Attachment 2 - Drawings (1).pdf

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

SHEET

AGRICULTURAL RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx

D. CORDRAY

xxxxx

B. DEAN

LOCATION MAPVICINITY MAP

EDINBURG - KERRVILLE BLDG 4

22675 N MOOREFIELD RD

MAB6419

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

U.S. DEPARTMENT OF AGRICULTURE

AGRICULTURAL RESEARCH SERVICE

DRAWING INDEX

A/E CONTRACT NO: 12805B23D0001

A/E ORDER NO: 1232SA25F0384

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

BID DESCRIPTION

G100

COVER SHEET

08/31/2026

REH

JLF

DRL

1 32

PROJECT LOCATION

PROJECT LOCATION:

EDINBURG - KERRVILLE BLDG. 4

22675 N MOOREFIELD RD

MAB6419

N MOOREFIELD ROAD

SHEET

DRAWING

NUMBER

NUMBER OF

DRAWINGS SHEET NAME

00 - GENERAL

G100 1 32 COVER SHEET

10 - STRUCTURAL

S001 2 32 STRUCTURAL ABBR. AND LEGEND

S100 3 32 FOUNDATION PLAN

20 - ARCHITECTURAL

D100 4 32 DEMOLITION PLANS

D200 5 32 EXTERIOR ELEVATIONS DEMOLITION

A100 6 32 OVERALL PLAN

A101 7 32 OVERALL 3D VIEW

A102 8 32 WALKWAY LAYOUT PLAN

A103 9 32 ROOF PLAN

A110 10 32 ENLARGED PEN LAYOUT PLAN AREA A

A111 11 32 ENLARGED PEN LAYOUT PLAN AREA B

A112 12 32 ENLARGED PEN LAYOUT PLAN AREA C

A200 13 32 EXTERIOR ELEVATIONS

A300 14 32 BUILDING SECTIONS

A310 15 32 VAT ACCESS CAP DETAIL

A401 16 32 SLIDING GATE DETAILS

A500 17 32 REVERSE SWING GATE POST INSTALLATION DETAILS

A501 18 32 REVERSE SWING GATE DETAILS

A502 19 32 MAINTENANCE GATE DETAILS

A503 20 32 ROTUNDA GATE DETAIL

A510 21 32 PLAN DETAILS

A511 22 32 PLAN DETAILS

A512 23 32 PLAN DETAILS

A600 24 32 DETAILS

A601 25 32 DETAILS

30 - PLUMBING

P100 26 32 PLUMBING PLAN

40 - ELECTRICAL

E001 27 32 ELECTRICAL GENERAL NOTES & LEGEND

ED100 28 32 ELECTRICAL DEMOLITION

E100 29 32 POWER PLAN

EL100 30 32 LIGHTING PLAN

E600 31 32 PANEL SCHEDULE

E700 32 32 DETAILS

FRONT GATE

BASE BID: DEMOLISH EXISTING ROOFING BACK TO RIGID FRAME STRUCTURE, DEMOLISH EXISTING CANOPY AT WEST END OF STRUCTURE COMPLETE INCLUDING FOUNDATION (FILL VOID LEFT FROM FOUNDATION REMOVAL WITH SELECT FILL AND COMPACT) , DEMOLISH RAIL FENCING AND GATES COMPLETE INCLUDING CONCRETE FOUNDATIONS (FILL HOLES WITH SELECT FILL AND COMPACT), DEMOLISH CMU BLOCK STRUCTURE COMPLETE INCLUDING FOUNDATION(FILL VOID LEFT FROM FOUNDATION REMOVAL WITH SELECT FILL AND COMPACT), DEMOLISH EXISTING SUMP PIT TO EXTENTS INDICATED (BACKFILL REMAINING STRUCTURE WITH SELECT FILL AND COMPACT), DEMOLISH EXISTING WATER PIPING TO WATERING TROUGHS COMPLETE TO EXTENTS INDICATED, DEMOLISH EXISTING ELECTRICAL POWER AND LIGHTING SYSTEMS COMPLETE TO EXTENTS INDICATED. PROVIDE EXTENSION TO RIGID FRAME AS INDICATED, INSTALL 8" PURLINS AS INDICATED, PROVIDE NEW EXPOSED FASTENER METAL ROOF PANELS OVER REFLECTIVE THERMAL INSULATION, PROVIDE METAL FENCE RAILING AND GATES FOR CORRALS AS INDICATED, PROVIDE CONCRETE WALKING SURFACE AS INDICATED, PROVIDE CONCRETE ALTERATION TO THE EXISTING DIP VAT AS INDICATED, PROVIDE REINFORCED CONCRETE WALKING SURFACE WITH ROUGH BROOMED FINISH AS INDICATED, PROVIDE PLUMBING TO WATERING TROUGHS AS INDICATED, PROVIDE POWER AND LIGHTING AS INDICATED.

ADDITIVE ALTERNATE #1: PROVIDE SYSTEMS AS INDICATED ABOVE TO CREATE ADDITIONAL CATTLE CORRAL PENS 9, 10, AND 11 AS INDICATED.

ADDITIVE ALTERNATE #2: ADDITIVE ALTERNATE #2 PROVIDES GALVANIZATION FOR ALL FENCING, GATE, AND BOLLARD STEEL.

JamesFerguson

SYMBOLS:

VIEW TITLES:

PLAN SYMBOLS:

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

WALL SECTION MARK

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

BUILDING SECTION MARK

DWG. NO. WHERE

DETAIL IS DRAWN

CALLOUT HEAD

DETAIL NUMBER (TYP.)

AREA COVERED BY

DETAIL

KEYNOTE

TAG

DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)

NORTH ARROWS

FLOOR PLANS, ELEVATIONS, SECTIONS AND DETAIL VIEWS TITLE

EXTERIOR ELEVATION MARK

ELEVATION

NUMBER (TYP.)

DWG. NO. WHERE

ELEVATION IS DRAWN

PLAN NORTH

S-100

S-100

S-100

S-100

S-100

ELEVATIONS, DETAILS & CALLOUTS

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

S100

AFF

AISC

APPROX.

ARCH.

AHU

AWS

BC

bf

BFF

BOT. OR B

BRG

C&C

CJ OR CONST. JT.

CL

CFSS

C.G.

CLR.

CMU

COL.

COMP.

CONC.

CONT.

CRSI

D

DIA.

db

DCJ

DL.

DO

DWG.

EL.

E.O.S.

EQ.

E.S.

E.W.

EXP.

FD

FIN.

F.F.

GALV.

GR

HSS

IP

IN

JST

JT.

K

KSF

LL

LLH

LLV

MAX.

MECH.

MFR.

MIN.

NO. OR #

O.C.

OF

PL

PSF

PSI

RP

REQ'D

SP

SN

SCH

SJ

STIFF.

T t

TC

T.O.C.

T.O.S.

TYP.

U.N.O.

W/

WWF

W.P.

ABOVE FINISHED FLOOR

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

APPROXIMATE

ARCHITECTURAL

AT

AIR HANDLING UNIT

AMERICAN WELDING SOCIETY

BOTTOM CHORD

FLANGE WIDTH

BELOW FINISHED FLOOR

BOTTOM OR BOTTOM MOST

BEARING

COMPONENT AND CLADDING

CONSTRUCTION JOINT

CENTERLINE

COLD FORMED STEEL STUD

CENTER OF GRAVITY

CLEAR

CONCRETE MASONRY UNIT

COLUMN

COMPOSITE

CONCRETE

CONTINUOUS

CONCRETE REINFORCING STEEL INSTITUTE

DEPTH

DIAMETER

BAR DIAMETER

DOWELED CONTROL JOINT

DEAD LOAD

DITTO

DRAWING

ELEVATION

EDGE OF SLAB

EQUALLY

EACH SIDE

EACH WAY

EXPANSION

FLOOR DRAIN

FINISHED, FINISH

FINISHED FLOOR

GALVANIZED

GALVANIZED STEEL GRATING

HOLLOW STEEL SECTION

POSITIVE MOMENT OF INERTIA

NEGATIVE MOMENT OF INERTIA

JOIST

JOINT

KIP (KILO POUND)

KIPS PER SQUARE FOOT

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

NUMBER

ON CENTER

OUTSIDE FACE

PLATE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

RADIUS POINT

REQUIRED

POSITIVE SECTION MODULUS

NEGATIVE SECTION MODULUS

SCHEDULE

SAW JOINT

STIFFENER

TRUSS

THICKNESS

TOP CHORD

TOP OF COLUMN

TOP OF STEEL

TYPICAL

UNLESS OTHERWISE NOTED

WITH

WELDED WIRE FABRIC

WORKING POINT

ABBREVIATIONS GENERAL NOTE:

CONTRACTOR MUST FIELD VERIFY SITE CONDITIONS AND DIMENSIONS PRIOR TO

BEGINNING WORK.

aa a a

TABLE 1

DESIGN WIND PRESSURE COMPONENTS AND CLADDING (C & C)

NOTE:

THE DESIGN WIND PRESSURES SHOWN BELOW ARE BASED UPON THE ULTIMATE DESIGN

WIND SPEED OF 134 MPH. THE WIND PRESSURES SHOWN ARE TO BE USED WITH THE LOAD

AND RESISTANCE FACTOR (LRFD) METHOD. ALLOWABLE STRENGTH DESIGN (ASD)

PRESSURES SHOULD BE CALCULATED BASED UPON A NOMINAL VELOCITY OF 85.2 MPH.

NOTES:

1. DESIGN WIND PRESSURES INDICATED MUST BE USED IN THE DESIGN OF COMPONENTS &

CLADDING ELEMENTS COMPRISING THE BUILDING ENVELOPE.

2. POSITIVE PRESSURES ACT INWARD, TOWARD THE WIND SURFACE. NEGATIVE

PRESSURES ACT OUTWARD, AWAY FROM THE WIND SURFACE.

3. LINEAR INTERPOLATION IS PERMITTED FOR INTERMEDIATE EFFECTIVE WIND AREAS.

CLEAR WIND FLOW

WIND ZONE

≤ 9SF

> 9, ≤ 36SF

> 36SF

WIND

PRESSURE

ZONE 3 ZONE 2 ZONE 1

POS NEG POS NEG POS NEG

39.4 PSF

60.0 PSF

78.9 PSF -117.8 PSF

-59.8 PSF

-39.3 PSF

60.0 PSF

60.0 PSF

39.4 PSF

-59.8 PSF

-59.8 PSF

-39.3 PSF

39.4 PSF

39.4 PSF

39.4 PSF

-39.3 PSF

-39.3 PSF

-39.3 PSF

BAR

SIZE

DEVELOPMENT LENGTH SPLICE LENGTH STANDARD 90 DEGREE HOOK

TOP BAR

(INCHES)

OTHER BAR

(INCHES)

TOP BAR

(INCHES)

OTHER BAR

(INCHES)

EMBED

(INCHES)

LEG LENGTH

(INCHES)

BEND DIA.

(INCHES)

BAR

SIZE

DEVELOPMENT LENGTH SPLICE LENGTH STANDARD 90 DEGREE HOOK

TOP BAR

(INCHES)

OTHER BAR

(INCHES)

TOP BAR

(INCHES)

OTHER BAR

(INCHES)

EMBED

(INCHES)

LEG LENGTH

(INCHES)

BEND DIA.

(INCHES)

TENSION AND DEVELOPMENT SPLICE LENGTHS - f'c = 3000 psi CONCRETE

TENSION AND DEVELOPMENT SPLICE LENGTHS - f'c = 4000 psi CONCRETE

DESIGN CRITERIA

CODES AND STANDARDS

A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,

AMERICAN CONCRETE INSTITUTE (ACI), ACI 318-19.

B. MINIMUM DESIGN LOADS FOR BUILDING AND OTHER

STRUCTURES, ASCE 7-22.

C. INTERNATIONAL BUILDING CODE (IBC), 2024

D. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL

CONSTRUCTION MANUAL, 15th EDITION

E. STRUCTURAL COMPONENTS IN THIS PROJECT DESIGNED USING

LRFD METHODOLOGY

F. AISI AMERICAN IRON AND STEEL INSTITUTE.

1.0 MINIMUM DESIGN LOADS AND REQUIREMENTS IN ACCORDANCE

WITH IBC, 2024

LIVE LOADS:

ROOF 12 PSF

WIND DESIGN DATA:

ULTIMATE WIND SPEED 134 MPH

RISK CATEGORY I

WIND IMPORTANCE FACTOR 1.0

EARTHQUAKE DESIGN DATA:

SEISMIC IMPORTANCE FACTOR 1.0

OCCUPANCY CATEGORY N.A.

SS 0.11

S1 0.65

SITE CLASS E

SDS 0.092

SD1 0.08

SEISMIC DESIGN CATEGORY A

SEISMIC RESISTING SYSTEM STEEL FRAMES NOT SPECIFICALLY

DETAILED FOR SEISMIC RESISTANCE

DESIGN BASE SHEAR 0.057W

CS 0.057

R 3

DESIGN METHOD EQUIVALENT LATERAL FORCE

SNOW DESIGN DATA

GROUND SNOW LOAD 0 PSF

DESIGN UNIFORM SNOW LOAD 4.2 PSF

FROST PENETRATION 7 INCHES

WIND EXPOSURE

COMPONENTS AND CLADDING DESIGN PRESSURE SEE TABLE

2.0 MATERIALS

CONCRETE (28 DAY STRENGTH) 3,000 PSI (COMP. STRENGTH)

CONCRETE WORK EXPOSED TO FREEZING

AND THAWING FOR EXTERIOR WALKS,

PLATFORMS STEPS, ELEVATED SLAB, AND SLAB ON GRADE

ALL OTHERS 3,000 PSI (COMP STRENGTH)

REINFORCING:

BARS

WELDED WIRE FABRIC

ASTM A185

STRUCTURAL STEEL SHAPES, PLATES, AND MISCELLANEOUS SHAPES:

BOLTS: ASTM A325 BEARING TYPE N

CONCRETE MASONRY UNITS: ASTM C90

MORTAR MUST BE TYPE S CONFORMING TO

ASTM C270. ALL GROUT MUST BE PUDDLED

OR VIBRATED IN PLACE.

ANCHOR RODS: ASTM F593, GRADE 36

GROUT: 2KSI

4.0 FOUNDATION:

4.1 DESIGN FOOTINGS FOR A MAXIMUM ALLOWABLE BEARING PRESSURE OF 1000 PSF.

4.2 PROTECT PIPES AND CONDUITS RUNNING THROUGH WALLS AND SLABS WITH 1/2 INCH EXPANSION

MATERIAL.

4.3 MAINTAIN SUBGRADE AND FILL MOISTURE CONTENT UNTIL FOUNDATIONS ARE PLACED.

4.4 DO NOT PLACE SLAB AGAINST SUBGRADE CONTAINING FREE WATER, FROST, OR ICE.

4.5 MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE SURFACE RUNOFF AWAY

FROM STRUCTURES AND TO PREVENT PONDING OF SURFACE RUNOFF NEAR THE STRUCTURES.

4.6

4.7

KEEP OPEN EXCAVATIONS AROUND BUILDING DRY. BACKFILL AGAINST GRADE BEAMS AS SOON AS PRACTICAL. PUMP WATER OUT OF OPEN EXCAVATIONS IF FLOODING OCCURS PRIOR TO BACKFILLING.

ARRANGE FOR INDEPENDENT TESTING AGENCY TO MONITOR CUT AND FILL OPERATIONS, AND PERFORM FIELD

DENSITY AND MOISTURE CONTENT TESTS TO VERIFY COMPACTION AND APPROVE FOOTING SUBGRADE

PRIOR TO PLACING CONCRETE.

5.0 GENERAL:

5.1 WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT MUST ONLY APPLY TO LIKE OR

SIMILAR CONDITIONS.

STRUCTURAL GENERAL NOTES

APPLICABLE SHAPE SERIES ASTM DESIGNATION

MIN. YIELD STRESS (FY)

(KSI)

W A992 50

M A36 36

S A36 36

C A36 36

MC A36 36

L A36 36

HSS (RECTANGLE) A500 46

HSS (ROUND) A500 42

PIPE A53 35

PLATES A36 36

PLATES A572 50

BARS A572 42

3.0 CAST-IN-PLACE CONCRETE NOTES:

3.1 CONCRETE COVER FOR REINFORCEMENT:

A. CONCRETE DEPOSITED AGAINST AND PERMANENTLY

EXPOSED TO EARTH

B. CONCRETE EXPOSED TO EARTH OR WEATHER:

#5 BARS OR SMALLER

#5 BARS OR LARGER

C. CONCRETE NOT EXPOSED TO WEATHER OR NOT IN CONTACT

WITH GROUND:SLAB, WALL, AND JOISTS BEAMS

3.2 UNLESS SPECIFICALLY NOTED, SCHEDULED OR DETAILED

OTHERWISE PROVIDE DEVELOPMENT LENGTH FOR REINFORCING IN

CONCRETE COMPONENTS IN ACCORDANCE WITH THE SCHEDULE IN

NOTE 3.3 BELOW. THIS SCHEDULE SHALL APPLY TO ALL DEVELOPMENT

LENGTHS NOT OTHERWISE NOTED, DETAILED OR SCHEDULED IN THE

DRAWINGS OR SPECIFICATIONS.

3.3 REINFORCING BAR DEVELOPMENT LENGTHS Ld

#3 22 17 28 22 6 6 2.25

#4 29 22 37 29 8 8 3

#5 36 28 47 36 10 10 3.75

#6 43 33 56 43 12 12 4.5

#7 63 48 81 63 14 14 5.25

#8 72 55 93 72 16 16 6

#3 19 15 24 22 6 6 2.25

#4 25 19 32 25 8 8 3

#5 31 24 40 31 10 10 3.75

#6 37 29 48 37 12 12 4.5

#7 54 42 70 54 14 14 5.25

#8 62 48 80 25 16 16 6

NOTES:

1. STRAIGHT DEVELOPMENT LENGTH AND SPLICE LENGTHS ARE BASED ON UNCOATED BARS

ASSUMING CENTER TO CENTER BAR SPACING GREATER THAN 3 BAR DIAMETERS WITHOUT TIES

OR STIRRUPS OR 2 BAR DIAMETERS WITH TIES OR STIRRUPS, AND CLEAR COVER OF 1 BAR

DIAMETER.

2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE BELOW THE BAR.

3. STANDARD 90 DEGREE HOOK EMBEDMENT LENGTH ARE BASED ON SIDE COVER GREATER THAN

2.5 INCHES AND END COVER GREATER THAN 2 INCHES WITHOUT TIES AROUND HOOKS.

3.4 LAP SPLICE LENGTHS FOR REINFORCING BARS MUST BE THE SAME AS SHOWN IN THE TABLE.

3.5 WHEN TWO BARS OF DIFFERENT SIZES ARE LAPPED, THE SMALLER SIZE GOVERNS THE LAP

LENGTH UNLESS SPECIFICALLY NOTED OTHERWISE.

3.6 WHEN REINFORCING STEEL IS NOTED AS CONTINUOUS REINFORCING IN GRADE BEAMS, WALLS, SLABS AND/OR BEAMS, SPLICE CONTINUOUS REINFORCING STEEL ONLY WHEN UNAVOIDABLE

DUE TO STOCK LENGTHS. STAGGER ALL SPLICES A MINIMUM OF 4'-0". ADJACENT BAR SPLICES

ARE NOT ACCEPTABLE. LOCATE THE TOP BAR SPLICES WITHIN THE MIDDLE HALF OF THE SPAN

AND LOCATE THE BOTTOM BAR SPLICES AT SUPPORTS, OR BETWEEN SUPPORTS AND 1/3 SPAN

POINT, UNLESS NOTED OTHERWISE ON PLANS, DETAILS OR SCHEDULES.

3.7 HORIZONTAL JOINTS WILL NOT BE PERMITTED IN CONCRETE CONSTRUCTION EXCEPT AS

SHOWN ON THE DRAWINGS. VERTICAL JOINTS MUST OCCUR AT LOCATIONS INDICATED.

3.8 AT CONSTRUCTION JOINTS, CONTACT SURFACES MUST BE CLEAN AND FREE OF LATENCIES AND

INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH

3.9 PROVIDE FULL EMBEDMENT WITH 90-DEGREE HOOKS FOR ALL DOWELS IF NOT OTHERWISE

NOTED.

3.10 CHAMFER ALL EXPOSED TO VIEW CORNERS 3/4", U.N.O.

6.0 STRUCTURAL STEEL NOTES

6.1 DIMENSIONS: TO CENTERLINES OF COLUMNS AND BEAMS AND TO TOP SURFACES, TO TOP FLANGES OF

BEAMS, AND BACK OF CHANNELS AND ANGLES UNLESS SHOWN OTHERWISE.

6.2

6.3

6.4

7.0

7.1

7.2

7.3

7.4

7.5

ELEVATIONS: REFERS TO TOP SURFACE OF FLANGE OR MEMBER, UNLESS SHOWN OTHERWISE.

WELD SIZES NOT INDICATED ON DRAWINGS: PROVIDE MINIMUM WELD CONNECTIONS IN ACCORDANCE WITH

AISC. WELD IN ACCORDANCE WITH AWS REQUIREMENTS.

STRUCTURAL STEEL OR MISCELLANEOUS STEEL: STRUCTURAL OR MISCELLANEOUS STEEL MUST BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR BUILDINGS. SHOP

CONNECTIONS MUST BE MADE WITH A MINIMUM 3/4" DIAMETER ASTM A325 TYPE N BOLTS, UNLESS OTHERWISE

NOTED.

DELEGATED DESIGN NOTES:

THE PRE-ENGINEERED METAL BUILDING (PEMB) SYSTEM

INCLUDING PRIMARY FRAMING, SECONDARY

FRAMING,BRACING, CONNECTIONS, METAL PANELS,

ANCHOR BOLTS, AND PEMB ACCESSORIES MUST BE

DELEGATED DESIGN TO THE PEMB MANUFACTURER.

DESIGN MUST BE PERFORMED UNDER THE

RESPONSIBLE CHARGE OF A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF TEXAS.

DELEGATED DESIGN MUST CONFORM TO THE

GEOMETRY, LOADS, AND PERFORMANCE CRITERIA

INDICATED IN THE CONTRACT DOCUMENTS.

SUBMIT SIGNED AND SEALED PEMB CALCULATIONS AND

SHOP DRAWINGS OF THE FOLLOWING: PEMB

DRAWINGS, ANCHOR ROD REACTIONS, AND DESIGN

ASSUMPTIONS. FABRICATION MUST NOT PROCEED

UNTIL SUBMITTALS ARE REVIEWED BY THE EOR.

PEMB MANUFACTURER MUST DESIGN THE BUILDING

SUCH THAT COLUMN REACTIONS DO NOT EXCEED

THOSE REASONABLY INFERRED FROM THE DESIGN

CRITERIA AND PRELIMINARY REACTIONS SHOWN IN THE

CONTRACT DOCUMENTS. INCREASE IN REACTIONS

EXCEEDING 10% MUST BE REPORTED TO THE EOR

PRIOR TO FABRICATION AND MAY REQUIRE REDESIGN

AT NO ADDITIONAL COST TO THE GOVERNMENT IF

CAUSED BY PEMB OPTIMIZATION OR SUBSTITUTION.

ASTM 615/A615M

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURAL RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx

D. CORDRAY

xxxxx

B. DEAN

S001

STRUCTURAL ABBR. AND LEGEND

08/31/2026

REH

THT

DRL

2 32

3/32" = 1'-0"S001

C&C ZONE ROOF DIAGRAM1

a = 3'-0"

F1

-.3K +.7K

EXISTING FRAME

F2

+22K -8K

+28K -7K

NEW FRAME

NOTE:

1. THE LOADS INDICATED ABOVE ARE THE

FACTORED LOADS FOR THE FRAMES.

2. HORIZONTAL NEGATIVE LOADS ACT AWAY

FROM THE STRUCTURE.

3. VERTICAL NEGATIVE LOADS INDICATE

UPLIFT.

4. THE LOADS SHOWN ARE PROVIDED FOR

BIDDING PURPOSES. IF FINAL PEMB LOADS

FROM PMB MFR. DIFFER FROM THESE

VALUES BY MORE THAN 10 PERCENT, THE

CONTRACTOR MUST RE-SIZE THE

FOOTINGS FOR THE REVISED LOADS.

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

0 11 21 3211

1' - 4"

1'

4"

SEE SCHEDULE

S E

E S

C H

E D

U

LE

0'

3"

1'

0" 1'

0"

0'

6"

#3

0" #3

X1 X2 X3 X4 X5

XA

XB

A.0

B.1

S100

S100

129' - 0"

15' - 0" 20' - 0" 19' - 0" 20' - 0" 20' - 0" 19' - 0"

/4

/4

NOTE: PROVIDE COATING ON ALL

EXPOSED STEEL AS SPECIFIED.

16' - 0"

FOOTING SCHEDULE

FOOTING PEDESTAL

DIMENSIONS

L X W X T

TOP REINFORCING BOTTOM REINFORCING

DIMENSIONS

(SEE NOTE 1)

L X W X T

VERT.

REINFORCING

STIRRUPS ANCHOR BOLTS

(SEE NOTE 2)

36" X 36" X 12"

48" X 48" X 12"

(5) #5

(7) #5

(5) #5

(7) #5

16" X 16" X 18"

16" X 16" X 18"

(4) #5

(4) #5

AS SHOWN

AS SHOWN

(4) 3/4"

(4) 3/4"

MARK

F1

F2

NOTES:

1. DIMENSIONS SHOWN FOR PEDESTALS ARE MINIMUM. MINIMUM CLEARANCE OF 1" REQUIRED BETWEEN ANCHOR BOLTS AND REINFORCING.

MINIMUM COVER OF 2" REQUIRED FOR REINFORCING. PEDESTAL DIMENSIONS MUST BE ADJUSTED ACCORDINGLY IF PEMB BASE PLATE

DOES NOT ALLOW THESE CLEARANCES.

2. ANCHOR BOLTS TO BE SUPPLIED BY PEMB SUPPLIER.

0' - 10"

0'

8" 0'

4"

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURAL RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx

D. CORDRAY

xxxxx

B. DEAN

S100

FOUNDATION PLAN

08/31/2026

REH

THT

DRL

3 32

1" = 1'-0"S100

FOUNDATION DETAILS2

#5 TIE BEAM @ F2 FOUNDATION CONT.

AROUND ANCHOR BOLTS

3/4" CHAMFER

PLAN

PEMB COLUMN

PEMB BASE PLATE

1 1/2" GROUT

SEE SCHEDULE FOR

REINFORCEMENT

#5 TIE BEAM, F2

FOUNDATION ONLY

3/4" CHAMFER

STAINLESS STEEL

ANCHOR BOLTS AS

REQUIRED BY PEMB MFR.

3/16" = 1'-0"S100

FOUNDATION PLAN1

F1F1F1F1F1

F1F1F1F1F1F2F2

ELEVATION

3" = 1'-0"S100

CONCRETE BEAM3

#5 CONT.

FINISHED GRADE

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

0 4 8 124

SCALE: = 1'-0"

0 1 21

1"

SCALE: = 1'-0"3"

EXISTING COLUMN,

TYPICAL

FINISHED

GRADE

F2F2

F1

F1

PLAN NORTH

Stamp

X1 X2 X3 X4 X5

XA

XB

14' - 0"

4' - 8"

/2

16' - 10 1/8"

14' - 8 7/8"

30' - 0"

15' - 7 1/4"

28' - 9 5/8" 62' - 7 5/8"

20' - 2 3/4"

5' - 3"

/8

4' - 10 7/8"

/8

3' - 6"

15' - 4 5/8"

9' - 9 3/8"

45' - 6"

DEMOLISH CMU BLOCK STRUCTURE,

SLAB AND FOUNDATION COMPLETE

DEMOLISH EXISTING 6"

REINFORCED WALK

WAY COMPLETE

EXISTING DIP VAT TO

REMAIN PROTECT

DURING DEMOLITION

4' - 0"

EXISTING DRYING

AREA TO REMAIN.

PROTECT DURING

DEMOLITION .

4' - 0"

D200

D200

D200

D200

EXISTING RIGID FRAME

AND FOOTINGS TO

REMAIN PROTECT

DURING DEMOLITION

DEMOLISH EXISTING

POST AND RAILS

COMPLETE UNLESS

NOTED OTHERWISE.

A T

D R

Y

IN

G A

R E

A

E X

IS

T

IN

G

F E

N C

IN

G

T O

R E

M A

IN

AT DRYING AREA

EXISTING FENCING TO REMAIN

AT DRYING AREA

EXISTING FENCING TO REMAIN

TO REMAIN

EX. FENCING

4' - 8"

EXISTING CONCRETE SUMP.

DEMOLISH EXISTING STEEL

COVER COMPLETE. DEMOLISH

EXISTING 4" CONCRETE WALL

TO 12" BELOW GRADE AND

INFILL WITH COMPACTED

SOIL.

X1 X2 X3 X4 X5

XA

XB

D200

D200

D200

D200 4 3

/8

82' - 6"

19' - 5"

/4

DEMOLISH EXISTING ROOF

PANELS AND PURLINS COMPLETE.

EXISTING RIGID FRAME TO REMAIN.

PROTECT DURING DEMOLITION

A310

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURAL RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx

D. CORDRAY

xxxxx

B. DEAN

D100

DEMOLITION PLANS

08/31/2026

REH

JLF

DRL

4 32

3/16" = 1'-0"D100

DEMOLITION PLAN1

3/16" = 1'-0"D100

DEMOLITION ROOF PLAN2

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

0 2 4 62

PLAN NORTH

PLAN NORTH

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

X1X2X3X4X5

19' - 0"20' - 0"20' - 0"19' - 0"

DEMOLISH EXISTING ROOF

PANELS AND PURLINS

COMPLETE.

EXISTING RIGID

FRAME TO REMAIN

TYPICAL. PROTECT

DURING DEMOLITION

DEMOLISH EXISTING POST

AND RAILS COMPLETE.

DEMOLISH CMU BLOCK

STRUCTURE, SLAB AND

FOUNDATION COMPLETE

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

X1 X2 X3 X4 X5

19' - 0" 20' - 0" 20' - 0" 19' - 0"

DEMOLISH EXISTING

ROOF PANELS AND

PURLINS COMPLETE.

EXISTING RIGID

FRAME TO REMAIN

TYPICAL. PROTECT

DURING DEMOLITION

DEMOLISH EXISTING POST

AND RAILS COMPLETE.

DEMOLISH CMU BLOCK

STRUCTURE, SLAB AND

FOUNDATION COMPLETE

EXISTING DIP VAT TO

REMAIN PROTECT DURING

DEMOLITION

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

XAXB

28' - 1 1/4"

DEMOLISH EXISTING

ROOF PANELS AND

PURLINS COMPLETE.

EXISTING RIGID

FRAME TO REMAIN

TYPICAL. PROTECT

DURING DEMOLITION

DEMOLISH EXISTING POST

AND RAILS COMPLETE.

DEMOLISH CMU BLOCK

STRUCTURE, SLAB AND

FOUNDATION COMPLETE

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

XA XB

28' - 1 1/4"

DEMOLISH EXISTING

ROOF PANELS AND

PURLINS COMPLETE.

EXISTING RIGID

FRAME TO REMAIN

TYPICAL. PROTECT

DURING DEMOLITION

DEMOLISH EXISTING POST

AND RAILS COMPLETE.

DEMOLISH CMU BLOCK

STRUCTURE, SLAB AND

FOUNDATION COMPLETE

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURAL RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx

D. CORDRAY

xxxxx

B. DEAN

D200

EXTERIOR ELEVATIONS DEMOLITION

08/31/2026

REH

JLF

DRL

5 32

1/4" = 1'-0"D200

EXTERIOR ELEVATION DEMOLITION1

1/4" = 1'-0"D200

EXTERIOR ELEVATION DEMOLITION2

1/4" = 1'-0"D200

EXTERIOR ELEVATION DEMOLITION3

1/4" = 1'-0"D200

EXTERIOR ELEVATION DEMOLITION4

SCALE: = 1'-0"

0 4 84

1/4"

A200

A200

A200

A200

A300

A300

A300

PEN

PEN

PEN

PEN

PEN

PEN

PEN

PEN

PEN

10 PEN

DRYING AREA

DIP VAT

LOCATION OF REVERSE

SWING GATE TYPICAL

SEE SHEET A501.

LOAD / UNLOAD #1

LOAD / UNLOAD #2

8' HOLDING AREA

42" CIRCULATION PATH

X1 X2 X3 X4 X5

XA

XB

A.0

B.1

FT

FT

FTFTFTFT

FT

FT

FT

FT

WT WT WT

WT

WT WT

WT

WT WT WT WT

96" WIDE MAINTENANCE

GATE TYPICAL

HB HB

HB HB

NEW LEVEL CONCRETE

ABOVE EXISTING VAT

ACCESS SEE 1/A310

MAIN POWER PANEL

SEE ELECTRICAL DRAWINGS

FT

15' - 0" 20' - 0" 19' - 0" 20' - 0" 20' - 0" 19' - 0" 16' - 0"

/4

PEN

A310

CONCRETE WALKWAY,

FENCING AND GATES THIS

AREA PART OF ADDITIVE

ALTERNATE #1. RIGID FRAME

MEMBERS PART OF BASE BID.

PROVIDE SWING GATE AND

CORNER POST THIS LOCATION

ONLY IF ADDITIVE ALTERNATE

#1 IS NOT ACCEPTED.

SQUEEZE CHUTE. BASIS

OF DESIGN: PRIEFERT "THE

RANCHER" MODEL S0191

OR APPROVED EQUAL.

6" BOLLARD TYP.

SEE 2/A110.

6" BOLLARD TYP.

SEE 2/A110.

ROTUNDA WITH

BLACKOUT PANELS

AS DETAILED ON

SHEET A503.

LEGEND

FT

WT

FEED TROUGH. NOT IN CONTRACT.

WATER TROUGH NOT IN CONTRACT.

WATER TROUGH FILL VALVE DROP

DOWN FROM OVERHEAD

HB WASH DOWN HOSE BIB DROP DOWN

FROM OVERHEAD TO 6' ABOVE WALK

SURFACE.

X1 EXISTING COLUMN LINE

1 NEW COLUMN LINE COLUMN LINE

BLACK OUT PANELS

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURAL RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx

D. CORDRAY

xxxxx

B. DEAN

A100

OVERALL PLAN

08/31/2026

REH

JLF

DRL

6 32

3/16" = 1'-0"A100

OVERALL PLAN1

PEN SCHEDULE

NUMBER NAME AREA

1 PEN 478 SF

2 PEN 479 SF

3 PEN 464 SF

4 PEN 533 SF

5 PEN 533 SF

6 PEN 488 SF

7 PEN 477 SF

8 PEN 528 SF

9 PEN 277 SF

10 PEN 200 SF

11 PEN 263 SF

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

0 4 8 124

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURAL RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx

D. CORDRAY

xxxxx

B. DEAN

A101

OVERALL 3D VIEW

08/31/2026

REH

JLF

DRL

7 32

A101

OVERALL 3D VIEW1

PEN SCHEDULE

NUMBER NAME AREA

1 PEN 478 SF

2 PEN 479 SF

3 PEN 464 SF

4 PEN 533 SF

5 PEN 533 SF

6 PEN 488 SF

7 PEN 477 SF

8 PEN 528 SF

9 PEN 277 SF

10 PEN 200 SF

11 PEN 263 SF

PEN

PEN

PEN

PEN

PEN

PEN

PEN

PEN

PEN

PEN

PEN

X1

X2

X3

X4

X5

B.1

XB

XA

A.0

GENERAL NOTE

1. BLACKOUT PANELS NOT SHOWN FOR CLARITY

SEE OVERALL PLAN ON SHEET A100 FOR

LOCATION.

A200

A200

A200

A300

A300

A300

X1 X2 X3 X4 X5

XA

XB

A.0

B.1

15' - 0" 20' - 0" 19' - 0" 20' - 0" 20' - 0" 19' - 0" 16' - 0"

/4

/4

5' - 10" 4' - 0" 112' - 0" 1' - 0" 4' - 10"

9' - 9 5/8"

/4

/4

/8

/8

/2

/8

5' - 10"

5' - 10"

/4

5' - 3" 3' - 11 1/8" 10' - 9 1/8" 98' - 1 3/8" 9' - 7 3/8"

9' - 9 1/8"

49' - 0"

1' - 5 7/8"

5' - 6"

1' - 5 7/8"

SEE SHEET A111 & A112 FOR ADDITIONAL INFORMATION

47' - 4 1/4" (AREA OF CONCRETE WALKWAY PART OF ADDITIVE ALTERNATE #1)

/8

/8

/4

/8

/8

66' - 4"

/4

15' - 2 5/8"

/4

17' - 2 5/8"

5'

5' - 7 7/8" 5' - 6" 3' - 7 5/8"

6" REINFORCED CONCRETE WALKING SURFACE TYPICAL.

REINFORCE WITH 4"x4"xW4xW4 W.W.M. PROVIDE HEAVY

BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL.

PROVIDE 6" CRUSHED AGGREGATE BASE.

SEE DETAIL 3/A600.

CONTROL JOINT TYPICAL SEE

CONCRETE WALKWAY JOINT

REQUIREMENT NOTES THIS

SHEET.

CONCRETE WALKWAY JOINT REQUIREMENTS:

PROVIDE CONTRACTION JOINTS IN CONCRETE WALKS AT 10'-0" O.C. MAXIMUM AND AT LOCATIONS

SHOWN. SPACE JOINTS TO FORM APPROXIMATELY SQUARE PANELS WITH A MAXIMUM PANEL

ASPECT RATIO OF 1.5:1. SAWCUT JOINTS TO A DEPTH OF NOT LESS THAN ONE-FOURTH OF THE SLAB THICKNESS. PROVIDE FULL-DEPTH ISOLATION JOINTS WHERE WALKS ABUT BUILDINGS, EXISTING

CONCRETE, FOUNDATIONS, COLUMNS, EQUIPMENT PADS, AND OTHER FIXED CONSTRUCTION.

CONTINUE REINFORCING THROUGH CONTRACTION JOINTS UNLESS THE STRUCTURAL DESIGN

REQUIRES OTHERWISE; DISCONTINUE REINFORCEMENT AT ISOLATION JOINTS.

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURAL RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx

D. CORDRAY

xxxxx

B. DEAN

A102

WALKWAY LAYOUT PLAN

08/31/2026

REH

JLF

DRL

8 32

3/16" = 1'-0"A102

WALKWAY LAYOUT PLAN1

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

0 4 8 124

A200

A200

A200

X1 X2 X3 X4 X5

XA

XB

A.0

B.1

126' - 4" 11' - 11"

/4

PROVIDE EXPOSED FASTENER 24 GA.

PEMB METAL ROOF PANEL. INSULATION

AS SPECIFIED IN SECTION 13 34 19

METAL BUILDING SYSTEM.

RIDGE CAP STANDARD

WITH METAL BUILDING

MANUFACTURER

RAKE TRIM STANDARD

WITH METAL BUILDING

MANUFACTURER

RAKE TRIM STANDARD

WITH METAL BUILDING

MANUFACTURER

/8

/8

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURAL RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx

D. CORDRAY

xxxxx

B. DEAN

A103

ROOF PLAN

08/31/2026

REH

JLF

DRL

9 32

3/16" = 1'-0"A103

ROOF PLAN1

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

0 4 8 124

2'-4" SQ.

3' -4

WRAP IN 4" WIDE REFLECTIVE

TAPE, ASTM D4956 - TYPE VII

(WHITE)

MOUND CONCRETE

6" SCH. 40 STEEL BOLLARD CONCRETE FILLED.

PAINT AN APPROVED WHITE.

TWO 16" #4 BARS THREADED THROUGH A ≈3/4"

HOLE AND TACK WELDED. ONE EACH WAY.

CONCRETE

2"

GROUND

SURFACE

MOUND 1"

AROUND BASE

2"

X1

XA

XB

A.0

B.1

PEN

PEN

PEN

PEN

EXISTING DRYING AREA

LINES INDICATE LOCATION OF

REVERSE SWING GATE TYPICAL

SEE SHEET A501 FOR DETAILS.

PROVIDE SECONDARY POST AT

EACH SIDE OF ALL REVERSE

SWING GATES TO ISOLATE GATE

ASSEMBLY FROM PEN WALL

FRAMING SEE DETAIL 1/A601.

LOAD / UNLOAD #1

LOAD / UNLOAD #2

4' - 1 7/8"

2' - 4 1/8" 2' - 4 1/8" 4' - 0"

0' - 4 1/2"

9' - 0"

0' - 4 1/2"

3' - 10" 3' - 10" 8' - 5 1/2" 2' - 8" 4' - 0" 2' - 7 3/8"

/4

/4

/2

/2

/8

/2

/2

/8

/4

/2

/2

8' - 0"

/8

2' - 3 3/8" 2' - 4 1/4" 2' - 9" 1' - 5 1/4"1' - 3 3/4" 2' - 9 3/8" 8' - 5 1/2" 2' - 5 3/8"

0' - 0 5/8"

2' - 6" 8' - 5 1/2" 2' - 3" 2' - 3" 4' - 0" 0' - 6"

/8

/4

/8

3' - 10" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 1' - 0" 3' - 0"

/4

/8

" 2

/8

/2

" 2

/4

2' - 2 7/8"

2' - 6"

2' - 6" 3' - 0" 4' - 0" 3' - 0"

2' - 6"

2' - 6"

0' - 4 1/2"

7' - 6"

0' - 4 1/2"

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

2' - 6" 2' - 6" 2' - 6" 1' - 9"

0' - 4 1/2"

7' - 6"

0' - 4 1/2"

2' - 6" 2' - 6"

0' - 4 1/2"

7' - 6"

0' - 4 1/2"

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

3' - 11 5/8"

EXISTING FENCING TO REMAIN

POST CONTINUES TO STRUCTURE

ABOVE FOR WATER LINE TO

WATER TROUGH SUPPORT. SEE

DETAIL 4/A600 FOR POST

FOUNDATION AND CONNECTION

AT STRUCTURE ABOVE.

MAINTENANCE GATE TYPICAL. SEE SHEET A502.

A511

A511

A510

A510

A511

A510

A512

1' - 0"

1' - 0"

6" BOLLARD TYP. SEE 2/A110.

6" BOLLARD TYP. SEE 2/A110.

0' - 3 1/8"

2' - 2 7/8"

/4

KEY PLAN

N.T.S

AREA

A

AREA

B

AREA

C

1 2 X1 X2 X3 X4 X5

XA

B.1

A.0

XB

GENERAL NOTES

1. SEE DETAIL 1/A600 FOR POST AND RAIL

DETAIL AT NATURAL GRADE.

2. SEE DETAIL 2/A600 FOR POST AND RAIL

DETAIL AT WALKWAY SURFACE.

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURAL RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx

D. CORDRAY

xxxxx

B. DEAN

A110

ENLARGED PEN LAYOUT PLAN AREA A

08/31/2026

REH

JLF

DRL

10 32

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

0 2 4 62

3/8" = 1'-0"A110

ENLARGED PEN LAYOUT PLAN AREA A1

PEN SCHEDULE AREA A

NUMBER NAME AREA

1 PEN 478 SF

2 PEN 479 SF

7 PEN 477 SF

8 PEN 528 SF

PLAN NORTH

1 1/2" = 1'-0"A110

BOLLARD DETAIL2

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

01 1

X1 X2 X3

XA

XB

A.0

B.1

PEN

PEN

PEN

DRYING AREA

/8

4' - 0"

1' - 0" 3' - 4" 4' - 0"

4' - 0"

4' - 0" 4' - 0" 4' - 0"

4' - 0"

2' - 6"

2' - 6" 3' - 6" 2' - 3" 0' - 4 1/2"

7' - 6"

0' - 4 1/2"

2' - 6" 2' - 6"

0' - 4 1/2"

7' - 6"

0' - 4 1/2"

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

/4

/4

/8

/4

/8

/4

/8

2' - 6"

2' - 6"

1' - 9 3/8" 0' - 4 1/2"

7' - 6"

0' - 4 1/2"

3' - 11 5/8" 2' - 6" 2' - 6" 3' - 6 3/4" 3' - 2 1/4"

0' - 4 1/2"

7' - 6"

0' - 4 1/2"

2' - 6"

EXISTING DIP VAT

LOCATION OF REVERSE

SWING GATE TYPICAL SEE

SHEET A501 FOR DETAILS.

PROVIDE RAIL INFILL

AT EXISTING OPENING.

PROVIDE RAIL INFILL

AT EXISTING OPENING.

SLIDING GATE SEE

DETAIL 1/A401

SLIDING GATE SEE

DETAIL 2/A401

MAINTENANCE GATE TYPICAL.

SEE SHEET A502.

A511 1 A511

A511

A510

A510

A510

A512

A510

A510

A510

A511

A511

A512

0' - 6" 3' - 6" 4' - 0" 4' - 0" 4' - 0" 3' - 6" 0' - 6" 4' - 0" 2' - 3 1/2" 2' - 3 1/2" 8' - 5 1/2" 2' - 5 1/2"

0' - 0 1/2"

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

LINES INDICATE LOCATION OF

REVERSE SWING GATE TYPICAL SEE

SHEET A501 FOR DETAILS. PROVIDE

SECONDARY POST AT EACH SIDE OF

ALL REVERSE SWING GATES TO

ISOLATE GATE ASSEMBLY FROM PEN

WALL FRAMING SEE DETAIL 1/A601.

A512

A512

6' - 7 7/8" 3' - 6"

2' - 4 1/2"

1' - 10" 2' - 1 5/8" 2' - 6" 2' - 6" 3' - 6" 4' - 0" 4' - 0" 3' - 6" 2' - 6"

PROVIDE SWING GATE AND

CORNER POST THIS LOCATION

ONLY IF ADDITIVE ALTERNATE

#1 IS NOT ACCEPTED.

SHADED AREA OF FENCING

AND GATES ARE PART OF

ADDITIVE ALTERNATE #1

2' - 7 3/8"

1' - 4 5/8"

4' - 0" 2' - 8" 8' - 5 1/2" 2' - 5 3/4" 2' - 5 3/4" 8' - 5 1/2" 2' - 5" 4' - 0" 2' - 7 7/8"

KEY PLAN

N.T.S

AREA

A

AREA

B

AREA

C

1 2 X1 X2 X3 X4 X5

XA

B.1

A.0

XB

GENERAL NOTES

1. SEE DETAIL 1/A600 FOR POST AND RAIL

DETAIL AT NATURAL GRADE.

2. SEE DETAIL 2/A600 FOR POST AND RAIL

DETAIL AT WALKWAY SURFACE.

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURAL RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx

D. CORDRAY

xxxxx

B. DEAN

A111

ENLARGED PEN LAYOUT PLAN AREA B

08/31/2026

REH

JLF

DRL

11 32

3/8" = 1'-0"A111

ENLARGED PEN LAYOUT PLAN AREA B1

PEN SCHEDULE AREA B

NUMBER NAME AREA

3 PEN 464 SF

4 PEN 533 SF

9 PEN 277 SF

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

0 2 4 62

PLAN NORTH

X3 X4 X5

XB

A.0

B.1

PEN

PEN

PEN

PEN

1' - 4 1/8" 4' - 0" 4' - 0" 8' - 5 1/2" 2' - 2 3/8"

0' - 1 5/8"

2' - 4" 8' - 5 1/2" 2' - 11" 3' - 0" 3' - 0 1/8" 2' - 11 7/8"

/8

/8

/8

/8

/8

/8

/8

/8

/8

/8

/8

"4

/8

/8

/4

3' - 10" 2' - 10 5/8" 2' - 5 3/8"

1' - 7 5/8"

0' - 6 7/8"

3' - 8" 3' - 8"

0' - 4"

2' - 10 5/8" 2' - 5 3/8"

1' - 7 5/8"

0' - 6 7/8"

2' - 6 1/2" 8' - 5 1/2" 2' - 6" 4' - 0" 2' - 6" 4' - 0" 4' - 0" 8' - 5 1/2" 2' - 6 1/2"

"2

2' - 6" 3' - 6" 4' - 0" 4' - 0" 3' - 6" 2' - 6"

2' - 6"

3' - 2" 4' - 0" 3' - 10" 3' - 0"

2' - 6"

"2

" 2

2' - 6"

0' - 4 1/2"

7' - 6"

0' - 4 1/2"

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

4' - 0" 4' - 0" 4' - 0" 4' - 0"

4' - 0"

4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 0"

/8

/4

3' - 8" 3' - 8"

/4

"3

/2

/8

/8

/8

/4

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

0' - 4 1/2"

7' - 6"

0' - 4 1/2"

2' - 6" 2' - 6"

0' - 4 1/2"

7' - 6"

0' - 4 1/2"

1' - 7 3/4"

1' - 9 1/2"

3' - 0"

1' - 9 3/4"

/4

3'

/8

3' - 10"

1' - 0"

3' - 6" 6' - 10"

1' - 2" 9' - 4"

LOCATION OF REVERSE

SWING GATE TYPICAL SEE

SHEET A501 FOR DETAILS.

ROTUNDA SWING GATE

WITH BLACK OUT PANELS

SEE SHEET A503 FOR

ROTUNDA LOCKING

MECHANISM DETAILS.

MAINTENANCE GATE TYPICAL.

SEE SHEET A502.

BLACKOUT PANELS

AS DETAILED ON

SHEET A503.

A510

A510

A510

A511

A511

A511

A511

A511

A511

A510

A510

1' - 0"

3' - 6" 4' - 0" 4' - 0" 9' - 4"

/4

/8

OUTLINE OF

SQUEEZE

CHUTE.

LINES INDICATE LOCATION OF

REVERSE SWING GATE TYPICAL SEE

SHEET A501 FOR DETAILS. PROVIDE

SECONDARY POST AT EACH SIDE OF

ALL REVERSE SWING GATES TO

ISOLATE GATE ASSEMBLY FROM PEN

WALL FRAMING SEE DETAIL 1/A601.

ROTUNDA GATE LOCKING MECHANISM

STRIKE PLATE TYPICAL OF(8). LOCATE

STRIKE PLATE AT THE CENTER OF EACH

PANEL SECTION.

SHADED AREA OF FENCING

AND GATES ARE PART OF

ADDITIVE ALTERNATE #1

KEY PLAN

N.T.S

AREA

A

AREA

B

AREA

C

1 2 X1 X2 X3 X4 X5

XA

B.1

A.0

XB

GENERAL NOTES

1. SEE DETAIL 1/A600 FOR POST AND RAIL

DETAIL AT NATURAL GRADE.

2. SEE DETAIL 2/A600 FOR POST AND RAIL

DETAIL AT WALKWAY SURFACE.

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURAL RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx

D. CORDRAY

xxxxx

B. DEAN

A112

ENLARGED PEN LAYOUT PLAN AREA C

08/31/2026

REH

JLF

DRL

12 32

3/8" = 1'-0"A112

ENLARGED PEN LAYOUT PLAN AREA C1

PEN SCHEDULE ARE...

NUMBER NAME AREA

5 PEN 533 SF

6 PEN 488 SF

10 PEN 200 SF

11 PEN 263 SF

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

0 2 4 62

PLAN NORTH

Level 2 9' - 5 1/2"

A300

A300

X1X2X3X4X5 2 1

15' - 0"20' - 0"19' - 0"20' - 0"20' - 0"19' - 0"16' - 0"

PROVIDE EXPOSED FASTENER 24 GA.

PEMB METAL ROOF PANEL.

INSULATION AS SPECIFIED IN

SECTION 13 34 19 METAL BUILDING

SYSTEM.

RIDGE CAP STANDARD

WITH METAL BUILDING

MANUFACTURER RAKE TRIM STANDARD

WITH METAL BUILDING

MANUFACTURER

NEW PEN FENCING TYPICAL SEE DETAIL 1/A600

FOR POST AND RAIL DETAIL AT NATURAL

GRADE AND 2/A600 FOR POST AND RAIL DETAIL

AT WALKWAY SURFACE.

RIGID FRAME TYP.

MAINTENANCE GATE

TYPICAL. SEE SHEET A502.

REVERSE SWING GATE TYPICAL

SEE SHEET A501 FOR DETAILS.

8' HIGH ROTUNDA WITH

BLACKOUT PANELS AS

DETAILED ON SHEET

A503. BLACK OUT

PANELS NOT SHOWN

FOR CLARITY.

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

A300

A300

X1 X2 X3 X4 X521

15' - 0" 20' - 0" 19' - 0" 20' - 0" 20' - 0" 19' - 0" 16' - 0"

PROVIDE EXPOSED FASTENER 24

GA. PEMB METAL ROOF PANEL.

INSULATION AS SPECIFIED IN

SECTION 13 34 19 METAL BUILDING

SYSTEM.

RIDGE CAP STANDARD

WITH METAL BUILDING

MANUFACTURERRAKE TRIM STANDARD

WITH METAL BUILDING

MANUFACTURER

NEW PEN FENCING TYPICAL SEE DETAIL 1/A600

FOR POST AND RAIL DETAIL AT NATURAL

GRADE AND 2/A600 FOR POST AND RAIL DETAIL

AT WALKWAY SURFACE.

8' HIGH ROTUNDA WITH

BLACKOUT PANELS AS

DETAILED ON SHEET

A503. BLACK OUT

PANELS NOT SHOWN

FOR CLARITY.

RIGID FRAME TYP.

MAINTENANCE GATE

TYPICAL. SEE SHEET A502.

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

A300

XAXB A.0B.1

10' - 0" 28' - 1 1/4" 10' - 0"

PROVIDE EXPOSED FASTENER

24 GA. PEMB METAL ROOF

PANEL. INSULATION AS

SPECIFIED IN SECTION 13 34 19

METAL BUILDING SYSTEM.

RIDGE CAP STANDARD

WITH METAL BUILDING

MANUFACTURER

RAKE TRIM STANDARD

WITH METAL BUILDING

MANUFACTURER

NEW PEN FENCING TYPICAL SEE DETAIL 1/A600

FOR POST AND RAIL DETAIL AT NATURAL

GRADE AND 2/A600 FOR POST AND RAIL DETAIL

AT WALKWAY SURFACE.

8' HIGH ROTUNDA WITH BLACKOUT

PANELS AS DETAILED ON SHEET A503.

BLACK OUT PANELS NOT SHOWN FOR

CLARITY.

EXISTING RIGID

FRAME TYP.

NEW RIGID FRAME

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

A300

XA XBA.0 B.1

10' - 0" 28' - 1 1/4" 10' - 0"

PROVIDE EXPOSED FASTENER

24 GA. PEMB METAL ROOF

PANEL. INSULATION AS

SPECIFIED IN SECTION 13 34 19

METAL BUILDING SYSTEM.

RIDGE CAP STANDARD

WITH METAL BUILDING

MANUFACTURER

RAKE TRIM STANDARD

WITH METAL BUILDING

MANUFACTURER

NEW PEN FENCING TYPICAL SEE DETAIL 1/A600

FOR POST AND RAIL DETAIL AT NATURAL

GRADE AND 2/A600 FOR POST AND RAIL DETAIL

AT WALKWAY SURFACE.

MAINTENANCE GATE

TYPICAL. SEE SHEET A502.

REVERSE SWING GATE TYPICAL

SEE SHEET A501 FOR DETAILS.

POST CONTINUES TO STRUCTURE ABOVE FOR

WATER LINE TO WATER TROUGH SUPPORT.

SEE DETAIL 4/A600 FOR POST FOUNDATION

AND CONNECTION AT STRUCTURE ABOVE.

NEW RIGID FRAME

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURAL RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx

D. CORDRAY

xxxxx

B. DEAN

A200

EXTERIOR ELEVATIONS

08/31/2026

REH

JLF

DRL

13 32

1/4" = 1'-0"A200

EXTERIOR ELEVATION1

1/4" = 1'-0"A200

EXTERIOR ELEVATION2

1/4" = 1'-0"A200

EXTERIOR ELEVATION3

1/4" = 1'-0"A200

EXTERIOR ELEVATION4

SCALE: = 1'-0"

0 4 84

Level 2 9' - 5 1/2"

A300

XA XBA.0 B.1

A310

PROVIDE EXPOSED

FASTENER 24 GA. PEMB

METAL ROOF PANEL.

INSULATION AS SPECIFIED IN

SECTION 13 34 19 METAL

BUILDING SYSTEM.

RIDGE CAP STANDARD

WITH METAL BUILDING

MANUFACTURER

NEW PEN FENCING TYPICAL SEE DETAIL 1/A600

FOR POST AND RAIL DETAIL AT NATURAL

GRADE AND 2/A600 FOR POST AND RAIL DETAIL

AT WALKWAY SURFACE.

NEW RIGID FRAME

8" ROOF PURLIN

MAINTENANCE GATE

TYPICAL. SEE SHEET A502.

EXISTING DIP VAT8' HIGH ROTUNDA WITH BLACKOUT

PANELS AS DETAILED ON SHEET A503.

BLACK OUT PANELS NOT SHOWN FOR

CLARITY.

PEN FLOOR EXISTING SOILS

6" REINFORCED CONCRETE

WALKING SURFACE

TYPICAL. REINFORCE WITH

4"x4"xW4xW4 W.W.M.

PROVIDE HEAVY BROOM

FINISH PERPENDICULAR TO

PATH OF TRAVEL. PROVIDE

6" CRUSHED AGGREGATE

BASE. SEE DETAIL 3/A600.

REVERSE SWING GATE

TYPICAL SEE SHEET

A501 FOR DETAILS.

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

A300

XA XBA.0 B.1

PROVIDE EXPOSED FASTENER

24 GA. PEMB METAL ROOF

PANEL. INSULATION AS

SPECIFIED IN SECTION 13 34 19

METAL BUILDING SYSTEM.

RIDGE CAP STANDARD

WITH METAL BUILDING

MANUFACTURER

NEW PEN FENCING TYPICAL SEE DETAIL 1/A600

FOR POST AND RAIL DETAIL AT NATURAL

GRADE AND 2/A600 FOR POST AND RAIL DETAIL

AT WALKWAY SURFACE.

NEW RIGID FRAME

8" ROOF PURLIN

EXISTING DIP VAT

PEN FLOOR EXISTING SOILS

6" REINFORCED CONCRETE

WALKING SURFACE

TYPICAL. REINFORCE WITH

4"x4"xW4xW4 W.W.M.

PROVIDE HEAVY BROOM

FINISH PERPENDICULAR TO

PATH OF TRAVEL. PROVIDE

6" CRUSHED AGGREGATE

BASE. SEE DETAIL 3/A600.

REVERSE SWING GATE

TYPICAL SEE SHEET

A501 FOR DETAILS.

SLIDING GATE SEE

DETAIL 2/A401 SLIDING GATE SEE

DETAIL 1/A401

LEVEL 1

0' - 0"

Level 2 9' - 5 1/2"

A300

A300

X1X2X3X4X5 2 1

POST CONTINUES TO STRUCTURE ABOVE FOR WATER

LINE TO WATER TROUGH SUPPORT. SEE DETAIL 4/A600

FOR POST FOUNDATION AND CONNECTION AT

STRUCTURE ABOVE.

PROVIDE EXPOSED FASTENER 24

GA. PEMB METAL ROOF PANEL.

INSULATION AS SPECIFIED IN

SECTION 13 34 19 METAL

BUILDING SYSTEM.

RAKE TRIM STANDARD

WITH METAL BUILDING

MANUFACTURER

NEW PEN FENCING TYPICAL SEE DETAIL 1/A600

FOR POST AND RAIL DETAIL AT NATURAL

GRADE AND 2/A600 FOR POST AND RAIL DETAIL

AT WALKWAY SURFACE.

8' HIGH ROTUNDA WITH

BLACKOUT PANELS AS

DETAILED ON SHEET

A503. BLACK OUT

PANELS NOT SHOWN

FOR CLARITY

RIGID FRAME TYP.

MAINTENANCE GATE

TYPICAL. SEE SHEET A502.

REVERSE SWING GATE

TYPICAL SEE SHEET

A501 FOR DETAILS.

DIP VAT BEYOND

8" ROOF PURLIN TYP.

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURAL RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx

D. CORDRAY

xxxxx

B. DEAN

A300

BUILDING SECTIONS

08/31/2026

REH

JLF

DRL

14 32

1/4" = 1'-0"A300

BUILDING SECTION1

1/4" = 1'-0"A300

BUILDING SECTION2

1/4" = 1'-0"A300

BUILDING SECTION3

SCALE: = 1'-0"

0 4 84

R 0' - 2"

8' - 6"

#5 BAR DOWELS @ 12" O.C. EACH

WAY. CORE EXISTING SLAB 1" LARGER

THAN DOWEL TO A MINIMUM DEPTH

OF 4". SET DOWEL IN 9000 PSI EPOXY

GROUT.

EXISTING VAT WALLM

IN

M

IN

C

O V

E R

CONCRETE BONDING AGENT.

AT ALL SURFACES TO RECEIVE

CONCRETE TOPPING

SAW CUT EXISTING SLAB AT START OF SLOPE

AND REMOVE CONCRETE AS INDICATED. CLEAN

AND TREAT WITH CONCRETE BONDING AGENT

EQUAL TO BASIS OF DESIGN: SIKA THORSEAL

ACRYLIC 60 #801148 CONCRETE BONDING.

TOP OF EXISTING WALKWAY

LEVEL 1

0' - 0"

SLIDING GATE SEE

DETAIL 2/A401

SLIDING GATE SEE

DETAIL 1/A401

EXISTING CONCRETE DIP VAT WALL

XS2 PIPE POST - 2 3/8" O.D.

x .218" WALL THICKNESS

TYPICAL

XS2 PIPE RAIL- 2 3/8"O.D.

x .218" WALL THICKNESS

TYPICAL

8" x 8" X 1/2" STEEL PLATE WELDED

TO POST. ANCHOR PLATE TO

EXISTING DIP VAT CONCRETE

WALL WITH (4) 1/2" x 4" EXPANSION

ANCHORS EACH PLATE. SEE

DETAIL 3/A310.

MAINTENANCE GATE

TYPICAL. SEE SHEET A502.

2' - 8"3' - 0"3' - 0"3' - 0"3' - 0"4' - 0"4' - 0"4' - 0"4' - 0"3' - 0"2' - 2"1' - 2"

/8

0' - 8"

0' - 1 1/2" 0' - 1 1/2"

/2

/2

1/2" STEEL PLATE

PROVIDE 5/8" BOLT HOLE

EXISTING CONCRETE

DIP VAT WALL XS2 PIPE POST - 2 3/8" O.D. x .218"

WALL THICKNESS TYPICAL

WELDING NOTE – CATTLE RAILING AND FENCING

PROVIDE WELDED CONNECTIONS IN ACCORDANCE WITH AWS D1.1.

WELDERS SHALL BE QUALIFIED FOR THE WELDING PROCESSES AND

MATERIALS USED. UNLESS OTHERWISE INDICATED, PROVIDE CONTINUOUS

3/16-INCH FILLET WELDS AROUND THE FULL PERIMETER OF EACH RAIL-TO-

POST, FRAME, BRACKET, AND PLATE CONNECTION. WELDS SHALL BE

UNIFORM, SMOOTH, AND FREE OF CRACKS, POROSITY, UNDERCUT, SHARP

EDGES, AND PROJECTIONS THAT COULD INJURE ANIMALS OR PERSONNEL.

GRIND WELDS AND CUT EDGES SMOOTH WHERE EXPOSED TO ANIMAL

CONTACT. REMOVE SLAG AND WELD SPATTER AND PREPARE WELDED

AREAS FOR THE SPECIFIED PROTECTIVE COATING. PROVIDE VENT AND

DRAIN HOLES IN CLOSED OR HOLLOW MEMBERS AS REQUIRED FOR HOT-

DIP GALVANIZING (ADDITIVE ALTERNATE #2). REPAIR DAMAGED GALVANIZED

COATINGS AFTER FIELD WELDING IN ACCORDANCE WITH ASTM A780. DO

NOT FIELD-WELD OR MODIFY MEMBERS WITHOUT APPROVAL OF THE

CONTRACTING OFFICERS REPRESENTATIVE.

NO. DATE BY DESCRIPTION

REVISIONS

U

S

D

A

PROJECT NO.

DATE

Agricultural Research Service

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SHEET

AGRICULTURAL RESEARCH SERVICE

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD 20705

OF

A-E FIRM

PROJECT MANAGER EPM

DESIGNER PPM

CHECKED BY SAFETY & HEALTH

JOB # REAL PROPERTY

USDA

xxxxx xxxxx

D. CORDRAY

xxxxx

B. DEAN

A310

VAT ACCESS CAP DETAIL

08/31/2026

REH

JLF

DRL

15 32

1 1/2" = 1'-0"A310

VAT ACCESS CAP DETAIL1

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

01 1

1/2" = 1'-0"A310

DIP VAT GUARD RAIL2

1 1/2" = 1'-0"A310

POST BASE PLATE DETAIL3

SCALE: = 1'-0"

0 2 42

1/2"

8'- 0"

2 1/4" x 2 1/4" x 1/4" ANGLE BRACKET @ BASE W/ (2) 5/8"DIA x 3 1/2"

ANCHOR BOLTS W/ WASHER. (3)

REQUIRED FOR THIS GATE.

GATE JAMB SEE 2/A401GATE LATCH / PULL SEE 2/A401

ANCHOR BRACKETS. SEE 2/A401

TOP OF

EXISTING CURB

TOP OF EXISTING CONCRETE WALK

OUTLINE OF

EXISTING DIP VAT

STRUCTURE

EXISTING FENCINGEXISTING FENCING

ANCHOR BRACKETS.

SEE 2/A401CUT AND FORM BOTTOM

OF JAMBS TO FIT CURB

7'-8" 7'-6"

1 3 /4"

9 1 /4"6"

SLIDING GATE PANEL

6'- 1 7

/8"

8 1 /4"

8 1 /2"

8 1 /4"

1/

4"

1/ 4"

3/

8"

2" x 1/4" STEEL

TUBE TYPICAL

6" x 2" x 1/4" STEEL TUBE

7'-1 1/2"

7" 2'-10" 7" 3'-6" 4"

5'- 6"

E

XI

ST

IN

G

FE

NC

E

EXISTING FENCE POST

EXISTING FENCE POST

EXISTING FENCE POST

ADJACENT GATE.

SEE 2/A401

ADJACENT GATE.

SEE 1/A401

ROLLER WHEEL WITHIN GATE

STRUCTURE (4) PER GATE

EXISTING FENCING

EXISTING FENCING EXISTING FENCING

2 1/4" x 2 1/4" x 1/4" ANGLE BRACKET @ BASE W/ (2) 5/8"DIA x 3 1/2"

ANCHOR BOLTS W/ WASHER. (2)

REQUIRED FOR THIS GATE.

SLIDE GATE PANEL

8 1 /4"

8 1 /2"

8 1 /4"

1'- 1 1

/4" 1'-

1 1 /4"

ROLLER WHEEL WITHIN GATE

STRUCTURE (4) PER GATE

2 1/4"

4" 2'-

2 1 /8"

4" 2'-

2 1 /8"

4"

1/4" STEEL PLATE WELD TO EXISTING

GATE POST AND NEW GATE FRAME

1'- 3 3

/4" 2'-

1" 2"

2'- 0 1

/2" 2"

1/4" ANCHOR PLATE. WELD TO EXISTING GATE POST AND NEW GATE FRAME

7" 4 3

/4"

6 1/2"2'-10 1/2"7"3'-6"2"

DIP VAT WALL

EXISTING 6" CONCRETE CURB

AROUND DRYING AREA

EXISTING 6" CONCRETE CURB

AROUND DRYING AREA

2'- 0"

6'- 9 1

/2" 9 3

/4"

(2) OVERSIZED STAINLESS STEEL WASHERS.

MINIMUM THICKNESS 1/8" EACH SIDE IRON WHEEL FOR

.63" DIAMETER AXLE

SEE ELEVATIONS

.63" DIAMETER AXLE BOLT

6 3 /8"

7"

2 3 /8"

3 1/8"

2" x 1/4" x LENGTH AS INDICATED

ANCHOR PLATES. SEE ELEVATION

FOR VERTICAL LOCATION

9"

EXISTING STEEL

FENCE POST

EXISTING RAIL

LINE OF CURB BELOW

1"

(2) VERTICAL 7" X 2" X 1/4" TUBE MEMBERS

2 1/4" x 2 1/4" x 1/4" ANGLE BRACKET @ BASE W/ (2) 5/8"DIA x 3 1/2" ANCHOR BOLTS

W/ WASHER. TYPICAL AT ALL GATE POST

LOCKING LATCH

AND PULL HANDLE

2"

2"R1/2"

1 5/8"2"3 7/8"

7 1/2"

1"5 1/2"1"

2"

1"

R3/8"

1/4" THICK STEEL PLATE

LIFT HANDLE

1/2" DIA. x 1 1/4"

W/ LOCK NUT

1/2" DIA STUD BOLT

1/2"

1/2" DIA. ROD

R1"

4 1 /2"

2" CLEAR

GATE

1"

GATE PULL

GATE LATCHING HARDWARE

3 7/8"

7"

2" 2"

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG. 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

SLIDING GATE DETAILS

A401 16 3208/31/2026

REH

JLF

DRL 5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD, 20705

XXX

B. DEAN

XXX

D. CORDRAY

XXX

SCALE:

SLIDING GATE AT WALKWAY DETAIL

1" = 1'-0"

A401 SCALE:

SLIDING GATE AT CURB DETAIL

1" = 1'-0"

A401

SCALE:

TYPICAL SLIDE GATE SECTION

6" = 1'-0"

A401

EXISTING DIP VAT STRUCTURE

SCALE: 6"=1'-0"

1 1/2" 3" 6" 2'

SCALE: 1"=1'-0"

0 1' 3'

WELDING NOTE - CATTLE RAILING AND FENCING

PROVIDE WELDED CONNECTIONS IN ACCORDANCE WITH AWS D1.1. WELDERS SHALL BE

QUALIFIED FOR THE WELDING PROCESSES AND MATERIALS USED. UNLESS OTHERWISE

INDICATED, PROVIDE CONTINUOUS 3/16-INCH FILLET WELDS AROUND THE FULL PERIMETER

OF EACH RAIL-TO-POST, FRAME, BRACKET, AND PLATE CONNECTION. WELDS SHALL BE

UNIFORM, SMOOTH, AND FREE OF CRACKS, POROSITY, UNDERCUT, SHARP EDGES, AND

PROJECTIONS THAT COULD INJURE ANIMALS OR PERSONNEL. GRIND WELDS AND CUT

EDGES SMOOTH WHERE EXPOSED TO ANIMAL CONTACT. REMOVE SLAG AND WELD

SPATTER AND PREPARE WELDED AREAS FOR THE SPECIFIED PROTECTIVE COATING.

PROVIDE VENT AND DRAIN HOLES IN CLOSED OR HOLLOW MEMBERS AS REQUIRED FOR

HOT-DIP GALVANIZING (ADDITIVE ALTERNATE #2). REPAIR DAMAGED GALVANIZED

COATINGS AFTER FIELD WELDING IN ACCORDANCE WITH ASTM A780. DO NOT FIELD-WELD

OR MODIFY MEMBERS WITHOUT APPROVAL OF THE CONTRACTING OFFICERS

REPRESENTATIVE.

90° 90°

90° 90°

3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3"

5'-6 1/4" (DIMENSION INCLUDES FLANGE WIDTH OF ANGLE AT POST)

5'-6 1/4" (DIMENSION INCLUDES FLANGE WIDTH OF ANGLE AT POST)

SEE REVERSE SWING GATE

ON A501 FOR SPACING

CENTER OF GATE POST CENTER OF GATE POST

7'-6" AND 9'-0"

SEE PLAN FOR GATE WIDTH AND LOCATION.

7'-6" SPACING SHOWN IN THIS ELEVATION DRAWING

7'-6" GATE (CENTER OF POST TO CENTER OF POST)

9'-0" GATE (CENTER OF POST TO CENTER OF POST)

TOP OF CONCRETE WALK

TOP OF GATE WHEEL RAMP BRACKET SET FLUSH WITH TOP OF CONCRETE

1/4

WHEEL RAMP

4" x 4" x 1/4" STEEL ANGLE

4'- 3"

S

EE

R

EV

ER

SE

S W

IN

G

GA

TE

E

LE

VA

TI

ON

T

HI

S

SH

EE

T.

LE

NG

TH

O F

JIG

A

NG

LE

T O

MA

TC

H

6" 4"

2'- 7"

4" 6"

2" 4"

2'- 7"

4"

4" x 4" x 1/4" STEEL ANGLE

5/8"DIA. x 1" SAE

GRADE 5 BOLT

WITH LOCK NUT

5/8"DIA. x 1" ZINC-PLATED

GRADE 5 STEEL FLANGE

HEX-HEAD BOLT. MATCH

THREAD SPACING WITH

BOLTS OF REVERSE

SWING GATE.

7'-6" GATE PLAN

9'-0" GATE PLAN

5/8" DIA.

5'- 3 3

/4"

5/

1/

8"

1/ 8"

1/

8"

1/ 8"

/16

7'-6" OR 9'-0" GATE WIDTH. SEE ENLARGED PEN LAYOUT SHEETS-A110, A111, A112

9'- 0"

3'- 0"

6'- 0"

TOP OF CONCRETE WALK

5 1 /2"

5 3/4"

PROTECTION PLATE

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG. 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

REVERSE SWING GATE

POST INSTALLATION DETAILS

A500 17 323

REH

JLF

DRL 5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD, 20705

XXX

B. DEAN

XXX

D. CORDRAY

XXX

WELDING NOTE - CATTLE RAILING AND FENCING

PROVIDE WELDED CONNECTIONS IN ACCORDANCE WITH AWS D1.1. WELDERS SHALL BE QUALIFIED FOR

THE WELDING PROCESSES AND MATERIALS USED. UNLESS OTHERWISE INDICATED, PROVIDE

CONTINUOUS 3/16-INCH FILLET WELDS AROUND THE FULL PERIMETER OF EACH RAIL-TO-POST, FRAME, BRACKET, AND PLATE CONNECTION. WELDS SHALL BE UNIFORM, SMOOTH, AND FREE OF CRACKS, POROSITY, UNDERCUT, SHARP EDGES, AND PROJECTIONS THAT COULD INJURE ANIMALS OR PERSONNEL.

GRIND WELDS AND CUT EDGES SMOOTH WHERE EXPOSED TO ANIMAL CONTACT. REMOVE SLAG AND WELD SPATTER AND PREPARE WELDED AREAS FOR THE SPECIFIED PROTECTIVE COATING. PROVIDE VENT AND DRAIN HOLES IN CLOSED OR HOLLOW MEMBERS AS REQUIRED FOR HOT-DIP GALVANIZING (ADDITIVE ALTERNATE #2). REPAIR DAMAGED GALVANIZED COATINGS AFTER FIELD WELDING IN ACCORDANCE WITH ASTM A780. DO NOT FIELD-WELD OR MODIFY MEMBERS WITHOUT APPROVAL OF THE

CONTRACTING OFFICERS REPRESENTATIVE.

SCALE:

REVERSE SWING GATE INSTALLATION JIG DETAIL

1 1/2" = 1'-0"

A500

JIG INTENT:

THE JIG IS DESIGNED TO AID IN INSTALLATION OF THE REVERSE SWING GATE. THE OBJECTIVE IS TO ENSURE THE GATE POST ARE VERTICALLY ALIGN WITH EACH OTHER. THIS IS CRITICAL TO THE GATES OPERATION. THE JIG CAN BE USED FOR BOTH GATE WIDTHS AND CAN BE USED FOR EACH INDIVIDUAL GATE INSTALLATION.

PRIOR TO REMOVAL OF THE JIG, ENSURE POST CONCRETE FOUNDATION HAS CURED. PROVIDE BRACING FOR POSTS DURING INITIAL CONCRETE CURING AND AS REQUIRED TO MAINTAIN POST ALIGNMENTS. DELIVER JIG

TO FACILITY PERSONNEL AS DIRECTED.

SCALE:

REVERSE SWING GATE ELEVATION

1 1/2" = 1'-0"

A500

HINGE PLATE. SEE 3/A501

AUTO-LOCK. SEE SHEET A501

4"1 3/4"

2 1/4"5'- 2 7

/8"

2'- 0"

2'- 1 1

/8"

4 3 /16

5 1

/8" 6 7

/8" 5 1

/8" 7"

5 1 /8"

7 1 /4"

5 1 /8"

7 3 /8"

5 1 /8"

11 3/4"

4 7/8"2"2 3/4"2 1/8" 11 3/4"

GATE: XS2" STEEL PIPE

W/ 2-3/8" EXTERIOR DIA.

XS1" STEEL PIPE W/

.957 INTERIOR DIA.

PLAN

HINGE PLATE

1" 10 1/16" 1 3/4"

11 13/16"

4"

HINGE PLATE

HINGE PLATE

5" 1 3/4" 1/4" STEEL SPRING PLATE. SEE

NOTE ABOVE

CONTROL SLOT. BOTTOM

CENTER OF PIPE RAIL

GRADE

2 1/2"

2 1 /16

R1 1/4"

2 1/8" 1 1/2" 3 3/4"

1/2" 1/2" 1/2"

GATE

GATE

GATE VERTICAL MEMBER BELOW

1 1 /2"

COMPRESSION SPRING. BASIS OF DESIGN:

McMASTER-CARR 9657K536 OR APPROVED EQUAL

GRIP. BASIS OF DESIGN:

McMASTER-CARR 97065K152

OR APPROVED EQUAL

3/8

1 3/4"10 1/16"

1"

XS2 STEEL PIPE GATE RAIL

1/4" STEEL SPRING PLATE. WELDED

TO XS2 PIPE. INSERT THROUGH CUT

IN PIPE BOTH SIDES. WELD IN PLACE

AND GRIND SMOOTH.

XS1.5 STEEL PIPE

1/4" x 1.9"DIA. STEEL PLATE

WELDED TO XS1.5 PIPE

1 3/4"

3/8 "R5/16"

R5/1 6"

R5 /16

XS2 STEEL PIPE

WITH 1/4" CAP

WELDED SOLID

HINGE PLATE

PLAN (SHOWN IN LOCKED POSITION)

ELEVATION (SHOWN IN UN-LOCKED POSITION)

ELEVATION (SHOWN IN LOCKED POSITION)

(SHOWN IN UN-LOCKED POSITION)

1'-0 11/16"

2"

1/4

8 1 /2"

1/4

PUDDLE WELD FULL WIDTH

AND GRIND TO SLOPE

1/4" STEEL PLATE

1/4" STEEL PLATE

WHEEL LIFT PLATE. 1/4" STEEL PLATE

GROUND

3/8" BASE PLATE

1/4" LIFT PLATE

BOTTOM RAIL

1/4" x 3 1/16" STEEL PLATE WITH STIFFENERS

6 1/4"

CASTER. BASIS OF DESIGN: McMASTER-CARR

2407T27 OR APPROVED EQUAL

CASTER

GATE LIFT PLATE

PLAN

FRONT ELEVATIONSIDE ELEVATION

8 1/4"

5"

3/4 " D

IA

1/2

7/16"

1/4" HEAVY DUTY COILED SPRING PIN

STEEL BAR

LOCK PIN

R1/2

R1/2"

/16

LOCKING PIN TABS

R1/2"

R1/2"

1 1/2"

4"

3/4"

5/8"

1 1/2"

1 1 /2"

3/4"

4"

1 1/2"

3/4"

1 1 /2"

R1/2"

4"

1 1/2"

3 3/4"

3" 6 3

/8"

3/4" DIA.

STEEL BAR

1 1/2"

3/4"

1 1/2"

4'- 0"

3 3/4"

3 3/4"

1/4" PROTECTION PLATES

(SHOWN IN LOCKED POSITION)

SCALE:

GATE HINGE DETAIL

3" = 1'-0"

A501

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATEc P.A.

FIRM

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

THE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

EDINBURG - KERRVILLE BLDG. 4

DIP VAT REDESIGN

MOORE FIELD EDINBURG, TEXAS

REVERSE SWING GATE DETAILS

A501 18 3208/31/2026

REH

JLF

DRL 5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE MD, 20705

XXX

B. DEAN

XXX

D. CORDRAY

XXX

SCALE:

AUTO-LOCK DETAIL

3"…