230623 Elko NV 943-001 New Cemetery Construction Bid Docs Plans 7 of 8.pdf

WH

FD

FD

NOYES

APPLICABLE REGULATIONS

GENERAL TYPE OF PROJECT

NFPA NATIONAL FIRE CODES (EXCEPTION: NFPA 5000 & 900)

2018 FGI GUIDELINES

2018 NFPA 101 (LIFE SAFETY CODE)

ABA STANDARDS (2015) (ABAAS)

2018 IBC

REMODEL

ADDITION

NEW BUILDING

PROJECT DESCRIPTION

CODE SUMMARY

PIC/PUBLLIC RESTROOM W/ STORAGE SPACE

VA BARRIER FREE DESIGN STANDARD (PG-18-13)

NOYESAUTHORITIES HAVING JURISDICTION (AHJ's)

THE JOINT COMMISSION (TJC)

CENTER FOR MEDICARE/MEDICAID SERVICES (CMS)

TESTRATING (HRS)

ALLOWABLE (from above)ACTUAL

TOTAL

EXTERIOR DOORS AND WINDOWS

SHAFTS AND EXIT PASSAGEWAYS

OTHER

ROOF CONSTRUCTION

PRIME & SEC. FLOOR BEAMS, JOISTS

FLOOR/CEILING ASSEMBLY

FLOOR CONSTRUCTION

INTERIOR

NON-BEARING WALLS AND PARTITIONS

BEARING WALLS

COLUMNS

GIRDERS

TRUSSES

ROOF/CEILING ASSEMBLY

PRIME & SEC. ROOF BEAMS, JOISTS

EXTERIOR

INTERIOR BEARING WALLS

EXTERIOR BEARING WALLS

STRUCTURAL FRAME

AREA SEPARATIONS / FIRE WALLS

FIRE-RESISTIVE REQUIREMENTS

TYPE(S) OF CONSTRUCTION

ACTUAL AREA PER FLOOR

CONSTRUCTION TYPE(S)

FIRST FLOOR

ADDITIONAL NOTES

NOT APPLICABLE

PLUMBING FIXTURES

TOILETS

LAVATORIES

DRINKING FOUNTAINS

SERVICE SINKS

PROVIDED RQD FACTOR

2 M, 2 F 2 M, 1 F 1/25 for first 50 occupants, then 1/50

1/40 for first 80 occupants, then 1/80 1/100 occupants. 50% may be vending

URINALS 1 -- --

OCCUPANT LOAD OF BUILDING

SF/OCCUPANT OCCUPANTS

TOTAL BUILDING OCCUPANT LOAD:

ACTUAL AREAAREA LOCATION

FIRST LEVEL

9000 SF

1,152 GSF

0 -

(IBC CH 29)

(NFPA 220 TABLE 4.1.1) V(000)

OSHA STANDARDS

VA SEISMIC DESIGN REQUIREMENTS H-18-8

NATIONAL ELECTRIC CODE (NEC)

ASME BOILER AND PRESSURE VESSEL CODE

ASME CODE FOR PRESSURE PIPING

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,

AMERICAN CONCRETE INSTITUTE AND COMETARY (ACI 318)

MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE

FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL

BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

ENERGY POLICY ACT OF 2005 (EPAct)

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

FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE

BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

EXECUTIVE ORDER 13834

THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED

IN THE GENERAL REQUIREMENTS SECTION 01010 OF THE VA

MASTER CONSTRUCTION SPECIFICATION

VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY - ASHRAE

STANDARD 62.1-2004

SAFETY STANDARD FOR REFRIGERATION SYSTEMS - ASHRAE

STANDARD 15 -2007

VA FIRE PROTECTION DESIGN MANUAL

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA

NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER

GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL)

16'-0"

NOYES

ALLOWABLE HEIGHTACTUAL HEIGHT

(504.2)

(Table 601, footnote d or e)

(Table 503)

(Table 503)

ONE HOUR SPRINKLER SUBST

EXTRA FLOOR/HEIGHT FOR SPRINKLER

40'-0"

STORIES

FEET

BUILDING HEIGHT

(Choose One)

(IBC Section 503)

( from table 503)

YES NO

(1 HOUR CONSTRUCTION SUBST)

(MULTIPLE STORY BUILDING)

(SINGLE STORY BUILDING)

BASIC ALLOWABLE AREA x 0

BASIC ALLOWABLE AREA x 2

BASIC ALLOWABLE AREA x 3

ALLOWABLE AREA PER FLOOR

TOTAL ALLOWABLE AREA/FLOOR

SPRINKLER INCREASE

BASIC ALLOWABLE AREA

FRONTAGE INCREASE

9000 SF

NOYES

(Section 8.3)

CHANGE OF OCCUPANCY?

SEPARATED OCCUPANCIES?

FIRE BARRIER RATING(S) NOT APPLICABLE

OCCUPANCY CLASSIFICATION(S)

OCCUPANCIES

(If Remodeling)

2018 LSC (TABLE 6.1.14.1)

(LSC CH 12-42)

NOYES

FIRE RESISTIVE CORRIDORS?

SMOKE TIGHT CORRIDORS (SMOKE PARTITIONS)

INCIDENTAL USE AREA RATING(S) NA

MISCELLANEOUS

INTERIOR FINISHES CLASSIFICATION AEXITS

B EXIT ACCESS CORRIDORS

COTHER SPACES

9000 SF

NA

NA

9000 SF 9000 SF

9000 SF

121,152/100

2 M, 2 F 2 M, 1 F

NA

BUILDING FLOOR AREA DOES NOT EXCEED

1,500 SF - IBC SECTION 903

AUTOMATIC SPRINKLER SYSTEM

AREAS OF REFUGE REQUIRED

MEANS OF EGRESS CAPACITY (12 x 0.2)

EGRESS

2.5"

NOYES

ACCESSIBLE MEANS OF EGRESS ("MOE") REQUIRED

ELEVATOR REQUIRED AS MEANS OF EGRESS

FE

34'-0"

COMMON PATH OF TRAVEL

'-0

E X

IT

A

C C

E S

S T

R A

V E

L D

IS

T

A N

C E

STORAGE

PORTICO

MENS

WOMENS

TECH

CLOSET

HAC

LIFE SAFETY SYMBOLS

SMOKE TIGHT

ASSEMBLY

1 HOUR FIRE

BARRIER

2 HOUR FIRE

BARRIER

3 HOUR FIRE

BARRIER

1 HOUR FIRE &

SMOKE BARRIER

2 HOUR FIRE &

SMOKE BARRIER

3 HOUR FIRE &

SMOKE BARRIER

HE

TRAVEL DISTANCE

100'-10"

TRAVEL DISTANCE

EA

EDEXIT EXIT

HORIZONTAL EXIT

EXIT DISCHARGE

EXIT ACCESS

FIRE

EXTINGUISHER

FE

FIRE

EXTINGUISHER

CABINET

FEC

LIMITS OF

CONSTRUCTION

SMOKE

COMPARTMENT

BOUNDARY

HEALTH CARE

SUITE

NOTE: NOT ALL SYMBOLS MY BE USED ON EACH PLAN

OCCUPANCY

SEPARATION

SHAFT

ADJACENT SYMBOLS SHOW PARTITION RATING AND

DAMPER REQUIREMENTS

HAZARDOUS USE

ADJACENT SYMBOLS SHOW PARTITION RATING.

OPENINGS REQUIRE CLOSER & LATCH

EXIT PASSAGEWAY

RATE AS STAIR

ALL OPENINGS TO BE RATED AS STAIR SHAFT

CORRIDOR

WALLS TO LIMIT THE TRANSFER OF SMOKE

ADJUNCT CORRIDOR or PSYCHIATRIC AREA or CONSTRUCTED WITH MIN. 4'-0" CLEAR

WITH (PER CHAPTER 19)

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

Lowell Anderson

05/05/2023

19366

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1401-AE100

PIC/PUBLIC RESTROOM LIFE

SAFETY PLAN

ELKO NATIONAL CEMETERY

3602 JENNINGS WAY, ELKO, NV 89801

943-001

5/5/2023 LA JT16735

1/4" = 1'-0"

PIC/PUBLIC RESTROOM LIFE SAFETY PLAN

0 4' 8'2'

Dwg 88 of 133

PLAN

NORTH

TRUE

NORTH

Revisions: Date:

FD

AE201

AE201

AE201

AE201

AE301

AE301

AE211

'-0

8' -0

1'-6" 2'-6"

5' -4

6' -8

6'

-8

10'-0"

1'-4" 14'-2" 5'-10"

4' -2

4'

-0

8' -0

"2

'-6

5'

-4

'-6

'-0

GRAVE

LOCATOR

MENS

WOMENS

STORAGE

PORTICO

20'-8" 2'-0" 12'-8" 2'-0"

22'-8"

4' -0

"3

AE301

AE301

AE501

AE211

AE211

8' -4

TECH

CLOSET

4' -0

"4' -0

5'-6"3'-6" 1"1"2'-7 3/4"5'-6"

AE301 9

AE301

2' -0

2' -0

2'

-0

2' -0

LINE OF ROOF

OVERHANG

ABOVE

1'-0"

1'-0"

AE501

AE301

20'-8" 2'-0" 12'-8" 2'-0" 26'-8"

CONCRETE

SLAB

SIDEWALK

CONCRETE

SLAB

SIDEWALK

A3

XN3

XN3

A3

TYP

64'-0"

'-0

4' -0

'-0

1'

-4

'-0

BOOSTER

PUMP

DEDICATION

PLAQUE

AE2118

8' -2

R O

2' -3

/8

AE501

FE 8'-0"

DIAPER CHANGING STATION

DIAPER CHANGING

STATION

10"

10"

C J

C J

SAWCUT CONTROL JOINTS-

SEE CIVIL 6/CP501

C J

C J

C J

C J

CJ CJ CJ

HAC

A3

AE211

6' -0

6'

-0

4'-0"3'-1" 3'-4 1/2"

2' -1

2' -1

STORAGE

MENS

WOMENS

PORTICO

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-8"

TECH

CLOSET

AFF9'-0"

PORTICO RIDGE

TONGUE AND GROOVE

WOOD BOARDS

SLOPE SLOPE

2'-0" 6'-0" 2'-0"2'-0" 2'-0" 5'-4" 2'-0" 4'-8" 2'-0" 5'-4" 2'-0" 2'-8"

2'-0" 5'-4" 2'-0" 4'-8" 2'-0" 5'-4" 2'-0" 2'-8"

HIGH WINDOW, TYP

AE501

E Q

E Q

EQ EQ

3' -0

4'-4" 3'-0"

2' -0

4'-6" 2'-4"

4'-2" 5'-2" 5'-2"

3' -4

3' -0

4'-4" 3'-0"

2' -0

4'-6" 2'-4"

4'-2" 5'-2" 5'-2"

3' -4

2'-8"

2' -8

3'X3'

ACCESS

PANEL

8'-11"

5"

1'-3 1/2"

1'-6" 2'-6" 2'-10"

1' -0

1'-6" 2'-6" 2'-10"

1' -0

2'-0" 6'-0" 2'-0" 6'-0" 2'-0"2'-0"

AE602

UNIT HEATER -

SEE MECH

WALL MOUNTED

EMERGENCY

LIGHT

CAMERA

LOCATION FOR

ADDITIONAL

NOTES AND

INFORMATION

SEE 1/ EY-102

CAMERA LOCATION FOR

ADDITIONAL NOTES AND

INFORMATION SEE 1/ EY-102

CAMERA

LOCATION FOR

ADDITIONAL

NOTES AND

INFORMATION

SEE 1/ EY-102

CAMERA

LOCATION FOR

ADDITIONAL

NOTES AND

INFORMATION

SEE 1/ EY-102

EQ EQ

E Q

E Q

EQ EQ

E

Q E

Q

HAC

AFF9'-0"

2' -0

2'

-0

2' -0

2'

-0

LED COVE

LIGHT

TERMINATE LIGHT

FIXTURE 2'-0" FROM

END OF WALL,TYP

RCP GENERAL NOTES

1. GENERAL CONTRACTOR TO COORDINATE ALL CEILING MOUNTED EQUIPMENT

SUPPORT REQUIREMENTS, LOCATIONS, DIMENSIONS, ETC WITH EQUIPMENT

SUPPLIER AND OWNER, PRIOR TO INSTALLATION.

2. ALL CEILING MOUNTED ITEMS SUCH AS LIGHT FIXTURES, GRILLES, DIFFUSERS,

SPEAKERS, EXIT LIGHTS, ETC SHALL BE LOCATED IN THE CENTER OF ACT PANELS,

GYP BD SOFFITS AND/OR PLASTER SOFFIT BAYS, UNLESS NOTED OTHERWISE.

COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS.

REFLECTED CEILING PLAN SYMBOLS

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

GYP BD

CEILING /

SOFFIT

ACT CEILING

SYSTEM

EXISTING

ACT CEILING

SYSTEM

IV TRACK

CUBICLE

CURTAIN

TRACK

ACCESS

PANEL

2'-0" x 4'-0"

LIGHT FIXTURE

2'-0" x 2'-0"

LIGHT FIXTURE

COVE LIGHT

PENDANT STRIP

LIGHT FIXTURE

RECESSED

LIGHT FIXTURE

MECHANICAL

SUPPLY GRILL

MECHANICAL

RETURN GRILL

WALL SCONCE

LIGHT FIXTURE

MECHANICAL

LINEAR SUPPLY

GRILL

CEILING

ELEVATION AND

FINISH

9'-0" AFF

ACT

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL AND PLUMBING

ALONG WITH OTHER SYSTEMS. THIS INCIDENTAL WORK SHALL BE PART OF THIS

CONTRACT, AND ALL TRADES SHALL INSPECT THESE AREAS, ASCERTAIN WORK

REQUIRED AND DO THE WORK IN ACCORDANCE OF CONTRACT REQUIREMENTS AT

NO ADDITIONAL COST.

2. CONTRACTORS SHALL VISIT THE SITE DURING BIDDING TO BECOME FAMILIAR WITH

THE EXISTING CONDITIONS. THE GENERAL CONTRACTOR SHALL LOCATE, INSPECT

AND FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR

TO DEMOLITION AND CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

4. EQUIPMENT UNIT DIMENSIONS ARE FOR PRODUCT DESCRIPTION ONLY, VERIFY SIZE

WITH MANUFACTURER.

5. ALL DIMENSIONS PERTAINING TO MECHANICAL OR ELECTRICAL SERVICES OR

EQUIPMENT SHALL BE VERIFIED WITH THE RESPECTIVE TRADE.

6. VERIFY HEIGHTS AND LOCATIONS OF ACCESS PANELS (AP) AND COORDINATE TYPES

WITH TRADES WHICH REQUIRE THEM.

7. PROVIDE LINTELS AND FRAMING FOR GRILLES, LOUVERS, AND ROOF VENTS AS

REQUIRED BY MECHANICAL CONTRACTOR, VERIFY SIZE AND LOCATION.

8. STRUCTURAL, MECHANICAL, AND ELECTRICAL ABBREVIATIONS AND SYMBOLS MAY

DIFFER FROM ARCHITECTURAL. SEE RESPECTIVE SECTIONS AND/OR DRAWINGS FOR

DEFINITIONS.

9. FOR ADDITIONAL NOTES AND INFORMATION REFER TO STRUCTURAL, MECH, ETC..

DRAWINGS.

FLOOR PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL

EXISTING DOOR

AND FRAME TO

REMAIN

DOOR

INTERIOR

BORROWED LIGHT

101B

101A

8'-0"

DIMENSION LINE,

NOMINAL

8'-0" EXTENDED

DIMENSION LINE,

NOMINAL

AE2111A

INTERIOR

ELEVATION

INDICATOR TAG

2B

AE2O1

EXTERIOR

ELEVATION

INDICATOR TAG

1A

203 EQUIPMENT TAG

100 FLOOR SPOT

ELEVATIONWALL TAG

OFFICE

ROOM NAME AND

NUMBER AE501

1A

DETAIL REFERENCE

TAG

AE2O1

EXTERIOR SECTION

REFERENCE TAG

1A

AE2O1

INTERIOR SECTION

REFERENCE TAG

1A

KEY NOTE

A

GRIDLINE

REVISION TAG

PR01

REVISION CLOUD

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

FP10

B3

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

Lowell Anderson

05/05/2023

19366

C U s e rs

\j tu c h te n h a g e n

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1401-AE111

PIC/PUBLIC RESTROOM FLOOR

PLAN & RCP

ELKO NATIONAL CEMETERY

3602 JENNINGS WAY, ELKO, NV 89801

943-001

5/5/2023 LA JT16735

1/4" = 1'-0"

FLOOR PLAN

0 4' 8'2'

Dwg 89 of 133

1/4" = 1'-0"

REFLECTED CEILING PLAN

0 4' 8'2'

PLAN

NORTH

TRUE

NORTH

PLAN

NORTH

TRUE

AE301

AE301

AE301

RIDGE

STANDING

SEAM

METAL ROOF

AE301

2' -0

2'

-0

2' -0

2'

-0

1'-0"

DASHED LINE

INDICATES EXTERIOR

FACE OF WALL BELOW

SLOPE

S

LO

P E

S

LO

P E

SLOPE

SLOPE SLOPE

AE301

GUTTER

GUTTER

AE301

METAL SNOW GUARD

TYPICAL

AE501

1'-0"

2'-0" 2'-0"

2'-0"2'-0"

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

Lowell Anderson

05/05/2023

19366

C U s e rs

\j tu c h te n h a g e n

\D o c u m e n ts \1

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1401-AE121

PIC/PUBLIC RESTROOM ROOF PLAN

ELKO NATIONAL CEMETERY

3602 JENNINGS WAY, ELKO, NV 89801

943-001

5/5/2023 LA JT16735

0 4' 8'2'

1/4" = 1'-0"

ROOF PLAN

Dwg 90 of 133

PLAN

NORTH

TRUE

FIRST FLOOR

100'-0"

AE301

AE301

STANDING SEAM

METAL ROOF

ROCKFACE

NATURAL STONE

VENEER

HONED

NATURAL STONE

VENEER BASE

AE301

OPEN TO BEYOND

ROCKFACE NATURAL

STONE VENEER

TO WALL

110'-0"

AE301

W1 W1 W1 W1

CJ/EJ CJ/EJ

METAL GUTTER

W1W1W1

DOWNSPOUT

BEYOND

METAL SNOW GUARD

REQUIRED AREA OF MOCKUP -

SEE SECTION 01 43 39

MOCKUP REQUIREMENTS

'-0

FIRST FLOOR

100'-0"

DOWNSPOUT SHOE

TYPICAL - SEE CIVIL

DRAWING FOR

ADDITIONAL NOTES

AND INFORMATION

HONED NATURAL STONE

VENEER PANEL BEYOND

METAL PANEL

STANDING SEAM

METAL ROOF

TO WALL

110'-0"

CJ/EJ CJ/EJ

GUTTER

DOWNSPOUT

HONED NATURAL STONE

VENEER BASE

CAMERA LOCATION FOR

ADDITIONAL NOTES AND

INFORMATION SEE 1/

EY-102

ROCKFACE

NATURAL

STONE

VENEER

FIRST FLOOR

100'-0"

AE301

AE301

OPEN TO BEYOND

STANDING SEAM

METAL ROOF

ROCKFACE

NATURAL

STONE

VENEER

HONED NATURAL

STONE VENEER

BASE

ROCKFACE NATURAL

STONE VENEER

2' -0

TO WALL

110'-0"

W1 W1 W1 W1 W1 W1

CJ/EJ CJ/EJ

METAL GUTTER

1' -0

5'

-8

DOWNSPOUT

BEYOND

METAL SNOW GUARD

FIRST FLOOR

100'-0"

ROCKFACE

NATURAL

STONE

VENEER

HONED NATURAL STONE VENEER PANEL BEYOND

HONED NATURAL STONE VENEER BASE

METAL PANEL

STANDING SEAM

METAL ROOF

AE301

TO WALL

110'-0"

CJ/EJ CJ/EJ

DOWNSPOUT SHOE

TYPICAL - SEE CIVIL

DRAWING FOR

ADDITIONAL NOTES

AND INFORMATION

CAMERA LOCATION FOR

ADDITIONAL NOTES AND

INFORMATION SEE 1/ EY-102

WALL MOUNTED PANEL

CONDENSING UNIT ON

CONCRETE PAD IN

FOREGROUND SHOWN

DASHED

EXHAUST FLUE - SEE 1/M-101

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

Lowell Anderson

05/05/2023

19366

C U s e rs

\j tu c h te n h a g e n

\D o c u m e n ts \1

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1401-AE201

EXTERIOR ELEVATIONS

ELKO NATIONAL CEMETERY

3602 JENNINGS WAY, ELKO, NV 89801

943-001

5/5/2023 LA JT16735

1/4" = 1'-0"1

NORTH ELEVATION

1/4" = 1'-0"2

EAST ELEVATION

1/4" = 1'-0"

SOUTH ELEVATION

1/4" = 1'-0"

WEST ELEVATION

Dwg 91 of 133Revisions: Date:

CASEWORK GENERAL NOTES

1. FULL HEIGHT STORAGE CABINETS (UNO)

- SHALL BE 2'-0" DEEP

- 2'-0" MAX DOOR WIDTH

- WARDROBE CABINETS TO BE 2'-0" DEEP

- PROVIDE (5) FIVE ADJ PLAM SHELVES

2. BASE AND WALL CABINETS (UNO)

- WALL CABINETS 1'-0" DEEP CLEAR INSIDE MINIMUM

- BASE CABINETS 2'-0" DEEP

- (1) ADJ PLAM SHELF AT 2'-0" HIGH WALL CABINETS

- (2) ADJ PLAM SHELVES AT 2'-6" HIGH WALL CABINETS, AND

- (3) ADJ PLAM SHELVES AT 3'-0" HIGH WALL CABINETS

3. SEE INTERIOR ELEVATIONS FOR PLAM FILLERS AND SLOPED TOPS.

4. WHERE FILLER STRIPS ARE REQUIRED, THEY SHALL BE EQUAL IN SIZE AT BOTH

ENDS OF CASEWORK (UNO).

5. PROVIDE LOCKS ON INDIVIDUAL DOORS AND DRAWERS WHERE INDICATED.

6. PROVIDE CONTINUOUS SEALANT AT TOP OF BACKSPLASH/SIDESPLASHES.

7. PROVIDE 1" THICK SHELVES WHERE CABINETS ARE OVER 3'-0" WIDE.

8. PROVIDE GROMMETS AT WORKSTATIONS, INCLUDING NURSE STATIONS, RECEPTION

DESKS AND OTHER WORK COUNTERS. CUT IN FIELD-PROVIDE ONE PER ELECTRICAL

DEVICE BELOW COUNTER-COORDINATE LOCATIONS WITH OWNER. COLOR TO BE

SELECTED BY ARCHITECT. SEE SPECIFICATION FOR GROMMET TYPES AND SIZES.

9. PROVIDE A 2" RADIUSED EDGE (IN PLAN) AT ALL OUTSIDE, EXPOSED COUNTERTOP

CORNERS (UNO). ALL PLAM COUNTERTOPS SHALL HAVE A 1 1/4" THICK PLAM SQUARE

EDGE NOSING (UNO)

10. ALL COUNTERTOPS ARE 2'-1" DEEP (UNO)

11. PROVIDE PLYWOOD BACKING AT ALL SOLID SURFACE COUNTERTOPS.

12. COUNTERTOP SUPPORT BRACKETS ARE PROVIDED BY THE CASEWORK SUPPLIER.

PROVIDE WALL BLOCKING AT EACH SUPPORT. SPACE AT 3'-0" OC MAX.

13. COORDINATE LOCATION OF ALL UNDERCOUNTER SUPPORT WITH OWNER

FURNISHED/OWNER INSTALLED EQUIPMENT.

14. NO EXPOSED FASTENERS ON CASEWORK (UNO)

15. ALL EXPOSED METAL CLIP ANGLES AND BRACKETS TO BE PAINTED TO MATCH

CASEWORK.

16. ALL EXPOSED AND SEMI-EXPOSED SURFACES OF CASEWORK, SHELVING, BASE,

FULL HEIGHT AND UPPER WALL CABINETS, AND FINISHED END PANELS ARE PLAM

(UNO)

17. FIELD VERIFY SPACE AVAILABLE AT CABINET LOCATIONS PRIOR TO CASEWORK

FABRICATION.

18. RETURN BACKSPLASH AT SIDEWALLS (UNO).

19. TUCK WALL COVERING BEHIND ALL BACKSPLASHES.

20. ALL CABINETS TO RECEIVE BASE SCHEDULED FOR ROOM (UNO).

21. COORDINATE ALL SWITCHES, UNDER-CABINET LIGHT FIXTURES AND

UNDERCOUNTER RECEPTACLES WITH THE ELECTRICAL CONTRACTOR.

22. PROVIDE HANGING FILE EDGE/HARDWARE WHERE FILE DRAWERS ARE INDICATED

23. PROVIDE A 1/4" GAP BETWEEN BOTTOM EDGE OF COUNTERTOP AND TOP EDGE OF

DOOR FRONTS/DOORS OF CABINETS

24. REFER TO FINISH PLAN GENERAL NOTES FOR CASEWORK FINISHES (UNO)

25. BASE AS SCHEDULED (UNO)

26. PLAM COUNTERTOPS TO RECEIVE 3mm FLAT PVC EDGE (UNO).

27. NUMBERS SHOWN BELOW BASE CABINETS AND ABOVE WALL CABINETS REFER TO

NOMINAL WIDTH DIMENSIONS, IN INCHES, FOR THAT CABINET. SEE REFERENCE

DETAILS FOR ADDITIONAL INFORMATION.

A5200

A5109B

TOILET PARTITION

A5075

A5080

PT-1 COVE BASE

PT-1 TO CEILING,

INSTALL STACKED

S-1 COUNTERTOP W/BACK

& SIDE SPLASH

M

IN

2' -3

INSULATE EXPOSED PIPES

A1066 A1066

A5109A

F1015

TOILET PARTITION

URINAL SCREEN 10

AE211

A5080

A5075

PT-1 COVE BASE

PT-1 TO CEILING, INSTALL STACKED

S-1 COUNTERTOP W/BACK

AND SIDE SPLASH

INSULATE EXPOSED PIPES

A1066 A1066

TOILET PARTITION

AE211

A5090

A5200

A5109B

TOILET PARTITION

2'-0" X 3'-0"

DEDICATION PLAQUE

4" HONED NATURAL

STONE VENEER BORDER

2' -8

3'

-8

4" 2'-0" 4"

8'-0" 2'-8"

7'-8"

ROCKFACE NATURAL

STONE VENEER

HONED NATURAL STONE

VENEER BASE

GRAVE LOCATOR

AE501

EMERGENCY LIGHT

CAMERA LOCATION FOR

ADDITIONAL NOTES AND

INFORMATION SEE 1/ EY-102

4" HONED NATURAL

STONE VENEER BORDER

4' -8

1'

-8

2'-7 1/2"RO

3'-4"

AE211

2'-0" 2'-0"

LIGHT COVE

4" ROCKFACE

NATURAL STONE

VENEER

4" HONED NATURAL

STONE VENEER

2'-0" X 3'-0"

DEDICATION PLAQUE

4" 3'

-0

4"

4" 2'-0" 4"

ROSETTE WITH

THREADED PIN

CENTER ALL TEXT TO

PLAGUE

CENTER PLAQUE IN

HONED NATURAL

STONE VENEER

NOTES:

1. SEE SPECIFICATION FOR MATERIAL, WORKMANSHIP, FINISH, COATING AND FASTENERS.

2. DEDICATION PLAQUE IS TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR.

3. DEDICATION PLAQUE: 24"X 36".

4. SUBMIT SHOP DRAWINGS.

ELEVATION SECTION

4" HONED NATURAL STONE

VENEER

DEDICATION PLAQUE

4" HONED NATURAL STONE

VENEER

8" CMU

2" RIGID INSULATION

ROSETTE THREADED PIN

4" ROCKFACE NATURAL

STONE VENEER

1/

2"

5/16" [8mm] X 10"

TOGGLE BOLT,

EXPANSION BOLT OR

APPROPRIATE ANCHORAGE, TYP2

1/ 2"

4" ROCKFACE NATURAL

STONE VENEER

WATER HEATER,

SEE MECHANICAL

MOP SINK

STAINLESS STEEL

SURROUND

BOOSTER PUMP

4' -0

4'-0"

4' -0

30"

2' -6

METAL CASEWORK

WALL

BACKING

2' -1

0"

UNDERMOUNT SINK -SEE PLUMBING

DRAWINGS

8 5/8" 1'-0 7/8" 3 1/2" FAUCET SEE PLUMBING DRAWINGS.

SOLID SURFACE APRON

2' -3

INSULATE EXPOSED PIPES

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

Lowell Anderson

05/05/2023

19366

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1401-AE211

INTERIOR ELEVATIONS

ELKO NATIONAL CEMETERY

3602 JENNINGS WAY, ELKO, NV 89801

943-001

5/5/2023 LA JT16735

1/4" = 1'-0"2

ELEVATION - STORAGE 101 - NORTH 1/4" = 1'-0"4

ELEVATION - MENS 104 - WEST

1/4" = 1'-0"

ELEVATIONS - MENS 104 - NORTH

1/4" = 1'-0"

ELEVATION - WOMENS 105 - SOUTH

1/4" = 1'-0"

ELEVATION - WOMENS 105 - WEST

1/4" = 1'-0"1

ELEVATION - STORAGE 101 - WEST

Dwg 92 of 133

1/4" = 1'-0"

ELEVATION - PORTICO

3/4" = 1'-0"

DEDICATION PLAQUE DETAIL

1/4" = 1'-0"3

ELEVATION - HAC 106 - SOUTH

Revisions: Date:

1" = 1'-0"

CABINET WITH SINK AND APRON

AE301

AE301

TO WALL

110'-0"

TO FOOTING

97'-6"

AE501

AE501

AE501

AE501

TRUSS GIRDER -

SEE STRUCTURAL

TRUSS GIRDER -

SEE STRUCTURAL

12'-8"

PARALLEL CHORD TRUSS -

SEE STRUCTURAL

OVERFRAMING

FIRST FLOOR

100'-0"

AE301

TO WALL

110'-0"

8' -1

1"

TO FOOTING

97'-6"

LIGHT COVE

2'-0"2'-0"

FIRST FLOOR

100'-0"

AE301

TO WALL

110'-0"

TO FOOTING

97'-6"

AE301

FIRST FLOOR

100'-0"

TO WALL

110'-0"

HONED NATURAL

STONE VENEER BASE

FOUNDATION WALL-

SEE STRUCTURAL

FOOTING -

SEE STRUCTURAL

2" BOARD PERIMETER

INSULATION

FLUID-APPLIED

MEMBRANE AIR

BARRIER

4" ROCKFACE

NATURAL STONE

VENEER

METAL SOFFIT

PANEL

STANDING SEAM

METAL ROOF

WOOD TRUSS

CMU BOND BEAM

2" AIR SPACE

2" RIGID INSULATION

8" CMU-

PAINTED

BATT INSULATION

R=40

1' -0

AE501

STORAGE

2"

AE301

WALL TIE @ 1'-4"

OC TYPICAL

2'-0"

FLUID-APPLIED

MEMBRANE AIR

BARRIER

FIRST FLOOR

100'-0"

TO WALL

110'-0"

HONED NATURAL

STONE VENEER

BASE

FOUNDATION WALL-

SEE STRUCTURAL

FOOTING -

SEE STRUCTURAL

4" ROCKFACE

NATURAL STONE

VENEER

CMU BOND BEAM

2" AIR SPACE

2" RIGID INSULATION

8" CMU

PAINTED

PORTICOSTORAGE

TRUSS GIRDER-

SEE STRUCTURAL

2X8 SILL PLATE

LED LIGHT

COVE

2" BOARD

PERIMETER

INSULATION

BATT

INSULATION

R=40

1' -0

WALL TIE @ 1'-4"

OC TYPICAL

PARALLEL

CHORD TRUSS

AE501

SIM

FLUID-APPLIED

MEMBRANE AIR

BARRIER

FIRST FLOOR

100'-0"

TO WALL

110'-0"

HONED NATURAL

STONE VENEER BASE

FOUNDATION WALL-

SEE STRUCTURAL

FOOTING -

SEE STRUCTURAL

4" ROCKFACE

NATURAL STONE

VENEER

TRUSS SPANNING

NORTH/SOUTH

2" AIR SPACE

2" RIGID

INSULATION

8" CMU

SST

FLASHING

METAL PANEL

FLAT SEAM

FLUID-APPLIED MEMBRANE

AIR BARRIER

3/4" PLYWOOD

2" BOARD PERIMETER

INSULATION

FLUID-APPLIED

MEMBRANE AIR

BARRIER

BATT INSULATION

R=40

AE301

1' -0

WALL TIE @ 1'-4"

OC TYPICAL

FLUID-APPLIED MEMBRANE

AIR BARRIER

FIRST FLOOR

100'-0"

TO WALL

110'-0"

HONED NATURAL

STONE VENEER BASE

FOUNDATION WALL-

SEE STRUCTURAL

FOOTING -

SEE STRUCTURAL

2" BOARD PERIMETER

INSULATION

FLUID-APPLIED

MEMBRANE AIR

BARRIER

4" ROCKFACE

NATURAL STONE

VENEER

METAL PANEL

WITH VENT

STANDING SEAM

METAL ROOF

WOOD

TRUSS

CMU BOND BEAM

2" AIR SPACE

2" RIGID INSULATION

8" CMU

BURNISHED

BATT INSULATION

R=40

AE501

AE501

AE501

RESTROOM

1' -0

WALL TIE @ 1'-4"

OC TYPICAL

FLUID-APPLIED

MEMBRANE AIR

BARRIER

METAL ROOF PANEL

UNDERLAYMENT

1/2" EXTERIOR GYP SHEATHING

RAKE CLOSURE TRIM PIECE FLASHING

BY METAL ROOF MANUFACTURER

UNCLEATED 22 GA SHEET METAL FASCIA

SLIPPED UNDERNEATH ROOFING PLIES.

PROVIDE SLOTTED HOLES AT TOP EDGE

OF FASCIA FACE FOR ATTACHMENT TO

BEAM TO ALLOW FOR EXPANSION

BREAK FORMED HORIZONTAL

STIFFENING JOINT @ MID-

POINT OF FASCIA FACE

DRIP EDGE

PREFINISHED SOFFIT PANEL

METAL WALL PANEL

3/4" PLYWOOD

LINEAR VENT

STANDING SEAM

METAL ROOF

WOOD TRUSS WITH

11 3/4" HEEL

CMU BOND BEAM

2" AIR SPACE

BATT INSULATION R=40

UNDERLAYMENT

1/2" EXTERIOR GYP SHEATHING

CLOSURE TRIM PIECE FLASHING BY

METAL ROOF MANUFACTURER

UNCLEATED 22 GA SHEET METAL

FASCIA SLIPPED UNDERNEATH

ROOFING PLIES. PROVIDE SLOTTED

HOLES AT TOP EDGE OF FASCIA FACE

FOR ATTACHMENT TO BEAM TO ALLOW

FOR EXPANSION

DRIP EDGE

3/4" PLYWOOD

FLUID-APPLIED MEMBRANE

AIR BARRIER

16 GAUGE ALUM

FLASHING WITH

DRIP

SEALANT AND BACKER

ROD

ROCKFACE NATURAL

STONE VENEER

8 MIL VAPOR RETARDER

CONT FASTEN TO

BLOCKING

ALUMINUM

PREFINISHED

SOFFIT PANEL

3" DEEP SPRAY FOAM

INSULATION

1"

METAL GUTTER

WOOD BLOCKING -

SEE STRUCTURAL

2x14 WOOD

BLOCKING -

SEE STRUCTURAL

(2) 1 1/2" DIA HOLES IN THE

2x14 WOOD BLOCKING

BETWEEN EACH TRUSS

INSULATION BAFFLE

MANUFACTURED METAL

RIDGE VENT

STANDING SEAM METAL

ROOF

1/2" EXTERIOR GYP SHEATHING

3/4" PLYWD

SHEATHING

UNDERLAYMENT

WOOD TRUSS

MIN

1 3/4"

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

Lowell Anderson

05/05/2023

19366

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1401-AE301

BUILDING SECTIONS, WALL

SECTION AND DETAILS

ELKO NATIONAL CEMETERY

3602 JENNINGS WAY, ELKO, NV 89801

943-001

5/5/2023 LA JT16735

1/4" = 1'-0"

BUILDING SECTION EAST/WEST

1/4" = 1'-0"

BUILDING SECTION @ PORTICO

1/4" = 1'-0"

BUILDING SECTION @ STORAGE

1/2" = 1'-0"

WALL SECTION

Dwg 93 of 133

1/2" = 1'-0"

WALL SECTION @ PORTICO

1/2" = 1'-0"

WALL SECTION @ END WALL

1/2" = 1'-0"

WALL SECTION @ HIGH WINDOW

1 1/2" = 1'-0"

RAKE DETAIL

1 1/2" = 1'-0"

EAVE DETAIL

1 1/2" = 1'-0"

RIDGE DETAIL

2'-0"

8" CMU

ROCKFACE NATURAL

STONE VENEER

ROCKFACE

NATURAL STONE

VENEER

AIR SPACE

2" INSULATION

8" CMU

4' -0

NATURAL STONE PANELS

ROCKFACE NATURAL

STONE VENEER

AIR SPACE

2" INSULATION

8" CMU

3/8" CONTROL

JOINT

3/8" EXPANSION JOINT

T Y

P

2' -0

GALV BREAK METAL FLASHING

GALVANIZED STEEL LINTEL 5" x 3 1/2" x 5/16" LLV WITH 8" BEARING EACH

SIDE -SEE STRUCTURAL

BACKER ROD AND

SEALANT -BOTH SIDES

CAVITY DRAIN MATERIAL

TERMINATION BAR

SELF ADHERING MODIFIED

BITUMINOUS - SEAL VAPOR TIGHT TO

TOP OF MET FLASHING

FLUID-APPLIED MEMBRANE AIR BARRIER

CLIP ATTACHED MINERAL WOOL

12 GAUGE GALVANIZED BENT

STEEL PLATE

FILL FRAME WITH SPRAY FOAM

HM FRAME AND INSUL HM DOOR

3/ 8"

8" M

IN

GALV BREAK METAL CLOSURE TRIM

2 5/8"6 3/4"

SEALANT

BOND BEAM. -SEE STRUCTURAL

ROCKFACE NATURAL STONE

VENEER

8" CMU

2" INSULATION

INSULATED HM DOOR AND FRAME

AS SCHEDULED

FACE OF CMU

BEYOND

2"X4"X1/4" GALV CONT

BENT PLATE W/ 5/8" DIA

ANCHOR AT 2'-0" OC -

TYP

2" RIGID INSULATION

FLUID APPLIED MEMBRANE

2" PERIMETER

INSULATION

CONCRETE SLAB -SEE STRUCTURAL

VAPOR BARRIER

FOUNDATION WALL -SEE STRUCTURAL

METAL THRESHOLD SET IN SEALANT BED

CONCRETE SLAB -

SEE STRUCTURAL

1'-6"

BACKER ROD AND

SEALANT -BOTH SIDES

3" DEEP SPRAY FOAM

INSULATION

BUILDING MEMBRANE

TERMINATION BAR

SELF ADHERING MODIFIED

BITUMINOUS

FILL FRAME WITH SPRAY FOAM

HM FRAME AND INSUL HM DOOR

4" M

IN

2 5/8"

ROCKFACE NATURAL

STONE VENEER

8" CMU

2" INSULATION

AIR SPACE

6 3/4"

12 GAUGE GALVANIZED BENT

STEEL PLATE

GALV BREAK METAL FLASHING

GALVANIZED STEEL LINTEL 5" x 3 1/2" x 5/16" LLV WITH 8" BEARING EACH

SIDE -SEE STRUCTURAL

LOUVERED WEEP HOLES AT 16" ON

CENTER

STAINLESS STEEL FLASHING

WITH DRIP

CAVITY DRAIN MATERIAL

TERMINATION BAR

SELF ADHERING MODIFIED

BITUMINOUS - SEAL VAPOR TIGHT TO

TOP OF MET FLASHING

FLUID-APPLIED MEMBRANE AIR BARRIER

CLIP ATTACHED MINERAL WOOL

8" M

IN

GALV BREAK METAL CLOSURE TRIM

2 5/8"

BOND BEAM. -SEE STRUCTURAL

ROCKFACE NATURAL STONE

VENEER

8" CMU

2" INSULATION

BACKER ROD AND

SEALANT

PRIMARY SEAL

BACKER ROD AND SEALANT

ALUM WINDOW SYSTEM - SEE

EXTERIOR ELEVATIONS

AND WINDOW TYPES

10'-8"12 GAUGE GALVANIZED BENT

STEEL PLATE

3" DEEP SPRAY FOAM

INSULATION

BUILDING MEMBRANE

TERMINATION BAR

SELF ADHERING MODIFIED

BITUMINOUS 4"

M

IN

PROVIDE BULLNOSE EDGE ON ALL

EXPOSED BURNISHED CMU

CORNERS

2 5/8"

ROCKFACE NATURAL

STONE VENEER

8" CMU

2" INSULATION

AIR SPACE

BACKER ROD AND

SEALANT

PRIMARY SEAL

BACKER ROD AND SEALANT

ALUM WINDOW SYSTEM - SEE

EXTERIOR ELEVATIONS

AND WINDOW TYPES

12 GAUGE GALVANIZED BENT

STEEL PLATE

BACKER ROD AND SEALANT.

PRIMARY SEAL

STEEL ANGLE -SEE

STRUCTURAL

MEMBRANE FLASHING SEAL

VAPOR TIGHT TO STEEL ANGLE.

EXTEND UP OVER GALV. PLATE

AND EXTEND BACK TO PRIMARY

SEAL

12 GAUGE GALVANIZED STEEL PLATE TO

ALIGN WITH SILL MASONRY OPENING

0.125 ALUMINUM FLASHING WITH DRIP

SEALANT

4" DEEP SPRAY FOAM INSULATION

BACKER ROD AND SEALANT

ROCKFACE NATURAL STONE VENEER

ROCKFACE NATURAL STONE

VENEER BEYOND

3'X3' ACCESS PANEL

5/8" GYP BD

CONTINUOUS COVE

LIGHT

LIGHT SHIELD

1X CEDAR BOARDS

5/8" GYP BD

4"

BATT INSULATION

R=40

9'-0"

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

1/2" PLYWD

3"

1"

TRUSS GIRDER - SEE

STRUCTURAL

PARALLEL CHORD

TRUSS - SEE

STRUCTURAL

/4

FIRST FLOOR

100'-0"

1' -0

HONED NATURAL STONE 6"

WIDE VENEER BASE

STAINLESS STEEL DRIP EDGE

SEAL AND ADHERE TO

FOUNDATION

THRU-WALL FLASHING

WEEP VENTS AT 16" OC

CAVITY DRAIN MATERIAL

TERMINATION BAR With

CONT SEALANT @ TOP

SEALANT

FLUID APPLIED

MEMBRANE AIR BARRIER

4" ROCKFACE NATURAL

STONE VENEER

2"

2" PERIMETER

INSULATION

CAVITY INSULATION

HORIZONTAL JOINT

REINFORCEMENT SEE

STRUCTURAL

WALL TIE

FLUID APPLIED MEMBRANE

GALV BREAK METAL FLASHING

GALVANIZED STEEL LINTEL 5" x 3 1/2" x 5/16" LLV WITH 8" BEARING EACH

SIDE -SEE STRUCTURAL

CAVITY DRAIN MATERIAL

TERMINATION BAR

SELF ADHERING MODIFIED

BITUMINOUS - SEAL VAPOR TIGHT TO

TOP OF MET FLASHING

FLUID-APPLIED MEMBRANE AIR

BARRIER

CLIP ATTACHED MINERAL

WOOL

8" M

IN

GALV BREAK METAL CLOSURE

TRIM

BOND BEAM. -SEE STRUCTURAL

ROCKFACE NATURAL STONE

VENEER

8" CMU

2" INSULATION

8'-0"

PAINT-

2X WOOD BLOCKING

1X CEDAR BOARDS

CONTINUOUS COVE

LIGHT

LIGHT SHIELD

4"

BATT INSULATION

R=40

STORAGE

BACKER ROD AND

SEALANT -BOTH SIDES

FILL FRAME WITH SPRAY FOAM

HM FRAME AND INSUL HM DOOR 2 5/8"6 3/4"

SEALANT

12 GAUGE GALVANIZED BENT

STEEL PLATE

TRUSS GIRDER - SEE

STRUCTURAL

PARALLEL CHORD

TRUSS - SEE

STRUCTURAL

/4

1X CEDAR BOARDS

5/8" GYP BD

1/2" PLYWD

GALV BREAK METAL FLASHING

GALVANIZED STEEL LINTEL 5" x 3 1/2" x 5/16" LLV WITH 8" BEARING EACH

SIDE -SEE STRUCTURAL

CAVITY DRAIN MATERIAL

TERMINATION BAR

SELF ADHERING MODIFIED

BITUMINOUS - SEAL VAPOR TIGHT TO

TOP OF MET FLASHING

FLUID-APPLIED MEMBRANE AIR

BARRIER

CLIP ATTACHED

MINERAL WOOL

8" M

IN

GALV BREAK METAL CLOSURE

TRIM

BOND BEAM. -SEE

STRUCTURAL

ROCKFACE NATURAL STONE

VENEER

8" CMU

2" INSULATION

PAINT-

PORTICO

TECH CLOSET

BACKER ROD AND

SEALANT -BOTH SIDES

SEALANT

12 GAUGE GALVANIZED BENT

STEEL PLATE

3' -9

/2

BACKER ROD AND SEALANT.

PRIMARY SEAL

STEEL ANGLE -SEE

STRUCTURAL

MEMBRANE FLASHING SEAL

VAPOR TIGHT TO STEEL ANGLE.

EXTEND UP OVER GALV. PLATE

AND EXTEND BACK TO PRIMARY

SEAL

12 GAUGE GALVANIZED STEEL PLATE TO

ALIGN WITH SILL MASONRY OPENING

4" DEEP SPRAY FOAM INSULATION

ROCKFACE NATURAL STONE VENEER

R O

BLOCKING AS REQUIRED 4" BORDER AROUND RO TO BE HONED

NATURAL STONE VENEER

GRAVESITE LOCATOR ENCLOSURE

25-1/2" AFF

BO RO

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

Lowell Anderson

05/05/2023

19366

C U s e rs

\j tu c h te n h a g e n

\D o c u m e n ts \1

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1401-AE501

EXTERIOR PLAN AND SECTION

DETAILS

ELKO NATIONAL CEMETERY

3602 JENNINGS WAY, ELKO, NV 89801

943-001

5/5/2023 LA JT16735

1" = 1'-0"

PLAN DETAIL @ PORTICO WING WALL

1" = 1'-0"

PLAN DETAIL @ WALL CORNER

1 1/2" = 1'-0"

SECTION DETAIL - HM DOOR FRAME HEAD AT CUT STONE AND CMU

1 1/2" = 1'-0"9

SECTION DETAIL EXTERIOR @ DOOR SILL

1 1/2" = 1'-0"

PLAN DETAIL - HM DOOR FRAME JAMB AT STONE AND CMU

1 1/2" = 1'-0"

SECTION DETAIL - HM WDW FRAME HEAD AT CUT STONE AND CMU

1 1/2" = 1'-0"

PLAN DETAIL - HM WDW FRAME JAMB AT STONE AND CMU

1 1/2" = 1'-0"10

SECTION DETAIL @ WDW SILL

1 1/2" = 1'-0"

SOFFIT DETAIL

1 1/2" = 1'-0"

SECTION DETAIL @ WALL BASE

1 1/2" = 1'-0"

SECTION DETAIL - HM DOOR FRAME HEAD AT PORTICO

Dwg 94 of 133

1 1/2" = 1'-0"11

SECTION @ GRAVESITE LOCATOR

PANEL PREFIXES

AL- ALUMINUM

CG- COILING GRILLE

CS- COILING SLATS

HM- HOLLOW METAL

OS- OVERHEAD SECTIONAL

RD3- REVOLVING DOOR 3 PANEL

RD4- REVOLVING DOOR 4 PANEL

VL- VERTICAL LIFT

WD- WOOD

AG ALL GLASS

BF BIFOLD

BFGBIFOLD GLASS

D DUTCH

DG DUTCH GLASS

DSDUTCH W/SHELF

FFLUSH

G2GLASS 2 LIGHT

G3GLASS 3 LIGHT

GFGLASS FULL

GH GLASS HALF

LF LOUVER FULL

LGHLOUVER GLASS HALF

LH LOUVER HALF

HM-GF

FRAME PREFIXES

0 FRAMED-CASED OPENING

1 DOOR ONLY

2 SIDELIGHT(S) 1 SIDE

3 SIDELIGHT(S) 1 SIDE W/HORIZONTAL

4 SIDELIGHT(S) BOTH SIDES

5 SIDELIGHT(S) BOTH SIDES W/HORIZONTAL

6 DOOR W/TRANSOM

7 DOOR W/TRANSOM W/SIDELIGHT(S) 1 SIDE

8 TRANSOM W/SIDELIGHT(S) 1 SIDE W/HORIZONTAL

9 TRANSOM W/SIDELIGHT(S) BOTH SIDES

10 TRANSOM W/SIDELIGHT(S) BOTH SIDES W/HORIZONTAL

11 FULL WIDTH TRANSOM W/SIDELIGHT(S) 1 SIDE

1X1 1 LIGHT WIDE AND 1 LIGHT HIGH

2X2 2 LIGHTS WIDE AND 2 LIGHTS HIGH

3X3 3 LIGHTS WIDE AND 3 LIGHTS HIGH

(NOTE: OTHER COMBINATIONS POSSIBLE)

OX FIXED PANEL, ACTIVE PANEL

OXO FIXED PANEL, ACTIVE PANEL, FIXED PANEL

OXX FIXED, ACTIVE, ACTIVE

OXXO FIXED, ACTIVE, ACTIVE, FIXED

OXXXXO FIXED, ACTIVE, ACTIVE, ACTIVE, ACTIVE, FIXED

HMS-2

LNV LOUVER NARROW VISION

NVNARROW VISION

NV2 NARROW VISION 2 LIGHT

NV3 NARROW VISION 3 LIGHT

NVCNARROW VISION CENTERED

RP2 RAISED PANEL 2 PANEL

RP4 RAISED PANEL 4 PANEL

RP6 RAISED PANEL 6 PANEL

RP8 RAISED PANEL 8 PANEL

VVISION

W WINDOWS (1 ROW)

WT WINDOWS THROUGHOUT

DOOR PANEL NAMING

DOOR FRAME NAMING NOTE: ACTUAL FRAMES MAY VARY FROM DESCRIPTIONS

BELOW, REFER TO FRAME TYPE ELEVATIONS

NOTE: ACTUAL PANELS MAY VARY FROM DESCRIPTIONS

BELOW, REFER TO PANEL TYPE ELEVATIONS

PANEL SUFFIXES

AL- ALUMINUM

AL-BL- ALUMINUM BORROWED LIGHT

AL-SL- ALUMINUM SLIDING

ALR- ALUMINUM REVOLVING

CW## CURTAINWALL

HMM- HOLLOW METAL MASONRY

HMM-BL- HMM BORROWED LIGHT

HMM-DE- HMM DOUBLE EGRESS

HMS- HOLLOW METAL STUD

HMS-BL- HMS BORROWED LIGHT

HMS-DE- HMS DOUBLE EGRESS

OC- OVERHEAD COILING

OS- OVERHEAD SECTIONAL

VL- VERTICAL LIFT

WD- WOOD

WD-BL- WOOD BORROWED LIGHT

WDP- WOOD POCKET

FRAME SUFFIXES

ISOMETRIC DETAIL

VERTICAL STUDS @ 2' - 0" MAX

W/ GYPSUM BD 1' - 4" W/ GYPSUM LATH &

PLASTER DOUBLE STUDS FOR SUPPORTING CONC

BACKER BOARD

PROVIDE CONTINUOUS BRACING WHEN STUDS

EXCEED 10' - 0" & ARE FINISHED BOTH SIDES

JAMB ANCHOR CLIPS 3 PER SIDE -

COORDINATE W/ HINGE REINFORCEMENT

NOTE 1:

OMIT BRACE WHEN "D" DIMENSION IS LESS THAN 2' - 0"

FOR GYP WALLBD. OR 16" FOR PLASTER PARTITION.

CRIPPLE STUD

DO NOT ANCHOR TO

BEARING STUD

GYPBD PANELS

CONTROL

JOINT

PROVIDE SOUND

DEADENING

WHERE REQ'D.

ISOMETRIC OF CONSTRUCTION JT.

SECTION A DETAIL C

JAMB ANCHORS

(FURNISHED WITH FRAME)

DETAIL D

DOUBLE STUDS

JAMB ANCHOR

SHIM AS

REQ'D

METAL

ANCHOR CLIP

METAL DOOR

FRAME

SANITARY STOP

WHERE REQ'D

SEC B

CONTROL JOINT

6" M

A X

DETAIL D

SEE DOOR SCHEDULE

VARIES

SHIM AS REQ'D

DETAIL C

V A

R

IE

S

E Q

E Q

E Q

E Q

D

RUNNER

BET.

STUDS

MTL

DOOR

FRAME

A A

1/2" MIN

1/ 2"

M

IN

SECTION B

STUDWIDTH

FRAME FACE

MINUS 3/16"

KYKC

3/ 4"

M

IN

JAMB DEPTDH

MINUS 3/16"

FRAME FACE

MINUS 3/16"3/

4"

M

IN

1/2" M

IN

5/8" M

AX

STUDWIDTH

3/ 4"

M

IN

GYPSUM

CONTROL JOINT

@ DOOR HEADS

FINISHED

FLOOR

HM-F

WIDTH

OPENING

O P

E N

IN

G

H E

IG

H

T

FINISHED

FLOOR

HMS-1 HMM-1

O P

E N

IN

G

H E

IG

H

T

WIDTH

OPENING

O P

E N

IN

G

H E

IG

H

T

WIDTH

OPENING

4"2"

FINISHED

FLOOR

2'-0"

6' -8

2'

-0

W1

1LI-1

XN3

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

3 5/8" METAL STUD

FRAMING AT 16" OC

(1 ) LAYER 5/8" GYPSUM

BOARD

3 5/8" METAL STUD

FRAMING AT 16" OC

STC 46

4 7/8" 4 1/4"

A3

PARTITION GENERAL NOTES:

1. DIMENSIONS TO METAL STUD PARTITION ARE MEASURED TO FINISH FACE OF PARTITION

UNLESS NOTED OTHERWISE

2. THE DIMENSION SHOWING THE LOCATION OF A DOOR FRAME IN GYPSUM BOARD WALLS IS TO

THE INSIDE OF THE DOOR FRAME (DOOR OPENING). PROVIDE 4" TYPICAL DIMENSION IF NO

DIMENSION IS SHOWN.

3. SOUND ATTENUATING INSULATION MEANS GLASS FIBER OR MINERAL WOOL BATTS OR

BLANKETS BEARING THE UL LABEL FOR FIRE RESISTANCE. VERIFY TYPE AND DENSITY (PCF)

WITH FIRE TEST NUMBER SHOWN ON PARTITION TYPE.

4. FOR PARTITION HEIGHTS SEE PARTITION TAG LEGEND AND TAG SUBSCRIPTS ON PLANS.

5. FOR PARTITION TYPES WITH GYPSUM BOARD ON ONE SIDE ONLY, INSTALL GYPSUM BOARD

ON ROOM SIDE, UNLESS NOTED OR DETAILED OTHERWISE. FOR SHAFTWALL PARTITION

TYPES, INSTALL LINER PANEL ON NON-ACCESSIBLE SIDE, UNLESS NOTED OR DETAILED

OTHERWISE.

6. PROVIDE 1/2" DEFLECTION SPACE AT THE TOP OF STUDS AT ALL PARTITIONS EXTENDING TO

STRUCTURE, UNLESS NOTED OTHERWISE.

7. BULKHEAD FRAMING SHALL EXTEND TO UNDERSIDE OF STRUCTURE WITH DIAGONAL STUD

FRAMING BRACES AT 4'-0" ON CENTER (2 BRACES MINIMUM) WITH GYPSUM BOARD EXTENDING

6" ABOVE CEILING MINIMUM, UNLESS NOTED OTHERWISE.

8. GENERAL CONTRACTOR SHALL PROVIDE AND COORDINATE ALL IN-WALL BLOCKING FOR WALL

MOUNTED CASEWORK AND EQUIPMENT SUPPLIED BY THIS CONTRACT, OWNER FURNISHED OR

BY VENDORS. CONTRACTORS OPTION TO PROVIDE 3/4" FIRE TREATED PLYWOOD OR SHEET

METAL BLOCKING FOR WALL MOUNTED EQUIPMENT, CASEWORK, DOOR STOPS,

ACCESSORIES, ETC, UNLESS NOTED OTHERWISE.

9. IN WET AREAS SUCH AS BUT NOT LIMITED TO SHOWER, TUB, GLASS WASHING ROOMS,

SOILED UTILITY ROOMS, JANITOR CLOSETS, COMMERCIAL FOOD PROCESSING ROOMS, ETC,

USE TILE BACKER BOARD BEHIND THE CERAMIC TILE AND EXTEND TO 2'-0" BEYOND ALL SIDES

OF THE PLUMBING FIXTURE. IN DOUBLE LAYER WALLS WHERE THE TILE BACKER BOARD IS

INSTALLED OVER A BASE LAYER OF GYPSUM BOARD, APPLY A WATER BARRIER (BUILDING

WRAP) NOT A VAPOR RETARDER, OVER THE BASE LAYER OF GYPSUM BOARD. IN HIGH

HUMIDITY AREAS SUCH AS SAUNAS, STEAM ROOMS AND SWIMMING POOLS, WHERE WALLS

ARE EXPOSED TO CONSTANT MOISTURE, USE TILE BACKER BOARD BEHIND CERAMIC TILE.

1LI-1: CLEAR INSULATED (LOW-E) LAMINATED GLASS

GLAZING TYPES

VARIES

A S

S C

H E

D

METAL STUDS

GYP BD

HM FRAME

DOOR AS SCHED

2"

18 GA

NESTED STEEL

STUD LINTEL AT

HEADER

SEE PLAN FOR

PARTITION TYPE

VARIES

A S

S C

H E

D

METAL STUDS

GYP BD

HM FRAME

DOOR AS SCHED

2"

SEE PLAN FOR

PARTITION TYPE

ACCESSIBLE LAVATORY BASIN/BATHROOMS

GRAB BAR

ACCESSIBLE TOILET/WATER CLOSETS

MIN

2'-6"

WALL AT RECESS

M A

X

2' -1

0" T

O R

IM

M A

X

2' -1

0" T

O R

IM

3'-6"MIN

MAX

1'-0"

7"-9"

MIN

1'-0"

MIN

2'-0"

SIDE WALL BACK WALL

LAVATORY

HOUSEKEEPING/EVS CLOSET

UTILITY SHELF

SERVICE

RECEPTOR

WATER CONTROLS

MOP HOLDER

4' -8

ACCESSIBLE MIRROR

MOP HOLDER

CLEAR FLOOR SPACE

5'-0"MIN

1. SANITARY NAPKIN DISPOSAL. PROVIDE AT UNISEX, & WOMEN'S PATIENT BATHROOMS ONLY.

2. DISPENSERS MAY NOT BE LOCATED BEHIND GRAB BARS.

1. SEE PLAN FOR SPECIFIC LOCATION CONDITION

2. SDISD & PTC - VC

3. * KNEE CLEARANCE

4. SEE ACCESSIBLE MIRROR AT LAV FOR ADDITIONAL INFORMATION

1. UTILITY SHELF 24" LONG UNO

2. WATER CONTROLS AND SERVICE RECEPTOR - SEE MECHANICAL

1. SEE INTERIOR ELEVATIONS FOR

MIRROR SIZE

WALL AT CORNER

ACCESSIBLE SOAP AND

HAND SANITIZER DISPENSER

TO OPERATOR

O V

E R

C O

U N

T E

R

M A

X

4' -0

"M A

X

ACCESSIBLE PTD

TO TOWEL

SLOT

4' -0

"M A

X

O V

E R

C O

U N

T E

R

M A

X

1'-3 1/2"

EQ EQ

ACCESSIBLE LAV

9" M

IN

2' -1

0" T

O R

IM

M

A X

17"-25" TOE CLEARANCE

2' -3

"M A

X

8"MIN*

11"MIN*

25" MAX TO CONTROLS

ACCESSIBLE URINAL

MIN

1'-1 1/2"

M A

X

1' -5

2'-7"MIN

EQ EQ

M A

X

URINAL

SCREEN

56" @ WALL HUNG WC**

SND

1' -3

"M

IN

4' -0

"M A

X

DISPENSER OUTLET

ZONE

WC

LINE OF CLEAR

FLOOR SPACE

* AT TOILET COMPARTMENTS

** AT TOILET COMPARTMENTS AND SINGLE OCCUPANCY

PLACE HANDLE ON

OPEN SIDE

16"-18"

T O

R E

F

LE

C T

IV

E

S U

R F

A C

E

1'-4"

SANITARY NAPKIN DISPOSAL

1. SANITARY NAPKIN DISPOSAL. PROVIDE

AT UNISEX, & WOMEN'S PATIENT

BATHROOMS ONLY.

M A

X

1' -5

6' -0

3' -0

ACCESSIBLE BABY CHANGING

STATION

2' -9

TO BED HEIGHT

BOTTOM CHORD OF WOOD

TRUSS

10 MIL POLY VAPOR BARRIER

TOP OF WALL

3 5/8" 20 GAUGE STEEL STUDS

DIAGONAL STEEL STUD

BRACE @ 4'-0" OC

SEALANT BOTH SIDES

DEFLECTION

CONNECTION

3" SOUND INSULATION

SUSPENDED CEILING

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

Lowell Anderson

05/05/2023

19366

C U s e rs

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P M

1401-AE602

DOOR SCHEDULE, DETAILS AND

ELEVATIONS

ELKO NATIONAL CEMETERY

3602 JENNINGS WAY, ELKO, NV 89801

943-001

5/5/2023 LA JT16735

OPENING SCHEDULE

ASSOCIATED ROOMS OPENING PANEL INFORMATION FRAME INFORMATION

H D

W G

R O

U P

F

IR

E L

A B

E L

(M

IN

G A

S K

E T

E

LE

C T

R

IC

A L

S L

A B

E L

COMMENTSFROM ROOM NAME TO ROOM NAME NUMBER WIDTH HEIGHT

PANEL

TYPE

2ND

PANEL

TYPE

PANEL

GLAZING FRAME TYPE

FRAME

GLAZING

STORAGE PORTICO 101 3'-8" 7'-8" HM-F NONE HMM-1 NONE 1

STORAGE TECH CLOSET 102 3'-0" 7'-0" HM-F NONE HMS-1 NONE 3

PORTICO MENS 104 3'-0" 7'-0" HM-F NONE HMM-1 NONE 2

PORTICO WOMENS 105 3'-0" 7'-0" HM-F NONE HMM-1 NONE 2

HAC STORAGE 106 3'-0" 7'-0" HM-F NONE HMS-1 NONE 3

TYPES - PANELSTYPES - FRAMESTYPES - WINDOW

TYPES - PARTITION

HM DOOR DETAIL - HEAD

HM DOOR DETAIL - JAMB

TYPICAL MOUNTING HEIGHTS

Dwg 95 of 133

3" = 1'-0"

TOP OF PARTITION DETAIL

FD

AE211

AE211

AE211

A5080

A5075

A5075

A4995

A5080

A5075

A5075

A4995

A1066 A1066

A1066 A1066 A5200 A5200

A5090

A5200 A5200

A5090

NC-15.01

NC-14.01

NC-15.02

PORTICO

STORAGE

TECH

CLOSET

MENS

WOMENS

A5109B A5109B

A5109A

A5109A

A5109BA5109B

F1015

F1015

X001

IN-01.31

AE2118

AE211

HAC

NC-14.01

VA ACQUISITION CODE LEGEND

CONTRACTOR FURNISHED AND INSTALLED CC

VA FURNISHED - CONTRACTOR INSTALLED VC

V V

VC(CF)

VA FURNISHED AND INSTALLED

VA FURNISHED - CONTRACTOR INSTALLED WITH CONSTRUCTION FUNDS

V V(CF)VA FURNISHED - VA INSTALLED WITH CONSTRUCTION FUNDS

RRELOCATED

SEE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL CONTRACTOR FURNISHED

AND CONTRACTOR INSTALLED (CC) EQUIPMENT NOT INDICATED ON EQUIPMENT

SCHEDULE.

1. REFER TO MATERIALS SCHEDULE FOR SPECIFIC PRODUCT SELECTION BASIS OF DESIGN

AND OTHER REQUIREMENTS.

2. FIELD FINISH VENTS, GRILLES, ACCESS PANELS, PLUG STRIP, BASEBOARD RADIATION

ENCLOSURES, ELECTRICAL PANEL BOARDS (IN FINISHED SPACES) TO MATCH SURFACE ON

WHICH THEY OCCUR UNLESS OTHERWISE INDICATED. EXCEPTION: ITEMS WITH FACTORY

WHITE FINISH, OCCURRING ON WHITE ACT OR WHITE GYPSUM BOARD CEILING SHALL NOT

BE PAINTED. STAINLESS STEEL ITEMS SHALL NOT BE PAINTED.

3. FIELD VERIFY ALL NEW CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR

TO INSTALLATION.

4. LOCATE CHANGES IN FLOOR FINISH MATERIAL UNDER CENTERLINE OF CLOSED DOOR

UNLESS OTHERWISE INDICATED.

5. PROVIDE CLEAR SILICONE SEALANT AT PERIMETER OF PLUMBING FLOOR DRAINS, CLEAN

OUTS, ETC IN RESILIENT AND CERAMIC TILE FLOORS.

6. PROVIDE SEALANT TO HORIZONTAL AND VERTICAL INTERIOR CERAMIC TILE CORNERS,

COLOR TO MATCH GROUT COLOR.

7. PROVIDE SEALANT AT JOINT BETWEEN COUNTER TOP, BACK OR SIDE SPLASH AND WALLS.

8. PROVIDE CLEAR SILICONE SEALANT AT THE BASE OF DOOR FRAME TO RESILIENT AND CT

FLOORING, TYP. SEE PLANS AND ROOM FINISH SCHEDULE FOR FLOOR FINISH LOCATIONS.

9. HOLLOW METAL DOORS AND FRAMES TO BE PAINTED P-2, UNLESS NOTED OTHERWISE IN

THE OPENING SCHEDULE.

10. WOOD: PRE-FINISHED TO MATCH BUILDING STANDARD, REFER TO SPECIFICATION.

11. CEILING HEIGHTS AND MATERIALS/FINISHES CALLED OUT IN ROOM FINISH SCHEDULE ARE

FOR ENTIRE CEILING OR MAJORITY OF THAT ROOM, UNLESS OTHERWISE INDICATED. SEE

REFLECTED CEILING PLAN FOR CHANGES IN CEILING MATERIAL AND CEILING HEIGHT.

PAINT ALL SURFACES OF SOFFIT SAME COLOR AS INDICATED.

12. COLOR SELECTIONS ARE BASED ON USE OF PRODUCTS INDICATED IN THE MATERIALS

SCHEDULE. IF MANUFACTURERS OTHER THAN THOSE INDICATED ARE USED, ARCHITECT

MAY REVISE COLOR SELECTIONS OF OTHER FINISHES TO ENSURE PROPER COORDINATION

13. CEILING HEIGHTS ARE MEASURED FROM FINISH FLOOR

14. SEE INTERIOR ELEVATIONS FOR MORE FINISH INFO

FINISH GENERAL NOTES

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

ACT ACOUSTICAL CEILING (TILE)

BB BURNISHED BLOCK (VV)

C POLISHED CONCRETE

CT CERAMIC TILE

GWB (SC) GYPSUM WALLBACK SYSTEMS (SPECIAL COATING)

LVT LUXURY VINYL TILE

LN LINOLEUM

P PAINT

PLAM PLASTIC LAMINATE

PT PORCELAIN TILE (FLOOR AND BASE)

RB RESILIENT BASE

RES RESINOUS EPOXY FLOORING

RES-W RESINOUS/EPOXY WALL/CEILING

RF RUBBER FLOORING

RSF RESILIENT SHEET FLOORING

RWC RIGID VINYL WALLCOVERING

S SOLID SURFACE

SC SPECIAL COATING

SD STATIC DISSIPATIVE TILE

SP SPECIAL FACED

TS TRANSITION STRIP

VWC VINYL WALLCOVERING

WSF WELDED SEAM SHEET FLOORING (HEAT WELDED WITH ROD)

INTERIORS LEGEND &

ABBREVIATIONS

MATERIAL INSTALL

DIRECTION

KEYNOTEEQUIPMENT TAG AF10

SIGN TAGNC-14.01

U-1000

SIGNAGE GENERAL NOTES

1. ALL SIGNAGE IDENTIFYING PERMANENT ROOMS SHALL COMPLY WITH 2010

STANDARD FOR ACCESSIBLE DESIGN.

2. ALL PERMANENT ROOM SIGNAGE TO HAVE TOP SECTION RAISED TEXT AND LOWER

SECTION BRAILLE. BRAILLE TO BE GRADE 2.

3. ALL SIGNS TO BE MOUNTED ON LATCH SIDE OF DOOR UNLESS NOTED OTHERWISE.

IF NO SPACE EXISTS ON LATCH SIDE MOUNT SIGN TO THE NEAREST ADJACENT

WALL. SIGNS MUST BE 2" FROM DOOR JAMB WITH 18" CLEAR FLOOR SPACE FROM

CENTER OF SIGN.

4. ALL SIGN TEXT AND NUMBERING SUBJECT TO FINAL APPROVAL BY OWNER.

5. ALL SIGNS MOUNTED TO GLASS TO HAVE GLASS BACKER.

6. SIGNS TO BE MOUNTED ACCORDING TO MANUFACTURERS INSTALLATION

INSTRUCTIONS AND MATERIALS.

7. SIGN DETAILS ARE FOR REFERENCE ONLY. ACTUAL DESIGN TO BE PROVIDED BY

THE VENDOR AND SUBJECT TO OWNER APPROVAL.

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

Lowell Anderson

05/05/2023

19366

C U s e rs

\j tu c h te n h a g e n

\D o c u m e n ts \1

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P M

1401-AF600

FIRST LEVEL INTERIORS PLAN

ELKO NATIONAL CEMETERY

3602 JENNINGS WAY, ELKO, NV 89801

943-001

5/5/2023 MP CZ/MP16735

1/4" = 1'-0"

FIRST LEVEL INTERIORS PLAN

EQUIPMENT SCHEDULE

JSN # EQUIPMENT NAME

ACQUISITION

CODE QTY

A1066 MIRROR, FLOAT GLASS CC 4

A4995 TABLE, DIAPER CHANGING, WALL MOUNTED CC 2

A5075 SOAP DISPENSER CC 4

A5080 PAPER TOWEL DISPENSER CC 2

A5090 DISPENSER, SANITARY NAPKIN, SS, SURFACE MOUNTED CC 2

A5109A 36" GRAB BAR CC 2

A5109B 42" GRAB BAR CC 6

A5200 DISPENSER, TOILET TISSUE CC 4

F1015 WASTEPAPER BASKET CC 2

X001 MOP RACK CC 1

ROOM FINISH SCHEDULE

NO. NAME FLOOR FINISH BASE FINISH

WALL FINISH

CEILING FINISH REMARKSNORTH EAST SOUTH WEST

101 STORAGE LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

102 TECH CLOSET LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

104 MENS RES-1 RES-1 P-1 N/A N/A N/A GWB (P-3)

105 WOMENS RES-1 RES-1 N/A N/A P-1 N/A GWB (P-3)

106 HAC RES-1 RES-1 P-1 P-1 P-1 P-1 EXPOSED

0 4' 8'2'

Dwg 96 of 133

PLAN

NORTH

TRUE

NORTH

Revisions: Date:

10 21 13 TOILET COMPARTMENTS SCRANTON PRODUCTS HINY HIDERS PARTITIONS SHALE

ST-1 WOOD STAIN CABOT WOOD TONED STAIN AND SEALER NATURAL

P-3 PAINT SHERWIN WILLIAMS PROMAR 200 LOW VOC - FLAT SW7006 - EXTRA WHITE

P-2 PAINT SHERWIN WILLIAMS PROMAR 200 ALKYD SEMI GLOSS

SW 7504 - KEYSTONE

GRAY

09 91 00

P-1 PAINT SHERWIN WILLIAMS PROMAR 200 LOW VOC - EG SHEL SW 9166 - DRIFT OF MIST

09 67 23 RES-1 RESINOUS FLOORING SHERWIN WILLIAMS ARMORSEAL 8100 HAZE GRAY

09 65 19 LVT-1 LUXURY VINYL TILE TARKETT CONTOUR - PCCN CONCRETE 0712 SOAPSTONE 18X18

09 65 13 RB-1 RESILIENT BASE TARKETT JOHNSONITE TRADITIONAL RUBBER BASE TB1 PEPPERCORN 4"

09 51 00 ACT-1 ACOUSTIC CEILING TILE ARMSTRONG FINE FISSURED SQUARE LAY IN WHITE 2' X 2'

09 30 13 PT-1 PORCELAIN CERAMIC TILE CROSSVILLE RETRO ACTIVE 2.0 RET05 SNOW BLIND PO 4" X 12"

INSTALL: STACKED

GROUT:BOSTIK LUNAR H196

06 61 16 S-1 SOLID SURFACE DUPONT CORIAN ASH CONCRETE

SPEC NO. CODE MATERIAL MANUFACTURER STYLE COLOR SIZE REMARKS

MATERIALS SCHEDULE

MECHANICAL

ROOM

3/ 4"

3/ 4"

3/ 8"

3/ 4"

3/ 8"

1/ 4"

ROOM IDENTIFICATION - ADA/ABA STANDARD

MECHANICAL

ROOM

3/8" MIN

5/8" MIN

3/8"

3/8" MIN

APPROX 1/4"

3/8"

2" MAX

BRAILLE COPY

M A

X

2"

18" MIN CLR FLR SPACE

3" M

A

XSIGN

SIGNAGE GENERAL NOTES

1. ALL SIGNAGE IDENTIFYING PERMANENT ROOMS SHALL COMPLY WITH 2010

STANDARD FOR ACCESSIBLE DESIGN.

2. ALL PERMANENT ROOM SIGNAGE TO HAVE TOP SECTION RAISED TEXT AND LOWER

SECTION BRAILLE. BRAILLE TO BE GRADE 2.

3. ALL SIGNS TO BE MOUNTED ON LATCH SIDE OF DOOR UNLESS NOTED OTHERWISE.

IF NO SPACE EXISTS ON LATCH SIDE MOUNT SIGN TO THE NEAREST ADJACENT

WALL. SIGNS MUST BE 2" FROM DOOR JAMB WITH 18" CLEAR FLOOR SPACE FROM

CENTER OF SIGN.

4. ALL SIGN TEXT AND NUMBERING SUBJECT TO FINAL APPROVAL BY OWNER.

5. ALL SIGNS MOUNTED TO GLASS TO HAVE GLASS BACKER.

6. SIGNS TO BE MOUNTED ACCORDING TO MANUFACTURERS INSTALLATION

INSTRUCTIONS AND MATERIALS.

7. SIGN DETAILS ARE FOR REFERENCE ONLY. ACTUAL DESIGN TO BE PROVIDED BY

THE VENDOR AND SUBJECT TO OWNER APPROVAL.

RESTROOM

3/ 4"

6" 3/

4" 1"

3/ 8"

1/ 4"

3/ 8"

RESTROOM

3/ 4"

6" 3/

4" 1"

3/ 8"

1/ 4"

3/ 8"

Fire Equipment

CL

9"

9"

3/

5" 3/

4"

/1 6"

1/

4"

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Date:

License number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

Office of

Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

Lowell Anderson

05/05/2023

19366

C U s e rs

\j tu c h te n h a g e n

\D o c u m e n ts \1

R

E S

T R

M

R jt u c h te n h a g e n a e

-m n

.c o m

.r v t

/4

/2

:2

:5

P M

1401-AW601

WAYFINDING MESSAGE

SCHEDULES & SIGNAGE DETAILS

ELKO NATIONAL CEMETERY

3602 JENNINGS WAY, ELKO, NV 89801

943-001

5/5/2023 MP CZ/MP16735

6" = 1'-0"1

NC-14.01 PRIMARY ROOM ID

6" = 1'-0"2

SIGNAGE ADA STANDARDS

1/4" = 1'-0"

SIGN WALL ELEVATION

1/4" = 1'-0"

SIGNAGE - PLAN VIEW

6" = 1'-0"3

NC-15.01 RESTROOM ID

6" = 1'-0"4

NC-15.02 RESTROOM ID

6" = 1'-0"5

IN-01.31 FIRE EQUIPMENT

Dwg 97 of 133Revisions: Date:

SIGN MESSAGE SCHEDULE

LOCATION SIGN MESSAGE SIGN TYPE QUANTITY

105 WOMENS NC-15.02 1

104 MENS NC-15.01 1

102 TECH CLOSET NC-14.01 1

101 STORAGE NC-14.01 1

101 FIRE EQUIPMENT IN-01.31 1

106 HAC NC-14.01 1

AE201

AE201

AE201

AE201

AE201

AE201

COMMITTAL

SHELTER

(4) BENCH

8'-0"

2' -8

'-8

2' -8

SLIDER DOORS

LINE OF ROOF

OVERHANG

ABOVE

BIER 1'

-8

1 2

C

B

A

D

E

7' -4

6'

-8

6' -8

7'

-4

24'-4"

101.2

101.3 101.4

101.5

AE311

AE311

AE311

STORAGE

4' -4

AE501

AE501

AE501

2'-0" 8'-0"

CONC STOOP

CONC

STOOP

4'-0"

'-8

CONC

STOOP

CONC STOOP

4' -0

8'-0"

NOTE: FOR ADDITIONAL

INFORMATION ON SITE

SIDEWALK/PAVING SEE CIVIL

ENGINEERING DRAWINGS

14'-0"

12'-0"7'-0"

10'-0"

9'-0"

AE111

1' -0

'-0

26'-0"

4' -1

1"

DOWNSPOUT DOWNSPOUT

8'-0" 7'-4"

4' -0

4'-0"

'-8

8'

-8

TONGUE AND GROOVE

1X CEDAR BOARDS

1 2

C

B

A

D

E

SLOPESLOPE

SPEAKER SPEAKER

AE201

AE201 STANDING SEAM

METAL ROOF

RIDGE

ROOF SLOPE

6:12

DASHED LINE

INDICATES EXTERIOR

FACE OF WALL BELOW

1 2

C

B

A

D

E

TYP

2'-0"

T Y

P

2' -0

EPDM ON 3/4" PLYWD ON

WOOD FRAMING

S

LO

P E

ROOF SLOPE

6:12

8"

4"

GUTTER

GUTTER

1/

3' -0

3'

-0

2'-10" 2'-10"

METAL SNOW GUARD

TYPICAL

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL AND PLUMBING

ALONG WITH OTHER SYSTEMS. THIS INCIDENTAL WORK SHALL BE PART OF THIS

CONTRACT, AND ALL TRADES SHALL INSPECT THESE AREAS, ASCERTAIN WORK

REQUIRED AND DO THE WORK IN ACCORDANCE OF CONTRACT REQUIREMENTS AT

NO ADDITIONAL COST.

2. CONTRACTORS SHALL VISIT THE SITE DURING BIDDING TO BECOME FAMILIAR WITH

THE EXISTING CONDITIONS. THE GENERAL CONTRACTOR SHALL LOCATE, INSPECT

AND FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR

TO DEMOLITION AND CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT…