Design Drawings Architectural_654-212.pdf

U.S. DEPARTMENT OF VETERANS AFFAIRS

ARCHITECTURAL 30x42 DRAWINGS

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

VA PROJECT NUMBER: 654-212

[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

49 AE901 3D BUILDING SECTION VIEWS

50 AE902 PERSPECTIVE VIEWS

CENTRAL UTILITY PLANT

BELLI DR.

K

IR

M A

N A

V E

EXISTING

BOILER PLANT

EXISTING YARD

TO BE

DEMOLISHED

AND PREPARED

FOR NEW

CONSTRUCTION

EXISTING

PARKING

GARAGE

BUILDING 8

MAINTENANCE

BUILDING

2.05

EXISTING YARD

TO BE

DEMOLISHED

AND PREPARED

FOR NEW

CONSTRUCTION

K

IR

M A

N A

V E

E TAYLOR ST.

2.05 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

/2

/2

:5 :4

A

M

ARCHITECTURAL SITE PLAN - DEMO

NR 33 95-

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

AS000D

SPUR #: 1791.06

N

1/16" = 1'-0"

SITE PLAN - DEMOLITION1

N

1/16" = 1'-0"

SITE PLAN - DEMOLITION2

KEYNOTE LEGEND

2.05 EXISTING PARKING TO BE DEMOLISHED AND PREPARED

FOR NEW CONSTRUCTION

No. REVISION DESCRIPTION DATE

MATCH SHEET 2

MATCH SHEET 1

M S P

MSP

WMH

WMH

ICB

ICB

ICB

W

W

BELLI DR.

K

IR

M A

N A

V E

EXISTING

PARKING

GARAGE

79'-0"

EXISTING VA

HOSPITAL

EXISTING VA

HOSPITAL

AS002D

NEW CUP

BUILDING 16

AS002D

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

/2

/2

:4 :5

A

M

ARCHITECTURAL SITE PLAN -

REFERENCE

CAB 34 95NR

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

AS000

SPUR #: 1791.06

N

1/32" = 1'-0"

SITE PLAN1

BELLI DR.

K

IR

M A

N A

V E

EXISTING

PARKING

GARAGE

79'-0"

PARKING

PARKING

RESTRICTED

PARKING

NEW CUP

BUILDING 16

10.30

10.31

8.94

10.32

10.32

8.94

MAINTENANCE

BUILDING

FF=4458.51

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

/2

/2

:3 :2

A

M

ARCHITECTURAL SITE PLAN - NEW

CAB 35 95NR

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

AS002D

SPUR #: 1791.06

N

1/16" = 1'-0"

SITE PLAN1

N

1/16" = 1'-0"

SITE PLAN2

KEYNOTE LEGEND

8.94 PEDESTRIAN GATE WITH PACS CONTROLLED ACCESS

10.30 SLIDING ANTI-CLIMB / ANTI-RAM SECURITY GATE

10.31 PERIMETER FENCING

10.32 DROP ARM GATE

C 4

FRAMING UNIT SIZE CATEGORY

BASIC PARTITION ASSEMBLY CATEGORY

PARTITION TAG:

UNDERSIDE OF STRUCTURE

CONCRETE MASONRY UNIT

(REF: STRUCTURAL)

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

DIM DIMDIM DIM

WIDTH

ACTUAL

BASE

PLAN

HEAD

METAL STUD U-TRACK (TOP AND BOTTOM)

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

WALL FINISH

(REF: ROOM FINISH SCHEDULE)

WIDTH

ACTUAL

5/8"

WIDTH

STUD 5/8"

BASE

PLAN

HEAD

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

WALL FINISH

(REF: ROOM FINISH SCHEDULE)

5/8" GYPSUM BOARD EACH SIDE

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

BASE - (REF: ROOM FINISH SCHEDULE)

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

BASE (REF: ROOM FINISH SCHEDULE)

BATT INSULATION WHERE

SPECIFIED IN SCHEDULE

BASE

PLAN

HEAD

UNDERSIDE OF STRUCTURE

METAL RUNNER (FASTENED 24" O.C. MAX)

WALL FINISH (REF: ROOM FINISH SCHEDULE)

WIDTH

ACTUAL

5/8"TYPE X

5/8"TYPE X

2 LAYERS "TYPE X" GYPSUM BOARD

METAL RUNNER "J"

(FASTENED 24" O.C. MAX)

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

BASE (REF: ROOM FINISH SCHEDULE)

CH STUD PER SCHEDULE

ROOM SIDE SHAFT SIDE

1" TYPE X GYPSUM BOARD LINER PANEL

BASE

PLAN

HEAD

UNDERSIDE OF STRUCTURE

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

WALL FINISH

(REF: ROOM FINISH SCHEDULE)

WIDTH

ACTUAL

5/8"TYPE X

WIDTH

STUD 5/8"TYPE X

5/8" "TYPE X" GYPSUM

BOARD EACH SIDE

FINISH FLOOR

(REF: ROOM FINISH SCHEDULE)

BASE (REF: ROOM FINISH SCHEDULE)

METAL STUD PER SCHEDULE

BASE

PLAN

HEAD

UNDERSIDE OF STRUCTURE

WALL FINISH

(REF: ROOM FINISH SCHEDULE)

WIDTH

ACTUAL

1"TYPE X

FIN FLOOR- (REF: ROOM FINISH SCHEDULE)

BASE - (REF: ROOM FINISH SCHEDULE)

ROOM SIDE SHAFT SIDE

BASE

PLAN

HEAD

UNDERSIDE OF STRUCTURE

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

WALL FINISH

(REF: ROOM FINISH SCHEDULE)

ACTUAL

5/8"TYPE X

5/8"TYPE X

WIDTH

STUD

5/8"TYPE X

5/8"TYPE X

2 LAYERS "TYPE X" GYPSUM

BOARD EACH SIDE

FINISH FLOOR

(REF: ROOM FINISH SCHEDULE)

BASE (REF: ROOM FINISH SCHEDULE)

BATT INSULATION

BASE

PLAN

HEAD

UNDERSIDE OF STRUCTURE

LINE OF CEILING (REF: RCP FOR HEIGHT & TYPE)

WALL FINISH (REF: ROOM FINISH SCHEDULE)

WIDTH

ACTUAL

5/8"

WIDTH

STUD VARIES

WIDTH

STUD 5/8"

5/8" GYPSUM BOARD EACH SIDE

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

BASE - (REF: ROOM FINISH SCHEDULE)

METAL STUD PER SCHEDULE

BATT INSULATION WHERE SPECIFIED

IN SCHEDULE

METAL STUD PER SCHEDULE

FIRE RATED SEALANT AROUND PERIMETER

FIRE RATED SEALANT AROUND PERIMETER

FIRE RATED SEALANT AROUND PERIMETER

FIRE RATED SEALANT AROUND PERIMETER

BATT INSULATION

FIRE RATED SEALANT

AROUND PERIMETER

FIRE RATED SEALANT AROUND PERIMETER

FIRE RATED SEALANT AROUND PERIMETER

ACOUSTICAL SEALANT AROUND

PERIMETER (INSULATED WALLS)

ACOUSTICAL SEALANT AROUND

PERIMETER (INSULATED WALLS)

NOTE: INSULATED WALLS AROUND

RESTROOMS EXTEND OUTSIDE LAYER

OF GYPSUM BOARD TO DECK

ACOUSTICAL SEALANT AROUND

PERIMETER (INSULATED WALLS)

WIDTH

STUD5/8"

WIDTH

ACTUAL

BATT INSULATION WHERE

SPECIFIED IN SCHEDULE

DIM DIMDIM DIMDIM DIM

DIM DIMDIM DIM

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

DIM DIM DIM DIM

BASE

PLAN

HEAD

DIM DIM

WIDTH

ACTUAL

5/8"

WIDTH

STUD 5/8"

1"TYPE XWIDTH

STUD

5/8"TYPE X

WIDTH

STUD

CH STUD PER SCHEDULE

METAL STUD PER SCHEDULE METAL STUD PER SCHEDULE

5/8" GYPSUM WALLBOARD

METAL STUD U-TRACK (TOP AND BOTTOM)

METAL STUD U-TRACK (TOP AND BOTTOM)

METAL STUD U-TRACK (TOP AND BOTTOM)

1" GYPSUM SHAFT LINER

METAL STUD U-TRACK (TOP AND BOTTOM)

UNDERSIDE OF STRUCTURE

LINE OF CEILING (REF: RCP FOR HEIGHT & TYPE)

WALL FINISH (REF: ROOM FINISH SCHEDULE)

5/8" GYPSUM BOARD EACH SIDE

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

BASE (REF: ROOM FINISH SCHEDULE)

METAL STUD PER SCHEDULE

FIRE-RATED SEALANT AROUND PERIMETER

METAL STUD U-TRACK (TOP AND BOTTOM)

BATT INSULATION

5/8" TYPE X GYPSUM BOARD

UNDERSIDE OF STRUCTURE

CONCRETE MASONRY UNIT

(REF: STRUCTURAL)

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

WIDTH

ACTUAL

DIM DIM

WIDTH

ACTUAL

UNDERSIDE OF STRUCTURE

CONCRETE MASONRY UNIT

(REF: STRUCTURAL)

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

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

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

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

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

3. ALL SUSPENDED WALLS AND PARTITIONS SHALL HAVE GYPSUM BOARD WHICH EXTENDS A MINIMUM

OF 6" ABOVE THE SUSPENDED CEILING UNLESS SHOWN AND/OR NOTED OTHERWISE BY THE

ARCHITECT.

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

STRUCTURAL REQUIREMENTS.

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

ACROSS VOIDS AND JOINTS.

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

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

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

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

RATED PARTITIONS.

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

ABOVE THE HIGHEST ADJOINING CEILING AND BE BRACED TO STRUCTURE.

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

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

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

WOOD BLOCKING IS TO BE FIRE RETARDANT TREATED.

10. IMPACT RESISTANT GYPSUM BOARD, WHERE NOTED, IS OPTIONAL ABOVE 8' AFF AND BEHIND

LOCKERS.

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

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

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

GENERAL PARTITION NOTES

UNDERSIDE OF STRUCTURE

FIRE RATED SEALANT AROUND PERIMETER

DIM DIM

DEFLECTION TRACK WHERE NEEDED

TYPICAL DEFLECTION TRACK

*FIRESTOP ALL PENETRATIONS

WALL PRIORITY PLAN & LEGEND

2- H

R R

A T

E D

W A

LL

NON-RATED

WALL

RATED WALL

N O

N -R

A T

E D

W

A

LL

1-HR RATED

WALL

2-HR RATED

WALL

1-HR RATED

WALL

ONE (1) LAYER

OF GYP. BD. AT

1-HR RATED

WALL

HOLLOW METAL FRAME

JAMB STUDS AS

REQUIRED

HIGHER PRIORITY WALL

METAL STUDS PER

WALL TYPE

TWO HOUR FIRE & SMOKE WALL PRIORITY 1 (HIGHEST)

TWO HOUR FIRE WALL PRIORITY 2

TWO HOUR SHAFT WALL PRIORITY 2

ONE HOUR FIRE & SMOKE WALL PRIORITY 3

ONE HOUR FIRE WALL PRIORITY 4

NON-RATED WALL PRIORITY 5 (LOWEST)

2" M

A X

2"MAX.

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

/2

/2

:2 :0

A

M

PARTITION TYPES

CAB 36 95NR

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

AE021

SPUR #: 1791.06

TYPE MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

A1 NON-INSULATED

5/8" GYPSUM BOARD ONE SIDE 7/8" HAT CHANNEL

SPACED AT 16" O.C.

1 1/2" --

A2 NON-INSULATED

5/8" GYPSUM BOARD ONE SIDE OF 2 1/2" METAL STUD

AT 16" O.C.

3 1/8" <varies>

A3 NON-INSULATED

5/8" GYPSUM BOARD ONE SIDE OF 3 5/8" METAL STUD

AT 16" O.C.

4 1/4" --

A6 NON- INSULATED

5/8" GYPSUM BOARD ONE SIDE OF 6" METAL STUD AT

16" O.C.

6 5/8" --

B2 INSULATED

5/8" GYPSUM BOARD ONE SIDE OF 2 1/2" METAL STUD

AT 16" O.C. W/ BATT INSULATION

3 1/8" --

B3 INSULATED

5/8" GYPSUM BOARD ONE SIDE OF 3 5/8" METAL STUD

AT 16" O.C. W/ BATT INSULATION

4 1/4" --

B6 INSULATED

5/8" GYPSUM BOARD ONE SIDE OF 6" METAL STUD AT

16" O.C. W/ BATT INSULATION

6 5/8" --

TYPE MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

C2 NON-INSULATED

5/8" GYPSUM BOARD EACH SIDE OF 2 1/2" METAL STUD

AT 16" O.C.

3 3/4" --

C3 NON-INSULATED

5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUD

AT 16" O.C.

4 7/8" --

C6 NON-INSULATED

5/8" GYPSUM BOARD EACH SIDE OF 6" METAL STUD AT

16" O.C.

7 1/4" --

D2 INSULATED

5/8" GYPSUM BOARD EACH SIDE OF 2 1/2" METAL STUD

AT 16" O.C. W/ BATT INSULATION

3 3/4" --

D3 INSULATED

5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUD

AT 16" O.C. W/ BATT INSULATION

4 7/8" --

D6 INSULATED

5/8" GYPSUM BOARD EACH SIDE OF 6" METAL STUD AT

16" O.C. W/ BATT INSULATION

7 1/4" --

TYPE MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

E3 CARRIER

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

STUD AT 16" O.C. WALLS W/ BATT INSULATION ONE

SIDE

1'-8" --

E6 CARRIER

5/8" GYPSUM BOARD ONE SIDE OF (2) 6" METAL STUD

AT 16" O.C. WALLS W/ BATT INSULATION

2'-0 3/4" --

TYPE MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

F3 1 HR (U419)

5/8" TYPE X GYPSUM BOARD EACH SIDE OF 3 5/8"

METAL STUD AT 16" O.C.

4 7/8" 48 STC

F6 1 HR (U419)

5/8" TYPE X GYPSUM BOARD EACH SIDE OF 6" METAL

STUD AT 16" O.C.

7 1/4" 48 STC

TYPE MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

G2 1 HR (U415/U469)

5/8" TYPE X GYPSUM BOARD ONE SIDE & 1" TYPE X

GYPSUM BOARD OPPOSITE SIDE OF 2 1/2" CH METAL

STUD AT 16" O.C. W/ BATT INSULATION

3 1/8" --

G4 1HR (U415/U438)

5/8" TYPE X GYPSUM BOARD ONE SIDE & 1" TYPE X

GYPSUM BOARD OPPOSITE SIDE OF 4" CH METAL STUD

AT 16" O.C. W/ BATT INSULATION

4 5/8" 45 STC

G6 1 HR (U415/U469)

5/8" TYPE X GYPSUM BOARD ONE SIDE & 1" TYPE X

GYPSUM BOARD OPPOSITE SIDE OF 6" CH METAL STUD

SPACED AT 16" O.C. W/ BATT INSULATION

6 5/8" 45 STC

TYPE MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

H3 1 HR / SMOKE

5/8" TYPE X GYPSUM BOARD ON EACH SIDE OF 3 5/8"

METAL STUD AT 16" O.C.

4 7/8" 45 STC

H6 1 HR / SMOKE

5/8" TYPE X GYPSUM BOARD ON EACH SIDE OF 6"

METAL STUD AT 16" O.C.

7 1/4" 45 STC

TYPE MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

J2 2 HR (U411)

2 LAYERS 5/8" TYPE X GYPSUM BOARD EACH SIDE OF 2

1/2" METAL STUD AT 16" O.C.

5" 51 STC

J3 2 HR (U404)

2 LAYERS 5/8" TYPE X GYPSUM BOARD EACH SIDE OF 3

5/8" METAL STUD AT 16" O.C.

6 1/8" 51 STC

J6 2 HR (U404)

2 LAYERS 5/8" TYPE X GYPSUM BOARD EACH SIDE OF 6"

METAL STUD AT 16" O.C.

8 1/2" 51 STC

TYPE MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

K2 2 HR (U415/U438)

2 LAYERS 1/2" TYPE X GYPSUM BOARD ONE SIDE & 1"

TYPE X GYPSUM BOARD ONE SIDE OF 2 1/2" CH METAL

STUD AT 16" O.C.

3 1/2" 47 STC

K4 2 HR (U415/U438)

2 LAYERS 1/2" TYPE X GYPSUM BOARD EACH SIDE OF 4"

CH METAL STUD AT 16" O.C.

5" 47 STC

K6 2 HR (U415)

2 LAYERS 5/8" TYPE X GYPSUM BOARD EACH SIDE OF 4"

CH METAL STUD AT 16" O.C.

7 1/4" 47 STC

TYPE MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

L8 NON RATED

1 WYTHE 8" CONCRETE MASONRY UNITS. EXTEND

FROM FINISH FLOOR TO UNDERSIDE OF STRUCTURE

ABOVE.

8" --

L12 NON RATED

1 WYTHE 12" CONCRETE MASONRY UNITS. EXTEND

FROM FINISH FLOOR TO UNDERSIDE OF STRUCTURE

ABOVE.

1'-0" --

TYPE MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

M8 1 HR

1 WYTHE 8" CONCRETE MASONRY UNITS. EXTEND

FROM FINISH FLOOR TO UNDERSIDE OF STRUCTURE

ABOVE.

8" --

No. REVISION DESCRIPTION DATE

TYPE MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

N8 2 HR (U913)

1 WYTHE 8" CONCRETE MASONRY UNITS. EXTEND

FROM FINISH FLOOR TO UNDERSIDE OF STRUCTURE

ABOVE.

8" --

N12 2 HR (U913)

1 WYTHE 12" CONCRETE MASONRY UNITS. EXTEND

FROM FINISH FLOOR TO UNDERSIDE OF STRUCTURE

ABOVE.

1'-0" --

UP

DN

DN

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

WALL UNLESS NOTED OTHERWISE.

2. ALL WALLS ARE TYPE L12 PARTITIONS UNLESS OTHERWISE NOTED. REFER TO PARTITION TYPE

SHEET FOR WALL TYPES.

3. REFER TO DOOR SCHEDULE & DETAILS SHEET (41-AS-601) FOR DOOR INFORMATION.

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

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

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

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

GENERAL PLAN NOTES

E

A

B

C

D

2 543

AE201

AE201

AE201

AE201

1298 SF

CHILLERS

N3111

194 SF

STEAM PIT

N3102

2529 SF

BOILER AREA

N3101

507 SF

ELECTRICAL

UTILITY ROOM

N3108

AE301

AE301

AE301

AE301

137 SF

OFFICE

N3106

804 SF

CONTROL

ROOM

N3115

587 SF

GENERATORS

N3114

296 SF

OXYGEN YARD

N3112

131 SF

STORAGE

ROOM

N3103

3.9

369 SF

ELECTRICAL

SWITCHGEAR

N3113

59 SF

RISER ROOM

N3110

71 SF

RESTROOM

N3117

72 SF

RESTROOM

N3118

193 SF

CONFERENCE /

BREAK ROOM

N3116

66 SF

HAC

N3104

147 SF

CORRIDOR

N3105

87 SF

ELEC

N3107

62 SF

PIT

N3109

B.2

A.8

C.2

N

N3111

N

A

N

B

N

C

N

A

N

N3117

N3118

N

B

N

B

N3114A

N

B

N3101A

N3101BN3101CN3101D

N3103

N

N

AE401

N3111A N3111B N3112

AE311

AE311

FEC

N

AE401

N3105

AE402

AE311

N3113A

FEC

F E

C

23.05 23.05 23.05 23.05

23.0423.04 23.04

23.06

23.09

26.06

26.06

26.05

26.05

23.10

23.10

23.10

23.10

23.10

23.10

23.1023.10

26.07

23.10

23.10

5.21

7' -1

1/

E

A

B

C

D

2 543

AE201

AE301

AE301

AE301

AE301

3.9

1629 SF

COOLER

TOWERS &

PUMPS

N3202

516 SF

EMERGENCY

PANELS

N3205

1357 SF

ELECTRICAL

AREA

N3201

178 SF

TR

N3203

100 SF

SECURITY

N3204

254 SF

CORRIDOR

N3206

B.2

A.8

C.2

N3201A

N3206

AE201

AE201

AE201

BOILER AREA

N3101

AE311

AE311

1.02

1.02

F E

C

N

C

N

D

AE311

N

A

N3203

N

N3205

N3202

N

B

N3207

F E

C

7.88

23.08 23.08

23.04 23.04 23.04

26.07

26.07

26.07

5.30

26.07

26.07

26.07

26.07

23.10

23.06

5.18

5.18

NEW 1 HOUR FIRE RATED WALLS

NEW 2 HOUR FIRE RATED WALLS

NEW NON-RATED WALLS

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

/2

/2

:2 :3

A

M

REFERENCE PLANS

CAB 37 95NR

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

AE101

SPUR #: 1791.06

N

1/8" = 1'-0"

LEVEL 1 - REFERENCE PLAN1

KEYNOTE LEGEND

1.02 OPEN TO BELOW

5.18 METAL GUARDRAIL

5.21 METAL STAIR TREADS AND NOSINGS

5.30 WALL MOUNTED ROOF ACCESS LADDER WITH CAGE

7.88 ROOF WALK PADS

23.04 BOILER, SEE MECHANICAL DRAWINGS

23.05 CHILLER, SEE MECHANICAL DRAWINGS

23.06 STEAM TRAP, SEE MECHANICAL DRAWINGS

23.08 COOLER TOWER, SEE MECHANICAL DRAWINGS

23.09 VACUUM PUMP, SEE MECHANICAL DRAWINGS

23.10 MECHANICAL EQUIPMENT, SEE MECHANICAL DRAWINGS

26.05 GENERATOR, SEE ELECTRICAL DRAWINGS

26.06 SWITCHBOARD, SEE ELECTRICAL DRAWINGS

26.07 ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS

N

1/8" = 1'-0"

MEZZANINE - REFERENCE PLAN2

UPDN

DN

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

WALL UNLESS NOTED OTHERWISE.

2. ALL WALLS ARE TYPE L12 PARTITIONS UNLESS OTHERWISE NOTED. REFER TO PARTITION TYPE

SHEET FOR WALL TYPES.

3. REFER TO DOOR SCHEDULE & DETAILS SHEET (41-AS-601) FOR DOOR INFORMATION.

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

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

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

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

GENERAL PLAN NOTES

E

A

B

C

D

2 543

4'

-0

2' -0

'-3

'-9

'-6

'-6

2'

-0

75'-0"

2'-0" 14'-6" 26'-4" 18'-8" 15'-6" 2'-0"

OXYGEN YARD

N3112

STORAGE

ROOM

N3103

ELECTRICAL

UTILITY ROOM

N3108

CHILLERS

N3111

BOILER AREA

N3101

STEAM PIT

N3102

137 SF

OFFICE

N3106

GENERATORS

N3114

CONTROL

ROOM

N3115

RISER ROOM

N3110

3.9

CONFERENCE /

BREAK ROOM

N3116

RESTROOM

N3117

RESTROOM

N3118

66 SF

HAC

N3104

ELEC

N3107

CORRIDOR

N3105

PIT

N3109

ELECTRICAL

SWITCHGEAR

N3113

B.2

A.8

C.2

20'-8"

21'-6"

17'-10"17'-0"

8'-4"

8' -1

7'

-8

6'-4" 10'-6"

'-8

8'

-8

'-4

'-6

/2

7' -8

/2

8' -7

8'

-4

/2

'-1

3'-10" 8'-11"

4' -0

4'

-0

15'-2"

'-1

1/

2"

'-9

10'-4"

'-2

/8

'-6

/1 6"

7'-0"

2' -1

4'

-0

'-1

/2

'-2

2'-4"G2

G2

G2 G2

1' -1

/2

1'-6"

8"

1'-0"

1'-10"

9' -7

5/

1' -2

1 2 3 4 5

A

B

C

D

E

A.8

3.9

B.2

C.2

C.5

N8

L8

L8

L8

L8L8

M8

N8 L8

L8

L8

L8

L8

L8

N8

1.01

1.01

6'-5"

2' -1

/2

EQ EQ

10"7'-11"

3'-1" 3'-1"

8' -0

12'-10"

'-0

/1

6"

14'-10"

5'-7"

3'-1"

10'-4"

6' -0

1.01

1.01

21'-6"

1.01

N8

L8

N12

1'-0"

A2

A2

E

A

B

C

D

2 5431

75'-0"

2'-0" 14'-6" 26'-4" 18'-8" 15'-6" 2'-0"

4'

-0

2' -0

'-3

'-9

'-6

'-6

2'

-0

1357 SF

ELECTRICAL

AREA

N3201

COOLER

TOWERS &

PUMPS

N3202

516 SF

EMERGENCY

PANELS

N3205

3.9

178 SF

TR

N3203

100 SF

SECURITY

N3204

CORRIDOR

N3206

B.2

A.8

C.2

'-7

/2

34'-10" 6'-8" 14'-0"

'-1

1/

2"

2' -2

17'-2" 7'-0"

8' -0

'-8

/2

'-7

15'-6"

15'-2"

'-6

/2

16'-10"

'-1

1"

21'-6"

1'-4"

1' -7

7'-11" 6'-5"

2' -1

/2

1/

2"

1'-2"

1'-4"

1' -2

1' -2

1'-10"

L8

N8

D3

L8

N8

N8

1.01

1.01

1.

'-6

8' -6

7'-6 3/4"

1'-11"

NEW 1 HOUR FIRE RATED WALLS

NEW 2 HOUR FIRE RATED WALLS

NEW NON-RATED WALLS

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

/2

/2

:2 :3

A

M

DIMENSION PLANS

CAB 38 95NR

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

AE111

SPUR #: 1791.06

N

1/8" = 1'-0"

LEVEL 1 - DIMENSION PLAN1

KEYNOTE LEGEND

1.01 ALIGN

N

1/8" = 1'-0"

MEZZANINE - DIMENSION PLAN2

E

A

B

C

D

2 5431

2'-0" 14'-6" 26'-4" 18'-8" 15'-6" 2'-0"

75'-0"

'-0

'-0

'-3

'-9

'-6

'-6

'-0

3.9

AE311

1/4" / 1'-0"

/4

'-0

/4

/4

'-0

/4

/4

'-0

/4

1/4" / 1'-0"

/4

'-0

/4

/4

'-0

/4

/4

'-0

/4

7.87

5.30

7.88

23.01

23.01

23.01

23.0123.01 23.01

A

B

2 5431

2'-0" 14'-6" 26'-4" 18'-8" 15'-6" 2'-0"

75'-0"

'-0

'-3

AE301

AE301

AE311

1/4" / 1'-0"

/4

'-0

1/4" / 1'-0"

1/4" / 1'-0"

/4

'-0

1/4" / 1'-0" 1/4" / 1'-0"

AE311

7.88 5.30

ROOF WALKWAY PADX / XX ROOF PITCH

VENT PIPE EXHAUST FANVP EF

ROOF PLAN LEGEND

NOTE: ALL SYMBOLS MAY NOT BE USED.

1. ALL ROOFING WORK SHALL BE PERFORMED BY CONTRACTOR APPROVED BY EXISTING ROOF

MANUFACTURER TO PATCH AND REPAIR EXISTING ROOFING SYSTEM. CONTRACTOR SHALL BE

RESPONSIBLE FOR CHECKING EXISTING ROOFING SYSTEM WARRANTY STATUS AND FURNISHING A

COMPLETE ROOF REWORK, REPAIR AND PATCHING SYSTEM THAT WILL BE IN COMPLIANCE WITH ANY

EXISTING REMAINING ROOF WARRANTIES. NEW WORK SHALL PROVIDE FULL NEW SYSTEM

WARRANTIES.

2. PROVIDE PIPE BOOTS FLASHED INTO EXISTING ROOF AT ALL SANITARY VENT LINES, ELECTRICAL

SERVICE STANCHIONS AND WEATHERHEADS, CHILLED WATER LINES, AND OTHER MISCELLANEOUS

PENETRATIONS NOT ILLUSTRATED ON ARCHITECTURAL ROOF PLAN. SEE MECHANICAL.

3. SUPPORTS ALLOWED TO SIT DIRECTLY ON ROOF SYSTEM FOR PIPING AND SIMILAR SHALL BE

PURPOSE MADE BY MANUFACTURER FOR APPLICATION AND SUPPORT ROOF SYSTEM EXISTING AND

NEW WARRANTIES. SEE MECHANICAL.

4. PROVIDE ROOF WALKWAY FROM NEW ACCESS POINT TO NEW ROOFTOP MECHANICAL EQUIPMENT

WHERE INDICATED.

5. REFER TO ELECTRICAL DRAWINGS FOR LIGHTNING PROTECTION SYSTEMS.

GENERAL ROOF PLAN NOTES

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

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

/2

/2

:2 :0

A

M

ROOF PLAN

CAB 39 95NR

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

AE121

SPUR #: 1791.06

KEYNOTE LEGEND

5.30 WALL MOUNTED ROOF ACCESS LADDER WITH CAGE

7.87 TPO ROOFING

7.88 ROOF WALK PADS

23.01 ROOFTOP MECH. EQUIPMENT, SEE MECHANICAL DRAWINGS

N

1/8" = 1'-0"

HIGH ROOF PLAN1

N

1/8" = 1'-0"

LOWER ROOF PLAN2

EXIT LIGHT

REFLECTED CEILING PLAN LEGEND

RETURN AIR GRILLE

SUPPLY AIR DIFFUSER

EXHAUST AIR GRILLE

SUSPENDED LIGHT FIXTURE

RE: ELECTRICAL

WALL MOUNTED VAPOR TIGHT

LIGHT FIXTURE, RE: ELECTRICAL

6" DIA. RECESSED CAN LIGHT

RE: ELECTRICAL

GYPSUM BOARD CEILING

1. ALL ROOMS ARE OPEN TO STRUCTURE UNLESS OTHERWISE NOTED ON PLAN.

2. ALL SURFACES OF FURRDOWNS TO BE PAINTED P1 U.N.O.

3. ALL EXPOSED CEILING STRUCTURE TO BE PAINTED P1 U.N.O.

GENERAL REFLECTED CEILING PLAN NOTES

E

A

B

C

D

2 5431

14'-6" 26'-4" 18'-8" 15'-6"

'-3

'-9

'-6

'-6

'-0

3.9

B.2

A.8

C.2

OXYGEN YARD

N3112

ELECTRICAL

SWITCHGEAR

N3113

GENERATORS

N3114

CONTROL

ROOM

N3115

CONFERENCE /

BREAK ROOM

N3116

RESTROOM

N3117

RESTROOM

N3118

ELECTRICAL

UTILITY ROOM

N3108

RISER ROOM

N3110

PIT

N3109

CHILLERS

N3111

OFFICE

N3106

ELEC

N3107

CORRIDOR

N3105

HAC

N3104

STEAM PIT

N3102

STORAGE

ROOM

N3103

BOILER AREA

N3101

2'-0" 2'-0"

75'-0"

AE311

AE311

4'-8" 10'-0" 10'-0" 10'-0" 10'-0" 7'-8"

'-7

/8

'-0

'-6

'-1

E Q

E Q

'-5

'-8

EQ EQ

7'-8"

'-0

'-1

4'-8"

4'-3" 7'-6" 4'-7"4 '-1

'-1

EQ EQ

EQ EQ

'-7

'-5

/2

'-0

'-8

3'-4"

'-0

'-0

'-7

/2

6'-9" 13'-0" 5'-4"

3'-9"

4'-10"

4'-6" 7'-10" 4'-10"

5'-4" 10'-4" 5'-6"

'-0

'-0

'-0

'-2

/8

7'-8" 8'-0" 5'-6"

'-6

8'-6"

9'-0"

9'-0"

E Q

E Q

EQ EQ

E Q

E Q

E Q

E Q

2'-5"

E Q

E Q

AE311

E

A

B

C

D

2 5431

75'-0"

2'-0" 14'-6" 26'-4" 18'-8" 15'-6" 2'-0"

'-0

'-3

'-9

'-6

'-6

3.9

TR

N3203

SECURITY

N3204

EMERGENCY

PANELS

N3205

ELECTRICAL

AREA

N3201

CORRIDOR

N3206

B.2

A.8

C.2

AE311

AE311

OXYGEN YARD

N3112

COOLER

TOWERS &

PUMPS

N3202

BOILER AREA

N3101

7'-6" 17'-0" 15'-6" 14'-9" 4'-7"

'-9

'-1

'-9

/2

'-9

/2

'-1

6'-6" 11'-6" 11'-0" 5'-6"

'-7

'-6

'-5

/2

'-4

EQ EQ

'-4

E Q

E Q

7'-7"

'-1

EQ EQ

E Q

E Q

EQ EQ

'-8

'-8

'-9

'-1

5'-2"

'-3

/2

'-9

7'-5" 7'-11"

AE311

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

/2

/2

:2 :5

A

M

REFLECTED CEILING PLANS

CAB 40 95NR

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

AC131

SPUR #: 1791.06

N

1/8" = 1'-0"

LEVEL 1 - REFLECTED CEILING PLAN1

N

1/8" = 1'-0"

MEZZANINE - REFLECTED CEILING PLAN2

LEVEL 1

0"

MEZZANINE

15'-0"

ROOF

33'-0"

2 543

2'-0" 14'-6" 26'-4" 18'-8" 15'-6" 2'-0"

75'-0"

AE301

AE301

3.9

'-0

'-0

4.20

8.32 8.328.32

'-8

'-8

4.21

'-4

AE311

N3101D N3101C N3101B

26.04

26.04

LEVEL 1

0"

MEZZANINE

15'-0"

ROOF

33'-0"

E ABCD

104'-0"

2'-0" 29'-6" 21'-6" 26'-9" 26'-3" 2'-0"

AE301

AE301

B.2 A.8C.2

'-0

'-0

'-0

4.20

8.918.91

8.91

AE311

AE311

'-4

"4.21

4.21

N A

N A

N A

26.0426.04 4.21

4.21 4.21

'-8

'-8

LEVEL 1

0"

MEZZANINE

15'-0"

ROOF

33'-0"

EA B C D

104'-0"

2'-0" 26'-3" 26'-9" 21'-6" 29'-6" 2'-0"

AE301

AE301

B.2A.8 C.2

'-0

'-0

'-0

4.20

8.33

8.33

8.918.91

AE311

AE311

4.21

'-4

'-8

'-8

8.33

N

N

N C

N3201D

N3201Q N3201P

26.04

26.04

26.04

26.0426.04 13.10

'-6

26.04

LEVEL 1

0"

MEZZANINE

15'-0"

ROOF

33'-0"

25 4 3

2'-0"14'-6"26'-4"18'-8"15'-6"2'-0"

75'-0"

AE301

AE301

3.9

4.20

8.33

8.33

8.33

'-0

'-0

'-0

8.91 8.91 8.91 8.91 8.91 8.91

4.21

'-4

AE311

N

N T

N3111AN3111BN3112

26.04

26.04 26.04

26.04

'-8

'-8 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

/2

/2

:2 :3

A

M

BUILDING ELEVATIONS

CAB 41 95NR

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

AE201

SPUR #: 1791.06

1/8" = 1'-0" 1/ AE101

ELEVATION - SOUTH11/8" = 1'-0" 1/ AE101

ELEVATION - EAST2

1/8" = 1'-0" 1/ AE101

ELEVATION - WEST31/8" = 1'-0" 1/ AE101

ELEVATION - NORTH4

KEYNOTE LEGEND

4.20 SMOOTH FACE CONCRETE MASONRY UNIT WALL

4.21 SPLIT FACE CONCRETE MASONRY UNIT WALL

8.32 BLAST RATED VERTICAL LIFT OVERHEAD DOOR

8.33 BLAST RATED OVERHEAD COILING DOOR

8.91 LOUVER

13.10 EXIT STAIR SECURITY ENCLOSURE

26.04 LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS

MEZZANINE

15'-0"

ROOF

33'-0"

25 4 3 1

PIT

-10'-0"

AE301

AE301

BOILER AREA

N3101

3.9

ELECTRICAL

AREA

N3201

OFFICE

N3106

2'-0" 15'-6" 3'-2" 15'-6" 26'-4" 14'-6" 2'-0"

75'-0"

ELEC

N3107

CONTROL

ROOM

N3115

GENERATORS

N3114

LEVEL 1

0"

MEZZANINE

15'-0"

ROOF

33'-0"

2 5431

PIT

-10'-0"

AE301

AE301

ELECTRICAL

AREA

N3201

EMERGENCY

PANELS

N3205

CONTROL

ROOM

N3115

ELECTRICAL

UTILITY ROOM

N3108

3.9

TR

N3203

RESTROOM

N3117

CORRIDOR

N3206

2'-0" 14'-6" 26'-4" 15'-6" 3'-2" 15'-6" 2'-0"

75'-0"

AE311

LEVEL 1

0"

MEZZANINE

15'-0"

ROOF

33'-0"

EA B C D

PIT

-10'-0"

AE301

AE301

CONTROL

ROOM

N3115

CHILLERS

N3111

COOLER

TOWERS &

PUMPS

N3202

BOILER AREA

N3101

SECURITY

N3204

CORRIDOR

N3206

TR

N3203

B.2A.8 C.2

2'-0" 21'-3" 5'-0" 4'-6" 22'-3" 3'-6" 18'-0" 29'-6" 2'-0"

104'-0"

AE311

AE311

LEVEL 1

0"

MEZZANINE

15'-0"

ROOF

33'-0"

E ABCD

PIT

-10'-0"

AE301

AE301

BOILER AREA

N3101

CONTROL

ROOM

N3115

CHILLERS

N3111

COOLER

TOWERS &

PUMPS

N3202

C.22'-0" 29'-6" 21'-6" 26'-9" 26'-3" 2'-0"

TR

N3203

104'-0"

SECURITY

N3204

CORRIDOR

N3206 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

/2

/2

:2 :4

A

M

BUILDING SECTIONS

CAB 42 95NR

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

AE301

SPUR #: 1791.06

1/8" = 1'-0" 1/ AE101

BUILDING SECTION 11

1/8" = 1'-0" 1/ AE101

BUILDING SECTION 44

1/8" = 1'-0" 1/ AE101

BUIDLING SECTION 22

1/8" = 1'-0" 1/ AE101

BUILDING SECTION 33

MEZZANINE

15'-0"

ROOF

33'-0"

4.21

8.91

4.20

8.91

OXYGEN YARD

N3112

CHILLERS

N3111

4.20

7.88

COOLER

TOWERS &

PUMPS

N3202

LEVEL 1

0"

MEZZANINE

15'-0"

ROOF

33'-0"

PIT

-10'-0"

4.20

4.21

LEVEL 1

0"

MEZZANINE

15'-0"

ROOF

33'-0"

TOP OF PARAPET

36'-8"

7.54

8.91

EMERGENCY

PANELS

N3205

4.20

4.21

GENERATORS

N3114

/2

/2

LEVEL 1

0"

MEZZANINE

15'-0"

ROOF

33'-0"

A

TOP OF PARAPET

36'-8"

"8.91

4.20

9.85

5.29

CHILLERS

N3111

4.21

/4

/8

/8

COOLER

TOWERS &

PUMPS

N3202

9.85

5.01 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

/2

/2

:2 :4

A

M

WALL SECTIONS

CAB 43 95NR

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

AE311

SPUR #: 1791.06

1/2" = 1'-0" 1/ AC131

WALL SECTION AT OXYEGEN YARD11/2" = 1'-0"

WALL SECTION AT PIT21/2" = 1'-0" 1/ AC131

WALL SECTION AT GENERATORS3

KEYNOTE LEGEND

4.20 SMOOTH FACE CONCRETE MASONRY UNIT WALL

4.21 SPLIT FACE CONCRETE MASONRY UNIT WALL

5.01 STRUCTURAL STEEL. SEE STRUCT. DWG'S

5.29 METAL STUD FRAMING

7.54 SHEET METAL DOWNSPOUT

7.88 ROOF WALK PADS

8.91 LOUVER

9.85 STUCCO

1/2" = 1'-0"

WALL SECTION AT CHILLERS4

B

C

AE40111

RESTROOM

N3117

RESTROOM

N3118

AE401

AE401

N3117

N3118

CONFERENCE /

BREAK ROOM

N3116

N

3' -3

8'

-0

3' -4

'-9

'-3

7' -9

7'

-8

/2

'-3

'-0

/2

3'-10" 5'-6" 2'-9"

11'-1 3/8"

10.33

10.34

10.33

22.08

10.34

10.3410.34 22.06

22.06

22.06

11.05

11.04

10.3410.34

6' -0

6'

-0

22.09

22.09

10.07

10.07

10.36

10.38

10.38

10.36

10.37

10.36

10.37

10.37

L8

L8

L8

L8

L8

L8

12.20

10.38

PT3

PTB1

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

FV

11'-2 1/2"

F V

9' -0

8' -6

6"

1' -6

22.06

10.34

10.33

10.35

22.09

10.38

10.36

10.07

N

PT3

PTB1

6" 8'

-6

F V

9' -0

FV

7'-8 1/2"

22.06

10.37

PT3

PTB1

1'-6"

3' -0

3'

-6

3' -6

6" 8'

-6

F V

9' -0

FV

11'-2 1/2"

22.08

6' -6

10.34

PT3

PTB1

3'-3" 4'-5 1/2"

FV

7'-8"

6" 8'

-6

1' -6

10.33 10.34

22.09

F V

9' -0

PT2

PT3

PTB1

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

FV

11'-2 1/2"

6" 8'

-6

F V

9' -0

1' -6

10.33

10.35

22.06

10.34

22.09

10.38

10.36

10.07

PT3

PTB1

4'-5 3/4" 3'-2 7/8"

6" 8'

-6

1' -6

10.3310.34

22.09

PT2

F V

9' -0

FV

7'-9"

PT3

PTB1

8' -6

6"

FV

11'-2 1/2"

1'-6"

3' -6

3' -6

3'

-0

22.08

10.34

F V

6' -6

F V

9' -0

N

PT3

PTB1

F V

9' -0

6" 8'

-6

22.06

10.37

FV

7'-9" 3'-0"

2 EQ

5'-0" 3'-3"

FV

11'-3"

PL1

PL1

SS1

26.01

1.03

11.04

11.05

6.58

22.06

10.37

10.36

8" 3'

-0

2' -0

2'

-1 0"

8' -6

8" 1'

-1 0"

6' -0

8' -6

RB1

1. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF MILLWORK.

2. COORDINATE LOCATION OF RECEPTACLES WITH ELECTRICAL DRAWINGS.

3. NO PLASTIC HARDWARE, BRACKETS OR CLIPS WILL BE ACCEPTED.

4. ALL DRAWERS SHALL BE ON HEAVY DUTY FULL EXTENSION METAL GLIDES WITH SOFT CLOSERS

UNLESS NOTED OTHERWISE.

5. USE CONCEALED CABINET HINGES UNLESS NOTED OTHERWISE.

6. MILLWORK SHALL MEET THE QUALITY AND GRADE CONSTRUCTION STANDARDS AS SPECIFIED IN

THE PROJECT MANUAL. STRICT ADHERENCE TO THIS STANDARD SHALL BE ENFORCED. ANY

DEVIATIONS FROM THIS BASE STANDARD, IF NOT SPECIFICALLY SHOWN WITHIN THESE DRAWINGS

WILL NOT BE ACCEPTED.

7. ALL SURFACES EXPOSED TO VIEW, INCLUDING THOSE SURFACES EXPOSED TO VIEW WHILE IN A

SEATED POSITION, SHALL HAVE A FINISHED SURFACE TO MATCH OTHER ADJACENT FINISHED

SURFACES.

8. ALL COUNTERTOPS TO BE CONSTRUCTED OF SOLID SURFACING WITH 1/4" RADIUS DOUBLE ROUND

UNLESS NOTED OTHERWISE.

9. ALL CABINETS TO HAVE CABINET LINERS ON ALL SURFACES.

10. FURNITURE AND APPLIANCES ARE SHOWN FOR SPACE PLANNING PURPOSES.

GENERAL MILLWORK NOTES

N

OFFICE

N3106

9'-8"

'-2

12.19

LVT1 (LUXURY VINYL TILE)

PT2 (PORCELAIN FLOOR TILE)

PT1 (PORCELAIN FLOOR TILE)

FINISH FLOOR PLAN LEGEND

SC1 (SEALED CONCRETE)

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

/2

/2

:0 :5

A

M

INTERIOR ELEVATIONS AND ENLARGED

PLANS

CAB 44 95NR

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

AE401

SPUR #: 1791.06

N

1/4" = 1'-0" 1/ AE101

ENLARGED PLAN - RESTROOM N3117 AND N311813/8" = 1'-0" 1/ AE401

RESTROOM N3117 NORTH ELEVATION23/8" = 1'-0" 1/ AE401

RESTROOM N3117 EAST ELEVATION33/8" = 1'-0" 1/ AE401

RM N3117 SOUTH ELEVATION4

3/8" = 1'-0" 1/ AE401

RESTROOM N3117 WEST ELEVATION53/8" = 1'-0" 1/ AE401

RESTROOM N3118 SOUTH ELEVATION63/8" = 1'-0" 1/ AE401

WEST ELEVATION7

3/8" = 1'-0" 1/ AE401

NORTH ELEVATION93/8" = 1'-0" 1/ AE401

EAST ELEVATION103/8" = 1'-0" 1/ AE401

WEST ELEVATION11 1/4" = 1'-0" 1/ AE101

OFFICE ENLARGED PLAN8

KEYNOTE LEGEND

1.03 OPEN TO STRUCTURE

6.58 SLOPE TOP OF MILLWORK

10.07 TOILET TISSUR ROLL DISPENSER, SURFACE MOUNTED, CONTRACTOR PROVIDED / CONTRACTOR

INSTALLED

10.33 ABA SHOWER STALL BENCH, CONTRACTOR PROVIDED / CONTRACTOR INSTALLED

10.34 1-1/4" DIA. GRAB BARS, CONTRACTOR PROVIDED / CONTRACTOR INSTALLED

10.35 MIRROR, CONTRACTOR PROVIDED / CONTRACTOR INSTALLED

10.36 SOAP DISPENSER, VA PROVIDED / VA INSTALLED

10.37 PAPER TOWEL DISPENSER, SURFACE MOUNTED, CONTRACTOR PROVIDED / CONTRACTOR

INSTALLED

10.38 WASTE BASKET, VA PROVIDED / VA INSTALLED

11.04 REFRIGERATOR, VA PROVIDED / VA INSTALLED

11.05 MICROWAVE, VA PROVIDED / VA INSTALLED

12.19 SYSTEMS FURNITURE TO BE DETERMINED.

12.20 FURNITURE TO BE DETERMINED.

22.06 SINK, AS SCHEDULED, SEE PLUMBING DRAWINGS

22.08 SHOWER AND CONTROL VALVE, CONTRACTOR PROVIDED / CONTRACTOR INSTALLED

22.09 TOILET, AS SCHEDULED, SEE PLUMBING DRAWINGS

26.01 LIGHT FIXTURE, AS SCHEDULED, SEE ELECTRICAL DRAWINGS

B

C

C.2

AE402 2

AE4024

'-9

3'

-6

N

N

A

N3115B

N3117

N3118

CONTROL

ROOM

N3115

5'-1" 4'-9" 2'-3" 12'-10"

24'-11"

6'-11" 4'-10" 13'-4"

25'-1"

'-5

5/

'-5

/2

'-1

'-3

'-0

/1

6" 2'

-0

'-6

/1

6" 6'

-0

4' -6

/2

'-1

3/ 4"

'-0

/1

6"

FV

14'-0"

F V

'-8

FV

12'-0"

8'-0"

4' -0

12.19

12.19

12.19

12.19

10.40

10.39

1. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF MILLWORK.

2. COORDINATE LOCATION OF RECEPTACLES WITH ELECTRICAL DRAWINGS.

3. NO PLASTIC HARDWARE, BRACKETS OR CLIPS WILL BE ACCEPTED.

4. ALL DRAWERS SHALL BE ON HEAVY DUTY FULL EXTENSION METAL GLIDES WITH SOFT CLOSERS

UNLESS NOTED OTHERWISE.

5. USE CONCEALED CABINET HINGES UNLESS NOTED OTHERWISE.

6. MILLWORK SHALL MEET THE QUALITY AND GRADE CONSTRUCTION STANDARDS AS SPECIFIED IN

THE PROJECT MANUAL. STRICT ADHERENCE TO THIS STANDARD SHALL BE ENFORCED. ANY

DEVIATIONS FROM THIS BASE STANDARD, IF NOT SPECIFICALLY SHOWN WITHIN THESE DRAWINGS

WILL NOT BE ACCEPTED.

7. ALL SURFACES EXPOSED TO VIEW, INCLUDING THOSE SURFACES EXPOSED TO VIEW WHILE IN A

SEATED POSITION, SHALL HAVE A FINISHED SURFACE TO MATCH OTHER ADJACENT FINISHED

SURFACES.

8. ALL COUNTERTOPS TO BE CONSTRUCTED OF SOLID SURFACING WITH 1/4" RADIUS DOUBLE ROUND

UNLESS NOTED OTHERWISE.

9. ALL CABINETS TO HAVE CABINET LINERS ON ALL SURFACES.

10. FURNITURE AND APPLIANCES ARE SHOWN FOR SPACE PLANNING PURPOSES.

GENERAL MILLWORK NOTES

LVT1 (LUXURY VINYL TILE)

PT2 (PORCELAIN FLOOR TILE)

PT1 (PORCELAIN FLOOR TILE)

FINISH FLOOR PLAN LEGEND

SC1 (SEALED CONCRETE)

26.01 26.0126.01

RB1 RB1RB1

12.19

12.19

N

A

26.0126.01

RB1

12.19

26.01

RB1

12.20

26.01

RB1

10.40

10.39 2" 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

/2

/2

:0 :1

A

M

INTERIOR ELEVATIONS AND ENLARGED

PLANS

CLW 45 95Checker

LEVEL 1 SD2 RFP

CENTRAL UTILITY PLANT

04/21/2023

654-212

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE

RENO, NV 89502

AE402

SPUR #: 1791.06

N

1/4" = 1'-0" 1/ AE101

ENLARGED PLAN - CONTROL ROOM N311513/8" = 1'-0" 1/ AE402

CONTROL ROOM N3115 - EAST ELEVATION2

3/8" = 1'-0" 1/ AE401

CONTROL ROOM N3115 - NORTH ELEVATION3

3/8" = 1'-0" 1/ AE402

CONTROL ROOM N3115 - SOUTH ELEVATION5

3/8" = 1'-0" 1/ AE402

CONTROL ROOM N3115 - WEST ELEVATION4

No. REVISION DESCRIPTION DATE

KEYNOTE LEGEND

10.39 PEDESTAL BENCH

10.40 LOCKERS

12.19 SYSTEMS FURNITURE TO BE DETERMINED.

12.20 FURNITURE TO BE DETERMINED.

26.01 LIGHT FIXTURE, AS SCHEDULED, SEE ELECTRICAL DRAWINGS

SOLID SURFACE COUNTERTOP

SS-01 WITH EASED EDGE

3/4" PLYWOOD SUBSTRATE

2' - 0"

1-1/4"x1-1/4"x11 GA. TUBE

STEEL BRACE WELDED TO

STRAP. GRIND WELDS AND

EXPOSED TUBE END

SMOOTH PREPARE FOR

PAINT FINISH TO MATCH

WALL. BRACES TO BE SPAC-

ED AT 30" O.C. MAX.

LINE OF P-LAM PEDESTAL UNIT

WHERE OCCURS.

REFER TO ELEVATION.

TRANSITION STRIP (TR3)

SEALED CONCRETE (SC)

LUXURY VINYL TILE (LVT) AS SCHEDULED

NOTE: ALL TRANSITIONS BETWEEN FLOORING TO MEET AT CENTER OF

DOOR JAMBS.

2"

2'-0"

(TYP)

/2

P-LAM CLAD TOE SPACE

PAINTED DRYWALL

SCRIBE TO WALL

(PULL-1)

P-LAM CLAD (PL- ) 3/4"

MEDIUM DENSITY

FIBERBOARD DRAWER WITH

3-1/2" BENTWIRE PULLS AND

MELAMINE INTERIORS ON

HEAVY DUTY FULL

EXTENSION DRAWER

GUIDES

(75LB AT BOXES, 150LB AT

FILE DRAWERS) PROVIDE (1)

LOCKING MECHANISM TO

CONTROL ALL (3) DRAWERS

1/4" HARDWOOD BOTTOMS

MELAMINE CLAD

1/4"

HARDBOARD BACK

P-LAM CLAD COUNTER

2"

2'-0"

(TYP)

/2

P-LAM CLAD TOE SPACE

PAINTED DRYWALL

SCRIBE TO WALL

MELAMINE CLAD

1/4"

HARDBOARD BACK

1/4" HARDWOOD BOTTOMS

P-LAM CLAD 3/4" MEDIUM

DENSITY FIBERBOARD

DRAWER WITH BENTWIRE

PULLS AND MELAMINE

INTERIORS ON HEAVY

DUTY

FULL EXTENSION DRAWER

GUIDES (150LB AT FILE

DRAWERS) PROVIDE (1)

LOCKING MECHANISM TO

CONTROL ALL (2)

DRAWERS

(PULL-1)

P-LAM COUNTER

PAINTED PARTITION

P-LAM CLAD 3/4"

MEDIUM

DENSITY FIBERBOARD

DOORS W/CONCEALED

HINGES (TYP)

MELAMINE CLAD

1/4"

HARDBOARD BACK

MELAMINE CLAD 3/4"

FIBERBOARD

ADJUSTABLE

SHELF WITH VINYL EDGE

5MM IN-LINE BORED

HOLES

AT 32MM O.C.

(PULL-1)

1' TYP

'-0

SLOPED TOP

INTERIOR PARTITION AS

SCHEDULED

SS TRANSITION STRIP, FINISH: TR1

EPOXY BASE,…