Design Drawings General_654-212.pdf

U.S. DEPARTMENT OF VETERANS AFFAIRS

GENERAL 30x42 DRAWINGS

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

VA PROJECT NUMBER: 654-212

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[01] GENERAL

01 GI000 COVER SHEET

02 GI001 GENERAL INFORMATION

03 GI011 LIFE SAFETY PLANS

04 GI021 PHASING PLANS

CENTRAL UTILITY PLANT

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 Number

CONSULTANTS:

Drawing # OF

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

(405) 842-6100

CODY DOUGLAS

ARCH - SETH A. CAVIN #7580 EXP. 12/31/2023

MECH - JAMES R. MYLES #027005 EXP. 12/31/2023

ELEC - BRADY MERZ #027238 EXP. 12/31/2023

CIVIL ENGINEER

CALIBRE ENGINEERING

9090 S. RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH, CO 80129

(303) 730-0434

BEN MURPHY

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVENUE, SUITE 100

KANSAS CITY, MO. 64108

(913) 369-7200

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

FULLY SPRINKLERED

STRUCTURAL ENGINEER

DEGENKOLD ENGINEERS

375 BEALE STEET, SUITE 500

SAN FRANCISCO, CA 94105

(415) 354-6439

ROBERT GRAFF

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FRANK FINLEY

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

:2 :3

A

M

COVER SHEET

CAB 01 95NR

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

VA PROJECT NUMBER: 654-212

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

LEVEL 1 SD2 RFP

GI000

SPUR #: 1791.06

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[01] GENERAL

01 GI000 COVER SHEET

02 GI001 GENERAL INFORMATION

03 GI011 LIFE SAFETY PLANS

04 GI021 PHASING PLANS

[02] CIVIL

05 GC100 CIVIL COVER SHEET

06 CE101 EXISTING CONDITIONS PLAN FOR CUP SITE

07 CE102 EXISTING CONDITIONS PLAN FOR NEW PAVED PARKING LOT SITE

08 CP100 CIVIL PHASING PLAN

09 CD101 DEMOLITION PLAN FOR CUP SITE

10 CD102 DEMOLITION PLAN FOR NEW PAVED PARKING LOT SITE

11 CS101 SITE PLAN FOR NEW CUP SITE

12 CS102 SITE PLAN FOR NEW PAVED PARKING LOT SITE

13 CS103 SITE PLAN FOR NEW PAVED PARKING LOT SITE - INTERIM

14 CS200 CIVIL SITE DETAILS

15 CS201 CIVIL SITE DETAIL 2

16 CS202 CIVIL SITE DETAIL 3

17 CG101 GRADING PLAN FOR CUP SITE

18 CG102 GRADINL PLAN FOR NEW PAVED PARKING LOT SITE

19 CU101 UTILITY PLAN FOR CUP SITE

20 CU102 UTILITY PLAN FOR NEW PAVED PARKING LOT SITE

21 CU200 UTILITY DETAILS

[03] STRUCTURAL

22 S-001 GENERAL NOTES

23 S-002 SYMBOLS AND ABBREVIATIONS

24 SB111 FOUNDATION AND GROUND LEVEL PLAN

25 SF112 MEZZANINE AND ROOF LEVEL FRAMING PLAN

26 S-201 BUILDING ELEVATIONS

27 S-301 BUILDING SECTIONS

28 S-501 TYPICAL CONCRETE DETAILS

29 S-502 TYPICAL MASONRY DETAILS

30 S-503 TYPICAL MASONRY DETAILS

31 S-504 TYPICAL STEEL DETAILS

32 S-505 TYPICAL DECK DETAILS

[04] ARCHITECTURAL

33 AS000D ARCHITECTURAL SITE PLAN - DEMO

34 AS000 ARCHITECTURAL SITE PLAN - REFERENCE

35 AS002D ARCHITECTURAL SITE PLAN - NEW

36 AE021 PARTITION TYPES

37 AE101 REFERENCE PLANS

38 AE111 DIMENSION PLANS

39 AE121 ROOF PLAN

40 AC131 REFLECTED CEILING PLANS

41 AE201 BUILDING ELEVATIONS

42 AE301 BUILDING SECTIONS

43 AE311 WALL SECTIONS

44 AE401 INTERIOR ELEVATIONS AND ENLARGED PLANS

45 AE402 INTERIOR ELEVATIONS AND ENLARGED PLANS

46 AE403 INTERIOR DETAILS - TYP.

47 AE601 DOOR SCHEDULE

48 AF701 FINISH FLOOR PLANS

AREA

PLAN

N

LOCATION

PLAN

N

PROJECT LOCATION

PROJECT

LOCATION

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

49 AE901 3D BUILDING SECTION VIEWS

50 AE902 PERSPECTIVE VIEWS

[05] PLUMBING

51 P-000 PLUMBING LEGEND

52 P-101 PLUMBING PLANS

53 P-501 PLUMBING DETAILS

54 P-502 PLUMBING DETAILS

55 P-503 PLUMBING DETAILS

56 P-601 PLUMBING SCHEDULES

[06] MECHANICAL

57 M-000 LEGEND AND ABBREVIATIONS

58 MH101 MECHANICAL FIRST FLOOR PLAN

59 MH102 MECHANICAL FLOOR PLAN AND ROOF PLAN

60 M-401 MECHANICAL FLOW DIAGRAMS

61 M-402 MECHANICAL FLOW DIAGRAMS

62 M-403 MECHANICAL FLOW DIAGRAMS

63 M-501 MECHANICAL DETAILS

64 M-502 MECHANICAL DETAILS

65 M-503 MECHANICAL DETAILS

66 M-504 MECHANICAL DETAILS

67 M-505 MECHANICAL DETAILS

[07] ELECTRICAL

68 E-000 ELECTRICAL LEGEND AND ABBREVIATIONS

69 ES101 ELECTRICAL SITE PLANS

70 ES102 ELECTRICAL SITE PLAN - CUP

71 EP101 ELECTRICAL POWER FLOOR PLAN - LEVEL 1

72 EP102 ELECTRICAL POWER FLOOR PLAN - MEZZANINE LEVEL

73 EP103 ELECTRICAL POWER FLOOR PLAN - ROOF

74 EL201 ELECTRICAL LIGHTING PLAN

75 EL202 ELECTRICAL LIGHTING PLAN - MEZZANINE LEVEL

76 E-600 NEW ELECTRICAL ONE-LINE DIAGRAM

77 E-601 NEW ELECTRICAL ONE-LINE DIAGRAM

[08] TELECOM

78 TS101 TELECOMMUNICATIONS SITE PLAN

79 TS102 TELECOMMUNICATIONS SITE PLAN - CUP

80 T-000 TELECOMMUNICATIONS SYMBOLS AND LEGENDS

81 TN101 LEVEL 1 - TELECOMMUNICATIONS FLOOR PLAN

82 TN102 MEZZANINE LEVEL - TELECOMMUNICATIONS FLOOR PLAN

83 TN402 TELECOMMUNICATIONS ENLARGED PLANS

84 TN500 TELECOM DETAILS

85 TN600 TELECOM RISERS AND DIAGRAMS

86 TY101 LEVEL 1 - SECURITY FLOOR PLAN

87 TY102 MEZZANINE LEVEL - SECURITY FLOOR PLAN

88 TY402 SECURITY ENLARGED PLANS

89 TY500 SECURITY DETAILS

90 TY600 SECURITY RISER AND DIAGRAMS

TOTAL SHEETS: 95

PROJECT

LOCATION

BELLI DR

BURNS ST

K

IR

M A

N A

V E

E TAYLOR ST

BALZAR CIR

K

IR

M A

N A

V E

E TAYLOR ST

VASSAR ST

S W

E

LL

S A

V E

DWIGHT D. EISENHOWER HIGHWAY

M A

R T

IN

LU

T H

E R

K

IN

G

JR

M E

M O

R

IA

L H

IG

H W

A Y

E 2ND ST

K

IE

T Z

K E

R L

N

S V

IR

G

IN

IA

S T

LO

C

U S

T S

T

No. REVISION DESCRIPTION DATE

[09] FIRE PROTECTION

91 FA001 FIRE ALARM NOTES, MATRIX, RISERS

92 FA101 FIRE ALARM FLOOR PLANS

93 FA500 FIRE ALARM DETAILS

94 FX101 FIRE SUPPRESSION FLOOR PLANS

FX500 FIRE SPRINKLER DETAILS95

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.

2. PROVIDE ADA SUPPORT BRACKETS PLACED AT ALL OPEN

COUNTERTOPS @ 36"-48" MAX ON CENTER.

3. SPECIFIED MAXIMUMS ARE MEASURED FROM AFTER

FINISHED FLOOR TO THE OPERABLE PART OF THE FIXTURE.

4. FIXTURES SHOWN ARE REPRESENTATIONAL ONLY. NOT ALL

FIXTURES MAY BE USED. REFER TO SPECIFICATIONS FOR

FIXTURE TYPES USED IN THIS PROJECT.

5. 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

VA TOILET ROOM

TURNING RADIUS

DRINKING

FOUNTAIN

PAPER 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

T O

B .O

. R E

F

LE

C T

IV

E

S U

R F

A C

E

3' -4

"M A

X

17 MIN

2' -3

M

IN

3' -0

M

A X

1'-6" MIN

WALL

2' -9

" 4' -0

M

IN

2'-0" MIN

8" MIN

WALL

LAVATORY

WITH APRON

1' -5

M

A X

1'-6" MIN

URINAL

WALL

1'-5" - 1'-7" (AMBULATORY)

1'-4" - 1'-6" (WHEELCHAIR)

CLEAR FLOOR

5'-6"

CLEAR FLOOR

6'-0"

3'-0" MIN

2' -9

3' -0

1'-0" MIN

3'-6" MIN 1'-0"MAX

4'-6" MIN

1' -5

'-7

1' -6

M

IN

A N

S I I

C C

A

7.

1)

1' -3

M

IN

A D

A /A

B A

2' -9

'-0

WALL

WALL

4' -0

M

A X

WALL HOOK

7' -0

CLOCK

WALL

FINISHED FLOOR

FIRE EXTINGUISHER

CABINET

WEIGHT > 40LBS

FIRE EXTINGUISHER

CABINET

WEIGHT < 40LBS

4' -0

"M A

X

4' -0

M

A X

TOILET SEAT

COVER

DISPENSER

BABY

CHANGING

STATION

CLEAR FLOOR SPACE

@ WATER CLOSET

5'-6"

2'-6"

4' -0

2'-6"

4' -0

HANDRAILS AND

BUMPER GUARDS

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" MIN48

M

IN

FRONT APPROACH,

PUSH SIDE

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

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/).

• 2021 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) (IF APPLICABLE)

• 2021 NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• 2021 NATIONAL FIRE CODES (NFPA)

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

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

• 2021 INTERNATIONAL MECHANICAL CODE

• 2023 NATIONAL ELECTRICAL CODE (NEC), NFPA 70

• 2021 INTERNATIONAL PLUMBING CODE (IPC)

• 2016 SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• 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 STRUCTURAL CONCRETE AND COMMENTARY, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318-19)

• 2017 STEEL CONSTRUCTION MANUAL (15TH EDITION), AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 2007 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 010000 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

• 2019 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1

• 2019 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15

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: RENO, NV

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 5B

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 (5.5 )

BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 4 (A,B,C)

ROOFS REQUIRED DESIGNED

INSULATION: R-30. c.i. TBD

METAL BUILDINGS: R-19 TBD

ATTIC AND OTHER: R-49 N/A

WALLS, ABOVE GRADE

MASS: R-11.4 c.i. TBD

METAL BUILDING: R-19.0 TBD

STEEL-FRAMED: R-13.0 + R-10.0 c.i. TBD WOOD-FRAMED AND OTHER: R-13.0 + R-7.5 c.i. TBD

FLOORS

MASS: R-14.6 c.i. TBD

STEEL-FRAMED: R-30 TBD

WOOD-FRAMED AND OTHER: R-30 TBD

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: N/A N/A

OPAQUE DOORS

SWINGING: U-0.370 TBD

NONSWINGING: U-0.310 TBD

FENESTRATION (TABLE 5.5-4):

VERTICAL FENESTRATION, U-FACTOR

NONMETAL FRAMING: U-0.35 TBD

METAL FRAMING: U-0.45 TBD

(CURTAINWALL/STOREFRONT)

METAL FRAMING U-0.80 TBD

(ENTRANCE DOOR)

METAL FRAMING U-0.55 TBD

(ALL OTHERS)

DEFINITIONS

TBD = TO BE DETERMINED

c.i = CONTINUOUS INSULATION Ls = LINEAR SYSTEM

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. IN ADDITION, DAMAGE TO NON-VA PROPERTY AND EQUIPMENT SHALL BE THE

RESPONSIBLITY OF THE CONTRACTOR.

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. PER RENO VA FMS POLICY- CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, TO

INTERRUPT ANY SUCH SERVICES TO COR (CONTRACTING OFFICER’S

REPRESENTATIVE) 72 HOURS 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, WHICH ARE ACTIONS THAT HAVE

THE POTENTIAL TO IMPACT PATIENT CARE, 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

A101

A101

SIM

A

00.0

A101

1 1

A101

LEVEL NAME

00'-00"

00'-00" 4B

3A

FIBERGLASS BATT

INSULATION

RIGID INSULATION

CONCRETE / PRECAST

CONCRETE

EARTH / SOIL

SAND, EIFS FINISH, OR

PLASTER FINISH

GYPSUM BOARD FINISH

BRICK

CONCRETE MASONRY

UNIT

STONE / CAST STONE

GYPSUM BOARD SECTION

EXTERIOR SHEATHING

BOARD SECTION

PLYWOOD SECTION

CLEAN UTILITY

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

ACB ACOUSTIC CEILING BAFFLE

ACP ACOUSTIC CEILING PANEL

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

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM (TRIM)

AMT AMOUNT

APPROX APPROXIMATE

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

AT ACOUSTIC CEILING TILE

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

CBB CONCRETE BACKER BOARD

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CH BD CHALK BOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

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

CPT CARPET/CARPET TILE

CS CONCRETE SEALED

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

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

DS DOWNSPOUT

DWG DRAWING

DWP DIMENSIONAL WALL PANEL

E

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPY EPOXY FLOORING

EQ EQUAL

ETR EXISTING TO REMAIN

EX EXISTING

EXP EXPOSED

EXT EXTERIOR

F

FAB FABRIC

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

FP FIRE PROTECTION

FR FIRE RESISTANT

FT FEET

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G

GDR GUARDRAIL

GL GLASS/GLAZING

GRAN GRANITE

GR FL GROUND FLOOR

GT GROUT

GSM GALVANIZED SHEET METAL

GYP BD GYPSUM BOARD

H

HDW HARDWARE

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

I

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J

J-BOX JUNCTION BOX

L

LAV LAVATORY

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LN LINOLEUM

LOC LOCATION

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

M

MAT CARPET MAT / WALK-OFF MAT

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

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P

P PAINT

PA PUBLIC ADDRESS

PBD PARTICLE BOARD

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRB PROFILE BASE

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE

PWR POWER

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

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

6'- 0"

5'- 6"

BARIATRIC TOILET ROOM

TURNING RADIUS

CLEAR FLOOR SPACE

@ ADA LAVATORY

CLEAR FLOOR SPACE @ ADA

DRINKING FOUNTAIN

4"

6"

3"

6" 1'

-6

6" MAX

7" - 9" 11" MIN

17" - 25"

M

IN

6' -0

(ANSI ICC A117.1)

39"- 41"

(A N

S I I

C C

A

7.

1)

M

IN

(A N

S I I

C C

A

7.

1)

1"

3' -6

M

A X

5' -0

M

A X

R

RAF RESILIENT ATHLETIC FLOORING

RB RUBBER BASE/RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RES RESINOUS FLOORING

RES-W RESINOUS / EPOXY WALL / CEILING

RF RUBBER FLOORING

RFG ROOFING

RM ROOM

RO ROUGH OPENING

RP RESIN PANEL

RSF RESILIENT SHEET FLOORING

RV ROOF VENT

RWC RIGID VINYL WALLCOVERING

S

SC SPECIALTY COATING

SD STATIC DISSIPATIVE FLOORING/TILE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SOLID SURFACE

ST STONE

STD STANDARD

STOR STORAGE

SV SHEET VINYL (ROLLED OR TILE)

T

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TOF TOP OF FOOTING/ FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF SLAB/ STEEL

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

VC VA PROVIDED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VFAT VINYL FACED ACOUSTICAL TILE

VP VENEERED PLASTER

VT VINYL TILE

VV VA PROVIDED / VA INSTALLED

VWC VINYL WALLCOVERING

VWF VINYL WALL FABRIC

W

W/ WITH

W/O WITHOUT

W/C WATER CLOSET

WC WHEELCHAIR

WD WOOD

WFAB WALL FABRIC

WPM WATERPROOF MEMBRANE

WSF WELDED SHEET FLOOR

X

X BRACE CROSS BRACE

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 Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

(405) 842-6100

CODY DOUGLAS

ARCH - SETH A. CAVIN #7580 EXP. 12/31/2023

MECH - JAMES R. MYLES #027005 EXP. 12/31/2023

ELEC - BRADY MERZ #027238 EXP. 12/31/2023

CIVIL ENGINEER

CALIBRE ENGINEERING

9090 S. RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH, CO 80129

(303) 730-0434

BEN MURPHY

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVENUE, SUITE 100

KANSAS CITY, MO. 64108

(913) 369-7200

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

FULLY SPRINKLERED

STRUCTURAL ENGINEER

DEGENKOLD ENGINEERS

375 BEALE STEET, SUITE 500

SAN FRANCISCO, CA 94105

(415) 354-6439

ROBERT GRAFF

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FRANK FINLEY

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

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S. KELLY AVE. SUITE H2

EDMOND, OK 73003

(405) 856-2965

/1

/2

:1

:0

P

M

GENERAL INFORMATION

CAB 02 92NR

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

GI001

SPUR #: 1791.06

No. REVISION DESCRIPTION DATE

UP

UPDN

DN

NEW 1 HOUR FIRE RATED WALLS

NEW NON-RATED WALLS

PARTITION LEGEND

BUILDING HEIGHT: BUILDING 16

1 STORY AND A MEZZANINE LEVEL, APPROX. 35'-0" HEIGHT

BUILDING AREA:

AREA LIMITATION: 69,000 SQUARE FEET (2021 IBC TABLE 506.2)

FIRST FLOOR 8,136 GROSS SQUARE FEET

MEZZANINE 2,821 GROSS SQUARE FEET

TOTAL 10,957 GROSS SQUARE FEET

NFPA 101-2021 CHAPTER 7- TABLE 7.3.1.2 OCCUPANT LOADS

NFPA 101-2021 CHAPTER 7- 7.2.1.2.3.2) MINIMUM DOOR LEAF WIDTH

MINIMUM DOOR OPENING WIDTH OF 32"

NFPA 101-2021 CHAPTER 7- TABLE 7.3.3.1 CAPACITY FACTORS

NFPA 220-2021 CHAPTER 4- TABLE 4.1.1

CONSTRUCTION TYPE: TYPE II (000)

FIRE RESISTANCE RATINGS

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:

NON COMBUSTIBLE MATERIALS FOR STRUCTURAL FRAME, FLOORS, ROOF DECK, EXTERIOR

NON-BEARING WALLS, INTERIOR NON-BEARING WALLS (U.N.O. AT EXTERIOR)

NFPA 101-2021 CHAPTERS 40 & 42 TRAVEL DISTANCE

NFPA 101-2021 CHAPTERS 40 & 42 COMMON PATH OF TRAVEL

NFPA 101-2021 CHAPTERS 40 & 42 DEAD END CORRIDOR

PROTECTED AREAS: STORAGE ROOMS/CLEAN/SOILED:

PER VA FIRE PROTECTION DESIGN MANUAL 3.1.A, STORAGE ROOMS ARE HAZARDOUS AREAS.

PER NFPA 101: 39.3.2.1, HAZARDOUS AREAS SHALL BE PROTECTED AS STATED IN SECTION 8.7.

PER NFPA 101: 8.7, ANY AREA HAVING A DEGREE OF HAZARD GREATER THAN THAT NORMAL

TO THE GENERAL OCCUPANCY SHALL BE PROVIDED BY ONE OF THE FOLLOWING:

• 1 HR FIRE BARRIER OR PROTECTING THE AREA WITH AUTOMATIC EXTINGUISHING SYSTEM

1 HR FIRE BARRIER WITH SPRINKLER PROTECTION, PROVIDED.

SMOKE COMPARTMENTALIZATION: NOT REQUIRED FOR BUSINESS OCCUPANCIES, NOT PROVIDED.

FIRE ALARM SYSTEM: REQUIRED / PROVIDED MANUAL SYSTEM.

STANDPIPES: NOT REQUIRED / NOT PROVIDED.

LIFE SAFETY CODE ANALYSIS

LIFE SAFETY LEGEND

FIRE EXTINGUISHER CABINET

EXIT LIGHT / SIGN

NOT IN SCOPE

BUILDING EXIT

EGRESS PATH

EGRESS START

FEC

296 SF

OXYGEN YARD

N3112

369 SF

ELECTRICAL

SWITCHGEAR

N3113

587 SF

GENERATORS

N3114

804 SF

CONTROL

ROOM

N3115

193 SF

CONFERENCE /

BREAK ROOM

N3116

71 SF

RESTROOM

N3117

72 SF

RESTROOM

N3118

507 SF

ELECTRICAL

UTILITY ROOM

N3108

137 SF

OFFICE

N3106

87 SF

ELEC

N3107

147 SF

CORRIDOR

N3105

66 SF

HAC

N3104

131 SF

STORAGE

ROOM

N3103

194 SF

STEAM PIT

N3102

2529 SF

BOILER AREA

N3101

1298 SF

CHILLERS

N3111

59 SF

RISER ROOM

N3110

62 SF

PIT

N3109

TRAVEL DISTANCE 63' - 6"

T R

A V

E L

D

IS

T A

N C

E

6"

TRAVEL DISTANCE

92' - 0"

TRAVEL DISTANCE 59' - 0"

T R

A V

E L

D

IS

T A

N C

E

2'

6"

TRAVEL DISTANCE

112' - 6"

TRAVEL DISTANCE

75' - 6"

INDUSTRIAL,

SPECIAL-PURPOSE

8136 SF

FEC

FEC

F E

C

TRAVEL DISTANCE 34' - 0"

178 SF

TR

N3203

100 SF

SECURITY

N3204

516 SF

EMERGENCY

PANELS

N3205

254 SF

CORRIDOR

N3206

1357 SF

ELECTRICAL

AREA

N3201

1629 SF

COOLER

TOWERS &

PUMPS

N3202

T R

A V

E L

D

IS

T A

N C

E

7'

6"

T R

A V

E L

D

IS

T A

N C

E

7'

6"

T R

A V

E L

D

IS

T A

N C

E

1'

0"

1.02

1.02

F E

C

F E

C

INDUSTRIAL,

SPECIAL-PURPOSE

2700 SF

INDUSTRIAL USE, SPECIAL-PURPOSE

PARTITION LEGEND

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 Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

(405) 842-6100

CODY DOUGLAS

ARCH - SETH A. CAVIN #7580 EXP. 12/31/2023

MECH - JAMES R. MYLES #027005 EXP. 12/31/2023

ELEC - BRADY MERZ #027238 EXP. 12/31/2023

CIVIL ENGINEER

CALIBRE ENGINEERING

9090 S. RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH, CO 80129

(303) 730-0434

BEN MURPHY

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVENUE, SUITE 100

KANSAS CITY, MO. 64108

(913) 369-7200

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

FULLY SPRINKLERED

STRUCTURAL ENGINEER

DEGENKOLD ENGINEERS

375 BEALE STEET, SUITE 500

SAN FRANCISCO, CA 94105

(415) 354-6439

ROBERT GRAFF

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FRANK FINLEY

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

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S. KELLY AVE. SUITE H2

EDMOND, OK 73003

(405) 856-2965

/1

/2

:1

:5

P

M

LIFE SAFETY PLANS

CAB 03 92NR

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

GI011

SPUR #: 1791.06

INDUSTRIAL, SPECIAL-PURPOSE 40.2.6.1- SHALL NOT EXCEED 400'-0"

INDUSTRIAL, SPECIAL-PURPOSE 100 NET SF/PERSON

INDUSTRIAL, SPECIAL-PURPOSE 40.2.5.1- SHALL NOT EXCEED 100'-0"

INDUSTRIAL, SPECIAL-PURPOSE 40.2.5.1- SHALL NOT EXCEED 50'-0"

OCCUPANT LOAD PER NFPA 101-2021

OCCUPANT TYPE

PER TABLE 7.3.1.2.

AREA

OCC. LOAD

FACTOR IN SF

OCC. LOAD

LEVEL 1

INDUSTRIAL, SPECIAL-PURPOSE 8136 SF 100 SF 81

8136 SF 81

MEZZANINE

INDUSTRIAL, SPECIAL-PURPOSE 2700 SF 100 SF 27

2700 SF 27

TOTALS: 2 10836 SF 108

OCCUPANT TYPE

LEVEL COMPONENTS

(WIDTH/PERSON)

STAIRWAYS

(WIDTH/PERSON)

INDUSTRIAL, SPECIAL-PURPOSE .2" .3"

N

1/8" = 1'-0"

LEVEL 1 - LIFE SAFETY PLAN1

N

1/8" = 1'-0"

MEZZANINE - LIFE SAFETY PLAN2

KEYNOTE LEGEND

1.02 OPEN TO BELOW

PLUMBING FIXTURE REQUIREMENTS

CLASSIFICATION OCCUPANT LOAD WATER CLOSETS LAVATORIES

INDUSTRIAL, SPECIAL USE 110 2 2

BELLI DR.

K

IR

M A

N A

V E

EXISTING

BOILER PLANT

EXISTING YARD

EXISTING YARD

EXISTING PARKING TO BE

DEMOLISHED AND PREPARED FOR

NEW CONSTRUCTION

EXISTING

PARKING

GARAGE

BUILDING 8

CONTRACTOR

STAGING

AREA

BELLI DR.

K

IR

M A

N A

V E

EXISTING

BOILER PLANT

EXISTING YARD

EXISTING YARD

EXISTING

PARKING

GARAGE

BUILDING 8

NEW CUP

BUILDING 16

CONTRACTOR

STAGING

AREA

BELLI DR.

K

IR

M A

N A

V E

EXISTING

PARKING

GARAGE

EXISTING

BOILER PLANT

BUILDING 8

EXISTING PARKING TO BE

DEMOLISHED AND PREPARED FOR

NEW CONSTRUCTION

EXISTING BUILDING TO

BE DEMOLISHED

NEW CUP

BUILDING 16

K

IR

M A

N A

V E

EXISTING PARKING TO BE

DEMOLISHED AND PREPARED FOR

NEW CONSTRUCTION

E TAYLOR ST

K

IR

M A

N A

V E

E TAYLOR ST

BELLI DR.

K

IR

M A

N A

V E

EXISTING

PARKING

GARAGE

NEW CUP

BUILDING 16

PHASING LEGEND AND DESCRIPTION

PHASE 2

SURROUND ALL WORKING AREAS WITH SECURE CONSTRUCTION

FENCE AND ACCESS-CONTROLLED GATES

CONSTRUCT A PROTECTED PEDESTRIAN WALKWAY DIRECTLY

NORTH OF THE EXISTING BOILER PLANT. IF CONTRACTOR

OPERATIONAL MEANS AND METHODS PREVENTS THE

CONSTRUCTION OF THE PEDESTRIAN WALKWAY NORTH OF THE

BOILER PLANT, AN ALTERNATIVE PROTECTED AND WELL SIGNED

PATH SHALL BE PROVIDED FOR PEDESTRIAN ACCESS TO THE

PARKING LOTS EAST OF THE PROJECT SITE.

REROUTE THE TEMPORARY CHILLED WATER AND OXYGEN LINES.

REF: PLUMBING DRAWINGS

DEMOLISH EXISTING PARKING LOT NORTH OF THE EXISTING

BOILER PLANT.

PHASE 3

CONSTRUCT NEW CENTRAL UTILITY PLANT INCLUDING NEW UTILITY

CONNECTIONS, SECURITY FENCING, ACCESS GATES, PAVED

COURTYARDS, AND WATER QUALITY. REF: CIVIL DRAWINGS

INSTALL BOLLARDS TO BLOCK OFF LOWER ACCESS TO PARKING

LOT EAST OF NEW CUP

PHASE 4

SWITCH UTILITY SYSTEMS FROM EXISTING BOILER PLANT TO NEW

CUP. REF: PLUMBING AND ELECTRICAL

DEMOLISH THE EXISTING BOILER PLANT AND UTILITY CONNECTIONS

INCLUDING TEMPORARY CHILLED WATER AND OXYGEN LINES

CONSTRUCTED IN PHASE 2.

PHASE 5

CONSTRUCTION OF NEW PARKING LOT, SIGNAGE, STRIPING,

WALKWAYS, ACCESSIBLE RAMPS, GATES, STORM SEWER AND OTHER

SITE FEATURES SOUTH OF THE NEW CUP. REF: CIVIL DRAWINGS

PHASE 1

DEMOLISH EXISTING GRAVEL PARKING LOT NW OF TAYLOR ST AND

KIRMAN AVE INTERSECTION. DEMOLISH EXISTING CURB CUT

ENTRANCE ALONG KIRMAN AVENUE. REF: CIVIL DRAWINGS

CONSTRUCT NEW AUXILIARY PARKING LOT NORTHWEST OF

TAYLOR ST AND KIRMAN AVENUE PER GRADING AND HORIZONTAL

DESIGN. REF: CIVIL DRAWINGS

STRIPE AND PROVIDE SIGNAGE FOR PARKING LOT LAYOUT. REF:

CIVIL DRAWINGS

CONSTRUCT NEW DETENTION POND, STORM SEWER

CONNECTIONS, KIRMAN AVENUE ROW PAVING, AND ACCESSIBLE

RAMPS. REF: CIVIL DRAWINGS

PHASE 6

RESTRIPE AND SIGN THE AUXILIARY PARKING LOT AT THE NW

CORNER OF KIRMAN ST AND TAYLOR AVE. REF: CIVIL DRAWINGS

ALL PHASES

INSTALL CONSTRUCTION FENCING AROUND ALL AREAS WHERE WORK

IS OCCURRING THROUGHOUT ALL PHASES OF THE PROJECT.

CONSTRUCT AND MAINTAIN AN ACCESSIBLE AND PROTECTED

PEDESTRIAN PATHWAY FROM THE EXISTING CROSSWALK ON KIRMAN

ST TO THE PARKING GARAGES EAST OF THE PROJECT SITE

THROUGHOUT THE DURATION OF CONSTRUCTION.

REROUTED PEDESTRIAN WALKWAY

TEMPORARY UTILITIES

TEMPORARY PEDESTRIAN WALKWAY

CONSTRUCTION FENCE

K

IR

M A

N A

V E

E TAYLOR ST

K

IR

M A

N A

V E

E TAYLOR ST

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 Number

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

(405) 842-6100

CODY DOUGLAS

ARCH - SETH A. CAVIN #7580 EXP. 12/31/2023

MECH - JAMES R. MYLES #027005 EXP. 12/31/2023

ELEC - BRADY MERZ #027238 EXP. 12/31/2023

CIVIL ENGINEER

CALIBRE ENGINEERING

9090 S. RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH, CO 80129

(303) 730-0434

BEN MURPHY

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

2519 MADISON AVENUE, SUITE 100

KANSAS CITY, MO. 64108

(913) 369-7200

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

FULLY SPRINKLERED

STRUCTURAL ENGINEER

DEGENKOLD ENGINEERS

375 BEALE STEET, SUITE 500

SAN FRANCISCO, CA 94105

(415) 354-6439

ROBERT GRAFF

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

FRANK FINLEY

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

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S. KELLY AVE. SUITE H2

EDMOND, OK 73003

(405) 856-2965

/1

/2

:1

:5

P

M

PHASING PLANS

CAB 04 92NR

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

GI021

SPUR #: 1791.06

N

1" = 40'-0"

PHASE 23

N

1" = 40'-0"

PHASE 34

N

1" = 40'-0"

PHASE 45

N

1" = 30'-0"

PHASE 1 - DEMO1

N

1" = 30'-0"

PHASE 68

N

1" = 40'-0"

PHASE 56

N

1" = 30'-0" 1/ AE201

PHASE 1 - NEW2

N

1" = 30'-0" 1/ AE201

PHASE 6 - DEMO7