ATTACH BB DRAWINGS Part 2.pdf

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

:0

:4

A

M

GI002

RENDERINGS

JLJ

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

DECONTAMINATION RENDERING

STAFF LOUNGE RENDERING

PREP AND ASSEMBLY RENDERING

157 SF

EXIST STERILE SPS

CHIEF

EB-370

97 SF

EXISTING SPS

ASSISTANT CHIEF

EB-368

345 SF

CLERICAL

WORKSTATION

EB-360

192 SF

EXIST TEAM ROOM

EB-362

716 SF

BREAKOUT/BULK

STORAGE

EB-350

EXIST REFR WASTE

EXIST NON FLAM GAS

EXIST FLAM GAS

EXIST HAZARDOUS

STORAGE

EXIST EMPTY BARREL

HOLD

EXIST CONTAM

BARREL HOLD

EXIST BIOMED ENGG

SUPPLY RM

133 SF

EXIST DISPATCH

EB-356B

EXIST CARTLIFT

MACH RM

C-2.0

S

F

E X

IS

T

H A

C

E B

-3

187 SF

EXIST STAFF LOUNGE

EB-358

EXIST ELEC

EB-EC2

T R

A V

E L

D

IS

T A

N C

E

TRAVEL DISTANCE = 186'

TRAVEL DISTANCE = 249'

EXIST TEL

EB-TC2

231 SF

LOCKER/CHANGING

FEMALE

EB-330

216 SF

LOCKER/CHANGING

MALE

EB-332

81 SF

ANTE

EB-322A

85 SF

TOILET/SHOWER

EB-318

65 SF

ANTE/PPE

EB-322B

1072 SF

DECONTAMINATION

EB-320

937 SF

PREPARATION AND

ASSEMBLY

EB-312B

1591 SF

STERILE STORAGE

EB-316

2742 SF

CLEAN SUPPLY

STORAGE ROOM

EB-300

EXISTING CORRIDOR

EXISTING CORRIDOR

STAIRWAY

TRAVEL DISTANCE = 173'

658 SF

CLEAN WORKROOM

INSTRUMENT SET

ASSEMBLY

EB-312

52 SF

HAC

EB-300A

TRAVEL DISTANCE = 163'

AUTOMATED CART

WASHER

EB-338

231 SF

STEAM

STERILIZATION

EB-314B

154 SF

STERILIZATION AREA

LOW TEMP

EB-314

726 SF

CORRIDOR

EB-300C

327 SF

EQUIPMENT TEST

EB-340A

EXIST CART LIFT 1

F1-271

EXIST CART LIFT 2

F1-269

547 SF

DISPATCH

EB-356

336 SF

DECONTAMINATION

WORK AREA

EB-320B

56 SF

TLT STAFF MALE

EB-332A

56 SF

TLT STAFF FEMALE

EB-330A

58 SF

VESTIBULE

EB-C30

258 SF

CORRIDOR

EB-322

EXISTING TELE

CLOSET

FB-SC1

F E

C

ELEC

EB-300G

351 SF

SCS OPEN OFFICE

EB-316E

98 SF

SCS OFFICE

EB-316D

190 SF

EQUIPMENT

STORAGE

EB-316F

FEC - 1

891 SF

CORRIDOR

FB-C04

F E

C

FEC - 1

F E

C

F E

C

EXTERIOR

DOCK AREA

T R

A V

E L

D

IS

T A

N C

E

EXTERIOR

DOCK AREA

FEC - 1

A E

D

A E

D

199 SF

STEAM STERILE

STORAGE

EB-314C

93 SF

HLD ALCOVE

EB-322C

FEC - 1

FEC - 1

TRAVEL DISTANCE = 90'

1.02

FIRE - 1 HOUR

PARTITION LEGEND

FEC

AED

FIRE EXTINGUISHER CABINET

SPACE NOT OCCUPIED

EXISTING TO REMAIN

AUTOMATED EXTERNAL DEFIBRILLATOR, GC TO

COORDINATE ROUGH-IN CONDITION WITH VA

PROVIDED EQUIPMENT

EXIT LIGHT / SIGN

EGRESS PATH TO BUILDING EXIT

BUILDING EXIT / DIRECTION TO EXIT

OCCUPANT LOAD

LIFE SAFETY LEGEND

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC

FIRE SPRINKLER SYSTEM THROUGHOUT PER NFPA 13

CONSTRUCTION TYPE: (TABLE A.8.2.1.2): TYPE II (222)

FIRE RESISTANCE RATINGS (TABLE A.8.2.1.2):

• COLUMNS: 2 HR

• BEAM, GIRDERS, TRUSSES: 2 HR

• FLOOR/CEILING ASSEMBLIES: 2 HR

• ROOF/CEILING ASSEMBLIES: 1 HR

• EXTERIOR NON-BEARING WALLS: 0 HR

• INTERIOR NON-BEARING WALLS: 0 HR

FIRE-RESISTIVE REQUIREMENTS:

• NONCOMBUSTIBLE MATERIALS FOR STRUCTURAL

FRAME, FLOORS, ROOF DECK, EXTERIOR NON-

BEARING WALLS, INTERIOR NON-BEARING WALLS

• CORRIDORS: 30 MINUTE FIRE / SMOKE RATING

(19.3.6.2.2)

• SHAFTS: MINIMUM 1/2 HOUR RATING (8.6.5)

CHAPTER 39: EXISTING BUSINESS OCCUPANCY

OCCUPANT LOADS (TABLE 7.3.1.2):

• ASSEMBLY = 15 SF / PERSON

• BUSINESS = 150 SF / PERSON

• BUSINESS, CONCENTRATED = 50 SF / PERSON

• STORAGE = 500 SF / PERSON

LIFE SAFETY REQUIREMENTS - NFPA 101-2021 EDITION

DEAD END CORRIDOR MAX DISTANCE: 50' (39.2.5.3)

MAXIMUM COMMON PATH OF TRAVEL: 100' (39.2.5.2.1)

MAXIMUM TRAVEL DISTANCE: 300' (39.2.6.3)

ALL EXIT DOORS PROVIDED ARE 36" LEAF MINIMUM

YIELDING 34" CLEAR EXIT WIDTH.

.15"/PERSON (IBC 1005.3.2, EXCEPTION 1) ALLOWS 226

OCCUPANT LOAD PER 36" DOOR MAX.

PROTECTED AREAS:

• STORAGE ROOMS/CLEAN SUPPLY - REQUIRED PER

VA FIRE PROTECTION DESIGN MANUAL 3.1.A AND

PER NFPA 101:18.3.2.1 AND 8.7.

• SMOKE PARTITIONS WITH SPRINKLER PROTECTION,

PROVIDED.

SMOKE COMPARTMENTALIZATION:

• NOT REQUIRED / NOT PROVIDED FOR

BUSINESS OCCUPANCIES.

FIRE ALARM SYSTEM:

• REQUIRED/PROVIDED MANUAL SYSTEM.

STANDPIPES:

• NOT REQUIRED / NOT PROVIDED.

EXISTING PARTITION

TO REMAIN IN PLACE

NEW NON-RATED WALL

EXISTING FIRE - 1 HOUR

TO REMAIN IN PLACE

KEY PLAN

BLDG 100

N

AREA OF WORK

BASEMENT OUTLINE

MALE2 FEMALE

REQUIRED

WATER CLOSET LAVATORY

SHOWER

BASEMENT PLUMBING FIXTURE COUNT SCHEDULE1

PROVIDED

DRINKING

FOUNTAIN3 OTHER

- 1 SERVICE SINK

1 1 1 2 1 SERVICE SINK

1. CALCULATIONS BASED ON ENTIRE BASEMENT AREA INCLUDING 4,247 SF ASSEMBLY OCCUPANCY, 21,047 SF BUSINESS OCCUPANCY, AND 20,903 SF STORAGE OCCUPANCY. FIXTURE COUNT INCLUDES FIXTURES IN ROOMS

GB-105A AND GB-104A

2. #/# FIRST NUMBER INDICATES WATER CLOSETS, SECOND INDICATES URINALS

3. WATER DISPENSERS MAY BE SUBSTITUTED FOR NOT MORE THAN 50% OF THE REQUIRED DRINKING FOUNTAINS

TOTAL

EXISTING 3/3 6 6 2 -

4/3 7 7 1 SERVICE SINK

UNISEX

MALE FEMALE

1 1

5 5

6 6

UNISEX

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

:0

:4

A

M

GI011

BASEMENT LIFE SAFETY 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 LIFE SAFETY PLAN1

OCCUPANT LOAD CALCULATIONS

NUMBER ROOM NAME OCCUPANCY AREA SF / OCC. LOAD

EB-300 CLEAN SUPPLY STORAGE ROOM STORAGE 2742 SF 500 SF 6

EB-300A HAC STORAGE 52 SF 500 SF 1

EB-300C CORRIDOR BUSINESS 726 SF 150 SF 6

EB-312 CLEAN WORKROOM INSTRUMENT

SET ASSEMBLY

BUSINESS 658 SF 150 SF 5

EB-312B PREPARATION AND ASSEMBLY BUSINESS 937 SF 150 SF 7

EB-314 STERILIZATION AREA LOW TEMP BUSINESS 154 SF 150 SF 2

EB-314B STEAM STERILIZATION BUSINESS 231 SF 150 SF 3

EB-314C STEAM STERILE STORAGE BUSINESS 199 SF 150 SF 2

EB-316 STERILE STORAGE STORAGE 1591 SF 500 SF 4

EB-316D SCS OFFICE BUSINESS 98 SF 150 SF 1

EB-316E SCS OPEN OFFICE BUSINESS 351 SF 50 SF 8

EB-316F EQUIPMENT STORAGE STORAGE 190 SF 500 SF 1

EB-318 TOILET/SHOWER BUSINESS 85 SF 150 SF 1

EB-320 DECONTAMINATION BUSINESS 1072 SF 150 SF 8

EB-320B DECONTAMINATION WORK AREA BUSINESS 336 SF 150 SF 3

EB-322 CORRIDOR BUSINESS 258 SF 150 SF 2

EB-322A ANTE BUSINESS 81 SF 150 SF 1

EB-322B ANTE/PPE BUSINESS 65 SF 150 SF 1

EB-322C HLD ALCOVE BUSINESS 93 SF 150 SF 1

EB-330 LOCKER/CHANGING FEMALE ASSEMBLY 231 SF 15 NET 16

EB-330A TLT STAFF FEMALE BUSINESS 56 SF 150 SF 1

EB-332 LOCKER/CHANGING MALE ASSEMBLY 216 SF 15 NET 15

EB-332A TLT STAFF MALE BUSINESS 56 SF 150 SF 1

EB-336 EXIST HAC STORAGE 57 SF 500 SF 1

EB-340A EQUIPMENT TEST BUSINESS 327 SF 150 SF 3

EB-350 BREAKOUT/BULK STORAGE STORAGE 716 SF 500 SF 2

EB-356 DISPATCH BUSINESS 547 SF 150 SF 4

EB-356B EXIST DISPATCH BUSINESS 133 SF 150 SF 1

EB-358 EXIST STAFF LOUNGE ASSEMBLY 187 SF 15 NET 13

EB-360 CLERICAL WORKSTATION BUSINESS 345 SF 150 SF 3

EB-362 EXIST TEAM ROOM BUSINESS 192 SF 150 SF 2

EB-368 EXISTING SPS ASSISTANT CHIEF BUSINESS 97 SF 150 SF 1

EB-370 EXIST STERILE SPS CHIEF BUSINESS 157 SF 150 SF 2

EB-C30 VESTIBULE BUSINESS 58 SF 150 SF 1

FB-C04 CORRIDOR BUSINESS 891 SF 150 SF 6

TOTAL OCCUPANT LOAD: 135

EXTERIOR

DOCK AREA

EXTERIOR

DOCK AREA

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 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

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

E X

IS

T

. C O

R R

ID

O

R

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

EXIST CONTAM

BARREL HOLD

EB-450

EXIST BIOMED ENGG

SUPPLY RM

EB-460

GI011

13.15

FIRE - 1 HOUR

PARTITION LEGEND

FEC

AED

FIRE EXTINGUISHER CABINET

SPACE NOT OCCUPIED

EXISTING TO REMAIN

AUTOMATED EXTERNAL DEFIBRILLATOR, GC TO

COORDINATE ROUGH-IN CONDITION WITH VA

PROVIDED EQUIPMENT

EXIT LIGHT / SIGN

EGRESS PATH TO BUILDING EXIT

BUILDING EXIT / DIRECTION TO EXIT

OCCUPANT LOAD

LIFE SAFETY LEGEND

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC

FIRE SPRINKLER SYSTEM THROUGHOUT PER NFPA 13

CONSTRUCTION TYPE: (TABLE A.8.2.1.2): TYPE II (222)

FIRE RESISTANCE RATINGS (TABLE A.8.2.1.2):

• COLUMNS: 2 HR

• BEAM, GIRDERS, TRUSSES: 2 HR

• FLOOR/CEILING ASSEMBLIES: 2 HR

• ROOF/CEILING ASSEMBLIES: 1 HR

• EXTERIOR NON-BEARING WALLS: 0 HR

• INTERIOR NON-BEARING WALLS: 0 HR

FIRE-RESISTIVE REQUIREMENTS:

• NONCOMBUSTIBLE MATERIALS FOR STRUCTURAL

FRAME, FLOORS, ROOF DECK, EXTERIOR NON-

BEARING WALLS, INTERIOR NON-BEARING WALLS

• CORRIDORS: 30 MINUTE FIRE / SMOKE RATING

(19.3.6.2.2)

• SHAFTS: MINIMUM 1/2 HOUR RATING (8.6.5)

CHAPTER 39: EXISTING BUSINESS OCCUPANCY

OCCUPANT LOADS (TABLE 7.3.1.2):

• ASSEMBLY = 15 SF / PERSON

• BUSINESS = 150 SF / PERSON

• BUSINESS, CONCENTRATED = 50 SF / PERSON

• STORAGE = 500 SF / PERSON

LIFE SAFETY REQUIREMENTS - NFPA 101-2021 EDITION

DEAD END CORRIDOR MAX DISTANCE: 50' (39.2.5.3)

MAXIMUM COMMON PATH OF TRAVEL: 100' (39.2.5.2.1)

MAXIMUM TRAVEL DISTANCE: 300' (39.2.6.3)

ALL EXIT DOORS PROVIDED ARE 36" LEAF MINIMUM

YIELDING 34" CLEAR EXIT WIDTH.

.15"/PERSON (IBC 1005.3.2, EXCEPTION 1) ALLOWS 226

OCCUPANT LOAD PER 36" DOOR MAX.

PROTECTED AREAS:

• STORAGE ROOMS/CLEAN SUPPLY - REQUIRED PER

VA FIRE PROTECTION DESIGN MANUAL 3.1.A AND

PER NFPA 101:18.3.2.1 AND 8.7.

• SMOKE PARTITIONS WITH SPRINKLER PROTECTION,

PROVIDED.

SMOKE COMPARTMENTALIZATION:

• NOT REQUIRED / NOT PROVIDED FOR

BUSINESS OCCUPANCIES.

FIRE ALARM SYSTEM:

• REQUIRED/PROVIDED MANUAL SYSTEM.

STANDPIPES:

• NOT REQUIRED / NOT PROVIDED.

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

:0

:5

A

M

GI012

INTERIM BASEMENT LIFE SAFETY PLAN

ZDL

B100

JNK

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"

INTERIM BASEMENT LIFE SAFETY PLAN1

KEYNOTE LEGEND

13.15 TEMPORARY 36" X 84", 20-MINUTE FIRE RATED DOOR WITH PANIC HARDWARE

B100

RENOVATION AND EXPANSION OF SPS 640-398

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

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

SV

B100

OF 119AM

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-398

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

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

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8650

FULLY SPRINKLERED

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

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KIER & WRIGHT

3350 SCOTT BLVD, BLDG. 22

SANTA CLARA, CA 95054

(408) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

VETERANS HEALTH ADMINISTRATION

FOR

MODULAR BUILDING AND SPS TRAILER

FOR

SITE IMPROVEMENT PLANS

GENERAL NOTES

PALO ALTO, CALIFORNIA

VICINITY MAP

R

Call before you dig.

below.Know what's

N

SHEET INDEX

SHEET DESCRIPTION

CIVIL

C-001 COVER SHEET

CD-001 DEMOLITION PLAN

CS-001 DETAILS

CS-002 TOPOGRAPHIC SURVEY

CS-003 SITE IMPROVEMENT PLANS

CS-004 HYDRANT COVERAGE DIAGRAM

CG-001 EROSION CONTROL PLAN

CONSTRUCTION STAKING NOTE:

FOR ALL STAKING SCHEDULING AND REQUEST FOR

PROPOSALS PLEASE CONTACT:

CHUY MARTINEZ

(408) 727-6665 EXT. 1035

cmartinez@kierwright.com

NORTH

MIRANDA AVENUE

(FORMERLY JUNIPERO SERRA BOULEVARD)

H

IL

LV

IE

W A

V

EN

U E

LIMIT OF WORK

SITE

LOOP ROAD

FR

EE

D O

M W

A Y

LOOP ROAD

LOOP ROAD

LO

O

P

RO

A D

LOOP ROAD

LOOP ROAD

LOOP ROAD

W A

RE

H O

U

SE

SE

RV

IC

E

RO

A D

C-001

COVER SHEET

VA PALO ALTO HEALTHCARE CAMPUS

LEGEND

SPS TRAILER

FF=98.00

PAD=94.00

EXISTIN

G

BU

ILD

IN

G

PLATFORM FG=98.00

MODULAR

BUILDING

FF=97.50

PAD=93.50

EXISTIN

G

TEM

PO

RA

RY

BU

ILD

IN

G

EXISTIN

G

BU

ILD

IN

G

EXISTIN

G

TEM

PO

RA

RY

BU

ILD

IN

G

B100

RENOVATION AND EXPANSION OF SPS 640-398

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

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

SV

B100

OF 119AM

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-398

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

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

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8650

FULLY SPRINKLERED

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

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KIER & WRIGHT

3350 SCOTT BLVD, BLDG. 22

SANTA CLARA, CA 95054

(408) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

LEGEND

CONSTRUCTION STAKING NOTE:

FOR ALL STAKING SCHEDULING AND REQUEST FOR

PROPOSALS PLEASE CONTACT:

CHUY MARTINEZ

(408) 727-6665 EXT. 1035

cmartinez@kierwright.com

DEMOLITION NOTES

NORTH

CD-001

DEMOLITION PLAN

PHASE 1 DEMO - PREPARATION FOR MODULAR BUILDING AND SPS TRAILER PHASE 2 DEMO - REMOVAL OF MODULAR BUILDING AND SPS TRAILER AND RETURN TO EXISTING CONDITIONS

CONSTRUCTION STAKING NOTE:

FOR ALL STAKING SCHEDULING AND REQUEST FOR

PROPOSALS PLEASE CONTACT:

CHUY MARTINEZ

(408)727-6665 EXT. 1035 cmartinez@kierwright.com

CS-001

DETAILS

AC CONFORM DETAIL

B100

RENOVATION AND EXPANSION OF SPS 640-398

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

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

SV

B100

OF 119AM

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-398

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

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

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8650

FULLY SPRINKLERED

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

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KIER & WRIGHT

3350 SCOTT BLVD, BLDG. 22

SANTA CLARA, CA 95054

(408) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

PARCEL A

(3439 OR 182)

LANDS OF

CITY AND COUNTY OF

SAN FRANCISCO

PARCEL B

(3439 M 182)(HETCH HETCHY)

EX

IS

T

IN

G B

U

IL

D

IN

G

FF

.4

EXISTIN

G

BU

ILD

IN

G

EXISTIN

G

TEM

PO

RA

RY

BU

ILD

IN

G

B100

RENOVATION AND EXPANSION OF SPS 640-398

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

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

SV

B100

OF 119AM

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-398

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

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

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8650

FULLY SPRINKLERED

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

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KIER & WRIGHT

3350 SCOTT BLVD, BLDG. 22

SANTA CLARA, CA 95054

(408) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

CONSTRUCTION STAKING NOTE:

FOR ALL STAKING SCHEDULING AND REQUEST FOR

PROPOSALS PLEASE CONTACT:

CHUY MARTINEZ

(408) 727-6665 EXT. 1035

cmartinez@kierwright.com

NORTH

LEGEND

ABBREVIATIONS

NOTES

CS-002

TOPOGRAPHIC SURVEY

LOOP ROAD

(HETCH HETCHY)

EX

IS

T

IN

G B

U

IL

D

IN

G

FF

.4

SPS TRAILER

FF=98.00

PAD=94.00

EXISTIN

G

BU

ILD

IN

G

PLATFORM FG=98.00

MODULAR

BUILDING

FF=97.50

PAD=93.50

EXISTIN

G

TEM

PO

RA

RY

BU

ILD

IN

G

B100

RENOVATION AND EXPANSION OF SPS 640-398

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

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

SV

B100

OF 119AM

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-398

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

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

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8650

FULLY SPRINKLERED

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

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KIER & WRIGHT

3350 SCOTT BLVD, BLDG. 22

SANTA CLARA, CA 95054

(408) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

LEGEND

CONSTRUCTION STAKING NOTE:

FOR ALL STAKING SCHEDULING AND REQUEST FOR

PROPOSALS PLEASE CONTACT:

CHUY MARTINEZ

(408) 727-6665 EXT. 1035

cmartinez@kierwright.com

GRADING NOTES

NORTH

CS-003

SITE IMPROVEMENT PLAN

KEYNOTES & DETAILS

LOOP ROAD

B100

RENOVATION AND EXPANSION OF SPS 640-398

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

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

SV

B100

OF 119AM

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-398

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

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

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8650

FULLY SPRINKLERED

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

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KIER & WRIGHT

3350 SCOTT BLVD, BLDG. 22

SANTA CLARA, CA 95054

(408) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

CONSTRUCTION STAKING NOTE:

FOR ALL STAKING SCHEDULING AND REQUEST FOR

PROPOSALS PLEASE CONTACT:

CHUY MARTINEZ

(408) 727-6665 EXT. 1035

cmartinez@kierwright.com

NORTH

CS-004

HYDRANT COVERAGE DIAGRAM

EXISTING BUILDING 50

EXISTING BUILDING 51

EXISTING TEMPORARY BUILDING 50

MODULAR

BUILDING

SPS TRAILER

LANDS OF

CITY AND COUNTY OF

SAN FRANCISCO

PARCEL B

(3439 M 182)(HETCH HETCHY)

EX

IS

T

IN

G B

U

IL

D

IN

G

FF

.4

SPS TRAILER

FF=98.00

PAD=94.00

EXISTIN

G

BU

ILD

IN

G

PLATFORM FG=98.00

MODULAR

BUILDING

FF=97.50

PAD=93.50

EXISTIN

G

TEM

PO

RA

RY

BU

ILD

IN

G

LOOP ROAD

B100

RENOVATION AND EXPANSION OF SPS 640-398

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

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

SV

B100

OF 119AM

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

03/03/2023

640-398

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

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

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8650

FULLY SPRINKLERED

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

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

SHEET TITLE

CIVIL ENGINEER

KIER & WRIGHT

3350 SCOTT BLVD, BLDG. 22

SANTA CLARA, CA 95054

(408) 727-6665

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

LEGEND

CONSTRUCTION STAKING NOTE:

FOR ALL STAKING SCHEDULING AND REQUEST FOR

PROPOSALS PLEASE CONTACT:

CHUY MARTINEZ

(408) 727-6665 EXT. 1035

cmartinez@kierwright.com

EROSION & SEDIMENT CONTROL MEASURES

STRAW WATTLE 1

STABILIZED CONSTRUCTION ENTRANCE

STRAW FIBER ROLL WRAPPED IN A TUBULAR BLACK

PLASTIC NETTING WITH A DIAMETER OF 8"-10".

FOR FLAT AREAS

FINISHED GRADE

3/4" x 3/4" WOOD STAKE @ 4' O.C.DIRECTION

OF FLOW

12" MIN.

3" MIN.

5" MAX.

EXISTING CURB

INLET FILTER DETAIL

NORTH

CG-001

EROSION CONTROL PLAN

DROP INLET SEDIMENT FILTER

UTILIZING ROCK BARRIER BAGS 3

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

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

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

SITE DEMOLITION PLAN - TEMPORARY

MODULAR BUILDING AND SPS TRAILERS

BVS

B100

GPL

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

REINF

SIZE

EMBEDMENT DEPTH "D"

#4 #5 #6 #7

#8

#9 #10

2-3/4" 3-1/8" 3-1/2" 3-1/2"

4"

4-1/2" 5'

3/8" 1/2"

2" 3-1/4"

NOMINAL

ANCHOR DIAM.

EFF. MIN

EMBEDMENT

(E) CONCRETE

DRILL HOLE - SEE NOTE 2

GRADE 60 REINF. DOWELS EMBEDDED

IN EPOXY PER DRAWINGS.

NEW

CONCRETE

5/8" 3/4"

3-1/8" 3-3/4"

2-1/2" 2-1/8"

3-1/4" 4-1/4"

5" 5-3/4"

5-1/2" 10"

MIN. EDGE

DISTANCE

SPACING

MIN. EDGE DISTANCE

2-1/4" 2"

2-3/4" 5"

3-1/2" 3-1/4"

4-1/8" 9-1/2"

MIN.

SPACING

EDGE DIST.

MIN. ANCHOR SPACING

LAP-SPLICE

LENGTH

MINIMUM

10" 12-1/2" 15" 17-1/2"

20"

22-1/2" 25"

MAXIMUM

MINIMUM

SPACING

#3 2-3/8" 7-1/2" 2-1/2" 3-1/8" 3-3/4" 4-3/8"

5"

5-5/8" 6-1/4"

1-7/8"

MINIMUM

EDGE. DIST

5 X DIAM.

EPOXY GROUTED DOWELS

1. Reinforcement dowels noted "drill and epoxy" shall be installed using hilti hit hy- 200 (esr-3187) with emdbedment length as noted on the drawings or approved equivalent. Install per maufacturer's recommendations.

2. If reinforcement is encountered during drilling, abandon and shift the hole location to avoid the reinforcement. provide a minimum of 2 anchor diameter or 1 inch, whichever is larger, of sound concrete between the dowel and the abandoned hole, fill the abandoned hole with non-shrink grout. if the anchor or dowel may not be shifted as noted above, the engineer will determine a new location.

3. Special inspection for epoxy grouted dowels:

Periodic special inspection shall be performed in accordance to section

1704.15 and table 1704.4 of 2009 ibc, as applicable and the icc-esr. The special inspector shall make periodic inspections during anchor or post-install reinforcing installation to verify anchor or rebar type and dimensions, concrete type, concrete compressive strength, adhesive identification and expiration date, hole dimensions, hole cleaning procedures, spacing, edge distances, concrete member thickness,anchor or rebar embedment, tightening torque and adherence to the manufacturer's printed installation instructions.

under the ibc, additional requirements as set forth in sections 1705, 1706, and 1707 shall be observed, where applicable.

4. Embedment of anchors or rebars, edge distance & spacing requirements, unless otherwise noted:

NOTES:

1. Schedule applies to reinforcing bars terminating in structural concrete.

2. Diameter of holes for epoxy-set dowels shall be per epoxy manufacturer's recommendations.

3.Ensure end of drilled hole for epoxy-set dowels is min. 1 1/2" clear of far side of dowels side of concrete wall or is min. 1 1/2" clear of far slab.

SG-001GENERAL NOTES

/2

4/

:3 1:

pm 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

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

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

SITE DEMOLITION PLAN - TEMPORARY

MODULAR BUILDING AND SPS TRAILERS

BVS

B100

GPL

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

Ω

SG-002SHEET LIST, LEGEND

& ABBREVIATIONS

/2

4/

:3 2:

pm 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

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

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

SITE DEMOLITION PLAN - TEMPORARY

MODULAR BUILDING AND SPS TRAILERS

BVS

B100

GPL

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

BASEMENT PLAN

SCALE: 18/ " = 1'-0"1CART WASHER PAD

SCALE: 12/ " = 1'-0"2

CART WASHER PAD

SCALE: 12/ " = 1'-0"3

EQUIPMENT ANCHORAGE TO CONCRETE- TYP SECTION

SCALE: 1" = 1'-0"4

16 15 14 13 12 11

E

D

C

B

A

D

+82'-0"

+82'-0"

M

IN

M

IN

EFF EMBED

M

IN

M

IN

SG-101BASEMENT

EQUIPMENT PAD

/2

4/

:3 2:

pm

PLAN

INSTALLED PER MANUFACTURER'S INSTRUCTIONS

3. EQUIPMENT PARTS TO BE INSTALLED DURING CONSTRUCTION SHALL BE IDENTIFIED BY THE CONTRACTOR &

2. EQUIPMENT MANUFACTURER SHALL PROVIDE SEISMIC ANCHORAGE DETAIL PER APPROPRIATE DESIGN CRITERIA.

1. AT NEW PADS, SAW CUT (E) SLAB, DIG THOUGH SAND FILL & ADD NEW CONCRETE

NOTES:

NO ANCHORAGE PROVIDED BY MANUFACTURER

EQUIPMENT WEIGHT <1000LBS

A1195 / U1195

MANUFACTURER SHALL ENSURE THAT THE ANCHORAGE KIT SATISFIES THE DESIGN CRITERIA FOR THE SITE

FOR SEQUIPMENT WITH ANCHORAGE KIT PROVIDED WITH THE EQUIPMENT,

NOTES:

LEGEND

TYP

EQUIPMENT

SEE ARCH

(N) CIP PAD BENEATH

EQUIPMENT

14" THICK PAD WITH

4" PIT @ UNIT LOCATION

LOCATION PER ARCH & MECH

(N) PAD FOR EQUIPMENT - FOR LOCATION SEE ARCH, MECH & PLUMBING DRAWINGS

EQUIPMENT - FOR LOCATION & SIZE SEE ARCH, MECH & PLUMBING DRAWINGS

W/ #17 TYPE TRACK

MODERN FOLD 931

FOLDING PARTITION

SG-501

(E) SLAB-ON-GRADE (T/SLAB = 0")

(E) SLAB-ON-GRADE (T/SLAB = -214/ ")

(E) CONCRETE UNDER SLAB ON GRADE

4. DO NOT DISTURB COLUMN PEDESTAL WHILE CUTTING (E) SLAN-ON-GRADE TO INSTALL NEW CART WASHER PAD

INSTALLED PER MANUFACTURER'S INSTRUCTIONS

3. EQUIPMENT PARTS TO BE INSTALLED DURING CONSTRUCTION SHALL BE IDENTIFIED BY THE CONTRACTOR & B) ANCHOR TO SLAB-ON-GRADE WITH 12/ " Ø HILTI KBTZ W/ 2' EFF EMBEDMENT PER ESR-1917

A) WELD L3X3X14/ ON 4 SIDES OF THE BASE WITH 116/ " THICK FILLET WELD

2. WHERE SEISMIC ANCHORAGE DETAIL IS NOT PROVIDED BY THE MANUFACTURER FOR EQUIPMENT < 1000LBS,

1. EQUIPMENT MANUFACTURERS SHALL PROVIDE SEISMIC ANCHORAGE DETAIL PER APPROPRIATE DESIGN CRITERIA.

NOTES

1A

SG-501

TO INSTALL NEW CART WASHER PAD

WHILE CUTTING (E) SLAB-ON-GRADE

DO NOT DISTURB COLUMN PEDESTAL

#4 @ 12" O.C.

(E) SLAB 2'-214/ "

8"

#4 @ 12" O.C.

(N) CIP PAD BENEATH

EQUIPMENT S3185

14" THICK PAD WITH

4" PIT @ UNIT LOCATION

2'-214/ "

#4 @ 12" O.C.

#4 @ 12" O.C.

6"

#4 @ 24" O.C. DOWEL

EFF EMBED LENGTH = 4"

USE HILTI HIT-RE500 (ESR-3814)

4/ "

4/ "

7'-10"

1'-0"

6" M

IN

2/ "

#4 @ 12" O.C. EA WAY

(E) SLAB -ON-GRADE

(N) CIP PAD BENEATH

EQUIPMENT S3185

14" THICK PAD WITH

4" PIT @ UNIT LOCATION

#4 @ 12" O.C. EA WAY

2"COVER TYP

6"

4"

#4 @ 12" O.C.

61"

8.

#4 @ 24" O.C. DOWEL

EFF EMBED LENGTH = 4"

USE HILTI HIT-RE500 (ESR-3814)

#4 @ 24" O.C. DOWEL

EFF EMBED LENGTH = 4"

USE HILTI HIT-RE500 (ESR-3814)

6'-6"

1' -2

1 2/ "

10"

8"

4/ "

5'-6" 2'-0"

2'-1"MIN

2/ "

6"X803 116/ "

EQUIPMENT

L3X3X14/

0'-6" LONG

116/

BEARING PLATE TO POST TYP

12/ " Ø HILTI KBTZ ANCHOR

W/ 2" EFF EMBED , ESR -1917

OR EQUIVALENT

(E) SLAB -ON-GRADE

REMOVE TOPPING AS PER ARCH DWGS

DURING ANCHORAGE INSTALLATION

TOPPING SHALL BE < 12/ " THICK

2" E

FF

E

M

BE

D 6"

ANCHORAGE CLIPS BY OTHERS

12/ " Ø HILTI KBTZ ANCHOR

W/ 314/ " EFF EMBED , ESR -1917

OR EQUIVALENT

(E) SLAB -ON-GRADE

REMOVE TOPPING AS PER ARCH DWGS

DURING ANCHORAGE INSTALLATION

TOPPING SHALL BE < 12/ " THICK

EQUIPMENT

4/ "

E

FF

E M

BE

D 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

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

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

SITE DEMOLITION PLAN - TEMPORARY

MODULAR BUILDING AND SPS TRAILERS

BVS

B100

GPL

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

TYPICAL CONCRETE PAD ON ROOF

SCALE = N.T.S3

TYP GRADE BEAM SECTION

SCALE = 1:122

RAMP/STAIR SUPPORT PLAN

SCALE = 1:123

CONCRETE PAD UNDER STAIR - SECTION

SCALE = 1:124

ROOF PLAN

SCALE: 14/ " = 1'-0"1

TYPICAL CURB DETAIL

SCALE: 1" = 1'-0"2

M.3

+0

C

B

D

TYP CURB DETAIL

SCALE = N.T.S.3

ROOF

8"

M

AT

C H

(E ) C

U R

B H

EI

G

H T

3"

EF

F.

E M

BE

D

112/ "

CLR

(E) SLAB ON DECK

8"X24" CURB

( 3 ) #4 LONG REBAR

#4 @ 1'-0" O.C. DOWEL

EFF. EMBED LENGTH = 3 "

USE HILTI HIT-HY200

(ESR-3187)

#4 D

O W

EL

"O

.C

SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS

#4 D

O W

EL

6" O

.C

#4 D

O W

EL

"O

.C

#4 D

O W

EL

6" O

.C

#4 D

O W

EL

"O

.C

#4 D

O W

EL

6" O

.C

#4 D

O W

EL

6" O

.C

EF

F

EM

BE

D

SG-141ROOF PLAN

/2

4/

:3 2:

pm

TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION

4. COMPLETE MODULAR UNIT & STAR & RAMP PLANS & CALCULATIONS SHALL BE SUBMITTED

INSTALL ITEMS DURING CONCRETE POUR.

3. CONTRACTOR SHALL COORDINATE WITH MODULAR UNIT MANUFACTURERS TO

2. MANUFACTURER TO PROVIDE ADEQUATE SUPPORTS AT THE EVERY 6'-10" X 11'-10" AREA OF RAMP/ STAIR

ONE DIRECTION & MAX 11'-10" SPACING IN THE OTHER DIECTION

1. CONCRETE PAD FOR STAIR AND RAMP CALCULATED USING MAX 6'-10" SPACING IN

NOTE:

EPOXY STRAIGHT BAR USING HILTI HIT-RE-500 W/ 238/ " EFF EMBEDD

4. PLACE VERTICAL DOWELS @ SPACING AS SHOWN ON PLANS

AFTER THE (E) AHU UNIT IS REMOVED UNTIL (N) UNIT IS PLACED

3. CONTRACTOR IS RESPONSIBLE FOR WEATHER PROOFING THE WORK AREA

FOR FINISHING INFORMATION SEE ARCH DRAWINGS

2. DEMO (E) CURB TO THE LEFT OF (N) AHU UNIT

MIN 15" STRAIGHT BAR LENGTH IN (N) CONCRETE AFTER BAR IS BENT

BED BAR 90 DEG AFTER EPOXY SETS.

EPOXY STRAINGHT BAR. USE HILTI HIT-RE500 W/ 6" EFF EMBED.

1. BENT EPOXY BARS TO PERP CURB-

(E)CURB TO BE DEMOLISHED

LEGEND

NOTES

SG-141

MECHANICAL UNITS

(N) CURB

#3 @ 16" O.C.

( 3 ) #5 TOP BARS

( 3 ) #5 BTM BARS

24"X18" GRADE BEAM

4. SPLICE LENGTH = 25" O.C. MIN EA SIDE OF SPLICE

3. FOR SPLICING USE 3 #5 BARS T&B

2. SPLICE CAGE MIN 10'-0" FROM CENTER 7 ATLEAST 2'-0" FROM PIER LOCATION

1. MAY BE BROUGHT TO SITE AS A CAGE

NOTE:

1' -6

2'-0"

42"X42" CONCRETE PAD

PLACE ONE PAD FOR SUPPORT @

EVERY 6'-10" X 11'-10" AREA

#3 @ 12" O.C.

#3 @ 12" O.C.

3' -6

3'-6"

42"X42" CONCRETE PAD

PLACE ONE PAD FOR SUPPORT @

EVERY 6'-10" X 11'-10" AREA

#3 @ 12" O.C.

#3 @ 12" O.C.

3'-6"

3' -6

W8X28

W

X3

W

X3

(E) STEEL (E) STEEL

(E) STEEL

4'-6"+/- 3"

(E ) S

TE

EL

PLACE AT AHU PERIMETER

CONCRETE CURB FOR AIR HANDLER UNIT (E

) S

TE

EL

(E

) S

TE

EL

(E) STEEL

(E) STEEL (E) STEEL

(E) STEEL

(E) STEEL

(E) STEEL

(E) STEEL

(E) STEEL (E) STEEL

(E) STEEL

(E ) S

TE

EL

(E ) S

TE

EL

(E ) S

TE

EL

(E ) S

TE

EL

W

X3

W

X3

SEE MECH DWGS FOR LOCATION

AH

U

P

ER

IM

ET

ER

C

U R

B

7' -0

( 3 ) #4 DOWEL TYP

SEE NOTE 1

15"

( 3 ) #4 DOWEL TYP

SEE NOTE 1

15"

( 3 ) #4 DOWEL TYP

SEE NOTE 1

15"

( 3 ) #4 DOWEL TYP

SEE NOTE 1

15"

(2) ( 3 ) #4 DOWEL TYP

SEE NOTE 1

15"

(2) ( 3 ) #4 DOWEL TYP

SEE NOTE 1

15"

(E ) C

U R

B

REFER TO MEP DRAWINGS FOR LOCATION & SIZE

PLACE CONCRETE PAD UNDER THE EQUIPMENT AS NEEDED PER DETAIL 3/ -

INSTALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS

(N) EQUIPMENT - SEE MEP DRAWINGS FOR MORE INFORMATION

DEMO (E)CURB PRIOR TO INSTALLING NEW CURB

(E) CURB

(E) CURB

(E) CURB

(E) CURB26

'-0

1 2/ "

'-0

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

'-0

"V .I.

F

CENTER AHU ANCHORS ON CURB CL

SEE MECH DWGS FOR LOCATION

1' -6

7'

-0

2' -6

7'

-0

2' -6

2'

-0

2/ "

C O

VE

R( 3 ) #4 DOWEL TYP

MIN 4" EFF EMBEDD TO (E) CONCRETE

W/ HILTI HIT-RE500 (ESR -3184)

BEND BAR AFTER EPOXY SETS

MIN 15" BEND INTO (N) CONCRETE

SEE PLANS FOR LOCATION

15"

#4 @ 8" @ 1'-0" EA SIDE OF AHU ANCHOR

(N) CURB

( 6 ) #6 LONG REBAR

(2) #4 @ 12" O.C. TYP

#4 @ 6" O.C. @ AHU ANCHOR

SEE PLANS FOR SPACING

MIN 238/ " EFF EMBEDD TO (E) CONCRETE

W/ HILTI HIT-RE500 (ESR -3184)

8/ "

M

AT

C H

(E ) C

U R

B H

EI

G

H T

1'-0" 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

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

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

SITE DEMOLITION PLAN - TEMPORARY

MODULAR BUILDING AND SPS TRAILERS

BVS

B100

GPL

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

TEMPORARY MODULAR UNIT FOUNDATION PLAN

SCALE: 14/ " = 1'-0"1

TYP GRADE BEAM SECTION

SCALE: 1" = 1'-0"2

RAMP/STAIR SUPPORT PLAN

SCALE = 1:123

CONCRETE PAD UNDER STAIR - SECTION

SCALE = 1:124

STERIS TEMPORARY MOBILE TRAILER UNIT SLAB ON GRADE PLAN

SCALE: 14/ " = 1'-0"3

SLAB ON GRADE SECTION

SCALE: 1" = 1'-0"4

MB

M.1

MA

M.4

M.3

M.2

M.3

+0

PE

R

M

AN

U

FA

C

TU

R

ER

'S D

R

AW

IN

G

S

PER MANUFACTURER'S DRAWINGS

GRADE BM CENTERED UNDER PIERS

PER MANUFACTURER'S DRAWINGS

GRADE BM CENTERED UNDER PIERS

G R

AD

E

BM

C

EN

TE

R

ED

U N

D

ER

P

IE

R S

PE

R

M

AN

U

FA

C

TU

R

ER

'S D

R

AW

IN

G

S

CLR TYP

6. ALL CONCRETE IS NORMAL WEIGHT 4000 PSI U.N.O.

ADEQUATE ANCHORAGE FOR RAMPS & STAIRS ACCESS.

5. CIVIL & MODULAR UNIT MANUFACTURER SHALL COORDINATE TO PROVIDE

RESPONSIBILITY OF THE MODULAR UNIT MANUFACTURER

4. ANY EQUIPMENT TO BE INSTALLED IN THE MODULAR UNIT SHALL BE THE

INSTALL ITEMS DURING CONCRETE POUR.

3. CONTRACTOR SHALL COORDINATE WITH MODULAR UNIT MANUFACTURERS TO

UNIT TO STRUCTURAL FOUNDATION

2. SEE MODULAR UNIT CONSTRUCTION DRAWINGS FOR ANCHORAGE OF MODULAR

TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION

1. COMPLETE MODULAR UNIT PLANS & CALCULATIONS SHALL BE SUBMITTED

NOTES:

TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION

4. COMPLETE MODULAR UNIT & STAR & RAMP PLANS & CALCULATIONS SHALL BE SUBMITTED

INSTALL ITEMS DURING CONCRETE POUR.

3. CONTRACTOR SHALL COORDINATE WITH MODULAR UNIT MANUFACTURERS TO

2. MANUFACTURER TO PROVIDE ADEQUATE SUPPORTS AT THE EVERY 6'-10" X 11'-10" AREA OF RAMP/ STAIR

ONE DIRECTION & MAX 11'-10" SPACING IN THE OTHER DIECTION

1. CONCRETE PAD FOR STAIR AND RAMP CALCULATED USING MAX 6'-10" SPACING IN

NOTE:

SG-150MODULAR UNIT

FOUNDATION PLAN

/2

4/

:3 2:

pm

( 3 ) #5 X 2'-8"

T&B LOOSE BARS

( 3 ) #5 X 2'-8"

T&B LAP BARS

TYP

( 3 ) #5 X 1'-8"

T&B LOOSE BARS

24"X18" GRADE BEAM

"X

"G

R

AD

E

BE

AM

24"X18" GRADE BEAM

"X

"G

R

AD

E

BE

AM

24"X18" GRADE BEAM

( 3 ) #5 X 2'-8"

T&B LOOSE BARS

'-1

0 "

SG-150

( 3 ) #5 X 2'-2"

T&B LOOSE BARS

( 3 ) #5 X 2'-8"

T&B LOOSE BARS

( 3 ) #5 X 2'-8"

T&B LOOSE BARS

( 3 ) #5 X 2'-8"

T&B LOOSE BARS

( 3 ) #5 X 1'-8"

T&B LOOSE BARS

( 3 ) #5 X 2'-8"

T&B LOOSE BARS

( 3 ) #5 X 2'-8"

T&B LOOSE BARS

( 3 ) #5 X 1'-8"

T&B LOOSE BARS

( 3 ) #5 X 1'-8"

T&B LOOSE BARS

G R

AD

E

BM

C

EN

TE

R

ED

U N

D

ER

P

IE

R S

SEE MANUFACTURER'S DRAWINGS FOR PIER & GRADE BEAM LOCATIONS

CENTER GRADE BEAM OVER PIERS

'-1

0"

'-1 0"

56'-0"

'-6

( 3 ) #5 BTM BARS

( 3 ) #5 TOP BARS

1' -6

#3 @ 16" O.C. TYP

#3 @ 6" O.C. @ 2'-0" EA SIDE OF PIER CL

24"X18" GRADE BEAM

5. PLACE GRADE BEAM @ EA PIER LINE - FOR LOCATIONS SEE MANUFACTURER'S DRAWINGS

4. SPLICE LENGTH = 25" O.C. MIN EA SIDE OF SPLICE

3. FOR SPLICING USE 3 #5 BARS T&B

2. SPLICE CAGE MIN 10'-0" FROM CENTER 7 ATLEAST 2'-0" FROM PIER LOCATION

1. MAY BE BROUGHT TO SITE AS A CAGE

NOTE:

BY MANUFACTURER

SEE MODULAR UNIT DRAWINGS

TO PIER CENTER LINE

MATCH GRADE BEAM CENTERLINE

2'-0"

3"

#3 @ 12" O.C.

42"X42" CONCRETE PAD

PLACE ONE PAD FOR SUPPORT @

EVERY 6'-10" X 11'-10" AREA#3 @ 12" O.C.

3'-6"

3' -6

#3 @ 12" O.C.

#3 @…