Attachment 3: Drawings
Updated
A PDF document (8.6 MB) attached to Replacement Cattle Dip Vat Drip Pad (Edinburg, TX), from the Agricultural Research Service. Due Dec 16, 2026, 12:00 PM (UTC-6).
File name: Attachment 3 Drawings.pdf
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U.S. DEPARTMENT OF AGRICULTURE
AGRICULTURAL RESEARCH SERVICE
EDINBURG - KERRVILLE BLDG 4
DIP VAT REDESIGN
A/E CONTRACT NO: 12805B23D0001
A/E ORDER NO: 1232SA25F0384
EDINBURG - KERRVILLE BLDG 4
22675 N MOOREFIELD RD
MAB6419
35% SUBMITTAL
(DEVELOPED TO 100%)
DRAWING INDEX
DRAWING
NUMBER
SHEET
00 - GENERAL
G100
10 - STRUCTURAL
S001
S100
20 - ARCHITECTURAL
D100
D200
A100
A101
A102
A103
A110
A111
A112
A200
A300
A310
A401
A501
A502
A600
30 - PLUMBING
P100
40 - ELECTRICAL
ED100
E001
E100
EL100
E600
E700
VICINITY MAP
NUMBER OF
DRAWINGS
LOCATION MAP
SHEET NAME
COVER SHEET
PROJECT LOCATION:
EDINBURG - KERRVILLE BLDG. 4
22675 N MOOREFIELD RD
MAB6419
STRUCTURAL ABBR. AND LEGEND
FOUNDATION PLAN
DEMOLITION PLANS
EXTERIOR ELEVATIONS DEMOLITION
OVERALL PLAN
OVERALL 3D VIEW
WALKWAY LAYOUT PLAN
ROOF PLAN
ENLARGED PEN LAYOUT PLAN AREA A
ENLARGED PEN LAYOUT PLAN AREA B
ENLARGED PEN LAYOUT PLAN AREA C
EXTERIOR ELEVATIONS
BUILDING SECTIONS
VAT ACCESS CAP DETAIL
SLIDING GATE DETAILS
SWING GATE DETAILS
MAINTENANCE GATE DETAILS
DETAILS
PROJECT LOCATION
PLUMBING PLAN
ELECTRICAL DEMOLITION
ELECTRICAL GENERAL NOTES AND LEGEND
POWER PLAN
LIGHTING PLAN
PANEL SCHEDULE
LIGHTING SLIDES
N MOOREFIELD ROAD
NO.
DATE
BY
DISCRIPTION
REVISIONS
A-E FIRM
USDA
U
S
D
A
PROJECT MANAGER EPM
Designer
xxxxx
DESIGNER
Author
PPM
xxxxx
CHECKED BY
Checker
SAFETY & HEALTH
xxxxx
PROJECT NO.
xxxxx
JOB #
4925-A
REAL PROPERTY
xxxxx
DATE
04/20/2026
Agricultural
Research
Service
USDA AGRICULTURAL RESEARCH SERVICE
EDINBURG - KERRVILLE BLDG 4
DIP VAT REDESIGN
MOORE FIELD EDINBURG, TEXAS
COVER SHEET
AGRICULTURE RESEARCH SERVICE
5601 SUNNYSIDE AVENUE
RM 3-2102
BELTSVILLE MD 20705
SHEET
G100
TENSION AND DEVELOPMENT SPLICE LENGTHS - f'c = 3000 psi CONCRETE
BAR
SIZE
OTHER BAR
(INCHES)
TOP BAR OTHER BAR EMBED
(INCHES) (INCHES) (INCHES)
LEG LENGTH
(INCHES)
#3
BEND DIA.
(INCHES)
2.25
#4
#5
3.75
#6
4.5
#7
5.25
#8
7.1
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.
7.2
7.3
TENSION AND DEVELOPMENT SPLICE LENGTHS - f'c = 4000 psi CONCRETE
7.4
134 MPH
RISK CATEGORY
WIND IMPORTANCE FACTOR
I
1.0
WIND EXPOSURE
COMPONENTS AND CLADDING DESIGN PRESSURE
DEVELOPMENT LENGTH
BAR
SIZE
12 PSF
EARTHQUAKE DESIGN DATA:
SEISMIC IMPORTANCE FACTOR
OCCUPANCY CATEGORY
SS
S1
SITE CLASS
SDS
SD1
SEISMIC DESIGN CATEGORY
SEISMIC RESISTING SYSTEM
STANDARD 90 DEGREE HOOK
TOP BAR
(INCHES)
1.0 MINIMUM DESIGN LOADS AND REQUIREMENTS IN ACCORDANCE
WITH IBC, 2024
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