Bid-RFI_Attachment_3_Architectural As-Builts.pdf

UP

UP

UP

AS3.022

AS3.01

AS3.01

AS3.02

3 5 64

A

B

C

D

AS3.03

AS3.03

COVERED WALKWAY

ELEV. #2

ELEV. #1

31' � 5" 45' � 3" 32' � 10"

NURSE

SUPERVISOR

140�B

STAFF NURSE

140�C

STAFF NURSE

140�A

MAIN LOBBY

LARGE

CONFERENCE

COMPUTER

ROOM

EMPLOYEE

DEVELOPMENT

STAFF

BREAKROOM

ELECTRICAL

ROOM

JAN.

MEN'S

WOMEN'S

ELEV. MACH.

RM.

NURSE

RECRUITING

MEETING RM.

140�D

PERSONNEL

SECURITY

ROCK BED ROCK BED

P.S.S.

150�E

PERS.

SECURITY

CHIEF

150�D

EOD COORD

150�A

EOD COORD

150�B

P.S.S.

150�C

AS3.03

AS3.03

AS5.01 1

AS5.012

AS5.02 5

AS5.02

AS5.02

124B

C1�1A

100�B

C1�1C

140�A

125 140

STAIRWELL

121 140�D

140�C

140�B

150�A 150�B 150�C

150�E 150�D

122�A

OFFICE

122�A

AS4.02

STAIR #1

AS4.03

SF26

SF26

SF26

SF26

SF2 SF1 SF2 SF2

SF1

SF2

SF2

SF37

SF26 SF26

SF26

SF26 SF26

SF30

SF3

SF29

SF4

SF11

SF16

SF18

SF10

SF27

SF27

SF8

SF7 SF6 SF5

SF28

A1

A2 A2

A1

A2

A1

A1 A1

A1

C2

A2A2

A1

A1

A3

A1

A5

B2 D

B1 A1

A1

A2

A1

A1

A2

B1

B1

B3

A1

A1

A1 A1

A2A2

A1 A1

A1

C2

A1A1

AS4.05

SF26

CW1

C1�1B

124A

AS4.01

C2

C2

C2

A5

A5

C2

C2

C4

D

C4

A2

A1

FINGER PRINTING

C1

C1�1D

AS5.02

FINGER PRINTING

HALLWAY

C1�1

HALLWAY

C1�2

AS3.08

AS8.01

AS8.01

SIM

AS8.01

TYP

AS8.01

TYP

C1�1F C1�1G C1�1H

AV CLOSET

AV CLOSET

AS8.02

100A

SF20

AS8.03

AS8.04

FEC

A3

FEC

WP

A2

A1

A2A2

A5 A2

A2

18' � 8 1/4"

/2

/2

/2

/4

8' � 9" 21' � 7 1/2" 11' � 2 1/2"12' � 1" 17' � 9 3/4" 5' � 0 3/4" 17' � 6"

1' � 3"

16' � 6 3/4" 10' � 0"

5' � 0"

2' � 5 1/2" 2' � 7 1/2"

8' � 5 3/4"

2' � 3 1/2"

5' � 0"

CL

/2

2' � 4"

2' � 6"

2' � 6"

2' � 1"

/2

/2

/4

7' � 0" 7' � 0" 7' � 7"

1' � 9"

9' � 3" 4' � 10"

7" 7"

5' � 6 1/2" 21' � 2 1/2" 3' � 5" 8"

3' � 0" 2' � 6"1' � 10"

4' � 10"

AS9.12

AS9.12

AS9.12

AS9.12

AS9.12

AS9.12

6AS9.12

AS9.12

AS9.12

AS9.12

AS9.12

11AS9.12

AS9.12

5' � 0" 7' � 0 1/2"

2' � 10"

6' � 4 1/2" 9' � 2 1/2"

/2

/4

4' � 10" 9' � 5"

A

LI

G N

A

LI

G N

1' � 7" 1' � 9 1/2"

CL

/2

/2

/4

2' � 10 1/4" 3' � 10" 8' � 9 1/2" 12' � 0"

/2 " 1' � 10"

1' � 10"

AS8.05

AS8.04

3/16"

0"

3/16"0"

STORAGE

STORAGE

AS8.06

3/16" 0"

TYP

EQ

TYP

EQ

ALIGN, TYP

ALIGN, TYP

3' � 0"

3' � 0"

T Y

P

3' � 0"

ALIGN, TYP

3' � 0 3/4"

T Y

P

ALIGN FACE OF

COLUMN TO FACE OF

WALL ABOVE

AS5.02

STAIR #3

121A

AS8.03

SF22

AS4.04

ALIGN

AS5.01

AS9.03

SF13

KEYNOTESGENERAL NOTES

ROOF ACCESS LADDER

STANDPIPE RISER NICHE

ELECTRICAL CLOSET

ROOF HATCH

DOWNSPOUT

EXHAUST FAN, SMD

AIR HANDLING UNIT, SMD

BOILER, SMD

EXPANSION TANK, SMD

PUMP, SMD

211 AIR SEPARATOR, SMD

212 VENT RISER, SPD

LEGEND

ROOF DRAIN AND OVERFLOW

213 WATER HEATER, SPD

214 FALL ARREST ANCHOR, TYP

FURNITURE SHOWN FOR REFERENCE ONLY

SEE INTERIOR ELEVATIONS FOR ACCESSORIES AND

EQUIPMENT LOCATIONS

ALL DIMENSIONS ARE TO FACE OF FINISH U.O.N.

SEE AS9.03 FOR ACCESSIBILITY STANDARDS

LOCATE DOOR OPENING AS SHOWN IN DOOR DIAGRAM ON

AS7.01

SEE FINISH FLOOR PLANS AND INTERIOR ELEVATIONS FOR

EXTENT OF SPECIAL WALL FINISHES

SEE STRUCTURAL DWGS. FOR EDGE OF SLAB LOCATIONS

AND DIMENSIONS

1.

2.

3.

4.

5.

6.

7.

215 5"x5" GUTTER

216 PATH OF PVC WALK PAD

217 SPLASH PAN FEC

FIRE EXTINGUISHER CABINET

FOR WALL TYPES, SEE AS9.018.

1 HR. FIRE RATED PARTITION

2 HR. FIRE RATED PARTITION

218 CRICKET

219 MECHANICAL EQUIP. PAD, SSD

220 FLUE, SMD

221 STEEL POST, SSD

222 WOOD BENCH; SEE 9/AS9.52

Office of Construction and Facilities Management

N

DATEREV ISSUE

C o p yr ig h t

S te in b e rg

A rc h it e c ts

A ll R ig h ts

R e s e rv e d

T h e s e

P la n s a n d o r S p e c if ic a ti o n s a re in te n d e d fo r th e s o le b e n e fi t o f S te in b e rg

A rc h it e c ts c lie n t a n d m a y n o t b e u s e d re u s e d ,c o p ie d ,o r re p ro d u c e d in a n y fo rm w it h o u t th e e x p re s s w ri tt e n c o n s e n t o f S te in b e rg

A rc h it e c ts

ARCHITECT

PROJECT #:

DATE:

SCALE:

CLIENT

Steinberg Architects 98 Battery Street, Suite 300 San Francisco, CA 94111

02.09.2011 100% Schematic Design

03.16.2011 100% Design Development

05.02.2011 90% Construction Documents

05.31.2011 100% Construction Documents

08.30.2011 Amendment #7

10.24.2014 As:Built Drawings

As indicated

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

:2

:1

A

M C

R e vi t Lo ca l\

VA

C e n tr a l2

V

E kc h o i.r vt

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

AS2.01

VAPAHCS Mountain

View Center �

#640�381

LEVEL 1 PLAN

10037.00 5.31.2011

VA Palo Alto Health Care System 3801 Miranda Ave. Building 6, C360 Palo Alto, CA 94304

AS�BUILT DRAWINGS

SCALE: 1/8" = 1':0"

LEVEL 1 1

DN

DN

AS3.01

AS3.01

AS3.02

3 5 64

A

B

C

D

AS3.03

AS3.03

ELEV. #2

ELEV. #1

OPEN TO BELOW

UPPER

LOBBY

IDF/IT ROOM

ELECT. RM.

KITCHENETTE

HR SPEC.

WORKROOM

SUPR. HR

SPECIALIST

ASST. HR

OFFICER

HR

SPECIALIST

HR OFFICER

(SERVICE

CHIEF)

SMALL

MEETING

SMALL

MEETING

MED.

MEETING

LARGE

MEETING

SMALL

MEETING

ENCLOSED

FILING

WORKROOM

HR

SPECIALIST

(R.A.)

HR

SPECIALIST

(E.A.)

RN OWCP

MGR.

HR

SPECIALIST

(E.B.)

HR

SPECIALIST

(E.R.)

SUPER. HR

SPECIALIST

HR

SPECIALIST

(E.R.)

HR

SPECIALIST

(E.R.)

HR

SPECIALIST

(E.R.)

HR

SPECIALIST

(E.R.)

HR

SPECIALIST

(E.R.)

SHAFT

SHELVING

MEN'S

WOMEN'S

L E

K T

R

IE

V E

R

AS3.03

AS3.03

AS5.01 1

AS5.012

AS5.02

AS5.03

82.00°

HR

SPECIALIST

200A

205 230

222 226223 224 225

266 264 262 261

AS4.02

AS4.03

SF27

SF26

SF26

SF26

SF26

SF26

SF26SF26SF26SF26SF26

SF26 SF26 SF26 SF26

SF27

SF32

SF31

SF33

SF34

SF26

SF18

SF16

SF11CW3

SF14

A1

A1

A1

A1

A1A2

A1

B1

A1A2

A1

A1

A1

A1

A1

A3

A1

A1

A1

A1

A1

A2

A2

A1 A1 A1 A1 A1

A2

A2

A1

A1

A1

A1 A1A2 E

E

A1

A2

A1

A1B1

B1

B3C2

B3

C2

A1

200C

A1

SF21

CW2

SF23

SF23A

SF25

SF1 SF2 SF1 SF2 SF1 SF2 SF1 SF2 SF1 SF2 SF1 SF2 SF1

SF1 SF2 SF1 SF2 SF1

SF1

SF2

SF2

SF38

SF1

SF2

SF1

SF2

SF2

SF2

AS4.05

A1A1

RECRUITEMENT

PLACEMENT

C2�2B

SF26

AS5.03

AS5.033

AS4.01

A1

A1

A3

C2

C2

A5

A5

A5

A1

A1

A1

B1

A1

C2

C2

A1

POSITION

MGMT. &

CLASS.

E

VETPRO

SF26

245SF26

HALLWAY

C2�1

AS3.08

B1

B1

B1

C2�4 A

C2�4 B

SF24

AS8.04

SF35 SF36

AS8.04

AS8.05

FEC

FEC

A2

A3

FEC

AS5.034

AS8.04

A1

A2

31' � 5" 45' � 3" 32' � 10"

18' � 8 1/4"

8.00°

AS5.03

/2

/4

16' � 11 1/2" 10' � 5 1/2" 6' � 3"

4' � 2 1/2"

11' � 7 1/2" 14' � 4 1/4"

1' � 3"

16' � 9 3/4" 9' � 4 1/2"

4 1/2"

8' � 5" 9' � 5 1/4" 10" 24' � 7 1/2" 8' � 2 1/2"

AS3.022

6'�9 1/2". 5' � 0" 7' � 0" 3' � 11 1/2"4' � 10 1/2"

/2

/2

/2

/4

/2

/2

/4

/2

9"

4' � 4" 8' � 0"

/2

/2

12' � 4" 10"

9"

4' � 4" 13' � 2" 5' � 0"

ALIGN

/4

9' � 8" 9' � 8 1/2" 9' � 4" 9' � 7 3/4" 14' � 8 1/2"

4' � 0" 4' � 1" 2' � 5"4' � 0" 2' � 0"4' � 0" 2' � 0"4' � 0" 2' � 8"4' � 0"

2' � 10 1/2"

4' � 0"

3' � 1 1/2"

10' � 3" 5' � 10 3/4" 1' � 9 1/2"

ALIGN

1' � 10"

200B

/2

8' � 6"

2' � 10"

5' � 0" 14' � 0" 4' � 5" 3' � 4" 3' � 6" 5' � 0" 5" 9' � 0" 6' � 8" 1' � 9 1/2"

A5

C2

A1

3' � 1 3/4"

AS8.05

AS8.06

FILING

LOUNGE

LABOR

RELATIONS

H A

L L

W A

Y

C �6

HALLWAY

C2�3

HALLWAY

C2�4

HALLWAY

C2�2

ELECT.

CLOSET

W.H. CLOSET

JANITOR

H A

L L

W A

Y

C �5

HALLWAY

C2�7

AS8.02

AS9.50

/2

STAIRWELL

C2�1

STAIR #1

STAIR #3

121B

AS8.06

AS4.04

E

E

AS5.01

SF2

SF1

KEYNOTESGENERAL NOTES

ROOF ACCESS LADDER

STANDPIPE RISER NICHE

ELECTRICAL CLOSET

ROOF HATCH

DOWNSPOUT

EXHAUST FAN, SMD

AIR HANDLING UNIT, SMD

BOILER, SMD

EXPANSION TANK, SMD

PUMP, SMD

211 AIR SEPARATOR, SMD

212 VENT RISER, SPD

LEGEND

ROOF DRAIN AND OVERFLOW

213 WATER HEATER, SPD

214 FALL ARREST ANCHOR, TYP

FURNITURE SHOWN FOR REFERENCE ONLY

SEE INTERIOR ELEVATIONS FOR ACCESSORIES AND

EQUIPMENT LOCATIONS

ALL DIMENSIONS ARE TO FACE OF FINISH U.O.N.

SEE AS9.03 FOR ACCESSIBILITY STANDARDS

LOCATE DOOR OPENING AS SHOWN IN DOOR DIAGRAM ON

AS7.01

SEE FINISH FLOOR PLANS AND INTERIOR ELEVATIONS FOR

EXTENT OF SPECIAL WALL FINISHES

SEE STRUCTURAL DWGS. FOR EDGE OF SLAB LOCATIONS

AND DIMENSIONS

1.

2.

3.

4.

5.

6.

7.

215 5"x5" GUTTER

216 PATH OF PVC WALK PAD

217 SPLASH PAN FEC

FIRE EXTINGUISHER CABINET

FOR WALL TYPES, SEE AS9.018.

1 HR. FIRE RATED PARTITION

2 HR. FIRE RATED PARTITION

218 CRICKET

219 MECHANICAL EQUIP. PAD, SSD

220 FLUE, SMD

221 STEEL POST, SSD

222 WOOD BENCH; SEE 9/AS9.52

Office of Construction and Facilities Management

N

DATEREV ISSUE

C o p yr ig h t

S te in b e rg

A rc h it e c ts

A ll R ig h ts

R e s e rv e d

T h e s e

P la n s a n d o r S p e c if ic a ti o n s a re in te n d e d fo r th e s o le b e n e fi t o f S te in b e rg

A rc h it e c ts c lie n t a n d m a y n o t b e u s e d re u s e d ,c o p ie d ,o r re p ro d u c e d in a n y h o u t th e e x p re s s w ri tt e n c o n s e n t o f S te in b e rg

A rc h it e c ts

ARCHITECT

PROJECT #:

DATE:

SCALE:

CLIENT

Steinberg Architects 98 Battery Street, Suite 300 San Francisco, CA 94111

02.09.2011 100% Schematic Design

03.16.2011 100% Design Development

05.02.2011 90% Construction Documents

05.31.2011 100% Construction Documents

08.30.2011 Amendment #7

10.24.2014 As7Built Drawings

As indicated

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

:2

:2

A

M C

R e vi t Lo ca l\

VA

C e n tr a l2

V

E kc h o i.r vt

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

AS2.02

VAPAHCS Mountain

View Center �

#640�381

LEVEL 2 PLAN

10037.00 5.31.2011

VA Palo Alto Health Care System 3801 Miranda Ave. Building 6, C360 Palo Alto, CA 94304

AS�BUILT DRAWINGS

SCALE: 1/8" = 1'70"

LEVEL 2 1

SD

3 5 64

A

B

C

D

AS3.03

AS3.03

AS3.03

NCF

NCF

NCF

10' � 0"

10' � 0"

8' � 0"

8' � 0"

9' � 11"9' � 11"

10' � 0"

10' � 0"

10' � 0" 10' � 0"

9' � 0"

10' � 0" 10' � 0" 10' � 0"

10' � 0"

10' � 0"

10' � 0"

10' � 0"

10' � 0"

9' � 0"

9' � 0"

11' � 0"

9' � 11"

10' � 0"

10' � 0" 10' � 0"

10' � 0"

9' � 0"

9' � 0"

10' � 0"

10' � 0"

9' � 0"

10' � 0"

10' � 0"

9' � 0"

10' � 0"

EQ EQ

CL

E Q

E Q

CLCL

ALIGN

ALIGN, TYP

EQ EQ EQ EQ EQ

EQ EQ EQ

ALIGN SOFFIT REVEAL TO

ADJACENT VERTICAL WALL

REVEAL, TYP.

ALIGN SOFFIT REVEAL TO

ADJACENT VERTICAL WALL

REVEAL, TYP.

EQ EQ EQ

ALIGN

TYP

TYP

EQ EQ

CL

CL

10' � 0"

EQ EQ

CL

EQ EQ

CL

AS9.05

Sim

MAIN LOBBY

LARGE

CONFERENCE

COMPUTER

ROOM

EMPLOYEE

DEVELOPMENT

STAFF

BREAKROOM

ELECTRICAL

ROOM

JAN.

MEN'S

WOMEN'S

ELEV. MACH.

RM.

NURSE

RECRUITING

MEETING RM.

140�D

STAFF NURSE

140�A

STAFF NURSE

140�C

NURSE

SUPERVISOR

140�B

PERSONNEL

SECURITY

P.S.S.

150�E

PERS.

SECURITY

CHIEF

150�D

EOD COORD

150�A

EOD COORD

150�B

P.S.S.

150�C

STAIRWELL

OFFICE

122�A

HALLWAY

C1�2

HALLWAY

C1�1

STORAGE

STORAGE

AV CLOSET

AV CLOSET

10' � 0"

10' � 0"

AS9.06

AS9.06

AS9.06

AS9.15

TYP

AS9.05

AS9.02

TYP

CL CL CL CL CL CL CL CL CL

CL CL

CL

CLCLCL

CL

CL

KEYNOTESGENERAL NOTES

GYP. BD. CONTROL JOINT

ROOF HATCH

CEMENT PLASTER 1/4" REVEAL

AIRCRAFT CABLE LATERAL SEISMIC BRACING

LEGEND

SUSPENDED GYP. BD. CEILING; PTD P2

SUSPENDED ACOUSTICAL TILE CEILING

CEMENT PLASTER

METAL PANEL CEILING

METAL OPEN GRID CEILING

TELECOM EQUIPMENT; SEE

TELECOM DWGS

1. SEE ELECTRICAL DRAWINGS FOR FIXTURE TYPE AND SCHEDULE

2. CENTER OF ROOM IS ASSUMED WORKPOINT FOR CEILING GRID

U.O.N. CENTER GRID IN ROOM AS SHOWN FOR CORRECT LIGHTING

LAYOUT

3. SPRINKLER HEADS WHERE SHOWN ARE FOR DESIGN INTENT ONLY.

SEE FIRE PROTECTION SPECIFICATION FOR SPRINKLER HEAD

INFORMATION

4. ALL VISIBLE ELEMENTS AND SURFACES ABOVE OPEN CELL CEILING

SHALL BE PAINTED MATTE BLACK

RECESSED LINEAR

DIFFUSER; SMD

SUPPLY DIFFUSER; SMD

RETURN AIR VENT; SMD

EXIT SIGN, SED FOR TYP

AND DIRECTION

1' � 0" CEILING HEIGHT, AFF

SMOKE DETECTOR, SED

LIGHT FIXTURE; SED

SECURITY CAMERA, SEE

SECURITY DRAWINGS

SPRINKLER HEAD

WINDOW SHADE

RECESSED PROJECTION

SCREEN

Office of Construction and Facilities Management

N

DATEREV ISSUE

C o p yr ig h t

S te in b e rg

A rc h it e c ts

A ll R ig h ts

R e s e rv e d

T h e s e

P la n s a n d o r S p e c if ic a ti o n s a re in te n d e d fo r th e s o le b e n e fi t o f S te in b e rg

A rc h it e c ts c lie n t a n d m a y n o t b e u s e d re u s e d ,c o p ie d ,o r re p ro d u c e d in a n y h o u t th e e x p re s s w ri tt e n c o n s e n t o f S te in b e rg

A rc h it e c ts

ARCHITECT

PROJECT #:

DATE:

SCALE:

CLIENT

Steinberg Architects 98 Battery Street, Suite 300 San Francisco, CA 94111

02.09.2011 100% Schematic Design

03.16.2011 100% Design Development

05.02.2011 90% Construction Documents

05.31.2011 100% Construction Documents

08.30.2011 Amendment #7

10.24.2014 As=Built Drawings

As indicated

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

:2

:2

A

M C

R e vi t Lo ca l\

VA

C e n tr a l2

V

E kc h o i.r vt

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

AS6.01

VAPAHCS Mountain

View Center �

#640�381

REFLECTED CEILING PLAN =

LEVEL 1

10037.00 5.31.2011

VA Palo Alto Health Care System 3801 Miranda Ave. Building 6, C360 Palo Alto, CA 94304

AS�BUILT DRAWINGS

SCALE: 1/8" = 1'=0"

REFLECTED CEILING PLAN = LEVEL 1 1

3 5 64

A

B

C

D

AS3.03

AS3.03

AS3.03

OPEN TO ABOVE

OPEN TO ABOVE

NCF

NCF

NCF

NCF

NCF

NCF

10' � 0"

8' � 0"

8' � 0"

10' � 0" 10' � 0"10' � 0"10' � 0"

9' � 0"

10' � 0"

10' � 0"

10' � 0"

10' � 0"

10' � 0" 10' � 0"

10' � 0"

10' � 0"

10' � 0"

10' � 0"

10' � 0"

10' � 0"

10' � 0" 10' � 0"

10' � 0"

10' � 0"

10' � 0" 10' � 0" 10' � 0"10' � 0" 10' � 0"

10' � 0"

10' � 0"

9' � 0"

10' � 0"

10' � 0" 10' � 0"

9' � 0"

9' � 0"

10' � 0"

10' � 0"

10' � 3"

9' � 0"

NCF

NCF

N C

F N

C F

10' � 0"

10' � 0"

CLCL

CL CL

E Q

E Q

E Q

E Q

AS9.05

UPPER

LOBBY

IDF/IT ROOM

ELECT. RM.

KITCHENETTE

HR SPEC.

WORKROOM

SUPR. HR

SPECIALIST

ASST. HR

OFFICER

HR

SPECIALIST

HR OFFICER

(SERVICE

CHIEF)

SMALL

MEETING

SMALL

MEETING

MED.

MEETING

LARGE

MEETING

SMALL

MEETING

ENCLOSED

FILING

WORKROOM

HR

SPECIALIST

(R.A.)

HR

SPECIALIST

(E.A.)

RN OWCP

MGR.

HR

SPECIALIST

(E.B.)

HR

SPECIALIST

(E.R.)

SUPER. HR

SPECIALIST

HR

SPECIALIST

(E.R.)

HR

SPECIALIST

(E.R.)

HR

SPECIALIST

(E.R.)

HR

SPECIALIST

(E.R.)

HR

SPECIALIST

(E.R.)

MEN'S

WOMEN'S

HR

SPECIALIST

RECRUITEMENT

PLACEMENT

POSITION

MGMT. &

CLASS.

HALLWAY

C2�1

VETPRO

LABOR

RELATIONS

FILING

LOUNGE

HALLWAY

C2�3

HALLWAY

C2�7

H A

L L

W A

Y

C �6

HALLWAY

C2�4

HALLWAY

C2�2

ELECT.

CLOSET

W.H. CLOSET

JANITOR

H A

L L

W A

Y

C �5

F11

F11

F10

F10

F11

F10

E Q

E Q

AS9.06

TYP

AS9.06

AS9.06

TYP

CL CL CL

CL

CL CL

CL CL

CL

3 4

A

B

C

D

AS3.03

AS3.03

ALIGN, TYP.

T Y

P

"CL CL

T Y

P

E Q

T Y

P

E Q

A

LI

G N

A

LI

G N

CL

4' � 4 1/4" A

LI

G

N

SF39 SF40

EQ EQ

CL

AS8.06

TYP

KEYNOTESGENERAL NOTES

GYP. BD. CONTROL JOINT

ROOF HATCH

CEMENT PLASTER 1/4" REVEAL

AIRCRAFT CABLE LATERAL SEISMIC BRACING

LEGEND

SUSPENDED GYP. BD. CEILING; PTD P2

SUSPENDED ACOUSTICAL TILE CEILING

CEMENT PLASTER

METAL PANEL CEILING

METAL OPEN GRID CEILING

TELECOM EQUIPMENT; SEE

TELECOM DWGS

1. SEE ELECTRICAL DRAWINGS FOR FIXTURE TYPE AND SCHEDULE

2. CENTER OF ROOM IS ASSUMED WORKPOINT FOR CEILING GRID

U.O.N. CENTER GRID IN ROOM AS SHOWN FOR CORRECT LIGHTING

LAYOUT

3. SPRINKLER HEADS WHERE SHOWN ARE FOR DESIGN INTENT ONLY.

SEE FIRE PROTECTION SPECIFICATION FOR SPRINKLER HEAD

INFORMATION

4. ALL VISIBLE ELEMENTS AND SURFACES ABOVE OPEN CELL CEILING

SHALL BE PAINTED MATTE BLACK

RECESSED LINEAR

DIFFUSER; SMD

SUPPLY DIFFUSER; SMD

RETURN AIR VENT; SMD

EXIT SIGN, SED FOR TYP

AND DIRECTION

1' � 0" CEILING HEIGHT, AFF

SMOKE DETECTOR, SED

LIGHT FIXTURE; SED

SECURITY CAMERA, SEE

SECURITY DRAWINGS

SPRINKLER HEAD

WINDOW SHADE

RECESSED PROJECTION

SCREEN

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02.09.2011 100% Schematic Design

03.16.2011 100% Design Development

05.02.2011 90% Construction Documents

05.31.2011 100% Construction Documents

08.30.2011 Amendment #7

10.24.2014 As=Built Drawings

As indicated

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

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1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

AS6.02

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#640�381

REFLECTED CEILING PLAN =

LEVEL 2

10037.00 5.31.2011

VA Palo Alto Health Care System 3801 Miranda Ave. Building 6, C360 Palo Alto, CA 94304

AS�BUILT DRAWINGS

SCALE: 1/8" = 1'=0"

REFLECTED CEILING PLAN = LEVEL 2 1

SCALE: 1/8" = 1'=0"

REFLECTED CEILING PLAN = UPPER ROOF 2

2"

FRAME TYPES

TYPE 1

DOOR TYPES

KEYNOTES

1. CARD READER

2. MAGNETIC HOLD OPEN

3. ELECTRIFIED LOCK

4. POWER ACTUATED

5. PANIC HARDWARE

6. MAGNETIC CONTACT

ABBREVIATIONS

AL ALUMINUM

CW CURTAINWALL

FAC FACTORY FINISH

GALV GALVANIZED

GL GLASS

HI HIGH IMPACT DOORS (TRAFFIC DOORS)

HM HOLLOW METAL

MFR MANUFACTURER

PGW PAINT GRADE WOOD

PTD PAINTED

SF STOREFRONT

SS STAINLESS STEEL

ST STEEL

STN STAINED

WD WOOD

WV WOOD VENEER, WD1

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

SEE FLOOR PLANS FOR DOOR SYMBOL REFERENCES.

FINISH FLOOR TRANSITIONS OCCUR AT CENTERLINE OF

DOORS, U.O.N. SEE DETAIL SHEETS SHEET FOR TYPICAL

FLOOR TRANSITIONS.

ALL EXTERIOR DOORS TO HAVE METAL THRESHOLDS.

SEE HARDWARE SCHEDULE AND DOOR DETAILS SHEETS.

WHERE DOOR HOLD%OPEN DEVICES OCCUR AT WALLS,

PROVIDE BLOCKING PLATE PER BACKING PLATE

SCHEDULE.

ALL HOLLOW METAL DOORS AND FRAMES TO BE PTD P%9.

FOR ALL CW FRAME TYPES SEE CURTAINWALL SCEHDULE

SHEETS A7.21 THRU A7.24.

FOR ALL SF FRAME TYPES SEE STOREFRONT SCHEDULE

SHEET A7.31.

2" 2"

DOOR AS SCHED.

H

W

DOOR DIAGRAM

TYPE B

TEMPERED

GLASS

H

4"4"

WW

TYPE A

H

TEMPERED

GLASS

4" 4"

W

H

TYPE C

H

W

TYPE D TYPE E

H

W

4" U.O.N.

18" MIN. EXT.

12" MIN. INT.

24" MIN. EXT.

18" MIN. INT.

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ARCHITECT

PROJECT #:

DATE:

SCALE:

CLIENT

Steinberg Architects 98 Battery Street, Suite 300 San Francisco, CA 94111

02.09.2011 100% Schematic Design

03.16.2011 100% Design Development

05.02.2011 90% Construction Documents

05.31.2011 100% Construction Documents

08.30.2011 Amendment #7

10.24.2014 As%Built Drawings

As indicated

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

:2

:3

A

M C

R e vi t Lo ca l\

VA

C e n tr a l2

V

E kc h o i.r vt

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

AS7.01

VAPAHCS Mountain

View Center �

#640�381

DOOR SCHEDULE

10037.00 5.31.2011

VA Palo Alto Health Care System 3801 Miranda Ave. Building 6, C360 Palo Alto, CA 94304

AS�BUILT DRAWINGS

DOOR

NO. ROOM # ROOM NAME

DOOR FRAME DETAILS HARDWARE

GROUP FIRE RATING REMARKSTYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH HEAD JAMB THRESHOLD

1000B 100 MAIN LOBBY B 6' 0 0" 8' 0 0" 1 3/4" AL FAC SF FAC #7/AS9.15 #8/AS9.15 #13/AS9.03 104

100A 101 MAIN LOBBY B 6' 0 0" 8' 0 0" 2" AL FAC CW FAC #2/AS8.05 #8/AS8.05 #1/AS8.05 1

103 120 COMPUTER ROOM E 3' 0 0" 7' 0 0" 1 3/4" WD PTD HM PTD #1/AS9.13 #1/AS9.13 #11/AS9.03 112

107 128 ELECTRICAL ROOM E 3' 0 0" 7' 0 0" 1 3/4" HM PTD SF FAC #15/AS8.05 #13/AS8.05 #14/AS8.05 3

110 110 LARGE CONFERENCE E 3' 0 0" 7' 0 0" 1 3/4" WD PTD HM PTD #1/AS9.13 #1/AS9.13 #11/AS9.03 112

121A 121 STAIRWELL A 3' 0 0" 8' 0 0" 1 3/4" AL FAC SF FAC #7/AS9.15 SIM #9/AS8.03 #16/AS8.01 SIM 4

121B 121 STAIRWELL C 3' 0 0" 7' 0 0" 1 3/4" WD WV HM PTD #5/AS9.13 #5/AS9.13 #15/AS9.03 118 90 MINS

122 122 EMPLOYEE

DEVELOPMENT

C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #10/AS9.03 100

1220A 1220A OFFICE C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

124A C102 HALLWAY C 3' 0 6" 7' 0 0" 1 3/4" WD PTD HM PTD #1/AS9.13 #1/AS9.13 #11/AS9.03 108

124B C102 HALLWAY A 3' 0 0" 8' 0 0" 1 3/4" AL FAC SF FAC #7/AS9.15 SIM #8/AS9.15 SIM #16/AS8.01 SIM 2

125 125 STAFF BREAKROOM C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #10/AS9.03 100

127 127 JAN. E 3' 0 0" 7' 0 0" 1 3/4" WD PTD HM PTD #1/AS9.13 #1/AS9.13 #10/AS9.03 110

129 129 WOMEN'S C 3' 0 0" 7' 0 0" 1 3/4" WD WV HM PTD #1/AS9.13 #1/AS9.13 #14/AS9.03 109

130 130 MEN'S C 3' 0 0" 7' 0 0" 1 3/4" WD WV HM PTD #1/AS9.13 #1/AS9.13 #14/AS9.03 109

135 135 ELEV. MACH. RM. E 3' 0 0" 7' 0 0" 1 3/4" HM PTD HM PTD #16/AS8.02 #14/AS8.02 #15/AS8.02 113

140 140 NURSE RECRUITING A 3' 0 0" 7' 0 0" 1 3/4" AL FAC SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 103

1400A 1400A STAFF NURSE C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

1400B 1400B NURSE SUPERVISOR C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

1400C 1400C STAFF NURSE C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

1400D 140 NURSE RECRUITING C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 106

150 150 PERSONNEL

SECURITY

A 3' 0 0" 7' 0 0" 1 3/4" AL FAC SF FAC #7/AS9.15 #6/AS9.15 #13/AS9.03 103

1500A 1500A EOD COORD C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

1500B 1500B EOD COORD C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

1500C 1500C P.S.S. C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

1500D 1500D PERS. SECURITY

CHIEF

C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

1500E 1500E P.S.S. C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

200A 200 UPPER LOBBY A 3' 0 0" 7' 0 0" 1 3/4" AL FAC SF FAC #7/AS9.15 #8/AS9.15 #11/AS9.03 102

200B 200 UPPER LOBBY A 3' 0 0" 7' 0 0" 1 3/4" AL FAC SF FAC #7/AS9.15 #8/AS9.15 #11/AS9.03 103

200C 201 ELECT. RM. E 3' 0 0" 7' 0 0" 1 3/4" WD PTD HM PTD #1/AS9.13 #1/AS9.13 #9/AS9.03 114

205 205 SMALL MEETING A 3' 0 0" 7' 0 0" 1 3/4" AL FAC SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 103

206 206 SUPR. HR SPECIALIST C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #8/AS9.15 #11/AS9.03 105

207 207 MED. MEETING C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #8/AS9.15 #11/AS9.03 106

208 208 HR SPECIALIST C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #8/AS9.15 #11/AS9.03 105

220 220 WORKROOM A 3' 0 0" 7' 0 0" 1 3/4" AL FAC SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 103

222 222 HR OFFICER (SERVICE

CHIEF)

C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

223 223 HR SPECIALIST C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

224 224 ASST. HR OFFICER C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

225 225 SMALL MEETING C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 106

226 226 MEN'S C 3' 0 0" 7' 0 0" 1 3/4" WD WV HM PTD #1/AS9.13 #1/AS9.13 #12/AS9.03 109

227 227 WOMEN'S C 3' 0 0" 7' 0 0" 1 3/4" WD WV HM PTD #1/AS9.13 #1/AS9.13 #12/AS9.03 109

230 230 LARGE MEETING A 3' 0 0" 7' 0 0" 1 3/4" AL FAC SF FAC #7/AS9.15 #8/AS9.15 #11/AS9.03 103

235 235 SMALL MEETING A 3' 0 0" 7' 0 0" 1 3/4" AL FAC SF FAC #7/AS9.15 #8/AS9.15 #11/AS9.03 103

236 236 KITCHENETTE A 3' 0 0" 7' 0 0" 1 3/4" AL FAC SF FAC #7/AS9.15 #6/AS9.15 #10/AS9.03 103

240 237 IDF/IT ROOM C 3' 0 6" 7' 0 0" 1 3/4" WD PTD HM PTD #1/AS9.13 #1/AS9.13 #10/AS9.03 111

245 245 HR SPEC. C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #8/AS9.15 #11/AS9.03 105

251 251 WORKROOM A 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 103

252 252 RN OWCP MGR. C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

253 253 HR SPECIALIST (E.B.) C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

254 254 HR SPECIALIST (R.A.) C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

255 255 HR SPECIALIST (E.A.) C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

256 256 HR SPECIALIST (E.R.) C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

260 260 SUPER. HR

SPECIALIST

C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

261 261 HR SPECIALIST (E.R.) C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

262 262 HR SPECIALIST (E.R.) C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

263 263 ENCLOSED FILING C 3' 0 0" 7' 0 0" 1 3/4" WD WV HM PTD #1/AS9.13 #1/AS9.13 #11/AS9.03 106

264 264 HR SPECIALIST (E.R.) C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

266 266 HR SPECIALIST (E.R.) C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

267 267 HR SPECIALIST (E.R.) C 3' 0 0" 7' 0 0" 1 3/4" WD WV SF FAC #7/AS9.15 #6/AS9.15 #11/AS9.03 105

C101A C101 HALLWAY C 3' 0 0" 7' 0 0" 1 3/4" WD WV HM PTD #1/AS9.13 #1/AS9.13 #11/AS9.03 101

C101B C101 HALLWAY C 3' 0 0" 7' 0 0" 1 3/4" WD WV HM PTD #1/AS9.13 #1/AS9.13 #11/AS9.03 101

C101C C101 HALLWAY A 3' 0 0" 8' 0 0" 1 3/4" AL FAC SF FAC #7/AS9.15 SIM #8/AS9.15 SIM #16/AS8.01 SIM 2

C101D C101 HALLWAY D 6' 0 0" 7' 0 0" 1 3/4" WD PTD HM PTD #1/AS9.13 #1/AS9.13 #11/AS9.03 107

C101F C101 HALLWAY D 6' 0 0" 7' 0 0" 1 3/4" WD PTD HM PTD #1/AS9.13 #1/AS9.13 #11/AS9.03 107

C101G C101 HALLWAY D 6' 0 0" 7' 0 0" 1 3/4" WD PTD HM PTD #1/AS9.13 #1/AS9.13 #11/AS9.03 107

C101H C101 HALLWAY D 6' 0 0" 7' 0 0" 1 3/4" WD PTD HM PTD #1/AS9.13 #1/AS9.13 #11/AS9.03 107

C201 C201 HALLWAY A 3' 0 0" 7' 0 0" 1 3/4" AL FAC SF FAC #7/AS9.15 #8/AS9.15 #14/AS8.06 2

C202B C202 HALLWAY D 5' 0 8" 7' 0 0" 1 3/4" WD PTD HM PTD #1/AS9.13 #1/AS9.13 #9/AS9.03 107

C204 A C204 HALLWAY E 3' 0 0" 7' 0 0" 1 3/4" WD PTD HM PTD #1/AS9.13 #1/AS9.13 #9/AS9.03 115

C204 B C204 HALLWAY D 5' 0 8" 7' 0 0" 1 3/4" WD PTD HM PTD #1/AS9.13 #1/AS9.13 #9/AS9.03 116

2' � 0"

SEU1 TYPICAL;

SEU2 @

NORTH

ELEVATION

FACADE ONLY

IG3

TEMPERED,

OPERABLE

WINDOW W.O.,

SEE ELEV.

4' � 0"

IG3

TEMPERED

SEU1 TYPICAL;

SEU2 @

NORTH

ELEVATION

FACADE ONLY

1' � 11 1/4"

4' � 0" 4' � 0" 4' � 0" 4' � 5" 4' � 0" 2' � 0" 4' � 0" 2' � 0" 1' � 8 3/4" 3' � 0" 1' � 6"

36' � 7"

SEE

DOOR

SCHEDULE

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

TEMP. T.

TEMP. T.

4' � 4 3/4" 4' � 0" 4' � 0" 4' � 0" 4' � 0" 4' � 0" 4' � 0" 4' � 0" 1' � 10 1/4" 4' � 0" 4' � 0" 1' � 5" 4' � 0" 4' � 0"

54'�1".

SEU3

TEMP.

SEU3

TEMP.

SEU3

T.

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

SEU3

TEMP.

2' � 5"

4' � 1 1/2"

TEMP.

3' � 10"

TEMP.

4' � 4 1/4" 4' � 0" 4' � 0" 4' � 0" 4' � 0" 4' � 0" 4' � 0" 4' � 0" 4' � 0" 4' � 0" 4' � 0" 4' � 0" 4' � 4 3/4"

52' � 9"

TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP.

1' � 5 3/4"

3' � 0"

1' � 8 3/4"

3' � 0" 4' � 0" 4' � 0" 4' � 0" 4' � 0" 4' � 0" 4' � 0" 3' � 4"

36' � 6 1/2"

SEE

DOOR

SCHEDULE

T. TEMP.T. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP.

T. T.

3' � 7 1/4" 4' � 0" 4' � 0" 2' � 5" 4' � 0" 4' � 1 1/4" 4' � 0" 4' � 0" 4' � 9 1/4"

34' � 10 3/4"

TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP.

1'�10".

TEMP.

1'�10".

/2

4' � 0"

Office of Construction and Facilities Management

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A rc h it e c ts

ARCHITECT

PROJECT #:

DATE:

SCALE:

CLIENT

Steinberg Architects 98 Battery Street, Suite 300 San Francisco, CA 94111

02.09.2011 100% Schematic Design

03.16.2011 100% Design Development

05.02.2011 90% Construction Documents

05.31.2011 100% Construction Documents

08.30.2011 Amendment #7

10.24.2014 As<Built Drawings

1/4" = 1'<0"

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

:2

:4

A

M C

R e vi t Lo ca l\

VA

C e n tr a l2

V

E kc h o i.r vt

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

AS7.02

VAPAHCS Mountain

View Center �

#640�381

STOREFRONT SCHEDULE

10037.00 5.31.2011

VA Palo Alto Health Care System 3801 Miranda Ave. Building 6, C360 Palo Alto, CA 94304

AS�BUILT DRAWINGS

HEIGHT

10'�0"

WIDTH

1'�10"

GLASS TYPE

SEU2

REMARKSHEIGHT

3'�0"

WIDTH

1'�10"

GLASS TYPE

SEU2

REMARKS

SF1 HEIGHT

10'�0"

WIDTH

2'�0"

GLASS TYPE

SEE NOTES

ABOVE

REMARKSSF2 HEIGHT

10'�0"

WIDTH

4'�0"

GLASS TYPE

SEE NOTES

ABOVE

REMARKSSF3 HEIGHT

10'�0"

WIDTH

36'�7"

GLASS TYPE

SEU1 U.O.N.

REMARKS

SF4 HEIGHT

10'�0"

WIDTH

54'�1"

GLASS TYPE

SEU1 U.O.N.

REMARKSSF5 HEIGHT

10'�0"

WIDTH

4'�1 1/2"

GLASS TYPE

SEU1

REMARKSSF6 HEIGHT

10'�0"

WIDTH

3'�10"

GLASS TYPE

SEU1

REMARKS

SF7 HEIGHT

10'�0"

WIDTH

52'�9"

GLASS TYPE

SEU1

REMARKSSF8 HEIGHT

10'�0"

WIDTH

36'�6�1/2"

GLASS TYPE

SEU1

REMARKS

SF10 HEIGHT

10'�0"

WIDTH

34'�10 3/4"

GLASS TYPE

SEU2

REMARKSSF11SF12SF13

HEIGHT

8'�1 1/2"

WIDTH

4'�0"

GLASS TYPE

SEU2

REMARKS

3' � 4"

SEE

DOOR

SCHEDULE

3' � 3"3' � 5"

6' � 8"

SEE

DOOR

SCHEDULE

"TEMP.

4' � 0"

4' � 0"

2' � 7 1/2"

2' � 10"

8' � 4 3/4"

2' � 3 3/4" 2' � 8 3/4" 3' � 4 1/2"

T. TEMP. TEMP.

8' � 7 1/4"

2' � 6 1/4" 2' � 8 3/4" 3' � 4 1/2"

/4

3'�11".

5' � 0"

2" 3' � 0" 1' � 10"

4' � 0" 4' � 0"

8' � 0"

2' � 3 3/4" 2' � 0" 4' � 0" 2' � 0" 4' � 0" 2' � 0" 4' � 0" 2' � 0" 4' � 0 1/4" 2' � 0" 4' � 0" 2' � 0" 4' � 0 3/4" 1' � 11 1/4" 4' � 0" 2' � 0" 4' � 0 1/2" 1' � 11 1/2" 4' � 0" 2' � 1 1/4" 3' � 10 3/4"

62' � 4"

3' � 9 3/4" 6' � 0" 3' � 5 1/2"

13' � 3 1/4"

SEE

DOOR

SCHEDULE

"TEMP. TEMP.

2"3' � 0"3' � 6 3/4"3' � 1 3/4"3' � 2 1/4"1' � 11 1/2"

15' � 0 1/4"

SEE

DOOR

SCHEDULE

TEMP.TEMP.TEMP.TEMP.

4' � 0" 4' � 3 3/4"

8' � 3 3/4"

TEMP. TEMP.

SEE

DOOR

SCHED.7

3' � 4"

3' � 9 3/4" 4' � 0 1/4" 3' � 0"

1' � 3 1/2" 1' � 3 1/2"

3' � 0" 3' � 0 1/4" 3' � 0"

22' � 4 3/4"

SEE

DOOR

SCHED. 7

SEE

DOOR

SCHED.

TEMP. TEMP. TEMP. TEMP.T. T.

4' � 4 1/2" 3' � 0" 10 1/2"

8' � 3"

SEE

DOOR

SCHED. 7

"TEMP.

5' � 0"

TEMP.

Office of Construction and Facilities Management

DATEREV ISSUE

C o p yr ig h t

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A rc h it e c ts

A ll R ig h ts

R e s e rv e d

T h e s e

P la n s a n d o r S p e c if ic a ti o n s a re in te n d e d fo r th e s o le b e n e fi t o f S te in b e rg

A rc h it e c ts c lie n t a n d m a y n o t b e u s e d re u s e d ,c o p ie d ,o r re p ro d u c e d in a n y h o u t th e e x p re s s w ri tt e n c o n s e n t o f S te in b e rg

A rc h it e c ts

ARCHITECT

PROJECT #:

DATE:

SCALE:

CLIENT

Steinberg Architects 98 Battery Street, Suite 300 San Francisco, CA 94111

02.09.2011 100% Schematic Design

03.16.2011 100% Design Development

05.02.2011 90% Construction Documents

05.31.2011 100% Construction Documents

08.30.2011 Amendment #7

10.24.2014 As7Built Drawings

1/4" = 1'70"

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

:2

:4

A

M C

R e vi t Lo ca l\

VA

C e n tr a l2

V

E kc h o i.r vt

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

AS7.03

VAPAHCS Mountain

View Center �

#640�381

STOREFRONT SCHEDULE

10037.00 5.31.2011

VA Palo Alto Health Care System 3801 Miranda Ave. Building 6, C360 Palo Alto, CA 94304

AS�BUILT DRAWINGS

SF26SF27

SF14 HEIGHT

10'�0"

WIDTH

4'�0"

GLASS TYPE

SEU2

REMARKSSF15 HEIGHT

6'�4"

WIDTH

4'�0"

GLASS TYPE

SEU2

REMARKSSF16 HEIGHT

10'�0"

WIDTH

2'�7�1/2"

GLASS TYPE

SEU2

REMARKSSF17 HEIGHT

3'�0"

WIDTH

2'�10"

GLASS TYPE

SEU2

REMARKSSF18 HEIGHT

10'�0"

WIDTH

8'�4�3/4"

GLASS TYPE

SEU2

REMARKSSF19 HEIGHT

3'�0"

WIDTH

8'�7 1/4"

GLASS TYPE

SEU2

REMARKS

HEIGHT

7'�2"

WIDTH

3'�4"

GLASS TYPE

N/A

REMARKSSF21 HEIGHT

7'�3�1/4"

WIDTH

3'�11"

GLASS TYPE

SEU1

REMARKSSF22 HEIGHT

10'�0"

WIDTH

5'�0"

GLASS TYPE

SEU1

REMARKSSF23 HEIGHT

7'�6"

WIDTH

8'�0"

GLASS TYPE

SEU1

REMARKSHEIGHT

10'�0"

WIDTH

5'�0"

GLASS TYPE

SEU1

REMARKS

SF25 HEIGHT

7'�5"

WIDTH

62'�4"

GLASS TYPE

SEU1

REMARKSHEIGHT

9'�0"

WIDTH

3'�4"

GLASS TYPE

GL1

REMARKSHEIGHT

9'�0"

WIDTH

6'�8"

GLASS TYPE

GL1

REMARKS

SF28 HEIGHT

9'�0"

WIDTH

13'�3 1/4"

GLASS TYPE

GL1

REMARKSSF29 HEIGHT

9'�0"

WIDTH

15'�0 1/4"

GLASS TYPE

GL1

REMARKSSF30 HEIGHT

9'�0"

WIDTH

8'�3 3/4"

GLASS TYPE

GL1

REMARKS

SF20

SF31SF32 HEIGHT

9'�0"

WIDTH

22'�4 3/4"

GLASS TYPE

GL1

REMARKSHEIGHT

9'�0"

WIDTH

8'�3"

GLASS TYPE

GL1

SF24

3' � 10 1/2" 3' � 8 1/2" 3' � 0"

1' � 1 1/4" 1' � 0 3/4"

3' � 0" 3' � 7" 4' � 5"

23' � 8 3/4"

SEE

DOOR

SCHED.

SEE

DOOR

SCHED. 7

"TEMP. TEMP. TEMP. TEMP.T. T.

23' � 3 1/4"

3' � 8 3/4" 3' � 6" 3' � 6" 3' � 1 3/4" 3' � 1 3/4" 3' � 1 3/4" 3' � 1 3/4"

TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP.

23' � 3"

3' � 6 1/4"3' � 6"3' � 2 1/2"3' � 2"3' � 2"2' � 11 1/2"

TEMP. TEMP. TEMP. TEMP. TEMP. TEMP. TEMP.

3' � 8 1/4"

3' � 2" 4' � 1 3/4" 4' � 1 1/4"

11' � 5"

SEE

DOOR

SCHED.

TEMP. TEMP.

1' � 2 1/4" 3' � 0" 2' � 9 1/4" 6' � 0 1/4" 2' � 5 3/4" 3' � 0" 6 1/2"

19' � 0"

SEE

DOOR

SCHED.

SEE

DOOR

SCHED.

T. TEMP. TEMP. TEMP.

2' � 8" 3' � 1" 3' � 1" 2' � 8"

13' � 3"

/4

/4

SEE

DOOR

SCHED.

TEMP. TEMP. TEMP. TEMP. TEMP.

TEMP.

TEMP.

TEMP.

TEMP. TEMP.

G 4 G 4 G 4 G 4 G

1' � 9"

69' � 10 3/4"

1' � 10" 4' � 1" 3' � 10 3/4" 3' � 1 3/4" 4' � 0 1/4" 3' � 6 1/4" 3' � 6" 3' � 11 1/4" 3' � 0 1/4" 3' � 4" 3' � 4 1/2" 3' � 1 1/2" 3' � 1 3/4" 3' � 2 3/4" 3' � 5" 3' � 6 1/4" 3' � 9" 3' � 8" 3' � 4 1/2" 3' � 4 1/2" 1' � 7 3/4"

69' � 11 1/2"

1' � 9 1/4" 3' � 6" 3' � 5 1/4" 3' � 8 1/2" 3' � 9 1/4" 3' � 6 3/4" 3' � 5 1/4" 3' � 3 1/4" 3' � 1 3/4" 3' � 2" 3' � 4 3/4" 3' � 8 3/4" 3' � 8" 3' � 8" 3' � 7 1/4" 3' � 7 1/4" 3' � 7 1/2" 3' � 7 1/4" 3' � 7 3/4" 4' � 7 3/4"

24' � 0"

2' � 0" 4' � 0" 2' � 0" 4' � 0" 2' � 0" 4' � 0" 2' � 0" 4' � 0" 4' � 4 1/4" 4' � 4" 4' � 0" 2' � 5 1/2" 4' � 0" 4' � 0" 2' � 5 1/2" 4' � 0" 4' � 0" 4' � 0" 4' � 0" 4' � 0"

45' � 7 1/2"

2" 3' � 0" 10"

4' � 0"

SEU3

TEMP.

SEE

DOOR

SCHED.

Office of Construction and Facilities Management

DATEREV ISSUE

C o p yr ig h t

S te in b e rg

A rc h it e c ts

A ll R ig h ts

R e s e rv e d

T h e s e

P la n s a n d o r S p e c if ic a ti o n s a re in te n d e d fo r th e s o le b e n e fi t o f S te in b e rg

A rc h it e c ts c lie n t a n d m a y n o t b e u s e d re u s e d ,c o p ie d ,o r re p ro d u c e d in a n y h o u t th e e x p re s s w ri tt e n c o n s e n t o f S te in b e rg

A rc h it e c ts

ARCHITECT

PROJECT #:

DATE:

SCALE:

CLIENT

Steinberg Architects 98 Battery Street, Suite 300 San Francisco, CA 94111

02.09.2011 100% Schematic Design

03.16.2011 100% Design Development

05.02.2011 90% Construction Documents

05.31.2011 100% Construction Documents

08.30.2011 Amendment #7

10.24.2014 As

Built Drawings

1/4" = 1' 0"

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

:2

:4

A

M C

R e vi t Lo ca l\

VA

C e n tr a l2

V

E kc h o i.r vt

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

AS7.04

VAPAHCS Mountain

View Center �

#640�381

STOREFRONT AND CURTAINWALL

SCHEDULE

10037.00 5.31.2011

VA Palo Alto Health Care System 3801 Miranda Ave. Building 6, C360 Palo Alto, CA 94304

AS�BUILT DRAWINGS

HEIGHT

7'�5"

WIDTH

24'�0"

GLASS TYPE

SEU1

REMARKSHEIGHT

7'�3"

WIDTH

45'�7�1/2"

GLASS TYPE

SEU2

REMARKS

HEIGHT

9'�0"

WIDTH

19'�0"

GLASS TYPE

GL1

REMARKSSF34 HEIGHT

9'�0"

WIDTH

23'�8 3/4"

GLASS TYPE

GL1

REMARKSSF35

HEIGHT

9'�0"

WIDTH

23'�3 1/4"

GLASS TYPE

GL1

REMARKS

SF36

HEIGHT

9'�0"

WIDTH

23'�3"

GLASS TYPE

GL1

REMARKS

SF37

HEIGHT

9'�0"

WIDTH

11'�5"

GLASS TYPE

GL1

REMARKS

SF33

CW1

SF39

SF40

HEIGHT

2'�0"

WIDTH

69'�10 3/4"

GLASS TYPE

SEU1

REMARKS

HEIGHT

2'�0"

WIDTH

69'�11 1/2"

GLASS TYPE

SEU1

REMARKS

HEIGHT

31'�0"

WIDTH

13'�3"

GLASS TYPE

SEU1 U.O.N.

REMARKSCW2CW3

SF38

HEIGHT

10'�0"

WIDTH

4'�0"

GLASS TYPE

GL1 U.O.N.

UNDERSIDE OF STRUCTURE

METAL STUD AS SCHEDULED

ACOUSTICAL INSULATION AS

SCHEDULED

HEAD

PLAN

SILL

TOP OF STRUCTURE SLAB

1/4" CAULK AIRTIGHT WITH

ACOUSTICAL SEALANT

BASE RUNNER TRACK

FINISH FLOOR

2ND LAYER SHEETING, 5/8" GYP. BD.

U.O.N.

HEAD TRACK

CEILING AS SCHEDULED

ACOUSTICAL SEALANT

BASE, PER FINISH PLANS

TYPE STUD SIZE 1ST LAYER

SHEETING HT.

2ND LAYER SHEETING

/ FINISHES HT.

NOTES

A1 4" FULL HEIGHT +6" ABOVE CEILING

A2 4" +6" ABOVE CEILING +6" ABOVE CEILING

NOTES:

1. PROVIDE GLASS MAT WATER RESISTANT GYP. BD. @ TILE FINISH LOCATIONS

2. ALL FULL HEIGHT SHEETING SHALL EXTEND TO UNDERSIDE OF DECK ABOVE

A3 6" FULL HEIGHT

A4 6" +6" ABOVE CEILING

INSULATION

3 1/2" ACOUST. BATT

N/A

N/A

3 1/2" ACOUST. BATT

1ST LAYER SHEETING, 5/8" GYP. BD.

U.O.N., HEIGHT AS SCHEDULED

+6" ABOVE CEILING

+6" ABOVE CEILING

A5 4"

FULL HEIGHT

TYPE 'X' GYP. BD.

3 1/2" ACOUST. BATT

FULL HEIGHT

TYPE 'X' GYP. BD.

1 HR. FIRE RATED

I.B.C. TABLE 720.1(2) 13-1.3

CONCRETE O/ MTL. DECK, SSD

25GA. 2-1/2" C-H STUD @ 24"O.C.

HEAD

PLAN

SILL

TOP OF STRUCTURE SLAB

FIRE STOP SEALANT, 5/8" MIN.

FLUSH WITH EACH WALL SURFACE

METAL 'J' RUNNER

FINISH FLOOR, PER SCHD

METAL J-RUNNER TRACK

CEILING AS SCHEDULED

BASE, PER SCHD

BASE LAYER TYPE 'X' GWB, CONTINUOUS TO

UNDERSIDE OF STRUCTURE AS SCHEDULED

1" GYPSUM LINER PANEL, CONTINUOUS TO

UNDERSIDE OF STRUCTURE

SHAFT

INTERIOR

B1

B2

TYPE

BASE LAYER

GWB

FACE LAYER

GWB

NOTES

5/8" N/A

5/8"5/8"

ACOUSTIC

INSULATION

1" 1 HR. FIRE-RATED, UL V473

MORE THAN 2"

20GA. METAL DEFLECTOR REQ. TO

PREVENT LEDGES MORE THAN 2"

ATTACHED @ TOP ONLY

FACE LAYER TYPE 'X' GWB, CONTINUOUS TO

UNDERSIDE OF STRUCTURE AS SCHEDULED

1" 2 HR. FIRE-RATED, UL V473

ACOUSTICAL INSULATION AS SCHEDULED

B3 N/A5/8" 2-1/2" 1 HR. FIRE-RATED, UL V473

2-1/2"

2-1/2'

C-H STUD

SIZE

4"

C-H STUD AS SCHED.

UNDERSIDE OF STRUCTURE

METAL STUD AS SCHEDULED

ACOUSTICAL INSULATION AS

SCHEDULED

HEAD

PLAN

SILLTOP OF STRUCTURAL SLAB

1/4" CAULK AIRTIGHT WITH

ACOUSTICAL SEALANT

BASE RUNNER TRACK

FINISH FLOOR

HEAD TRACK

CEILING AS SCHEDULED

ACOUSTICAL SEALANT

BASE, PER FINISH SCHD

BASE LAYER GYP. BD. AS SCHEDULED

TYPE STUD SIZE BASE LAYER

5/8" GWB HEIGHT

NOTES

C1 2 1/2" +6" ABOVE CEILING

C2 4"

FULL HT

C4 6"

+ 6" ABOVE CEILING

ACOUSTICAL

INSULATION

4"

6"

2"

4"C3 4"

FULL HT

NOTE: PROVIDE GLASS MAT WATER RESISTANT GYP. BD. @ TILE FINISH LOCATIONS

UNDERSIDE OF STRUCTURE

METAL STUD AS SCHEDULED

ACOUSTICAL INSULATION AS

SCHEDULED

HEAD

PLAN

SILLTOP OF STRUCTURE SLAB

FIRE STOP SEALANT, 5/8" MIN.

FLUSH WITH EACH WALL SURFACE

BASE RUNNER TRACK

FINISH FLOOR

HEAD TRACK

CEILING AS SCHEDULED

FIRE STOP SEALANT, 5/8" MIN.

BASE, PER SCHD

FACE LAYER 5/8" TYPE 'X' GWB

BASE LAYER 5/8" GWB TYPE 'X',

CONTINUOUS TO UNDERSIDE OF

STRUCTURE

TYPE STUD SIZE BASE LAYER

GWB HEIGHT.

FACE LAYER GWB

HEIGHT

NOTES

D 4" FULL HT FULL HT

ACOUSTICAL

INSULATION

4" GA FILE NO. WP1522

Office of Construction and Facilities Management

DATEREV ISSUE

C o p yr ig h t

S te in b e rg

A rc h it e c ts

A ll R ig h ts

R e s e rv e d

T h e s e

P la n s a n d o r S p e c if ic a ti o n s a re in te n d e d fo r th e s o le b e n e fi t o f S te in b e rg

A rc h it e c ts c lie n t a n d m a y n o t b e u s e d re u s e d ,c o p ie d ,o r re p ro d u c e d in a n y h o u t th e e x p re s s w ri tt e n c o n s e n t o f S te in b e rg

A rc h it e c ts

ARCHITECT

PROJECT #:

DATE:

SCALE:

CLIENT

Steinberg Architects 98 Battery Street, Suite 300 San Francisco, CA 94111

02.09.2011 100% Schematic Design

03.16.2011 100% Design Development

05.02.2011 90% Construction Documents

05.31.2011 100% Construction Documents

08.30.2011 Amendment #7

10.24.2014 As-Built Drawings

3" = 1'-0"

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

:3

:2

A

M C

R e vi t Lo ca l\

VA

C e n tr a l2

V

E kc h o i.r vt

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

AS9.01

VAPAHCS Mountain

View Center �

#640�381

INTERIOR PARTITION TYPES

10037.00 5.31.2011

VA Palo Alto Health Care System 3801 Miranda Ave. Building 6, C360 Palo Alto, CA 94304

AS�BUILT DRAWINGS

SCALE: 3" = 1'-0"

TYPE A - SINGLE LAYER GYP WALL PARTITION 1

SCALE: 3" = 1'-0"

TYPE B - SHAFT PARTITION 2

SCALE: 3" = 1'-0"

TYPE C - FURRING PARTITION 3

SCALE: 3" = 1'-0"

TYPE D - 2HR. FIRE RATED PARTITION 4

METAL STUD AS

SCHEDULED

HEAD

PLAN

SILL

TOP OF STRUCTURE SLAB

BASE RUNNER

TRACK & ANCHOR PER

FINISH FLOOR

ONE LAYER 5/8" GWB ON EACH

SIDE, HEIGHT AS SCHEDULED

HEAD TRACK

BASE, PER SCHD

FINISH AS SCHEDULED

3/4" MDF, PAINTED TO MATCH WALL,

MATCH WIDTH TO F.O. PARTITION

FINISH

2"x2"x3/16" STL. TUBE

AT 48" O.C. OR 2’%0” MAX.

FROM END

5/8" STL. EMBED PLATE

3/

8"

TYPE STUD SIZE

1ST LAYER

5/8" GWB HEIGHT.

2ND LAYER GWB /

FINISHES HT.

NOTES

L 4" FULL HT N/A

INSULATION

3 1/2" ACOUST. BATT.

SHOT PIN 4" FROM ENDS &

1' % 6" O.C. MAX

1/2" DIA. WELDED STUD; SEE

BASE PL. DETAIL FOR SPACING

4"

AS9.02

Sim

EMBED PL.

SEE PLAN

/4

/2

2"x2"x3/16" STL. TUBE

AT 48" O.C., TYP

10"x5"x5/8" STL. EMBED

PLATE

E Q

E Q

5"

EQ EQ

1/

2"

3/16"

EMBED AT SLAB ON GRADE EMBED AT CONC. OVER MTL DECK:

PARTITION PARALLEL TO DECK FLUTES

EMBED AT CONC. OVER MTL DECK:

PARTITION PERPENDICULAR TO DECK FLUTES

DOWN FLUTE BELOW

SHOWN DASHED

EQ EQ

1'

15"x5"x5/8" STL. EMBED

PLATE

PARTITION

3/16"

3/16"

1/2" DIA. x 4 WELDED

STUD EA. SIDE, TYP.

C

LR

TO

E

D G

E

O F

TR

A

C K

M A

X

16 GA. DEEP LEG

RUNNER TRACK

ACOUSTIC INSULATION AT

ACOUSTICAL PARTITIONS W.O.

ACOUSTICAL SEALANT

W.O.

CONT. 16 GA. SHEET

MTL PLATE, SEE 8D/%

FIRST GYP BD

FASTENER

20 GA. DEEP LEG NESTED TRACK

0.145 DIA. HILTI X%DNI P.A.F. @24" O.C.

CONCRETE FILL

METAL DECK

1/16 1" @ 16" E.S.

C

LR

TO

E

D G

E

O F

TR

A

C K

M A

X

16 GA. DEEP LEG

RUNNER TRACK

ACOUSTIC INSULATION AT

ACOUSTICAL PARTITIONS W.O.

ACOUSTICAL SEALANT

W.O.

CONT. 16 GA. SHEET

MTL PLATE, SEE 8D/%

FIRST GYP BD

FASTENER 20 GA. DEEP LEG NESTED TRACK

0.145 DIA. HILTI X%DNI P.A.F. @24" O.C.

CONCRETE FILL

METAL DECK

1/16 1" @ 16" E.S.

CONC. FILLED METAL

DECK, PER SSD

MIN. 4 PCF DENSITY MINERAL

FIBER INSULATION MATERIAL, CUT

TO SHAPE OF FLUTES, 20%

LARGER THAN AREA &INSTALL

COMPRESSED

3/ 4"

M A

X

1/2"

HEAD J%TRACK

4" C%H SHAFTWALL STUD

1" GWB

1/ 2"

M

IN

ACOUSTICAL INSULATION

FIRE BARRIER FILL MATERIAL

SPRAYED/BRUSHED ON , MIN.

1/16" MIN. DRY THICKNESS

MIN. 4 PCF DENSITY

MINERAL FIBER

INSULATION

5/8" GWB

FIRE BARRIER FILL MATERIAL

SPRAYED/BRUSHED ON , MIN.

1/16" MIN. DRY THICKNESS

1/2" MIN.

CONC. FILLED METAL DECK, PER SSD

2 FLUTES WIDE BY 16 GA.

STEEL PLATE

HEAD J%TRACK

4" C%H SHAFTWALL STUD

1" GWB

ACOUSTICAL INSULATION

FIRE BARRIER FILL

MATERIAL

SPRAYED/BRUSHE

D ON , MIN. 1/16"

MIN. DRY

THICKNESS

MIN. 4 PCF DENSITY

MINERAL FIBER

INSULATION

MATERIAL

5/8" GWB

MIN. 4 PCF DENSITY MINERAL

FIBER INSULATION MATERIAL, CUT

TO SHAPE OF FLUTES, 20%

LARGER THAN AREA &INSTALL

COMPRESSED

1/2" 1/ 2"

M

IN

0.145 DIA. HILTI X%

DNI P.A.F. @24" O.C.

WALL STUD, SEE PLAN

CAULK ALL 4 SIDES

RECESSED FIRE EXTINGUISHER

CABINET WITH EXTINGUISHER

#10 SMS SCREWS

METAL BLOCKING

INTERIOR FINISHES, SEE FINISHES SCHEDULE

GYP. BOARD

NON RATED OR 60 MIN ASSEMBLY

V E

R

IF

Y P

E R

M F

R

/2

PARTITION AS SCHED.

2%1/2"H. AL. REVEAL

BASE

CONC. FLR. FINISH

FLOOR FINISH AS SCHED.

BASE RUNNER

ACOUSTICAL SEALANT

PARTITION AS SCHED.

CONC. SLAB/DECK

FLOOR FINISH AS SCHED.

BASE RUNNER

ACOUSTICAL SEALANT

A L

L O

W F

O R

F

U L

L T

IL

E

S A

B V

C

O V

E

/4

V

.I .F

7/16" AL. TILE EDGE STRIP

THIN%SET TILE AS SCHED.

THIN%SET TILE AS SCHED.

5/8" GLASS MAT WATER

RESISTENT GYPSUM

BACKER BD., CONT. TO

UNDERSIDE OF DECK

5"H. COVE TILE

THIN%SET TILE AS

SCHED. O/ CONC.

SLAB/DECK

S E

E E

L E

V

SKIM COAT

FASTENER

AL. REVEAL MOLDING

5/8" GYP. BD.

FRAMING

E Q

E Q

SEE ELEV.

RUBBER BASE

REVEAL BASE

RECESSED WALL BASE AT CORNER

JUNCTION WITH SURFACE MOUNTED BASE

Office of Construction and Facilities Management

DATEREV ISSUE

C o p yr ig h t

S te in b e rg

A rc h it e c ts

A ll R ig h ts

R e s e rv e d

T h e s e

P la n s a n d o r S p e c if ic a ti o n s a re in te n d e d fo r th e s o le b e n e fi t o f S te in b e rg

A rc h it e c ts c lie n t a n d m a y n o t b e u s e d re u s e d ,c o p ie d ,o r re p ro d u c e d in a n y h o u t th e e x p re s s w ri tt e n c o n s e n t o f S te in b e rg

A rc h it e c ts

ARCHITECT

PROJECT #:

DATE:

SCALE:

CLIENT

Steinberg Architects 98 Battery Street, Suite 300 San Francisco, CA 94111

02.09.2011 100% Schematic Design

03.16.2011 100% Design Development

05.02.2011 90% Construction Documents

05.31.2011 100% Construction Documents

08.30.2011 Amendment #7

10.24.2014 As%Built Drawings

As indicated

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

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:2

A

M C

R e vi t Lo ca l\

VA

C e n tr a l2

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E kc h o i.r vt

1776 OLD MIDDLEFIELD ROAD,

MOUNTAIN VIEW, CA 94043

AS9.02

VAPAHCS Mountain

View Center �

#640�381

INTERIOR PARTITION DETAILS

10037.00 5.31.2011

VA Palo Alto Health Care System 3801 Miranda Ave. Building 6, C360 Palo Alto, CA 94304

AS�BUILT DRAWINGS

SCALE: 3" = 1'%0"

TYPE E % PARTIAL HEIGHT PARTITION 1

SCALE: 3" = 1'%0"

LOW PARTITION EMBED PL. 5

SCALE: 3" = 1'%0"

TYP. FULL HEIGHT PARTITION PARALLEL TO MTL.

DECK FLUTES W/ CONC. FILL1 3

SCALE: 3" = 1'%0"

TYP. FULL HEIGHT PARTITION PARALLEL TO MTL.

DECK FLUTES W/ CONC. FILL 4

SCALE: 6" = 1'%0"

SHAFTWALL HEAD % PERP.TO DECK 6

SCALE: 6" = 1'%0"

SHAFTWALL HEAD % PARALLEL TO DECK 7

SCALE: 1 1/2" = 1'%0"

TYPICAL FIRE EXTINGUISHER CABINET 10

SCALE: 3" = 1'%0"

RECESSED WALL BASE 11

SCALE: 3" = 1'%0"

TYPICAL TILE COVE BASE @ RESTROOMS 12

SCALE: 12" = 1'%0"

AL. REVEAL MOLDING 16

SCALE: 1 1/2" = 1'%0"

TYPICAL BACKING DETAIL 13

SCALE: 1 1/2" = 1'%0"

TYP. PIPE/DUCT PENETRATION @ SMOKE/FIRE

PARTITION 15

NOTES:

1. 1/4 OF THE LENGTH OF THE END RUNNER

WHICHEVER IS LESS.

2. NAILS AT END OF HORIZONTAL STRUTS ARE

TO BE PLACED WITH NAILHEAD TOWARD

CENTERLINE OF SPAN OF STRUTS.

FIXED END/ATTACHED SIDE FREE END/UNATTACHED SIDE

MAIN RUNNER OR CROSS TEE

12 GA. VERT. HANGER WIRE

AT 4'�0'' O.C. EA. WAY�

FASTEN W/ MIN. 3 TIGHT

TURNS IN 1�1/2'' BOTH

ENDS OF WIRE�TYP.

SUSPENDED ACOUSTICAL

PANEL

SHADOW MOLDING,

ANCHOR TO STRUCT'L FRAMING

SLOTTED ANGLE SPACER

BAR W/ HORIZ. 6d RING

SHANK NAIL,SPACER MAY BE

SLOTTED ANGLES OR

CHANNEL W/ DIAMOND

POINTS OF SPRING STEEL

WHICH SNAP TIGHT TO

PREVENT MOVEMENT OF STRUT

VERT. WIRE

3/4"

OR NOTE 1

8" MAX

1/

2"

SLIP TRACK CLIP

1"

FASTENER TO MAIN RUNNER

WALL SURFACE

1/ 2"

3/4"

(1) 4" 20 GA. MTL. STUD,

8'�0" MAX LENGTH

HANGER WIRE

DIAGONAL BRACING

SEE DETAILS 3&4/� FOR SPACING

(2) #10 SMS, TYP.

MAIN RUNNER

ACOUSTIC TILE

CROSS TEE

E Q

E Q

3/ 4"

M

IN

2" MAX 2" MAX

PERIMETER

WALL

VERTICAL WIRE,

SEE

MAIN RUNNER

DIAGONAL

BRACING, SEE

CROSS RUNNER

(FURRING

CHANNEL)

8" MAX. OR 1/4 LENGTH OF THE END

RUNNER WHICHEVER IS LESS

V E

R T

W

IR

E

4' �0

T

Y P

3/4" CLR. MIN.

3/ 4"

C

LR

. M

IN

6'�0" MAX 12'�0" MAX 4'�0" TYP

6' �0

M

A X

'�0

M

A X

2'

T Y

P 4"

M A

X

5,6

12 GA. VERT. HANGER WIRE

STEEL CLIP

MAIN RUNNER

ACOUSTIC TILE

CROSS TEE

STEEL CLIP: 12 GA. X 3/4"

MIN. WIDE

VERTICAL HANGER WIRE: 3

TIGHT TURNS IN 1�1/2"

DIAG. WIRE: 4 TIGHT TURNS IN 1�

1/2"

SHOT�IN ANCHOR, SEE 5/�

METAL DECK W/O

CONCRETE FILL

5/

D

IA

E Y

E

5/8" MAX.

STEEL CLIP: 12 GA. X

3/4" MIN. WIDE

AT BOTH ENDS OF WIRE:

VERTICAL HANGER WIRE: 3

TIGHT TURNS IN 1�1/2"

DIAG. WIRE: 4 TIGHT TURNS

IN 1�1/2"

CONCRETE DECK

0.145" DIA. X�DNI SHOTPIN

ANCHOR W/ 1" EMBEDMENT

5/8" MAX.

5/

D

IA

E Y

E

METAL SUSPENSION SYSTEM FOR ACOUSTICAL PANEL, WOOD GRILLE & GYPSUM BOARD CEILINGS

THE FOLLOWING NOTES ARE FOR CEILING SYSTEMS WHOSE TOTAL WEIGHT, INCLUDING AIR CONDITIONING/HEATING GRILLS AND LIGHT FIXTURES, DOES NOT EXCEED FOUR (4) PSF. SUSPENDED WOOD GRILLE AND GYPSUM CEILINGS MUST ADHERE TO SYSTEM DESCRIBED IN ICC�ES EVALUATION REPORT ESR�1289. SUSPENDED ACOUSTICAL CEILING TILE

CEILINGS MUST ADHERE TO SYSTEM DESCRIBED IN ICC�ES EVALUATION REPORT ESR�1308.

1. #12 GAGE (MIN.) HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4 FT. BY 4 FT. GRID SPACING AND SHALL

BE ATTACHED TO MAIN RUNNERS.

2. PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE�FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA. END CONNECTIONS FOR RUNNERS WHICH ARE DESIGNED AND DETAILED TO RESIST THE APPLIED VERTICAL AND HORIZONTAL FORCES MAY BE USED IN LIEU OF THE #12 GAGE HANGER WIRES, SUBJECT TO

DIVISION OF THE STATE ARCHITECT (DSA) REVIEW AND APPROVAL.

3. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO TYPICAL HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB ARE TO HAVE COUNTER�SLOPING

WIRES.

4. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN TWO (2) ADJACENT WALLS. CEILING GRID MEMBERS SHALL BE AT LEAST 3/4 INCH CLEAR OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNERS SHOULD BE FREE, AND A MINIMUM OF 3/4 INCH CLEAR OF WALL.

5. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A #16 GAGE WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 12 INCHES OR LESS, THIS

INTERLOCK IS NOT REQUIRED.

6. PROVIDE BRACING ASSEMBLIES CONSISTING OF A COMPRESSION STRUT AND FOUR (4) #12 GAGE SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER (SEE FIGURE 1) AT THE FOLLOWING SPACING:

6A. FOR SCHOOL BUILDINGS, PLACE BRACING ASSEMBLIES AT A SPACING NOT MORE THAN 12 FT. BY 12 FT. ON CENTER.

6B. FOR ESSENTIAL SERVICES BUILDINGS, PLACE BRACING ASSEMBLIES NOT MORE THAN 8 FT. BY 12 FT. ON CENTER.

6C. PROVIDE BRACING ASSEMBLIES AT LOCATIONS NOT MORE THAN ONE HALF (1/2) THE SPACINGS GIVEN ABOVE, FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS. THE SLOPE OF THESE WIRES SHALL NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND SHALL BE TAUT. SPLICES IN BRACING WIRES ARE NOT

TO BE PERMITTED WITHOUT SPECIAL DSA APPROVAL.

6D. SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 144 SQUARE FEET OR LESS, AND FIRE RATED SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 96 SQUARE FEET OR LESS, SURROUNDED BY WALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE, DO NOT REQUIRE BRACING ASSEMBLIES WHEN

ATTACHED TO TWO ADJACENT WALLS.

7. FASTEN HANGER WIRES WITH NOT LESS THAN THREE (3) TIGHT TURNS. FASTEN BRACING WIRES WITH FOUR (4) TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1�1/2 INCHES. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS

POSSIBLE WITH THE DIRECTION OF THE WIRE.

NOTE: WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN WAIVE THE 1�1/2 INCH REQUIREMENT, BUT THE NUMBER OF TURNS SHOULD BE MAINTAINED, AND BE AS TIGHT AS

POSSIBLE.

8. SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX (6) INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC.

9. WHEN DRILLED�IN CONCRETE ANCHORS OR SHOT�IN ANCHORS ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 LBS. IN TENSION. WHEN DRILLED�IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES, 1 OUT OF 2 MUST BE FIELD TESTED FOR 440 LBS. IN TENSION. SHOT�IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. IF ANY SHOT�IN OR DRILLED�IN ANCHOR FAILS, SEE CBC, SECTION 1923A.3.5.

NOTE: DRILLED�IN OR SHOT�IN ANCHORS REQUIRE SPECIAL DSA APPROVAL PRIOR TO USE IN PRESTRESSED CONCRETE.

10. ATTACH ALL LIGHT FIXTURES AND CEILING MOUNTED AIR TERMINALS, TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. SCREWS OR APPROVED FASTENERS ARE REQUIRED.

11. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS, WEIGHING LESS THAN 56 LBS., MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION THEY MUST HAVE A MINIMUM OF TWO (2) #12 GAGE SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4 FT. X 4 FT. LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS WEIGHING 56 LBS. OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAUT #12 GAGE WIRES, EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE FOUR (4) TAUT #12 GAGE WIRES, INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE, MUST BE CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE

UNIT.

12. ALL FIXTURES AND AIR TERMINALS SUPPORTED ON INTERMEDIATE DUTY GRID SYSTEMS MUST BEVINDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAUT #12 GAGE WIRES EACH ATTACHED TO THE FIXTURE OR TERMINAL, AND

TO THE STRUCTURE ABOVE.

13.SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE BY A #12 GAGE WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT

FIXTURES ARE 8 FT. OR LONGER.

14. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE FIXTURE. A BRACING ASSEMBLY, PER FIGURE 1, IS REQUIRED WHERE THE PENDANT HANGER PENETRATES THE CEILING. SPECIAL DETAIL ARE REQUIRED TO ATTACH THE PENDANT HANGER TO THE BRACING ASSEMBLY TO TRANSMIT

HORIZONTAL FORCES.

TY

P

TY

P

7,8

5,6

COMPRESSION STRUT ATTACHMENTS,

SEE

12 GA. GALV. VERT. WIRE AT 4'�0" O.C.

� FASTEN W/ MIN. 3 TIGHT TURNS IN

1�1/2'' BOTH ENDS OF WIRE

12 GA. GALV. BRACING WIRE

FASTEN W/ MIN. 4 TIGHT TURNS

IN 1�1/2'' BOTH ENDS OF WIRE

MAIN RUNNER (TEE)

@ 4'�0" O.C.

CROSS RUNNER (TEE)

@ 2'�0" O.C.

2" MAX. FROM BRACING WIRES

TO CROSS RUNNERS AND

COMPRESSION STRUT

NOTE: FOR TYPICAL HANGER CLIP

ATTACHMENT, SEE

CONCRETE DECK, SSD.

HILTI X�DNI SHOT PIN W/

1" EMBEDMENT, ICC# ESR

4"x4"x12 GA. BENT PLATE

(2) #10 SMS, TYP.

COMPRESSION POST

3/ 4"

3/ 4"

M

IN

METAL DECK, W.O., SSD.

2X2 SUSPENDED CEILING GRID

EQ EQ

E Q

E Q

DEVICE OR EQUIPMENT

LOCATION IN 2X2 CEILING

PANEL

Office of Construction and Facilities Management

DATEREV ISSUE

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