ATTACH CC PART 1.pdf

LOOP ROAD

2.34

2.34

2.35

2.35

2.36

2.38

BUILDING 50

BUILDING 51

TEMPORARY

BUILDING 50

EXISTING

PARKING

EXISTING

PARKING

EXISTING

PARKING

2.46

G

SITE DEMOLITION PLAN LEGEND

EXISTING BUILDING

AREA OF DEMOLITION / RENOVATION

EXISTING CHAIN-LINK FENCE TO BE REMOVED

EXISTING CHAIN-LINK FENCE TO REMAIN

A. 63 MIL THICK ALUMINUM WITH 3M REFLECTIVE COATING, RED.

B. 6" MIN. TALL LETTERING, WHITE.

C. 2" MIN. TALL LETTERING, WHITE.

B

A

1'-6"

1' -0

1" 6"

1/

2" 2"

1/

2"

FDC

CDO NOT BLOCK

A. 63 MIL THICK ALUMINUM WITH 3M REFLECTIVE COATING, RED.

B. 6" MIN. TALL LETTERING, WHITE.

C. 3 1/2" MIN. TALL ARROW, WHITE.

B

A

1'-6"

1' -0

1" 6"

1/ 2"

1/

2" 1"

FDC

C

FIRE DEPARTMENT CONNECTION SIGN (REF G/AD-001)

FIRE DEPARTMENT CONNECTION WITH ARROW SIGN (REF H/AD-001)

SITE SIGNAGE LEGEND

G

H th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

ARCH. REG. NO. C38975

ENGR. REG. NO. M39910

EXPIRES: 05/31/2023

EXPIRES: 06/30/2024

SPUR #: 1795.07

/2

/2

:1

:0

A

M

AD-001

SITE DEMOLITION PLAN

ECO

B100

BGJ

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

N

1" = 20'-0"

SITE DEMOLITION PLAN1

KEYNOTE LEGEND

2.34 EXISTING LIGHT POLE TO REMAIN IN PLACE

2.35 EXISTING MECHANICAL YARD

2.36 REMOVE EXISTING CURBS, BROKEN PAVEMENT, AND VEGETATION IN THIS LOCATION IN PREPARATION

FOR TEMPORARY BUILDING.

2.38 EXISTING FIRE HYDRANT AND FIRE DEPARTMENT CONNECTION TO REMAIN AND BE PROTECTED

THROUGHOUT CONSTRUCTION

2.46 RELOCATE EXISTING WASTE RECEPTACLE PER ARCHITECTURAL SITE PLAN

3" = 1'-0"

SIGNAGE DETAIL - FDCG

3" = 1'-0"

SIGNAGE DETAIL - FDC ARROWH

BUILDING 50

BUILDING 51

TEMPORARY

BUILDING 50

EXISTING

PARKING

EXISTING

PARKING

EXIS

TI

NG

P

ARKIN

G

LOOP

ROAD

TEMPORARY MODULAR BUILDING

APPROX. 1,855 SQ. FT

G

2.47

2.48

2.50

2.53

2.49

2.52

2.55

2.53

2.61

2.54

2.56

2.53

2.53

2.57

2.60

2.59

2.60

2.59

2.61

SITE DEMOLITION PLAN LEGEND

EXISTING BUILDING

AREA OF DEMOLITION / RENOVATION

EXISTING CHAIN-LINK FENCE TO BE REMOVED

EXISTING CHAIN-LINK FENCE TO REMAIN

PERMANENT MODULAR BUILDING SITE PLAN; REF: 1/AS002

AREA OF WORK / BASEMENT RENOVATION

EXISTING BUILDING

SITE PLAN LEGEND

BUILDING 50

BUILDING 51

TEMPORARY

BUILDING 50

EXISTING

PARKING

EXISTING

PARKING

EXIS

TI

NG

P

ARKIN

G

LOOP

ROAD

G

2.60

2.602.57

2.59

2.59

2.53 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

ARCH. REG. NO. C38975

ENGR. REG. NO. M39910

EXPIRES: 05/31/2023

EXPIRES: 06/30/2024

SPUR #: 1795.07

/2

/2

:1

:1

A

M

AD-002

SITE DEMOLITION PLAN - TEMPORARY

MODULAR BUILDING AND SPS TRAILERS

KJW

B100

ZDL

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

N

1/16" = 1'-0"

POST SPS RENOVATION - TEMPORARY MODULAR BUILDING AND SPS TRAILER SITE PLAN - DEMOLITION1

KEYNOTE LEGEND

2.47 REMOVE TEMPORARY SPS TRAILER STORAGE UNIT

2.48 REMOVE TEMPORARY SPS TRAILER

2.49 DEMOLISH COVERED WALKWAY

2.50 REMOVE MOBILE HOT WATER GENERATOR

2.52 DEMOLISH MOTORIZED ROLLING ENTRY GATE AND REPLACE WITH FENCING

2.53 REMOVE AND RECONFIGURE TEMPORARY SITE FENCING TO RESTORE SITE TO ORIGINAL CONDITION AS

SHOWN ON DRAWING 2/AD-103

2.54 REMOVE TEMPORARY VEHICLE BARRIERS

2.55 REMOVE TEMPORARY MODULAR BUILDING AND ASSOCIATED INFRASTRUCTURE INCLUDING BUT NOT

LIMITED TO TEMPORARY UTILITY CONNECTIONS AND FOUNDATION SYSTEM

2.56 DEMOLISH TEMPORARY CONCRETE PAD

2.57 RELOCATE EXISTING WASTE RECEPTACLE TO PREVIOUS SITE LOCATION

2.59 EXISTING LIGHT POLE TO REMAIN

2.60 EXISTING SURFACE DRAIN TO REMAIN

2.61 REMOVE TEMPORARY RAMP AND STAIR SERVICING TEMPORARY TRAILER

N

1/16" = 1'-0"

POST SPS RENOVATION - TEMPORARY MODULAR BUILDING AND SPS TRAILER SITE PLAN - COMPLETE2

1. ALL EXISTING WALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED

2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL CONSTRUCTION DOCUMENTS OF THE FACILITY.

3. DEMOLITION AND CONSTRUCTION WORK MUST BE DONE UNDER NEGATIVE PRESSURE UTILIZING HEPA

FILTRATION UNITS. SEE INFECTION CONTROL NOTES PER SPECIFICATIONS.

4. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT AREA HAS BEEN

INSPECTED BY THE SAVAHCS SAFETY OFFICER AND INFECTION CONTROL COORDINATOR AND

THOROUGHLY CLEANED BY ENVIRONMENTAL MANAGEMENT SERVICES

5. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR EXISTING FLOOR, WALL AND CEILING FINISHES IN EXISTING AREAS NOT DESIGNATED FOR DEMOLITION OR NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY HIS WORK OR

ANY SUBCONTRACTOR.

6. THE CONTRACTOR SHALL VERIFY THAT NEW MECHANICAL SYSTEMS CAN BE INSTALLED IN EXISTING SPACES TO CLEAR EXISTING CEILING AND OTHER CONSTRUCTED ITEMS AND MAINTAIN FLOOR TO CEILING HEIGHTS INDICATED ON DRAWINGS. IF DISCREPANCIES OCCUR DUE TO EXISTING CONDITIONS, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING.

7. THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES OF THE PARTITION WITH THE FACE OF THE MATERIALS ON EXISTING COLUMNS, WALLS, OR PARTITIONS, UNLESS NOTED

OTHERWISE.

8. NO WORK TO BE DONE IN AREAS HATCHED GRAY IN PLANS, HOWEVER WORK MIGHT NEED TO BE PERFORMED IN CEILING OR EXISTING CHASES THROUGHOUT BUILDING. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF WORK. COORDINATE ACCESS TO ROOMS OUTSIDE OF SCOPE

WITH OWNER

9. REMOVE EXISTING ROOM SIGNAGE, PATCH AND REPAIR AS NECESSARY

GENERAL DEMOLITION NOTES

16 15 14 13

12 11

B

C

D

E

F

A

EXIST TEL

EB-TC2

EXIST ELEC

EB-EC2

EXIST STAFF LOUNGE

EB-358

EXIST HAC

EB-336

EXIST CARTLIFT

MACH RM

C-2.0

E X

IS

T

IN

G

S P

S A

S S

IS

T

A N

T C

H

IE

F

E B

-3

68EXIST STERILE SPS

CHIEF

EB-370

CLERICAL

WORKSTATION

EB-360

EXIST TEAM ROOM

EB-362

EXIST REFR WASTE

EB-410

EXIST NON FLAM GAS

EB-420

E X

IS

T

F

LA

M G

A S

E B

-4

EXIST HAZARDOUS

STORAGE

EB-440

EXIST EMPTY BARREL

HOLD

EB-450A

EXIST DISPATCH

EB-356B

EXIST CART LIFT 2

F1-269

E X

IS

T

C A

R T

L

IF

T

F 1-

EXISTING CORRIDOR

EB-C04

EXISTING CORRIDOR

EB-C03

EXISTING DOCK AREA

EXIST CONTAM

BARREL HOLD

EB-450

EXIST BIOMED ENGG

SUPPLY RM

EB-460

STAIRWAY

F1-257

AUTOMATED CART

WASHER

EB-338

DISPATCH

EB-356

EXIST MALE LOCKER

EB332

EXIST FEMALE LOCKER

EB330

EXIST ENDOSCOPE

REPROCESSING

EB318

EXIST PATIENT DONATIONS

FB130

EXIST SCRUBS AND UNIFORMS

FB140

EXIST LNG

FB120

EXIST MALE LOCKER

FB110

EXIST MALE TOILET

FB110A

EXIST FEMALE TOILET

FB100A

EXIST FEMALE LOCKER

FB100

EXIST S RCVG/DECONTAM

EB320

EXIST PREP ASSM STER

EB312

EXIST STER/NON STER STORAGE

EB300

EXIST. STER/NON STER STORAGE

EB300

2.07

2.07

2.06

2.06 2.06

2.06

2.06

2.

2.

2.

2.

2.06

2.06

2.

2.

2.07

2.07

2.02

2.02

2.02

2.02

2.08

2.02

2.02

2.07

2.07

2.072.07

2.072.07

BREAKOUT/BULK

STORAGE

EB-350

EXIST TELE CLOSET

EXIST HAC

EB-300A

3' -1

0"

2.02

2.

2.06

2.02

2.02

2.06

2.02

2.06

2.

2.

2.02

2.02

2.022.02

2.06

2.02

2.022.022.02

2.022.02

2.06

2.08

2.022.02

4" 3'-0"

2.02

2.02

2.02

2.022.02

2.02

2.02

2.02

2.05

2.05

2.022.022.02

2.032.032.032.032.032.03 2.28

2.032.03

2.02

2.03

2.28

2.032.032.032.032.032.03

2.032.032.032.03

2.03

2.022.02

2.032.032.032.032.03

2.02

2.05

2.022.022.02

2.05

2.052.052.05

2.02

2.052.05

2.02

2.02

2.02

2.022.02

2.06 2.062.06

2.022.022.022.02

2.02

2.02

2.02

2.052.052.05

2.05

2.05

2.05

2.05

2.05

2.05

2.052.052.052.05

2.052.05

2.05

2.052.052.052.05

2.05

2.052.052.05

2.05

2.052.05

2.052.05

2.052.05

2.052.052.05

2.052.052.052.052.052.052.052.052.052.05

2.05

2.05

2.05

2.052.052.052.052.05

2.052.052.052.05

2.052.05

2.02

9'-6 3/4" 7'-6 1/2" 6'-8 1/2" 11'-4 3/4"

2.37

2.02

EXISTING DOCK AREA

2.40

2.41

13.10

2.42

3' -0

3'-0"

3'- 0"

ANTEROOM

13.13 13.12

13.11

13.10

13.14

13.14

13.12

2.02

2.01

2.052.05

3'-10" 2 1/2"

2.02

2.02

2.02

2.02

AD-100

TYP

2.43

2.43

2.44 2.44 2.442.44

2.442.44

2.01

2.05

13.16

DEMOLITION PLAN LEGEND

EXISTING WALL CONSTRUCTION TO BE DEMOLISHED

IN ITS ENTIRETY

EXISTING DOOR AND FRAME TO BE

DEMOLISHED IN THEIR ENTIRETY

AREA OF NO WORK

EXISTING WALL TO REMAIN

EXISTING WINDOW AND FRAME TO BE DEMOLISHED

IN THEIR ENTIRETY

AREA OF DEMOLITION / RENOVATION

REMOVE EXISTING TILE, THICK-SET MORTAR BED, AND

ISOLATION BARRIER IN LOCATIONS MARKED.

PREP EXISTING STRUCTURAL SLAB FOR NEW TOPPING

SLAB, SEE DETAIL 2/AD-100 & STRUCTURAL

TEMPORARY 1-HOUR FIRE RATED CONSTRUCTION WALL, REF.

DETAIL 3/AD-100, PROVIDE CONTINUOUS BARRIER FROM FLOOR

TO CEILING & THROUGH INTERSTITIAL SPACE - SEAL ALL GAPS

PLASTIC SHEET ANTEROOM BARRIER - SEAL ALL GAPS

KEY PLAN

BLDG 100

N

AREA OF WORK

BASEMENT OUTLINE

REMOVE EXISTING TILE, MORTAR BED,

WIRE MESH AND ISOLATION MEMBRANE

REMOVE EXISTING EDGE TRIM

PREP STRUCTURAL SLAB FOR NEW

TOPPING SLAB, SEE STRUCTURAL

BASE

PLAN

WALL FINISH: PT1

(CORRIDOR SIDE ONLY)

4 7/8"

5/8"TYPE X 3 5/8" 5/8"TYPE X

1 LAYER 5/8" "TYPE X"

GYPSUM BOARD EACH SIDE

FINISH FLOOR

3 5/8" METAL STUD

BATT INSULATION

FIRE RATED SEALANT

AROUND PERIMETER

U TRACK - (FASTENED 24" O.C. MAX.)

HEAD

UNDERSIDE OF STRUCTURE

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

FIRE RATED SEALANT AROUND PERIMETER

DIM DIM

DEFLECTION TRACK (FASTENED 24" O.C. MAX.)

BASE - RB1 (CORRIDOR SIDE ONLY)

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

ARCH. REG. NO. C38975

ENGR. REG. NO. M39910

EXPIRES: 05/31/2023

EXPIRES: 06/30/2024

SPUR #: 1795.07

/2

/2

:1

:1

A

M

AD-100

BASEMENT DEMOLITION FLOOR PLAN

ECO

B100

BGJ

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

N

1/8" = 1'-0"

BASEMENT DEMOLITION FLOOR PLAN1

KEYNOTE LEGEND

2.01 EXISTING TO REMAIN

2.02 REMOVE EXISTING WALL CONSTRUCTION TO EXTENT INDICATED.

2.03 REMOVE EXISTING PLUMBING FIXTURE AND ASSOCIATED PLUMBING. REFERENCE PLUMBING DRAWINGS

FOR ADDITIONAL INFORMATION.

2.05 REMOVE EXISTING EQUIPMENT AND SALVAGE FOR REINSTALLATION. SALVAGED EQUIPMENT TO BE

RETURNED TO VA.

2.06 REMOVE AND RETAIN EXISTING DOOR AND FRAME. SALVAGED DOOR AND FRAME TO BE RETURNED TO VA.

2.07 REMOVE ALL ITEMS WITHIN SPACE INDICATED: INCLUDING BUT NOT LIMITED TO : FLOOR FINISH, CEILING SYSTEM, WALL MOUNTED APPURTENANCES, CASEWORK, PLUMBING FIXTURES AND ACCESSORIES. REF

MEP DEMO SHEETS FOR FURTHER INFORMATION.

2.08 REMOVE EXISTING WINDOW

2.28 REMOVE EXISTING BATHROOM PARTITION IN ITS ENTIRETY

2.37 EXISTING MILLWORK TO REMAIN

2.40 REMOVE AND RELOCATE EXISTING MEDGAS CONTROL VALVE, REF. MEP DEMO SHEETS

2.41 LOCATION OF CONSTRUCTION DUMPSTER

2.42 REMOVE EXISTING FIRE EXTINGUISHER AND CABINET. SALVAGE FOR REINSTALLATION

2.43 EXISTING FLOOR DRAIN TO REMAIN

2.44 REMOVE EXISTING FLOOR DRAIN, SEE PLUMBING DEMO PLAN

13.10 1-HOUR RATED TEMPORARY CONSTRUCTION WALL

13.11 SEAL DOORS WITH TAPE

13.12 PROVIDE 1-HOUR RATED TEMPORARY WALL FROM FLOOR TO CEILING AND AT INTERSITIAL SPACE FROM

CEILING TO UNDERSIDE OF ROOF DECK. SEAL ALL GAPS AND PENETRATIONS

13.13 WALK-OFF MATS AT WORK AREA ACCESS AND ANTEROOM ACCESS, MAT TO BE 6" WIDER THAN DOOR, TYP.

13.14 TEMPORARY SIGNAGE INDICATING EMERGENCY EXIT ONLY

13.16 TEMPORARY SIGNAGE: AUTHORIZED CONSTRUCTION PERSONNEL ONLY

1 1/2" = 1'-0"

EXISTING TILE DEMO2

1 1/2" = 1'-0"

1-HR RATED TEMP CONST BARRIER3

16 15 14 13 12 11

B

C

D

E

F

A

EXIST TEL

EB-TC2

EXIST ELEC

EB-EC2

E X

IS

T

S T

A F

F L

O U

N G

E

E B

-3

E X

IS

T

H A

C

E B

-3

EXIST CARTLIFT

MACH RM

C-2.0

EXISTING SPS

ASSISTANT CHIEF

EB-368

EXIST STERILE SPS

CHIEF

EB-370

CLERICAL

WORKSTATION

EB-360

EXIST TEAM ROOM

EB-362

EXIST REFR WASTE

EB-410

EXIST NON FLAM GAS

EB-420

EXIST FLAM GAS

EB-430

EXIST HAZARDOUS

STORAGE

EB-440

EXIST EMPTY BARREL

HOLD

EB-450A

EXIST BIOMED ENGG

SUPPLY RM

EB-460

EXIST DISPATCH

EB-356B

E X

IS

T

C A

R T

L

IF

T

F 1-

EXISTING CORRIDOR

EB-C04

EXISTING CORRIDOR

EB-C03

EXIST CONTAM

BARREL HOLD

EB-450

STAIRWAY

F1-257

2.31

2.31

2.31

2.31

2.05

2.31

2.31

2.31

2.31

2.312.31

2.31

2.31

2.31

2.31

2.31

EXIST MALE LOCKER

EB332

EXIST FEMALE LOCKER

EB330

EXIST ENDOSCOPE

REPROCESSING

EB318

EXIST PATIENT DONATIONS

FB130

EXIST SCRUBS AND UNIFORMS

FB140

EXIST LNG

FB120

EXIST MALE LOCKER

FB110

EXIST MALE TOILET

FB110A

EXIST FEMALE TOILET

FB100A

EXIST FEMALE LOCKER

FB100

EXIST S RCVG/DECONTAM

EB320

EXIST PREP ASSM STER

EB312

EXIST STER/NON STER STORAGE

EB300

EQUIPMENT

EB300B

BREAKOUT/BULK

STORAGE

EB-350

2.31

2.09

2.09

2.09

2.09

2.10

2.10

2.11

2.10

2.16

2.16 2.16

2.06

2.12

2.17 2.17

2.15

2.17

2.17

2.

2.14

2.14

2.20

2.20

2.20

2.20

2.20

2.09

2.16

2.05

2.14

2.31

2.31

RECEIVING STORAGE AND

DISPATCH AREA

EB-356

2.18

2.16

2.30

2.18

2.10

2.25

2.10 2.30

2.16 2.31

2.10

2.19

2.16

2.10

2.16

2.30

2.31

2.30

2.102.18

2.18

2.10

2.16

2.31

2.10

2.16 2.18

2.182.30

2.18

2.14

2.312.31

2.11

2.18

2.15 2.16

2.14

2.31

2.12

2.312.31

2.30

2.18

2.18

2.16 2.31

2.18

2.11

2.12

2.16

2.17

2.14

2.10

2.10

2.31

2.12

2.16

2.14

2.11

2.31

2.10

2.10 2.10

2.31

2.10

2.09

2.16

2.31

2.

2.

2.

2.10

2.16

2.30

2.31

2.10

2.30

2.16

2.10

2.16

2.09

2.10

2.16

2.31

2.10

2.09

2.16

2.18

2.10

2.18

2.30

2.13

2.13

2.13

2.13

2.18 2.16

2.18

2.16

2.

1. ALL EXISTING WALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED

2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL CONSTRUCTION DOCUMENTS OF THE FACILITY.

3. DEMOLITION AND CONSTRUCTION WORK MUST BE DONE UNDER NEGATIVE PRESSURE UTILIZING HEPA

FILTRATION UNITS. SEE INFECTION CONTROL NOTES PER SPECIFICATIONS.

4. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT AREA HAS BEEN

INSPECTED BY THE SAVAHCS SAFETY OFFICER AND INFECTION CONTROL COORDINATOR AND

THOROUGHLY CLEANED BY ENVIRONMENTAL MANAGEMENT SERVICES

5. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR EXISTING FLOOR, WALL AND CEILING FINISHES IN EXISTING AREAS NOT DESIGNATED FOR DEMOLITION OR NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY HIS WORK OR

ANY SUBCONTRACTOR.

6. THE CONTRACTOR SHALL VERIFY THAT NEW MECHANICAL SYSTEMS CAN BE INSTALLED IN EXISTING SPACES TO CLEAR EXISTING CEILING AND OTHER CONSTRUCTED ITEMS AND MAINTAIN FLOOR TO CEILING HEIGHTS INDICATED ON DRAWINGS. IF DISCREPANCIES OCCUR DUE TO EXISTING CONDITIONS, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING.

7. THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES OF THE PARTITION WITH THE FACE OF THE MATERIALS ON EXISTING COLUMNS, WALLS, OR PARTITIONS, UNLESS NOTED

OTHERWISE.

8. NO WORK TO BE DONE IN AREAS HATCHED GRAY IN PLANS, HOWEVER WORK MIGHT NEED TO BE PERFORMED IN CEILING OR EXISTING CHASES THROUGHOUT BUILDING. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF WORK. COORDINATE ACCESS TO ROOMS OUTSIDE OF SCOPE

WITH OWNER

9. REMOVE EXISTING ROOM SIGNAGE, PATCH AND REPAIR AS NECESSARY

GENERAL DEMOLITION NOTES

EXISTING CONSTRUCTION TO BE DEMOLISHED

AREA OF NO WORK

EXISTING WALLS TO REMAIN

DEMOLITION CEILING PLAN SYMBOLS LEGEND

GYPSUM BOARD CEILINGS TO BE DEMOLISHED

2X4 ACOUSTICAL CEILING TILE TO BE DEMOLISHED

NOTE: REFER TO DEMOLITION FLOOR PLAN FOR DEMO OF WALLS, WINDOWS, AND DOORS.

2X4 LIGHT FIXTURE TO BE DEMOLISHED

1X4 LIGHT FIXTURE TO BE DEMOLISHED

2X2 LIGHT FIXTURE TO BE DEMOLISHED

2X2 SUPPLY TERMINAL TO BE DEMOLISHED

2X2 RETURN TERMINAL TO BE DEMOLISHED

6" CAN LIGHT FIXTURE TO BE DEMOLISHED

FIRE SPRINKLER HEAD

EMERGENCY EXIT LIGHT FIXTURE TO BE DEMOLISHED

SUSPENDED LIGHT FIXTURE TO BE DEMOLISHED

KEY PLAN

BLDG 100

N

AREA OF WORK

BASEMENT OUTLINE

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

ARCH. REG. NO. C38975

ENGR. REG. NO. M39910

EXPIRES: 05/31/2023

EXPIRES: 06/30/2024

SPUR #: 1795.07

/2

/2

:1

:1

A

M

AD-101

BASEMENT DEMOLITION RELECTED

CEILING PLAN

ZDL

B100

BGJ

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

N

1/8" = 1'-0"

BASEMENT DEMOLITION REFLECTED CEILING PLAN1

KEYNOTE LEGEND

2.05 REMOVE EXISTING EQUIPMENT AND SALVAGE FOR REINSTALLATION. SALVAGED EQUIPMENT TO BE

RETURNED TO VA.

2.06 REMOVE AND RETAIN EXISTING DOOR AND FRAME. SALVAGED DOOR AND FRAME TO BE RETURNED TO

VA.

2.09 EXISTING FIRE SPRINKLER TO REMAIN

2.10 REMOVE EXISTING 2X4 LIGHT FIXTURE

2.11 REMOVE EXISTING 2X2 LIGHT FIXTURE

2.12 REMOVE EXISTING 1X4 LIGHT FIXTURE

2.13 REMOVE EXISTING PENDANT LIGHT FIXTURE

2.14 REMOVE EXISTING CAN LIGHT FIXTURE

2.15 REMOVE EXISTING 1X1 SUPPLY

2.16 REMOVE EXISTING 2X2 SUPPLY

2.17 REMOVE EXISTING 1X1 RETURN

2.18 REMOVE EXISTING 2X2 RETURN

2.19 REMOVE EXISTING 1X2 RETURN

2.20 REMOVE EXISTING EXIT SIGN

2.25 REMOVE EXISTING FLOORING IN ITS ENTIRETY; CLEAN & PREPARE SUB-FLOOR SURFACE FOR NEW

FLOORING PER RENOVATION PLAN.

2.30 REMOVE EXISTING FIRE SPRINKLER HEAD AND SALVAGE FOR REINSTALLATION

2.31 REMOVE EXISTING CEILING IN ITS ENTIRETY

C

D

E

F

A

2.21

2.21

2.21

2.21

2.21

2.21

2.22

2.23

2.23

26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0"

'-0

'-0

'-0

'-0

'-0

156'-0"

0'

-0

14'-2" F.V.

'-1

0" F

.V

RTU #6

RTU #7

RTU #5 RTU #4

REF. MECH.

2.45

(ABOVE)

KEY PLAN

BLDG 100

N

AREA OF WORK

BASEMENT OUTLINE

1. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE ARCHITECT IN

WRITING OF ANY DISCREPANCIES.

2. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS

AND/OR THE ORIGINAL CONSTRUCTION DOCUMENTS OF THE FACILITY.

3. CONTRACTOR TO PATCH AND REPAIR EXISTING ROOF AND MEMBRANE AS REQUIRED.

4. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING NEW OR

REMOVED EQUIPMENT.

GENERAL ROOF NOTES

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

ARCH. REG. NO. C38975

ENGR. REG. NO. M39910

EXPIRES: 05/31/2023

EXPIRES: 06/30/2024

SPUR #: 1795.07

/2

/2

:1

:2

A

M

AD-102

ROOF DEMOLITION PLAN

ZDL

B100

NRL

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

N

1/8" = 1'-0"

ENLARGED ROOF DEMOLITION PLAN OVER SPS DEPT.1

ROOF DEMOLITION PLAN KEYNOTE LEGEND

Key Value Keynote Text

2.21 EXISTING HVAC EQUIPMENT TO REMAIN

2.23 EXISTING PARAPET WALL TO REMAIN

2.45 REMOVE EXISTING CURB TO EXTENTS SHOWN, AND PREP FOR NEW CURB

INSTALLATION, REF. STRUCT.

PERMANENT MODULAR BUILDING SITE PLAN; REF: 1/AS002

AREA OF WORK / BASEMENT RENOVATION

EXISTING BUILDING

SITE PLAN LEGEND

BUILDING 100

MB-1

MB-2

MB-3BLDG 107

BLDG 50

BLDG 51

DEFENDER

LODGE

BLDG 54

ACUTE

PSYCH

BUILDING

POLYTRAUMA

REHABILITATION

BUILDING

BUILDING 101

BLDG 04

PARKING STRUCTURE

BLDG 43

BLDG 102

BLDG 05

BLDG 06

T-5A

T-6A

MB-4

T-70

BLDG 103

PERMANENT TRAILER AND

MODULAR BUILDING SITE LOCATION

REF: 1/AS002

LOOP RD

LOOP RD

LOOP RD

LO

O

P R

D

LOOP RD

MIRANDA AVE

MIRANDA AVE

FOOTHILL EXPY

FOOTHILL EXPY

FOOTHILL EXPY

FOOTHILL EXPY

FR

EE

D O

M W

AY

LO

O

P R

D

BLDG 8

MB-E

T6B

BLDG 105

BLDG 530

TEMP.

BLDG 50

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

ARCH. REG. NO. C38975

ENGR. REG. NO. M39910

EXPIRES: 05/31/2023

EXPIRES: 06/30/2024

SPUR #: 1795.07

/2

/2

:1

:5

A

M

AS-001

ARCHITECTURAL SITE PLAN

ECO

B100

BGJ

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

N

1" = 100'-0"

CAMPUS SITE PLAN1

TEMPORARY TRAILER / MODULAR BUILDING

EXISTING BUILDING

SITE PLAN LEGEND

EXISTING SITE IMPROVEMENT

NEW SITE IMPROVEMENT

EXISTING SITE FENCE

NEW CONCRETE SIDEWALK

TEMPORARY ASTM F2656 M30 CONCRETE JERSEY BARRIER

NEW TEMPORARY SITE FENCE @ PSRDM COMPLIANT SETBACK

GRAVEL FILL IN UNPAVED OPEN AREAS

HETCH HETCHY EASEMENT

EXTERIOR 4' FLOURESCENT LIGHT FIXTURE, SEE ELECTRICAL PLANS

EXTERIOR WALL-MOUNTED LIGHT FIXTURE, SEE ELECTRICAL PLANS

STERILE EXIT

LANDING

LANDING

SOILED ENTRY

3' - 6" 0' - 0"

TEMPORARY SPS TRAILER

LA

N

D

IN

G

1' - 4"

6' -0

6'

-0

6' -0

6'-0" 24'-0" 6'-0" 21'-0"

2' - 3"

TEMPORARY METAL RAMP SYSTEM

METAL GUARDRAIL WITH INTEGRATED HANDRAIL

30'-0"

CONCRETE PAD, RE: CIVIL

6'-0"

6' -0

6'

-0

4" NEW 6'-0" SIDEWALK 4"

8' -0

1'-6"1'-6"

HSS POST PER

MANUFACTURER

SPECIFICATION

1 1/2" CORRUGATED METAL ROOF

HSS BEAM PER

MANUFACTURER

SPECIFICATION

HSS BEAM PER

MANUFACTURER

SPECIFICATION

12" 1/4"

POST SPACING PER PLAN

SURFACE MOUNTED LIGHT,

SEE ELECTRICAL

1' -0

CANOPY POST

STRUCTURE PER

MANUFACTURER

SPECIFICATION

MOUNTING PLATE

AS REQUIRED PER

MANUFACTURER

TEMPORARY SPS TRAILER

TEMPORARY

MODULAR BUILDING

APPROX. 1,855 SQ. FT

'-0

8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"6'-0" 9'-0" 8'-8" 8'-8" 6'

-0

6' -0

6'

-0

6' -0

6'

-0

6' -0

5'

-0

5' -0

5'

-0

6' -8

1/ 4"

2"

8' -0

8'

-0

8' -0

8'

-0

8' -0

8'

-0

8' -0

8'

-0

18'-0"

AS-002

AS-002

1/4" / 12"

AS-002

6'-8"

LIGHTS

CENTERED

IN BAY UON

3' -4

2'

-1 0"

3'-4"2'-10"

CONNECTION TO

EXISTING SEWER, RE:

CIVIL AND PLUMBING

27'-0"

8' -1

13'-0" 6'-0" 8'-0"

MOBILE HOT WATER

GENERATOR

'-0

H

E

IG

H T

A T

T E

M P

O R

A R

Y S

P S

T R

A

IL

E R

1'-6" 1'-6"

4x4 HSS POST, SPACING PER PLAN

1 1/2" CORRUGATED

METAL ROOF

4x6 HSS BEAM

4x6 HSS BEAM

12" 1/4"

SPACING PER PLAN

3' -6

1' -4

TEMPORARY

METAL PLATFORM

PER PLAN

INTERMEDIATE

RAMP LANDING

PER PLAN

NOTCH TEMPORARY

PLATFORM AROUND

CANOPY STRUCTURE

AS REQUIRED

SURFACE MOUNTED LIGHT,

SEE ELECTRICAL

PER PLAN

'-0

A

T T

E M

P O

R A

R Y

M O

D U

LA

R

B U

IL

D

IN

G

CANOPY POST

STRUCTURE PER

MANUFACTURER

SPECIFICATION

MOUNTING PLATE

AS REQUIRED PER

MANUFACTURER

H A

N D

R A

IL

G U

A R

D R

A

IL

4"

TEMPORARY METAL RAMP SYSTEM, SLOPE = 1:20

METAL GUARDRAIL WITH

INTEGRATED HANDRAIL, TYPICAL 1'-0"1'-0"

FIRE DEPARTMENT CONNECTION SIGN (REF G/AD-001)

FIRE DEPARTMENT CONNECTION WITH ARROW SIGN (REF H/AD-001)

SITE SIGNAGE LEGEND

G

H

BUILDING 50

BUILDING 51

TEMPORARY

BUILDING 50

EXISTING

PARKING

EXISTING

PARKING

EXIS

TI

NG

P

ARKIN

G

LOOP

ROAD

8' - 0" MOTORIZED ROLLING ENTRY GATE W/ ACCESS CONTROL

AT PSRDM COMPLIANT SETBACK, PROVIDE WALL MOUNTED

LIGHTING ABOVE ACCESS CONTROL PANEL, SEE ELECTRICAL

TEMPORARY

SPS TRAILER

CONNECTION TO

EXISTING SEWER, RE:

CIVIL AND PLUMBING

SETBACK

25'-0"

COVERED

WALKWAY ABOVE

TEMPORARY MODULAR BUILDING

APPROX. 1,855 SQ. FT

S E

TB

A

C K

25'-0"

EXISTING LIGHT

POLE TO REMAIN

EXISTING LIGHT

POLE TO REMAIN

WALL-MOUNTED

LIGHTING PACK

EQUIPMENT

FENCE

6'-0" ACCESS GATE, OPERABLE FROM

INTERIOR WITH A MECHANISM THAT

MEETS NFPA 101 REQUIREMENTS

WALL-MOUNTED

LIGHTING PACK

TEMPORARY

SPS TRAILER

STORAGE UNIT

MOBILE HOT WATER

GENERATOR

EXISTING WASTE

RECEPTACLE TO BE

RELOCATED HERE

SETBACK

50'-0"

S E

TB

A

C K

50'-0"

SETBACK

25'-0"

EXISTING SURFACE

DRAIN TO REMAIN

EXISTING SURFACE

DRAIN TO REMAIN

CONCRETE PAD,

RE: CIVIL

TY

P

6'-0"

TYP.

6'-0"

136'-3"

89'-4"

V.I.F.

7'-0"

22'-0" ± V

.I.F.

18'-0" ± V.I.F.

'-9

V

.I.

F.

'-5

V

.I.

F.

5'-0"

14'-0"

10'-0"

8'-0" 10'-0"

25'-0"

62'-0"

20'-2" ± V.I.F.

CONCRETE PAD,

RE: STRUCTURAL

G th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

ARCH. REG. NO. C38975

ENGR. REG. NO. M39910

EXPIRES: 05/31/2023

EXPIRES: 06/30/2024

SPUR #: 1795.07

/2

/2

:1

:5

A

M

AS-002

TEMPORARY MODULAR BUILDING SITE

PLAN

ZDL

B100

BGJ

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

1/8" = 1'-0"

TEMPORARY MOD. TRAILER - RAMP LAYOUT6

1/2" = 1'-0" 2/ AS-002

TEMPORARY COVERED WALKWAY3 1/16" = 1'-0"

TEMOPORARY MOD. BUILDING - WALKWAY COVER2

1/2" = 1'-0"

TEMPORARY COVERED LANDING5

N

N

1/2" = 1'-0"

METAL RAMP, TYPICAL SECTION4

N

1/16" = 1'-0"

TEMPORARY MODULAR BUILDING AND SPS TRAILER SITE PLAN7

BASE

PLAN

HEAD

UNDERSIDE OF STRUCTURE

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

WALL FINISH

(REF: ROOM FINISH SCHEDULE)

WIDTH

ACTUAL

5/8"

WIDTH

STUD 5/8"

BASE

PLAN

HEAD

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

WALL FINISH

(REF: ROOM FINISH SCHEDULE)

1 LAYER GYPSUM BOARD EACH SIDE,

REF SCHEDULE FOR THICKNESS

FIN FLOOR

(REF: ROOM FINISH SCHEDULE)

BASE (REF: ROOM FINISH SCHEDULE) FIN FLOOR- (REF: ROOM FINISH SCHEDULE)

BASE - (REF: ROOM FINISH SCHEDULE)

BATT INSULATION WHERE

SPECIFIED IN SCHEDULE

BASE

PLAN

HEAD

UNDERSIDE OF STRUCTURE

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

WALL FINISH

(REF: ROOM FINISH SCHEDULE)

WIDTH

ACTUAL

5/8"

WIDTH

STUD VARIES

WIDTH

STUD 5/8"

5/8" GYPSUM BOARD EACH SIDE

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

BASE (REF: ROOM FINISH SCHEDULE)

METAL STUD PER SCHEDULE

BATT INSULATION WHERE SPECIFIED IN SCHEDULE

ACOUSTICAL SEALANT AROUND

PERIMETER (INSULATED WALLS)

ACOUSTICAL SEALANT AROUND

PERIMETER (INSULATED WALLS)

NOTE: INSULATED WALLS AROUND

RESTROOMS EXTEND OUTSIDE

LAYER OF GYPSUM BOARD TO DECK

ACOUSTICAL SEALANT AROUND

PERIMETER (INSULATED WALLS)

WIDTH

STUD

5/8"

WIDTH

ACTUAL

BATT INSULATION WHERE

SPECIFIED IN SCHEDULE

DIM DIMDIM DIMDIM DIM

METAL STUD PER SCHEDULE

METAL STUD PER SCHEDULE

5/8" GYPSUMBOARD

U TRACK, FASTENED 24" O.C. MAX.

U TRACK, FASTENED 24" O.C. MAX.

U TRACK, FASTENED 24" O.C. MAX.

U TRACK, FASTENED 24" O.C. MAX.

U TRACK, FASTENED 24" O.C. MAX.

U TRACK, FASTENED 24" O.C. MAX.

BASE

PLAN

WALL FINISH

(REF: ROOM FINISH SCHEDULE)

WIDTH

ACTUAL

5/8"TYPE X

WIDTH

STUD 5/8"TYPE X

1 LAYER "TYPE X" GYPSUM BOARD EACH SIDE,

REF SCHEDULE FOR THICKNESS

FINISH FLOOR

(REF: ROOM FINISH SCHEDULE)

BASE - (REF: ROOM FINISH SCHEDULE)

METAL STUD PER SCHEDULE

BATT INSULATION

FIRE RATED SEALANT

AROUND PERIMETER

U TRACK - (FASTENED 24" O.C. MAX.)

HEAD

UNDERSIDE OF STRUCTURE

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

FIRE RATED SEALANT AROUND PERIMETER

DIM DIM

DEFLECTION TRACK (FASTENED 24" O.C. MAX.)

NOTE: INSULATED WALLS

AROUND RESTROOMS EXTEND

GYPSUM BOARD TO DECKNOTE: INSULATED WALLS AROUND

RESTROOMS EXTEND OUTSIDE LAYER

OF GYPSUM BOARD TO DECK

1. NOT ALL PARTITION TYPES SHOWN HERE MAY BE USED. REFER TO PLANS FOR LOCATION AND TYPES

OF EACH PARTITION.

2. PAINT CONTINUOUS 4" TALL, STENCILED LETTERS, ABOVE CEILING, ON BOTH SIDES OF ALL FIRE AND

SMOKE WALLS DESIGNATING THE PARTITION RATING INDICATED ON THE LIFE SAFETY PLAN.

3. REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR LOCATIONS OF ALL WALL TILE.

PROVIDE AND INSTALL CEMENTITIOUS BACKER BOARD IN LIEU OF GWB AT ALL SCHEDULED TILE LOCATIONS. UNLESS NOTED OTHERWISE, TILE SHALL BE INSTALLED PER TILE COUNCIL OF AMERICA LATEST STANDARDS FOR EACH TYPE OF BACKING MATERIAL REPRESENTED IN WALL/PARTITION.

4. ALL SUSPENDED WALLS AND PARTITIONS SHALL HAVE GWB WHICH EXTENDS A MINIMUM OF 6" ABOVE

THE SUSPENDED CEILING UNLESS SHOWN AND/OR NOTED OTHERWISE BY THE ARCHITECT.

5. REFER TO STRUCTURAL DRAWINGS FOR ALL LOAD BEARING WALL CONDITIONS IN REGARDS TO

STRUCTURAL REQUIREMENTS.

6. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION, E.G. WALLS, JAMBS, ETC. SHALL ALIGN

ACROSS VOIDS AND JOINTS.

7. PARTITIONS SHALL BE CONTINUOUS OVER DOORS SAME ADJACENT WALLS (UNLESS NOTED

OTHERWISE) WHERE DRYWALL CONTINUES ABOVE CEILING AND ABOVE THE CEILING LEVEL UP TO

THE STRUCTURE ABOVE. ALL GYPSUM BOARD RETURNS SHALL HAVE CORNER BEADS MINIMUM

FLOOR TO CEILING. ALL PENETRATIONS IN DRYWALL CONSTRUCTION ABOVE FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AND FIRE STOPPING TAPE/CAULK AT ALL

RATED PARTITIONS.

8. ALL MECHANICAL CHASES AND OTHER NOTED CHASES ARE TO EXTEND UP TO THE UNDERSIDE OF THE DECK STRUCTURE ABOVE. ALL PLUMBING CHASES UNLESS OTHERWISE NOTED, SHALL EXTEND

ABOVE THE HIGHEST ADJOINING CEILING AND BE BRACED TO STRUCTURE.

9. ALL CONSTRUCTION DESIGNATED TO BE SUPPORTED BY ROOF STRUCTURE SHALL BE SUPPORTED

BY TOP CHORD OF STRUCTURAL JOISTS AND NOT FROM THE METAL DECK.

10. COORDINATE WITH MILLWORK DRAWINGS FOR PLACEMENT OF BLOCKING IN WALLS/PARTITIONS. ALL

WOOD BLOCKING IS TO BE FIRE RETARDANT TREATED.

11. IMPACT RESISTANT GWB, WHERE NOTED, IS OPTIONAL ABOVE 8' AFF AND BEHIND LOCKERS.

12. SEAL THE TOP AND BOTTOM OF WALL AS WELL AS ALL PENETRATIONS WHERE SMOKE PARTITIONS

ARE DESIGNATED ON THE LIFE SAFETY PLAN TO ELIMINATE THE PASSAGE OF SMOKE.

13. USE DEFLECTION TRACKS WHERE STUD WALLS ATTACH DIRECTLY TO METAL DECK.

GENERAL PARTITION NOTES

C 4

FRAMING UNIT SIZE CATEGORY

BASIC PARTITION ASSEMBLY CATEGORY

PARTITION TAG:

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

ARCH. REG. NO. C38975

ENGR. REG. NO. M39910

EXPIRES: 05/31/2023

EXPIRES: 06/30/2024

SPUR #: 1795.07

/2

/2

:1

:2

A

M

AE-001

PARTITION TYPES

ZDL

B100

NRL

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

MARK WALL TYPE DESCRIPTION STC RATING

F4 1 HR (U419)

5/8" TYPE X GYPSUM BOARD EACH SIDE OF 4" METAL STUD TO

MATCH EXISTING CONDITIONS

48 STC

F6 1 HR (U419) 5/8" TYPE X GYPSUM BOARD EACH SIDE OF 6" METAL STUD 48 STC

MARK WALL TYPE DESCRIPTION STC RATING

E4 CARRIER

5/8" GYPSUM BOARD ONE SIDE OF (2) 3 5/8" METAL STUD WALLS

W/ BATT INSULATION ONE SIDE

F3 1 HR (U419) 5/8" TYPE X GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUD 48 STC

MARK WALL TYPE DESCRIPTION STC RATING

C3 NON-INSULATED 5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUD --

C6 NON-INSULATED 5/8" GYPSUM BOARD EACH SIDE OF 6" METAL STUD --

D3 INSULATED

5/8" GYPSUM BOARD EACH SIDE OF3 5/8" METAL STUD W/ BATT

INSULATION

44 STC

E3 CARRIER

5/8" GYPSUM BOARD ONE SIDE OF (2) 3 5/8" METAL STUD WALLS

W/ BATT INSULATION ONE SIDE

MARK WALL TYPE DESCRIPTION STC RATING

A1 NON-INSULATED 5/8" GYPSUM BOARD ONE SIDE 7/8" HAT CHANNEL --

A3 NON-INSULATED 5/8" GYPSUM BOARD ONE SIDE OF 3 5/8" METAL STUD --

A6 NON- INSULATED 5/8" GYPSUM BOARD ONE SIDE OF 6" METAL STUD --

16 15 14 13 12

11 10 9 8 7 6

B

C

D

E

F

G

H

I

J

K

A

L

EXIST TEL

EB-TC2

E X

IS

T

E

LE

C

E B

-E C

E X

IS

T

S T

A F

F L

O U

N G

E

E B

-3

EXISTING SPS

ASSISTANT CHIEF

EB-368

EXIST STERILE SPS

CHIEF

EB-370

CLERICAL

WORKSTATION

EB-360

E X

IS

T

T E

A M

R O

O M

E B

-3

EXIST REFR WASTE

EB-410

EXIST NON FLAM GAS

EB-420

EXIST FLAM GAS

EB-430

EXIST HAZARDOUS

STORAGE

EB-440

EXIST EMPTY BARREL

HOLD

EB-450A

EXIST CONTAM

BARREL HOLD

EB-450

EXIST BIOMED ENGG

SUPPLY RM

EB-460

EXIST DISPATCH

EB-356B

EXIST CARTS REFR EXIST FRZ

E X

IS

T

C D

IS

H

S T

O R

A G

E

EXIST. CLIN DIET

OFFICE

EXIST. CLIN DIET

OFFICE

EXIST. CLIN DIET

COPY

EXIST. CLIN DIET

OFFICE

EXIST. STTE MGR

OFFICE

EXIST. PATIENT

EFFECTS STORAGE

EXIST. S LN COLL

EXIST. MECH

EXIST. FIRE PUMPS

EXIST. REAGENT

GRADE WATER

EXIST. MECH

EXIST ELEVATOR

EXIST ENERGY CONT

CTR

EXIST HEATING

EQUIP

EXIST. PLUMBING

EQUIP

EXIST. PLUMBING

EQUIP

EXIST. REAGENT

GRADE WATER

EXIST. TRAY TKT

OFFICE

EXIST NON-FOOD

STORAGEE

X

IS

T . D

R Y

F O

O D

S T

O R

A G

E

E X

IS

T

. R E

F R

D A

IR

Y

EXIST. CART RM

EXIST. FREEZER

EXIST. DISHWASH

E X

IS

T

. C C

A R

T D

E P

O T

EXIST. PATIENT TRAY

ASSM

EXIST.

RETHERM/COOK

EXIST. FOOD PROC &

PREP

EXIST. NOUR PREP

EXIST CART LIFT 1

F1-271

EXIST CORRIDOREXIST RCVG

EXIST ELEVATOR

EXIST ELEV LOBBY

E X

IS

T

. C O

R R

ID

O

R

EXIST STAIRWAY

EXIST. CHILLERS

E X

IS

T

C O

R R

ID

O

R E

X

IS

T

IN

G C

O R

R

ID

O R

E B

-C

EXIST. UNAS

EXIST. UNAS

EXIST. UNAS

EXIST. UNAS

EXIST. UNAS

EXIST. TELECOM

STORAGE

EXIST SUPERVISOR

OFFICE

EXIST. TEL EQUIP

EXIST. STORAGE

E X

IS

T

. B M

S S

T O

R A

G E

EXIST. PATIENT

DONATIONS

STORAGE

EXISTING CORRIDOR

EXIST. CONFERENCE

EXIST. OFFICE

EXIST. ELEV LOBBY

EXIST. IDF CLOSET

EXIST STAIRWAY

EXIST.

COPIER/STORAGE

E X

IS

T

. T E

C H

O F

F

IC

E

EXIST. SERVER ROOM

EXIST. CUSTOMER

SUPPORT STORAGE

EXIST. XEROX

STORAGE

EXIST. CORRIDOR

E X

IS

T

. E M

S E

Q P

T S

T O

R A

G E

E X

IS

T

. V A

S U

P P

LY

S

T O

R A

G E

E X

IS

T

. E M

S S

U P

E R

V

IS

O R

S W

O R

K S

T A

T

IO

N

E X

IS

T

. N F

S C

H

IE

F O

F C

EXIST. STORAGE

EXIST CLEAN LINEN

EXIST. SHARED

CONF. RM

EXIST. STAFF

LOUNGE

EXIST IT

DEPLOYMENT

STORAGE

EXIST. PHARMACY

CACHE STORAGE

EXIST ELEC RM

EXIST VALUABLE

STORAGE

EXIST. DONATION

STORAGE

EXIST. LAB COATS

AND NEW UNIFORMS

STAGING EXIST. PHARMACY

PART STORAGE

EXIST. CORRIDOR EXIST. CORRIDOR

EXIST. CORRIDOR

CLEAN DONATION

EXIST. CORRIDOR EXIST. STAIR

EXIST. MECHANICAL

EXIST BED STORAGE

EXIST PTS

MECHANICAL RM

EXIST. FEMALE

LOCKERS

EXIST. FEMALE

TOILET AND

SHOWERS

EXIST. MALE TOILET

AND SHOWERS

EXIST. MALE

LOCKERS

BREAKOUT/BULK

STORAGE

EB-350

PREPARATION AND

ASSEMBLY

EB-312B

STERILE STORAGE

EB-316

CLEAN SUPPLY

STORAGE ROOM

EB-300

LOCKER/CHANGING

MALE

EB-332

LOCKER/CHANGING

FEMALE

EB-330

DECONTAMINATION

EB-320

STEAM

STERILIZATION

EB-314B

ANTE

EB-322A

STAIRWAY

F1-257

ANTE/PPE

EB-322B

TOILET/SHOWER

EB-318

EXISTING TELE

CLOSET

FB-SC1

HLD ALCOVE

EB-322C

KEY PLAN

BLDG 100

N

AREA OF WORK

BASEMENT OUTLINE

1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF ADJACENT

WALL UNLESS NOTED OTHERWISE.

2. ALL WALLS ARE TYPE C3 PARTITIONS UNLESS OTHERWISE NOTED. REFER TO PARTITION TYPE

SHEET FOR WALL TYPES.

3. REFER TO DOOR & WINDOW SCHEDULES SHEET (100-AE601) FOR DOOR AND WINDOW INFORMATION.

4. ALL WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS NOTED OTHERWISE.

5. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO ALLOW TOLERANCE

FOR DUCT PASSAGE AND FIRE SAFING. COORDINATE WITH MEP FOR DUCT SIZES.

6. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED OTHERWISE.

7. CONTRACTOR TO VERIFY ALL EQUIPMENT QUANTITY REQUIREMENTS.

GENERAL PLAN NOTES

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

ARCH. REG. NO. C38975

ENGR. REG. NO. M39910

EXPIRES: 05/31/2023

EXPIRES: 06/30/2024

SPUR #: 1795.07

/2

/2

:1

:2

A

M

AE-101

OVERALL BASEMENT PLAN

ECO

B100

BGJ

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

N

1" = 20'-0"

BASEMENT 1 - OVERALL PLAN1

UP

B

C

D

E

F

A

EXIST TEL

EB-TC2

EXIST ELEC

EB-EC2

EXIST STAFF LOUNGE

EB-358

EXIST HAC

EB-336

EXIST CARTLIFT

MACH RM

C-2.0

EXISTING SPS

ASSISTANT CHIEF

EB-368

EXIST STERILE SPS

CHIEF

EB-370

CLERICAL

WORKSTATION

EB-360

EXIST TEAM ROOM

EB-362

EXIST REFR WASTE

EB-410

EXIST NON FLAM GAS

EB-420

EXIST FLAM GAS

EB-430

EXIST HAZARDOUS

STORAGE

EB-440

EXIST EMPTY BARREL

HOLD

EB-450A

EXIST CONTAM

BARREL HOLD

EB-450

EXIST BIOMED ENGG

SUPPLY RM

EB-460

EXIST DISPATCH

EB-356B

EXIST CART LIFT 2

F1-269

E X

IS

T

C A

R T

L

IF

T

F 1-

EXISTING CORRIDOR

EB-C04

EXISTING CORRIDOR

EB-C03

STERILE STORAGE

EB-316

STAIRWAY

F1-257

BREAKOUT/BULK

STORAGE

EB-350

DISPATCH

EB-356

ANTE

EB-322A

TOILET/SHOWER

EB-318

ANTE/PPE

EB-322B

LOCKER/CHANGING

FEMALE

EB-330

LOCKER/CHANGING

MALE

EB-332

EXISTING TELE

CLOSET

FB-SC1

CLEAN SUPPLY

STORAGE ROOM

EB-300

DECONTAMINATION

EB-320

PREPARATION AND

ASSEMBLY

EB-312B

CORRIDOR

EB-322

VESTIBULE

EB-C30

CORRIDOR

FB-C04

EQUIPMENT TEST

EB-340A

AUTOMATED CART

WASHER

EB-338

TLT STAFF FEMALE

EB-330A

TLT STAFF MALE

EB-332A

DECONTAMINATION

WORK AREA

EB-320B

CLEAN WORKROOM

INSTRUMENT SET

ASSEMBLY

EB-312

STERILIZATION AREA

LOW TEMP

EB-314

STEAM

STERILIZATION

EB-314B

HAC

EB-300A

C

C A

A

A

A

A

322B

330B

332B

C

F3F3

F3

A3

F3

ELEC

EB-300G

SCS OPEN OFFICE

EB-316E

D

DOCK AREA

A

LI

G N

A

LI

G N

A

LI

G N

SCS OFFICE

EB-316D

EQUIPMENT

STORAGE

EB-316F

ALIGN

A

A

A

A

316E

C6

C6

2.32

AE-511

AE-511

TYP

AE-401

AE-401

AE-511

TYP

AE-511

SIM

314C

STEAM STERILE

STORAGE

EB-314C

8.31

G

F E

C -1

AE-511

TYP

HLD ALCOVE

EB-322C

B

CORRIDOR

EB-300C

8.94

AE-511

AE-511

AE-511

22.09

22.09

22.09

22.09

22.09

22.09

22.09

22.09

22.09

FEC-1

F E

C -1

F E

C -1

FEC-1

FEC-1

F E

C -1

F E

C -1

FEC-1

FEC-1

A E

D

A

C04A

C -2

.0

EC2

TC2

SC1

B A

E D

1.03

1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF ADJACENT

WALL UNLESS NOTED OTHERWISE.

2. ALL WALLS ARE TYPE C3 PARTITIONS UNLESS OTHERWISE NOTED. REFER TO PARTITION TYPE

SHEET FOR WALL TYPES.

3. REFER TO DOOR & WINDOW SCHEDULES SHEET (100-AE601) FOR DOOR AND WINDOW INFORMATION.

4. ALL WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS NOTED OTHERWISE.

5. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO ALLOW TOLERANCE

FOR DUCT PASSAGE AND FIRE SAFING. COORDINATE WITH MEP FOR DUCT SIZES.

6. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED OTHERWISE.

7. CONTRACTOR TO VERIFY ALL EQUIPMENT QUANTITY REQUIREMENTS.

GENERAL PLAN NOTES

KEY PLAN

BLDG 100

N

AREA OF WORK

BASEMENT OUTLINE

FIRE - 1 HOUR

PARTITION LEGEND

EXISTING PARTITION TO REMAIN IN PLACE

NEW NON-RATED WALL

EXISTING FIRE - 1 HOUR

TO REMAIN IN PLACE

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

ARCH. REG. NO. C38975

ENGR. REG. NO. M39910

EXPIRES: 05/31/2023

EXPIRES: 06/30/2024

SPUR #: 1795.07

/2

/2

:1

:2

A

M

AE-102

BASEMENT REFERENCE PLAN

ECO

B100

BGJ

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

N

1/8" = 1'-0"

BASEMENT - REFERENCE PLAN1

KEYNOTE LEGEND

1.03 CONTRACTOR TO CONFIRM AND MATCH FIRE RATING OF EXISTING CORRIDOR WALL IF WALL INFILL

IS REQUIRED. NEW INFILL WALL TO MATCH FINISH OF ADJACENT EXISTING WALL.

2.32 MATCH EXISTING WALL THICKNESS

8.31 ACCESS DOOR AND FRAME

8.94 OPERABLE PARTITION WITH ENTRY DOOR

22.09 NEW FLOOR DRAIN LOCATION, SLOPE SURROUNDING FLOOR 1/8" / 12", SEE PLUMBING PLAN

UP

1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF ADJACENT

WALL UNLESS NOTED OTHERWISE.

2. ALL WALLS ARE TYPE C3 PARTITIONS UNLESS OTHERWISE NOTED. REFER TO PARTITION TYPE

SHEET FOR WALL TYPES.

3. REFER TO DOOR & WINDOW SCHEDULES SHEET (100-AE601) FOR DOOR AND WINDOW INFORMATION.

4. ALL WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS NOTED OTHERWISE.

5. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO ALLOW TOLERANCE

FOR DUCT PASSAGE AND FIRE SAFING. COORDINATE WITH MEP FOR DUCT SIZES.

6. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED OTHERWISE.

7. CONTRACTOR TO VERIFY ALL EQUIPMENT QUANTITY REQUIREMENTS.

GENERAL PLAN NOTES

KEY PLAN

BLDG 100

N

AREA OF WORK

BASEMENT OUTLINE

16 15 14 13 12 11

B

C

D

E

F

A

EXIST TEL

EB-TC2

EXIST ELEC

EB-EC2

EXIST STAFF LOUNGE

EB-358

EXIST HAC

EB-336

EXIST CARTLIFT

MACH RM

C-2.0

EXISTING SPS

ASSISTANT CHIEF

EB-368

EXIST STERILE SPS

CHIEF

EB-370

CLERICAL

WORKSTATION

EB-360

EXIST TEAM ROOM

EB-362

EXIST REFR WASTE

EB-410

EXIST NON FLAM GAS

EB-420

EXIST FLAM GAS

EB-430

EXIST HAZARDOUS

STORAGE

EB-440

EXIST EMPTY BARREL

HOLD

EB-450A

EXIST CONTAM

BARREL HOLD

EB-450

EXIST BIOMED ENGG

SUPPLY RM

EB-460

EXIST DISPATCH

EB-356B

EXIST CART LIFT 2

F1-269

E X

IS

T

C A

R T

L

IF

T

F 1-

EXISTING CORRIDOR

EB-C04

EXISTING CORRIDOR

EB-C03

STERILE STORAGE

EB-316

STAIRWAY

F1-257

BREAKOUT/BULK

STORAGE

EB-350

DISPATCH

EB-356

ANTE

EB-322A

TOILET/SHOWER

EB-318

ANTE/PPE

EB-322B

LOCKER/CHANGING

FEMALE

EB-330

LOCKER/CHANGING

MALE

EB-332

EXISTING TELE

CLOSET

FB-SC1

CLEAN SUPPLY

STORAGE ROOM

EB-300

DECONTAMINATION

EB-320

PREPARATION AND

ASSEMBLY

EB-312B

CORRIDOR

EB-322

VESTIBULE

EB-C30

CORRIDOR

FB-C04

EQUIPMENT TEST

EB-340A

AUTOMATED CART

WASHER

EB-338

TLT STAFF FEMALE

EB-330A

TLT STAFF MALE

EB-332A

DECONTAMINATION

WORK AREA

EB-320B

CLEAN WORKROOM

INSTRUMENT SET

ASSEMBLY

EB-312

STERILIZATION AREA

LOW TEMP

EB-314

STEAM

STERILIZATION

EB-314B

HAC

EB-300A

'-0

'-0

'-0

'-0

'-0

ELEC

EB-300G

7'-3" 8'-4"

6'-0" CLR.

26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0"

156'-0"

4'-6"

4' -9

8' -0

0'

-0

SCS OPEN OFFICE

EB-316E

DOCK AREA

A

LI

G N

2' -0

A

LI

G N

4' -0

5'-6" 10'-0"

ALIGN

3' -0

6'

-3

7'-4"

8' -1

2'

-1

6' -0

5'

-6

3'-0"

A

LI

G N

SCS OFFICE

EB-316D

EQUIPMENT

STORAGE

EB-316F

11"

8'-0 1/2"

3' -4

'-4

ALIGN

ALIGN8'

-3

9'

-3

3'-0" 3'-0" 8'-1 1/2"

2'-9"

4' -0

1' -8

4' -0

1' -8

4' -0

1' -2

6' -1

0"

AE-401

SIM

AE-401

SIM

10'-6" CLR.

14'-0"E.Q. E.Q.

V.I.F.

18'-7 1/4"

2' -0

4'

-0

2' -0

2'

-2

A

LI

G N

EQ EQ

HLD ALCOVE

EB-322C

ALIGN

9' -3

ALIGN

1' -0

F

.O . W

A

LL

4' -4

T

O

1' -0

ALIGN

MIN CLR

6'-0"

3' -4

6"

'-1

1/

2" F

V

7' -2

3'-4"

EQ EQ

E Q

E Q

3' -0

3'

-0

/4

3'-0"

4' -5

3' -0

1'-6"

3'-0"

1' -6

3' -0

1'-6"

3'-0"

E Q

E Q

EQ EQ

4' -0

18'-0"

6" 6"

2' -9

3'-10"

1/

2"

3'-0" 2'-6"

PER MANUFACTURER

22'-6" REQUIRED CLEARANCE 1'-0" 1'-0"

E3

C6

A3

A3A3

A3A3 A3

A3

A3A3

A3 A3A3

A3A3

A3

A3A3

A3

A3

A3A3

F4

F3

F3F3

F3

F6

A3

A3

A3 A3

A6

C6

A3

A3 A3

A6

C6

A3

A3A3

F4

F3F3

A3

A3

F3

F3

F3

F3

F3

F4

A3

A3

A3

A3A3

C6

C6

C6

A3

E4

A3

C6

D3

D3

D3

D3W/ NEW SLAB

RECESSED PIT

W / M

F R

. S P

E C

C O

O R

D

IN

A T

E P

IT

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

STRUCTURAL ENGINEER

GREGORY P. LUTH & ASSOCIATES

3350 SCOTT BOULEVARD, BLDG. 48

SANTA CLARA, CA 95054

(408) 654-0475

MEP / TECHNICAL ENGINEER

SPUR DESIGN

2519 MADISON AVE. STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KEIR & WRIGHT

3350 SCOTT BLVD, BLDG22

SANTA CLARA, CA 95051

(405) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

ARCH. REG. NO. C38975

ENGR. REG. NO. M39910

EXPIRES: 05/31/2023

EXPIRES: 06/30/2024

SPUR #: 1795.07

/2

/2

:1

:3

A

M

AE-103

BASEMENT DIMENSION PLAN

ECO

B100

BGJ

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

N

1/8" = 1'-0"

BA…