DRAWINGS - TEMPORARY SPS_Part2.pdf

ABBREVIATIONS CODES STANDARDS AND EXECUTIVE ORDERS

4' -0

M

A X

4' -0

M

A X

2' -1

0" M

A X

2' -3

M

IN

1'-6" MIN

1. GENERAL CONTRACTOR TO PROVIDE METAL SUPPORT BLOCKING

FOR ALL WALL MOUNTED ACCESSORIES, FIXTURES, AND EQUIPMENT.

SUPPORT BRACKETS TO BE PLACED AT ALL OPEN COUNTERTOPS -

18"-24" ON CENTER.

2. SPECIFIED MAXIMUMS ARE MEASURED FROM AFTER FINISHED

FLOOR TO THE OPERABLE PART OF THE FIXTURE.

3. FIXTURES SHOWN ARE REPRESENTATIONAL ONLY. NOT ALL

FIXTURES MAY BE USED. REFER TO SPECIFICATIONS FOR FIXTURE

TYPES USED IN THIS PROJECT.

4. FIXTURES MAY OVERLAP WAINSCOT. WHERE APPLICABLE, BACKING

TO BE PROVIDED AS SHIM FOR FLUSH APPLICATION. SHIM TO MATCH

SCHEDULED WALL FINISH.

6" MAX

9" M

IN

SHOWER

TOILET ROOM TURNING

RADIUS

DRINKING

FOUNTAINPAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

4' -0

M

A X

WASTE

RECEPTACLE

LAVATORY

WITH MIRROR

ON CENTER

WALL

4' -0

M

A X

SOAP

DISPENSER

2' -1

0" M

A X

3' -4

M

A X

17 MIN

2' -4

/4

M

IN

3' -0

M

A X

1'-5 1/2" MIN

WALL

3' -0

M

A X

4' -0

M

A X

1'-6" MIN

7 1/2" MIN

WALL

LAVATORY

WITH APRON

1' -5

M

A X

1'-6" MIN

URINAL

WALL

1'-6"

CLEAR FLOOR

5'-0"

CLEAR FLOOR

4'-8"

3'-0" MIN

2' -9

1'-0"

3'-6" MIN 1'-0"

4'-6" MIN

1' -5

1' -7

M

IN

2' -9

WALLWALL

4' -0

/4

M

A X

WALL HOOK

7' -6

CLOCK

WALL

FFE

4' -0

M

A X

4' -0

M

A X

TOILET SEAT

COVER

DISPENSER

BABY

CHANGING

STATION

CLEAR FLOOR SPACE

@ WATER CLOSET

60"

W A

LL

H

U N

G W

.C

*5 6"

30"

30"

HANDRAILS AND

BUMPERGUARDS

FIXTURE MOUNTING HEIGHTS AND CLEARANCES

18" MIN

M

IN

FRONT APPROACH,

PULL SIDE

36" MIN

M

IN

HINGE APPROACH,

PULL SIDE

HINGE APPROACH,

PULL SIDE

*12" MIN

M

IN

FRONT APPROACH,

PUSH SIDE

*4 2"

M

IN

HINGE APPROACH,

PUSH SIDE

22" MIN 24" MIN

*4 8"

M

IN

LATCH APPROACH,

PULL SIDE

24" MIN*4

2"

M

IN

LATCH APPROACH,

PUSH SIDE

*IF BOTH CLOSER

AND LATCH ARE

PROVIDED

*54" MIN IF CLOSER

IS PROVIDED

*48" IF CLOSER IS

PROVIDED

FRONT APPROACH,

PUSH SIDE

M

IN

42" MIN

M

IN

DOOR AND FIXTURE CLEARANCES

MATERIALS LEGEND

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER

FEASIBLE, AND TO PARTICIPATE IN VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• 2018 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) (IF APPLICABLE)

• NFPA 101 LIFE SAFETY CODE (MOST RECENT CODES APPLY) (SEE NOTES BELOW)

• 2018 NATIONAL FIRE CODES (NFPA)

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• 2020 VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2020 NATIONAL ELECTRICAL CODE (NEC)

• 2015 INTERNATIONAL PLUMBING CODE (IPC)

• 2019 ASME BOILER AND PRESSURE VESSEL CODE

• 2007 ASME CODE FOR PRESSURE PIPING

• 2015 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS INCLUDING VA SUPPLEMENT, VA BARRIER FREE DESIGN STANDARD (PG-18-13)

• 2017 ANSI ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

• 2019 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318)

• 2016 MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AMERICAN

INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 2006 DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL

BUILDINGS AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• 2006 FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• 2018 EXECUTIVE ORDER 13834: EFFICIENT FEDERAL OPERATIONS

• 2021 THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 01010 OF THE VA MASTER

CONSTRUCTION SPECIFICATION.

• 2016 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1- 2004.

• 2019 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15 – 2007.

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

3. THE CODES AND STANDARDS LISTED ABOVE ARE PART OF THE ORIGINAL DESIGN OF THE SPS RENOVATION AND EXPANSION PROJECT. THE TEMPORARY SPS LOCATED IN THE ED LOT USES MORE UP TO DATE CODES AND STANDARDS AS THEY WERE PART OF A CONTRACT MODIFICATION EXECUTED AT A LATER DATE. THESE CODES AND STANDARDS ARE LISTED ON THE TEMPORARY SPS LIFE SAFETY SHEETS AND AS APPLICABLE THROUGHOUT THE DRAWINGS AND

SPECS.

ASHRAE 90.1 - 2019 EDITION

BUILDING LOCATION: PALO ALTO, CALIFORNIA / SANTA CLARA COUNTY

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 3C

INTERIOR DESIGN CONDITIONS:

THE INTERIOR DESIGN TEMPERATURES FOR HEATING AND COOLING AS DEPICTED IN THE PROJECT DESIGN CONDITIONS SCHEDULE IN THE MECHANICAL CONTROL DRAWINGS SHALL BE THE MAXIMUM

AND MINIMUM VALUES FOR THE ASSOCIATED TEMPERATURE CONTROL ZONES.

BUILDING ENVELOPE REQUIREMENTS (TABLE 5.5-3):

ROOFS: REQUIRED: DESIGNED:

INSULATION ABOVE DECK R-25 c.i. EXISTING

METAL BUILDINGS: R-10 + R-19 FC EXISTING

ATTIC AND OTHER: R-38 EXISTING

WALLS, ABOVE GRADE

MASS: R-7.6 c.i. EXISTING METAL BUILDING: R-0 + R-9.8 c.i. EXISTING STEEL-FRAMED: R-13 + R-5 c.i. EXISTING

WOOD-FRAMED AND OTHER: R-13 EXISTING

WALL, BELOW GRADE

BELOW-GRADE WALL: NR EXISTING

FLOORS

MASS: R-10 c.i. EXISTING

STEEL-FRAMED: R-30 EXISTING

WOOD-FRAMED AND OTHER: R-30 EXISTING

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: NR EXISTING

HEATED SLABS: R-15 for 24 in. EXISTING

OPAQUE DOORS

SWINGING: U-0.370 EXISTING

NONSWINGING: U-0.310 EXISTING

VERTICAL FENESTRATION, U-FACTOR

FIXED: U-0.42 EXISTING

OPERABLE: U-0.54 EXISTING

ENTRANCE DOOR: U-0.68 EXISTING

SKYLIGHT, 0% TO 3% OF ROOF, U-FACTOR

ALL TYPES: U-0.55 EXISTING

DEFINITIONS

c.i. = CONTINUOUS INSULATION

NR = NO (INSULATION) REQUIREMENT

ENERGY REQUIREMENTS

N

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENTS SET. CONTRACTOR SHALL

CONFIRM ALL ITEMS REQUIRED BASED UPON THE OVERALL DESIGN INTENT OF THE

ENTIRE DOCUMENT SET.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, PRIOR TO BEGINNING ANY

WORK, TO CONFIRM THE ACCURACY OF THE DRAWINGS AND REPORT ANY

DISCREPANCIES TO THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY

ALL DIMENSIONS AND EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT

CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS-BY OF THE

CONSTRUCTION WORK. PROVIDE DUST PROOFING ENCLOSURES TO SEPARATE WORK

AREAS FROM THE EXISTING FACILITIES.

5. ALL TRASH AND DEBRIS TO BE REMOVED ON A DAILY BASIS.

6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES AND CONDITIONS TO REMAIN IN

PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE OCCUR, PATCH AND

REPAIR ANY DAMAGE TO ADJACENT FINISHES TO MATCH EXISTING.

7. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE REPAIRED

OR REPLACED BACK TO ITS ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE

OWNER.

8. COVER ALL RETURN AIR GRILLES WITHIN THE AREA OF CONSTRUCTION TO PREVENT

PARTICULATE MATERIAL FROM EXHAUSTING INTO SURROUNDING SPACES.

9. APPROPRIATE LIGHT FIXTURES SHALL BE TEMPORARILY SUSPENDED TO PROVIDE

ADEQUATE LIGHTING LEVELS FOR CONSTRUCTION.

10. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER

DISCIPLINES TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS. DRAWINGS, AS A

WHOLE, REPRESENT A COMPLETE SET AND DEPICT REQUIREMENTS FOR COMPLETE

AND OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE AND

ACCURATE INFORMATION TO COORDINATE COMPLETE AND OPERATIONAL SYSTEMS,

BUT DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL

DRAWINGS. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REFERENCE

OTHER SHEETS AND SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION

DOCUMENTS THAT REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE AND

OPERATIONAL GOAL. LACK OF COORDINATION AND REVIEW OF DRAWINGS AND

SPECIFICATIONS AS AN ENTIRE DOCUMENT TO INSTALL COMPLETE AND OPERATIONAL

SYSTEMS, BEING OBVIOUS AND TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE

DRAWINGS AND SPECIFICATIONS, SHALL NOT BE IN ANY WAY AN ADDITIONAL COST TO

THE GOVERNMENT.

11. CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, TO INTERRUPT ANY SUCH

SERVICES TO COR (CONTRACTING OFFICER’S REPRESENTATIVE) 7 DAYS IN ADVANCE

OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME

OF, AND APPROXIMATE DURATION OF SUCH INTERRUPTION. MAJOR INTERRUPTIONS

OF ANY SYSTEM MUST BE REQUESTED, IN WRITING, AT LEAST 60 CALENDAR DAYS

PRIOR TO THE DESIRED TIME AND SHALL BE PERFORMED AS DIRECTED BY THE COR.

MAJOR INTERRUPTIONS SHALL BE COORDINATED WITH OTHER MAJOR INTERRUPTIONS

AND MAY NOT BE SCHEDULED FOR ONE DISCIPLINE MORE THAN TWICE THROUGHOUT

THE OVERALL CONSTRUCTION SCHEDULE UNLESS REQUESTED IN WRITING AND

APPROVED BY THE COR. CONTRACTOR WILL BE ADVISED, IN WRITING, OF APPROVAL

OF REQUEST, OR OF WHICH OTHER DATE AND/OR TIME SUCH INTERRUPTION WILL

CAUSE THE LEAST INCONVENIENCE TO OPERATIONS OF THE MEDICAL CENTER.

INTERRUPTION TIME APPROVED BY THE MEDICAL CENTER MAY OCCUR AT TIMES

OTHER THAN CONTRACTOR'S NORMAL WORKING HOURS. SCHEDULE INTERRUPTION

MAY BE ON WEEKENDS OR LATE HOURS AND MAY NOT BE AN ADDITIONAL COST TO

THE GOVERNMENT. COORDINATE ALL INTERRUPTIONS THAT MAY AFFECT THE NORMAL

OPERATION OF THE FACILITY WITH THE COR WHEN SUBMITTING THE CONSTRUCTION

SCHEDULE OR UPDATES TO THE CONSTRUCTION SCHEDULE.

12. NO ASBESTOS CONTAINING MATERIALS ARE TO BE USED ON THIS PROJECT. SPUR

DESIGN, THE A/E OF RECORD, CAN CERTIFY THAT NO ASBESTOS CONTAINING

BUILDING MATERIALS (ACBM) OR LEAD BASED PAINT (LBP) PRODUCTS WERE

DESIGNED/SPECIFIED AS BUILDING MATERIAL IN ANY OF THE CONSTRUCTION

DOCUMENTS.

GENERAL NOTES

AREA NAME

150 SF

AE-101

A101

SIM

00000

00.0

AE-101

1 1

A101

LEVEL NAME

00'-00"

00'-00"

4B

3A

FIBERGLASS BATT INSULATION

ROOM NAME

000A

150 SF

/1 A101 X0000

6"

3' -0

M

A X

ROOM TAG

AREA TAG

SPECIALTY EQUIPMENT TAG

DOOR TAG

KEYED NOTE TAG

WALL TAG

WINDOW TAG

A101

SIM

A101

SIM

A

ACST ACOUSTIC

ADA AMERICANS WITH DISABILITIES ACT

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADDN ADDITION

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AE ARCHITECT/ENGINEER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIA AMERICAN INSTITUTE OF ARCHITECTS

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

AMT AMOUNT

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BOS BOTTOM OF STEEL

BOT BOTTOM

BRKT BRACKET

BTWN BETWEEN

C

CAB CABINET

CAV CAVITY

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR COLOR

CO CONTRACTING OFFICER

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CP CONTRACTOR PROVIDED

CP/CI CONTRACTOR PROVIDED / CONTRACTOR INSTALLED

CSWK CASEWORK

CTR CENTER

CU FT CUBIC FEET

D

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

E

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EQ EQUAL

EXIST EXISTING

EXP EXPOSED

EXT EXTERIOR

F

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FT FEET

FTG FOOTING

FV FIELD VERIFY

G

GR FL GROUND FLOOR

H

HDW HARDWARE

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HORIZ HORIZONTAL

HT HEIGHT

I

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

L

LAV LAVATORY

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LOC LOCATION

LT LIGHT

LVR LOUVER

M

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

N

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORIG ORIGINAL

P

PA PUBLIC ADDRESS

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PL PROPERTY LINE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PWR POWER

Q

QTY QUANTITY

R

RCP REFLECTED CEILING PLAN

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RFG ROOFING

RM ROOM

RO ROUGH OPENING

S

SCHED SCHEDULE

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

STD STANDARD

STOR STORAGE

T

TEL TELEPHONE

TEMP TEMPORARY

TFF TOP OF FINISH FLOOR

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

VC VA PROVIDED / CONTRACTOR

INSTALLED

VV VA PROVIDED / VA INSTALLED

W

W/ WITH

W/O WITHOUT

W/C WATER CLOSET

WC WHEELCHAIR

X

X BRACE CROSS BRACE

REFERENCE SYMBOLS IDENTIFICATION TAGS

NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS WILL BE UTILIZED FOR THIS PROJECT.

GRID HEAD AND

LINE

LEVEL INDICATOR

MATCH LINE AND

VIEW REFERENCE

NORTH ARROW W/

PROJECT NORTH

SPOT ELEVATION

DETAIL

SECTION

*48" MIN IF BOTH CLOSER

AND LATCH PROVIDED

WALL

SECTION

BUILDING

SECTION

DETAIL

ELEVATION

INTERIOR

ELEVATION

BUILDING

ELEVATION

1 1

BARIATRIC TOILET ROOM

TURNING RADIUS

CLEAR FLOOR SPACE

@ ADA LAVATORY

CLEAR FLOOR SPACE

@ ADA DRINKING

FOUNTAIN

MINERAL WOOL INSULATION

EXPANDED POLYSTYRENE INSULATION

POLYISOCYANURATE INSULATION

SPRAY-APPLIED CLOSED CELL INSULATION

SPRAY-APPLIED CLOSED CELL INSULATION

CONCRETE / PRECAST CONCRETE

EARTH / SOIL

SAND, EIFS FINISH, OR PLASTER FINISH

GYPSUM BOARD FINISH

BRICK

CONCRETE MASONRY UNIT

STONE / CAST STONE

GYPSUM BOARD

EXTERIOR SHEATHING BOARD

PLYWOOD

*59" FOR FLOOR

MOUNTED W.C.

T O

B .O

R

E F

LE

C

T

IV

E

S U

R F

A C

E

1"

M

IN 39"- 41"

7" - 9"

3"

1' -6

M

IN

3' -6

M

A X

FIRE EXTINGUISHER

CABINET

WEIGHT > 40LBS

5' -0

M

A X

FIRE EXTINGUISHER

CABINET

WEIGHT < 40LBS

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930 EXP. 12/31/2025

ENG KS COA. NO. E-2586 EXP. 12/31/2025

CIVIL/STRUCTURAL ENGR

H2B. INC.

1225 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

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

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

/2

/2

:3

:1

P

M

GENERAL INFORMATION

NSM 02 OF 72AJS

BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

05/30/2025

640-23-108

PALO ALTO VA MC

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

GI001

B100

SPUR #: 1795.07No. REVISION DESCRIPTION DATE

1 ASI 1 05.30.2025

WH

FD

FD

FD

1355 SF

CORRIDOR

102869 SF

ENTRY

F E

C

F E

C

1a

1b 1c

TRAVEL DIST. = 85'-0"

TRAVEL DIST. = 180'-9"

TRAVEL DIST. = 171'-8"

1.04

1.04

584 SF

CLEAN STORAGE

M-100

172 SF

WORKSTATION

M-100B

83 SF

OFFICE SPS CHIEF

M-101

119 SF

MANUAL CART WASH

M-102

61 SF

HAC

M-104

77 SF

TOILET FEMALE

M-108

86 SF

LOCKER FEMALE

M-107

77 SF

TOILET MALE

M-105

D O

O R

ACTUAL

CAPACITY

D O

O R

ACTUAL

CAPACITY

360 239 SF

CORRIDOR

M-103

107 SF

LOCKER MALE

M-106

119 SF

MANUAL CART WASH

M-102

123 SF

BIN ASSEMBLY

M-100A

77 SF

TOILET FEMALE

M-108

1.06

1d

T R

A V

E L

D

IS

T

'-6

F E

C

D O

O R

ACTUAL

CAPACITY

D O

O R

ACTUAL

CAPACITY

D O

O R

ACTUAL

CAPACITY

3469 SF

TEMPORARY CLEAN

SUPPLY STORAGE

MODULAR BUILDING

M-200

FEC 1

FEC FIRE EXTINGUISHER CABINET

EGRESS PATH TO BUILDING EXIT

EGRESS PATH STARTING POINT

EXIT LIGHT / SIGN

BUILDING EXIT / DIRECTION TO EXIT

OCCUPANT LOAD

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE

SPRINKLER SYSTEM THROUGHOUT PER NFPA 13

CONSTRUCTION TYPE: (TABLE A.8.2.1.2): TYPE V (000)

FIRE RESISTANCE RATINGS (TABLE A.8.2.1.2):

• COLUMNS: 0 HR

• BEAM, GIRDERS, TRUSSES: 0 HR

• FLOOR/CEILING ASSEMBLIES: 0 HR

• ROOF/CEILING ASSEMBLIES: 0 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: NO RATING REQUIRED (38.3.6.1.3)

CHAPTER 38: NEW 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

DEAD END CORRIDOR MAX DISTANCE: 50' (38.2.5.3.1)

MAXIMUM COMMON PATH OF TRAVEL: 100' (38.2.5.2.2)

MAXIMUM TRAVEL DISTANCE: 300' (38.2.6.3)

ALL EXIT DOORS PROVIDED ARE 36" LEAF MINIMUM

YIELDING 34" CLEAR EXIT WIDTH.

• 32" MINIMUM DOOR LEAF WIDTH

(NFPA 101-2024 7.2.1.2)

• 0.2"/PERSON (NFPA 101-2024 TABLE 7.3.3.1)

SMOKE COMPARTMENTALIZATION:

• NOT REQUIRED / NOT PROVIDED FOR

BUSINESS OCCUPANCIES.

FIRE ALARM SYSTEM:

• REQUIRED / PROVIDED.

STANDPIPES:

• NOT REQUIRED / NOT PROVIDED.

LIFE SAFETY REQUIREMENTS - NFPA 101-2024 EDITION

LIFE SAFETY LEGEND

KEY PLAN

RADIOLOGY BUILDING

BUILDING 100

BUILDING 102

BUILDING 05

TEMP.

MODULAR

OFFICE

TEMP. SPS

T E

M P

. S P

S

N

TEMP.

MODULAR

STORAGE

CORRIDOR

FIRE - 1 HOUR

PARTITION LEGEND

EXISTING PARTITION TO REMAIN IN PLACE

NEW NON-RATED WALL

EXISTING FIRE - 1 HOUR

TO REMAIN IN PLACE

MALE FEMALE

REQUIRED

WATER CLOSET LAVATORY

SHOWER

MODULAR BLDG PLUMBING FIXTURE COUNT SCHEDULE1

DRINKING

FOUNTAIN2 OTHER

- 1 SERVICE SINK

UNISEX MALE FEMALE UNISEX

PROVIDED 1 1 2 0 1 SERVICE SINK- 1 1 -

1 1 - 1 1 -

1. CALCULATIONS BASED ON MODULAR BUILDING INCLUDING 1,723 SF BUSINESS OCCUPANCY. FIXTURE COUNT

INCLUDES FIXTURES IN ROOMS M-105 AND M-108

2. PER IBC 2024, SMALL OCCUPANCIES (UNDER 15) DO NOT REQUIRE A DRINKING FOUNTAIN

1439 SF

SCS STORAGE

TRAILER

M-300

T R

A V

E L

D

IS

T

'-5

1e 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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930 EXP. 12/31/2025

ENG KS COA. NO. E-2586 EXP. 12/31/2025

CIVIL/STRUCTURAL ENGR

H2B. INC.

1225 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

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

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

/2

/2

:3

:2

P

M

TEMPORARY BUILDING LIFE SAFETY

PLANS

NSM 03 OF 72AJS

BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

05/30/2025

640-23-108

PALO ALTO VA MC

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

GI013

B100

SPUR #: 1795.07

N

1/8" = 1'-0"

SPS TRAILERS AND TEMPORARY BUILDINGS - LIFE SAFETY PLAN1

MODULAR ROOM SCHEDULE

ROOM NUMBER ROOM NAME ROOM AREA

101 ENTRY 869 SF

102 CORRIDOR 1355 SF

M-100 CLEAN STORAGE 584 SF

M-100A BIN ASSEMBLY 124 SF

M-100B WORKSTATION 171 SF

M-101 OFFICE, SPS CHIEF 83 SF

M-102 MANUAL BIN WASH 117 SF

M-103 CORRIDOR 239 SF

M-104 HAC 62 SF

M-105 TOILET MALE 66 SF

M-106 LOCKER MALE 107 SF

M-107 LOCKER FEMALE 105 SF

M-108 TOILET FEMALE 65 SF

M-200 TEMPORARY CLEAN SUPPLY STORAGE MODULAR BUILDING 3469 SF

M-300 SCS STORAGE TRAILER 1439 SF

OCCUPANT LOAD CALCULATIONS - MODULAR BUILDING

NUMBER ROOM NAME OCCUPANCY AREA SF / OCC. LOAD

M-100 CLEAN STORAGE STORAGE 584 SF 150 SF 4

M-100A BIN ASSEMBLY BUSINESS 124 SF 150 SF 1

M-100B WORKSTATION BUSINESS 171 SF 150 SF 2

M-101 OFFICE, SPS CHIEF BUSINESS 83 SF 150 SF 1

M-102 MANUAL BIN WASH BUSINESS 117 SF 150 SF 1

M-103 CORRIDOR BUSINESS 239 SF 150 SF 2

M-104 HAC BUSINESS 62 SF 150 SF 1

M-105 TOILET MALE BUSINESS 66 SF 150 SF 0

M-106 LOCKER MALE BUSINESS 107 SF 150 SF 1

M-107 LOCKER FEMALE BUSINESS 105 SF 150 SF 1

M-108 TOILET FEMALE BUSINESS 65 SF 150 SF 0

TOTAL OCCUPANT LOAD: 14

KEYNOTE LEGEND

1.04 PRE-FABRICATED TEMPORARY SPS TRAILER LAYOUT TO FOLLOW ALL CODE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO MAX TRAVEL DISTANCE, MINUMUM PLUMBING FIXTURE COUNT, AND MINIMUM

EGRESS DOOR WIDTH. SHOP DRAWINGS TO BE PROVIDED TO A/E FOR REVIEW.

1.06 FIRE SEPARATION BETWEEN EXISTING BUILDING AND TEMPORARY STRUCTURE NOT REQUIRED AS THEY

ARE OF THE SAME CONSTRUCTION TYPE.

LIFE SAFETY TRAVEL DISTANCES (TEMPORARY BUILDING)

DESCRIPTION MARK LS TRAVEL DISTANCE

TRAVEL DISTANCE 1a 171' - 8"

TRAVEL DISTANCE 1b 180' - 9"

TRAVEL DISTANCE 1c 85' - 0"

TRAVEL DISTANCE 1d 69' - 9"

TRAVEL DISTANCE 1e 65' - 5"

KEYNOTE LEGEND

1.04 PRE-FABRICATED TEMPORARY SPS TRAILER LAYOUT TO FOLLOW ALL CODE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO MAX TRAVEL DISTANCE, MINUMUM PLUMBING FIXTURE COUNT, AND MINIMUM

EGRESS DOOR WIDTH. SHOP DRAWINGS TO BE PROVIDED TO A/E FOR REVIEW.

1.06 FIRE SEPARATION BETWEEN EXISTING BUILDING AND TEMPORARY STRUCTURE NOT REQUIRED AS THEY

ARE OF THE SAME CONSTRUCTION TYPE.

OCCUPANT LOAD CALCULATIONS - MODULAR STORAGE

NUMBER ROOM NAME OCCUPANCY AREA SF / OCC. LOAD

M-200 TEMPORARY CLEAN SUPPLY STORAGE

MODULAR BUILDING

STORAGE 3469 SF 500 7

M-300 SCS STORAGE TRAILER STORAGE 1439 SF 500 3

TOTAL OCCUPANT LOAD: 10

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER

FEASIBLE, AND TO PARTICIPATE IN VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE

TECHNICAL INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• 2024 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• 2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC) (IF APPLICABLE)

• NFPA 101 LIFE SAFETY CODE (MOST RECENT CODES APPLY) (SEE NOTES BELOW)

• 2024 NATIONAL FIRE CODES (NFPA)

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• 2024 VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2023 NATIONAL ELECTRICAL CODE (NEC)

• 2021 INTERNATIONAL PLUMBING CODE (IPC)

• 2023 ASME BOILER AND PRESSURE VESSEL CODE

• 2024 ASME CODE FOR PRESSURE PIPING

• 2015 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS INCLUDING VA SUPPLEMENT, VA BARRIER FREE DESIGN STANDARD (PG-18-13)

• 2017 ANSI ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

• 2025 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318)

• 2023 MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AMERICAN

INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 2006 DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL

BUILDINGS AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• 2006 FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• 2018 EXECUTIVE ORDER 13834: EFFICIENT FEDERAL OPERATIONS

• 2021 THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 01010 OF THE VA MASTER

CONSTRUCTION SPECIFICATION.

• 2016 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1- 2004.

• 2019 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15 – 2007.

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

CODES STANDARDS AND EXECUTIVE ORDERS

No. REVISION DESCRIPTION DATE

N

1/8" = 1'-0"

LOADING DOCK - LIFE SAFETY PLAN2

B L D G

B L D G

W H

F D

F D

F D

RMD PATH

R M

D P

A T

H

RMD PATH

R M

D P

A T

H

1.05

S P

S T

R A

IL

E

R N

O .1

SPS TRAILER NO.2

TEMPORARY

MODULAR BUILDING

TEMPORARY

SPS TRAILER

STORAGE UNITS

1.05

PLAN LEGEND

PATH FOR DIRTY RMD CARTS TO THE TEMPORARY SPS TRAILERS.

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

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930 EXP. 12/31/2025

ENG KS COA. NO. E-2586 EXP. 12/31/2025

CIVIL/STRUCTURAL ENGR

H2B. INC.

1225 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

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

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

/2

/2

:3

:2

P

M

RMD PATH PLAN

NSM 04 OF 72AJS

BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

05/30/2025

640-23-108

PALO ALTO VA MC

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

GI014

B100

SPUR #: 1795.07

1" = 20'-0"

BLDG 100 - LEVEL 3 - REFERENCE PLAN2

1" = 20'-0"

BLDG 100 - LEVEL 1 - REFERENCE PLAN1N

N

RMD PATH

RMD PATH

RMD PATH

R M

D P

A T

H

KEYNOTE LEGEND

1.05 ELEVATOR S4 TO BE DESIGNATED AS ONLY FOR USE FOR THE RMD CART TRANSFERS. GC TO INSTALL

CARD READER TO CONTROL ACCESS TO ELEVATOR TO AUTHORIZED STAFF ONLY.

No. REVISION DESCRIPTION DATE