Attachment 3 Drawings.pdf

RANGE MANAGEMENT RESEARCH

2995 KNOX STREET

LAS CRUCES, NM 88003

PROJECT LOCATION

LAS CRUCES

CONTRACT NO:12805B23D0001

AGRICULTURAL RESEARCH SERVICE

U.S. DEPARTMENT OF AGRICULTURE

RANGE MANAGEMENT RESEARCH

LAS CRUCES WOOTON HALL EXTERIOR REPAIR DESIGN

ASSET # 623515B001

LAS CRUCES, NEW MEXICO

DRAWING NO.SHEET NO. TITLE

T100

T101

A100

A101

A200

A201

A300

A301

A302

A303

E001

E100

E500

TITLE SHEET

TUNNEL CONDITION MAP

BUILDING EXTERIOR OUTLINE

ROOF PLAN

EXTERIOR ELEVATIONS

EXTERIOR ELEVATIONS

REFERENCE DETAILS

REFERENCE DETAILS

REFERENCE DETAILS

REFERENCE DETAILS

ELECTRICAL LEGEND & ABBREVIATIONS

LIGHTING PLAN

SCHEDULES AND DETAILS

NO SCALEVICINITY MAP

N

INDEX OF DRAWINGS LOCATION MAP NO SCALE

N

ORDER NO:12805B24F0142

PROJECT

LOCATION

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

LAS CRUCES WOOTON HALL EXTERIOR REPAIR DESIGN

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

TITLE SHEET

T100 1 1303/19/2025

REH

JLF

DRL 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

2524-A

BD

XXX

EW

WR

USDA ARS NOTE:

ROOF TILE AREA REMOVED FROM SCOPE - SEE A101 AND A200.

jferguson

Aric.Abblitt Polygon

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

LAS CRUCES WOOTON HALL EXTERIOR REPAIR DESIGN

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

NEW MEXICO STATE UNIVERSITY

TUNNEL CONDITION MAP

T101 2 133/19/2025

REH

JLF

DRL 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

2524-A

BD

XXX

EW

WR

PROJECT LOCATION

CONTRACTOR SHALL TAKE PRECAUTIONS WHEN WORKING

ADJACENT TO THE UTILITY TRENCH. LIMIT LOADING OVER

TRENCH TO SINGLE AXIAL VEHICLES. NOTIFY CONTRACTING

OFFICERS REPRESENTATIVE IF TUNNEL FAILURE IS PRESENT

PRIOR TO START OF WORK. STOCKPILING OF MATERIALS

ADJACENT TO TUNNEL IS PROHIBITED.

jferguson Stamp

69'-1"

16'-4" 8'-2" 27'-3" 17'-3"

'-1

0"

'-4

'-6

'-1

'-9

204'-3"

23'-4"124'-4"8'-5"38'-10"

3'

-2

'-7

'-2

'-2

7'

-2

'-1

0" 9'

-3

9'-3"

13'-1"

'-7

'-5

'-4

5'-2"

1' -1

1"

A200

A201

A201

A200

EXISTING FACILITY OUTLINE

6' HIGH CMU BLOCK SCREEN WALLS SHALL BE

PREPPED AND PAINTED TO MATCH MAIN

STRUCTURE. TOTAL APPROXIMATE WALL

LENGTH, THIS SECTION,= 98'+/-. DO NOT PAINT

CAP STONES.

12'-0"

'-0

'-1

0"

13'-6"

'-8

'-9

6' HIGH CMU BLOCK SCREEN

WALLS SHALL BE PREPPED AND

PAINTED TO MATCH MAIN

STRUCTURE. DO NOT PAINT CAP

STONES.

6' HIGH CMU BLOCK SCREEN WALLS SHALL

BE PREPPED AND PAINTED TO MATCH MAIN

STRUCTURE. DO NOT PAINT CAP STONES.

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

LAS CRUCES WOOTON HALL EXTERIOR REPAIR DESIGN

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

BUILDING EXTERIOR OUTLINE

A100 3 1303/19/2025

REH

JLF

DRL 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

2524-A

BD

XXX

EW

WR

0 16'8'4' 24'

SCALE: 1/8"= 1'-0"

SCALE:

BUILDING EXTERIOR OUTLINE

1/8" = 1'-0"

A100

SPRAY APPLICATION OF PAINT IS

NOT ALLOWED.

3'-6" 1'-6"

3' -6

1'

-6

3'-6" 1'-6" 3'-6"1'-6"

3' -6

1'

-6

3' -6

1'

-6

PROVIDE 5' LONG SECTION OF GUTTER

WITH DOWNSPOUT SEE DETAIL 2/A101.

REINSTALL EXISTING COPING STONE.

FACILITY PERSONNEL HAS THE

EXISTING STONE. CLEAN AND PREP

AREA AS REQUIRED TO REINSTALL

STONE.

PRESSURE WASH AND PREP METAL

TRELLIS MEMBERS TO RECEIVE PAINT.

PAINT AS SPECIFIED. CONTRACTOR

SHALL NOT APPLY ANY WEIGHT TO

TRELLIS SYSTEM.

ADJUST / SECURE EXISTING CLAY TILES

PER TRI/WSRCA CONCRETE AND CLAY

ROOF TILE INSTILLATION MANUAL,

SUBMIT PROPOSED ATTACHMENT

METHOD.

PROVIDE NEW LEADER AT EXISTING

THROUGH WALL SCUPPER.

KEYED NOTES

1 1

5' -6

5'-6"±

2 2

RE SEAL AIR TERMINAL

PENETRATION. SEE

DETAIL 4/A101.

8" ROLLED BOX GUTTER AS

SPECIFIED COLOR TO MATCH

EXISTING FASCIA TRIM

3"x4" DOWNSPOUT AS

SPECIFIED. COLOR TO MATCH

EXISTING FASCIA TRIM

DOWNSPOUT STRAP (2)

PER DOWNSPOUT MIN.

16" x 24" SHEET METAL

SPLASH PAN SET IN

BED OF MASTIC

PROVIDE GUTTER

WEDGE AT EACH END

AND MID POINT

EXISTING CLAY TILE ROOF

EXISTING FASCIA TRIM

EXISTING STUCCO FINISH

EXISTING ROOF

1'-0"

1'-0"

1' -0

PROVIDE NEW

LEADER AS

SPECIFIED

PROVIDE 4"x6"

DOWNSPOUT

AS SPECIFIED

GUTTER STRAP

2" ± TO CLEAR STONE

BAND BELOW FIELD VRIFY

EXISTING WALL

EXISTING THROUGH

WALL SCUPPER

EXISTING WALL

EXISTING THROUGH

WALL SCUPPER

PROVIDE NEW

LEADER AS

SPECIFIED

SECTION

PLAN

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

LAS CRUCES WOOTON HALL EXTERIOR REPAIR DESIGN

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

ROOF PLAN

A101 4 1303/19/2025

REH

JLF

DRL 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

2524-A

BD

XXX

EW

WR

0 16'8'4' 24'

SCALE: 1/8"= 1'-0"

SCALE:

ROOF PLAN

1/8" = 1'-0"

A101

SPRAY APPLICATION OF PAINT IS

NOT ALLOWED.

SCALE:

GUTTER / DOWNSPOUT DETAIL

1" = 1'-0"

A101

2'

SCALE: 1"=1'-0"

0 1' 3'

SCALE:

LEADER DETAIL

1" = 1'-0"

A101

EXISTING AIR TERMINAL MAST

EXISTING FLASHING

REMOVE EXISTING

SEALANT, CLEAN

FLASHING AND MAST

SURFACE AND RESEAL.

SCALE:

TOWER AIR TERMINAL DETAIL

N.T.S.

A101

USDA ARS NOTE:

ROOF TILE AREA REMOVED FROM SCOPE

jferguson Stamp

LIGHT FIXTURE. TYPICAL. SEE ELECTRICAL

DRAWINGS. REPLACE OR PATCH LOOSE, CRACKED,

DAMAGED OR DEFECTIVE WORK AS DIRECTED.

PATCHING MUST MATCH EXISTING WORK IN

TEXTURE AND COLOR AND MUST BE FINISHED

FLUSH. APPROXIMATELY 1 S.F.± SEE DETAIL 3/A201.

9' -0

A.

F.

G

LIGHT FIXTURE. TYPICAL. SEE

ELECTRICAL DRAWINGS

SPRAY APPLICATION OF PAINT IS

NOT ALLOWED.

ADJUST / SECURE EXISTING CLAY TILES PER

TRI/WSRCA CONCRETE AND CLAY ROOF TILE

INSTILLATION MANUAL, SUBMIT PROPOSED

ATTACHMENT METHOD.

REINSTALL EXISTING COPING STONE.

FACILITY PERSONNEL HAS THE EXISTING

STONE. CLEAN AND PREP AREA AS

REQUIRED TO REINSTALL STONE.

PROVIDE 5' LONG SECTION OF GUTTER

WITH DOWNSPOUT SEE DETAIL 2/A101.

PROVIDE 5' LONG SECTION OF GUTTER

WITH DOWNSPOUT SEE DETAIL 2/A101.

PROVIDE 5' LONG SECTION OF GUTTER

WITH DOWNSPOUT SEE DETAIL 2/A101.

PROVIDE 5' LONG SECTION OF GUTTER

WITH DOWNSPOUT SEE DETAIL 2/A101.

PROVIDE 5' LONG SECTION OF GUTTER

WITH DOWNSPOUT SEE DETAIL 2/A101.

REMOVE EXISTING SEALANT COMPLETE FROM

STONE ACCENT BAND JOINTS AND ALONG TOP /

BOTTOM OF BAND. PROVIDE NEW BACKER ROD

AND SEALANT AS SPECIFIED.

REMOVE EXISTING SEALANT COMPLETE FROM STONE

ACCENT BAND JOINTS AND ALONG TOP / BOTTOM OF BAND.

PROVIDE NEW BACKER ROD AND SEALANT AS SPECIFIED.

REMOVE EXISTING SEALANT COMPLETE FROM WINDOWS.

PROVIDE NEW BACKER ROD AND SEALANT AS SPECIFIED

TYPICAL.

REMOVE EXISTING SEALANT COMPLETE FROM

AROUND WINDOWS. PROVIDE NEW BACKER

ROD AND SEALANT AS SPECIFIED TYPICAL.

REMOVE EXISTING SEALANT

COMPLETE FROM AROUND DOORS

PROVIDE NEW BACKER ROD AND

SEALANT AS SPECIFIED TYPICAL.

PRESSURE WASH EXISTING EXTERIOR WALL SURFACE,

INCLUDING WINDOWS, DOORS, FASCIAS, SOFFITS,

CEILINGS AND COLONNADE TRELLIS. AFTER PRESSURE

WASHING IS COMPLETE AND ALL SURFACES HAVE DRIED

TO MEET PAINT MANUFACTURERS REQUIREMENTS PAINT

SURFACES AS SPECIFIED AND INDICATED.

PRESSURE WASH EXISTING EXTERIOR WALL SURFACE, INCLUDING WINDOWS, DOORS, FASCIAS,

SOFFITS, CEILINGS AND COLONNADE TRELLIS. AFTER PRESSURE WASHING IS COMPLETE AND ALL

SURFACES HAVE DRIED TO MEET PAINT MANUFACTURERS REQUIREMENTS PAINT SURFACES AS

SPECIFIED AND INDICATED.

PROVIDE 5' LONG SECTION OF GUTTER

WITH DOWNSPOUT SEE DETAIL 2/A101.

PROVIDE LEADER AND 4"x6"

DOWNSPOUT AS SPECIFIED

SEE DETAIL 3/A101

1. CONTRACTOR SHALL NOTIFY C.O.R. OF ANY DISLODGED

STUCCO FINISH THAT IS ENCOUNTERED DURING WORK. IF

AREA IS ENCOUNTERED STOP WORK AT AREA UNTIL C.O.R.

HAS INSPECTED AREA AND REPAIR METHOD HAS BEEN

APPROVED.

GENERAL NOTE

REPLACE OR PATCH LOOSE, CRACKED,

DAMAGED OR DEFECTIVE WORK AS

DIRECTED. PATCHING MUST MATCH

EXISTING WORK IN TEXTURE AND COLOR

AND MUST BE FINISHED FLUSH.

APPROXIMATELY 2 S.F.± SEE DETAIL 3/A201

REMOVE EXISTING SEALANT

COMPLETE FROM AROUND DOORS

PROVIDE NEW BACKER ROD AND

SEALANT AS SPECIFIED TYPICAL.

REPLACE OR PATCH LOOSE,

CRACKED, DAMAGED OR DEFECTIVE

WORK AS DIRECTED. PATCHING MUST

MATCH EXISTING WORK IN TEXTURE

AND COLOR AND MUST BE FINISHED

FLUSH. APPROXIMATELY 2 S.F.± SEE

DETAIL 3/A201

REPLACE OR PATCH LOOSE,

CRACKED, DAMAGED OR DEFECTIVE

WORK AS DIRECTED. PATCHING MUST

MATCH EXISTING WORK IN TEXTURE

AND COLOR AND MUST BE FINISHED

FLUSH. APPROXIMATELY 2 S.F.± SEE

DETAIL 3/A201

REMOVE EXISTING SEALANT COMPLETE FROM STONE

ACCENT BAND JOINTS AND ALONG TOP / BOTTOM OF BAND.

PROVIDE NEW BACKER ROD AND SEALANT AS SPECIFIED.

REMOVE EXISTING SEALANT COMPLETE FROM STONE

ACCENT BAND JOINTS AND ALONG TOP / BOTTOM OF BAND.

PROVIDE NEW BACKER ROD AND SEALANT AS SPECIFIED.

REMOVE EXISTING SEALANT COMPLETE FROM

AROUND WINDOWS. PROVIDE NEW BACKER

ROD AND SEALANT AS SPECIFIED TYPICAL.

LIGHT FIXTURE. TYPICAL. SEE

ELECTRICAL DRAWINGS

PAINT INTERIOR FACE OF

WALL AT COLONNADE AS

SPECIFIED.

LIGHT FIXTURE. TYPICAL. SEE

ELECTRICAL DRAWINGS

PAINT INTERIOR FACE OF WALL AT

COLONNADE AS SPECIFIED.

PAINT INTERIOR FACE OF WALL AT

COLONNADE AS SPECIFIED.

PAINT INTERIOR FACE OF WALL

AT COLONNADE AS SPECIFIED.

DOOR / WINDOW

PAINT SCHEDULE

ALUMINUM

WINDOWS

NO WINDOWS ARE

TO BE PAINTED.

ALUMINUM

DOORS

NO ALUMINUM STORE

FRONT TYPE DOORS

ARE TO BE PAINTED

HOLLOW

METAL

DOORS

PAINT AS SPECIFIED

(3) DOORS INDICATED

ON ELEVATIONS.

PAINT HOLLOW METAL DOORS

AND FRAMES AS SPECIFIED.

PREP AND PAINT EXISTING ROOF

ACCESS LADDER AS SPECIFIED COLOR

TO MATCH EXISTING WALL SURFACE .

PREP AND PAINT EXISTING 2"± GAS PIPE

AS SPECIFIED COLOR TO MATCH

EXISTING WALL SURFACE .

PREP AND PAINT EXISTING ROOF

ACCESS LADDER AS SPECIFIED COLOR

TO MATCH EXISTING WALL SURFACE .

REINSTALL EXISTING COPING STONE.

FACILITY PERSONNEL HAS THE EXISTING

STONE. CLEAN AND PREP AREA AS

REQUIRED TO REINSTALL STONE.

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

LAS CRUCES WOOTON HALL EXTERIOR REPAIR DESIGN

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

EXTERIOR ELEVATIONS

A200 5 1303/19/2025

REH

JLF

DRL 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

2524-A

BD

XXX

EW

WR

0 16'8'4' 24'

SCALE: 1/8"= 1'-0"

SCALE:

SOUTH ELEVATION

1/8" = 1'-0"

A200

SCALE:

NORTH ELEVATION

1/8" = 1'-0"

A200

USDA ARS NOTE:

ROOF TILE AREA REMOVED FROM SCOPE

jferguson

SPRAY APPLICATION OF PAINT IS

NOT ALLOWED.

LIGHT FIXTURE. TYPICAL. SEE ELECTRICAL DRAWINGS.

REPLACE OR PATCH LOOSE, CRACKED, DAMAGED OR

DEFECTIVE WORK AS DIRECTED. PATCHING MUST MATCH

EXISTING WORK IN TEXTURE AND COLOR AND MUST BE

FINISHED FLUSH. APPROXIMATELY 1 S.F.±

9'

-0

A.

F.

G

LIGHT FIXTURE. TYPICAL. SEE

ELECTRICAL DRAWINGS

1. CONTRACTOR SHALL NOTIFY C.O.R. OF ANY DISLODGED

STUCCO FINISH THAT IS ENCOUNTERED DURING WORK. IF

AREA IS ENCOUNTERED STOP WORK AT AREA UNTIL C.O.R.

HAS INSPECTED AREA AND REPAIR METHOD HAS BEEN

APPROVED.

GENERAL NOTE

REMOVE EXISTING SEALANT COMPLETE FROM STONE

ACCENT BAND JOINTS AND ALONG TOP / BOTTOM OF BAND.

PROVIDE NEW BACKER ROD AND SEALANT AS SPECIFIED.

REMOVE EXISTING SEALANT COMPLETE FROM STONE

ACCENT BAND JOINTS AND ALONG TOP / BOTTOM OF BAND.

PROVIDE NEW BACKER ROD AND SEALANT AS SPECIFIED.

PROVIDE 5' LONG SECTION OF GUTTER

WITH DOWNSPOUT SEE DETAIL 2/A101.

PROVIDE 5' LONG SECTION OF GUTTER

WITH DOWNSPOUT SEE DETAIL 2/A101.

PROVIDE 5' LONG SECTION OF GUTTER

WITH DOWNSPOUT SEE DETAIL 2/A101. PROVIDE 5' LONG SECTION OF GUTTER

WITH DOWNSPOUT SEE DETAIL 2/A101.

REPLACE OR PATCH LOOSE, CRACKED, DAMAGED OR

DEFECTIVE WORK AS DIRECTED. PATCHING MUST MATCH

EXISTING WORK IN TEXTURE AND COLOR AND MUST BE

FINISHED FLUSH. APPROXIMATELY 2 S.F.± SEE DETAIL 3/A201

PRESSURE WASH EXISTING EXTERIOR WALL SURFACE, INCLUDING WINDOWS, DOORS, FASCIAS,

SOFFITS, CEILINGS AND COLONNADE TRELLIS. AFTER PRESSURE WASHING IS COMPLETE AND ALL

SURFACES HAVE DRIED TO MEET PAINT MANUFACTURERS REQUIREMENTS PAINT SURFACES AS

SPECIFIED AND INDICATED.

PRESSURE WASH EXISTING EXTERIOR WALL SURFACE, INCLUDING WINDOWS, DOORS, FASCIAS,

SOFFITS, CEILINGS AND COLONNADE TRELLIS. AFTER PRESSURE WASHING IS COMPLETE AND ALL

SURFACES HAVE DRIED TO MEET PAINT MANUFACTURERS REQUIREMENTS PAINT SURFACES AS

SPECIFIED AND INDICATED.

REMOVE EXISTING SEALANT

COMPLETE FROM AROUND DOORS

PROVIDE NEW BACKER ROD AND

SEALANT AS SPECIFIED TYPICAL.

9' -0

A.

F.

G

LIGHT FIXTURE.

TYPICAL. SEE

ELECTRICAL DRAWINGS

REMOVE EXISTING SEALANT COMPLETE

FROM WINDOWS. PROVIDE NEW BACKER

ROD AND SEALANT AS SPECIFIED TYPICAL.

REMOVE EXISTING SEALANT COMPLETE

FROM WINDOWS. PROVIDE NEW BACKER

ROD AND SEALANT AS SPECIFIED TYPICAL.

REMOVE EXISTING SEALANT COMPLETE FROM STONE

ACCENT BAND JOINTS AND ALONG TOP / BOTTOM OF BAND.

PROVIDE NEW BACKER ROD AND SEALANT AS SPECIFIED.

REMOVE EXISTING SEALANT COMPLETE FROM STONE

ACCENT BAND JOINTS AND ALONG TOP / BOTTOM OF BAND.

PROVIDE NEW BACKER ROD AND SEALANT AS SPECIFIED.

PAINT INTERIOR FACE OF WALL AT

COLONNADE AS SPECIFIED.

PAINT INTERIOR FACE OF WALL AT

COLONNADE AS SPECIFIED.

PAINT INTERIOR FACE OF WALL AT

COLONNADE AS SPECIFIED.

LIGHT FIXTURE. TYPICAL. SEE

ELECTRICAL DRAWINGS

PAINT INTERIOR FACE OF

WALL AT COLONNADE AS

SPECIFIED.

DOOR / WINDOW

PAINT SCHEDULE

ALUMINUM

WINDOWS

NO WINDOWS ARE

TO BE PAINTED.

ALUMINUM

DOORS

NO ALUMINUM STORE

FRONT TYPE DOORS

ARE TO BE PAINTED

HOLLOW

METAL

DOORS

PAINT AS SPECIFIED

(3) DOORS INDICATED

ON ELEVATIONS.

PAINT HOLLOW METAL DOORS

AND FRAMES AS SPECIFIED.

PREP AND PAINT EXISTING ROOF

ACCESS LADDER AS SPECIFIED COLOR

TO MATCH EXISTING WALL SURFACE .PREP AND PAINT EXISTING ROOF

ACCESS LADDER AS SPECIFIED COLOR

TO MATCH EXISTING WALL SURFACE .

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

LAS CRUCES WOOTON HALL EXTERIOR REPAIR DESIGN

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

EXTERIOR ELEVATIONS

A201 6 1303/19/2025

REH

JLF

DRL 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

2524-A

BD

XXX

EW

WR

0 16'8'4' 24'

SCALE: 1/8"= 1'-0"

SCALE:

WEST ELEVATION

1/8" = 1'-0"

A201

SCALE:

EAST ELEVATION

1/8" = 1'-0"

A201

EXISTING FRAMING

EXISTING WEATHER BARRIER

FINISH COAT

BROWN COAT

SCRATCH COAT

METAL LATH

WEEP ACCESSORY

SCALE:

GENERAL STUCCO DETAIL

N.T.S.

A201

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

LAS CRUCES WOOTON HALL EXTERIOR REPAIR DESIGN

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

REFERENCE DETAILS

A300 7 1303/19/2025

REH

JLF

DRL 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

2524-A

BD

XXX

EW

WR

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

LAS CRUCES WOOTON HALL EXTERIOR REPAIR DESIGN

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

REFERENCE DETAILS

A301 8 1303/19/2025

REH

JLF

DRL 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

2524-A

BD

XXX

EW

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

LAS CRUCES WOOTON HALL EXTERIOR REPAIR DESIGN

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

REFERENCE DETAILS

A302 9 1303/19/2025

REH

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Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

LAS CRUCES WOOTON HALL EXTERIOR REPAIR DESIGN

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

REFERENCE DETAILS

A303 10 1303/19/2025

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ABBR.

AMPERE(S)

DESCRIPTION

A / AMP

ALTERNATING CURRENT : AIR COMPRESSOR

AIR CURTAIN : ABOVE COUNTER/ BACKSPLASH

AMPERE FRAME

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AIR HANDLING UNIT

AMPERE INTERRUPT CAPACITY

ALUMINUM

AMP TRIP

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AIR COOLED CONDENSING UNITACCU

AC

AC

AF

AFF

AFG

AHU

AIC

AL

AT

ATS

AUTO

AUX

AWG

BRKR

BLDG

C

CAT

CB

CCT

CCTV

CFCI

CKT

CLG

CMH

COMM

CP

CPT

CRI

CT

CU

AUXILIARY

BREAKER

BUILDING

CONDUIT

CATEGORY

CIRCUIT BREAKER

CORRELATED COLOR TEMPERATURE

CLOSED CIRCUIT TELEVISION

CONTRACTOR FURNISHED/ INSTALLED

CIRCUIT

CEILING

COMMUNICATIONS MANHOLE

AMERICAN WIRE GUAGE

COMMUNICATIONS

CONTROL POWER TRANSFORMER

COLOR RENDERING INDEX

CURRENT TRANSFORMER : COOLING TOWER

COPPER : CONDENSING UNIT

CONDENSATE PUMP

HEIGHT

HORSE POWER : HEAT PUMP

INTERMEDIATE METAL CONDUIT

KILO

THOUSAND AMPERE INTERRUPT CAPACITY

THOUSANDS OF CIRCULAR MILS

KILOVOLT

KILOVOLT-AMPERES

KILOWATT

KILOWATT - HOUR

LENGTH

LOCAL AREA NETWORK

HAND-OFF AUTOMATICHOA

HP

IMC

K

KAIC

KCMIL

KV

KVA

KW

KWHR

L

LAN

LTG

MAX

MCA

MCB

MCC

MGB

MH

MIN

MLO

NEC

NEMA

NFPA

NC

NESC

NL

NO

NTS

LIGHTING

MINIMUM CIRCUIT AMPACITY

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MAIN GROUND BAR

MANHOLE / MOUNTING HEIGHT

MINIMUM

MAIN LUGS ONLY

NATIONAL ELEC CODE

NATIONAL ELEC MANUFACTURER'S ASSOCIATION

NATIONAL FIRE PROTECTION ASSOCIATION

MAXIMUM

NORMALLY CLOSED

NIGHT LIGHT

NORMALLY OPEN

NOT TO SCALE

NATIONAL ELEC SAFETY CODE

ABBR. DESCRIPTION

D

DC

DISC

DIST

DPST

DPDT

EC

EF

ELEC

EMER

EMH

EMT

EPA

EQUIP

DEPTH

DIRECT CURRENT

DISCONNECT

DISTRIBUTION

DOUBLE POLE SINGLE THROW

DOUBLE POLE DOUBLE THROW

EMPTY CONDUIT

EXHAUST FAN

ELECTRICAL

ELECTRICAL MANHOLE

ELECTRICAL METALLIC TUBING

EFFECTIVE PROJECTED AREA

EQUIPMENT

EMERGENCY

PF

PH

PNL

PTAC

PVC

REC / RECPT

RMC

RTU

RVNR

SA

SCCR

SF

SPD

POWER FACTOR

PHASE

PANEL : PANELBOARD

PACKAGED THRU-WALL AIR CONDITIONER

POLYVINYL CHLORIDE

RECEPTACLE

RIGID METAL CONDUIT

ROOF TOP UNIT

REDUCED VOLTAGE NON-REVERSING

SHORT CIRCUIT CURRENT RATING

SUPPLY FAN

SURGE PROTECTIVE DEVICE

SURGE ARRESTORS

EX / EXIST

EUH

EXP

EWH / EWC

EXISTING

EXPLOSION PROOF

ELECTRIC WATER HEATER / COOLER

ELECTRIC UNIT HEATER

SPEC

SPST

SWBD

SWGR

SPECIFICATIONS

SWITCHBOARD

SINGLE POLE SINGLE THROW

F

FACP

FCU

FLEX

G / GND

GFGI

GFI / GFCI

GRS

GUH

GWH

FUSE

FIRE ALARM CONTROL PANEL

FAN COIL UNIT

FLEXIBLE

GROUND

GOVERNMENT FURNISHED / INSTALLED

GROUND FAULT (CIRCUIT) INTERRUPTER

GALVANIZED RIGID STEEL

GAS UNIT HEATER

GAS WATER HEATER

TMGB

TOL

TYP

UH

UOI

UL

W

WP

Z

TELECOMMUNICATION MAIN GROUNDING BUSBAR

THERMAL OVERLOAD

TYPICAL

UNIT HEATER

UNLESS OTHERWISE INDICATED

UNDERWRITERS LABORATORY

WATTS : WIDTH

WEATHERPROOF

IMPEDANCE

P POLE(S)

SPDT SINGLE POLE DOUBLE THROW

SWITCHGEAR

H / HT

NAT NATIONAL

XFMR TRANSFORMER

ETC. ETCETERA

MTD MOUNTED

N NEUTRAL

QTY QUANTITY

ABBREVIATIONS

ABBREVIATIONS ABOVE ARE FOR ELECTRICAL

SHEETS ONLY. NOT ALL MAY BE USED.

MGC MAIN GROUNDING CONDUCTOR

1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE

DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK

REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE

REQUIREMENTS OF THE CONTRACT.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL

PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN

UNFINISHED OR INCOMPLETE CONDITION. INSTALLATION OF

ELECTRICAL WORK SHALL BE COORDINATED WITH OTHER TRADES

BEFORE ANY INSTALLATION IS DONE. CONDUIT AND DEVICES SHOWN

ON PLANS ARE SCHEMATIC.

3. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND

MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF

MATERIALS AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN

THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING

REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT

TO THE CONTACTING OFFICER'S ATTENTION PRIOR TO PROCEEDING

WITH THE WORK.

4. THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-PLACE, AND NEW

WORK.

5. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

SHALL VERIFY ALL NEW AND EXISTING CONDITIONS SHOWN ON THESE

DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE C.O. IN WRITING OF

ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.

6. THE CONTRACTOR SHALL PLAN WORK TO PROVIDE ADEQUATE

PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES, AND

EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO

PERSONS AND PROPERTY AS NECESSARY.

7. MINIMUM RACEWAY SIZE SHALL BE 3/4-IN. INCREASE RACEWAY SIZE AS

REQUIRED TO LIMIT RACEWAY FILL RATIO TO LESS THAN 40% FULL.

8. ALL CONDUCTORS SHALL BE COPPER.

9. ALL FEEDERS AND BRANCH CIRCUITS SHALL INCLUDE A GREEN

INSULATED GROUND CONDUCTOR, SIZE PER NATIONAL ELECTRICAL

CODE, OR AS SHOWN, CONNECTED TO EACH DEVICE AND OUTLET BOX

ON THE CIRCUIT AND TO THE PANELBOARD GROUND BUS. PROVIDE A

DEDICATED NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT.

MULTIPLE BRANCH CIRCUITS IN ONE RACEWAY REQUIRE ONLY ONE

GROUND CONDUCTOR.

10. ALL SAFETY DISCONNECTS SHALL BE HEAVY DUTY 240V NEMA 3R

NON-FUSED TYPE.

11. NEW WORK SHALL BE MADE TO TIE INTO THE EXISTING IN A UNIFORM

MANNER, SIMILAR ITEMS OF NEW WORK SHALL BE CHECKED AGAINST

EXISTING WORK.

12. REFER TO ONE-LINE DIAGRAMS, SCHEDULES, AND TABLES FOR

CONDUCTOR AND CONDUIT SIZES NOT SHOWN ON PLANS.

13. PROVIDE LABELS ON ALL RECEPTACLES, WALL MOUNTED LIGHT

SWITCHES/OCCUPANCY SENSORS AND JUNCTION BOXES INDICATING

THE SOURCE PANEL AND CIRCUIT(S). TEXT SHALL BE BLACK 1/4-IN IN

HEIGHT PRINTED ON A CLEAR LABEL. HANDWRITTEN LABELS ARE NOT

PERMITTED.

14. COORDINATE WALL, FLOOR AND ROOF PENETRATIONS WITH THE

OWNER'S REPRESENTATIVE.

15. SUPPLEMENTAL STEEL MEMBERS REQUIRED TO SUPPORT ELECTRICAL

EQUIPMENT FROM MAIN STRUCTURE SHALL BE PROVIDED BY THE

ELECTRICAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE.

16. EXACT LOCATIONS OF PANELBOARDS, DISCONNECTS, TIMERS, AND

SWITCHES SHALL BE COORDINATED WITH FINAL LOCATIONS OF

WALL-MOUNTED ARCHITECTURAL AND MECHANICAL EQUIPMENT.

MOUNT DISCONNECTS AND SWITCHES MINIMUM 48" AFF. MOUNT

TIMERS MINIMUM 40" AFF.

17. SPECIFICATIONS TAKE PRECEDENCE OVER DRAWINGS. HOWEVER,

ITEMS SHOWN ON DRAWING BUT NOT IN THE SPECIFICATIONS ARE

REQUIRED WITHIN THE PROJECT SCOPE. IN ADDITION, SPECIFIC

ITEMS SHOWN ON THE DRAWINGS TAKE PRECEDENCE OVER

SPECIFICATIONS IN CASES WHERE THE SPECIFICATION HAS

OPTIONS.

18. ALL EQUIPMENT INSTALLED IN THIS PROJECT SHALL COMPLY WITH

THE "BUY AMERICAN ACT". BASIS OF DESIGN SHOWN ON

SCHEDULES IS TO ESTABLISH A STANDARD OF QUALITY, NOT TO

LIMIT COMPETITION. EQUIVALENT EQUIPMENT FROM ANOTHER

MANUFACTURER IS ACCEPTABLE.

19. PROVIDE WEATHERPROOF COVERS FOR ALL SWITCHES.

20. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL,

MECHANICAL, CIVIL DRAWINGS AND SPECIFICATIONS FOR EXACT

LOCATION OF EQUIPMENT. ALL WORK SHALL BE COORDINATED WITH

THE WORK OF OTHER TRADES TO AVOID INTERFERENCE. REFER TO

MECHANICAL DRAWINGS FOR PIPES, DUCTS, AND MECHANICAL

EQUIPMENT.

GENERAL PROJECT NOTES:

SYMBOL / KEY

REVISION TAG DESIGNATION

DESCRIPTION

TOP DESIGNATION IS SECTION DESIGNATION

KEY NOTE DESIGNATION

BOTTOM DESIGNATION IS SECTION SHEET LOCATION (STANDARD SYMBOL SCALED DOWN FOR LEGEND)

NOTE: ANY CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES A 2 WIRE #12AWG CIRCUIT WITH A #12AWG

GND. A GREATER NUMBER OF WIRES IS INDICATED AS FOLLOWS:

4 WIRE, 2 CIRCUITS & GROUND (LONGER SLASH INDICATES NEUTRAL)

6 WIRE, 3 CIRCUITS & GROUND, ETC.(WIRING LARGER THAN #10AWG SHALL BE AS NOTED)

INDICATES #10 GROUND CONDUCTOR UOI (DOUBLE TICK/SLASH INDICATES ISOLATED GROUND)

PANELBOARD AND CIRCUIT DESIGNATION

RACEWAY CONCEALED IN WALL OR CEILING OR EXPOSED ON STRUCTURE AS REQUIRED

HOMERUN TO PANELBOARD - LETTERS INDICATE PANEL, NUMBERS INDICATE CIRCUIT

(NOT ALL SYMBOLS MAY APPLY, TYP.)

TAG STYLE ANNOTATION: CIRCUIT DESIGNATION, POINT TOWARD ASSOCIATED BRANCH/DIST PANEL.

TAG STYLE ANNOTATION: ELEC EQUIP DESIGNATION (PANELBOARDS, XFMRS, DIST BOARDS, ETC.)

TAG STYLE ANNOTATION: ELECTRICALLY POWERED EQUIPMENT (PROVIDED BY OTHERS)

TAG STYLE ANNOTATION: ELECTRICALLY POWERED MECHANICAL/PLUMBING EQUIPMENT (RE: MECHANICAL)

TOP DESIGNATION IS PLAN / ENLARGED PLAN / DETAIL NUMBER

BOTTOM DESIGNATION IS SHEET LOCATION (STANDARD SYMBOL SCALED DOWN FOR LEGEND)

LA1:13

LA1:13

EP101

A

EP101

GENERAL SYMBOLS LEGEND

CIRCUITRY RUN IN STRAIGHT LINE SEGMENTS SIGNIFIES EXPOSED

SURFACE-MOUNTED RACEWAY (SEE SPECIFICATIONS).

SYMBOL / KEY

LIGHT FIXTURE, RECESSED,

PENDANT OR SURFACE MTD.

DESCRIPTION SYMBOL / KEY DESCRIPTION

LIGHT FIXTURE, STRIP LUMINARE,

RECESSED, PENDANT, OR SURFACE MTD.

LIGHT FIXTURE, RECESSED TYPE

DOWLIGHT. DIRECTIONAL AS INDICATED.

LIGHT FIXTURE, PENDANT OR

SURFACE MTD.

LIGHT FIXTURE, WALL MTD.

EXIT LUMINAIRE, WALL OR CEILING MTD.

ARROWS INDICATE DIRECTION, SHADING

INDICATES LIGHTED FACES

EMERGENCY FLOODLIGHT W/

BATTERY BACKUP

EMERGENCY FLOODLIGHT REMOTE HEAD

LIGHT TRACK, NUMBER OF

LUMINAIRES AS SHOWN.

LUMINAIRE CONNECTED TO EMERGENCY

CIRCUIT. TO INCLUDE BATTERY BACK-UP,

GENERATOR, INVERTER, ETC. SEE PLANS

UPPERCASE LETTER INDICATES

LUMINAIRE TYPE, LOWERCASE LETTER

INDICATES CONTROLS/ SWITCH SYSTEM.

POLE MOUNTED LIGHT FIXTURE.

NUMBER OF HEADS AS INDICATED.

S A,a a

TIME CLOCKTC

VACANCY SENSORVS

OCCUPANCY SENSOROS

PHOTOELECTRIC SWITCHPES

S* SWITCH (* = TYPE)

S S2

SINGLE POLE SWITCH

DOUBLE POLE

THREE WAY

TIMER SWITCH

WALL BOX VACANCY SENSOR

WALL BOX OCCUPANCY SENSOR

DIMMER

S3 S T S S S

VS

OS

D C LOCAL CONTACTOR

SWITCH W/ THERMAL OVERLOAD

SERVING MOTORSTO

LOWERCASE LETTER INDICATES

EQUIPMENT CONTROLLED

Sa

LIGHTING AND SWITCHING LEGEND

ETR EXISTING TO REMAIN

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

LAS CRUCES WOOTON HALL EXTERIOR REPAIR DESIGN

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

ELECTRICAL LEGEND & ABBREVIATIONS

E001 11 1303/19/2025

REH

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BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

2524-A

BD

XXX

EW

WR

SYMBOL / KEY DESCRIPTION

PANELBOARD (PLAN VIEW)

ONE-LINE DIAGRAM, SCHEDULE, AND

DISTRIBUTION LEGEND

H

B

C

C

C

D

D

D

E1

E2

GENERAL NOTES

1. REFER TO E001 FOR GENERAL NOTES AND SYMBOLS LIST.

2. CONTRACTOR MUST IDENTIFY AND CONFIRM THE CONTENTS OF

PANELS EH1A, H1A, AND L1A BEFORE BEGINNING WORK.

EX HANDHOLE

B

A

A A A

A A A A A A

A A A A A A

EH1A-41

AAAA

A

A

A

A

AA

EH1A-39

A

A

A

A

A

H1AEH1A

EH1A:37

EH1A:35

EH1A:35

A

EH1A:37

EH1A:37

EH1A:37

E1

L1A

EH1A-2

EH1A-1

EX

TIME CLOCK

EX

CONTACTS

DEMOLISH FIXTURE. CAP WIRES AND REPLACE FIXTURE WITH A

PLATE COVER.

EXISTING LIGHTING CONTROLS ARE CURRENTLY POWERED

FROM L1A. DEMO BACK TO L1A.

REPLACE EXISTING CONTACTS WITH NEW CONTACTS.

PROVIDE A NEW ASTRONOMICAL TIME CLOCK POWERED BY

EXISTING SPARE, EH1A:33. TIME CLOCK IS TO OPERATE ON

120/277VAC. ASTRONOMICAL TIME CLOCK CONTROL: PROGRAM

ON, PROGRAM OFF, PROVIDE HAND/OFF/AUTO SWITCH.

ALL FIXTURES THAT ARE FIXTURE "A" SHALL REPLACE EXISTING

COLONNADE FIXTURES. THE FIXTURES SHALL BE MOUNTED AT

THE SAME PLACE AS THE EXISTING FIXTURES. USE EXISTING

CONDUIT AND WIRE TO RELOCATE INDIVIDUAL CIRCUITS

H1A:7,9,11 TO EXISTING SPARE, EH1A:37,39,41.

ALL FIXTURES THAT ARE FIXTURE "B" SHALL BE POLE

MOUNTED. THE POLE SHALL BE 12' AFG. POWER SHALL BE

SUPPLIED BY THE EXISTING HANDHOLE. THE POWER IS

CURRENTLY 120/208V. INDIVIDUAL CIRCUITS WILL BE CHANGED

TO 277V AND RELOCATED FROM INDIVIDUAL CIRCUITS L1A:28,30

TO EXISTING SPARES, EH1A:33,35. THE WIRES, FROM THE TIME

CLOCK TO FIELD DEVICES, WILL BE THE WRONG COLOR FOR

THE VOLTAGE. THEY SHALL HAVE ENDS TAPED WITH THE

APPROPRIATE COLOR/LABELING. DEMOLISH CIRCUIT BACK TO

L1A.

ALL FIXTURES THAT ARE FIXTURE "C" SHALL BE POLE MOUNTED

AND REPLACE THE EXISTING SPOT LIGHT. THE EXISTING

FEEDER SHALL BE MOVED TO THE CENTER OF THE RAISED

FLOWER BED. THE POLE SHALL BE 18' AFG IN THE CENTER OF

THE RAISED FLOWER BED. THE POLE SHALL HAVE THREE 6'

ARMS SPACED 120 DEGREES. USE EXISTING CONDUIT AND

WIRE TO RELOCATE INDIVIDUAL CIRCUITS H1A:7,9,11 TO

EXISTING SPARE, EH1A:37,39,41.

ALL FIXTURES THAT ARE FIXTURE "D" SHALL REPLACE EXISTING

WALL PACKS. THE FIXTURES SHALL MOUNTED AT THE SAME

PLACE AS THE EXISTING FIXTURES. USE EXISTING CONDUIT

AND WIRE TO RELOCATE INDIVIDUAL CIRCUITS H1A:7,9,11 TO

EXISTING SPARE, EH1A:37,39,41.

FIXTURES "E1" AND "E2" SHALL BE MOUNTED IN EXISTING

OVERHANGS. POWER SHALL BE SUPPLIED BY EXISTING

INTERIOR CIRCUITS.

KEYED NOTES

EH1A:37

EX

EX

EX

EX

EX

NEW

TIME CLOCK

NEW

CONTACTS

0 16'8'4' 24'

SCALE: 1/8"= 1'-0"

SCALE:

COLONNADE PLAN

1/8" = 1'-0"

E100

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

LAS CRUCES WOOTON HALL EXTERIOR REPAIR DESIGN

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

LIGHTING PLAN

E100 12 1303/19/2025

REH

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JGM 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

2524-A

BD

XXX

EW

WR

LUMINAIRE REQUIREMENTS:

1. HOUSING - DIE-CAST ALUMINUM WITH INTEGRAL PASSIVE COOLING MECHANISM.

HEAT SINK MUST BE INCORPORATED DIRECTLY INTO HOUSING OR DRIVER

COMPARTMENT TO ENSURE MAXIMUM HEAT TRANSFER AND DISSIPATION.

2. FINISH - MULTI-STAGE PRE-TREATMENT, FINISHED WITH BAKED-ON POLYESTER

POWDER COAT. IP66 RATED.

3. POWER SUPPLY/LED DRIVER - CLASS 1 DRIVER MUST OPERATE AT 120/277 VOLTS,

50/60 HZ, POWER FACTOR GREATER THAN 0.9 AND THD LESS THAN 20% AT

FULL LOAD. MINIMUM EFFICACY MUST BE 60 LM/W AT MAXIMUM 600mA OPERATING

CURRRENT.

4. LED OPTICAL ASSEMBLY - PRECISION MOLDED ACRYLIC LENS PROVIDED FOR

MULTIPLE HIGH-POWERED LEDS. BUG UPLIGHT RATING OF U0. MINIMUM COLOR

RENDERING INDEX(CRI) MUST BE 80 FOR

3500K.

CORRELATED COLOR TEMPERATURE OF

5. CERTIFICATION - UL AND/OR ETL LISTED FOR DAMP OR WET LOCATIONS (FOR

EXTERIOR WALL MOUNT) AND ROHS COMPLIANT.

6. OPTIONS - VARIOUS LUMEN OUTPUT RATINGS AS INDICATED.

7. THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE

THAT MAY MEET THE SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO

INDICATE A CERTAIN MANUFACTURER OR PREFERENCE.

LED WALL MOUNTED FIXTURE

FIXTURE TYPE: A

LUMINAIRE REQUIREMENTS:

1. HOUSING - SINGLE-PIECE-DIE-CAST ALUMINUM HOUSING WITH NOMINAL WALL

THICKNESS OF .012''. DIE-CAST TOP ACESS DOORFRAME HAS IMPACT RESISTANT,

TEMPERED GLASS LENS (3/16 '' THICK). DOORFRAME IS FULLY GASKETED WITH

ONE-PIECE TUBLAR SILICONE.

2. FINISH - EXTERIOIR PARTS ARE PROTECTED BY A ZINC-INFUSED SUPER DURABLE

TGIC THERMOSET POWDER COAT FINISH THAT PROVIDES SUPERIOR

RESTISTANCE TO CORROSION AND WEATHERING. FINISH IS DARK BRONZE.

3. POWER SUPPLY/LED DRIVER - CLASS 1 ELECTRONIC DRIVER HAS A POWER

FACTOR >90%, THD <20%, AND HAS AN EXPECTED LIFE OF 100,000 HOURS WITH

<1% FAILURE RATE. EASILY-SERVICEABLE SURGE PROTECTION DEVICE MEETS A

MINIMUM CATEGORY C LOW FOR OPERATION (PER ANSI/IEEE C62.41.2).

4. LED OPTICAL ASSEMBLY - PRECISION ACRYLIC REFRACTIVE OPTICS FOR

OPTIMUM LIGHT DISTRIBUTION THROUGH THE FLAT GLASS LENS. CORRELATED

COLOR TEMPERATURE SHOULD BE AS SCHEDULED. MINIMUM 80 CRI CCT.

5. CERTIFICATION - CSA CERTIFIED TO U.S. AND CANADIAN STANDARDS. LUMINAIRE

IS IP65 RATED. RATED FOR -40 DEGREES CELSIUS MINIMUM AMBIENT.

6. OPTIONS - VARIOUS LUMEN OUTPUT RATINGS AS INDICATED.

7. THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE

THAT MAY MEET THE SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO

INDICATE A CERTAIN MANUFACTURER OR PREFERENCE.

POLE MOUNTED PATH LIGHT

FIXTURE TYPE: B

LED WALL MOUNTED FIXTURE

FIXTURE TYPE: C

LUMINAIRE REQUIREMENTS:

1. HOUSING - DIE-CAST ALUMINUM WITH INTEGRAL PASSIVE COOLING MECHANISM.

HEAT SINK MUST BE INCORPORATED DIRECTLY INTO HOUSING OR DRIVER

COMPARTMENT TO ENSURE MAXIMUM HEAT TRANSFER AND DISSIPATION.

2. FINISH - MULTI-STAGE PRE-TREATMENT, FINISHED WITH BAKED-ON POLYESTER

POWDER COAT. IP66 RATED. FINISH IS DARK BRONZE.

3. POWER SUPPLY/LED DRIVER - CLASS 1 DRIVER MUST OPERATE AT 120/277 VOLTS,

50/60 HZ, POWER FACTOR GREATER THAN 0.9 AND THD LESS THAN 20% AT

FULL LOAD. MINIMUM EFFICACY MUST BE 60 LM/W AT MAXIMUM 600mA OPERATING

CURRRENT.

4. LED OPTICAL ASSEMBLY - PRECISION MOLDED ACRYLIC LENS PROVIDED FOR

MULTIPLE HIGH-POWERED LEDS. BUG UPLIGHT RATING OF U0. MINIMUM COLOR

RENDERING INDEX(CRI) MUST BE 80 FOR

4000K.

CORRELATED COLOR TEMPERATURE OF

5. CERTIFICATION - UL AND/OR ETL LISTED FOR DAMP OR WET LOCATIONS (FOR

EXTERIOR WALL MOUNT) AND R0HS COMPLIANT.

6. OPTIONS - VARIOUS LUMEN OUTPUT RATINGS AS INDICATED.

7. THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE

THAT MAY MEET THE SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO

INDICATE A CERTAIN MANUFACTURER OR PREFERENCE.

LED WALL MOUNTED FIXTURE

FIXTURE TYPE: D

LUMINAIRE REQUIREMENTS:

1. HOUSING - GALVANIZED STEEL MOUNTING/PLASTER FRAME. GALVANIZED STEEL

JUNCTION BOX WITH THE BOTTOM HINGED COVERS AND SPRING LATCHES.

REFLECTOR RETAINED BY TORSION SPRINGS.

2. LIGHT SOURCE - COLOR TEMPERATURE AS SCHEDULED, EFFICACY OF 91

LUMENS/ WATT, WITH A MINIMUM CRI OF 90.

3. DRIVER - OPERATING VOLTAGE OF 120/277V.

4. CERTIFICATION - UL 1598, DLC QUALIFIED, AND ROHS COMPLIANT. COMPLIES

WITH LM79, LM80 AND TM21 TESTING STANDARDS. UL 924 WHEN EQUIPPED WITH

EMERGENCY BATTERY BACK-UP. IC RATED WHEN INDICATED.

5. MOUNTING - RECESSED IN SUSPENDED ACOUSTICAL TILE OR HARD CEILING.

6. THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A

LUMINAIRE THAT MAY MEET THE SPECIFICATION REQUIREMENTS. IT IS NOT

INTENDED TO INDICATE A CERTAIN MANUFACTURER OR PREFERENCE.

6'' LED RECESSED DOWNLIGHT

FIXTURE TYPE: E1, E2

LUMINAIRE REQUIREMENTS:

1. HOUSING - SINGLE-PIECE-DIE-CAST ALUMINUM HOUSING WITH NOMINAL WALL

THICKNESS OF .012''. DIE-CAST TOP ACESS DOORFRAME HAS IMPACT RESISTANT,

TEMPERED GLASS LENS (3/16 '' THICK). DOORFRAME IS FULLY GASKETED WITH

ONE-PIECE TUBLAR SILICONE.

2. FINISH - EXTERIOIR PARTS ARE PROTECTED BY A ZINC-INFUSED SUPER DURABLE

TGIC THERMOSET POWDER COAT FINISH THAT PROVIDES SUPERIOR

RESTISTANCE TO CORROSION AND WEATHERING. FINISH IS DARK BRONZE.

3. POWER SUPPLY/LED DRIVER - CLASS 1 ELECTRONIC DRIVER HAS A POWER

FACTOR >90%, THD <20%, AND HAS AN EXPECTED LIFE OF 100,000 HOURS WITH

<1% FAILURE RATE. EASILY-SERVICEABLE SURGE PROTECTION DEVICE MEETS A

MINIMUM CATEGORY C LOW FOR OPERATION (PER ANSI/IEEE C62.41.2).

4. LED OPTICAL ASSEMBLY - PRECISION ACRYLIC REFRACTIVE OPTICS FOR

OPTIMUM LIGHT DISTRIBUTION THROUGH THE FLAT GLASS LENS. CORRELATED

COLOR TEMPERATURE SHOULD BE AS SCHEDULED. MINIMUM 80 CRI CCT.

5. CERTIFICATION - CSA CERTIFIED TO U.S. AND CANADIAN STANDARDS. LUMINAIRE

IS IP65 RATED. RATED FOR -40 DEGREES CELSIUS MINIMUM AMBIENT.

6. OPTIONS - VARIOUS LUMEN OUTPUT RATINGS AS INDICATED.

7. THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE

THAT MAY MEET THE SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO

INDICATE A CERTAIN MANUFACTURER OR PREFERENCE.

Panel Name: EH1A Bussing Amps: 225 Panel Location: ROOM 104 Surface or Flush: SURFACE

Voltage: 277/480V Sections: ONE SECTION - 42X Phase/Wire: 3PH/3W AIC Rating: 18

New/Existing: Existing

Load VA Branch Load Data

Breaker Breaker Branch Load Data

Load VA Ph A Ph B Ph C Trip Pole No. Ph. No. Trip Pole Ph A Ph B Ph C 2188 LTG. - EAST WING FIRST FLOOR 20 1 1 a 2 20 1 LTG. - WEST WING FIRST FLOOR 1168

1314 LTG. - EAST WING SECOND FLOOR 20 1 3 b 4 20 1 LTG. - WEST WING SECOND FLOOR 834 SPACE -- 1 5 c 6 -- SPACE SPACE -- 1 7 a 8 -- SPACE SPACE -- 1 9 b 10 -- SPACE SPACE -- 1 11 c 12 -- SPACE SPACE -- 1 13 a 14 -- SPACE SPACE -- 1 15 b 16 -- SPACE SPACE -- 1 17 c 18 -- SPACE SPACE -- 1 19 a 20 -- SPACE SPACE -- 1 21 b 22 -- SPACE SPACE -- 1 23 c 24 -- SPACE SPACE -- 1 25 a 26 -- SPACE SPACE -- 1 27 b 28 -- SPACE SPACE -- 1 29 c 30 -- SPACE SPARE 20 1 31 a 32 -- SPACE

6 ASTRONOMICAL TIME CLOCK 20 1 33 b 34 -- SPACE 214 LIGHT POLES 20 1 35 c 36 -- SPACE

64 WALL PACKS 20 1 37 a 38

125 3 75 KVA TRANSFORMER

1000 COLONADES LIGHTING SOUTH 20 1 39 b 40 2500

600 COLONADES LIGHTING WEST 20 1 41 c 42 2500 2252 2320 814 Sum per phase (VA) right side 3668 3334 2500 3668 3334 2500 5920 5654 3314

53% 21 amps Total Connected (VA): 14888 30 amps Total Connected Amps: 21

Calculated Load (Amps) @ ## 21

LUMINAIRE SCHEDULE

TYPE DESCRIPTION SOURCE VOLTAGE TOTAL VA

MANUFACTURER

MOUNTINGBASIS OF DESIGN

TYPE CCT(K) LUMENS NAME CATALOG SERIES

A ARCH LIGHT LED 4000 2300 120-277 50 VISA OW1721_L40K_H WALL MOUNTED

B LIGHT POLE LED 5000 3500 120-277 26 LITHONIA RADPT_LED_P1_50K_SYM POLE MOUNTED

C LIGHT POLE WITH ARMS LED 5000 6350 120-277 54 LITHONIA RAD1_LED_P3_50K_PATH POLE MOUNTED

D DOOR WALLPACK LED 5000 1500 120-277 16 LITHONIA ARC2_LED_P1_50K_MVOLT_4W4H_

PE WALL MOUNTED

E1 6'' CAN LED 5000 1500 120-277 18 LITHONIA LDN6_50/_15_L06_WR_LD_TRW RECESSED

E2 6'' CAN LED 5000 500 120-277 6 LITHONIA LDN6_50/_05_L06_WR_LD_TRW RECESSED

GENERAL NOTES:

A PRIOR TO SUBMITTAL VERIFY TRIM COMPATIBILITY WITH CEILING TYPE TO AVOID CONFLICTS.

B SHOULD ALTERNATE FIXTURES BE PROPOSED, EC SHALL PROVIDE PHOTOMETRICS FOR EACH SPACE CONTAINING PROPOSED ALTERNATES.

C FINAL FINISHES SHALL BE APPLIED AFTER FABRICATION.

D COORDINATE MOUNTING OF EXIT SIGNS WITH ARCHITECTURAL FEATURES.

SPECIFIC NOTES:

2 DOES UPDATE WORK?

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

LAS CRUCES WOOTON HALL EXTERIOR REPAIR DESIGN

USDA-ARS NEW MEXICO STATE UNIVERSITY

LAS CRUCES, NEW MEXICO

SCHEDULES AND DETAILS

E500 13 1303/19/2025

REH

DRL

JGM 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

XXX

2524-A

BD

XXX

EW

WR

#4 HOOP (TYP.)

EIGHT - #7 (TYP.)

1' - 6" MIN. BELOW GROUND

2' - 0" MIN. UNDER PAVEMENT

4" M

IN

3/4" CHAMFER (TYP.)

1/

2" C

LR

3"

5'

0"

#4 H

O O

PS

" S

PA

C

IN

G

2 1/2" CLR.

CONCRETE

EXTEND THE CONDUIT 6" MIN. BEYOND

THE FOUNDATION OR THE CONTROLLED

DENSITY BACKFILL

CLAMP CONDUCTOR TO STEEL

REINFORCING BAR WITH LISTED

CONNECTOR SUITABLE FOR

USE EMBEDDED IN CONCRETE

2'Ø MINIMUM **

** - DENOTES THAT THE DIMENSION

SHALL BE VERIFIED AND ADJUSTED TO

ACCOMMODATE THE LIGHT STANDARD.

THE STANDARD SHALL NOT OVERHANG

THE FOUNDATION

UNDISTURBED EARTH

1"Ø BOLT WITH 18"

MINIMUM EMBED

NEW LIGHT STANDARD

1/4" STEEL BAR STRAPS

BETWEEN ANCHORS

LEVEL WITH NON-SHRINK

GROUT, AS REQUIRED (1"

MAX)

SCALE:

LIGHT POLE STANDARD FOUNDATION

NONE

E500

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