Attachment 2 12805B24R0023 Drawings.pdf

DRAWING

NUMBER SHEET TITLE

GENERAL DRAWINGS

G-001 COVER SHEET

ARCHITECTURAL

A-002 SITE PLAN

A-100 FLOOR PLAN

A-102 ROOF PLAN

A-001 ARCHITECTURAL GENERAL NOTES

A-200 ELEVATIONS8

A-300 BUILDING SECTION

A-101 CONCRETE PAD DETAILS

A-103 BID OPTION 001 - WALL PANELS

E-001 ELECTRICAL GENERAL NOTES10

E-101 LIGHTING PLAN11

E-102 ROOF PLAN12

E-200 ELEVATIONS13

E-600 SCHEDULES14

ELECTRICAL

PPM

REVISIONS

DESCRIPTION

SHEET

DATEP.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

USDA AGRICULTURAL RESEARCH CENTER

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson McAdams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

Z:

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pm

Agricultural

Service Research

USDA CFTRL

MOORE FIELD

EDINBURG, TEXAS

HAY BARN DESIGN

COVER SHEET

G-001 1 142/29/24

JGM

MRM

JGM 2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO 80526

6023-M

D. DE LA PAZ

B. DEAN

D. CORDRAY

W. ROSS

U.S. DEPARTMENT OF AGRICULTURE

AGRICULTURAL RESEARCH SERVICE

HAY BARN DESIGN

USDA CFTRL

MOORE FIELD

22675 N MOOREFIELD RD

EDINBURG, TEXAS 78541

LOCATION MAPVICINITY MAP NO SCALE NO SCALE

BASE BID: PROVIDE HAY BARN COMPLETE AND OPERABLE LESS THE END WALL

(BID OPTION 001) AND LESS SOLAR LIGHTING (BID OPTION 002).

BID OPTION 001: PROVIDE “END WALL” FOR ONE END OF HAY BARN TO PROTECT

HAY FROM WIND-DRIVEN RAINS. WALL SHALL BE COMPLETE AND AS INDICATED

ON THE DRAWINGS.

BID OPTION 002: PROVIDE “SOLAR LIGHTING” FOR THE FACILITY INCLUDING

EXTERIOR LIGHTING AT THE OPEN END OF THE HAY BARN AND INTERIOR

LIGHTING WITHIN EACH OF THE TWO SHIPPING CONTAINERS. THE LIGHTING

SYSTEM SHALL INCLUDE SOLAR PANELS AND BATTERY STORAGE AS INDICATED.

THE EXTERIOR AREA LIGHTING SHALL INCLUDE PHOTOCELL FOR EVENING HOURS

ACTIVATION. EACH SHIPPING CONTAINER SHALL BE EQUIPPED WITH AN EXTERIOR

MOUNTED, WEATHER-PROOF WALL SWITCH TO TURN OFF AND ON ALL LIGHT FIXTURES

WITHIN ITS INTERIOR SPACE.

MOORE AIR FIELD

EDINBURG

EL PASO

SAN ANTONIO

LAREDO

CORPUS CHRISTI

GALVESTON

ORANGE

HOUSTON

AUSTIN

DALLASFT WORTH

LUBBOCK

WICHITA FALLS

AMARILLO

DRAWING INDEX

BID OPTIONS:

SITE

MOORE

FIELD

AIRPORT

N.

M

OO

RE

F

IE

LD

R

D.

TX

PROJECT LOCATION

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1 3573

A-E CONTRACT NO. 12805B23D0001

A-E TASK ORDER NO. 12805B23F0242

GENERAL NOTES - ARCHITECTURAL:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

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

DOCUMENTS.

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.

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.

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.

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

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

WORK AGREEMENT.

THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL

DISPOSAL OF MATERIALS AND RUBBISH.

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 COMMENCEMENT OF WORK.

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 COMMENCEMENT OF WORK.

11.

12.

13.

14.

PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT

MANUFACTURER'S STANDARDS.

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.

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

CORROSION.

DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC

DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE

CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK.

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.

PLAN NORTH

A101

1i

Room name

A

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

R101

A

NORTH

ARROW

SECTION

MARKER

ELEVATION

ROOM TAG

KEY TAG

WALL

TYPE

WINDOW

TYPE

VIEW NAME, NUMBER

AND SCALE

STAIR TAG

DOOR

NUMBER

A101

R ef

R ef

Ref

Ref

EXTERIOR

ELEVATION

INTERIOR

ELEVATION

A101

Ref View Name

R ef Vi ew

N am e

1 Ref View Name

0 GRID

LOCATION

ARCHITECTURAL SYMBOLS:

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,

CONTRATOR 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

P.T. PRESSURE TREATED

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

APPLICABLE CODES AND STANDARDS:

ABBREVIATIONS TITLE EDITION

IBC INTERNATIONAL BUILDING CODE 2021

NFPA 101 LSC LIFE SAFETY CODE 2021

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 - HATCH SYMBOLS

PPM

REVISIONS

DESCRIPTION

SHEET

DATEP.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

USDA AGRICULTURAL RESEARCH CENTER

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson McAdams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

Z:

\20

Jo bs \60

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A Ha y B ar n D es ign

Mo or e F iel d E din bu rg

T X\

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0.d wg F eb

, 2

4 - 2:

pm

Agricultural

Service Research

USDA CFTRL

MOORE FIELD

EDINBURG, TEXAS

HAY BARN DESIGN

ARCHITECTURAL GENERAL NOTES

A-001 2 142/29/24

JGM

MRM

JGM 2150 CENTRE AVENUE

B. DEAN

D. CORDRAY

W. ROSS

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Y G. MARTIN

1 3573

X

X

X

X X

X

X

X

X

X

PPM

REVISIONS

DESCRIPTION

SHEET

DATEP.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

USDA AGRICULTURAL RESEARCH CENTER

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson McAdams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

Z:

\20

Jo bs \60

-M

U

SD

A Ha y B ar n D es ign

Mo or e F iel d E din bu rg

T X\

W or kin g F old er \F ina l\A rch \A

0.d wg F eb

, 2

4 - 2:

pm

Agricultural

Service Research

USDA CFTRL

MOORE FIELD

EDINBURG, TEXAS

HAY BARN DESIGN

SITE PLAN

A-002 3 142/29/24

JGM

MRM

JGM 2150 CENTRE AVENUE

B. DEAN

D. CORDRAY

W. ROSS

KEYED NOTES

1 SHIPPING CONTAINER (SEE A-100)

A. NO EXISTING UTILITIES ARE ANTICIPATED TO BE FOUND IN THE WORK AREA. CONTRACTOR IS RESPONSIBLE FOR PROVIDING UTILITY LOCATE SERVICES TO ENSURE THAT NO UTILITIES WILL BE AFFECTED BY THE WORK. IF UTILITIES ARE FOUND THAT WILL OR COULD BE AFFECTED BY

THE WORK, CONTACT THE CONTRACTING OFFICER IN WRITING BEFORE PROCEEDING WITH

WORK.

B. THE WORK IS LOCATED AT AN ACTIVE AIRFIELD (RUNWAY, TAXIWAY AND AIRCRAFT

FACILITIES). THE CONTRACTOR SHALL COORDINATE ALL WORK ACTIVITIES WITH THE

CONTRACTING OFFICER AND SHALL ABIDE BY ALL GOVERNING AND FEDERAL AVIATION

ADMINISTRATION (FAA) REGULATIONS.

C. AS THE OPERATOR, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND COMPLY

WITH ALL PROVISIONS OF THE STATE OF TEXAS STORM WATER CONSTRUCTION GENERAL

PERMIT AND ALL LOCAL GROUND DISTURBANCE PERMITTING REQUIREMENTS.

D. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF

EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES, PRIOR TO, OR CONCURRENT

WITH, LAND DISTURBANCE ACTIVITIES.

E. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES.

2 HAY STORAGE AREA (SEE A-100)

3 CRUSHED LIMESTONE PAVING (SEE A-100)

GENERAL WATER POLLUTION PREVENTION NOTES

SCALE: 3/32" = 1'-0"

16' 8' 0 16'

EXISTING FENCE LINE

SOUTHWEST CORNER OF HAY BARN SLAB

EXISTING FENCE LINE

50'

1 2

EXISTING ROAD

EXISTING ROAD

228.5

228.0

227.5

227.0

GENERAL SITE NOTE

S1. THE SITE DRAWING IS BASED ON AERIAL IMAGERY AND IS THEREFORE NOT TO AN EXACT

SCALE.

S2. THE HAY BARN SHALL BE POSITIONED PARALLEL TO AND 50' FROM THE EXISTING FENCE LINES

AS INDICATED. STAKE THE FOUR CORNERS OF THE HAY BARN FOR APPROVAL, PRIOR TO

CONSTRUCTION.

S3. THE TOPOGRAPHIC ELEVATIONS INDICATED ARE BASED ON AERIAL MAPPING AND ONLY

PROVIDED TO GIVE THE GENERAL SLOPE OF THE SITE. THE CONTRACTOR SHALL PROVIDE

GRADING AND LEVELING FOR THE NEW CONSTRUCTION AND AS REQUIRED TO PROVIDE

DRAINAGE AROUND AND AWAY FROM THE HAY BARN CONSTRUCTION.

228.0

SCALE:

SITE PLAN

3/32"=1'-0"

A-002

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REVISIONS

DESCRIPTION

SHEET

DATEP.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

USDA AGRICULTURAL RESEARCH CENTER

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson McAdams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

Z:

\20

Jo bs \60

-M

U

SD

A Ha y B ar n D es ign

Mo or e F iel d E din bu rg

T X\

W or kin g F old er \F ina l\A rch \A

0.d wg F eb

, 2

4 - 2:

pm

Agricultural

Service Research

USDA CFTRL

MOORE FIELD

EDINBURG, TEXAS

HAY BARN DESIGN

FLOOR PLAN

A-100 4 142/29/24

JGM

MRM

JGM 2150 CENTRE AVENUE

B. DEAN

D. CORDRAY

W. ROSS

CRUSHED LIMESTONE FROM GRADE TO EDGE

OF CONCRETE SLAB (5 FOOT WIDTH)

8" COMPACTED CRUSHED LIMESTONE PAD

8" REINFORCED CONCRETE PAD

(SEE 1/A-101)

HIGH CUBE (9'-6" HIGH) TYP. SHIPPING

CONTAINER (TYP. OF TWO)

8'X8' MANUAL ROLL-UP DOOR WITH

WEATHERPROOFING (TYP. OF 3 FOR EACH

CONTAINER)

A-300

A-300

8'X40'

SHIPPING

CONTAINER

8'X40'

SHIPPING

CONTAINER

40'X40' HAY STORAGE AREA

5'-0"

6"8'-0"6"39'-0"6"8'-0"6"

5'-0"

5'- 0"

6"

'-0

6" 5'-

0"

DOWNSPOUT WITH CONCRETE SPLASH BLOCK

TYP. OF FOUR

8'0 2' 4' 12'

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

A-101

THE BASIS OF DESIGN FOR SHIPPING CONTAINERS IS "40' HIGH CUBE ONE -TRIP CONTAINER" BY CONTAINER KING INC. INCLUDING THEIR 8' ROLL-UP DOOR WITH WEATHER STRIPPING AND CORNER

POST TWIST LOCKS FOR STEEL PLATE WELDING.

BASIS OF DESIGN

SURFACE MOUNTED LED FIXTURES FOR SOLAR

LIGHTING SYSTEM #2 (BID OPTION 002). FOUR

FIXTURES SHOWN FOR BASIS OF DESIGN.

SEE ELECTRICAL.

SURFACE MOUNTED LED FIXTURES FOR SOLAR

LIGHTING SYSTEM #1 (BID OPTION 002). FOUR

FIXTURES SHOWN FOR BASIS OF DESIGN.

SEE ELECTRICAL.

5'-0" TYP.

A-200

A-200

A-200

A-200

SCALE:

FLOOR PLAN

1/4"=1'-0"

A-100

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8"

2"

1 1/2"

CONTROL JOINT DETAIL

'T

1/

'T

1 1/2"

CONSTRUCTION JOINT DETAIL

1/8"

1/

'T

1/8"

1/

'T

SLAB ON GRADE NOTES:

1. CAPILLARY BARRIER SHALL BE A COARSE AGGREGATE WITH #57 GRADATION OR APPROVED

EQUAL.

2. CONCRETE SHALL OBTAIN A MINIMUM 4000 PSI STRENGTH AT 28 DAYS. CONCRETE SLUMP

SHALL NOT EXCEED 5" WITHOUT THE WRITTEN APPROVAL OF THE CONTRACTING OFFICER.

3. AREAS OF THE SITE (WITHIN THE BUILDING AREA) SHOULD BE EXCAVATED TO SUFFICIENT

DEPTHS TO REMOVE EXISTING ORGANIC MATERIAL. THE EXPOSED SUBGRADE

MATERIAL SHOULD BE RE-COMPACTED TO A MINIMUM OF 92% OF THE MAXIMUM DENSITY AS

OF ASTM D1557. A CLEAN, FREE DRAINING GRANULAR MATERIAL SHALL BE INSTALLED

BELOW ALL SLABS ON GRADE. THIS MATERIAL SHALL BE A MINIMUM OF FOUR (4) INCHES AND

COMPACTED TO A MINIMUM 95% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D1557.

PPM

REVISIONS

DESCRIPTION

SHEET

DATEP.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

USDA AGRICULTURAL RESEARCH CENTER

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson McAdams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

Z:

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Mo or e F iel d E din bu rg

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0.d wg F eb

, 2

4 - 2:

pm

Agricultural

Service Research

USDA CFTRL

MOORE FIELD

EDINBURG, TEXAS

HAY BARN DESIGN

CONCRETE PAD DETAILS

A-101 5 142/29/24

JGM

MRM

JGM 2150 CENTRE AVENUE

B. DEAN

D. CORDRAY

W. ROSS

8'0 2' 4' 12'

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

1/2" X 12" X 12" STEEL PLATE WITH WELDED

TWIST LOCK ON TOP SIDE AND (4) 5/8" X 6"

WELDED STUDS ON BOTTOM SIDE. EMBED

PLATE IN SLAB (FLUSH) WITH TWIST LOCKS

POSITIONED IN ACCORDANCE WITH SHIPPING

CONTAINER DIMENSIONS (TYPICAL OF 4)

8" REINFORCED CONCRETE SLAB

OUTLINE OF 8' BY 40' SHIPPING CONTAINER

CONCRETE SLAB CONTROL JOINT

(TYPICAL OF 2 PER SLAB)

9'-0"

'-6

'-0

'-6

'-0

EVERY THIRD BAR SHALL

RUN CONTINUOUS

THROUGH THE JOINT

JOINT SEALANT

(1)

JOINT SEALANT

FORMED KEY JOINT ( APPROX 1-1/2" X 3")

EVERY THIRD BAR SHALL

RUN CONTINUOUS

THROUGH THE JOINT

(1) - SAW JOINTS AS SOON AS

CONCRETE SETS AND PRIOR TO

FORMATION OF RANDOM CRACKING

A-101

COMPACTED CRUSHED STONE RAMP

(OVERHEAD DOOR SIDE OF CONTAINERS)

OUTLINE OF SHIPPING CONTAINER

8" REINFORCED CONCRETE SLAB (4,000 PSI CONC.)

3/4" CAMFER ( 4 SIDES OF SLAB)

8" COMPACTED CRUSHED STONE ( WITHIN HAY

STORAGE AREA)

GRADE

4" COMPACTED CRUSHED STONE (CAPILLARY BARRIER)

#4 REINFORCING AT 16' O.C. EACH WAY

6" ALL

FOUR

SIDES

4'

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

0 1' 2' 8'

GRADED/STABLE/ COMPACTED SUBGRADE

(MAY BE UTILIZED IN LIEU OF CONTROL JOINT)

5'-0"

2"

SCALE:

SALB JOINT DETAIL

NTS

A-101

SCALE:

CONCRETE PAD PLAN

1/4"=1'-0"

A-101

SCALE:

CONCRETE PAD SECTION

1/2"=1'-0"

A-101

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DESCRIPTION

SHEET

DATEP.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

USDA AGRICULTURAL RESEARCH CENTER

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson McAdams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

Z:

\20

Jo bs \60

-M

U

SD

A Ha y B ar n D es ign

Mo or e F iel d E din bu rg

T X\

W or kin g F old er \F ina l\A rch \A

0.d wg F eb

, 2

4 - 2:

pm

Agricultural

Service Research

USDA CFTRL

MOORE FIELD

EDINBURG, TEXAS

HAY BARN DESIGN

ROOF PLAN

A-102 6 142/29/24

JGM

MRM

JGM 2150 CENTRE AVENUE

B. DEAN

D. CORDRAY

W. ROSS

CONTINUOUS GUTTER WITH

DOWNSPOUTS

OUTLINE OF SHIPPING

CONTAINER BELOW

METAL ROOF PANELS

METAL RIDGE CAP

A-300

A-300

CONTINUOUS GUTTER WITH

DOWNSPOUTS

OUTLINE OF SHIPPING CONTAINER BELOW

DOWNSPOUT TYP. EACH CORNER

(PROVIDE WITH CONCRETE SPLASH

BLOCK)

THE BASIS OF DESIGN FOR THE PRE-ENGINEERED MEAL ROOFING SYSTEM IS MODEL GB56HZ GABLE PODROOF KIT DESIGNED FOR 182 MPH, EXPOSURE C, RISK CATEGORY 1 INCLUDING GUTTERS AND

DOWNSPOUTS ALL ROOF PANELS, FLASHING, GUTTERS, AND DOWNSPOUTS SHALL HAVE FACTORY

PAINT FINISH. COLOR SHALL BE AS SELECTED BY CONTRACTING OFFICER FROM MANUFACTURES

STANDARD COLOR CHART.

BASIS OF DESIGN OR EQUAL

SOLAR PANEL FOR SOLAR LIGHTING

SYSTEM #1 (BID OPTION 002).

SEE ELECTRICAL.

SOLAR PANEL FOR SOLAR LIGHTING

SYSTEM #2 (BID OPTION 002).

SEE ELECTRICAL.

SOLAR PANEL FOR SOLAR LIGHTING

SYSTEM #3 (BID OPTION 002).

SEE ELECTRICAL.

8'0 2' 4' 12'

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

ROOF PLAN

1/4"=1'-0"

A-102

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DESCRIPTION

SHEET

DATEP.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

USDA AGRICULTURAL RESEARCH CENTER

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson McAdams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

Z:

\20

Jo bs \60

-M

U

SD

A Ha y B ar n D es ign

Mo or e F iel d E din bu rg

T X\

W or kin g F old er \F ina l\A rch \A

0.d wg F eb

, 2

4 - 2:

pm

Agricultural

Service Research

USDA CFTRL

MOORE FIELD

EDINBURG, TEXAS

HAY BARN DESIGN

BID OPTION 001 - WALL PANELS

A-103 7 142/29/24

JGM

MRM

JGM 2150 CENTRE AVENUE

B. DEAN

D. CORDRAY

W. ROSS

8'0 2' 4' 12'

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

2'- 0"

1'- 0"

COLUMNS (TYP.)

(BID OPTION 001)

METAL WALL PANELS (BID OPTION 001)

METAL ROOF SYSTEM (BASE BID)

SHIPPING CONTAINER (BASE BID - TYP.

OF 2)

7'-3" 8'-0" 8'-0" 8'-0" 7'-3"

A-103

A-103

BID OPTION 001

PROVIDE END CLOSURE WALL

30" CONCRETE FOOTING WITH 4000 PSI

CONCRETE

6"

5'- 0"

1'- 0"

2"X6" HORIZ. AT 24" O.C. (TYP.)

METAL WALL PANEL

COLUMN 6"X6"X 3/16" STEEL TUBE

0 4' 8' 16'

SCALE: 3/16"= 1'-0"

2'

SH

IP

PI

NG

C

ON

TA

IN

ER

SH

IP

PI

NG

C

ON

TA

IN

ER

CONTINUOUS DRIP FLASHING AT

BOTTOM OF PANELS

TOP SHIPPING CONTAINER APPROX.

9'-6" ABOVE SLAB

CONTINUOUS 4"X8"X3/16" STEEL TUBE

WELDED AT ALL POINTS OF CONTACT

TO EACH COLUMN AND TOP OF EACH

SHIPPING CONTAINER

(SEE DETAIL 6/A103)

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

0 1' 2' 4'

#10 X 1/2" SCREW W/ WASHER

(STAINLESS STEEL) AT 12" O.C.

ALUMINUM FLASHING WITH FINISH TO

MATCH WALL PANELS

4"

1" CONT. DRIP WITH CONT. CLEAT

ANCHORED 16" O.C. MAX.

2X6 TREATED CONT. AND SLOPED 6"

BELOW ROOF

2X6 TREATED CONTINUOUS

METAL WALL PANELS

10# X 1" METAL WALL PANEL SCREW

(STAINLESS STEEL) AT MAX 16" O.C.

2"

1" CONTINUOUS DRIP FLASHING

CONTINUOUS

WELDED

CONNECTION

(SEE NOTE)

TOP OF

CONTAINER

4"X8" X 3/16"

STEEL TUBE

NOTE: COORDINATE CONNECTION WITH SHIPPING

CONTAINER AND ROOF MANUFACTURERS. PROVIDE

SHOP DRAWING FOR APPROVAL PRIOR TO WORK.

1"

A-103

A-103

WALL PANEL

STOP TOP OF WALL

6" FROM ROOF

WELD

WELD

A-103

2X6 (TYP.)

12-GA X 2X2 ANGLE 6" LONG

SIMILAR TO SIMPSON STRONG

TIE MODEL ML24Z. WELD TO

COLUMN AND BOLT TO 2X6 WITH

(2) 1/4" X 1 1/2" SCREWS

(TYPICAL)

6"X6"X 3/16"

STEEL TUBE

COLUMN

SCALE:

BID OPTION 001 - PLAN

3/16"=1'-0"

A-103

SCALE:

BID OPTION 001 - NORTH ELEVATION

3/16"=1'-0"

A-103

SCALE:

CONNECTION PLAN

3"=1'-0"

A-103

SCALE:

TOP FLASHING DETAIL

3"=1'-0"

A-103

NOTE: THE END CLOSURE WALL SYSTEM CANNOT BE

ATTACHED TO THE ROOFING SYSTEM UNLESS IT IS AN

ENGINEERED SYSTEM THAT IS PROVIDED BY THE ROOFING

SYSTEM MANUFACTURER. IF THE END WALL IS PROVIDED BY

THE ROOFING MANUFACTURER, THE ROOF AND WALL SHALL

BE A COMBINED PRE-ENGINEERED STRUCTURAL SYSTEM

AND THE WALL DETAILS ON THIS SHEET CAN BE CHANGED

PROVIDED SHOP DRAWINGS AND STRUCTURAL

CALCULATIONS BY A LICENSED STRUCTURAL ENGINEER ARE

SUBMITTED FOR APPROVAL.

NOTE: ALL STEEL SHALL BE GALVANIZED

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1 3573

SCALE:

BOTTOM FLASHING DETAIL

3"=1'-0"

A-103

SCALE:

CONNECTION DETAIL

3"=1'-0"

A-103

SCALE:

BID OPTION 001 SECTION

3/4"=1'-0"

A-103

METAL RIDGE CAP

DESCRIPTION

SHEET

DATEP.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

USDA AGRICULTURAL RESEARCH CENTER

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson McAdams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

Z:

\20

Jo bs \60

-M

U

SD

A Ha y B ar n D es ign

Mo or e F iel d E din bu rg

T X\

W or kin g F old er \F ina l\A rch \A

0.d wg F eb

, 2

4 - 2:

pm

Agricultural

Service Research

USDA CFTRL

MOORE FIELD

EDINBURG, TEXAS

HAY BARN DESIGN

ELEVATIONS

A-200 8 142/29/24

JGM

MRM

JGM 2150 CENTRE AVENUE

B. DEAN

D. CORDRAY

W. ROSS

8'0 2' 4' 12'

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

METAL ROOF SYSTEM. SLOPE AS

REQUIRED TO PROVIDE 12' CLEAR

INSIDE HEIGHT

METAL ROOF SYSTEM. SLOPE AS

REQUIRED TO PROVIDE 12' CLEAR

INSIDE HEIGHT

METAL FRAMING BY ROOF SYSTEM

MANUFACTURER

METAL FRAMING BY ROOF SYSTEM

MANUFACTURER

SHIPPING CONTAINER

GUTTER

DOWNSPOUT

MI

N

'-0

" C

LE

AR

SHIPPING CONTAINER

GUTTER

DOWNSPOUT

METAL RIDGE CAP

METAL ROOF PANELS

GUTTER

DOWNSPOUT

8'X40' CONTAINER

SPLASH BLOCK

8'X8' MANUAL OVERHEAD DOOR (TYP.)

METAL RIDGE CAP

METAL ROOF PANELS

GUTTER

DOWNSPOUT

8'X40' CONTAINER

SPLASH BLOCK

8'X8' MANUAL OVERHEAD DOOR (TYP.)

CONCRETE SPLASH

BLOCK (TYPICAL)

SOLAR PANEL (BID OPTION 002).

SEE ELECTRICAL.

SOLAR PANEL (BID OPTION 002).

SEE ELECTRICAL.

SOLAR PANEL (BID OPTION 002).

SEE ELECTRICAL.

LIGHT SWITCH (BID OPTION 002).

SEE ELECTRICAL.

LIGHT SWITCH (BID OPTION 002).

SEE ELECTRICAL.

AREA LIGHTS (BID OPTION 002).

SEE ELECTRICAL.

SCALE:

NORTH ELEVATION

1/4"=1'-0"

A-200 SCALE:

SOUTH ELEVATION

1/4"=1'-0"

A-200

SCALE:

EAST ELEVATION

1/4"=1'-0"

A-200 SCALE:

WEST ELEVATION

1/4"=1'-0"

A-200

NOTE: NORTH END WALL (BID OPTION 001) NOT SHOWN ON

ELEVATION (SEE 2/A-103 FOR END WALL ELEV.)

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MI

N

'-0

" C

LE

AR

METAL RIDGE CAP METAL RIDGE CAP

DESCRIPTION

SHEET

DATEP.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

USDA AGRICULTURAL RESEARCH CENTER

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson McAdams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

Z:

\20

Jo bs \60

-M

U

SD

A Ha y B ar n D es ign

Mo or e F iel d E din bu rg

T X\

W or kin g F old er \F ina l\A rch \A

0.d wg F eb

, 2

4 - 2:

pm

Agricultural

Service Research

USDA CFTRL

MOORE AIR BASE

EDINBURG, TEXAS

HAY BARN DESIGN

BUILDING SECTION

A-300 9 142/29/24

JGM

MRM

JGM 2150 CENTRE AVENUE

B. DEAN

D. CORDRAY

W.ROSS

40'-0"

56'-0"

57'-0"

8" REINFORCED CONCRETE SLAB

CRUSHED LIMESTONE FROM GRADE TO

EDGE OF CONCRETE SLAB (5 FOOT WIDTH)

8" THICK CRUSHED LIMESTONE PAD

SHIPPING CONTAINER

SCALE: 3/8"=1'-0"

0 1' 2' 4' 8'

NATURAL GRADE

PRE-ENGINEERED METAL ROOF

SYSTEM

(BASIS OF DESIGN: GABLE PODROOF

GB56HZ BY SHIELD ROOF SYSTEMS)

GUTTERS AND DOWNSPOUTS BY METAL

ROOF SYSTEM MANUF. (TYP.)

4" CRUSHED LIMESTONE

9'- 6"

ROOF SLOPE AS REQ'D TO PROVIDE MIN

12' CLEAR HEIGHT

NOTE: VERIFY DIMENSIONS WITH PRE-ENGINEERED

METAL ROOF SYSTEM MANUFACTURER

SCALE:

HAY BARN SECTION

3/8"=1'-0"

A-300

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METAL RIDGE CAP

MI

N

'-0

" C

LE

AR

GENERAL NOTES - ELECTRICAL:

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 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 WORK SEQUENCING SUCH THAT NO WORK

SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION.

4. WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS, THE 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. WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF WORK AGREEMENT.

6. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SHALL VERIFY NEW AND EXISTING

CONDITIONS, SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.

7. 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 COMMENCEMENT OF WORK.

8. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM ALL

AUTHORITIES HAVING JURISDICTION.

9. 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.

10. THE CONTRACTOR SHALL PLAN HIS/HER WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY, AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND

PROPERTY AS NECESSARY.

11. THE CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE PERFORMED IN OR ABOUT EXISTING FACILITIES, IF APPLICABLE, WITH THE OWNER'S REPRESENTATIVE PRIOR TO START OF SUCH

WORK.

12. MINIMUM RACEWAY SIZE SHALL BE 3/4". INCREASE RACEWAY SIZE AS REQUIRED TO LIMIT RACEWAY FILL

RATIO TO LESS THAN 40% FULL.

13. THE ELECTRICAL CONTRACTOR SHALL CAREFULLY COORDINATE WORK WITH OTHER TRADES THROUGH THE GENERAL CONTRACTOR AND SHALL BE RESPONSIBLE FOR SECURING SPACE REQUIREMENTS FOR ELECTRICAL EQUIPMENT CLEARANCE AND CORRECT ROUGH-IN LOCATIONS OF ELECTRICAL CONNECTIONS.

14. 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. SINGLE GROUND CONDUCTOR IN ONE RACEWAY MUST BE SIZED FOR THE LARGEST

OVERCURRENT DEVICE.

15. PROVIDE IS AN INCLUSIVE TERM USED TO DESCRIBE ASPECTS OF THE WORK TO BE ACCOMPLISHED, AND IS HEREBY DEFINED TO REQUIRE TO STORE, FURNISH, INSTALL, MOUNT, CONNECT, CONTROL AND POWER EQUIPMENT INDICATED, AS WELL AS APPURTENANCES REQUIRED TO MAKE ELECTRICAL SYSTEMS OPERATE AS INDICATED WITHIN THESE DRAWINGS AND SPECIFICATIONS AND TO FULFILL THE SCOPE OF WORK.

16. ALL CONDUCTORS ARE COPPER.

17. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE

PROCUREMENT OF ANY MATERIALS AND DEVELOPMENT OF ANY SHOP DRAWINGS OR SUBMITTALS.

18. PROVIDE LABELS ON NEW RECEPTACLES, WALL MOUNTED LIGHT SWITCHES/OCCUPANCY SENSORS AND

JUNCTION BOXES INDICATING THE SOURCE PANEL & CIRCUIT(S). TEXT SHALL BE BLACK, 1/4 ” IN HEIGHT

PRINTED ON A CLEAR LABEL. HANDWRITTEN LABELS ARE NOT PERMITTED.

19. NEW EQUIPMENT AND DEVICES ARE TO BE SURFACE MOUNTED UNLESS OTHERWISE NOTED.

PV LIGHTING SYSTEM NOTES:

1. STORAGE LIGHTING SYSTEM REQUIREMENTS (TYPICAL OF 2 SYSTEMS):

1.1. PANELS - REFER TO SPECIFICATION 26 31 00 SECTION 2.1.

1.2. BATTERIES - REFER TO SPECIFICATION 26 31 00 SECTION 2.3.

1.3. CONTROLLER - REFER TO SPECIFICATION 26 31 00 SECTION 2.4.

1.4. LIGHTING FIXTURES - SURFACE MOUNTED LED TYPE, MINIMUM OF 4, REFER TO SPECIFICATION 26 31 00

SECTION 2.2.

1.5. ILLUMINANCE - 15 FC AVG AT FLOOR

1.6. HORIZONTALL ILLUMINANCE RATIO - 3:1 AVG:MIN.

1.7. CONTROL - PROVIDE NEMA 3R SS MANUAL SWITCH AT LOCATIONS IDENTIFIED ON A200. TYPICAL OF 2

LOCATIONS.

1.8. SYSTEM CAPACITY - SIZE PANELS AND BATTERIES TO PROVIDE CAPACITY FOR DUSK ON, DUSK + 6 OFF, 3 DAY CAPACITY.

1.9. BASIS OF DESIGN - SOLAR ELECTRIC POWER CO (SEPCO) SOLARLSQ SYSTEM

2. AREA LIGHTING SYSTEM REQUIREMENTS:

2.1. PANELS - REFER TO SPECIFICATION 26 31 00 SECTION 2.1.

2.2. BATTERIES - REFER TO SPECIFICATION 26 31 00 SECTION 2.3.

2.3. CONTROLLER - REFER TO SPECIFICATION 26 31 00 SECTION 2.4.

2.4. LIGHTING FIXTURES - LED WALL PACK TYPE, MINIMUM OF 2, REFER TO SPECIFICATION 26 31 00

SECTION 2.2.

2.5. ILLUMINANCE - 2 FC AVG AT FLOOR.

2.6. HORIZONTAL ILLUMINANCE RATIO - 3:1 AVG:MIN

2.7. CONTROL - PROVIDE PHOTOCELL CONTROL WITH LOCAL OVERRIDE FOR DUSK ON, DUSK + 6 OFF

CONTROL.

2.8. SYSTEM CAPACITY - SIZE PANELS AND BATTERIES TO PROVIDE CAPACITY FOR DUSK ON, DUSK + 6 OFF, 3 DAY CAPACITY.

2.1. BASIS OF DESIGN - SOLAR ELECTRIC POWER CO (SEPCO) SOLARRWL SYSTEM

3. GRAPHICAL REPRESENTATIONS OF SYSTEM ARE NOT INTENDED TO DEPICT SYSTEM SIZE, PANEL COUNTS, OR FIXTURE COUNTS.

4. CONTRACTOR MUST COORDINATE MOUNTING OF SYSTEM COMPONENTS AND PATHWAYS TO ROOF SYSTEM

WITH ROOF SYSTEM MANUFACTURER. PENETRATIONS OF ROOFING SYSTEM ARE NOT PERMITTED.

PENETRATIONS TO CONTAINER MUST BE LIMITED TO VERTICAL SURFACES UNDER THE COVER OF THE ROOF SYSTEM AND HAVE MINIMUM 3-IN RISE IN CONDUIT PRIOR TO PENETRATION TO FORM A DRIP LOOP. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO EQUIPMENT PROCUREMENT. SUBMITTAL MUST INCLUDE AT A

MINIMUM:

· PANEL MOUNTING DETAIL

· EQUIPMENT MOUNTING DETAIL

· PENETRATION SEALING DETAIL

· IDENTIFICATION OF PANEL/EQUIPMENT MOUNTING POINTS AND CONDUIT ROUTING

REFER TO SPECIFICATION 26 31 00 FOR ADDITIONAL REQUIREMENTS.

5. CONDUIT MUST BE MINIMUM 3/4-IN SCH80 PVC. WHERE SUBJECT TO MECHANICAL DAMAGE, CONDUIT MUST

BE MINIMUM 3/4-IN PVC COATED RMC.

ABBREVIATIONS LIST

A OR AMP AMPERE(S)

ACC AIR COOLED CHILLER

AC ALTERNATING CURRENT

AC AIR COMPRESSOR / AIR

CURTAIN

AF AMP FRAME

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

AIC AMPERE INTERRUPTING

CAPACITY

AL ALUMINUM

AM AMMETER

ASYM ASYMMETRICAL

AT AMP TRIP

ATS AUTOMATIC TRANSFER

SWITCH

AUTO AUTOMATIC

AWG AMERICAN WIRE GAUGE

B BOILER

BC BRANCH CONTROLLER

BCW BARE COPPER WIRE

BFF BELOW FINISHED FLOOR

BFG BELOW FINISHED GRADE

BLDG BUILDING

C CONDUIT

CAT CATEGORY

CB CIRCUIT BREAKER

CCT CORRELATED COLOR

TEMPERATURE

CCTV CLOSED CIRCUIT

TELEVISION

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CH CHILLER

CHWCP CHILLED WATER

CIRCULATING PUMP IN A

PRIMARY-SECONDARY

SYSTEM

CHWP CHILLED WATER PUMP

CHWSP CHILLED WATER SUPPLY

PUMP IN A PRIMARY-

SECONDARY SYSTEM

CKT CIRCUIT

CMH COMMUNICATIONS

MANHOLE

CP CONDENSATE PUMP

CPT CONTROL POWER

TRANSFORMER

CRAC COMPUTER ROOM AC UNIT

CRI COLOR RENDERING INDEX

CT CURRENT TRANSFORMER

CT COOLING TOWER

CU COPPER OR CONDENSING

UNIT

CWP CONDENSER WATER PUMP

D DEPTH

DC DIRECT CURRENT

DF DESTRATIFICATION FAN

DH or DUH DUCT HEATERS

DHWCP DOMESTIC HOT WATER

CIRCULATING PUMP

DISC DISCONNECT SWITCH

DOAS DEDICATED OUTSIDE AIR

SYSTEM (UNIT)

DPST DOUBLE POLE SINGLE

THROW

DPDT DOUBLE POLE DOUBLE

THROW

DSCU DUCTLESS SPLIT

CONDENSING UNIT

(POWERS THE DSS INDOOR

UNIT)

DSHP DUCTLESS SPLIT HEAT

PUMP (POWERS THE DSS

INDOOR UNIT)

DSS DUCTLESS SPLIT SYSTEM

(INDOOR UNIT)

DWBP DOMESTIC WATER

BOOSTER PUMP

DX DIRECT EXPANSION (DX)

COOLING COIL

EC EMPTY CONDUIT

EF EXHAUST FAN

ELEC ELECTRICAL

EMH ELECTRICAL MANHOLE

EMT ELECTRICAL METALLIC

TUBING

E or EMER EMERGENCY

EPA EFFECTIVE PROJECTED

AREA

EQUIP EQUIPMENT

ERV ENERGY RECOVERY

VENTILATOR

ERU ENERGY RECOVERY UNIT

EXIST or EX EXISTING

NOTE: ABBREVIATIONS ABOVE

ARE FOR ELECTRICAL SHEETS

ONLY. NOT ALL ABBREVIATIONS

SHOWN WILL BE USED ON THIS

PROJECT.

EUH ELECTRIC UNIT HEATER

EXP EXPLOSION PROOF

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

F FUSE

FACP FIRE ALARM CONTROL

PANEL

FCU FAN COIL UNIT

FLEX FLEXIBLE

FWE FURNISHED WITH

EQUIPMENT

G OR GND GROUND

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFI GROUND FAULT

INTERRUPTER

GRS GALVANIZED RIGID STEEL

CONDUIT

GUH GAS UNIT HEATER

GWH GAS WATER HEATER

H or HT HEIGHT

HAC HEATED AIR CURTAIN

HOA HAND-OFF AUTOMATIC

HP HORSE POWER

HP HEAT PUMP (OUTDOOR

PORTION OF SPLIT SYSTEM

HEAT PUMP, USE CU FOR

STANDARD DX OUTDOOR

UNIT)

HT HEAT TRACKING

HVU HEATING/VENTILATING UNIT

HWCP HEATING WATER

CIRCULATING PUMP IN A

PRIMARY-SECONDARY

SYSTEM

HWP HEATING WATER SUPPLY IN

A PRIMARY-ONLY SYSTEM

HWRP HOT WATER

RECIRCULATION PUMP

HWSP HEATING WATER SUPPLY

PUMP IN A PRIMARY-

SECONDARY SYSTEM

HWUH HOT WATER UNIT HEATER

HZ HERTZ

IDS INTRUSION DETECTION

SYSTEM

IMC INTERMEDIATE METAL

CONDUIT

IRH INFRARED HEATER

J OR JB JUNCTION BOX

K KILO

KAIC THOUSAND AMPERE

INTERRUPTING CAPACITY

KCM OR KCMIL THOUSAND OF CIRCULAR

MILS

KEF KITCHEN EXHAUST FAN

KH KITCHEN HOOD

KV KILOVOLT

KVA KILOVOLT-AMPERES

KW KILOWATT

KWHR KILOWATT-HOUR

L LENGTH

LA LIGHTNING ARRESTOR

LAN LOCAL AREA NETWORK

LAV LAVATORY

LM LOCKHEED MARTIN

LTG LIGHTING

MAU MAKE-UP AIR UNIT

MAX MAXIMUM

MCA MINIMUM CIRCUIT AMPACITY

MCB or MB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MGB MAIN GROUND BAR

MH MANHOLE or MOUNTING

HEIGHT

MIN MINIMUM

MLO MAIN LUGS ONLY

MOD MOTOR OPERATED DAMPER

MT or MTD MOUNT or MOUNTED

MRS MOTOR RATED SWITCH

N NEUTRAL

NEC NATIONAL ELECTRICAL

CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURER'S

ASSOCIATION

NFPA NATIONAL FIRE

PROTECTION ASSOCIATION

NC NORMALLY CLOSED

NESC NATIONAL ELECTRICAL

SAFETY CODE

NL NIGHT LIGHT

NO NORMALLY OPEN

NTS NOT TO SCALE

P POLE(S) or PUMP

PA PUBLIC ADDRESS

PDU POWER DISTRIBUTION UNIT

PF POWER FACTOR

PH PHASE

PIU VAV TERMINAL UNIT WITH

PARALLEL OR SERIES FAN

(PRIMARY INDUCTION UNIT)

PMT PAD MOUNTED

TRANSFORMER

PNL PANEL OR PANELBOARD

PTAC PACKAGED THRU-WALL AIR

CONDITIONER

PVC POLYVINYL CHLORIDE

RECEPT or RECP RECEPTACLE

RF RETURN FAN

RH RADIANT HEATERS

(ELECTRIC)

RMC RIGID METAL CONDUIT

RMS ROOT MEAN SQUARE

RTU ROOF TOP UNIT

RVNR REDUCED VOLTAGE NON-

REVERSING

SA SURGE ARRESTOR

SCCR SHORT CIRCUIT CURRENT

RATING

SD SMOKE DAMPER

SF SUPPLY FAN

S/N SOLID NEUTRAL

SP SUMP PUMP

SPD SURGE PROTECTIVE DEVICE

SPDT SINGLE POLE DOUBLE

THROW

SPEC SPECIFICATIONS

SPST SINGLE POLE SINGLE

THROW

SWBD SWITCHBOARD

SWGR SWITCHGEAR

TMGB TELECOMMUNICATIONS

MAIN GROUNDING BUSBAR

TOL THERMAL OVERLOAD

TP TWISTED PAIR

TYP TYPICAL

U URINAL

UH UNIT HEATER

UG UNDERGROUND

UIO UNLESS INDICATED

OTHERWISE

UL UNDERWRITERS

LABORATORY

UTP UNSHIELDED TWISTED PAIR

V VOLTS

VA VOLT AMPERES

VAV VAV TERMINAL UNIT

VEF VEHICLE EXHAUST FAN

VM VOLTMETER

VRF VARIABLE REFRIGERANT

FLOW SYSTEM

W WATTS or WIRE or WIDTH

WC WATER CLOSET

WEF WELDING EXHAUST FAN

WH WATER HEATER

WHDM WATTHOUR DEMAND METER

WSHP WATER SOURCE HEAT

PUMP

WP WEATHERPROOF

XFMR TRANSFORMER

Z IMPEDANCE

APPLICABLE CODES AND STANDARDS:

ABBREVIATIONS TITLE EDITION

NFPA 1 FIRE CODE 2024

NFPA 70 (NEC) NATIONAL ELECTRICAL CODE 2023

NFPA 70B RECOMMENDED PRACTICE FOR ELECTRICAL EQUIPMENT MAINTENANCE2023

NFPA 5000 BUILDING CONSTRUCTION AND SAFETY CODE 2024

PPM

REVISIONS

DESCRIPTION

SHEET

DATEP.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

USDA AGRICULTURAL RESEARCH CENTER

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson McAdams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

C:

\U se rs\ tjo hn so n.J

MC

FI

RM

\A pp Da ta\ Lo ca l\T em p\A cP ub lis h_

\E

1.d wg

F eb

, 2

4 -

8:

am

Agricultural

Service Research

USDA CFTRL

MOORE FIELD

EDINBURG, TEXAS

HAY BARN DESIGN

BID OPTION 002

ELECTRICAL GENERAL NOTES

E-001 10 1402/29/24

JGM

BSN

DRL 2150 CENTRE AVENUE

B. DEAN

D. CORDRAY

W. ROSS

SYMBOL / KEY

LIGHT FIXTURE, RECESSED, PENDANT

OR SURFACE MTD.

DESCRIPTION SYMBOL / KEY DESCRIPTION

UPPERCASE LETTER INDICATES

LUMINAIRE / SWITCH TYPE, LOWERCASE

LETTER INDICATES CONTROL GROUP.S A,aA,a

SM

MANUAL SWITCH

LIGHTING AND SWITCHING LEGEND

LIGHT FIXTURE, WALL PACK SP

PHOTOCELL

SYMBOL / KEY

REVISION TAG DESIGNATION

DESCRIPTION

KEY NOTE DESIGNATION

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 #12AWG SHALL BE AS NOTED)

INDICATES #12 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

RACEWAY CONCEALED UNDER FLOOR OR BELOW GRADE. UNDER SLAB APPLICATIONS: RUN BELOW GRAVEL

(NOT ALL SYMBOLS MAY APPLY, TYP.)

NEW WORK LINE WEIGHT

LA1:13

LA1:13

GENERAL SYMBOLS LEGEND

THE BASIS OF DESIGN FOR SOLAR POWERED LIGHTING SYSTEMS #1 AND #2 IS A STANDALONE SOLAR

POWERED LIGHTING SYSTEM INCLUDING PANELS, CONTROLLER, BATTERY, AND FOUR SURFACE

MOUNTED FIXTURES BY SOLAR ELECTRIC POWER CO (SEPCO). SYSTEM SHALL ILLUMINATE

CONTAINER FLOOR TO 15 FC AVG WITH A HORIZONTAL ILLUMINANCE RATIO LESS THAN OR EQUAL TO

3:1 AVG:MIN. EACH SYSTEM SHALL INCLUDE A MANUAL SWITCH ON THE CONTAINER CENTERED

BETWEEN THE MIDDLE AND SOUTH DOORS, TYPICAL FOR EACH SYSTEM. SYSTEM BATTERIES SHALL BE

SIZED BASED ON DUSK ON, DUSK+6 OFF, 3 DAY CAPACITY.

THE BASIS OF DESIGN FOR SOLAR POWERED LIGHTING SYSTEM #3 IS A STANDALONE SOLAR

POWERED LIGHTING SYSTEM INCLUDING PANELS, CONTROLLER, BATTERY, AND TWO WALL MOUNTED AREA FIXTURES BY SOLAR ELECTRIC POWER CO (SEPCO). SYSTEM SHALL ILLUMINATE GROUND LEVEL TO 2 FC AVG WITH A HORIZONTAL ILLUMINANCE UNIFORMITY LESS THAN OR EQUAL TO 3:1 AVG:MIN FOR THE AREA EXTENDING OUT 5-FT FROM THE SOUTH FACE OF THE BARN (BETWEEN CONTAINERS APPROX 5' X 40'). CONTRACTOR SHALL PROVIDE UNI-STRUT OR OTHER SUPPORTING MEANS TO MOUNT LIGHTS 12-FT AFG BASED ON THE STRUCTURE SELECTED. SYSTEM SHALL BE DUSK ON, DUSK + 6 HRS OFF. SYSTEM BATTERIES SHALL BE SIZED BASED ON DUSK ON, DUSK+6 OFF, 3 DAY CAPACITY.

SOLAR LIGHTING BASIS OF DESIGN (BID OPTION 002)

SCALE: 3/8"=1'-0"

0 1' 2' 4' 8'

PPM

REVISIONS

DESCRIPTION

SHEET

DATEP.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

USDA AGRICULTURAL RESEARCH CENTER

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson McAdams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

C:

\U se rs\ tjo hn so n.J

MC

FI

RM

\A pp Da ta\ Lo ca l\T em p\A cP ub lis h_

\E

1.d wg

F eb

, 2

4 -

8:

am

Agricultural

Service Research

USDA CFTRL

MOORE FIELD

EDINBURG, TEXAS

HAY BARN DESIGN

BID OPTION 002

LIGHTING PLAN

E-101 11 1402/29/24

JGM

BSN

DRL 2150 CENTRE AVENUE

B. DEAN

D. CORDRAY

W. ROSS

OUTLINE OF SHIPPING

CONTAINER

SCALE:

LIGHTING PLAN

3/8" = 1'-0"E-101

OUTLINE OF SHIPPING CONTAINER

SM,a

S M, b

A,a

A,a

A,a

A,a A,b

A,b

A,b

A,b

W,c W,c SM,cSP,c

SYSTEM 1 CONTROLLER

SYSTEM 2 CONTROLLER

SYSTEM 3 CONTROLLER

LIGHTING FOR SOLAR LIGHTING

SYSTEM #1 (BID OPTION 002)

LIGHTING FOR SOLAR LIGHTING

SYSTEM #3 (BID OPTION 002)

LIGHTING FOR SOLAR LIGHTING

SYSTEM #2 (BID OPTION 002)

E-200

E-200

E-200

DESCRIPTION

SHEET

DATEP.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

USDA AGRICULTURAL RESEARCH CENTER

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson McAdams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

C:

\U se rs\ tjo hn so n.J

MC

FI

RM

\A pp Da ta\ Lo ca l\T em p\A cP ub lis h_

\E

2.d wg

F eb

, 2

4 -

8:

am

Agricultural

Service Research

USDA CFTRL

MOORE FIELD

EDINBURG, TEXAS

HAY BARN DESIGN

BID OPTION 002

ROOF PLAN

E-102 12 1402/29/24

JGM

BSN

DRL 2150 CENTRE AVENUE

B. DEAN

D. CORDRAY

W. ROSS

OUTLINE OF SHIPPING

CONTAINER BELOW

SCALE:

ROOF PLAN

3/8" = 1'-0"E-102

OUTLINE OF SHIPPING CONTAINER

BELOW

THE BASIS OF DESIGN FOR THE PRE-ENGINEERED MEAL ROOFING SYSTEM IS MODEL GB56HZ GABLE PODROOF KIT DESIGNED FOR 182 MPH, EXPOSURE C, RISK CATEGORY 1 INCLUDING GUTTERS AND

DOWNSPOUTS ALL ROOF PANELS, FLASHING, GUTTERS, AND DOWNSPOUTS WITH FACTORY PAINT

FINISH.

BASIS OF DESIGN

SOLAR PANEL FOR SOLAR LIGHTING

SYSTEM #1 (BID OPTION 002)

SOLAR PANEL FOR SOLAR LIGHTING

SYSTEM #2 (BID OPTION 002)

SOLAR PANEL FOR SOLAR LIGHTING

SYSTEM #3 (BID OPTION 002)

SCALE: 3/8"=1'-0"

0 1' 2' 4' 8'

SYSTEM 1 CONTROLLER SYSTEM 2 CONTROLLER

SYSTEM 3 CONTROLLER

E-200

E-200

E-200

DESCRIPTION

SHEET

DATEP.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

USDA AGRICULTURAL RESEARCH CENTER

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson McAdams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

C:

\U se rs\ tjo hn so n.J

MC

FI

RM

\A pp Da ta\ Lo ca l\T em p\A cP ub lis h_

\E

0.d wg

F eb

, 2

4 -

8:

am

Agricultural

Service Research

USDA CFTRL

MOORE FIELD

EDINBURG, TEXAS

HAY BARN DESIGN

BID OPTION 002

ELEVATIONS

E-200 13 1402/29/24

JGM

BSN

DRL 2150 CENTRE AVENUE

B. DEAN

D. CORDRAY

W. ROSS

SCALE:

EAST ELEVATION

1/4" = 1'-0"E-200

8'0 2' 4' 12'

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

SCALE:

WEST ELEVATION

1/4" = 1'-0"

E-200

SCALE:

SOUTH ELEVATION

1/4" = 1'-0"E-200

SHIPPING CONTAINER

MI

N

'-0

" C

LE

AR

SOLAR PANEL FOR SOLAR LIGHTING

SYSTEM #2 (BID OPTION 002)

SOLAR PANEL FOR SOLAR LIGHTING

SYSTEM #3 (BID OPTION 002)

SOLAR PANEL FOR SOLAR LIGHTING

SYSTEM #1 (BID OPTION 002)

LIGHT SWITCH FOR SOLAR LIGHTING

SYSTEM #2 (BID OPTION 002). MOUNT

48-IN AFG.

LIGHT SWITCH FOR SOLAR LIGHTING

SYSTEM #1 (BID OPTION 002). MOUNT

48-IN AFG.

AREA LIGHTS FOR SOLAR LIGHTING

SYSTEM #3 (BID OPTION 002)

SOLAR PANEL FOR SOLAR LIGHTING

SYSTEM #1 (BID OPTION 002)

SOLAR PANEL FOR SOLAR LIGHTING

SYSTEM #2 (BID OPTION 002)

SOLAR PANEL FOR SOLAR LIGHTING

SYSTEM #3 (BID OPTION 002)

PROVIDE PHOTOCELL FOR SOLAR

LIGHTING SYSTEM #3 (BID OPTION 002)

OVERRIDE SWITCH FOR SOLAR

LIGHTING SYSTEM #3 (BID OPTION 002).

MOUNT 48-IN AFG.

DESCRIPTION

SHEET

DATEP.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

USDA AGRICULTURAL RESEARCH CENTER

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson McAdams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

C:

\U se rs\ tjo hn so n.J

MC

FI

RM

\A pp Da ta\ Lo ca l\T em p\A cP ub lis h_

\E

0.d wg

F eb

, 2

4 -

8:

am

Agricultural

Service Research

USDA CFTRL

MOORE FIELD

EDINBURG, TEXAS

HAY BARN DESIGN

BID OPTION 002

SCHEDULES

E-600 14 1402/29/24

JGM

BSN

DRL 2150 CENTRE AVENUE

B. DEAN

D. CORDRAY

W. ROSS

CONTROLLER #1

SYSTEM BATTERY

LIGHTS

PANEL ARRAY

SM

CONTROLLER #2

SYSTEM BATTERY

LIGHTS

PANEL ARRAY

SM

CONTROLLER #3

SYSTEM BATTERY

LIGHTS

PANEL ARRAY

S

ON-OFF-AUTO

OVERRIDE

SP

SCALE:

SYSTEM #1 DIAGRAM

N.T.S.

E-600 SCALE:

SYSTEM #2 DIAGRAM

N.T.S.

E-600

SCALE:

SYSTEM #3 DIAGRAM

N.T.S.

E-600

LIGHTING SCHEDULE

MARK DESCRIPTION MOUNTING

A LED CANOPY FIXTURE SURFACE MOUNT TO CONTAINER CEILING

W LED AREA LIGHT WALL MOUNT 12-FT AFF

W W

A A A A A A A A