLYCARBONATE ROOF PANELS

PURLINS

GALVANIZED TUBE STEEL

SUPPORT (TYP)

SEE STRUCT. DWGS.

CANOPY

AS502

F5 SIM

COMPRESSIBLE FILLER

FLOOR SLAB

SEE STRUCTURAL

15 MIL VAPOR

BARRIER

2" RIGID INSULATION

COMPRESSIBLE FILLER

SLAB OF ENTRANCE RAMP

SEE STRUCTURAL

FIRST FLOOR

468' 4 1/2"

ROOF T.O.S.

481' 3 1/2"

LANDING

465' 0"

AS501

B1

AS501

A3

AS501

A2

POLYCARBONATE ROOF PANELS

PURLINS

GALVANIZED TUBE STEEL SUPPORT (TYP)

SEE STRUCT. DWGS.

CANOPY

GALVANIZED TUBE STEEL SUPPORT (TYP)

SEE STRUCT. DWGS.

CANOPY

6.25.9 6

WALL TYPE 2

5.8

CONTINUOUS PIPE RAIL

SINGLE SLOPE

STANDING SEAM MONOLITHIC

POLYCARBONATE

S E

E A

S S

E R

IE

S

SUSPENDED CEILING

SEE AS150 SERIES

STOREFRONT GLAZING SYSTEM

SEE ELEVATION FOR PANEL TYPE

PURLINS

SLOPE TO DRAIN

SLOPE TO DRAIN

CARD READER & PUSH PLATE

ON PEDESTAL

CORRUGATED METAL PANEL

o n e �e ig h th 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 th re e �e ig h th 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 �q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e �h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

1 2 3 4 5 6

F

E

D

C

B

A

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Office of Construction and Facilities Management

7 8 9

STRUCTURAL ENGINEER:

Souza True & Partners 653 Mount Auburn Street Watertown, MA 02472

CIVIL ENGINEER:

CDW Consultants, Inc.

40 Speen Street Framingham, MA 01701

GEOTECHNICAL ENGINEER:

Nobis Engineering, Inc.

18 Chenell Drive Concord, NH 03302

LANDSCAPE ARCHITECT:

Shadley Associates, PC 1730 Massachusetts Avenue Lexington, MA 02420

MECHANICAL/ELECTRICAL/

PLUMBING/FIRE PROTECTION:

Thompson Consultants, Inc.

525 Mill Street Marion, MA 02738

Drawing Title

PROJECT TEAM ARCHITECT

Approved : Project Engineer

Project Title

Location

Date Checked Drawn

Drawing Number

Building Number

Project Number

Julie Sturgis, Project Engineer

FULLY SPRINKLERED

C :\r vt \1

4@ V

M A

N M ai n_ m ou zt s.

rv t

6/

/2

:1 9:

A

M

718 Smyth Road, Manchester, NH 03104

HDR| Architecture, Inc.

695 Atlantic Ave | Boston, MA 02111

AS300

MO

608@313

06/29/12 TR

WALL SECTIONS

VA MEDICAL CENTER, MANCHESTER

MENTAL HEALTH ADDITION AND

IMPROVEMENTS

TBD

100% CONSTRUCTION DOCUMENTS SUBMISSION

3/4" = 1' 0" F1

WALL SECTION @ EXTERIOR WALL

3/4" = 1' 0"

F2

WALL SECTION @ ENTRY