1. Att-2 Drawings pgs 15.pdf

BUFFALO

ROCHESTER WORCESTER

SYRACUSE

NEW YORK

SPRINGFIELD

HARTFORD

SHEET SHEET NAME

010-GENREAL

G-001 COVER SHEET

080-ARCHITECTURAL

A-001 ABBREVIATIONS AND GENERAL NOTES

AD101 DEMOLITION PLAN

A-101 FLOOR PLAN

A-301 BUILDING SECTION

A-401 DETAILS AND SCHEDULES

150-MECHANICAL

M-001 ABBREVIATIONS AND LEGEND

M-101 MECHANICAL PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

160-ELECTRICAL

E-001 ELECTRICAL LEGEND

E-100 ELECTRICAL PLAN

E-101 LIGHTING PLAN

E-500 SINGLE LINE DIAGRAM

PROJECT LOCATION

PROJECT LOCATION GENEVA, NEW YORK

FIRM

P.A.Johnson M AdamscTHE

ARCHITECTS / ENGINEERS PLANNING SURVEYING MANAGEMENT

LOCATION MAPVICINITY MAP

12305B21D0013/12305B22F0108

2939 PRE-EMPTION ROAD

GENEVA, NEW YORK 14456

WELLINGTON BARN COLD STORAGE RETROFIT

U.S. DEPARTMENT OF AGRICULTURE

AGRICULTURAL RESEARCH SERVICE

NO. DATE BY DESCRIPTION

REVISIONS

PROJECT NO.

DATE

Agricultural

Research

Service

SHEET

AGRICULTURE RESEARCH SERVICE

USDA ARS NEA AAO ACQ/PER PROP

10300 BALTIMORE AVENUE

BLDG 003, RM 223, BARC-WEST

BELTSVILLE, MD 20705

XXX

01/10/2023

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

TMC

2122-M

V. EDWARDS

T. VIGIL

JGM B. DISALVO

P. BORDELON

U

S

D

A

DRAWING INDEX

WELLINGTON BARN COLD STORAGE

OF

BID OPTIONS

USDA AGRICULTURAL RESEARCH SERVICE

PLANT GENETICS RESEARCH UNIT

2939 PRE-EMPTION ROAD

GENEVA, NY 14456

TMC COVER SHEET

G-001

NORTH

NEW YORK

BUFFALO

SYRACUSE

ROCHESTER

NEW YORK

WORCHESTER

SPRINGFIELD

HARTFORD

BASE BID:

TO INCLUDE: LIMITED DEMOLITION AND REMOVAL OF A WALL FOR INSTALLATION OF A NEW DOOR. CONSTRUCTION OF NEW WALLS

TO ENCLOSE THE ELECTRICAL ROOM. CONSTRUCT A NEW CONCRETE PAD FOR NEW EQUIPMENT. PROVIDE A PRE-MANUFACTURED

COLD ROOM WITHIN THE EXISTING BARN.

BID OPTION A:

TO INCLUDE: NEW ELECTRICAL GENERATOR.

Attachment 2. Drawings: Jan 2023: Pages 15.

tcrenshaw

TMC 20230110

ANGLE

@ AT

AB ANCHOR BOLT

AC ACOUSTIC

ACC ACCESS

ACT ACOUSTIC CEILING TILE

ACP ACOUSTIC CEILING PANEL

AD AREA DRAIN

ADD ADDITIONAL

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

BB BOND BEAM

BD BOARD

BF BOTH FACES

BFC BELOW FINISH CEILING

BG BUMPER GUARD

BIT BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM/BENCH MARK

BLK BLOCK

BOT BOTTOM

BRG BEARING

BRKR BREAKER

BRK BRICK

BRKT BRACKET

BS BACK SPLASH

BSMT BASEMENT

BTWN BETWEEN

CHANNEL

CAB CABINET

CER CERAMIC

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CG CORNER GUARD

CH COAT HOOK

CIP CAST IN PLACE

CJ CONTROL JOINT/

CONSTRUCTION JOINT

CLG CEILING

CLO CLOSET/CLOSURE

CLR CLEAR

COL COLUMN

COMB COMBINATION

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION/CONNECT

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CPT CARPET

CR COAT RACK/CURTAIN ROD

CSG CASING

CT CERAMIC TILE

CTR CENTER/COUNTER

CTSK COUNTERSUNK

CUH CABINET UNIT HEATER

CW COLD WATER

D DEPTH

DBL DOUBLE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DIV DIVISION

FA FIELD ADJUSTABLE

FV FIELD VERIFY

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FIN FINISH

FIX FIXTURE

FLEX FLEXIBLE

FLR FLOOR

FLRG FLOORING

FP FIREPROOF/FIRE PROTECTION

FR FIRE RETARDANT

FS FULL SIZE/FULL SCALE

FT FEET

FTG FOOTING

FURG FURRING

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GFCI GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GMU GLAZED MASONRY UNIT

GWB GYPSUM WALL BOARD

GYP GYPSUM

H HEIGHT

HDBD HARDBOARD

HDCP HANDICAPPED

HDWD HARDWOOD

HDWE HARDWARE

HK HOOK

HM HOLLOW METAL

HP HIGH POINT

HR HANDRAIL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NONSHRINK

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

SOG SLAB ON GRADE

SPEC SPECIFICATION

SPR SPRINKLER

SQ SQUARE

SR SHOWER ROD

SS STAINLESS STEEL

ST STREET

STD STANDARD

STL STEEL

STO STORAGE

STRU STRUCTURAL/STRUCTURE

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

T & B TOP AND BOTTOM

TB TACKBOARD/TOWEL BAR

TBR TO BE REMOVED

TCP THIN COAT PLASTER

TD TOWEL DISPENSER

TDW TOWEL DISPENSER AND WASTE

TEMP TEMPERATURE/TEMPERED

TER TERRAZZO

TEX TEXTURE

TFC TROWELED FLOOR COVERING

T & G TONGUE AND GROOVE

THK THICK

TOB TOP OF BEAM

TOC TOP OF CURB/TOP OF CONCRETE

TOD TOP OF DECK/TOP OF DUCT ELEVATION

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOP TOP OF PIPE ELEVATION

TOS TOP OF SLAB/TOP OF STEEL

TOW TOP OF WALL

TPG TOPPING

TPH TOILET PAPER HOLDER

TRAN TRANSOM

TRANS TRANSVERSE

TS TUBE STEEL

TWS THREADED WELDED STUD

TYP TYPICAL

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

UR URINAL

ABBREVIATIONS ABOVE ARE FOR

ARCHITECTURAL SHEETS ONLY.

DM DEMOUNTABLE PARTITION

DN DOWN

DO DITTO

DR DOOR

DRWR DRAWER

DS DOWNSPOUT

DWG DRAWING

DWL DOWEL

DWS DEFORMED WELDED STUD

EA EACH

EC ELECTRICAL CONTRACTOR

EF EACH FACE

EH ELECTRICAL HEATER/EXHAUST HOOD

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR/ELEVATION

EMBED EMBEDDED

EMER EMERGENCY

ENT ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ES EMERGENCY SHOWER

ESR ELASTOMERIC SHEET ROOFING

ETR EXISTING TO REMAIN

EVC ELASTIC VINYL COATING

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXC EXCAVATE

EXP EXPANSION

EXPD EXPOSED

EXPF EXPLOSION PROOF

EXT EXTERIOR

HT HEIGHT

HVAC HEATING VENTILATION &

AIR CONDITIONING

HWS HEAD WELDED STUDS

ID INSIDE DIAMETER

IMP INSULATED METAL PANEL

IN INCHES

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

IPW INSULATED PLENUM WALL

IRF INSULATED ROOF FILL

JAN JANITOR

JS JANITOR SINK

JST JOIST

JT JOINT

KD KNOCKED DOWN

KO KNOCK-OUT / KNEE OPENING

L LENGTH

LAB LABORATORY

LAM LAMINATED

LB POUND

LBS POUNDS

LD LINEAR DIFFUSER

LDG LANDING

LF LINEAR FOOT

LG LONG

LGT LIGHT

LKR LOCKER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LP LOW POINT

LSH LONG SLOTTED HOLE

LTG LIGHTING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

MACH MACHINE

MAN MANUAL

MAR MARBLE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBW MASONRY BEARING WALL

MC MECHANICAL CONTRACTOR

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MK MARK

ML METAL LATH

MLDG MOLDING

MO MASONRY OPENING

MP METAL PARTITION

MS MACHINE SCREW

MTD MOUNTED

MTG MOUNTING

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

/OVERFLOW DRAIN

OFF OFFICE

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

PART PARTITION

PC PIECE

PCC PRECAST CONCRETE

PCPL PORTLAND CEMENT PLASTER

PDWR PAPER TOWEL DISPENSER &

WASTE RECEPTACLE

PH PHILLIPS HEAD/PHASE

PL PLASTIC LAMINATE

/PLATE/PROPERTY LINE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PM PROTECTED METAL

PNL PANEL

PNLG PANELING

POL POLISHED

PR PAIR

PRE FAB PREFABRICATED

PRE FIN PRE-FINISHED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT/PAINT

PTM PAINT TO MATCH

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTY QUANTITY

RAD RADIUS

RAH ROOFTOP AIR

HANDLING UNIT

RB RUBBER BASE

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REINF REINFORCING

REL RELOCATE

REM REMAINDER

REQD REQUIRED

RES RESILIENT

RET RETURN

RI ROUGH IN

RM ROOM

RO ROUGH OPENING

RT RUBBER TILE

RUB RUBBER

SAT STANDARD AGGREGATE

TOPPING

SB SOIL BEARING

SC SEAMLESS COATING

SCF SPECIAL CONCRETE FINISH

SCHD SCHEDULE

SD SOAP DISPENSER

SE SHELF EDGE

SECT SECTION

SF SAND FLOAT

SG SUPPLY AIR GRILLE

SGL SINGLE

SH SHELF

SHD SHOWER DOOR

SHT SHEET

SIM SIMILAR

SJ STEEL JOIST

SLV SHORT LEG VERTICAL

SM SMOOTH

SND SANITARY NAPKIN DISPENSER

SNV SANITARY NAPKIN VENDOR

V VINYL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VOL VOLUME

VWC VINYL WALL COVERING

W WIDE FLANGE STEEL BEAM

W/ WITH

WAF WELDED ANGLE FRAME

WC WATER CLOSET

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WG WIRE GLASS

W/O WITHOUT

WP WEATHERPROOF

WPFG WATERPROOFING

WR WASTE RECEPTACLE

WSCT WAINSCOT

WSTP WEATHERSTRIP

WTR WATER

WWF WELDED WIRE FABRIC

ABBREVIATIONS LIST

GENERAL NOTES - ARCHITECTURAL:

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

2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT

BE CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.

3. 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.

4. 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

CONTRACTING OFFICER'S ATTENTION PRIOR TO PROCEEDING WITH THE WORK.

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

6. ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF WORK AGREEMENT.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND

RUBBISH.

8. 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 CONTRACTING OFFICER IN

WRITING OF ANY DIFFERING CONDITIONS BEFORE THE COMMENCEMENT OF WORK.

9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS.

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DIFFERING CONDITIONS

BEFORE THE COMMENCEMENT OF WORK.

10. UNLESS NOTED OTHERWISE, ALL GYPSUM BOARD SURFACES ARE TO RECEIVE ONE PRIMER COAT AND TWO COATS

OF PAINT.

11. DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN 1/8" FROM SIDE TO SIDE OR FROM FRONT TO BACK, FINISHED SURFACE TO FINISHED SURFACE.

12. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE APPLIED.

13. DIMENSIONS SHOWN ARE TO THE FACE OF THE STUD OR CMU (U.N.O.).

14. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT MANUFACTURER'S STANDARDS.

15. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND

REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES

HAVING JURISDICTION.

16. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES.

17. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.

18. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED

AND NOTES ON INDIVIDUAL SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS.

19. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF THE WALL IS TO BE FINISHED OR

FIRE-RATED AS INDICATED.

20. WHEN NON-DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR OPENINGS, THE DOOR WIDTH AND THE

DOOR FRAME DETAILS DETERMINE THE LOCATION OF ADJACENT WALLS AND FRAMES.

21. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE CONTRACTING

OFFICER BEFORE PROCEEDING WITH THE WORK.

22. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL FLOOR AND WALL SLEEVES INCLUDING CONDUITS WITH ALL MECHANICAL, ELECTRICAL PLUMBING AND ARCHITECTURAL DRAWINGS.

23. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED FOR MECHANICAL EQUIPMENT AND PLUMBING WORK. ALL ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS SHALL BE

REVIEWED WITH THE CONTRACTING OFFICER PRIOR TO PROCEEDING.

24. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE RESISTIVENESS, FIRE RATING, AND STRUCTURAL

INTEGRITY OF THE BUILDING.

25. DO NOT CUT INTO, REMOVE OR ALTER ANY STRUCTURAL MEMBER OR PORTION OF THE FLOOR SYSTEM

UNLESS IT IS SPECIFICALLY APPROVED BY CONTRACTING OFFICER.

26. INTERIOR PARTITION MOVEMENT CONTROL:

A. VERTICAL CONTROL JOINTS FOR ANY WALL LENGTH ARE TO OCCUR AT NOT MORE THAN 30'-0" O.C. IN

THE HORIZONTAL DIRECTION, UNLESS NOTED OTHERWISE.

B. PROVISIONS SHALL BE MADE IN THE DESIGN, FABRICATION, AND INSTALLATION OF INTERIOR PARTITIONS

FOR TYPICAL FLOOR DEFLECTIONS OF THE STRUCTURE UNDER SUPERIMPOSED LOADS AS FOLLOWS:

a. TYPICAL ROOF/FLOOR MEMBERS: SPAN/360 BUT NOT LESS THAN 1/2”.

27. THE CONTRACTOR SHALL PLAN HIS/HER 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.

28. THE CONTRACTOR SHALL COORDINATE THE SEQUENCING OF THE WORK TO BE PERFORMED IN OR ABOUT EXISTING FACILITIES, IF APPLICABLE, WITH THE CONTRACTING OFFICER PRIOR TO THE START OF SUCH

WORK.

EARTHWORK

GRAVEL

PLASTER, SAND,

GROUT

CONCRETE

CONCRETE

MASONRY

CLAY

MASONRY

PRECAST

CONCRETE

METAL

PLYWOOD

FINISH

LUMBER

WOOD STUDS,

BLOCKING

STEEL STUDS

GYPSUM

WALLBOARD

ACOUSTICAL

TILE

BATT

INSULATION

RIGID

INSULATION

MATERIALS - SECTION HATCH SYMBOLS

APPLICABLE CODES AND STANDARDS:

ABBREVIATIONS TITLE EDITION

IBC INTERNATIONAL BUILDING CODE 2021

NORTH

1i

ROOM NAME

A

View Name 1/8" = 1'-0"

A-100

NORTH ARROW

SECTION

MARKER

ELEVATION

ROOM TAG

KEY TAG

WALL TYPE

WINDOW TYPE

VIEW NAME, NUMBER

AND SCALE

STAIR TAG

DOOR NUMBER

EXTERIOR

ELEVATION

INTERIOR

ELEVATION

A101

GRID LOCATION

ARCHITECTURAL SYMBOLS:

A101

LOUVER

A

A101

A

A A-101

DETAIL MARK

FIRM

P.A.Johnson M AdamscTHE

ARCHITECTS / ENGINEERS PLANNING SURVEYING MANAGEMENT

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural

Research

Service

SHEET

OF

XXX

01/10/2023

A-E FIRM USDA

AGRICULTURE RESEARCH SERVICE

USDA ARS NEA AAO ACQ/PER PROP

10300 BALTIMORE AVENUE

BLDG 003, RM 223, BARC-WEST

BELTSVILLE, MD 20705

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

TMC

2122-M

V. EDWARDS

T. VIGIL

JGM B. DISALVO

P. BORDELON

TMC

WELLINGTON BARN COLD STORAGE

USDA AGRICULTURAL RESEARCH SERVICE

PLANT GENETICS RESEARCH UNIT

2939 PRE-EMPTION ROAD

GENEVA, NY 14456

A-001

ABBREVIATIONS AND GENERAL NOTES

CUT OPENING IN EXISTING

METAL WALL PANEL FOR

NEW DOOR & FRAME.

MODIFY EXISTING

FRAMING AND PROVIDE

NEW FRAMING AS

REQUIRED.

EXISTING

FORKLIFT

GFGI

TRACTOR STORAGE

STORAGE

EXISTING

COOLER

SEEDS

PROCESSING

CONDITIONED

SPACE

BOILER ROOM

RESTROOM

RESTROOM

CABBAGE

STORAGE

2'

9" 3'

4"

SAWCUT AND REMOVE

PORTITION OF SLAB FOR

NEW PIPE BOLLARDS

+/- 47' - 0"

- 5

8'

GENERAL NOTES - DEMOLITION:

1. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO PERFORMING

WORK OR FABRICATION OR PURCHASE OF EQUIPMENT, MATERIALS, AND ASSEMBLIES,

BRING ANY DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER FOR

FINAL DETERMINATION.

2. CONTRACTOR MUST PROVIDE TEMPORARY STRUCTURAL SUPPORT FOR EXISTING

CONSTRUCTION DURING THE PROJECT (AS REQUIRED).

3. CONTRACTOR TO ENSURE THE MEANS OF EGRESS REMAIN CLEAR OF DEBRIS

THROUGHOUT THE ENTIRETY OF THE PROJECT SCOPE.

4. THE DEMOLITION PLANS APPROXIMATE THE EXTENT OF THE DEMOLITION. CONTRACTOR

IS REQUIRED TO PROVIDE DEMOLITION AND REMOVE ALL MATERIALS AS REQUIRED TO

PROVIDE NEW WORK. ANY DISCREPANCY IS TO BE VERIFIED WITH THE ACTIVITY PRIOR

TO COMMENCEMENT IN WRITING.

5. THE FACILITY WILL REMAIN OPERATIONAL DURING THE WORK HOURS. THE

CONTRACTOR SHALL COORDINATE WORK ACTIVITIES AND UTILITY OUTAGES WITH THE

GOVERNMENT. THE GOVERNMENT WILL MOVE AND STORE ALL STORAGE RACKS AND

PALLETS PRIOR TO CONSTRUCTION. THE GOVERNMENT WILL MOVE ALL OF THE RACKS

AND PALLLETS BACK IN THE SPACE AFTER CONSTRUCTION IS COMPLETE.

FIRM

P.A.Johnson M AdamscTHE

ARCHITECTS / ENGINEERS PLANNING SURVEYING MANAGEMENT

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural

Research

Service

SHEET

OF

XXX

01/10/2023

A-E FIRM USDA

AGRICULTURE RESEARCH SERVICE

USDA ARS NEA AAO ACQ/PER PROP

10300 BALTIMORE AVENUE

BLDG 003, RM 223, BARC-WEST

BELTSVILLE, MD 20705

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

TMC

2122-M

V. EDWARDS

T. VIGIL

JGM B. DISALVO

P. BORDELON

TMC

WELLINGTON BARN COLD STORAGE

USDA AGRICULTURAL RESEARCH SERVICE

PLANT GENETICS RESEARCH UNIT

2939 PRE-EMPTION ROAD

GENEVA, NY 14456

AD101

DEMOLITION PLAN

1/8" = 1'-0"AD101

FLOOR PLAN - DEMOLITION1

PLAN NORTH

SCALE: = 1'-0"

0 8 168

1/8"

KEYED NOTES - DEMOLITION

5 DEMO AND DISPOSE OF WALL, AS REQUIRED FOR INSTALLATION OF THE NEW DOOR AND

FRAME.

EXISTING BUILDING

SHELVING RACKS TO BE REMOVED AND STORED BY GOVERNMENT, TYPICAL IN ROOM 101.

STORAGE PALLETS TO BE REMOVED AND STORED BY GOVERNMENT, TYPICAL IN ROOM 101.

4 PROTECT EXISTING ELECTRICAL PANELS , SEE ELECTRICAL

A L

IG

N

GENERAL NOTES - FLOOR PLAN:

1. REFER TO SHEET A-001 FOR ARCHITECTURAL ABBREVIATIONS AND SYMBOLS.

+/- 47' - 0"

- 5

8'

7' - 7"

C U

-1 G

E N

E R

A T

O R

FORKLIFT

GFGI

A-301

6' - 8"

N E

W E

X

IS

T

IN

G

6"

46' - 0"

6"

NEW EXISTING

BOILER ROOM

RESTROOM

RESTROOM

CONDITIONED

SPACE

SEEDS

PROCESSING

STORAGE

TRACTOR

STORAGE

102 EXISTING

COOLER

COLD ROOM

ELEC

CABBAGE

STORAGE

A

B

D

1 2 3

A-101

3'x7' INSULATED

PERSONAL DOOR

A-401

DOORS ARE

PART OF

THE

PREFAB

COOLER

UNIT

STRUCTURAL SUPPORT BY

COLD ROOM MANUFACTURER.

INTERMEDIATE COLUMNS ARE

NOT ALLOWED WITHOUT THE

WRITTEN APPROVAL OF THE

CONTRACTING OFFICER.

GENERATOR

BID OPTION A

SEE ELEC.

3'

11' - 3"

8" 6'

8"

8"

10"

10"

C

8" 7' - 8" 37' - 0" 8"

44' - 8"

8'

9"

20' - 7"

6'

5"

C U

-2

A-401

A

B

1 2

7' - 7"

NEW 2x6 WOOD STUD WALLS 7/A-401

A

A

3" 8"

ELEC

COLD ROOM

EXISTING

WALLS

4'

5"1'

6" 5'

0"

5' - 5"

CONCRETE PAD

AT NEW DOOR

7' - 3"

4" 8"

6'

8"

8' - 2"

6" 8" 7' - 8"

6'

5"

STRUCTURAL FRAME MUST

BE AT A MINIMUM HSS6x6x1/4

COLUMNS, W12X53 BEAMS,

LATERAL BRACED AS

REQUIRED FOR STABILITY

AND ALLOWABLE

DEFLECTION = L/240 MAX AND

PER VENDOR REQIREMENTS

(FINAL SIZES AS

DETERMINEDBY COLD ROOM

MANUFACTURER).

SCALE: = 1'-0"

0 8 168

1/8"

1/8" = 1'-0"A-101

RETROFIT FLOOR PLAN1

PLAN NORTH

FIRM

P.A.Johnson M AdamscTHE

ARCHITECTS / ENGINEERS PLANNING SURVEYING MANAGEMENT

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural

Research

Service

SHEET

OF

XXX

01/10/2023

A-E FIRM USDA

AGRICULTURE RESEARCH SERVICE

USDA ARS NEA AAO ACQ/PER PROP

10300 BALTIMORE AVENUE

BLDG 003, RM 223, BARC-WEST

BELTSVILLE, MD 20705

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

TMC

2122-M

V. EDWARDS

T. VIGIL

JGM B. DISALVO

P. BORDELON

TMC

WELLINGTON BARN COLD STORAGE

USDA AGRICULTURAL RESEARCH SERVICE

PLANT GENETICS RESEARCH UNIT

2939 PRE-EMPTION ROAD

GENEVA, NY 14456

A-101

FLOOR PLAN

KEYED NOTES - FLOOR PLAN

EXISTING BUILDING

PROVIDE A PRE-MANUFACTURED, COLD STORAGE, ROOM - 46'-0"W x 50'-0"L x 12'-0"H

SHELVING RACK REUSED (GFGI)

STORAGE PALLET REUSED (GFGI)

NOT USED

10'x10' FAST-CLOSE OVERHEAD HIGH SPEED INSULATED DOOR BY COLD ROOM

MANUFACTURER

PIPE BOLLARD

CONCRETE PAD - COORDINATE SIZE WITH EQUIPMENT (MIN. SIZE SHOWN)8

BUILDING AREA RETROFIT

COLD ROOM +/- 2240 SF

TOTAL 2240 SF

NOTE:

THE COLD ROOM MANUFACTURER MUST PROVIDE A COMPLETE SYSTEM

OF INSULATED WALL AND CEILING PANELS, STRUCTURAL MEMBERS TO

SUPPORT THE COLD ROOM SYSTEM INCLUDING ANCHORING TO THE

EXISTING CONCRETE SLAB, INSULATED MAN-DOOR AND HARDWARE,

INSULATED OVERHEAD DOOR AND HARDWARE, REFRIGERATION SYSTEM,

LIGHTING SYSTEM, CONVINCE OUTLETS, LIGHT SWITCHES, AND

MISCELLANEOUS COMPONENTS FOR A COMPLETE AND OPERABLE SYSTEM.

EXISTING CONSTRUCTION, INCLUDING CEILINGS, SHALL BE REMOVED AND

REPLACED LIKE-IN-KIND AS REQUIRED TO PROVIDE THE COLD ROOM WITHIN

THE EXISTING BUILDING. SHOP DRAWINGS MUST BE PROVIDED AND

APPROVED PRIOR TO PURCHASE OF THE COLD ROOM.

1/4" = 1'-0"A-101

ELECTRICAL ROOM - ENLARGED FLOOR PLAN2

NOTE:

THE COLD ROOM AND RELATED PRE-FABRICATED COMPONENTS ARE PROPRIETARY

SYSTEMS AND SHALL BE A DELEGATED ENGINEERING DESIGN. THE MANUFACTURER SHALL

SUBMIT SHOP DRAWINGS THAT ARE SEALED BY A LICENSED ENGINEER, EMPLOYED BY THE

CONTRACTOR/MANUFACTURER, INDICATING THAT THE SUPPLIED COMPONENTS ARE IN

COMPLIANCE WITH THE CONTRACT DOCUMENTS AND THE SPECIFIED CRITERIA. PROVIDE A

COMPLETE DESIGN ANALYSIS SHOWING ALL CALCULATIONS FOR THE SUPPLEMENTAL

FRAMING AND MODIFIED FOUNDATION REQUIREMENTS, LAYOUT OF ANCHOR BOLTS AND

OTHER EMBEDDED ITEMS. DELEGATED DESIGNS MUST COMPLY WITH THE REQUIREMENTS

OF AIA A201-2017 SECTION 3.12.10 AND THE INTERNATIONAL BUILDING CODE. ALL

SUBMITTALS MUST BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO ANY

FABRICATION OR RELATED FIELD CONSTRUCTION.

DETAILS SHOWN ON THESE CONSTRUCTION DRAWINGS ARE THE DESIGNER OF RECORD'S

ESTIMATE OF REQUIREMENTS BASED ON ANTICIPATED SYSTEMS AND

CONFIGURATION. ITEMS SPECIFIED IN THESE CONTRACT DOCUMENTS, SUCH AS THICKNESS

AND GAUGES, SHALL BE INCORPORATED AS THE MINIMUM ALLOWED.

FOUNDATIONS SHALL BE ASSUMED TO HAVE A BEARING CAPACITY OF 1500 PSF UNLESS THE

CONTRACTOR PROVIDES ADDITIONAL TESTING TO VERIFY OTHERWISE.

GENERAL NOTES - SECTIONS:

1. FIELD VERIFY ALL DIMENSIONS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF

THE ARCHITECT/ENGINEER FOR FINAL DETERMINATION.

2. REFER TO SHEET A-001 FOR ARCHITECTURAL ABBREVIATIONS AND SYMBOLS.

LEVEL 01

0' - 0"

CEILING, EXIST

13' - 5"

PREMANUFACTURED

COOD ROOM PANEL

SYSTEM

HVAC - EVAP

SEE MECHANICAL

COLD ROOM

A B D

EXISTING INSULATED

CEILING OF ROOM

SHALL REMAIN

LEVEL 04

12' - 0"

C

COLD ROOM SYSTEM :

ROOF IS 5 1/2" WOOD FRAME HIGH DENSITY URETHANE (R-30)

WALLS ARE 4" WOOD FRAME HIGH DENSITY URETHANE (R-22)

STRUCTURAL FRAME MUST BE

AT A MINIMUM HSS6x6x1/4

COLUMNS, W12X53 BEAMS,

LATERAL BRACED AS

REQUIRED FOR STABILITY AND

ALLOWABLE DEFLECTION =

L/240 MAX AND PER VENDOR

REQIREMENTS (FINAL SIZES

AS DETERMINED BY COLD

ROOM MANUFACTURER).

C L R

SCALE: = 1'-0"

0 4 84

1/4"

KEYED NOTES-BUILDING SECTION

EXISTING METAL ROOF SYSTEM

EXISTING METAL WALL PANELS AND WOOD FRAMED WALLS

NEW COLD ROOM ENCLOSURE, ENCLOSURE - 46'-0"W x 50'-0"L x 12'-0"H

SHELVING RACKS (GFGI)

STORAGE PALLETS (GFGI)

EXISTING BUILDING

EXISTING CONCRETE SLAB

FIRM

P.A.Johnson M AdamscTHE

ARCHITECTS / ENGINEERS PLANNING SURVEYING MANAGEMENT

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural

Research

Service

SHEET

OF

XXX

01/10/2023

A-E FIRM USDA

AGRICULTURE RESEARCH SERVICE

USDA ARS NEA AAO ACQ/PER PROP

10300 BALTIMORE AVENUE

BLDG 003, RM 223, BARC-WEST

BELTSVILLE, MD 20705

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

TMC

2122-M

V. EDWARDS

T. VIGIL

JGM B. DISALVO

P. BORDELON

TMC

WELLINGTON BARN COLD STORAGE

USDA AGRICULTURAL RESEARCH SERVICE

PLANT GENETICS RESEARCH UNIT

2939 PRE-EMPTION ROAD

GENEVA, NY 14456

A-301

BUILDING SECTION

1/4" = 1'-0"A-301

BUILDING SECTION1

S E

E S

C H

E D

2"

2"

SCHED.

SEE 2"

F1

SCHED.

SEE

A

HOLLOW

METAL

S E

E S

C H

E D

ABBREVIATION LEGEND:

PT - PAINT (P-1)

HM - HOLLOW METAL

NOTE:

SEE SPECIFICATIONS FOR HARDWARE AND KEYING WILL FOLLOW PROTOCOL OF EXISTING FUNCTIONALITY.

PAINT LEGEND

FINISH NO. FINISH DESCRIPTION MANUFACTURER MODEL NUMBER STYLE COLOR SIZE REMARKS

P-1 PAINT SHERWIN WILLIAMS LIGHT FRENCH GRAYSW 0055 - EPOXY PAINT

DOOR AS SCHEDULED

AND SPECIFIED

SEALANT CONT. BOTH SIDES

HOLLOW METAL FRAME

AS SCHEDULED

METAL FLASHING

W/ HEMMED EDGES

EXISTING METAL WALL PANEL

7"

EXISTING WOOD

WALL FRAMING

FRAME

ANCHOR

2"

2X6 STUDS

EXISTING INSULATION

2X4 STUDS

JAMB

OUTSIDEINSIDE

HEAD

DOOR AS SCHEDULED

AND SPECIFIED

SEALANT CONT. BOTH

SIDES

HOLLOW METAL FRAME

AS SCHEDULED

METAL FLASHING

W/ HEMMED EDGES

EXISTING METAL WALL PANEL

7"

EXISTING WOOD

STRUCTURE

BEYOND

FRAME ANCHOR

2" 2x8 WOOD

HEADER, SPAN

ACROSS

OPENING TO

EXISTING

STUDS

1/2" PLYWOOD

EXISTING INSULATION

OUTSIDEINSIDE

2X6 WOOD STUD @ 16" O.C.

6" R-19 BATT INSUL.

5/8" TYPE X MOISTURE

RESISTANT

GYP. BD.

SECTION

6" R-19 BATT INSUL.

5/8" TYPE X MOISTURE

RESISTANT GYP. BD.

2X6 WOOD STUD

@ 16" O.C.

PLAN

EXISTING CONC. SLAB.

5/8" TYPE X MOISTURE

RESISTANT

GYP. BD.

5/8" TYPE X MOISTURE RESISTANT GYP. BD.

(2) TOP PLATE

EXISTING CEILING

±1 3'

-5

GENERAL NOTES - PARTITIONS:

1. PROVIDE 5/8" TYPE "X" MOISTURE-RESISTANT GYPSUM BOARD (UNLESS NOTED

OTHERWISE).

2' - 4" x 2' - 4"

2'

0" 2"

4'

0"

MOUND

CONCRETE

TOP OF SLAB AND CONCRETE

FINISH SHALL MATCH EXISTING

SLAB.

#6 x2'-0" REBAR THROUGH

BOLLARD, TYP. OF (2) ORIENT 90

DEGREES TO EACH OTHER WELD

REBAR TO BOLLARD

NEW 8" SCHEDULE 40 STEEL

BOLLARD CONCRETE

FILLED. PAINT SAFETY

YELLOW

WRAP WITH 4" WHITE

ENGINEERING GRADE TAPE

SAW CUT EXISTING SLAB

ALONG STRAIGHT LINES

AND REMOVE

EXISTING CONC. SLAB

EXISTING CONC. SLAB

1/2" EXP. JT. MATERIAL

THRESHOLD SET IN

FULL BED OF SEALANT

CONTINUOUS ALUMINUM

RAIN DRIP AT EXTERIOR

DOOR THRESHOLD -

REFER TO DOOR

HARDWARE SPECS

NEOPRENE DOOR SHOE AT

THRESHOLD - REFER TO

DOOR HARDWARE SPECS

1/2" PAVING JOINT FILLER

DOOR AS SCHEDULED

SLOPE

OUTSIDEINSIDE

SILL

EXISTING CONCTERE SLAB

2" 2"

2" 2"

9"

9"

1' - 0"

1'

0" HSS6x6x1/4"

3/4" A36 PL

5/16"

TYP.

5/8" ⌀ ANCHOR BOLT,

W/ 4" EPOXY EMBED., TYP.

STRUCTURAL

SUPPORT TO BE

DESIGNED AND

SIZED BY THE

COLD ROOM

MANUFACTURER

PRIME AND PAINT ALL

EXPOSED STRUCTURAL STEEL

NOTE: INFORMATION

SHOWN IS MINUMINUM

REQUIREMENT (FINAL SIZE

AS DETERMINED BY COLD

ROOM MANUFACTURER).

FIRM

P.A.Johnson M AdamscTHE

ARCHITECTS / ENGINEERS PLANNING SURVEYING MANAGEMENT

NO. DATE BY DESCRIPTION

REVISIONS

U S D A

PROJECT NO.

DATE

Agricultural

Research

Service

SHEET

OF

XXX

01/10/2023

A-E FIRM USDA

AGRICULTURE RESEARCH SERVICE

USDA ARS NEA AAO ACQ/PER PROP

10300 BALTIMORE AVENUE

BLDG 003, RM 223, BARC-WEST

BELTSVILLE, MD 20705

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

TMC

2122-M

V. EDWARDS

T. VIGIL

JGM B. DISALVO

P. BORDELON

TMC

WELLINGTON BARN COLD STORAGE

USDA AGRICULTURAL RESEARCH SERVICE

PLANT GENETICS RESEARCH UNIT

2939 PRE-EMPTION ROAD

GENEVA, NY 14456

A-401

DETAILS AND SCHEDULES

DOOR AND HARDWARE SCHEDULE

DOOR

NUMBER

DOOR FRAME

FIRE

RATING

STC

RATING HARDWARE COMMENTSTYPE

SIZE

MATERIAL FINISH

UNDER

CUT TYPE MATERIAL FINISH

DETAILS

WIDTH HEIGHT THICK HEAD JAMB SILL

105 A 3' - 0" 7' - 0" 0' - 1 3/4" HM PT F1 HM PT 8/A-401 6/A-401 1/A-401 HW-1 INSULATED, 1

SCALE: = 1'-0"

0 4 84

1/4"

1/4" = 1'-0"A-401

FRAME TYPE5

1/4" = 1'-0"A-401

DOOR TYPES4

DOOR AND HARDWARE SCHEDULE COMMENTS

NO COMMENTS

1. ALL EXTERIOR DOORS AND FRAMES ARE TO BE INSULATED.

ROOM FINISH SCHEDULE

ROOM NO ROOM NAME

WALL FINISH BASE FINISH FLOOR CEILING

NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST MATERIAL FINISH MATERIAL FINISH HEIGHT

105 ELEC P-1 P-1 P-1 P-1 NONE NONE NONE NONE NONE NONE OPEN NONE 13'-5"

3" = 1'-0"A-401

HOLLOW METAL FRAME DETAIL - JAMB6

3" = 1'-0"A-401

HOLLOW METAL FRAME DETAIL - HEAD8

1 1/2" = 1'-0"A-401

PARTITION WALL - TYPE A - WOOD STUD7

SCALE: = 1'-0"1 1/2"

01 1

SCALE: = 1'-0"3"

WALL TYPE SCHEDULE

NUMBER STUD SIZE STUD SPACING

WALL

THICKNESS COMMENTS

A 0' - 5 1/2" 16" 0' - 6 3/4" 5/8" TYPE-X MOISTURE RESISTANT GYPSUM BOARD EACH SIDE, PAINTED FINISH

3/4" = 1'-0"A-401

BOLLARD DETAIL3

SCALE: = 1'-0"3/4"

0 1 2 31

HARDWARE SET

SET NAME STC RATING TYPE (SEE SPECS) COMMENTS

HW-1 - STOREROOM LOCKSET LEVER HANDLE

3" = 1'-0"A-401

HOLLOW METAL FRAME DETAIL - SILL1

1 1/2" = 1'-0"A-401

BASE PLATE DETAIL (TYP. EACH COLUMN)9

GENERAL NOTES

1. THIS PROJECT IS A RENOVATION OF AN EXISTING FACILITY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OR PURCHASE OF EQUIPMENT, MATERIALS, AND ASSEMBLIES.

ANY DEVIATIONS SHALL BE BROUGHT TO THE CONTRACTING OFFICERS ATTENTION FOR RESOLUTION BEFORE

PROCEEDING WITH ANY CONSTRUCTION, FABRICATION, OR EQUIPMENT PURCHASE.

2. ALL WORK SHALL BE PERFORMED SO THAT IT MINIMIZES DISRUPTION OF THE OPERATION OF THE FACILITY.

3. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS

(DO NOT SCALE FOR LOCATIONS). THE CONTRACTOR SHALL PROVIDE A COMPLETE AND FUNCTIONAL REFRIGERATION SYSTE AS INDICATED WITH ALL NECESSARY EQUIPMENT, APPURTENANCES AND CONTROLS AS

INDICATED.

4. REMOVE CONNECTING UTILITIES (WATER, DRAINAGE, POWER, GAS, ETC.) AS INDICATED OR NECESSARY FOR

FUTURE RECONNECTION IF REQUIRED.

5. CONTRACTOR SHALL EMPLOY WORKMEN WHO ARE TRAINED AND EXPERIENCED IN NECESSARY SKILLS TO

PERFORM THE WORK IDENTIFIED HERIN.

6. CONTRACTOR SHALL USE APPROPRIATE TOOLS AND SHALL NOT IMPART EXCESSIVE VIBRATIONS TO THE

EXISTING STRUCTURE OR OTHER BUILDING COMPONENTS.

7. COORDINATE PIPING AND EQUIPMENT INSTALLATION WITH EXISTING STRUCTURAL, ELECTRICAL, PLUMBING, AND COMMUNICATION. MAKE OFFSETS AND TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. CONTRACTOR SHALL PROVIDE COORDINATION DRAWINGS OF TRADES.

8. PRESSURE TEST NEW REFRIGERANT LINES TO A MINIMUM OF 450 PSIG WITH NO LOSS IN PRESSURE FOR A PERIOD OF 24 HOURS. RECORD TEMPERATURE BEFORE AND AFTER TEST; NOTE -0.3 PSI IS ALLOWED FOR EACH DECREASE IN DEGREE °F. PURGE, EVACUATE LINES TO ABSOLUTE PRESSURE OF 300 MICROMETERS FOR ONE HOUR WITHOUT INCREASE IN PRESSURE. CHARGE SYSTEM IN COMPLIANCE WITH REFRIGERATION SYSTEM AND

REFRIGERANT MANUFACTURER CHARGING INSTRUCTIONS.

9. ALL NEW REFRIGERANT PIPING SHALL BE INSULATED COMPLETELY.

10. ALL PIPING PENETRATIONS SHALL BE FULLY SEALED WATERTIGHT.

ACCU

AD

A.F.F.

A.F.G.

AHU

AP

APPROX.

ARCH

BTUH

CD

CL

C.O.

C.V.

CFM

CLG

CONC.

CONT.

CP

CHWR

CHWS

CWP

CWR

CWS

CT

CTE

CU

dB

DIFF.

DN.

DET.

DIA.

DIM.

DWG.

EA.

E/A

EAG

EAT

EF

EWT

ECC

EFF

ELEC.

ELEV.

ET

F

FLR

FDC

F/SD

FPM

FCO

FCU

FT.

FIN.

G

GA.

GAL.

GALV.

AIR COOLED CONDENSING UNIT

ACCESS DOOR

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AIR HANDLING UNIT

ACCESS PANEL

APPROXIMATE

ARCHITECTURAL

BRITISH THERMAL UNIT PER HOUR

CEILING DIFFUSER

CENTER LINE

CLEAN OUT

CHECK VALVE

CUBIC FEET PER MINUTE

CEILING

CONCRETE

CONTINUATION

CONDENSER WATER PUMP

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CHILLED WATER PUMP

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

COOLING TOWER

CONNECT TO EXISTING

CONDENSING UNIT

DECIBELS

DIFFUSER

DOWN

DETAIL

DIAMETER

DIMENSION

DRAWING

EACH

EXHAUST AIR

EXHAUST AIR GRILLE

ENTERING AIR TEMPERATURE

EXHAUST FAN

ENTERING WATER TEMPERATURE

ECCENTRIC

EFFICIENCY

ELECTRICAL

ELEVATION

EXPANSION TANK

FAHRENHEIT

FLOOR

FIRE DEPARTMENT CONNECTION

FIRE/SMOKE DAMPER

FEET PER MINUTE

FLOOR CLEAN OUT

FAN COIL UNIT

FOOT OR FEET

FINISHED

NATURAL GAS PIPING

GAUGE

GALLONS

GALVANIZED

ABBREVIATIONS

COMMON TERMS

GEN.

G.P.H.

G.P.M.

HP

HR.

I.D.

IN,

kW, K.W.

L

LB

LBS

LD

LAT

LWT

MAU

MAX.

MCA

MFR.

MECH.

MIN.

MOCP

NC

NO

NPT

O/A O.D.

PH

PRV

PSI

R/A

RAD

RAR

RED.

REINF.

REQ'D.

RPM

RTU

S/A

SAG

SD

SEN

SF

SQ.

TA

TEMP

TH

TYP.

U.N.P.

UC

UH

VA

VAV

V V.T.R.

W/

WT

GENERAL

GALLONS PER HOUR

GALLONS PER MINUTE

HORSEPOWER

HOUR

INSIDE DIMENSION

INCHES

KILOWATT

LOUVER

POUND

POUNDS

LINEAR DIFFUSER

LEAVING AIR TEMPERATURE

LEAVING WATER TEMPERATURE

MAKEUP AIR UNIT

MAXIMUM

MINIMUM CIRCUIT AMPACITY

MANUFACTURER

MECHANICAL

MINIMUM OR MINUTE

MAXIMUM OVERCURRENT PROTECTION

NORMALLY CLOSED

NORMALLY OPENED

NATIONAL PIPE THREAD

DIAMETER

OUTSIDE AIR

OUTSIDE DIMENSION, OUTSIDE DIAMETER

PHASE

PRESSURE REDUCING VALVE

POUNDS PER SQUARE INCH

RETURN AIR

RADIUS

RETURN AIR REGISTER

REDUCER

REINFORCING

REQUIRED

REVOLUTIONS PER MINUTE

ROOF TOP UNIT

SUPPLY AIR

SUPPLY AIR GRILLE

SMOKE DETECTOR

SENSIBLE

SQUARE FEET

SQUARE

TRANSFER AIR

TEMPERATURE

THERMOMETER

TYPICAL

UNLESS NOTED OTHERWISE

UNIT COOLER

UNIT HEATER

VALVE

VARIABLE AIR VOLUME (BOX)

VOLTS

VENT THRU ROOF

WITH

WEIGHT

COMMON TERMS

FIRM

P.A.Johnson M AdamscTHE

ARCHITECTS / ENGINEERS PLANNING SURVEYING MANAGEMENT

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural

Research

Service

SHEET

OF

XXX

01/10/2023

A-E FIRM USDA

AGRICULTURE RESEARCH SERVICE

USDA ARS NEA AAO ACQ/PER PROP

10300 BALTIMORE AVENUE

BLDG 003, RM 223, BARC-WEST

BELTSVILLE, MD 20705

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

TMC

2122-M

V. EDWARDS

T. VIGIL

JGM B. DISALVO

P. BORDELON

TEL

WELLINGTON BARN COLD STORAGE

USDA AGRICULTURAL RESEARCH SERVICE

PLANT GENETICS RESEARCH UNIT

2939 PRE-EMPTION ROAD

GENEVA, NY 14456

M-001

ABBREVIATIONS AND LEGEND01/10

/202 jditty Toms TN Stamp jditty Toms Signature

A

B

D

1 2 3

C

EVAP-1 EVAP-2

CU-1

H-1

GENERATOR, BID OPTION A

(REFER TO ELECTRICAL

DRAWINGS)

1/2"

3/4"

CU-2

BOILER ROOM

RESTROOM

RESTROOM

CONDITIONED

SPACE

SEEDS

PROCESSING

STORAGE

EXISTING

COOLER

TRACTOR

STORAGE

COLD ROOM

CABBAGE

STORAGE

ELEC

H-2

1/2"

PROVIDE CONCRETE

EQUIPMENT PAD. SEE

DETAIL 4/M-502.

POINT OF CONNECTION

1-1/2" LPG

FIRM

P.A.Johnson M AdamscTHE

ARCHITECTS / ENGINEERS PLANNING SURVEYING MANAGEMENT

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural

Research

Service

SHEET

OF

XXX

01/10/2023

A-E FIRM USDA

AGRICULTURE RESEARCH SERVICE

USDA ARS NEA AAO ACQ/PER PROP

10300 BALTIMORE AVENUE

BLDG 003, RM 223, BARC-WEST

BELTSVILLE, MD 20705

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

TMC

2122-M

V. EDWARDS

T. VIGIL

JGM B. DISALVO

P. BORDELON

TEL

WELLINGTON BARN COLD STORAGE

USDA AGRICULTURAL RESEARCH SERVICE

PLANT GENETICS RESEARCH UNIT

2939 PRE-EMPTION ROAD

GENEVA, NY 14456

M-101

MECHANICAL PLAN

1/8" = 1'-0"M-101

MECHANICAL PLAN1

SCALE: = 1'-0"

0 8 168

1/8"

PLAN NORTH

KEYED NOTES - FLOOR PLAN

COORDINATE LOCATION OF EVAPORATORS WITH STORAGE RACKS. REFER TO

ARCHITECTURAL PLANS.

TIE NEW 1-1/2" LPG PIPING INTO EXISTING LPG PIPING IN BOILER ROOM.

PROVIDE 1/2" WATER LINE WITH SHUTOFF BALL VALVE TO HUMIDIFIER.

PROVIDE 3/4" DRAIN LINES FROM HUMIDIFIER TO OUTDOORS.

PROVIDE 1" CONDENSATE DRAIN LINE FROM EVAPORATORS TO OUTDOORS.

OVERHEAD COLD WATER PIPING FROM EXISTING RESTROOMS TO NEW FREEZE

PROOF WALL HYDRANT AND COOLER HUMIDIFIERS. CONNECT TO WATER

SYSTEM FED FROM EXISTING WATER SOFTENER. (SIZE AS INDICATED). INSTALL

WITHIN HEATED ENVELOPE OF THE BUILDING TO PROTECT FROM FREEZING.

MOUNT HUMIDIFIER ON COOLER ENCLOSURE WALL PER DETAIL 3/M-502.

PROVIDE EQUIPMENT PLATFORM FOR CONDENSING INITS CU-1 AND CU-2. SEE

DETAIL 2/M-502.

1 3

01/10/ jditty Toms TN Stamp

6' - 11 3/32"

2' - 4 3/4"

3'

3/

8"

2'

3/

4" 3'

3/ 8"

3'

5"

REFRIGERANT

CONNECTION END

ELECTRICAL

CONNECTION END

AIR FLOW

DRAIN CONNECTION

ACCEPTS 1/2" HANGER ROD

5' - 11 23/32" 3' - 5 3/8"

3'

/4

13-3/4"

6- 3/

4"

19-3/8"

-3

/4

STEAM HUMIDIFIER

(SDU) SPACE DISTRIBUTION UNIT

1/4

1/4

1/4 3'

CONDENSING UNIT

CONDENSING UNIT

HSS 4x4x1/4"

ELEVATED

STEEL

PLATFORM

HSS 2x2x1/4"

COLUMN, TYP

1-1/2" SCH 40

BRACE, TYP

1/4" THICK BASE PLATE WITH

(2) WEDGE ANCHORS, TYP

WITH MINIMUM 3 1/2" EMBED

HSS 4x4x1/4"

EQUIPMENT PAD PER

DETAIL 4/M-502

2" MIN. 18" MIN. 2" MIN.

CONDENSING UNIT

2" MIN. 2" MIN.

FIRM

P.A.Johnson M AdamscTHE

ARCHITECTS / ENGINEERS PLANNING SURVEYING MANAGEMENT

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural

Research

Service

SHEET

OF

XXX

01/10/2023

A-E FIRM USDA

AGRICULTURE RESEARCH SERVICE

USDA ARS NEA AAO ACQ/PER PROP

10300 BALTIMORE AVENUE

BLDG 003, RM 223, BARC-WEST

BELTSVILLE, MD 20705

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

TMC

2122-M

V. EDWARDS

T. VIGIL

JGM B. DISALVO

P. BORDELON

TEL

WELLINGTON BARN COLD STORAGE

USDA AGRICULTURAL RESEARCH SERVICE

PLANT GENETICS RESEARCH UNIT

2939 PRE-EMPTION ROAD

GENEVA, NY 14456

M-501

MECHANICAL DETAILS

NOT TO SCALEM-501

EVAPORATOR UNIT (EVAP-1 & EVAP-2) DETAIL1

NOT TO SCALEM-501

CONDENSING UNIT (CU-1 & CU-2) DETAIL3

12" = 1'-0"M-501

HUMIDIFIER (H-1 & H-2) DETAIL4

NOT TO SCALEM-501

ELEVATED STRUCTURAL STEEL EQUIPMENT PLATFORM DETAIL2

01/10 /202 jditty Toms TN Stamp

EVAPORATOR UNIT

PER SCHEDULE.

LOCATE PER MFR

RECOMMENDATIONSREFRIGERANT PIPING PER

MFR RECOMMENDATIONS

1" CONDENSATE DRAIN PIPING

SLOPE 1/4" PER FOOT MINIMUM

CLEANOUT

TRAP TO BE LOCATED OUTDOORS

WITHIN 2 FT OF GRADE. HEAT

TRACE AND INSULATE.

SECURE PIPING TO EXTERIOR

WALL. INSULATE AND HEAT TRACE

TO PROTECT FROM FREEZING.

SEAL PENETRATION OF COOLER

ENCLOSURE AIR TIGHT

SEAL EXTERIOR PENETRATIONS

WEATHER TIGHT.

THREADED ROD

AIR FLOW

SUPPORT

HUMIDIFIER PER SCHEDULE

1/2" PAN DRAIN PIPING

3/4" MAIN DRAIN PIPING. SLOPE

1/4" PER FOOT MINIMUM. HEAT

TRACE AND INSULATE.

SPACE DISTRIBUTION UNIT

1/2" WATER SUPPLY

TO HUMIDIFIER

1/2" BALL VALVE

MOUNT UNIT TO COOLER ENCLOSURE

WALL PER MFR INSTRUCTIONS USING

APPROVED BRACKET

SEAL PENETRATION OF COOLER

ENCLOSURE AIR TIGHT

SEAL EXTERIOR PENETRATIONS

WEATHER TIGHT.

1/2" WATER SUPPLY

ROUTE IN HEATED SPACE

CONDENSING UNIT

REFRIGERANT GAUGE

CONNECTION

BACK-SEATED REFRIGERANT VALVE

REFRIGERANT SUCTION LINE

WITH INSULATION

REFRIGERANT LIQUID LINE

CONDUIT - POWER AND CONTROL

FILTER - DRYER

SIGHT GLASS WITH

MOISTURE INDICATOR

ELEVATED STRUCTURAL

STEEL EQUIPMENT PLATFORM.

SEE DETAIL 2/M-501

FAN GUARD

4"

REFER TO ARCHITECTURAL PLANS

M

IN

IM

U

M

M

IN

IM

U

M

GRADE

CHAMFER ALL EDGES

BROOM FINISH

ATTACH EQUIPMENT TO PAD PER MFR INSTRUCTIONS.

PAD TO PROJECT A MINIMUM OF 6" BEYOND EQUIPMENT.

NO. 4 RE-BAR

CONTINUOUS

NO. 3 RE-BAR 16" O.C.

EACH WAY

4" CRUSHED

STONE BASE

M

IN

IM

U

M T

H

IC

K N

E S

S

SAWCUT OR SCORE CRACK CONTROL JOINTS EVERY 10'.

12" MINIMUM

FIRM

P.A.Johnson M AdamscTHE

ARCHITECTS / ENGINEERS PLANNING SURVEYING MANAGEMENT

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural

Research

Service

SHEET

OF

XXX

01/10/2023

A-E FIRM USDA

AGRICULTURE RESEARCH SERVICE

USDA ARS NEA AAO ACQ/PER PROP

10300 BALTIMORE AVENUE

BLDG 003, RM 223, BARC-WEST

BELTSVILLE, MD 20705

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

TMC

2122-M

V. EDWARDS

T. VIGIL

JGM B. DISALVO

P. BORDELON

TEL

WELLINGTON BARN COLD STORAGE

USDA AGRICULTURAL RESEARCH SERVICE

PLANT GENETICS RESEARCH UNIT

2939 PRE-EMPTION ROAD

GENEVA, NY 14456

M-502

MECHANICAL DETAILS

NOT TO SCALEM-502

EVAPORATOR INSTALLATION DETAIL1

NOT TO SCALEM-502

HUMIDIFIER INSTALLATION DETAIL3

NOT TO SCALEM-502

CONDENSING UNIT INSTALLATION DETAIL2

NOT TO SCALEM-502

CONCRETE EQUIPMENT PAD DETAIL4

01/10/ jditty Toms TN Stamp

FIRM

P.A.Johnson M AdamscTHE

ARCHITECTS / ENGINEERS PLANNING SURVEYING MANAGEMENT

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural

Research

Service

SHEET

OF

XXX

01/10/2023

A-E FIRM USDA

AGRICULTURE RESEARCH SERVICE

USDA ARS NEA AAO ACQ/PER PROP

10300 BALTIMORE AVENUE

BLDG 003, RM 223, BARC-WEST

BELTSVILLE, MD 20705

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

TMC

2122-M

V. EDWARDS

T. VIGIL

JGM B. DISALVO

P. BORDELON

TEL

WELLINGTON BARN COLD STORAGE

USDA AGRICULTURAL RESEARCH SERVICE

PLANT GENETICS RESEARCH UNIT

2939 PRE-EMPTION ROAD

GENEVA, NY 14456

M-601

MECHANICAL SCHEDULES

CU-2 EMERSON XFAM-060D-TFC-081 51,750 R449A 208-230/3/60 1 6 22.5 156 2 1/3 2.7 30.2 50 1045 ALL

CU-1 EMERSON XFAM-060Z-TFC-081 51,750 R449A 208-230/3/60 1 6 23.9 156 2 1/3 2.7 31.9 50 1045 ALL

QTY

POWER

(HP)

RLA

(AMPS)

LRA

(AMPS)

QTY

POWER

(HP)

FLA

(AMPS)

MCA

(AMPS)

MOCP

(AMPS)

MANUFACTURER MODEL NO.

COOLING

CAPACITY

(BTUH)

REFRIGERANT

VOLTS/

PHASE/

HERTZ

COMPRESSOR DATA FAN DATA UNIT

MARK

BASIS OF DESIGN REFRIGERATION DATA ELECTRICAL DATA

UNIT

WT

(LBS)

REMARKS

COOLER CONDENSING UNIT SCHEDULE

EVAP-2 LARKIN LEM0575BS8AMB 6,650 45 2 18 625 51,750 R448A/R449A 208-230/1/60 566 ALL

EVAP-1 LARKIN LEM0575BS8AMB 6,650 45 2 18 625 51,750 R448A/R449A 208-230/1/60 566 ALL

MANUFACTURER MODEL NO.

AIRFLOW

(CFM)

THROW

(FT.)

SPEEDS

FAN

DIA

(IN.)

FAN

POWER

(WATTS)

MARK

BASIS OF DESIGN AIRFLOW DATA

COOLING

CAPACITY

(BTUH)

REFRIGERANT

VOLTS/

PHASE/

HERTZ

UNIT

WT

(LBS)

REMARKS

COOLER EVAPORATOR SCHEDULE

NOTES:

1. HANG UNITS FROM COOLER ENCLOSURE PER MANUFACTURER'S RECOMMENDATIONS WITH PROPER UNIT CLEARANCES.

2. SIZE AND INSTALL REFRIGERANT TUBING ACCORDING TO ALL MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL

NECESSARY TUBING, FITTINGS AND REFRIGERATION SPECIALTY ITEMS.

3. PROVIDE 1" CONDENSATE DRAIN TO EXTERIOR OF BUILDING.

NOTES:

1. CU-2 SHALL BE EQUIPPED WITH A DIGITAL SCROLL COMPRESSOR WITH CAPABILITY TO MODULATE DOWN TO 10% OF RATED

CAPACITY.

2. SIZE AND INSTALL REFRIGERANT TUBING ACCORDING TO ALL MANUFACTURER'S RECOMMENDATIONS.

3. PROVIDE ALL NECESSARY TUBING, FITTINGS AND REFRIGERATION SPECIALTY ITEMS.

4. PROVIDE FACTORY INSTALLED LOW AMBIENT OPERATION.

5. PROVIDE INSULATED AND HEATED RECIEVER.

H-2 NEPTRONIC SKE4-N06 18 208-230/1/60 16.5 115 ALL

H-1 NEPTRONIC SKE4-N06 18 208-230/1/60 16.5 115 ALL

MANUFACTURER MODEL NO.

VOLTS/

PHASE/

HERTZ

MOCP

(AMPS)

MARK

BASIS OF DESIGN

STEAM

OUTPUT

(LB/HR)

ELECTRICAL DATA

UNIT

WT

(LBS)

REMARKS

HUMIDIFIER SCHEDULE

NOTES:

1. RESISTIVE TYPE HEATING ELEMENT.

2. STAINLESS STEEL EVAPORATION CHAMBER.

3. PROVIDE SPACE DISTRIBUTION UNIT EQUAL TO NEPTRONIC SDU4-1. MOUNT ON UNIT PER MANUFACTURER'S SPECIFICATIONS.

01/10/20 jditty Toms TN Stamp

NO. DATE BY DESCRIPTION

REVISIONS

PROJECT NO.

DATE

USDA AGRICULTURAL RESEARCH SERVICE

PLANT GENETICS RESEARCH UNIT

SHEET

OF

XXX

01/10/2023

A-E FIRM USDA

WELLINGTON BARN COLD STORAGE

AGRICULTURE RESEARCH SERVICE

USDA ARS NEA AAO ACQ/PER PROP

10300 BALTIMORE AVENUE

BLDG 003, RM 223, BARC-WEST

BELTSVILLE, MD 20705

PROJECT MANAGEREPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

TMC

2122-M

V. EDWARDS

T. VIGIL

JGM B. DISALVO

P. BORDELON

BSN

FIRM

P.A.Johnson M AdamscTHE

ARCHITECTS / ENGINEERS PLANNING SURVEYING MANAGEMENT

Agricultural Research Service

U S D A

2939 PRE-EMPTION ROAD

GENEVA, NY 14456

ELECTRICAL LEGEND

E-001

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 CONTRACTOR IN WRITING OF ANY DIFFERING CONDITIONS BEFORE

COMMENCEMENT OF WORK.

6. THE CONTRACTOR SHALL PLAN HIS/HER 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 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. MULTTIPLE 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. PROVIDE SAFETY DISCONNECTS FOR ALL MECHANICAL EQUIPMENT.

12. 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.

13. REFER TO ONE-LINE DIAGRAMS, SCHEDULES, AND RISER DIAGRAMS FOR CONDUCTOR AND

CONDUIT SIZES NOT SHOWN ON PLANS.

14. 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.

15. COORDINATE WALL, FLOOR AND ROOF PENETRATIONS WITH THE CONTRACTOR.

16. SUPPLEMENTAL STEEL MEMBERS REQUIRED TO SUPPORT ELECTRICAL EQUIPMENT FROM

MAIN STRUCTURE SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR UNLESS

SPECIFICALLY NOTED OTHERWISE.

17. 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.

18. MANUFACTURER NAME AND MODEL NUMBERS ARE BASIS OF DESIGN AND ARE SHOWN

FOR INFORMATION ONLY. REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS.

19. 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.

20. 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

21. PROVIDE GFCI PROTECTION AND FOR ALL NON-LIGHTING RECEPTACLES.

22. PROVIDE WEATHERPROOF IN USE COVERS FOR ALL RECEPTACLES.

23. PROVIDE WEATHERPROOF COVERS FOR ALL SWITCHES.

GENERAL PROJECT NOTES:ABBREVIATIONS:

DSHP

DSS

DWBP

DX

EC

EF

ELEC

EMH

EMT

E or EMER

EPA

EQUIP

ERV

ERU

EXIST or EX

A OR AMP AMPERE(S)

ACC

AC

AC

AF

AFF

AFG

AHU

AIC

AL

AM

ASYM

AT

ATS

AUTO

AWG

B

BC

BCW

BFF

BFG

BLDG

C

CAT

CB

CCT

CCTV

CFCI

CH

CHWCP

CHWP

CHWSP

CKT

CMH

CP

CPT

CRAC

CRI

CT

CT

CU

CWP

D

DC

DF

DH or DUH

DHWCP

DISC

DOAS

DPST

DPDT

DSCU

AIR COOLED CHILLER

ALTERNATING CURRENT

AIR CONDITIONING UNIT

CURTAIN

AMP FRAME

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AIR HANDLING UNIT

AMPERE INTERRUPTING

CAPACITY

ALUMINUM

AMMETER

ASYMMETRICAL

AMP TRIP

AUTOMATIC TRANSFER

SWITCH

AUTOMATIC

AMERICAN WIRE GAUGE

BOILER

BRANCH CONTROLLER

BARE COPPER WIRE

BELOW FINISHED FLOOR

BELOW FINISHED GRADE

BUILDING

CONDUIT

CATEGORY

CIRCUIT BREAKER

CORRELATED COLOR

TEMPERATURE

CLOSED CIRCUIT

TELEVISION

CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CHILLER

CHILLED WATER

CIRCULATING PUMP IN A

PRIMARY-SECONDARY

SYSTEM

CHILLED WATER PUMP

CHILLED WATER SUPPLY

PUMP IN A PRIMARY-

SECONDARY SYSTEM

CIRCUIT

COMMUNICATIONS

MANHOLE

CONDENSATE PUMP

CONTROL POWER

TRANSFORMER

COMPUTER ROOM AC UNIT

COLOR RENDERING INDEX

CURRENT TRANSFORMER

COOLING TOWER

COPPER OR CONDENSING

UNIT

CONDENSER WATER PUMP

DEPTH

DIRECT CURRENT

DESTRATIFICATION FAN

DUCT HEATERS

DOMESTIC HOT WATER

CIRCULATING PUMP

DISCONNECT SWITCH

DEDICATED OUTSIDE AIR

SYSTEM (UNIT)

DOUBLE POLE SINGLE

THROW

DOUBLE POLE DOUBLE

THROW

DUCTLESS SPLIT

CONDENSING UNIT

(POWERS THE DSS INDOOR

UNIT)

DUCTLESS SPLIT HEAT

PUMP (POWERS THE DSS

INDOOR UNIT)

DUCTLESS SPLIT SYSTEM

(INDOOR UNIT)

DOMESTIC WATER

BOOSTER PUMP

DIRECT EXPANSION (DX)

COOLING COIL

EMPTY CONDUIT

EXHAUST FAN

ELECTRICAL

ELECTRICAL MANHOLE

ELECTRICAL METALLIC

TUBING

EMERGENCY

EFFECTIVE PROJECTED

AREA

EQUIPMENT

ENERGY RECOVERY

VENTILATOR

ENERGY RECOVERY UNIT

EXISTING

NFPA

NC

NESC

NL

NO

NTS

P

PA

HWP

HWRP

HWSP

HWUH

HZ

IDS

IMC

IRH

J OR JB

K

KAIC

KEF

KH

KV

KVA

KW

KWHR

L

LA

LAN

LAV

LM

LTG

MAU

MAX

MCA

MCB or MB

MCC

MGB

MH

MIN

MLO

MOD

MT or MTD

MRS

N

NEC

NEMA

HT

HVU

HWCP

GUH

GWH

H or HT

HAC

HOA

HP

HP

EUH

EXP

EWC

EWH

F

FACP

FCU

FLEX

FWE

G OR GND

GFGI

GFCI

GRS

ELECTRIC UNIT HEATER

EXPLOSION PROOF

ELECTRIC WATER COOLER

ELECTRIC WATER HEATER

FUSE

FIRE ALARM CONTROL

PANEL

FAN COIL UNIT

FLEXIBLE

FURNISHED WITH

EQUIPMENT

GROUND

GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GROUND FAULT

INTERRUPTER

GALVANIZED RIGID STEEL

CONDUIT

GAS UNIT HEATER

GAS WATER HEATER

HEIGHT

HEATED AIR CURTAIN

HAND-OFF AUTOMATIC

HORSE POWER

HEAT PUMP (OUTDOOR

PORTION OF SPLIT SYSTEM

HEAT PUMP, USE CU FOR

STANDARD DX OUTDOOR

UNIT)

HEAT TRACKING

HEATING/VENTILATING UNIT

HEATING WATER

CIRCULATING PUMP IN A

PRIMARY-SECONDARY

SYSTEM

HEATING WATER SUPPLY IN

A PRIMARY-ONLY SYSTEM

HOT WATER

RECIRCULATION PUMP

HEATING WATER SUPPLY

PUMP IN A PRIMARY-

SECONDARY SYSTEM

HOT WATER UNIT HEATER

HERTZ

INTRUSION DETECTION

SYSTEM

INTERMEDIATE METAL

CONDUIT

INFRARED HEATER

JUNCTION BOX

KILO

THOUSAND AMPERE

INTERRUPTING CAPACITY

KCM OR KCMIL THOUSAND OF CIRCULAR

MILS

KITCHEN EXHAUST FAN

KITCHEN HOOD

KILOVOLT

KILOVOLT-AMPERES

KILOWATT

KILOWATT-HOUR

LENGTH

LIGHTNING ARRESTOR

LOCAL AREA NETWORK

LAVATORY

LOCKHEED MARTIN

LIGHTING

MAKE-UP AIR UNIT

MAXIMUM

MINIMUM CIRCUIT AMPACITY

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MAIN GROUND BAR

MANHOLE or MOUNTING

HEIGHT

MINIMUM

MAIN LUGS ONLY

MOTOR OPERATED DAMPER

MOUNT or MOUNTED

MOTOR RATED SWITCH

NEUTRAL

NATIONAL ELECTRICAL

CODE

NATIONAL ELECTRICAL

MANUFACTURER'S

ASSOCIATION

NATIONAL FIRE

PROTECTION ASSOCIATION

NORMALLY CLOSED

NATIONAL ELECTRICAL

SAFETY CODE

NIGHT LIGHT

NORMALLY OPEN

NOT TO SCALE

POLE(S) or PUMP

PUBLIC ADDRESS

SPEC

SPST

SWBD

SWGR

TMGB

TOL

TP

TYP

U

UH

UG

UIO

UL

UTP

V

VA

VAV

VEF

VM

VRF

W

WC

WEF

WH

WHDM

WSHP

WP

XFMR

Z

PDU

PF

PH

PIU

PMT

PNL

PTAC

PVC

POWER DISTRIBUTION UNIT

POWER FACTOR

PHASE

VAV TERMINAL UNIT WITH

PARALLEL OR SERIES FAN

(PRIMARY INDUCTION UNIT)

PAD MOUNTED

TRANSFORMER

PANEL OR PANELBOARD

PACKAGED THRU-WALL AIR

CONDITIONER

POLYVINYL CHLORIDE

RECEPT or RECP RECEPTACLE

RF

RH

RETURN FAN

RADIANT HEATERS

(ELECTRIC)

RMC

RMS

RTU

RVNR

SA

SCCR

SD

SF

S/N

SP

SPD

SPDT

RIGID METAL CONDUIT

ROOT MEAN SQUARE

ROOF TOP UNIT

REDUCED VOLTAGE NON-

REVERSING

SURGE ARRESTOR

SHORT CIRCUIT CURRENT

RATING

SMOKE DAMPER

SUPPLY FAN

SOLID NEUTRAL

SUMP PUMP

SURGE PROTECTIVE DEVICE

SINGLE POLE DOUBLE

THROW

SPECIFICATIONS

SINGLE POLE SINGLE

THROW

SWITCHBOARD

SWITCHGEAR

TELECOMMUNICATIONS

MAIN GROUNDING BUSBAR

THERMAL OVERLOAD

TWISTED PAIR

TYPICAL

URINAL

UNIT HEATER

UNDERGROUND

UNLESS INDICATED

OTHERWISE

UNDERWRITERS

LABORATORY

UNSHIELDED TWISTED PAIR

VOLTS

VOLT AMPERES

VAV TERMINAL UNIT

VEHICLE EXHAUST FAN

VOLTMETER

VARIABLE REFRIGERANT

FLOW SYSTEM

WATTS or WIRE or WIDTH

WATER CLOSET

WELDING EXHAUST FAN

WATER HEATER

WATTHOUR DEMAND METER

WATER SOURCE HEAT

PUMP

WEATHERPROOF

TRANSFORMER

IMPEDANCE

NOTE: ABBREVIATIONS ABOVE

ARE FOR ELECTRICAL SHEETS

ONLY. NOT ALL ABBREVIATIONS

SHOWN WILL BE USED ON THIS

PROJECT.

MDP MAIN DISTRIBUTION PANEL

xx

PANELBOARD.

NAME OF PANELBOARD

GEAR

LA-1

LA-1 HOMERUN TO PANELBOARD. ARC DENOTES CONCEALED

CIRCUITRY. TEXT DENOTES PANELBOARD NAME WITH

CIRCUIT NUMBER. DEVICES HAVING CIRCUIT NUMBERS

LOCATED BESIDE THEM MAY NOT SHOW THE CIRCUIT

NUMBERS AT THE HOMERUN ARROWS.

PARTIAL HOMERUN TO PANELBOARD. COMBINE ALL

PARTIAL HOMERUNS THAT ARE ON THE SAME CIRCUIT IN

A JUNCTION BOX PRIOR TO ENTERING THE PANELBOARD.

10 THE TEXT INSIDE THE ARC INDICATES THE AWG SIZE OF

THE CONDUCTORS THAT SHALL BE RUN IN THE CONDUIT.

THE ABSENCE OF TEXT SIGNIFIES THAT THE

CONDUCTORS SHOULD BE #12 AWG.

CONDUIT AND WIRING

CONDUCTORS IN CONDUIT SURFACE MOUNTED TO WALL OR

CEILING. LONG TIC MARKS INDICATE NUMBER OF

CONDUCTORS. THE EQUIPMENT GROUNDING CONDUCTOR

IS SHOWN AS A SHORT TIC MARK. SIZE THE

EQUIPMENT GROUNDING CONDUCTOR AND THE CONDUIT

PER THE NEC. THE ABSENCE OF TIC MARKS SIGNIFIES

THAT TWO CONDUCTORS PLUS AN EQUIPMENT GROUNDING

CONDUCTOR SHOULD BE PROVIDED. FOR EXAMPLE, THE

MARKINGS TO THE LEFT SIGNIFY THAT THREE

CONDUCTORS PLUS AN EQUIPMENT GROUNDING

CONDUCTOR SHOULD BE PROVIDED.

UNDERGROUND DUCT. DASHED LINE INDICATES CONDUIT IS

TO BE TRENCHED AND BURIED. REFER TO ?/E-??? FOR

DETAIL.

ELECTRICAL LEGEND:

DUPLEX NEMA 5-20R. GFCI. PROVIDE WITH WEATHERPROOF IN USE COVER.

NE

W

EX

IS

TI

NG

NEW EXISTING

BOILER ROOM

RESTROOM

RESTROOM

CONDITIONED

SPACE

SEEDS

PROCESSING

STORAGE

TRACTOR

STORAGE

102 EXISTING

COOLER

COLD ROOM

ELEC

CABBAGE

STORAGE

EVAP-1 EVAP-2

H-1

H-2

C U

-1 G

EN

ER

AT

O

R C

U -2

SCALE: = 1'-0"

0 8 168

1/8"

PLAN NORTH

EXISTING

VENTILATION

CONTROLS

EXISTING PANEL "EP-2"

EXISTING 200A DISCONNECT

EXISTING IRRIGATION CONTROLS

EXISTING PANEL "EP1"

EXISTING PANEL "MDP"

EXISTING METER BASE

EXISTING WATER HEATER

EXISTING BOILER7

NEW TRANSFER SWITCH "ATS"

NEW PANEL "EP-4"

KEYED NOTES - ELECTRICAL PLAN

EXISTING EQUIPMENT. PROTECT AND PRESERVE.

BID OPTION A: NEW GENERATOR.

PROVIDE NEW GROUNDING AT GENERATOR.

BID OPTION A: 300A NEMA 3R 120/208V 4-POLE AUTOMATIC TRANSFER SWITCH

300A NEMA 1 120/208V 3-PHASE PANEL.

NEW CONDENSER UNIT. PROVIDE FEEDER CONSISTING OF THREE #6 AWG

CONDUCTORS AND #10 GROUND IN 1-IN RMC. PROVIDE A 90A CIRCUIT BREAKER

FROM PANEL EM. FEED CONDENSER FROM NEW CIRCUIT BREAKER. TYPICAL OF

TWO UNITS.

NEW EVAPORATOR UNITS. PROVIDE 15A FEEDER FOR FAN CIRCUIT FROM PANEL

EP-4 CONSISTING OF TWO #12 AWG CONDCUTORS AND #12 GROUND IN 0.75-IN

RMC. TYPICAL OF TWO UNITS.

EXISTING MECHANICAL EQUIPMENT. PROVIDE DEDICATED 20A 120V CIRCUIT AND

NEMA 5-20R RECEPTACLE FROM NEW PANEL EM CONSISTING OF TWO #6 AWG

CONDUCTORS AND #6 AWG GROUND IN 1-IN RMC WHERE EXPOSED AND EMT

WHERE CONCEALED IN ATTIC. ROUTE THROUGH ATTIC SPACE. PIGTAIL TO #12

AWG AT NEW SURFACE MOUNTED JUNCTION BOX ABOVE RECEPTACLE.

PROVIDE 15A 208V 1-PHASE 3-WIRE CIRCUIT TO POWERED DOOR FROM PANEL EP-2

CONSISTING OF THREE #12 AWG CONDUCTORS AND #12 GROUND IN 0.75-IN EMT.

SCALE:

ELECTRICAL PLAN

1/8" = 1'-0"

E-100

NEW CONDENSERS

NEW

GENERATOR

"GEN"

9 NEW HUMIDIFICATION UNITS. PROVIDE CIRCUITS FROM PANEL EM CONSISTING OF

THREE #10 THWN, #10G IN 0.75-IN RMC. TYPICAL OF TWO UNITS.

NO. DATE BY DESCRIPTION

REVISIONS

PROJECT NO.

DATE

USDA AGRICULTURAL RESEARCH SERVICE

PLANT GENETICS…