Attachment 1 to Addendum 1_Drawings.pdf

www.coffman.comwww.coffman.com

221 N. Wall Street, Suite 500 Spokane, WA 99201 ph 509.328.2994

SHEET OF

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DRAWN

CEI PROJ. NO.

COFFMAN ENGINEERSC

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SHEET NO:

SHEET TITLE:

USDA/APHIS

CONTAINMENT FACILITY

BUILDING 6403

MOORE AIR BASE

EDINBURG, TEXAS

COFFMAN PROJECT # 212431

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PM

10/17/2025

HENRY

HIGHFIELD

8050.07

G-000

COVER SHEET

FINAL TURNOVER

NUMBER TITLE

GENERAL

G-000 COVER SHEET

G-001 GENERAL NOTES

G-002 ACCESSIBILITY STANDARDS

LIFE SAFETY

LS101 FIRST FLOOR LIFE SAFETY PLAN

ARCHITECTURE

A-001 SYMBOLS & ABBREVIATIONS

A-002 TYPICAL MOUNTING HEIGHTS AND CLEARANCES

AD101 DEMOLITION FLOOR PLAN

AD110 DEMOLITION ROOF PLAN

AD111 DEMOLITION REFLECTED CEILING PLAN

A-101 FIRST FLOOR PLAN

A-110 ROOF PLAN

A-111 FIRST FLOOR REFLECTED CEILING PLAN

A-201 BUILDING ELEVATIONS

A-211 BUILDING SECTIONS

A-301 WALL SECTIONS

A-302 WALL SECTIONS

A-401 ENLARGED PLANS & ELEVATIONS - LABORATORY 1

A-402 ENLARGED PLANS & ELEVATIONS - LABORATORY 2

A-403 ENLARGED PLANS & ELEVATIONS - LABORATORY 3

A-405 ENLARGED PLAN AND ELEVS - RESTROOMS

A-406 INTERIOR ELEVATIONS AND DETAILS

A-410 INTERIOR ELEVATIONS

A-420 SHOWER DETAILS

A-501 PARTITION TYPES

A-505 CASEWORK DETAILS

A-506 STAINLESS STEEL CASEWORK

A-550 INTERIOR WALL PARTITION TYPICAL DETAILS

A-560 WALL TYPICAL DETAILS

A-561 TYPICAL DETAILS

A-565 TYPICAL ROOF DETAILS

A-566 TYPICAL ROOF DETAILS

A-567 EXTERIOR ROOF DETAILS

A-591 OPENING DETAILS

A-601 DOOR SCHEDULE

A-603 FINISH SCHEDULE

A-604 FINISH MATERIAL LEGEND

A-801 CEILING DETAILS

A-802 CEILING DETAILS

USDA APHIS MOORE AB - BUILDING 6403 RENOVATION

ARTHROPOD CONTAINMENT FACILITY

22675 N MOOREFIELD RD

EDINBURG, TEXAS 78541

AREA MAP

VICINITY MAP

PROJECT

LOCATION

PROJECT

LOCATION

CONSULTANT TEAM

ARCHITECTURAL:

KZF DESIGN

700 BROADWAY ST.

CINCINNATI, OH 45202

CONTACTS:

MATTHEW KING

MATTHEW.KING@KZF.COM

DANIELLE HENRY

DANIELLE HENRY@KZF.COM

ENGINEERING:

COFFMAN ENGINEERS

221 N. WALL STREET, SUITE 500

SPOKANE, WA 99201

CONTACTS:

MECHANICAL:

TRACI HANEGAN

TRACI.HANEGAN@COFFMAN.COM

PARKER MATTHEWS

PARKER.MATTHEWS@COFFMAN.COM

ELECTRICAL

MATTHEW VERHEUL

MATTHEW.VERHEUL@COFFMAN.COM

KURT NIVEN

KURT.NIVEN@COFFMAN.COM

PLUMBING

P-001 PLUMBING LEGENDS AND ABBREVIATIONS

PD101 UNDERSLAB PLUMBING DEMO PLAN

PD102 PLUMBING DEMO PLAN

P-101 UNDERSLAB PLUMBING PLAN

P-102 PLUMBING PLAN

P-401 ENLARGED PLUMBING PLANS

P-501 PLUMBING DETAILS

P-701 PLUMBING SCHEDULES

NUMBER TITLE

MECHANICAL

M-001 GENERAL MECHANICAL NOTES & ABBREVIATIONS

MD101 MECHANICAL DEMO PLAN

MD102 MECHANICAL PIPING DEMO PLAN

MD110 MECHANICAL DEMO ROOF PLAN

M-100 MECHANICAL ZONE PLAN

M-101 MECHANICAL PLAN

M-102 MECHANICAL PIPING PLAN

M-110 MECHANICAL ROOF PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-601 MECHANICAL DIAGRAMS

M-602 MECHANICAL DIAGRAMS

M-603 MECHANICAL DIAGRAMS

M-701 MECHANICAL SCHEDULES

M-702 MECHANICAL SCHEDULES

M-703 MECHANICAL SCHEDULES

ELECTRICAL

E-001 ABBREVIATIONS, GENERAL SYMBOLS, AND SHEET INDEX

E-002 GENERAL NOTES

ED101 DEMOLITION SITE PLAN - ELECTRICAL

ED111 DEMOLITION FLOOR PLAN - LIGHTING

ED121 DEMOLITION FLOOR PLAN - ELECTRICAL

ED122 DEMOLITION ROOF PLAN - ELECTRICAL

ED601 ONE-LINE - DEMO

ED721 EXISTING PANEL SCHEDULES

ED722 EXISTING PANEL SCHEDULES

E-101 SITE PLAN - ELECTRICAL

E-111 FIRST FLOOR PLAN - LIGHTING

E-121 FIRST FLOOR PLAN - POWER

E-122 ROOF PLAN - ELECTRICAL

E-131 FIRST FLOOR PLAN - SYSTEMS

E-132 ENLARGED FIRST FLOOR PLAN - SYSTEMS

E-601 ONE-LINE - NEW

E-701 LIGHTING SCHEDULE

E-711 EQUIPMENT CONNECTION SCHEDULE

E-721 REVISED PANEL SCHEDULES

E-722 REVISED PANEL SCHEDULES

DRAWING INDEX

N

REV DATE DESCRIPTION

01 8/12/26 ADDENDUM 1

12639526Q0184, Amendment 0001

PROJECT GENERAL NOTES

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ALL WORK SHOWN ON THESE DRAWINGS IS TO BE BY THE CONTRACTOR UNLESS

INDICATED OTHERWISE. CONTRACTOR TO VISIT SITE PRIOR TO BIDDING TO BECOME

FAMILIAR WITH EXISTING CONDITIONS.

DIMENSIONING:

DO NOT SCALE DRAWINGS - DIMENSIONS ON DRAWINGS WILL TAKE

PRECEDENCE OVER SCALED DIMENSIONS

LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE DRAWINGS UNLESS

NOTED OTHERWISE

REFER TO ENLARGED PLANS FOR DIMENSIONS, CASEWORK, MATERIALS AND

WALL TYPES, UNLESS OTHERWISE SHOWN

ALL DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH ALL OF THE

WORK OF ALL TRADES

ALL NEW WALLS ARE DIMENSIONED FROM FACE OF STUD/MASONRY TO FACE

OF STUD/MASONRY UNLESS NOTED OTHERWISE

DIMENSIONS FROM EXISTING WORK ARE FROM FINISHED FACE OF WALLS OR

ITEMS

ALL DIMENSIONS SHALL BE VERIFIED & COORDINATED WITH ALL OF THE WORK

OF ALL TRADES.

THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE

DRAWINGS AND AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ALL DISCREPANCIES,

OMISSIONS AND CONFLICTS BEFORE BIDDING. THE CONTRACTOR SHALL VISIT THE SITE

AND BE KNOWLEDGEABLE OF CONDITIONS THEREON. HE OR SHE SHALL INVESTIGATE,

VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND SHALL

NOTIFY THE ARCHITECT OF ANY SITE CONDITIONS REQUIRING MODIFICATION BEFORE

PROCEEDING WITH THE WORK.ANY DETAILS, SYSTEMS, OR MATERIALS

(ARCHITECTURAL, ENGINEERING, ETC.) WHICH ARE PROPOSED TO BE CHANGED MUST

FIRST BE REVIEWED BY THE ARCHITECT, PRIOR TO BIDDING- NO SUBSTITUTIONS OR

DEVIATIONS FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT PRIOR

WRITTEN APPROVAL FROM THE ARCHITECT AFTER BIDS ARE RECEIVED.

DIFFERING TRADE CONTRACTORS TO COORDINATE ALL BUILT-IN FIXTURES /

EQUIPMENT AND SUPPLY ALL NECESSARY INFORMATION FOR CUT-OUTS TO BE

PERFORMED.

THE ARCHITECTURAL AND ENGINEERING DRAWINGS ARE OF EQUAL IMPORTANCE IN

DEFINING THE WORK OF THE CONTRACT DOCUMENTS, HOWEVER, ALL ENGINEERING

DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR(S) AND SUB-CONTRACTOR(S) TO COORDINATE

WORK WITH THE ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE

INSTALLATION OF ANY MECHANICAL, PLUMBING, LOW VOLTAGE, OR ELECTRICAL WORK.

ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND ENGINEERING DRAWINGS AND

SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR

CLARIFICATION PRIOR TO BIDDING- ANY WORK INSTALLED IN CONFLICT WITH THE

ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT THE

CONTRACTOR'S EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER OR

ARCHITECT.

NOTES ARE NOT INTENDED TO BE STRICTLY LIMITED TO THE AREAS IDENTIFIED AND

SHALL APPLY ELSEWHERE AS APPLICABLE. ALL NOTES AND TYPICAL DETAILS ARE TO

BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. DETAILS MARKED

"TYPICAL" SHALL APPLY IN ALL SIMILAR CASES UNLESS OTHERWISE NOTED ON THE

DRAWINGS. NOTES MAY APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND

MATERIALS; NOTES ON ANY ONE SHEET ARE TO BE APPLIED TO RELATED DRAWING

SHEETS AND DETAILS. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE

SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE

DETERMINED, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

CONTACT BETWEEN DISSIMILAR METALS SHALL BE PROTECTED TO PREVENT GALVANIC

CORROSION.

FASTENERS USED IN PRESSURE TREATED WOOD SHALL HAVE THE APPROPRIATE

FACTORY COATINGS TO PREVENT CORROSION DUE TO MOISTURE AND / OR THE

WOOD'S CHEMICAL PRESERVATIVES.

CONTRACTOR TO MAINTAIN BUILDING EGRESS AT ALL TIMES DURING CONSTRUCTION.

ALL CONSTRUCTION DEBRIS SHALL BE PROMPTLY REMOVED FROM PREMISES AND

DISPOSED OF OR RECYCLED IN AN APPROPRIATE AND LEGAL MANNER.

PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED

FOR MECHANICAL AND PLUMBING EQUIPMENT AND DEVICES. ACCESS PANELS

LOCATED IN FINISHED AREAS SHALL BE FACTORY FINISHED OR FIELD PAINTED TO

MATCH ADJACENT SURFACES.

NOTIFY THE DESIGNER OF RECORD OF ANY PRODUCTS THAT ARE DISCONTINUED OR

ARE NO LONGER AVAILABLE. ALL PRODUCT SUBSTITUTIONS SHALL ONLY BE APPROVED

BY THE DESIGNER, AND SHALL BE ACCOMPANIED WITH COST DATA SHOWING THE

POTENTIAL SAVINGS TO THE OWNER.

THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DELIVERY OF LONG LEAD

TIME PRODUCTS TO ENSURE THAT THE PROJECT IS COMPLETED ON SCHEDULE.

ELECTRICAL (SUB-) CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL DRAWINGS

INCLUDING INTERIOR ELEVATIONS. PROVIDE ADEQUATE POWER AND DATA OUTLETS

FOR ALL REFRIGERATORS, FREEZERS, MICROWAVES, COFFEE MACHINES, ICE

MACHINES, ETC. AT LOCATIONS WHERE DEVICES SHOWN ON DRAWINGS. IF

CONFLICT/ISSUES ARISE BETWEEN THESE DRAWINGS AND ELECTRICAL DRAWINGS,

COORDINATE BETWEEN ARCHITECT AND ELECTRICAL ENGINEER BEFORE BIDDING

PROJECT.

ALL ELECTRICAL BOXES, CONTROL BOXES, TECHNOLOGY BOXES, FIRE EXTINGUISHER

CABINETS, ETC. SHALL BE OFFSET SO AS NOT TO ALIGN IN PARTITIONS WITH FIRE AND /

OR STC RATINGS.

PLUMBING AND MECHANICAL (SUB-) CONTRACTORS ARE RESPONSIBLE FOR

REVIEWING ALL DRAWINGS INCLUDING INTERIOR ELEVATIONS. PROVIDE ADEQUATE

SUPPLY, DRAINING, COOLING, ETC FOR ALL REFRIGERATORS, FREEZERS,

MICROWAVES, COFFEE MACHINES, ICE MACHINES, ETC. AT LOCATIONS WHERE

DEVICES SHOWN ON DRAWINGS. IF CONFLICT/ISSUES ARISE BETWEEN THESE

DRAWINGS AND ELECTRICAL DRAWINGS, COORDINATE BETWEEN ARCHITECT AND

MECHANICAL ENGINEER BEFORE BIDDING PROJECT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND CONTINUOUS

MAINTENANCE OF ALL WORK INCLUDING NEW AND EXISTING EQUIPMENT FROM

DAMAGE AND SHALL PROTECT THE OWNERS' PROPERTY FROM DAMAGE OR LOSS BY

DUST, DIRT, WATER, THEFT, FIRE OR ANY OTHER PHYSICAL DAMAGE IN CONNECTION

WITH THE CONTRACT. WORK SHALL BE COMPLETED DURING OCCUPANCY BY THE

OWNER AND PHASED IN A MANNER AS AGREED TO IN WRITING AND PHASING

DOCUMENTATION. ANY AREA OF WORK IN NEED OF ACCESS BY THE CONTRACTOR

BEYOND PHASED SCOPE AREA IS SHALL BE INFORMED TO THE OWNER PRIOR TO

INITIATION OF WORK INVOLVED.

THE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE,

HANDLING, REMOVAL, DISPOSAL, OR EXPOSURE OF PEOPLE TO HAZARDOUS

MATERIALS IN ANY FORM, INCLUDING BUT NOT LIMITED TO ASBESTOS PRODUCTS,

POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES.

THE CONTRACTOR AND ALL SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT

INFORMATION PERTINENT TO THEIR WORK MAY OCCUR IN OTHER PORTIONS OF THE

CONTRACT DOCUMENTS.

REFER TO ARCHITECTURAL, DEMOLITION & ENGINEERING DRAWINGS FOR ADDITIONAL

GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS.

DURING THE COURSE OF THE PROJECT, THE CONTRACTOR SHALL BE SOLELY AND

COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB

INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE

WORK. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, OR OTHER

DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY. THIS REQUIREMENT SHALL

APPLY CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE OWNER

AND/OR THE ARCHITECT EXERCISE NO CONTROLS OVER THE SAFETY OR ADEQUACY

OF ANY EQUIPMENT, BUILDING COMPONENTS, SCAFFOLDING, FORMS OR OTHER WORK

AIDS USED IN OR ABOUT THE PROJECT, OR IN THE SUPERINTENDING OF THE SAME.

THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS FROM ANY AND

ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF

WORK ON THIS PROJECT. THE OWNER AND/OR ARCHITECT ARE NOT RESPONSIBLE

FOR SAFETY IN, ON OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE

APPROPRIATE PARTY OF ANY REGULATIONS RELATING THERETO.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY MEASURE

NECESSARY TO COMPLY WITH ANY OWNER DUST CONTROL ORDINANCE.

CONTRACTOR TO PROVIDE OWNER PROJECT MANAGER AND CONTRACT ENGINEER

WITH ACCESS TO ALL WORK ON THE JOBSITE AT ALL TIMES; INCLUDING THE

NECESSARY SAFETY EQUIPMENT FOR ACCESS AND/OR ANY LADDERS, LIFTS,

SCAFFOLDING, ETC. NEEDED FOR ACCESS.

CONTRACTOR TO VERIFY IN FIELD EXISTING EQUIPMENT AND COORDINATE WITH

OWNER BEST PRACTICE IN PROTECTING EQUIPMENT FROM DAMAGE DURING WORK.

PROJECT SUMMARY

THE USDA CONTAINMENT BUILDING 6403 AT MOORE AIR BASE HAS

AGING EQUIPMENT AND BUILDING COMPONENTS IN NEED OF

REPLACEMENT. THE BUILDING LABORATORY SPACES REQUIRE

MODIFICATIONS TO FLOOR AREA, CABINETRY, AND VENTILATION FOR

OPERATIONAL REQUIREMENTS.

THE ITEMS TO BE INCLUDED IN THE BASE BID VS ALTERNATES ARE

IDENTIFIED THROUGHOUT THE BID DOCUMENTS AND LISTED HERE:

BASE BID:

FACILITY

REPLACE AIR-COOLED CHILLERS, CHILLED WATER PUMPS, AND

FACILITY CHILLED WATER PIPING.

REMOVE ALL 12 AIR HANDLING UNITS, REPLACE WITH 8 NEW.

REMOVE AND REPLACE ALL DUCTWORK, GRILLES, REGISTERS,

DIFFUSERS, AND OUTSIDE AIR ROOF CAPS.

REMOVE ALL 10 EXHAUST FANS, REPLACE WITH 8 NEW.

REPLACE ALL BUILDING DDC CONTROLS.

REPLACE STEAM BOILER SYSTEM INCLUDING STEAM AND

CONDENSATE PIPING THROUGHOUT FACILITY. RELOCATE THE

EXISTING FEEDWATER TREATMENT SYSTEM WITHIN THE

MECHANICAL ROOM.

REMOVE ABANDONED MECHANICAL PIPING THROUGHOUT THE

FACILITY (VACUUM AND RO WATER PIPING).

REPLACE ACOUSTIC CEILING TILE AND LIGHTING IN OCCUPIED

SPACES THROUGHOUT THE FACILITY, EXCEPT FOR THE 4 ROOMS

IDENTIFIED AS ALTERNATE 01.

REPLACE THE BUILDING ROOFING TO INCLUDE ROOF SOFFITS

AND GUTTERS. INSTALL NEW FALL PROTECTION RAIL ALONG

ROOF PERIMETER.

DOOR MODIFICATIONS AND REPLACEMENTS, DOOR HARDWARE

REPLACEMENTS, ACCESS CONTROL MODIFICATIONS TO INCLUDE

DOOR INTERLOCKS.

REMODEL ENTRY AND BATHROOM TO INCLUDE NEW FLOOR

LAYOUT, PLUMBING FIXTURES, DOOR LOCATIONS, CEILINGS,

FLOORS, AND LIGHTING.

INSTALL NEW AIR CURTAINS AT LABORATORY ACCESS POINTS.

LABS

REMODEL LABORATORY 114 AND INFILL EXISTING EMERGENCY

EXIT. INSTALL NEW FUME HOOD AND EMERGENCY SHOWER WITH

FLOOR DRAIN.

INSTALL NEW ENERGY RECOVERY MAKEUP AIR HANDLING UNIT

TO SERVE LABORATORY SPACES INCLUDING EXTERIOR

DUCTWORK, AIR CONTROL VALVES, AND DUCT HEATERS.

REPLACE FLOORING IN LAB ROOMS AND HEAD HOUSE.

REPLACE CASEWORK AND MODIFY ELECTRICAL IN LABORATORY

ROOMS 114, 101, AND 107. REPLACE SINKS AND INSTALL NEW

POINT-OF-USE INSTANT WATER HEATERS.

HEADHOUSE

INSTALL HOOD AND FAN OVER AUTOCLAVE

NEW FLOOR SINK AND DRAINAGE PIPING NEAR AHU-12. NEW RO

PIPE AND FAUCET TO HEADHOUSE SINK AND NEW DRINKING

FOUNTAIN/ BOTTLE FILLER.

ALTERNATE 01:

REPLACE FLOORING AND WALL BASE.

REFINISH TEST ROOM 108, TEST INTAKE 109, AUTOCLAVE 110B

AND PASSAGEWAY 110C WALLS AND DOOR FRAMES COMPLETE.

REPAIR DAMAGED CEILING IN TEST ROOM 108 PRIOR TO

RE-FINISHING.

REPLACE LIGHTING AND LIGHTING CONTROLS.

ALTERNATE 02:

DEMO EXTERIOR ELECTRICAL PANEL ‘GREENHOUSE’ AND

ELECTRICAL METER. SEE ELECTRICL DRAWING FOR

REQUIREMENTS.”

REPAINT ENTIRE FACILITY EXTERIOR MASONRY WALLS, SILLS,

HOLLOW METAL DOORS AND FRAMES. PROVIDE RE-FINISH PAINT

TO METAL FASCIA TRIM, GUTTERS, DOWNSPOUTS AND NEW

UTILITY RAILING AS NEEDED TO MATCH PRE-FINISH COLOR.

ALTERNATE 03:

REPAIR SIX ENVIRONMENTAL GROWTH CHAMBERS TO INCLUDE

NEW CONTROLS, PUMP STANDS, AND CONNECTIONS TO NEW

CHILLED WATER AND STEAM/CONDENSATE PIPING.

ALTERNATE 04:

REMOVE EXISTING FLUSH SOLID-CORE WD DOOR, WD FRAME AND

DOOR HARDWARE AT SOUTH WALL OF MAINTENANCE 105 AND

RE-INSTALL DOOR AND DOOR HARDWARE WITH NEW HM FRAME

AT NORTH WALL. INFILL WALL OPENING AND FINISH BOTH SIDES

TO MATCH ADJACENT.

PROJECT CONTAINMENT NOTES

THIS FACILITY IS A CONTAINMENT FACILITY. THERE ARE ADDITIONAL SEALING

REQUIREMENTS TO PREVENT THE ESCAPE OF INSECTS FOR ALL ROOMS EXCEPT RM

227 ELECTRICAL, RM 111 BOILER RM, RM 112 BREAK ROOM AND RM 116 STORAGE.

PIPE AND CONDUIT PENETRATIONS

CORE DRILLED OPENINGS: ANNULAR SPACE MUST BE PACKED WITH

FIRESTOP OR MINERAL WOOL BACKING MATERIAL.

SEALANT APPLICATION: APPLY A CONTINUOUS 1/4-INCH BEAD OF

SILICONE AROUND THE ENTIRE PIPE-TO-WALL INTERFACE ON THE

CLEAN SIDE.

ESCUTCHEON PLATES: INSTALL STAINLESS STEEL SPLIT-PLATES OVER

PENETRATIONS AND SEAL THE INNER AND OUTER RIMS. FILL THE

ENTIRE INTERIOR CAVITY OF THE PLATE WITH RTV SILICONE BEFORE

PRESSING IT FLUSH AGAINST THE DRYWALL, FORCING THE SEALANT TO

COMPRESS TIGHTLY AROUND THE PIPE.

ELECTRICAL OUTLETS AND SWITCHES

GASKET BACKING: INSTALL MOLDED RUBBER OR NEOPRENE (NOT

CLOSED-CELL FOAM) GASKETS BEHIND THE ELECTRICAL BOX AND

DEVICE FACEPLATES BEFORE SCREWING THEM TO THE WALL.

FACEPLATE SEALING: CAULK THE OUTER PERIMETER OF THE WALL

PLATE WITH CLEAR OR WHITE SILICONE. SEAL ALL FOUR SIDES FOR

AIRTIGHT CONTAINMENT.

CONDUIT SEALS: SEAL CONDUITS WITH EXPANDING FOAM OR SEALING

COMPOUND AT THE BOX AFTER WIRING HAS BEEN PULLED AND PRIOR

TO MOUNTING DEVICES.

LIGHT FIXTURES

FIXTURES: PROVIDE SEALED AND GASKETED LIGHTING FIXTURES, WITH

A MINIMUM RATING ISO 8.

HOUSING-TO-CEILING SEAL: APPLY A CLEANROOM GRADE, NEUTRAL-

CURE SILICONE AROUND THE PERIMETER FLANGE OF THE LIGHT

FIXTURE WHERE IT MEETS THE CEILING GRID OR DRYWALL.

ACCESS PANELS: ADD GASKETS TO ALL ACCESS PANEL SCREWS,

WHERE NOT ALREADY PROVIDED BY MANUFACTURER, FOR FIXTURE

AND LIGHTING CONTROL DEVICES INCLUDING REMOTE BALLASTS,

POWER PACKS AND RELAYS, OCCUPANCY SENSORS, ETC.

THERMOSTATS AND SENSORS

WALL MOUNTS: MOUNT TEMPERATURE, HUMIDITY, AND PRESSURE

SENSORS OVER A CLOSED-CELL GASKET PAD.

WIRE ACCESS: SEAL THE HOLE WHERE LOW-VOLTAGE WIRES

PENETRATE THE DRYWALL BEHIND THE THERMOSTAT USING PUTTY OR

CAULK.

PERIMETER BEADING: RUN A NEAT BEAD OF WHITE OR CLEAR SILICONE

AROUND THE SENSOR BODY WHERE IT TOUCHES THE WALL.

JOINTS AND CORNERS

JOINTS WALL-TO-CEILING/WALL: SEAL ALL VERTICAL AND HORIZONTAL

DRYWALL AND CEILING JOINTS WITH A SMOOTH, CONCAVE BEAD OF

STRUCTURAL SILICONE.

WALL-TO-WALL JOINTS: SEAL ALL VERTICAL AND HORIZONTAL DRYWALL

JOINTS WITH A SMOOTH, CONCAVE BEAD OF STRUCTURAL SILICONE.

FLOOR-TO-WALL AND CORNER TRANSITIONS

FLOOR-TO-WALL RUBBER BASE: INSTALL BASE 1/8 ” ABOVE FLOOR

MATERIAL. SEAL WITH CONTINUOUS BEAD OF POLY URETHANE

SEALANT AT TOP AND BOTTOM. APPLY A 100% SOLID, CONTINUOUS

BED OF ADHESIVE TO THE BACK OF THE BASE MATERIAL. DO NOT SPOT-

APPLY ADHESIVE.

FLOOR-TO-WALL TILE BASE: SEAL WITH CONTINUOUS BEAD OF POLY

URETHANE SEALANT AT TOP. APPLY A 100% SOLID, FULL BED OF

ADHESIVE TO THE BACK OF THE BASE MATERIAL. DO NOT SPOT-APPLY

ADHESIVE.

CASEWORK/COUNTERS: RUN A CONTINUOUS BEAD OF HIGH-

MOVEMENT POLYURETHANE SEALANT ALONG BOTH THE TOP

BACKSPLASH (COUNTER-TO-DRYWALL) AND ALONG CASEWORK EDGES

(BASE-TO-FLOOR/WALL) TO TRAP ANY PESTS TRAVELING INSIDE THE

WALL CAVITIES.

COVE BASE SEALING: STANDARD VINYL COVE BASE CREATES A

HOLLOW INSECT RUNWAY BEHIND THE WALL. AND IS NOT PERMITTED IN

CONTAINMENT AREAS. YOU MUST USE AN INTEGRAL POURED EPOXY

COVE OR A SEALED SOLID STRAIGHT RESILIENT BASE.

ADHESIVE STANDARD: APPLY A 100% SOLID, CONTINUOUS BED OF

ADHESIVE TO THE BACK OF THE BASE MATERIAL. DO NOT SPOT-APPLY

ADHESIVE.

TOP AND BOTTOM BEADS: RUN A CONTINUOUS BEAD OF HIGH-

MOVEMENT POLYURETHANE SEALANT ALONG BOTH THE TOP LIP (BASE-

TO-DRYWALL) AND THE BOTTOM LIP (BASE-TO-FLOOR) TO TRAP ANY

PESTS TRAVELING INSIDE THE WALL CAVITIES.

DATA AND LOW-VOLTAGE

CABLE BUNDLES: BUNDLED WIRES INSIDE CONDUITS CREATE

MINIATURE TUNNELS FOR INSECTS. SEPARATE THE WIRES SLIGHTLY AT

THE CONDUIT OPENING AND PACK THE SPACES BETWEEN INDIVIDUAL

STRANDS WITH NON-HARDENING DUCT-SEALING PUTTY.

HVAC, VENTS, AND RETURNS

SUPPLY AND EXHAUST GRILLES: SEE DRAWING NOTES FOR MESH

SCREENS AND FILTERS. APPLY SILICONE SEALANT AROUND FRAMES OF

ALL GRILLES.

A.

B.

C.

D.

E.

F.

G.

H.

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K.

L.

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COORDINATE ALL DEMOLITION WORK WITH NEW WORK PLANS.

DO NOT COMMENCE DEMOLITION WORK IN ANY AREA UNTIL ALL

UTILITIES HAVE BEEN CAPPED, PLUGGED, DISCONNECTED, OR

OTHERWISE MADE SAFE FOR WORK TO PROCEED.

DO NOT CUT OR DRILL EXISTING FLOOR JOISTS, BEAMS,

COLUMNS, OR OTHER STRUCTURAL ELEMENTS, UNLESS

SPECIFICALLY INDICATED IN DRAWINGS. VERIFY ALL

STRUCTURE LOCATIONS PRIOR TO COMMENCEMENT OF WORK.

CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ALL SURFACES

AFFECTED BY DEMOLITION OR NEW WORK CARRIED OUT BY ALL

TRADES. REFER MECHANICAL-PLUMBING-ELECTRICAL

DRAWINGS TO VERIFY ALL LOCATIONS WHERE WORK OCCURS.

CONTRACTOR IS TO PAINT ALL WALL SURFACES AFFECTED BY

DEMOLITION OR NEW WORK UNLESS OTHER FINISH IS

INDICATED: REPAINT-REFINISH IS TO RUN FROM CORNER-TO-

CORNER OF AFFECTED WALL UNLESS OTHER LIMIT FOR

REFINISH IS SHOWN.

WHERE EXISTING EQUIPMENT, PIPING, DUCTS, & SIMILAR ITEMS

ARE REQUIRED TO BE REMOVED, SUCH REMOVAL SHALL BE

COMPLETE, INCLUDING BUT NOT LIMITED TO, ANCHORS,

HANGERS, FOUNDATIONS & ACCESSORIES AFTER REMOVAL.

REPAIR, MAKE SMOOTH, MATCH ADJACENT SURFACES AND

PREP FOR NEW FINISH TREATMENT AT ALL LOCATIONS WHERE

DEMOLITION HAS OCCURRED.

REMOVE EXISTING FLOORING MATERIAL & BASE IN AREAS

SCHEDULED TO RECEIVE NEW FINISHES UNLESS OTHERWISE

INDICATED. PATCH AND/OR REPAIR DAMAGED WALL MATERIALS

TO PROVIDE SUITABLE SUBSTRATE FOR NEW BASE. REFER TO

LIST OF ALTERNATES FOR ADDITIONAL INFORMATION.

ALL FLOORS SHALL BE LEVEL AND FREE OF IRREGULARITIES TO

ASSURE CONSISTENT FLOOR HEIGHT.

PROTECT ALL EXISTING FINISHES, EQUIPMENT, FURNITURE AND

FURNISHINGS TO REMAIN ON SITE FROM DAMAGE BY

DEMOLITION AND NEW WORK. CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL DAMAGE TO EXISTING CONSTRUCTION,

EQUIPMENT AND FURNITURE THAT NEEDS TO REMAIN ON-SITE.

DO NOT DISABLE OR DISRUPT BUILDING FIRE OR LIFE SAFETY

SYSTEMS. DO NOT CLOSE OR BLOCK EGRESS TO ANY EXIT, AND

PROVIDE TEMPORARY SIGNAGE FOR EXIT AND BUILDING

EGRESS.

PROVIDE TEMPORARY PROTECTION TO EXTERIOR WALLS

DURING REMOVAL OF EXTERIOR DOOR AND FRAMES,

MECHANICAL AND PLUMBING PENETRATIONS.

PROVIDE TEMPORARY ROOF PROTECTION DURING REMOVAL OF

EXISTING ROOF SYSTEM AND EXTERIOR SOFFITS FOR

REPLACEMENT, NEW AND EXISTING ROOF OPENINGS FOR

MECHANICAL AND PLUMBING PENETRATIONS OR PATCHING,

AND OTHER ROOF INSTALLATIONS.

PROVIDE FIRE STOPPING INSULATION, CAULKING, OR FIRESTOP

SYSTEM AS REQUIRED TO MAINTAIN EXISTING FIRE RATINGS

OF HORIZONTAL OR VERTICAL ASSEMBLIES.

ALL WORK AREAS SHALL BE CLEANED DAILY, AND

CONSTRUCTION MATERIALS SCHEDULED FOR DEMOLITION AND

NOT INDICATED TO BE SALVAGED OR REUSED SHALL BE

PROMPTLY REMOVED FROM PREMISES.

ALL CONTRACTORS ARE RESPONSIBLE FOR FOLLOWING

OWNER’S REGULATIONS FOR USE OF THE SITE AND BUILDING

ACCESS. CONTRACTORS ARE TO COORDINATE WITH OWNER ’S

CONSTRUCTION MANAGER FOR WORK SCHEDULING AND AREAS

OF THE SITE THAT MAY BE OCCUPIED BY OWNER DURING

CONSTRUCTION.

SALVAGE FIRE ALARM AND SAFETY DEVICES, BUILDING

TECHNOLOGY OR SECURITY DEVICES, WALL MOUNTED

FURNISHINGS, FIRE EXTINGUISHERS, SIGNAGE, OR ANY OTHER

WALL/CEILING EQUIPMENT OR FURNISHINGS ON SURFACES

AFFECTED BY WORK. INSPECT ALL SALVAGED MATERIALS

PRIOR TO STORAGE OR REINSTALLATION. MINOR DAMAGE

REQUIRING PAINT TOUCH-UP TO BE COMPLETED BEFORE

REINSTALLATION. SALVAGE MATERIALS OR EQUIPMENT NOT

REINSTALLED ARE TO BE HANDED OVER TO OWNER.

PROVIDE TEMPORARY FIRE EXTINGUISHERS ON SITE AS

NECESSARY FOR FIRE SAFETY.

DEMOLITION GENERAL NOTES

www.coffman.comwww.coffman.com

221 N. Wall Street, Suite 500 Spokane, WA 99201 ph 509.328.2994

SHEET OF

DATE

CHECKED

DRAWN

CEI PROJ. NO.

COFFMAN ENGINEERSC

A

B

C

D

54321

D

C

B

A

1 2 3 4 5

SHEET NO:

SHEET TITLE:

USDA/APHIS

CONTAINMENT FACILITY

BUILDING 6403

MOORE AIR BASE

EDINBURG, TEXAS

COFFMAN PROJECT # 212431

8/

/2

2:

:5

PM

10/17/2025

HENRY

HIGHFIELD

8050.07

G-001

GENERAL NOTES

FINAL TURNOVER

REV DATE DESCRIPTION

01 8/12/26 ADDENDUM 1

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

A. ALL INTERIOR PARTITIONS ARE TYPE A3F UNLESS

INDICATED OTHERWISE. SEE SHEET A-501 FOR

PARTITION TYPES.

B. ROOM NUMBERS ARE FOR CONSTRUCTION PURPOSES

ONLY.

C. ALL DIMENSIONS ARE FROM FACE TO FACE OF FINISH

CONSTRUCTION UNLESS INDICATED OTHERWISE.

D. USE ONLY WRITTEN DIMENSIONS - DO NOT SCALE

DRAWINGS.

E. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND

DIMENSIONS ON THE SITE PRIOR TO COMMENCING

WORK. ALL INQUIRIES AND DISCREPANCIES SHALL BE

DIRECTED TO THE ARCHITECT.

F. ALL WORK SHOWN ON THESE DRAWINGS IS TO BE BY

THE CONTRACTOR UNLESS OTHERWISE INDICATED.

INTERIOR FURNISHINGS AND EQUIPMENT SHOWN FOR

REFERENCE ONLY. ALL CONTRACTORS ARE

RESPONSIBLE FOR LAYING OUT EQUIPMENT PLANS TO

AVOID INTERFERENCES BETWEEN BUILDING

COMPONENTS AND WORK BY OTHERS.

DOOR FRAMES IN GYPSUM BOARD WALLS SHALL BE

LOCATED MINIMUM 4" FROM ADJACENT WALLS, UNLESS

OTHERWISE INDICATED OR REQUIRED BY HARDWARE.

PROVIDE AND COORDINATE BACKING PLATES AND/OR

BLOCKING FOR ALL WALL MOUNTED ITEMS OR SECURED

EQUIPMENT, WALL AND BASE CABINETS, SHELVING,

RAILINGS, GRAB BARS, TOILET ACCESSORIES, LADDERS,

DOOR STOPS, MIRRORS, VISUAL DISPLAY SURFACES,

PLUMBING FIXTURES, LIGHT FIXTURES, ETC.

REPLACE EXISTING GYPSUM BD IN SHOWERS AND

PROVIDE TYPE 'X' MOISTURE-RESISTANT GYPSUM

BOARD AT ALL EXPOSED GYPSUM BOARD PARTITIONS &

CEILINGS.

PROVIDE CEMENT BOARD TILE BACKING PANELS WHERE

WALL TILE FINISHES ARE SCHEDULED.

PROVIDE TYPE 'X' FIRE RATED GYPSUM BOARD AT ALL

FIRE RATED ASSEMBLIES.

PROVIDE ACOUSTICAL SEALANT AT ALL PENETRATIONS

THROUGH WALLS INDICATED TO RECEIVE SOUND BATT

INSULATION.

FINISH ALL GYPSUM BOARD JOINTS AND SCREW HEADS

AT ALL SURFACES EXPOSED TO PUBLIC VIEW.

OPENINGS IN WALLS AND SLABS SHALL BE TIGHT TO

PENETRATING OBJECT- FIRE STOP AS REQUIRED.

ALL OUTSIDE CORNERS AT GYPSUM BOARD SHALL HAVE

CONTINUOUS CORNER BEAD PER SPECIFICATIONS.

ALL EXPOSED GYPSUM BOARD EDGES (AND AS NOTED)

SHALL HAVE CONTINUOUS J-BEAD UNLESS NOTED

OTHERWISE

THIS FACILITY IS A CONTAINMENT FACILITY. THERE ARE

ADDITIONAL SEALING REQUIREMENTS TO PREVENT THE

ESCAPE OF INSECTS FOR ALL ROOMS EXCEPT RM 227

ELECTRICAL, RM 111 BOILER RM, RM 112 BREAK ROOM

AND RM 116 STORAGE. APPLY SEALANT AT ALL JOINTS

BETWEEN FINISH MATERIALS.

A-201

A-201

A-201

A-201

VESTIBULE

100A

WOMEN'S TR

102B

PASSAGE

103A

VEST

100B

MEN'S TR

104B

MAINTENANCE

WOMEN'S

DRESSING

102ALABORATORY

#2

MEN'S

DRESSING

104A LABORATORY

#3

MAIN

LABORATORY

#1

CORRIDOR

C101

EGC 6

EGC6

EGC 5

EGC5

EGC 4

EGC4

EGC 12

EGC12

EGC 11

EGC11

EGC 10

EGC10

PASSAGE

C103

MECH/ELEC

BREAK RM

STORAGE

EGC 3

EGC3

EGC 9

EGC9

EGC 2

EGC2

EGC 8

EGC8

EGC 1

EGC1

EGC 7

EGC7

PASSAGE

C104

TEST ROOM

TEST INTAKE

PASSWAY

110C

AUTOCLAVE

110B

BOILER

ROOM

SERVICE

PASSAGE

GH 5

GH 4

GH 3

GH 2

GH 1

ELECTRICAL

HEADHOUSE

CORR

C102

MECH

103B

EVS

104C

VEST

C105

A-211

A-410

N10F

A-402

A-401

A-403

A-410

FE

FE

N10F 11

A-211

A-211

107'-4"

'-0

'-3

4'-8" 18'-8" 30'-6" 13'-0" 26'-6" 18'-8" 4'-0"

'-6

'-2

'-4

'-8

17'-10" 80'-0" 18'-2"

116'-0"

6'-3" 10'-6" 4'-0" 10'-6" 4'-0" 10'-6" 4'-0" 10'-6" 4'-0" 10'-6" 5'-3"

'-9

7'- 4"

'-6

'-8

A-405

GH5 GH4 GH3 GH2 GH1 C105A

0E

0D

0C

0B

0A

EGC12 EGC11 EGC10

EGC9 EGC8 EGC7

C104

109B

110B.2 110C.2 110C.1

109A

108A 108B

EGC1EGC2EGC3106EGC4EGC5EGC6

110B.1

100A

C102A

FEC FEC

A04

A10

A10

A21 A21 A21 A21 A21

101 107

104D

104B102B

104C

C105B

C103

102C

A34

6'- 7"

A03

A03

A03

PROJECT BASE BID AREA, UNO

ALTERNATE #01:

REPLACE FLOOR FINISH AND WALL BASE

FINISH.

REFINISH TEST ROOM 108, TEST INTAKE

109, AUTOCLAVE 110B AND PASSAGEWAY

110C WALLS AND DOOR FRAMES

COMPLETE.

REPAIR DAMAGED CEILING IN TEST ROOM

108 PRIOR TO RE-FINISHING

REPLACE LIGHTING AND LIGHTING

CONTROLS.

REFER TO MEP DRAWINGS FOR

ADDITIONAL INFORMATION

ALTERNATE #02:

DEMO EXTERIOR GREENHOUSE

PANEL BD

PAINT ENTIRE FACILITY EXTERIOR

ALTERNATE 03:

REPAIR SIX ENVIRONMENTAL

GROWTH CHAMBERS TO INCLUDE

NEW CONTROLS, PUMP STANDS,

AND CONNECTIONS TO NEW

CHILLED WATER AND

STEAM/CONDENSATE PIPING.

A03

A03

A07 A13

A12A12A12A12A12A12

A13A13

A04

A08

A08

A3 F

102A

104A

100B.2103B

100B.1

A35 A35

A35

A36 A36 A36 A36 A36 A37

'-6

A38

ALTERNATE #04:

REMOVE EXISTING FLUSH SOLID-CORE WD

DOOR, WD FRAME AND DOOR HARDWARE AT

SOUTH WALL OF MAINTENANCE 105 AND

RE-INSTALL DOOR AND DOOR HARDWARE

WITH NEW HM FRAME AT NORTH WALL.

INFILL WALL OPENING AND FINISH BOTH

SIDES TO MATCH ADJACENT.

www.coffman.comwww.coffman.com

221 N. Wall Street, Suite 500 Spokane, WA 99201 ph 509.328.2994

SHEET OF

DATE

CHECKED

DRAWN

CEI PROJ. NO.

COFFMAN ENGINEERSC

A

B

C

D

54321

D

C

B

A

1 2 3 4 5

SHEET NO:

SHEET TITLE:

USDA/APHIS

CONTAINMENT FACILITY

BUILDING 6403

MOORE AIR BASE

EDINBURG, TEXAS

COFFMAN PROJECT # 212431

8/

/2

1:

:2

PM

10/17/2025

HENRY

HIGHFIELD

8050.07

A-101

FIRST FLOOR PLAN

FINAL TURNOVER

DRAWING NOTES

GENERAL NOTES

A03 PATCH EXISTING WALL AND FINISH TO MATCH ADJACENT

A04 PROVIDE 1'-0" THICK CONCRETE PAD AT NEW CHILLER

UNITS - REFER TO MECHANICAL DWGS

A07 EXISTING EXPANSION JOINT. REPAIR AND REPLACE

COVER PLATE AND ASSOCIATED PARTS AS NECESSARY

AFTER NEW FLOOR FINISH - MATCH EXISTING.

A08 INFILL EXISTING DOUBLE WYTHE BRICK VENEER WALL

AND FINISH TO MATCH ADJACENT BRICK SIZE, PATTERN

AND WALL FINISH ON BOTH SIDES. TOOTH BRICK IN

PLACE AT FULL HEIGHT OF WALL INFILL.

A10 NEW DOOR, FRAME AND HARDWARE

A12 RE-CAULK EXISTING GREENHOUSE FRAME AT WALL AND

ROOF PERIMETER,

A13 RE-CAULK EXISTING EXPANSION JOINT AT WALL AND

ROOF PERIMETER, BOTH SIDES. REPLACE BACK ROD

WHERE MISSING OR DAMAGED.

A21 EXISTING GREENHOUSE UNIT

A34 NEW HI-LOW ELECTRIC WATER COOLER WITH BOTTLE

FILLER

A35 MECHANICAL AIR CURTAIN - REFER TO MECHANICAL

DWGS

A36 NEW MECHANICAL LOUVER

A37 EXISTING LOUVER TO REMAIN

A38 ALTERNATE 04. NEW DOOR ROOM 105.

ROOM SCHEDULE

NO. ROOM NAME

100A VESTIBULE

100B VEST

101 LABORATORY #2

101A MECH 2

102A WOMEN'S DRESSING

102B WOMEN'S TR

103A PASSAGE

103B MECH

104A MEN'S DRESSING

104B MEN'S TR

104C EVS

105 MAINTENANCE

106 MECH/ELEC

107 LABORATORY #3

107A MECH 3

108 TEST ROOM

109 TEST INTAKE

110B AUTOCLAVE

110C PASSWAY

111 BOILER ROOM

112 BREAK RM

113 ELECTRICAL

114 MAIN LABORATORY #1

114A MECH 1

115 HEADHOUSE

116 STORAGE

120 SERVICE PASSAGE

121 GH 1

122 GH 2

123 GH 3

124 GH 4

125 GH 5

C101 CORRIDOR

C102 CORR

C103 PASSAGE

C104 PASSAGE

C105 VEST

EGC1 EGC 1

EGC2 EGC 2

EGC3 EGC 3

EGC4 EGC 4

EGC5 EGC 5

EGC6 EGC 6

EGC7 EGC 7

EGC8 EGC 8

EGC9 EGC 9

EGC10 EGC 10

EGC11 EGC 11

EGC12 EGC 12

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

01 FIRST FLOOR PLAN - NEW WORK

NN

PLANTRUE

16'4' 8'

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

PLAN LEGEND

EXISTING

NEW WORK

ALTERNATE #01 - SCOPE AREA AS SHOWN IN

PLAN - REFER TO SHEET G-001

ALTERNATE #03 - SCOPE AREA AS SHOWN IN

PLAN - REFER TO SHEET G-001

FLOOR LEVEL

100' - 0"

T/ ROOF

STRUCTURE

110' - 0"

'-6

" 15 '-0

A-211

A-211

E01E01

E04 E01E01

E60

E32

E03

E11

E12

E02E02

E13 E62

'-0

3'- 6"

9'- 9"

1'- 0"

E37

14'-7 3/4" 11'-5 1/4" 34'-1"

E05 E11E05 E22

FLOOR LEVEL

100' - 0"

T/ ROOF

STRUCTURE

110' - 0"

A-211

E01

8'- 0"

1'- 3 3

/4"

E04 E01 E60 E60

E05

E01E01E01 E60

E05

E50

E02E02

E37 E37

E05

E05

18'-4 5/8"

E23E60

FLOOR LEVEL

100' - 0"

T/ ROOF

STRUCTURE

110' - 0"

A-211

6'- 8"9'-

E60

E11 E12

E32

E11

E12

E05

E03

E03

E13 E03

E02E023'- 6"

E37 17'-6"80'-0"17'-0"3 1/2"

E09E09E09

TYP

E09E09

TYP

E37

E12

--- E63E63E63E63E63

01 01 01 01 01

FLOOR LEVEL

100' - 0"

T/ ROOF

STRUCTURE

110' - 0"

E01

A-211

A-211-

E01E01

E04

E32

E02E02

E03 E03

E02

E13E13

E61

E3717'-3"

'-1

3'- 6"

E11

E11

E05

E05 E05

E05 www.coffman.comwww.coffman.com

221 N. Wall Street, Suite 500 Spokane, WA 99201 ph 509.328.2994

SHEET OF

DATE

CHECKED

DRAWN

CEI PROJ. NO.

COFFMAN ENGINEERSC

A

B

C

D

54321

D

C

B

A

1 2 3 4 5

SHEET NO:

SHEET TITLE:

USDA/APHIS

CONTAINMENT FACILITY

BUILDING 6403

MOORE AIR BASE

EDINBURG, TEXAS

COFFMAN PROJECT # 212431

8/

/2

:4 0:

A

M

10/17/2025

HENRY

HIGHFIELD

8050.07

A-201

BUILDING

ELEVATIONS

FINAL TURNOVER

DRAWING NOTES

E01 EXISTING GLASS BLOCK WINDOW

E02 EXISTING BRICK VENEER - REFER TO

ALTERNATE #02 - PAINT TO FINISH

E03 EXISTING CMU - REFER TO ALTERNATE #02 -

PAINT TO FINISH

E04 EXISTING ALUMINUM STOREFRONT

E05 NEW PRE-FINISHED METAL COPING AND

ALUMINUM WRAPPED TRIM BD

E09 NEW METAL LOUVER

E11 REPLACE METAL GUTTER AND CONNECT TO

EXISTING DOWNSPOUT

E12 EXISTING DOWNSPOUT

E13 EXISTING DECORATIVE BRICK WALL - REFER TO

ALTERNATE #02 - PAINT TO FINISH

E22 REPLACE FLASHING AND COUNTERFLASHING

AT ROOF EDGE

E23 REMOVE EXISTING DOOR AND FRAME. INFILL

OPENIING WITH DOUBLE WYTHE BRICK

MASONRY WALL. PROVIDE FLASHING AT HEAD

AND SILL. REFER TO MASONRY WALL INFILL

DETAILS ON SHEET A-560.

E32 EXISTING GREENHOUSE STRUCTURE OVER

CMU WALL, TYP

E37 NEW UTILITY SAFETY GUARD RAILING

E50 MECHANICAL EQUIPMENT - REFER TO

MECHANICAL DRAWINGS

E60 EXTERIOR LIGHT FIXTURE

E61 ELECTRICAL PANEL AND EQUIPMENT - REFER

TO ELECTRICAL DWGS

E62 EXISTING SECURITY CAMERA

E63 RE-CAULK EXISTING GREENHOUSE FRAME AND

WALL AND ROOF PERIMETER

3/16" = 1'-0"A-201

03 EAST ELEVATION

3/16" = 1'-0"A-201

01 NORTH ELEVATION

3/16" = 1'-0"A-201

02 SOUTH ELEVATION

3/16" = 1'-0"A-201

04 WEST ELEVATION

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

4' 12'8'

ALTERNATE #02:

REPAINT ENTIRE FACILITY EXTERIOR

MASONRY WALLS, SILLS, HOLLOW METAL

DOORS AND FRAMES. PROVIDE RE-FINISH

PAINT TO METAL FASCIA TRIM, GUTTERS,

DOWNSPOUTS AND NEW UTILITY RAILING AS

NEEDED TO MATCH PRE-FINISH COLOR.

MAIN

LABORATORY

#1

A-40106

A-40107

C103

A3 F A3

F

N10F

N10F

A3F

F7 C

F7C

F7C

3'- 0"

9'- 9"

E36

E15

A03

A03

E15

A02A02

A30

2'- 7"

'-8

2'-7" 10'-9"

2'-0"

FI

LE

D

VE

RI

FY

8'- 0"

'-0

2'-7"

6'- 0"

6'- 0"

5'-8" 3'-0" 4'-0"

9'-5"

2'- 7"

E31

A06

A02

A08

A10

E16

FIELD VERIFY

17'-9 3/4" +/-

FI

EL

D

VE

RI

FY

'-0

3'-0" 5'-4"

6"

2'- 3 1

/2"

4'-2"

TA-H1

TA-B1

N10F

1'- 6"

1'- 6"

A08

A08

A-506

A-506

A-506

E20

E15

E15E16

E0816'-0"

2'-

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

3'- 4"

TA-H1TA-B1

E42

SINK

KNEE

SPACE

A-506

A-506

E61

E31

E16

E20

E15

5 1/2" FILLER 3'-0" 3'-0" 3'-0"

TA-B1

2'-

6"

E15

A-506

A-506

E42

E20

3'-0" 3'-0" 3'-0" 1'-9" 2'-6"

A-211

2'-

6"

E15

A-506

1'-11"E31E09

E29

4'- 6"

2'- 6"

E15

E20 E28 E20

E15

A-560

02 SIM

A-560

SIM

E36

7'-9"

MAIN

LABORATORY

#1

NO CEILING

C01

7' -0

7'-4"

C01

C04

9'- 9"

3'- 0"

.5' -9

'-9

1'- 6"

4'-2" 3'-0"

C05

C06

C4 A-802

C4 A-802

A.

B.

C.

D.

a.

b.

c.

d.

e.

REFER TO TOILET ACCESSORY SCHEDULE ON SHEET

A-401 FOR ADDITIONAL INFORMATION.

ALL METAL WALL AND BASE CABINETS WITHOUT SINKS

ARE OPEN SHELVED UNITS, UNO

EXPOSED SIDES AND BACKS OF CASE WORK TO BE

FINISHED TO MATCH FRONT SURFACE OF ALL CASE

WORK.

CASEWORK:

NO CAMLOCKS IN WALL OR BASE CABINETS.

KEYED PANEL LOCK TO BE PROVIDED FOR SERVICE

ACCESS AT UNDERSIDE OF SINK BASE CABINETS

WITH PLASTIC LAMINATE PANEL KNEE SPACE.

COORDINATE ALL CASEWORK WITH OTHER FIELDS.

REFER TO ELECTRICAL AND PLUMBING DRAWINGS

FOR CONDUIT/DATA, PIPING LOCATIONS,

CONTRACTOR TO REPORT ANY COORDINAITON

ISSUES BEFORE INSTALLATION BEGINS.

RETURN ALL BACKSPLASH AT END WALL

CONDITIONS U.N.O. SEAL PERIMETER OF

BACKSPLASH AT ADJACENT WALL WITH

CONTINUOUS BEAD TO CLOSE GAPS.

ALL OUTSIDE CORNERS OF COUNTERTOPS SHALL

PROJECT 1" PAST CABINET/SUPPORT AND SHALL

HAVE EASED EDGES CORNER EXCEPT WHERE

COUNTERTOP ABUTTS REFRIGERATORS AND

EQUIPMENT.

www.coffman.comwww.coffman.com

221 N. Wall Street, Suite 500 Spokane, WA 99201 ph 509.328.2994

SHEET OF

DATE

CHECKED

DRAWN

CEI PROJ. NO.

COFFMAN ENGINEERSC

A

B

C

D

54321

D

C

B

A

1 2 3 4 5

SHEET NO:

SHEET TITLE:

USDA/APHIS

CONTAINMENT FACILITY

BUILDING 6403

MOORE AIR BASE

EDINBURG, TEXAS

COFFMAN PROJECT # 212431

8/

/2

2:

:0

PM

10/17/2025

HENRY

HENRY

8050.07

A-401

ENLARGED PLANS &

ELEVATIONS -

LABORATORY 1

FINAL TURNOVER

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

01 ENLARGED PLAN - LAB 1 - RM 114

3/8" = 1'-0"A-401

05 INTERIOR ELEVATION - LAB 1 - RM 114 - EAST

3/8" = 1'-0"A-401

03 INTERIOR ELEVATION - LAB 1 - RM 114 - NORTH

3/8" = 1'-0"A-401

04 INTERIOR ELEVATION - LAB 1 - RM 114 - SOUTH

3/8" = 1'-0"A-401

06 INTERIOR ELEVATION - LAB 1- RM 114 - WEST

3/8" = 1'-0"A-401

07 INTERIOR ELEVATION - MAIN LAB 1 - ISLAND

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

02 ENLARGED CEILING PLAN - LAB 1

DRAWING NOTES

GENERAL NOTESTOILET ACCESSORY SCHEDULE

MARK DESCRIPTION MANUFACTURER MODEL

TA-A1 MULTI-ROLL TOILET TISSUE DISPENSER - SURFACE MOUNTED Bobrick Washroom Equipment, Inc. B-4288 TA-B1 PAPER TOWEL DISPENSER - SURFACE MOUNTED Bobrick Washroom Equipment, Inc. B-2860 TA-D1 SANITARY NAPKIN DISPOSAL - SURFACE MOUNTED Bobrick Washroom Equipment, Inc. B-270 TA-F1 GLASS MIRROR WITH STAINLESS STEEL ANGLE FRAME Bobrick Washroom Equipment, Inc. B-165 TA-F2 GLASS MIRROR WITH STAINLESS STEEL ANGLE FRAME Bobrick Washroom Equipment, Inc. B-165 TA-G1 1-1/4" STAINLESS STEEL GRAB BAR (36") Bobrick Washroom Equipment, Inc. B-5806 TA-G2 1-1/4" STAINLESS STEEL GRAB BAR (42") Bobrick Washroom Equipment, Inc. B-5806 TA-H1 DISPENSER, FOAM SOAP - COORDINATE WITH OWNER Ecolab 92723188 TA-M1 STAINLESS STEEL MOP & BROOM HOLDER (24") Bobrick Washroom Equipment, Inc. B-223

E08 NEW DOOR, HOLLOW METAL FRAME AND

HARDWARE

E09 NEW METAL LOUVER

E15 METAL LABORATORY CASEWORK

E16 METAL LABORATORY CASEWORK WITH DEEP

DOUBLE SINK - COORD WITH PLUMBING DWGS

E20 NEW ST. STL. WALL CABINET WITH OPEN SHELVES

E28 NEW HORIZ ACCESS DOOR PANEL - REFER TO

REFLECTED CEILING PLAN

E29 NEW ACCESS DOOR PANEL

E31 FUME HOOD - OWNER FURNISHED, CONTRACTOR

INSTALLED (OFCI)

E36 NEW MOBILE ST. STL LABORATORY WORK TABLE

E42 EMERGENCY SHOWER/EYE WASH - REFER TO

PLUMBING DWGS

E61 ELECTRICAL PANEL AND EQUIPMENT - REFER TO

ELECTRICAL DWGS

A02 NEW FLOOR FINISH PER FINISH SCHEDULE

A03 PATCH EXISTING WALL AND FINISH TO

MATCH ADJACENT

A06 NEW FURRING WALL FROM FLOOR TO 6"

ABOVE CEILING

A08 INFILL EXISTING DOUBLE WYTHE BRICK

VENEER WALL AND FINISH TO MATCH

ADJACENT BRICK SIZE, PATTERN AND WALL

FINISH ON BOTH SIDES. TOOTH BRICK IN

PLACE AT FULL HEIGHT OF WALL INFILL.

A10 NEW DOOR, FRAME AND HARDWARE

A30 EMERGENCY SHOWER/EYE WASH. SLOPE

FLOOR TO FLOOR DRAIN 1/4" PER FOOT

C01 NEW GYPSUM BD CEILING

C04 NEW GYPSUM BD SOFFIT

C05 16" X 16" ACCESS PANEL

C06 16" X 22" ACCESS PANEL

SEALED CONCRETE FLOOR

SEAMLESS URETHANE FLOORING

CONCRETE SLAB

1/ 4"

3/

" 2"

7/

5/ 8"

DOOR

SEAMLESS URETHANE FLOORING

RESILIENT FLOORING

CONCRETE SLAB

METAL REDUCER: SCHLUTER-RENO-U,

COLOR: TBD OR EQUAL, ADA COMPLIANT

PORCELAIN TILE FLOORING

SEAMLESS URETHANE FLOORING

CONCRETE SLAB

METAL REDUCER: SCHLUTER-RENO-U,

COLOR: TBD OR EQUAL, ADA COMPLIANT

www.coffman.comwww.coffman.com

221 N. Wall Street, Suite 500 Spokane, WA 99201 ph 509.328.2994

SHEET OF

DATE

CHECKED

DRAWN

CEI PROJ. NO.

COFFMAN ENGINEERSC

A

B

C

D

54321

D

C

B

A

1 2 3 4 5

SHEET NO:

SHEET TITLE:

USDA/APHIS

CONTAINMENT FACILITY

BUILDING 6403

MOORE AIR BASE

EDINBURG, TEXAS

COFFMAN PROJECT # 212431

8/

/2

1:

:4

PM

10/17/2025

HENRY

HIGHFIELD

8050.07

A-603

FINISH SCHEDULE

FINAL TURNOVER

ROOM FINISH SCHEDULE

NUMBER ROOM NAME

BASE

FINISH FLOOR FINISH NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING FINISH REMARKS

100A VESTIBULE CT-4 CT-4 PT-1 PT-1 PT-1 PT-1 ACT-1

100B VEST CT-4 CT-4 PT-1 PT-1 PT-1 PT-1 ACT-1

101 LABORATORY #2 SUF-4 SUF-4 EP-1 EP-1 EP-1 EP-1 EXIST GYP / EP-1

102A WOMEN'S DRESSING CT-2B CT-2A CT-1/PT-1 CT-1/PT-1 CT-1/PT-1 CT-1/PT-1 GYP / ACT-1 / PT-4 SHOWER FLOOR - CT-3

102B WOMEN'S TR CT-2B CT-2A CT-1/PT-1 CT-1/PT-1 CT-1/PT-1 CT-1/PT-1 ACT-1

103A PASSAGE RB-1 SUF-4 PT-1 PT-1 PT-1 PT-1 ACT-1

103B MECH RB-1 SC PT-1 PT-1 PT-1 PT-1 NO CEILING

104A MEN'S DRESSING CT-2B CT-2A CT-1/PT-1 CT-1/PT-1 CT-1/PT-1 CT-1/PT-1 GYP / ACT-1 / PT-4 SHOWER FLOOR - CT-3

104B MEN'S TR CT-2B CT-2A CT-1/PT-1 CT-1/PT-1 CT-1/PT-1 CT-1/PT-1 ACT-1

104C EVS RB-1 SC EP-1 EP-1 EP-1 EP-1 EXIST GYP / EP-2

105 MAINTENANCE EXIST / RB EXIST SC EXIST / EP-1 EXIST / EP-1 EXIST / EP-1 EXIST / EP-1 EXIST GYP / EP-2 106 MECH/ELEC EXIST / RB EXIST SC EXIST CMU EXIST CMU EXIST CMU EXIST CMU EXIST GYP / EP-2

107 LABORATORY #3 SUF-4 SUF-4 EP-1 EP-1 EP-1 EP-1 EXIST GYP / EP-1

108 TEST ROOM EXIST / RB EXIST / VCT PT-1 PT-1 PT-1 PT-1 EXIST GYP / PT-4 REFER TO ALTERNATE #01 109 TEST INTAKE EXIST / RB EXIST / VCT PT-1 PT-1 EXIST CMU PT-1 EXIST GYP / PT-4 REFER TO ALTERNATE #01

110B AUTOCLAVE EXIST / RB EXIST / VCT EXIST CMU/ PT-1 EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST GYP / PT-4 REFER TO ALTERNATE #01 110C PASSWAY EXIST / RB EXIST / VCT EXIST CMU/ PT-1 EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST GYP / PT-4 REFER TO ALTERNATE #01 111 BOILER ROOM EXIST / RB EXIST SC EXIST CMU EXIST CMU EXIST CMU EXIST CMU EXIST GYP/ EP-2

112 BREAK RM RB-1 RF-1 PT-1 PT-1 PT-1 PT-1 EXIST GYP / PT-4

113 ELECTRICAL EXIST / RB EXIST SC EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST GYP / EP-2

114 MAIN LABORATORY #1 SUF-4 SUF-4 EP-1 EP-1 EP-1 EP-1 EXIST GYP / EP-1

115 HEADHOUSE SUF-4 SUF-4 EP-1 EP-1 EP-1 EP-1 ACT-2 / EP-2

116 STORAGE RB-1 RF-1 PT-1 PT-1 PT-1 PT-1 EXIST GYP / PT-4

120 SERVICE PASSAGE NO BASE EXIST SC PT-1 PT-1 PT-1 PT-1 NO CEILING / PT-4

121 GH 1 - EXIST SC EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST CMU / PT-1 NO CEILING 122 GH 2 - EXIST SC EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST CMU / PT-1 NO CEILING 123 GH 3 - EXIST SC EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST CMU / PT-1 NO CEILING 124 GH 4 - EXIST SC EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST CMU / PT-1 NO CEILING 125 GH 5 - EXIST SC EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST CMU / PT-1 EXIST CMU / PT-1 NO CEILING

C101 CORRIDOR SUF-4 SUF-4 PT-1 PT-1 PT-1 PT-1 ACT-2

C102 CORR SUF-4 SUF-4 PT-1 PT-1 PT-1 PT-1 ACT-2

C103 PASSAGE SUF-4 SUF-4 PT-1 PT-1 PT-1 PT-1 ACT-2

C104 PASSAGE SUF-4 SUF-4 PT-1 PT-1 PT-1 PT-1 ACT-2

C105 VEST CT-4 CT-4 PT-1 PT-1 PT-1 PT-1 GYPSUM BD / PT-4

GENERAL NOTES

A. REFERENCE SHEET A-551 FOR FLOORING

TRANSITION DETAILS.

B. REFERENCE SHEET A-111 FOR FIRST FLOOR CEILING

PLAN FOR ADDITIONAL INFO.

C. REFERENCE LABORATORY METAL CASEWORK SHOP

DRAWINGS FOR ADDITIONAL INFO.

D. REFERENCE FINISH MATERIAL LEGEND FOR MANUF.,

MATERIAL AND FINISH COLORS.

E. PREPARE EXISTING CONCRETE FLOOR SURFACE AS

REQUIRED FOR NEW FLOOR FINISH.

F. REMOVE EXISTING GYPSUM BD CEILING, PATCH,

REPLACE AND RE-FINISH EXISTING GYPSUM CEILING.

G. PROVIDE CONCRETE SEALER AND FLOOR FINISH TO

EXPOSED CONCRETE FLOOR SURFACES.

H. REMOVE AND REPLACE EXISTING EXPANSION JOINT

COVER PLATES AT FLOOR TO FLOOR, FLOOR TO

WALL AND WALL TO WALL AS NEEDED FOR

REPLACEMENT DUE TO DAMAGE AND FOR INSTALL

OF NEW FLOOR FINISH. MATCH EXISTING EXPANSION

JOINT COVER DIMENSION AND MATERIAL FINISH.

1. REFERENCE INTERIOR ELEVATIONS FOR WALL TILE

LOCATIONS AND PATTERN.

2. EXISTING ROOM FINISH THROUGHOUT TO REMAIN

UNDISTURBED. PATCH AND REPLACE AND FINISH TO

MATCH ADACENT, ONLY AS NEEDED DUE TO OTHER

DISCIPLINE WORK.

3. HOLLOW METAL DOOR FRAMES PAINT PT-X.

CONTRACTOR TO COORDINATE PAINT FINISH WITH

OWNER.

REMARKS

INTERIOR FINISH ABBREVIATIONS

ACT ACOUSTICAL CEILING TILE

CMU CONCRETE MASONRY UNITS

CT CERAMIC TILE

EP EPOXY PAINT

FT FLOOR TILE

GYP GYPSUM BOARD

MFR MANUFACTURER

PL PLASTIC LAMINATE

PT PAINT

RB RESILIENT BASE

RF RESILIENT FLOOR

SC SEALED CONCRETE

SS SOLID SURFACE

SUF SEAMLESS URETHANE FLOORING

VCT VINYL COMPOSITION TILE

NTSA-603

03 RESINOUS FLOORING TO CONCRETE TRANSITION

NTSA-603

02 RUBBER FLOORING TO RESINOUS FLOORING TRANSITION

NTSA-603

01 PORCELAIN TILE TO RESINOUS FLOORING TRANSITION

www.coffman.comwww.coffman.com

Suite 500 Spokane, WA 99201 ph 509.328.2994

SHEET OF

DATE

CHECKED

DRAWN

CEI PROJ. NO.

COFFMAN ENGINEERSC

A

B

C

D

54321

D

C

B

A

1 2 3 4 5

SHEET NO:

SHEET TITLE:

USDA/APHIS

CONTAINMENT FACILITY

BUILDING 6403

MOORE AIR BASE

EDINBURG, TEXAS

COFFMAN PROJECT # 212431

8/

/2

2:

:2

PM

10/17/2025

HENRY

HIGHFIELD

8050.07

A-604

FINISH MATERIAL

LEGEND

FINAL TURNOVER

REV DATE DESCRIPTION

GENERAL HVAC NOTES

1. SHEET METAL DUCTWORK AND COMPONENTS INCLUDING HANGING, SEALING, PLENUMS, & ACCESSORIES SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF SMACNA STANDARDS FOR HVAC DUCT CONSTRUCTION, NFPA 90A, & 90B STANDARDS.

2. ALL DUCTWORK OPENINGS SHALL BE COVERED DURING CONSTRUCTION.

3. ALL DAMPERS SHALL BE SET FULLY OPEN PRIOR TO BALANCING.

4. CONTRACTOR TO PROVIDE TRANSITION TO CONNECT TO ALL MECHANICAL EQUIPMENT. PROVIDE FLEXIBLE CONNECTION ON INTAKE AND DISCHARGE

OF ALL MECHANICAL EQUIPMENT.

5. DUCT DIMENSIONS SHOWN ARE INSIDE SHEET METAL DIMENSIONS OR CLEAR OPENING INSIDE LINED DUCT.

6. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT ATTEMPT TO SHOW ALL REQUIRED OFFSETS. COORDINATE WITH OTHER TRADES AND

PROVIDE ALL NECESSARY OFFSETS.

7. ALL ELBOWS SHALL BE LONG RADIUS ELBOWS WHEREVER POSSIBLE, OR SHALL HAVE TURNING VANES WHERE INDICATED ON PLANS. NO SQUARE

THROAT OR ZERO RADIUS ELBOWS ALLOWED.

8. ALL DUCT BRANCH CONNECTIONS TO DIFFUSER OR GRILLES, TO OR FROM MAIN DUCTS, SHALL INCLUDE MANUAL VOLUME DAMPERS. ALL SPIN-IN FITTINGS SHALL BE CONICAL, RECTANGULAR BRANCH DUCT TAKEOFFS SHALL HAVE 45° TAKEOFFS.

9. PROVIDE CONCEALED DAMPER REGULATORS OR ACCESS DOORS FOR ALL MANUAL VOLUME DAMPERS LOCATED THAT ARE INACCESSIBLE. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. ALL FINAL ACCESS DOOR LOCATIONS SHALL BE APPROVED BY ARCHITECT PRIOR TO

INSTALLATION.

10. 24"x24" ACCESS DOORS SHALL BE PROVIDED FOR ALL MECHANICAL EQUIPMENT LOCATED ABOVE GYPSUM BOARD CEILINGS. ALL FINAL ACCESS

DOOR LOCATIONS SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION.

11. PROVIDE DIFFUSER AND GRILLE FRAMES COMPATIBLE WITH ARCHITECTURAL CEILING TYPES AND COORDINATE LOCATIONS WITH THE

ARCHITECTURAL REFLECTED CEILING PLAN AND ELECTRICAL LIGHTING LAYOUT.

12. ALL DUCTWORK VISIBLE THROUGH RETURN OR SUPPLY GRILLES TO BE PAINTED FLAT BLACK.

13. ALL SUPPLY, RETURN AND EXHAUST AIR DUCTS SHALL HAVE THE TRANSVERSE JOINTS, LONGITUDINAL SEAMS, AND DUCT WALL PENETRATIONS

SEALED AIRTIGHT WITH DUCT SEALANT (SMACNA SEAL CLASS "A").

14. COORDINATE EXACT LOCATIONS OF ALL ROOM THERMOSTATS AND/OR ROOM TEMPERATURE SENSORS WITH ARCHITECT/OWNER PRIOR TO

INSTALLATION.

15. BALANCE AIR SYSTEM TO QUANTITIES SHOWN, AND SUBMIT A COPY OF THE BALANCE REPORT TO THE ENGINEER FOR REVIEW.

16. ALL PENETRATIONS ARE TO BE SEALED PER ARCHITECTURAL PLANS/SPECIFICATIONS.

17. THE MOORE AIR BASE NIAGRA SYSTEM SHALL MONITOR ALL MECHANICAL SYSTEMS AS SPECIFIED IN THE CONTROL DIAGRAMS. THE CONTROLS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DEVICES AS NECESSARY (TO INCLUDE ADDITIONAL SENSORS AND/OR CONTROL MODULES)

FOR INTEGRATION WITH MAB NIAGRA SYSTEM.

GENERAL NOTES

1. CONTRACTOR SHALL SECURE, MAINTAIN, AND PAY FOR ALL REQUIRED PERMITS, LICENSES, AND INSPECTIONS FOR DURATION OF WORK UNLESS

DIRECTED OTHERWISE.

2. ALL WORK SHALL COMPLY WITH THE OWNER'S REQUIREMENTS, AND WITH ALL APPLICABLE STATE AND LOCAL CODES, OR AUTHORITY HAVING

JURISDICTION.

3. SUBSTITUTIONS OF EQUIPMENT OTHER THAN AS SPECIFIED SHALL BE THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR, ANY ADDITIONAL ELECTRICAL, STRUCTURAL, MECHANICAL, OR ARCHITECTURAL REQUIREMENTS SHALL BE PROVIDED AT NO ADDITIONAL EXPENSE TO THE OWNER.

4. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT ATTEMPT TO SHOW ALL REQUIRED OFFSETS. COORDINATE WITH OTHER TRADES AND PROVIDE ALL NECESSARY OFFSETS. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION DETAILS.

5. REFER TO PROJECT MANUAL (SPECIFICATIONS) FOR ADDITIONAL REQUIREMENTS. PLANS AND SPECIFICATIONS SHALL BE TAKEN TOGETHER.

PROVIDE ALL WORK CALLED FOR IN EITHER. IN CASE OF CONFLICT BETWEEN SPECIFICATIONS AND PLANS THE MORE STRINGENT SHALL APPLY.

6. ALL EQUIPMENT AND MATERIAL ON THE JOB SITE PRIOR TO INSTALLATION SHALL BE COVERED AND PROTECTED FROM RAIN, DIRT, DUST, AND

DAMAGE.

7. VERIFY PHYSICAL DIMENSIONS OF EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES CAN BE MET. COORDINATE FINAL EQUIPMENT LOCATIONS W/ GENERAL CONTRACTOR AND OTHER TRADES TO ALLOW FOR REQUIRED MECHANICAL EQUIPMENT CLEARANCES.

8. PROVIDE AN UNOBSTRUCTED PASSAGEWAY MEASURING NO LESS THAN 36" WIDE BY 80" HIGH FROM DOOR INTO THE SPACE TO SERVICEABLE MECHANICAL EQUIPMENT. A LEVEL WORKING SPACE MEASURING NO LESS THAN 30" WIDE BY 36" DEEP MUST BE PROVIDED IN FRONT OF CONTROL

SIDE OF EQUIPMENT FOR SERVICING.

9. PROVIDE NEC CODE MINIMUM HORIZONTAL AND VERTICAL WORKING CLEARANCES FOR ALL ELECTRICAL PANELS AND EQUIPMENT. OFFSET

MECHANICAL WORK AS REQUIRED.

10. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF INSTALLATION STANDARDS AND CONSTRUCTION CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO SHOP FABRICATION AND/OR FIELD INSTALLATION. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER.

11. ALL MECHANICAL EQUIPMENT, MATERIALS, AND INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR. ALL EQUIPMENT SHALL BE COMPLETE, INSTALLED, AND FULLY FUNCTIONAL PRIOR TO FINAL ACCEPTANCE OF THE WORK.

12. INSTALL ALL EQUIPMENT PER MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. ANY CONFLICTS BETWEEN THE MANUFACTURERS DOCUMENTATION AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

13. DO NOT ALLOW ANY WORK TO BE COVERED UP OR ENCLOSED UNTIL INSPECTED, TESTED AND APPROVED BY OWNER'S REPRESENTATIVE OR

AUTHORITY HAVING JURISDICTION.

14. MECHANICAL EQUIPMENT SHALL NOT BE USED FOR TEMPORARY HEATING OR COOLING DURING CONSTRUCTION.

15. PIPES AND WIRING IN PLENUM SHALL BE RATED FOR PLENUM USE. PVC, ABS, AND PLASTIC PIPING IS NOT ACCEPTABLE IN PLENUM APPLICATIONS.

16. ALL DETAILS ARE TYPICAL UNLESS NOTED OTHERWISE.

GENERAL ABBREVIATIONS

ø ROUND or DIAMETER

AAV AUTOMATIC AIR VENT

ABV ABOVE

ACV AIR CONTROL VALVE

AD ACCESS DOOR

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AL ACOUSTIC LINED

AP ACCESS PANEL

APD AIR PRESSURE DROP

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

AWT AVERAGE WATER TEMPERATURE

BAS BUILDING AUTOMATION SYSTEM

BB BASEBOARD

BBD BACKDRAFT DAMPER

BFF BELOW FINISH FLOOR

BHP BRAKE HORSEPOWER

BG BELOW GROUND/GRADE

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNITS PER HOUR

C CENTIGRADE

CC COOLING COIL

CD CEILING DIFFUSER

CFM CUBIC FEET PER MINUTE

CG CEILING GRILLE

CI CAST IRON

CLG CEILING

CO CLEANOUT

COG CLEANOUT TO GRADE

CMU CONCRETE MASONRY UNIT

CM CONDENSATE METER

CONC CONCRETE

CONN CONNECT or CONNECTION

CONST CONSTRUCTION

CONT CONTINUATION

(D) DEMOLISH

DB DECIBEL or DRY BULB

DDC DIRECT DIGITAL CONTROL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DOAS DEDICATED OUTDOOR AIR SYSTEM

DPR DAMPER

DP DIFFERENTIAL PRESSURE

DWG DRAWING

(E) EXISTING

EA EACH

EAT ENTERING AIR TEMPERATURE

ECM ELECTRONICALLY COMMUTATED

MOTOR

ECV EXHAUST CONTROL VAVLE

EF EXHAUST FAN

EG EXHAUST GRILLE

ELEC ELECTRIC or ELECTRICAL

ELEV ELEVATION

ERV ENERGY RECOVERY VENTILATOR

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMPERATURE

ESH EMERGENCY SHOWER

EXH EXHAUST

EXST EXISTING

F FAHRENHEIT

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FD FIRE DAMPER

FFD FUNNEL FLOOR DRAIN

FF FINAL FILTER

FLR FLOOR

FPM FEET PER MINUTE

FPS FEET PER SECOND

FS FLOOR SINK

FSD COMBINATION FIRE/SMOKE DAMPER

FT FOOT/FEET

FV FACE VELOCITY

GA GAGE or GAUGE

GAL GALLON

GALV GALVANIZED

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GRD GRILLE, REGISTER, OR DIFFUSER

H HEIGHT

HB HOSE BIBB

HD HEAD

HP HORSEPOWER

HTG HEATING

HVAC HEATING, VENTILATION AND

AIR CONDITIONING

HWG HIGH WALL GRILLE

HWR HIGH WALL REGISTER

HZ HERTZ

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH or INCHES

INSUL INSULATION

INV INVERT

KW KILOWATT

KWH KILOWATT HOUR

L LENGTH

LAT LEAVING AIR TEMPERATURE

LBS POUNDS

LF LINEAR FOOT/FEET

LVG LEAVING

LWG LOW WALL GRILLE

LWR LOW WALL REGISTER

LWT LEAVING WATER TEMPERATURE

MAX MAXIMUM

MAV MANUAL AIR VENT

MBH 1000 BRITISH THERMAL UNITS

PER HOUR

MCA MINIMUM CIRCUIT AMPACITY

MCC MOTOR CONTROL CENTER

MFR MANUFACTURER

MOP MAXIMUM OVERCURRENT

PROTECTION

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTG MOUNTING

(N) NEW

(NL) NEW LOCATION

N/A NOT APPLICABLE

N/C NORMALLY CLOSED

N/O NORMALLY OPEN

NC NOISE CRITERIA

N.I.C. NOT IN CONTRACT

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

O/C ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

PCV PRESSURE CONTROL VALVE

PD PRESSURE DROP

PH PHASE

PLCS PLACES

POC POINT OF CONNECTION

POUA POINT OF USE ALARM

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH (GAGE)

(REL) RELOCATE/RELOACTED

RA RETURN AIR

RAG RETURN AIR GRILLE

RC ROOF CAP

REQD REQUIRED

R.O. ROUGH OPENING

RPBP REDUCED PRESSURE BACKFLOW

PREVENTER

RPM REVOLUTIONS PER MINUTE

SA SUPPLY AIR

SCV SUPPLY CONTROL VALVE

SD SMOKE DETECTOR

SF SUPPLY FAN

SHT SHEET

SIM SIMILAR

SL SOUNDLINING

SP STATIC PRESSURE

SQ SQUARE

SQ FT SQUARE FOOT/FEET

SS STAINLESS STEEL

STD STANDARD

TAB TESTING, ADJUSTING & BALANCING

THK THICK

TP TRAP PRIMER or TEST PLUG

TR TOILET ROOM

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

TU TERMINAL UNIT

UBC UNIFORM BUILDING CODE

UFC UNIFORM FIRE CODE

UMC UNIFORM MECHANICAL CODE

UPC UNIFORM PLUMBING CODE

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

VA VALVE

VAC VACUUM

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VEL VELOCITY

VFD VARIABLE FREQUENCY DRIVE

VRF VARIABLE REFRIGERANT FLOW

VTR VENT THRU ROOF

W WIDE

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER COLUMN

WCO WALL CLEANOUT

WG WATER GAGE

WH WALL HYDRANT

WPD WATER PRESSURE DROP

WT WEIGHT

DESIGN CONDITIONS

OUTDOORS

VENTILATION

INDOOR

ELEVATION

SUMMER 82.9°F DB / 78.9°F WB

WINTER 36.7°F DB

COOLING 75°F

HEATING 70°F

PER ASHRAE 62.1-2021

80 FT ABOVE SEA LEVEL

LOCATION EDINBURG, TEXAS

PROJECT SUMMARY

THE USDA CONTAINMENT BUILDING 6403 AT MOORE AIR BASE HAS AGING MECHANICAL

EQUIPMENT AND BUILDING COMPONENTS IN NEED OF REPLACEMENT, AND THE BUILDING

LABORATORY SPACES REQUIRE MODIFICATIONS TO VENTILATION FOR OPERATIONAL

REQUIREMENTS. THE FOLLOWING SCOPE ITEMS ARE A SUMMARY OF THE WORK TO BE

COMPLETED AS A PART OF THIS PROJECT, THE ITEMS TO BE…