Attachment 3_Drawings.pdf

www.coffman.com

221 N. Wall Street, Suite 500

Spokane, WA 99201 ph 509.328.2994

SHEET OF

DATE

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CEI PROJ. NO.

COFFMAN ENGINEERSC

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54321

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1 2 3 4 5

SHEET NO:

SHEET TITLE:

USDA/APHIS

CONTAINMENT FACILITY

BUILDING 6403

MOORE AIR BASE

EDINBURG, TEXAS

/1 /2

:0

:0

A

M

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

CHRIS HIGHFIELD

CHRIS.HIGHFIELD@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

MECHANICAL

P-001 PLUMBING LEGENDS AND ABBREVIATIONS

PLUMBING

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-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

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

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

01 83

PROJECT GENERAL NOTES

A. 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.

B. DIMENSIONING:

a. DO NOT SCALE DRAWINGS - DIMENSIONS ON DRAWINGS

WILL TAKE PRECEDENCE OVER SCALED DIMENSIONS

b. LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE

DRAWINGS UNLESS NOTED OTHERWISE

c. REFER TO ENLARGED PLANS FOR DIMENSIONS, CASEWORK, MATERIALS AND WALL TYPES, UNLESS OTHERWISE SHOWN

d. ALL DIMENSIONS SHALL BE VERIFIED AND COORDINATED

WITH ALL OF THE WORK OF ALL TRADES

e. ALL NEW WALLS ARE DIMENSIONED FROM FACE OF

STUD/MASONRY TO FACE OF STUD/MASONRY UNLESS

NOTED OTHERWISE

f. DIMENSIONS FROM EXISTING WORK ARE FROM FINISHED

FACE OF WALLS OR ITEMS

g. ALL DIMENSIONS SHALL BE VERIFIED & COORDINATED WITH

ALL OF THE WORK OF ALL TRADES.

C. 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.

D. DIFFERING TRADE CONTRACTORS TO COORDINATE ALL BUILT-IN

FIXTURES / EQUIPMENT AND SUPPLY ALL NECESSARY

INFORMATION FOR CUT-OUTS TO BE PERFORMED.

E. 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.

F. 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.

G. CONTACT BETWEEN DISSIMILAR METALS SHALL BE PROTECTED

TO PREVENT GALVANIC CORROSION.

H. 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.

I. CONTRACTOR TO MAINTAIN BUILDING EGRESS AT ALL TIMES

DURING CONSTRUCTION.

J. ALL CONSTRUCTION DEBRIS SHALL BE PROMPTLY REMOVED

FROM PREMISES AND DISPOSED OF OR RECYCLED IN AN

APPROPRIATE AND LEGAL MANNER.

K. 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.

L. 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.

M. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING

DELIVERY OF LONG LEAD TIME PRODUCTS TO ENSURE THAT THE

PROJECT IS COMPLETED ON SCHEDULE.

N. 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.

N. 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.

O. 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.

P. 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.

Q. 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.

R. 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.

S. REFER TO ARCHITECTURAL, DEMOLITION & ENGINEERING

DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS,

AND SYMBOLS.

T. 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.

U. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY

MEASURE NECESSARY TO COMPLY WITH ANY OWNER DUST

CONTROL ORDINANCE.

V. 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.

W. 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 GREENHOUSE PANELBOARD.

• REPAINT 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.

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.

A. COORDINATE ALL DEMOLITION WORK WITH NEW WORK PLANS.

B. DO NOT COMMENCE DEMOLITION WORK IN ANY AREA UNTIL ALL

UTILITIES HAVE BEEN CAPPED, PLUGGED, DISCONNECTED, OR

OTHERWISE MADE SAFE FOR WORK TO PROCEED.

C. 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.

D. 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.

E. 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.

F. REPAIR, MAKE SMOOTH, MATCH ADJACENT SURFACES AND

PREP FOR NEW FINISH TREATMENT AT ALL LOCATIONS WHERE

DEMOLITION HAS OCCURRED.

G. 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.

H. ALL FLOORS SHALL BE LEVEL AND FREE OF IRREGULARITIES TO

ASSURE CONSISTENT FLOOR HEIGHT.

I. 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.

J. 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.

K. PROVIDE TEMPORARY PROTECTION TO EXTERIOR WALLS

DURING REMOVAL OF EXTERIOR DOOR AND FRAMES,

MECHANICAL AND PLUMBING PENETRATIONS.

L. 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.

M. PROVIDE FIRE STOPPING INSULATION, CAULKING, OR FIRESTOP

SYSTEM AS REQUIRED TO MAINTAIN EXISTING FIRE RATINGS

OF HORIZONTAL OR VERTICAL ASSEMBLIES.

N. 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.

O. 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.

P. 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.

Q. PROVIDE TEMPORARY FIRE EXTINGUISHERS ON SITE AS

NECESSARY FOR FIRE SAFETY.

DEMOLITION GENERAL NOTES

www.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

/1 /2

:2

:3

P

M

10/17/2025

HENRY

HIGHFIELD

8050.07

G-001

GENERAL NOTES

FINAL TURNOVER

REV DATE DESCRIPTION

02 83

1"

(A)

ELEVATION

(B)

PLAN

6"

3" 6"

17" - 25"

9" 27

M

IN

M A

X

MIN.

8"

LAVATORY

17" MIN. -

25" MAX.

UNOBSTRUCTED HIGH SIDE REACH

(A) (B)

UNOBSTRUCTED SIDE REACH

MAX.

10"

M

IN

M A

X

MAX.

10"

M A

X

M A

X

MAX.

>10" - 24"

M A

X

M A

X

(A) (B)

UNOBSTRUCTED HIGH FORWARD REACHUNOBSTRUCTED FORWARD REACH

48" MIN.

M

IN

M A

X

48" MIN.

MAX.

20"

M A

X

48" MIN.

MAX.

>20" - 24"

M A

X

LIMITS OF PROTRUDING OBJECTS WALL SCONCE AND EXTINGUISHER CABINET

X <2

7"

4" MAX.

X <8

0"

T O

B O

T T

O M

M A

X

T O

4" MAX.

<3"

4" MAX.

3 1/2"

O P

E R

A B

LE

P

A R

T S

WALL SCONCE (A)

RECESSED FIRE

EXTINGUISHER CABINET

CIRCULAR TURNING SPACE T-SHAPED TURNING SPACE

60" MIN.

M

IN

M

IN

M

IN

MIN.

12"

36" MIN. MIN.

12"

(A) (B)

FORWARD PARALLEL

CLEAR GROUND SPACE

FIGURE 305.7.1

MANEUVERING CLEARANCE IN AN

ALCOVE, FORWARD APPROACH

FIGURE 305.7.1

MANEUVERING CLEARANCE IN AN

ALCOVE, PARALLEL APPROACH

M

IN

X > 24"

60" MIN.

X

5"

48" MIN.

M

IN

M

IN

48" MIN.

M

IN

48" MIN.

1/ 2"

M A

X

M A

X

VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL

1/

4"

M A

X

1/

4"

M A

X

1/

4"

M

IN

6" M

IN

6" M

IN

8" MIN.

6" M

IN

8" MIN.

6" M

IN

8" MIN.

8" MIN.

REFUGE

AREA OF

MEN WOMEN

AREA OF

REFUGE

RESTROOM

EXIT

WOMEN

SIGN CHARACTERS & BACKGROUND SHALL BE

EGGSHELL, MATTE, OR OTHER NON-GLARE

FINISH.

PROVIDE WHITE LETTERS & CHARACTERS ON

BLACK OR BROWN BACKGROUND FOR CONTRAST

AS REQ'D. BY ADA.

LETTERS & NUMBERS SHALL BE 1-1/2" HIGH

UPPER CASE SANS SERIF OR SIMPLE SERIF FONT,

RAISED OR DEPRESSED MIN. 1/32" & SHALL BE

ACCOMPANIED BY GRADE 2 BRAILLE.

STANDARD DIM. FOR LITERARY BRAILLE: DOT

DIM.: 0.059 INCH INTER-DOT SPACING: 0.090 INCH

HORIZONTAL SEPARATION BETWEEN CELLS:

0.241 INCH VERTICAL SEPARATION BETWEEN

CELLS: 0.395 INCH

NOTES:

1) PROVIDE (1) SIGN AT EACH TOILET ROOM COMPLYING WITH ANSI 2009, SECTION 703.

2) PROVIDE (1) TACTILE EXIT SIGN AT EACH EXIT FROM BUILDING.

3) EACH SIGN SHALL HAVE RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL OF ACCESSIBILITY.

4) ATTACH SIGN PER MANUFACTURER'S INSTALLATION GUIDELINES. SIGN SHALL BE LOCATED ON

STRIKE SIDE OF DOOR & MOUNTED SO TOP IS 60" A.F.F.

FIGURE 703.4.2

LOCATION OF TACTILE SIGNS

AT DOORS

CLEAR FLOOR SPACE,

CENTERED ON TACTILE

CHARACTERS

ARC OF DOOR SWING

TACTILE

CHARACTERS

FIGURE 703.4.1

HEIGHT OF TACTILE CHARACTERS ABOVE FINISHED

FLOOR OR GROUND

VARIES

.0

M

IN

18" MIN.

/8

/4

M

IN

IM

U

M

M A

X

IM

U M

10"

5'

FIGURE 703.6.3.4

VOLUME CONTROL

TEMPERATURE

FIGURE 703.6.3.3

INTERNATIOINAL SYMBOL OF

ACCESS

FOR HEARING LOSS

FIGURE 703.6.3.2

INTERNATIONAL SYMBOL

FOR TTY

FIGURE 703.6.3.1

INTERNATIONAL

SYMBOL OF

ACCESSIBILITY

(AA) BEVERAGE CENTER: SECTION

(A) BEVERAGE CENTER: PLAN

(BB) LOCKERS: SECTION

(B) LOCKERS: PLAN

(CC) MICROWAVE: SECTION

(C) MICROWAVE: PLAN

L O

F M

IC

R

O W

A V

E C

CASEWORK

FILLER BOX

L O

F L

O C

K E

R C

L OF BEVERAGE

COOLER

C

(DD) KITCHEN SINK: SECTION

(D) KITCHEN SINK & TRASH: PLAN

NOTE:

OUTLET AND SWITCHES ARE NOT ALLOWED DIRECTLY OVER SINK;

PLACE TO SIDE AND PROVIDE CLEAR FLOOR SPACE AS A PARALLEL

APPROACH; SEE PLAN DETAIL.

L O

F S

IN

K

C L

O F

O U

T

LE

T C

6" DIA. TRASH

GROMMET

L OF

TRASH

C

30X48

PARALLEL

APPROACH

24"

/2

" 33

/2

1/ 2"

O F

J B

O X

T O

T O

P

/2

21"

24" 24"

M

IN

6"

9"

1. ACCESSIBLE ACCESS TO THESE FACILITIES SHALL BE PROVIDED AT PRIMARY

ENTRANCES.

2. THE SLOPE AND CROSS SLOPES OF PUBLIC WALKS AND CLEAR FLOOR

SPACES SHALL NOT EXCEED MAX. CROSS SLOPE 2 %.

3. WALKING SURFACES SLOPING GREATER THAN 2 % SHALL BE SLIP RESISTANT.

4. ALL THRESHOLDS FLOOR LEVEL CHANGES AND TRANSITIONS SHALL NOT EXCEED

1/2" IN HEIGHT AND SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.

5. PROVIDE A 60" x 60" MIN. LANDING ON STRIKE SIDE OF DOOR WITH 44" MINIMUM

WIDTH IN DIRECTION OF TRAVEL.

6. WALKS SHALL EXTEND 24" TO THE SIDE OF THE STRIKE EDGE OF DOOR OR GATE

THAT SWINGS TOWARD THE WALK.

7. EVERY REQUIRED EXIT DOORWAY SHALL BE SIZED FOR A DOOR NOT LESS

THAN 3'-0" WIDE BY6'-8" HIGH CAPABLE OF OPENING 90 DEGREES AND MOUNTED

SO THAT THE CLEAR WIDTH OF THE EXIT SHALL BE A MINIMUM OF 32".

8. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS FOR INTERIOR

DOORS AND 15 LBS FOR EXTERIOR DOORS.

10. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC SLIDERS SHALL HAVE A

SMOOTH UNINTERRUPTED SURFACE.

11. THE BUILDING SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE

DESIGN AND ANSI A117.1-2009, INCLUDING BUT NOT LIMITED TO IBC CHAPTER 11.

12. CONTROLS AND OPERATING MECHANISMS SHALL BE ACCESSIBLE AND HAVE

MOUNTING HEIGHTS COMPLYING WITH ANSI 4.27.

13. ALL LIGHT SWITCHES, VOLUME CONTROLS, AND THERMOSTATS IN PUBLIC AREAS

SHALL BE MOUNTED NO HIGHER THAN 48" A.F.F U.N.O

14. ALL PANIC HARDWARE SHALL BE MOUNTED NO HIGHER THAN 46" A.F.F.

15. ALL ROOM, DIRECTIONAL, AND INFORMATION SIGNS SHALL BE ACCESSIBLE DESIGN

COMPLYING WITH ANSI 4.13 AND 4.30.

16. ICC/ANSI A117.1-2010 403.5 ALLOWS REDUCTION IN ACCESSIBLE PATHS LESS THAN

24" LONG.

GENERAL ACCESSIBILITY NOTES

L O

F A

C C

E S

IB

LE

H E

IG

T

U N

IT

C

M

IN

9"

M

IN

M A

X

MAX.

6"

MAX.

8"

5" MAX.

15" MIN.

E Q

E

Q .30

M

IN

17" TO 19"

24" MAX.

48" MIN.

(A) SPOUT HEIGHT AND KNEE CLEARANCE (B) CLEAR FLOOR SPACE

HI

LO

1/4" = 1'-0"G-002

09 LAVATORY / KNEE CLEARANCE

1/4" = 1'-0"G-002

05 SIDE REACH

1/4" = 1'-0"G-002

07 FORWARD REACH

1/4" = 1'-0"G-002

02 PROTRUDING OBJECTS

1/4" = 1'-0"G-002

06 WHEELCHAIR TURNING

1/4" = 1'-0"G-002

01 FLOOR CLEARANCES

1/4" = 1'-0"G-002

08 CHANGES IN LEVEL

1/2" = 1'-0"G-002

03 COMMUNICATION ELEMENTS AND FEATURES

1/2" = 1'-0"G-002

04 VARIABLE MESSAGE SIGNAGE

3/8" = 1'-0"G-002

11 ADA APPROACH AND REACH DETAILS

N.T.S. N.T.S.

1/2" = 1'-0"G-002

10 DRINKING FOUNTAIN CLERANCE DETAILS

www.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

/1 /2

:2

:3

P

M

10/17/2025

HENRY

HIGHFIELD

8050.07

G-002

ACCESSIBILITY

STANDARDS

FINAL TURNOVER

03 83

F

LIFE SAFETY LEGEND

EXIT SIGN

1 HR FIRE SMOKE BARRIER

2 HR FIRE WALL

BUILDING EXIT DISCHARGE

TRAVEL DISTANCE

FIRE EXTINGUISHER (FE)

FIRE EXTINGUISHER

CABINET (FEC)

XX' CP XX' TD

END OF CP - START OF TD

TRAVEL DISTANCE TO EXIT

ACTUAL EGRESS LOAD

CLEAR WIDTH

EGRESS CAPACITY

EGRESS LOAD FACTOR

DOOR

DOOR WIDTH

EGC STORAGE, MAINTENANCE

OR GREENHOUSE

300 GSF / PERSON

MECHANICAL / ELECTRICAL

300 GSF/ PERSON

SMOKE PARTITION

SCOPE OF WORK

PROJECT CONSISTS OF MECHANICAL, ELECTRICAL, PLUMBING, AND

INTERIOR WALL, CEILING AND FLOOR FINISH RENOVATION TO AN

EXISTING QUARANTINE FACILITY FOR THE USDA AT MOORE AIR BASE

LOCATED IN EDINBURG, TEXAS.

APPLICABLE CODES

2015 INTERNATIONAL EXISTING BUILDING CODE

2018 INTERNATIONAL MECHNICAL CODE

2018 INTERNATIONAL PLUMBING CODE

2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2015 NATIONAL ELECTRIC CODE

ICC A117.1 ACCESSIBILITY (2017)

CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION

LABORATORY - B - BUSINESS, NON-SPRINKLERED

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS

SECTION 504 - BUILDING HEIGHT AND NUMBER OF STORIES

CONSTRUCTION TYPE IIIB, NON-SPRINKLERED

TABLE 504.3 - ALLOWABLE BUILDING HEIGHT: 55 FEET

ACTUAL BUILDING HEIGHT: 15 FEET

TABLE 504.4 - ALLOWABLE STORIES: 3 STORIES

ACTUAL STORIES: 1 STORY

SECTION 506 - BUILDING AREA

TABLE 506.2 - ALLOWABLE AREA

NON-SPRINKLERED, 1 STORY - 19,000 SF

ACTUAL BUILDING AREA

AGRICULTURAL LABORATORY 4,420 SF

EGC STORAGE 884 SF

AUTOCLAVE/ PASSWAY 174 SF

GREENHOUSE 774 SF

SERVICE PASSAGE 491 SF

MECHANICAL 903 SF

TOTAL GROSS SF 7,646 SF

CHAPTER 6 - TYPES OF CONSTRUCTION

SECTION 602 - CONSTRUCTION CLASSIFICATION

CONSTRUCTION TYPE IIIB

TABLE 601 - FIRE RESISTIVE RATING REQUIREMENTS

FOR BUILDING ELEMENTS

PRIMARY STRUCTURAL FRAME 0 HRS

BEARING WALLS

EXTERIOR 2 HRS

INTERIOR 0 HRS

NON-BEARING WALLS

EXTERIOR (TABLE 602) 0 HRS

INTERIOR 0 HRS

FLOOR CONSTRUCTION 0 HRS

ROOF CONSTRUCTION 0 HRS

CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES

SECTION 713.4 - SHAFT ENCLOSURES NONE

CHAPTER 8 - INTERIOR FINISHES

TABLE 803.11 - INTERIOR WALL AND CEILING FINISH REQUIREMENTS

INTERIOR EXIT PASSAGEWAY CLASS A

CORRIDORS CLASS B

ROOMS & ENCLOSED SPACES CLASS C

CHAPTER 9 - FIRE PROTECTION SYSTEMS

FACILITY IS NON-SPRINKLERED

SECTION 906 - PORTABLE FIRE EXTINGUISHERS

2-10ABC PORTABLE FIRE EXTINGUISHERS AT 75 FT TRAVEL

DISTANCE AND WHERE REQUIRED AT ELEC, MECH ROOMS.

SECTION 907 - FIRE ALARM AND DETECTION SYSTEMS

CHAPTER 10 - MEANS OF EGRESS

SECTION 1004 - OCCUPANT LOAD

TABLE 1004.1.2

LABORATORY 4,420 SF = 100 GROSS SF PP = 45 PERSONS

EGC STORAGE 884 SF = 300 GROSS SF PP = 3 PERSONS

AUTOCLAVE/PASSWAY 174 SF = 300 GROSS SF PP = 1 PERSON

GREENHOUSE 775 SF = 300 GROSS SF PP = 5 PERSONS

SERVICE PASSAGE 491 SF = 300 GROSS SF PP = 2 PERSONS

MECHANICAL 903 SF = 300 GROSS SF PP = 4 PERSONS

TOTAL GROSS SF 7,646 SF 60 PERSONS

SECTION 1006 - NUMBER OF EXITS

TABLE 1006.2.1 - SPACES WITH ONE EXIT ACCESS DOORWAY

PROVIDED WHERE OCCUPANT LOAD IS 30 OR LESS

COMMON PATH OF EGRESS TRAVEL MAX DIST

= 100 FEET W/OUT SPRINKLER SYSTEM.

SECTION 1017 - EXIT ACCESS TRAVEL DISTANCE

TABLE 1017.2 - 200 FT W/OUT SPRINKLER SYSTEM

SECTION 1020 - CORRIDORS

TABLE 1020.1 - CORRIDOR FIRE-RESISTANCE RATING

OCCUPANCY B: OCCUPANT LOAD > 30

REQUIRED FIRE-RESISTANCE RATING

W/OUT SPRINKLER SYSTEM 1 HOUR

OCCUPANCY B: OCCUPANT LOAD EQUAL TO OR LESS THAN 30

REQUIRED FIRE-RESISTANCE RATING

W/OUT SPRINKLER SYSTEM 0 HOUR

TABLE 1020.2 - MINIMUM CORRIDOR WIDTH

MINIMUM WIDTH = 44 INCHES

ACCESS TO MECHANICAL, PLUMBING, ELECTRICAL

OR EQUIPMENT = 24 INCHES

SECTION 1020.4 - DEAD ENDS

EXIT ACCESS IN NON-SPRINKLERED NOT TO EXCEED 20 FEET

CHAPTER 29 - PLUMBING FIXTURES

30 OCCUPANTS = 30 MEN, 30 WOMEN

WATER CLOSETS 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR

THE REMAINDER EXCEEDING 50

WATER CLOSETS REQ'D (M) = 2 PROVIDED = 2 + 1 URINAL

WATER CLOSETS REQ'D (W) = 2 PROVIDED = 3

LAVATORIES REQ'D 1 PER 40 FOR THE FIRST 80 = 2 PER TPC 403.1.3

M (30 / 80) = 1 W (30 / 80) = 1

LAVATORIES PROVIDED = 1 EA LOCKER RM AND 1 EA RESTROOM

PROVIDED TOTAL = 4 LAVATORIES

ADDITIONAL LAB SINKS = 6 SINKS

DRINKING FOUNTAINS 1 PER 100 (60 / 100) = 1 HI-LOW PROVIDED

MEETS TPC 410.2 SMALL OCCUPANCIES AND 410.3

SERVICE SINK REQUIRED = 1 PROVIDED = 1

EMERGENCY SHOWER / EYE WASH PROVIDED = 1

EMERGENCY EYE WASH AT SINK PROVIDED = 2

LOCATION MUST MEET ANSI/ISEA Z358.1-2014 (R2020)

50 FT TRAVEL DISTANCE OR LESS THAN 10 SECS MAXIMUM ALLOWED

288 SF

BOILER RM

215 SF

MECHANICAL

LABORATORY

#2

MEN'S

DRESSING

104A

MEN'S TR

104B

WOMEN'S TR

102B

PASSAGE

103A

VEST

100B

LABORATORY

#3

TEST ROOM

TEST INTAKE

PASSWAY

110C

AUTOCLAVE

110B

HEADHOUSE

MAIN

LABORATORY

#1

BREAK RM

STORAGE

99 SF

PASSAGE

C103

PASSAGE

C104

CORRIDOR

C101

EGC 6

EGC6

EGC 5

EGC5

EGC 4

EGC4

EGC 3

EGC3

EGC 2

EGC2

EGC 1

EGC1

EGC 12

EGC12

EGC 11

EGC11

EGC 10

EGC10

EGC 9

EGC9

EGC 8

EGC8

EGC 7

EGC7

GH 5

GH 4

GH 3

GH 2

GH 1

71'-2" TD

FEC FEC

FECFEC

FE

122'-8"

DOOR

48 44

DOOR

36 34

0.15 226

DOOR

72 68

0.15 453

DOOR

36 34

0.15 226

WOMEN'S

DRESSING

102A

82'-3 " T

D

FE

FE

FE

125'-0" TD

110'-2" TD

1 OCC

2 OCC

1 OCC

1 OCC

4487 SF

LABORATORY

68 OCCUPANTS

884 SF

EGC STORAGE

227 SF

ELECTRICAL

21 SF

MECH

20 SF

MECH

174 SF

AUTOCLAVE/

PASSWAY

155 SF

GH 5

155 SF

GH 4

155 SF

GH 3

155 SF

GH 2

155 SF

GH 1

23 SF

HW

19 SF

EVS

491 SF

SERVICE PASSAGE

96’-10" TD

VESTIBULE

100A

MAINTENANCE

14'-6"

DEAD-END CORRIDOR

15'-10"

DEAD-END CORRIDOR DISTANCE

A. ALL WORK SHALL BE IN ACCORDANCE WITH THE IBC

& ALL APPLICABLE CODES, AND SHALL CONFORM TO

ALL APPLICABLE MUNICIPAL, STATE, AND FEDERAL

REGULATIONS HAVING JURISDICTION. (INCLUDING

ACCESSIBILITY STANDARDS AND ADA

REQUIREMENTSALL RATED ASSEMBLIES TO BE PER

BUILDING CODE DIRECTIVES AND U.L. CERTIFIED

B. MAXIMUM EXIT ACCESS TRAVEL DISTANCE = 300'

C. MAXIMUM WALKING DISTANCE OF 75' TO TYPE

10-2ABC 20# FIRE EXTINGUISHER

www.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

/1 /2

:2

:4

P

M

10/17/2025

HENRY

HIGHFIELD

8050.07

LS101

FIRST FLOOR LIFE

SAFETY PLAN

FINAL TURNOVER

AREAS AND OCCUPANT LOAD

NAME OCCUPANCY AREA SF/ OCCUPANT | OCCUPANTS

LABORATORY 4487 SF 100 45

BOILER RM 288 SF 300 1

MECHANICAL 215 SF 300 1

EGC STORAGE 884 SF 300 3

ELECTRICAL 227 SF 300 1

MECH 21 SF 0

MECH 20 SF 0

AUTOCLAVE/ PASSWAY 174 SF 300 1

GH 5 155 SF 300 1

GH 4 155 SF 300 1

GH 3 155 SF 300 1

GH 2 155 SF 300 1

GH 1 155 SF 300 1

HW 23 SF 0

EVS 19 SF 0

MAINTENANCE 175 SF 300 1

SERVICE PASSAGE 491 SF 300 2

17 60

1/8" = 1'-0"LS101

1 LIFE SAFETY PLAN

GENERAL NOTES LIFE SAFETY - CODE SUMMARY

16'4' 8'

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

N N

PLAN NORTH TRUE NORTH

04 83

NOTE: THIS SHEET CONTAINS STANDARD

ABBREVIATIONS & SYMBOLS AND APPLIES TO THIS

SET OF DRAWINGS TO THE EXTENT APPLICABLE

DRAWING ABBREVIATIONS DRAWING REFERENCE

01 / A-210

DISCIPLINE:

G- GENERAL

C - CIVIL

A - ARCHITECTURAL

I - INTERIOR

S - STRUCTURAL

M - MECHANICAL

P - PLUMBING

E - ELECTRICAL

SERIES NUMBER

REFERENCE SYMBOLS

NUMBER OF PLAN,

DETAIL, ETC. ON

SHEET

SHEET NUMBER

WITHIN SERIES

DRAWING SYMBOLS

SHEET NUMBER WHERE

ELEVATION IS DRAWN

EXTERIOR ELEVATION

SECTION

INTERIOR ELEVATION

SHEET NUMBER WHERE SECTION

IS DRAWN

SHEET NUMBER WHERE

ELEVATION IS DRAWN

ELEVATION NUMBER ON SHEET

ELEVATION NUMBER ON SHEET

SECTION NUMBER ON SHEET

SHEET NUMBER WHERE

DETAIL IS DRAWN

DETAIL NUMBER ON SHEET

DETAIL

SPOT ELEVATION

FLOOR LEVEL & NAME

ROOM NAME / NUMBER

DOOR NUMBER

WINDOW TYPE

INTERIOR PARTITION TYPE

EQUIPMENT NUMBER

REVISION CLOUD

REVISION NUMBER

NORTH ARROW

DRAWING NOTENNN

NN COLUMN CENTERLINE

FACE OF BUILDINGNN

CEILING HEIGHT AFFX'-XX"

ROOM NAME

A3F

NAME

ELEVATION

DEMOLITION DRAWING NOTENNN

X

TOILET ACCESSORYTA-XX

N

EXISTING DOOR

EXISTING DOOR

TO BE REMOVED

EXISTING WALL

TO BE REMOVED

www.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

/1 /2

:2

:4

P

M

10/17/2025

HENRY

HIGHFIELD

8050.07

A-001

SYMBOLS &

ABBREVIATIONS

FINAL TURNOVER

A/E ARCHITECT/ENGINEER

A/V AUDIO / VISUAL

ABV ABOVE

AC**** ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJUSTABLE

ADJT ADJACENT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APPROX APPROXIMATE

ARCH ARCHITECT

ASSOC ASSOCIATION

AUX AUXILIARY

AVG AVERAGE

B/ BOTTOM OF

BD BOARD

BHMA BUILDER'S HARDWARE MANUFACTURER'S ASSOC

BLDG BUILDING

BLKG BLOCKING

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

CCTV CLOSED CIRCUIT TV

CD CONSTRUCTION DOCUMENTS

CDR CARD READER

CEM CEMENT

CER CERAMIC

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CG CORNER GUARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR, CORRUGATED

CPT CARPET

CT CERAMIC TILE

D DEPTH

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG**** DIAGONAL

DIAG**** DIAGRAM

DIM DIMENSION

DIST DISTANCE

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING

EA EACH

EB EXPANSION BOLT

EGC ENVIRONMENTAL GROWTH CHAMBER

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EVS ENVIRONMENTAL SERVICES

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT**** EXTERIOR

EXT**** EXTINGUISHER

F/ FACE OF

F/F FACE TO FACE, FLOOR TO FLOOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FF FINISH FLOOR

FF&E FIXTURE, FURNISHING & EQUIPMENT

FIN FINISH

FLR FLOOR

FR FRAME

FUR FURRING

FUT FUTURE

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED GOVERNMENT INSTALLED

GH GRADE HEIGHT

GL GLASS

GUT GUTTER

GYP BD GYPSUM BOARD

H HIGH

HB HOSE BIBB

HC HANDICAPPED

HD HEAVY DUTY

HDR HEADER

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

HVAC HEATING, VENTILATING, & AIR CONDITIONING

HWD HARDWOOD

IBC INTERNATIONAL BUILDING CODE

IN INCH

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JT JOINT

KD KNOCK DOWN

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

LAM LAMINATE

LAV LAVATORY

LB POUND

LBR LUMBER

LF LINEAR FEET (FOOT)

LH LEFT HAND

LIN LINEAR

LKR LOCKER

LP LOW POINT

LVR LOUVER

MAS MASOMRY

MEMB MEMBRANE

MIN**** MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OC ON CENTER

PCT PERCENT

PERF PERFORATED

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PT PRESSURE TREATED

PT-X PAINT WITH FINISH TYPE

PTN PARTITION

PWR POWER

QT QUARRY TILE

QTY QUANTITY

R RISER

RDG INS RIGID INSULATION, SOLID

SD SMOKE DETECTOR

SGL SINGLE

SH SHOWER

SHT SHEET

SIM SIMILAR

SM SHEET METAL

SPEC SPECIFICATION

SQ IN SQUARE INCH

STC SOUND TRANMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STR STRUCTURAL

SYM SYMMETRICAL

T TREAD

T&B TOP AND BOTTOM

T/ TOP OF

T/S TOP OF STEEL

TEMP TEMPORARY

THK THICK

TYP TYPICAL

UL UNDERWRITERS LABORATORY

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THRU ROOF

W WIDTH

W/ WITH

W/O WITHOUT

WD WOOD

WH WALL HYDRANT

WP WATERPROOFING

WSCT WAINSCOT

WT WEIGHT

05 83

FINISH

FLOOR

URINAL URINAL

ACCESSIBLE

DRINKING FOUNTAINS

/2

SEE PLAN

TOILET PARTITION

6" MAX

8" MIN

ACCESSIBLE

STALL PLAN

60"

18"

24" 12"

4" 2'-10"

ACCESSIBLE

STALL ELEVATION FOUNTAIN / EWC BUILT-IN

18" 18"

36"x48"

CLEAR

FLOOR

SPACE

3'-0"

15" MAX

M A

X

4"

M

IN

CONTROL

AREA

FLEXIBLE

SPRAY HOSE

FOLDING

SHOWER

SEAT

ACCESSIBLE SHOWER PLAN ACCESSIBLE SHOWER

ELEVATION

ACCESSIBLE LAVATORY

SECTION - WALL HUNG

ACCESSIBLE LAVATORY

PLAN - WALL HUNG

EQUIPMENT

PERMITTED IN

SHADED AREA

D

AB

A = 6" MAX

B = 8" MIN

C = 17" MIN

C

D = 9" MIN

M A

X

MIRROR

30" X 48"

CLEAR

FLOOR

SPACE

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

ACCESSIBLE LAVATORY

SECTION - COUNTER

ACCESSIBLE LAVATORY

PLAN - COUNTER

INSULATE

PIPING

LAVATORY

COUNTER

MIRROR

ACCESSIBLE

URINAL

EQ EQ

3'-0"

30" X 48"

CLEAR

SPACE

M A

X

TOILET - FLOOR

/2

ELECTRIC WATER

COOLER

8"

4'-0"

1'-0" 3

TOILET - FLOOR

ACCESSIBLE

2'-0"

30" X 48"

CLEAR

SPACE

A. PROVIDE BLOCKING IN PARTITION AS REQUIRED FOR MOUNTING ACCESSORIES.

B. MOUNT ACCESSORIES AT HEIGHT INDICATED UNLESS OTHERWISE NOTED.

C. COORDINATE PLUMBING FIXTURE TYPES WITH PLUMBING DRAWINGS.

D. COMPLIANCE WITH ADA REQUIREMENTS FOR INSTALLATION OF ACCESSORIES

AND FIXTURES IS THE REPONSIBILITY OF THE GENERAL CONTRACTOR.

GENERAL NOTES

PLUMBING FIXTURE MOUNTING HEIGHTS

TA-A1

TA-B1

TOILET PAPER

DISPENSER

(SURFACE MTD)

ROLL PAPER

TOWEL DISPENSER

(SURFACE MTD)

FEMININE

NAPKIN

DISPOSAL

TA-D1

CHANNEL FRAME

MIRROR

TA-F1 (24Wx36H)

W

H

TA-G3TA-G1

36"

TA-G2

42"

36" L X 1 1/4"

GRAB BAR

CHANNEL FRAME

MIRROR

(FULL LENGTH)

H

W

TA-F2 (24Wx60H)

B-4288 B-2860 B-4288 B-165 2436 B-165 2460 B-5806.99 x 36

TA-H1

SOAP DISPENSER

TA-J1

SEAT COVER

(SURFACE MTD)

TA-SC1 (36")

SHOWER CURTAIN,

ROD, AND HOOKS

TA-N1

ROBE HOOK

TA-N2

TOWEL PIN

TA-S1

FOLDING

SHOWER SEAT

TA-M1

MOP HOLDER

WITH SHELF

PLUMBING FIXTURE CLEARANCE REQUIREMENTS

TOILET ACCESSORY MOUNTING HEIGHTS

42" L X 1 1/4"

GRAB BAR

B-5806.99 x 42

18" L X 1 1/4"

GRAB BAR

B-5806.99 x 18 B-2012 B-221 B-207x36B-239X34 B-6727 B-6777 B-517 www.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

/1 /2

:2

:4

P

M

10/17/2025

HENRY

HIGHFIELD

8050.07

A-002

TYPICAL MOUNTING

HEIGHTS AND

CLEARANCES

FINAL TURNOVER

06 83

LABORATORY

#3

VESTIBULE

100A

LABORATORY

#2

MAINTENANCE

MECH/ELEC

106EGC 6

EGC6

EGC 5

EGC5

EGC 4

EGC4

EGC 3

EGC3

EGC 2

EGC2

EGC 1

EGC1

EGC 9

EGC9

EGC 8

EGC8

EGC 7

EGC7

TEST ROOM

TEST INTAKE

STORAGE

BREAK RM

EGC 10

EGC10

EGC 11

EGC11

EGC 12

EGC12

PASSAGE

C103

PASSAGE

C104

HEADHOUSE

MAIN

LABORATORY

#1

ELECTRICAL

AUTOCLAVE

110B

PASSWAY

110C

BOILER

ROOM

VEST

C105

SERVICE

PASSAGE

GH 5

GH 4

GH 3

GH 2

GH 1

CORRIDOR

C101

PASSAGE

103A

VEST

100B

MECH

103B

EVS

104C

A-211

D01

D02

D02

D02

D02 D02D02 D02D02

D04

D05

D05

D03

OFFICE

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

D05

A-211

A-211

D04 D04

D11

D11 D11

D10 D06 D06

D06 D06

D06

D06

D06

D06

D06D06

D06

D06

D06

D12

D11

D02

D07

D13

D03 D03

D10 D10D10

D06

D06

102A 104A

102B 104B

D06

D06 D14D14

D07

ABOVE STOREFRONT

D13

D07

D02

D15

D01

D02

D02

D03 D03

D02 D02

D03

D02

D03

D04

D18

D11

D04

D20

D20

D03

CORR

C102

D07

D18

D08

D16

D17

D17

D21

PROJECT BASE BID AREA, UNO

ALTERNATE #01:

• REPLACE FLOORING AND WALL

BASE

• REPLACE LIGHTING

• REPAINT TEST ROOM 108, TEST

INTAKE 109, AUTOCLAVE 110B AND

PASSAGEWAY 110C

• REPAIR DAMAGED CEILING PRIOR

TO REPAINTING

REFER TO MEP DRAWINGS FOR

ADDITIONAL INFORMATION

D22 D22 D22 D22 D22 D22

D22

D12 D12 D12

D02

D07

D07

D12

D12

D12

D12

D23

D02

D02

D02

D02

D21 D11 D21

D09 D09D09

D09

D09

D09

D12D12

D23

D23

D23

D23 www.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

/1 /2

:4

:4

P

M

10/17/2025

HENRY

HIGHFIELD

8050.07

AD101

DEMOLITION FLOOR

PLAN

FINAL TURNOVER

GENERAL NOTES

DRAWING NOTES

PLAN LEGEND

EXISTING

DEMOLITION

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

REMOVE EXISTING FLOOR FINISH AND

CEILING FINISH TO FULL EXTENTS

REMOVE DOOR, FRAME AND HARDWARE

OPENING COMPLETE. INFILL WITH WALL TO

MATCH ADJACENT. REFER TO SHEET A-561.

3/16" = 1'-0"AD101

01 FIRST FLOOR PLAN - DEMOLITION

D01 REMOVE WALL COMPLETE

D02 REMOVE DOOR, FRAME AND HARDWARE.

D03 REMOVE WALL AREA TO EXTENTS SHOWN. COORDINATE

OPENING WITH NEW WORK.

D04 REMOVE COUNTERTOP, CASEWORK AND ALL COMPONENTS

COMPLETE

D05 REMOVE COUNTERTOP AND CASEWORK ISLAND

D06 REMOVE WALL BASE AND FLOOR FINISH TO SUBSTRATE

BELOW.

D07 PATCH AND REPAIR EXISTING WALL TO RECEIVE NEW FINISH

D08 REMOVE DOOR AND HARDWARE. FRAME TO REMAIN

EXISTING IN PLACE.

D09 REMOVE WINDOW STOOL

D10 REMOVE SHOWER HEAD, CONTROL AND ALL COMPONENTS

COMPLETE. CAP DRAIN PIPE.

D11 REMOVE PLUMBING FIXTURES - REFER TO PLUMBING DWGS

D12 REMOVE MECHANICAL EQUIPMENT - REFER TO MECHANICAL

DWGS

D13 PATCH AND REPAIR EXISTING WALL TO RECEIVE NEW FINISH

D14 REMOVE TOILET PARTITIONS AND ALL COMPONENTS

COMPLETE.

D15 PROVIDE TEMPORARY PROTECTION AT EXTERIOR WALL.

D16 REMOVE PLYWOOD WINDOW INFILL

D17 EXISTING COUNTERTOP, BASE AND WALL CABINETS TO

REMAIN UNDISTURBED

D18 REMOVE MECH CLOSET WALLS AND PLYWOOD BASE

FRAMING COMPLETE.

D20 REMOVE EMERGENCY SHOWERS AND ALL COMPONENTS

COMPLETE. REFER TO PLUMBING DWGS.

D21 EXISTING SINK TO REMAIN UNDISTURBED

D22 REFER TO MECHANICAL DWGS THIS AREA

D23 REFER TO ELECTRICAL DWGS THIS AREA

D30 REMOVE EXIST MODIFIED BIT ROOF SYSTEM INCLUDING

MEMBRANE, INSULATION, FLASHING AND ANY DAMAGED

COMPONENTS OF EXISTING ROOF DECK COMPLETE FOR

REPLACEMENT. COORDINATE WITH SPEC AND NEW ROOF

REPLACEMENT.

D31 REMOVE GUTTER FOR REPLACEMENT. EXISTING

DOWNSPOUTS TO REMAIN AND BE RE-ATTACHED TO NEW

GUTTER SYSTEM

D32 REMOVE METAL FASCIA AT PERIMETER FOR REPLACEMENT

D33 REMOVE ROOF FLASHING AT PERIMETER FOR

REPLACEMENT

D34 PATCH EXISTING ROOF DECK WHERE PIPING OR DUCTWORK

IS REMOVED, TYP. COORDINATE EXTENT OF PATCHING WITH

NEW WORK.

D36 FIVE EXISTING GREENHOUSE UNITS ROOF STRUCTURE TO

REMAIN UNDISTURBED.

D37 EXISTING ROOF SCUPPER

D38 EXISTING ROOF CANT

D39 REMOVE AND REPLACE 4X PT WD SUPPORTS FOR NEW

REFRIGERANT PIPING SUPPORTS. COORDINATE ROOF

WORK WITH MECHANICAL CONTRACTOR.

NN

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

4' 12'8'

PLANTRUE

A. REFER TO SHEET G-001 FOR PROJECT, DEMOLITION

GENERAL NOTES, BASE BID AND ALTERNATE

ADDITIONAL INFORMATION.

07 83

A-201

A-201

A-201

A-201

A-211

A-211

A-211

D31

D31

D31

D31 D31

D30D30

D30D30

D30D30 D30D30

D30D30

D34 D34D34

D34D34

D34

D34D34

D34D34

D34

D34 D34 D34

(E) VTR (E) VTR

(E) VTR(E) VTR

D32

D32D32D32D32

D33

D32

D36

D33

(E) VTR

D30D30

FIELD VERIFY

15'-0"4'-0" 1'-0"

FIELD VERIFY

10'-6" 1'-0"

FIELD VERIFY

15'-0" 1'-0"

FIELD VERIFY

10'-0" 1'-0"

FIELD VERIFY

10'-0" 1'-0" 8'-9"+'-

D33

S L O

P E

D N

S L O

P E

D N

D37 D37 D37D37

D38D38

D39

D39

D33

D33

D33 D32

D32

D32

18'-8" 78'-0" 18'-8"

115'-4"

/2

/2

"13'-0"

4'-10" +/-

4'-10"

4'-0" 4'-0"

D34 www.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

/1 /2

:4

:4

P

M

10/17/2025

HENRY

HIGHFIELD

8050.07

AD110

DEMOLITION ROOF

PLAN

FINAL TURNOVER

GENERAL NOTES

DRAWING NOTES

NN

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

4' 12'8'

PLANTRUE

A. REFER TO SHEET G-001 FOR PROJECT, DEMOLITION

GENERAL NOTES, BASE BID AND ALTERNATE

ADDITIONAL INFORMATION.

REV DATE DESCRIPTION

1/8" = 1'-0"AD110

01 ROOF PLAN - DEMOLITION

D30 REMOVE EXIST MODIFIED BIT ROOF SYSTEM INCLUDING

MEMBRANE, INSULATION, FLASHING AND ANY DAMAGED

COMPONENTS OF EXISTING ROOF DECK COMPLETE FOR

REPLACEMENT. COORDINATE WITH SPEC AND NEW ROOF

REPLACEMENT.

D31 REMOVE GUTTER FOR REPLACEMENT. EXISTING

DOWNSPOUTS TO REMAIN AND BE RE-ATTACHED TO NEW

GUTTER SYSTEM

D32 REMOVE METAL FASCIA AT PERIMETER FOR REPLACEMENT

D33 REMOVE ROOF FLASHING AT PERIMETER FOR

REPLACEMENT

D34 PATCH EXISTING ROOF DECK WHERE PIPING OR DUCTWORK

IS REMOVED, TYP. COORDINATE EXTENT OF PATCHING WITH

NEW WORK.

D36 FIVE EXISTING GREENHOUSE UNITS ROOF STRUCTURE TO

REMAIN UNDISTURBED.

D37 EXISTING ROOF SCUPPER

D38 EXISTING ROOF CANT

D39 REMOVE AND REPLACE 4X PT WD SUPPORTS FOR NEW

REFRIGERANT PIPING SUPPORTS. COORDINATE ROOF

WORK WITH MECHANICAL CONTRACTOR.

PLAN LEGEND

EXISTING

DEMOLITION

REMOVE ROOF SYSTEM COMPLETE,

INCLUDING FLASHING AT PENETRATIONS AND

PERIMETER, UNO. REMOVE AND REPLACE

BLOCKING AS NEEDED. COORDINATE ALL

WORK W/ MECHANICAL AND PLUMBING DWGS.

REMOVE EXISTING UPPER ROOF SYSTEM

COMPLETE.

REPLACE EXISTING ROOFING MEMBRANE AT

ROOF CURB - REMOVE ROOF SYSTEM, FLASHING,

RASIED CANTS AND TERMINATION BARS

COMPLETE. MAINTAIN EXISTING ROOF CANTS

AND OPEN SCUPPER CONDITIONS.

08 83

A-211

A-211

A-211

DC01DC01

DC01DC01 DC01

DC01DC01

DC10

DC07

DC01DC01

NO CEILING

THIS AREA

NO CEILING

THIS AREA

DC08

DC08

DC08

N O

C E

IL

IN

G

W O

R K

T H

IS

A R

E A

DC01

DC05DC05

DC05DC05

DC05DC05

DC01DC01 DC01DC01

DC01DC01

DC05D05

DC07

DC10

DC06

DC08

DC06DC06

DC08

D01

D01

DC08 D01

BOILER

ROOM

DC10

PASSWAY

110C

AUTOCLAVE

110B

TEST INTAKE

TEST ROOM

LABORATORY

#3

LABORATORY

#2

VEST

100B

PASSAGE

103A

MAINTENANCE

EGC 6

EGC6

EGC 5

EGC5

EGC 4

EGC4

MECH/ELEC

106 EGC 3

EGC3

EGC 2

EGC2

EGC 1

EGC1

EGC 12

EGC12

EGC 11

EGC11

EGC 10

EGC10

EGC 9

EGC9

EGC 8

EGC8

EGC 7

EGC7

STORAGE

BREAK RM

PASSAGE

C103

PASSAGE

C104

MAIN

LABORATORY

#1

HEADHOUSE

ELECTRICAL

DC10

SERVICE

PASSAGE

GH 5

GH 4

GH 3

GH 2

GH 1

DC10

DC10

DC10

VEST

C105

CORR

C102

CORRIDOR

C101

VESTIBULE

100A

MECH

103B

EVS

104C

OFFICE

WOMEN'S

SHOWER

MEN'S

SHOWER

MEN'S

RESTROOM

WOMEN'S

RESTROOM

PROJECT BASE BID AREA, UNO

ALTERNATE #01:

• REPLACE FLOORING AND WALL BASE

• REPLACE LIGHTING

• REPAINT TEST ROOM 108, TEST

INTAKE 109, AUTOCLAVE 110B AND

PASSAGEWAY 110C

• REPAIR DAMAGED CEILING PRIOR TO

REPAINTING

REFER TO MEP DRAWINGS FOR

ADDITIONAL INFORMATION

DC08

DC08DC08DC08

DC08

NO CEILING

THIS AREA

DC10

EXIST NO

CEILING

DC10

DC07

DC07

www.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

/1 /2

:0

:0

A

M

10/17/2025

HENRY

HIGHFIELD

8050.07

AD111

DEMOLITION

REFLECTED CEILING

PLAN

FINAL TURNOVER

DRAWING NOTES

3/16" = 1'-0"AD111

01 REFLECTED CEILING PLAN - DEMOLITION

GENERAL NOTES

DC01 REMOVE SUSPENDED CEILING GRID, TILE, BATT

INSULATION AND ALL ACCESSORIES COMPLETE

DC05 REMOVE GYPSUM BD CEILING COMPLETE

DC06 REMOVE PARTIAL GYPSUM BD CEILING AREA AS

SHOWN

DC07 EXISTING CEILING TO REMAIN

DC08 REMOVE SOFFIT PANELS AND ALL COMPONENTS

COMPLETE

DC10 PATCH, REPAIR AND INFILL CEILING

PENETRATIONS AS NEEDED AT INSULATION,

MECHANICAL, PLUMBING OR ELECTRICAL

REMOVAL OR MODIFICATIONS.

PLAN LEGEND

EXISTING

DEMOLITION

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

REMOVE EXISTING FLOOR FINISH AND

CEILING FINISH TO FULL EXTENTS

REMOVE DOOR, FRAME AND HARDWARE

OPENING COMPLETE. INFILL WITH WALL TO

MATCH ADJACENT. REFER TO SHEET A-561.

NN

16'4' 8'

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

PLANTRUE

A. REFER TO SHEET G-001 FOR PROJECT, DEMOLITION

GENERAL NOTES, BASE BID AND ALTERNATE

ADDITIONAL INFORMATION.

09 83

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.

G. 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.

H. DOOR FRAMES IN GYPSUM BOARD WALLS SHALL BE

LOCATED MINIMUM 4" FROM ADJACENT WALLS, UNLESS

OTHERWISE INDICATED OR REQUIRED BY HARDWARE.

I. 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.

J. REPLACE EXISTING GYPSUM BD IN SHOWERS AND

PROVIDE TYPE 'X' MOISTURE-RESISTANT GYPSUM

BOARD AT ALL EXPOSED GYPSUM BOARD PARTITIONS &

CEILINGS.

K. PROVIDE CEMENT BOARD TILE BACKING PANELS WHERE

WALL TILE FINISHES ARE SCHEDULED.

L. PROVIDE TYPE 'X' FIRE RATED GYPSUM BOARD AT ALL

FIRE RATED ASSEMBLIES.

M. PROVIDE ACOUSTICAL SEALANT AT ALL PENETRATIONS

THROUGH WALLS INDICATED TO RECEIVE SOUND BATT

INSULATION.

N. FINISH ALL GYPSUM BOARD JOINTS AND SCREW HEADS

AT ALL SURFACES EXPOSED TO PUBLIC VIEW.

O. OPENINGS IN WALLS AND SLABS SHALL BE TIGHT TO

PENETRATING OBJECT- FIRE STOP AS REQUIRED.

P. 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.

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 1

A-211

A-211

107'-4"

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

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"

A-405

GH5 GH4 GH3 GH2

GH1

C105A

E

D

C

B

A

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

104B 102B

104C

C105B

C103

102C

A34

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

A F

102A

104A

100B.2103B

100B.1

A35 A35

A35

A36 A36 A36 A36 A36

A37 www.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

/1 /2

:4

:4

P

M

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…