ATTACH BB DRAWINGS PART 1.pdf

N

LOCATION MAP

N

AREA MAP

PROJECT LOCATION

BLDG 100

FOOTHILL EXPRESSWAY

LO

O

P R

O A

D 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 #

U.S. DEPARTMENT OF VETERANS AFFAIRS

Revision: Date:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

FULLY SPRINKLERED

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: CHIEF OF STAFF

SHEET TITLE

APPROVED: CHIEF ENGINEERINGAPPROVED: ASSISTANT DIRECTOR

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

MEDICAL EQUIPMENT PLANNING

INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

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

G-000

COVER SHEET

ECO

B100

BGJ

FINAL BID DOCUMENTS

RENOVATION AND EXPANSION OF SPS

VA PROJECT NUMBER: 640-23-108

RENOVATION AND EXPANSION

OF SPS

03/03/2023

640-23-108

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

VA PALO ALTO HEALTHCARE SYSTEM

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

FINAL BID DOCUMENTS

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[10] PLUMBING

60 P-000 PLUMBING LEGEND

61 PD-100 PLUMBING WASTE/VENT DEMOLITION FLOOR PLAN - BASEMENT SPS

62 PD-101 PLUMBING SUPPLY DEMOLITION FLOOR PLAN - BASEMENT SPS

63 PD-102 PLUMBING MEDICAL GAS DEMOLITION FLOOR PLAN - BASEMENT SPS

64 PS-100 PLUMBING SITE PLAN - TEMPORARY SPS

65 PL-100 PLUMBING WASTE/VENT NEW WORK FLOOR PLAN - BASEMENT SPS

66 PP-100 PLUMBING SUPPLY NEW WORK FLOOR PLAN - BASEMENT SPS

67 PP-101 PLUMBING SUPPLY NEW WORK FLOOR PLAN - BASEMENT SPS

68 PJ-100 PLUMBING MEDICAL GAS NEW WORK FLOOR PLAN - BASEMENT SPS

69 P-301 PLUMBING WASTE AND VENT ISOMETRIC

70 P-302 PLUMBING SUPPLY ISOMETRIC

71 P-303 PLUMBING ISOMETRICS

72 P-401 PLUMBING PARTIAL PLANS

73 P-402 MODULAR BUILDING PLUMBING PLAN

74 P-501 PLUMBING DETAILS

75 P-601 PLUMBING SCHEDULES

[12] MECHANICAL

76 M-000 LEGEND AND ABBREVIATIONS

77 MD-100 MECHANICAL PIPING DEMOLITION FLOOR PLAN - BASEMENT SPS

78 MD-101 MECHANICAL HVAC DEMOLITION FLOOR PLAN - BASEMENT SPS

79 MD-105 MECHANICAL HVAC DEMOLITION ROOF PLAN

80 MP-100 MECHANICAL PIPING NEW WORK FLOOR PLAN - BASEMENT SPS

81 MH-100 MECHANICAL HVAC NEW WORK FLOOR PLAN - BASEMENT SPS

82 MH-101 MECHANICAL HVAC NEW WORK FLOOR PLAN - MODULAR BUILDING

83 MH-105 MECHANICAL HVAC NEW WORK - ROOF PLAN

84 M-201 MECHANICAL FLOW DIAGRAMS

85 M-202 MECHANICAL AIRFLOW PLAN

86 M-301 MECHANICAL SECTIONS

87 M-401 MECHANICAL ENLARGED PLANS

88 M-501 MECHANICAL DETAILS

89 M-502 MECHANICAL DETAILS

90 M-601 MECHANICAL SCHEDULES

91 M-701 MECHANICAL CONTROLS

92 M-702 MECHANICAL CONTROLS

93 M-703 MECHANICAL CONTROLS

94 M-704 MECHANICAL CONTROLS

[13] ELECTRICAL

95 E-000 ELECTRICAL LEGEND

96 ES-101 ELECTRICAL SITE PLAN - TEMPORARY SPS

97 ES-401 MODULAR BUILDING ELECTRICAL AND TECHNOLOGY FLOOR PLANS

98 ES-601 MODULAR BUILDING ONE-LINE DIAGRAM AND SCHEDULES

99 ED-100 ELECTRICAL LIGHTING DEMOLITION BASEMENT FLOOR PLAN

100 ED-200 ELECTRICAL POWER DEMOLITION BASEMENT FLOOR PLAN

101 ED-205 ELECTRICAL POWER DEMOLITION ROOF PLAN

102 EL-100 ELECTRICAL LIGHTING BASEMENT FLOOR PLAN

103 EP-100 ELECTRICAL POWER BASEMENT FLOOR PLAN

104 EP-101 ELECTRICAL POWER FIRST FLOOR PLAN

105 EQ-100 SPS MECHANICAL EQUIPMENT POWER BASEMENT FLOOR PLAN

106 EQ-105 SPS MECHANICAL EQUIPMENT POWER ROOF PLAN

107 E-401 ENLARGED ELECTRICAL FLOOR PLANS

108 E-501 ELECTRICAL DETAILS

109 E-601 ELECTRICAL ONE-LINE DIAGRAM

110 E-602 ELECTRICAL SCHEDULES

111 E-603 PANELBOARD SCHEDULES

[14] TECHNOLOGY

112 T-000 TECHNOLOGY LEGEND

113 TD-100 TECHNOLOGY DEMOLITION BASEMENT FLOOR PLAN

114 TN-100 TECHNOLOGY BASEMENT FLOOR PLAN

115 TI-100 PUBLIC ADDRESS BASEMENT FLOOR PLAN

116 TY-100 SECURITY BASEMENT FLOOR PLAN

117 T-401 ENLARGED TECHNOLOGY FLOOR PLANS

118 T-501 TECHNOLOGY DETAILS

119 T-601 TECHNOLOGY SCHEDULES AND RISER DIAGRAMS

TOTAL SHEETS: 119

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[01] GENERAL

01 G-000 COVER SHEET

02 GI001 GENERAL INFORMATION

03 GI002 RENDERINGS

04 GI011 BASEMENT LIFE SAFETY PLAN

05 GI012 INTERIM BASEMENT LIFE SAFETY PLAN

[05] CIVIL

06 C-001 COVER SHEET

07 CD-001 DEMOLITION PLAN

08 CS-001 DETAILS

09 CS-002 TOPOGRAPHIC SURVEY

10 CS-003 SITE IMPROVEMENT PLAN

11 CS-004 HYDRANT COVERAGE DIAGRAM

12 CG-001 EROSION CONTROL PLAN

[07] STRUCTURAL

13 SG-001 GENERAL NOTES

14 SG-002 SHEET LIST, LEGEND & ABBREVIATIONS

15 SG-101 BASEMENT EQUIPMENT PAD PLAN

16 SG-141 ROOF PLAN

17 SG-150 MODULAR UNIT FOUNDATION PLAN

18 SG-501 TYPICAL DETAILS

19 SG-502 MEP CONNECTION DETAILS

[08] ARCHITECTURAL

20 AD-001 SITE DEMOLITION PLAN

21 AD-002 SITE DEMOLITION PLAN - TEMPORARY MODULAR BUILDING AND SPS TRAILERS

22 AD-100 BASEMENT DEMOLITION FLOOR PLAN

23 AD-101 BASEMENT DEMOLITION RELECTED CEILING PLAN

24 AD-102 ROOF DEMOLITION PLAN

25 AS-001 ARCHITECTURAL SITE PLAN

26 AS-002 TEMPORARY MODULAR BUILDING SITE PLAN

27 AE-001 PARTITION TYPES

28 AE-101 OVERALL BASEMENT PLAN

29 AE-102 BASEMENT REFERENCE PLAN

30 AE-103 BASEMENT DIMENSION PLAN

31 AE-140 OVERALL ROOF PLAN

32 AE-141 ROOF PLAN

33 AE-150 MODULAR BUILDING - FLOOR PLANS

34 AE-151 MODULAR BUILDING - SIGNAGE PLAN

35 AE-250 MODULAR BUILDING - EXTERIOR ELEVATIONS AND SECTIONS

36 AE-350 MODULAR BUILDING - ENLARGED PLANS & INTERIOR ELEVATIONS

37 AE-401 ENLARGED PLANS

38 AE-501 CEILING DETAILS

39 AE-511 PLAN AND SECTION DETAILS

40 AE-601 DOOR SCHEDULE & WINDOW TYPES

41 AF-701 FLOOR FINISH PLAN

42 AF-711 FINISH SCHEDULE

43 AF-901 MILLWORK

44 AC-130 BASEMENT REFLECTED CEILING REFERENCE PLAN

45 AC-131 BASEMENT REFLECTED CEILING DIMENSION PLAN

46 AQ-801 BASEMENT EQUIPMENT PLAN

47 AQ-802 ENLARGED EQUIPMENT PLANS & INTERIOR ELEVATIONS

48 AQ-803 ENLARGED EQUIPMENT PLANS & INTERIOR ELEVATIONS

49 AQ-804 ENLARGED EQUIPMENT PLANS & INTERIOR ELEVATIONS

50 AQ-805 ENLARGED EQUIPMENT PLANS & INTERIOR ELEVATIONS

51 AQ-806 ENLARGED EQUIPMENT PLANS & INTERIOR ELEVATIONS

52 AQ-807 ENLARGED EQUIPMENT PLANS & INTERIOR ELEVATIONS

53 AQ-808 BASEMENT SIGNAGE

[09] FIRE PROTECTION

54 FA-001 FIRE ALARM GENERAL DIAGRAMS, LEGENDS, AND NOTES

55 FA-101 FIRE ALARM AUDIBILITY FLOOR PLAN

56 FA-102 FIRE ALARM FLOOR PLAN

57 FA-110 FIRE ALARM PLAN, NOTES, LEGEND, AND DIAGRAMS - MODULAR BUILDING

58 FX-101 FIRE SUPPRESSION GENERAL NOTES AND HAZARD CLASSIFICATION FLOOR PLAN

59 FX-110 FIRE SUPPRESSION PLAN, NOTES, LEGEND, AND DIAGRAMS - MODULAR BUILDING

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 ACCESIBLE 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.

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

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

GI001

GENERAL INFORMATION

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