Attachment 5 Drawings.pdf

BUILDING 1, NATIONAL POULTRY RESEARCH CENTER

RENOVATE ROOM P111

ATHENS, GEORGIA

U.S. DEPARTMENT OF AGRICULTURE

AGRICULTURAL RESEARCH SERVICE

A/E DESIGN CONTRACT #12405B21D0003

A/E DESIGN TASK ORDER #12805B24F0352

NO SCALEVICINITY MAP

DRAWING NO.SHEET NO. TITLE

T-101

HM101

AD101

A-001 A-101 A-201 P-101 P-601

MD101

M-101 M-501 M-502 M-601 M-701 E-001 E-002

ED101

E-101 E-201 E-202 E-301 E-601 F-101 T-101 T-102

1 OF ?

2 OF ?

3 OF ?

4 OF ?

5 OF ?

6 OF ?

7 OF ?

8 OF ?

9 OF ?

10 OF ?

11 OF ?

12 OF ?

13 OF ?

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15 OF ?

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25 OF ?

TITLE SHEET

PARTIAL FIRST FLOOR PLAN - HAZARDOUS MATERIAL

PARTIAL FIRST FLOOR PLANS - DEMOLITION

ARCHITECTURAL NOTES AND LEGEND

PARTIAL FIRST FLOOR PLANS

SCHEDULES AND DETAILS

PARTIAL FIRST FLOOR PLUMBING PLAN

PLUMBING SCHEDULE AND DETAILS

PARTIAL FIRST FLOOR HVAC DEMOLITION PLAN

PARTIAL FIRST FLOOR HVAC PLAN

MECHANICAL DETAILS

MECHANICAL DETAILS

MECHANICAL SCHEDULES AND DETAILS

MECHANICAL CONTROLS

ELECTRICAL NOTES

ELECTRICAL LEGEND

ELECTRICAL DEMOLITION

POWER PLAN

LIGHTING PLAN

LIGHTING DETAILS

EQUIPMENT PLAN

POWER SCHEDULES AND RISER

FIRE ALARM PLAN

TELECOMMUNICATIONS PLAN

TELECOMMUNICATION FIBER PLAN

INDEX OF DRAWINGS NO SCALELOCATION MAP

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

BUILDING 1, U.S. NATIONAL POULTRY RESEARCH CTR.

RENOVATE ROOM P111

ATHENS, GEORGIA

TITLE SHEET

T-101

1 XX4/22/2025

RPP

RPP

CG

SOUTHEAST AREA

STONEVILLE, MS

XXX

6124-A

XXX

XXX

XXX

XXX

ATLANTA

PROJECT LOCATION,

ATHENS, GEORGIA

AUGUSTA

MACON

DALTON

NATIONAL POULTRY RESEARCH CENTER

950 COLLEGE STATION ROAD

ATHENS, GA 30605

PROJECT LOCATION

COLLEGE STATION ROAD

STATE OF GEORGIA

100% DESIGN SUBMITTAL

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

Z:\

Jo bs \61

-A

US

DA

B1 Re no va te P1

La b - At he ns

G A\0

7 W ork ing Fo lde r\A rch

\HM

1.d wg Ap r 2 3,

- 3 :18 pm c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

BUILDING 1, U.S. NATIONAL POULTRY RESEARCH CTR.

RENOVATE ROOM P111

ATHENS, GEORGIA

PARTIAL FIRST FLOOR PLAN

HAZARDOUS MATERIALS

HM101

1 XX12/10/2024

RPP

RPP

CG

SOUTHEAST AREA

STONEVILLE, MS

XXX

6124-A

XXX

XXX

XXX

XXX

P128

CHASE

P122

STORAGE

P125

JANITOR

PP-5

STAIR

P120

STORAGE

P119

FREEZER

P118

FREEZER

P117

FREEZER

P116

FREEZER

P115

FREEZER

P114

FREEZER

P113

FREEZER

P112

STORAGE

P101

CORRIDOR

P109

WOMEN

P110

MEN

P111

STORAGE

P121

LAB

ELEVATOR

ENVIRONMENTAL NOTES

AD101

1 PARTIAL FIRST FLOOR PLAN - HAZARDOUS MATERIALS

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

BUILDING 1 - KEY PLAN

AREA OF

WORK

1. THE CONTRACTOR MUST REMOVE AND DISPOSE OF ALL ASBESTOS CONTAINING BUILDING MATERIALS (ACBM) AS HAZARDOUS ASBESTOS WASTE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL

REGULATIONS.

2. THE CONTRACTOR MUST NOTIFY THE GEORGIA STATE DEPARTMENT OF HEALTH AND ENVIRONMENT A

MINIMUM OF 10 DAYS PRIOR TO ANY DEMOLITION WORK AT THE FACILITY.

3. ALL MECHANICAL AND PLUMBING PIPE JOINT INSULATION IS CONSIDERED AS ASBESTOS CONTAINING MATERIALS. THESE MATERIALS MUST BE REMOVED AND DISPOSED OF AS HAZARDOUS WASTE AND NEW, NON-ASBESTOS PIPE JOINT INSULATION MUST BE PROVIDED TO REPLACE THAT REMOVED. SEE

SPECIFICATION 02 82 00, 'ASBESTOS REMEDIATION' AND THE ASBESTOS SURVEY REPORT BY TERRACON

DATED JANUARY 20, 2025 FOR ADDITIONAL INFORMATION.

4. BUILDING 1 WILL BE OCCUPIED DURING CONSTRUCTION. PROVIDE PROPER CONTAINMENT AND

VENTILATION DURING HAZARDOUS MATERIAL ABATEMENT PROCEDURES AS DIRECTED BY

SPECIFICATIONS.

5. CONTRACTOR IS REQUIRED TO HIRE A STATE OF GEORGIA LICENSED ASBESTOS PROJECT DESIGNER AS

REQUIRED IN SPECIFICATIONS.

LEGEND

HAZARDOUS MATERIAL ABATEMENT AREAS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

Z:\

Jo bs \61

-A

US

DA

B1 Re no va te P1

La b - At he ns

G A\0

7 W ork ing Fo lde r\A rch

\AD

1.d wg Ap r 2 3,

- 3 :18 pm c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

BUILDING 1, U.S. NATIONAL POULTRY RESEARCH CTR.

RENOVATE ROOM P111

ATHENS, GEORGIA

PARTIAL FIRST FLOOR PLANS

DEMOLITION

AD101

1 XX12/10/2024

RPP

RPP

CG

SOUTHEAST AREA

STONEVILLE, MS

XXX

6124-A

XXX

XXX

XXX

XXX

P128

CHASE

P122

STORAGE

P125

JANITOR

PP-5

STAIR

P120

STORAGE

P119

FREEZER

P118

FREEZER

P117

FREEZER

P116

FREEZER

P115

FREEZER

P114

FREEZER

P113

FREEZER

P112

STORAGE

P101

CORRIDOR

P109

WOMEN

P110

MEN

P111

STORAGE

P121

LAB

ELEVATOR

4'-0"±

9' -0

GENERAL NOTES

1. ITEMS DENOTED BY DASHED LINES MUST BE DEMOLISHED.

2. EXISTING OVERALL DIMENSIONS ARE PROVIDED FOR GENERAL BIDDING

PURPOSES ONLY.

3. PERFORM ALL HAZARDOUS WASTE ABATEMENT PRIOR TO PERFORMING ANY

OTHER WORK UNDER THIS CONTRACT.

KEYED DEMOLITION NOTES

1. REMOVE EXISTING HVAC EQUIPMENT (SEE MECH.)

2. REMOVE EXISTING ELECTRICAL DEVICES (SEE ELEC.)

3. REMOVE EXISTING 6' HIGH CHAIN LINK FENCING. APPROXIMATELY 41'-6".

4. REMOVE EXISTING 4' CHAIN LINK GATE, RETAIN FOR REINSTALLATION.

5. SAWCUT AND REMOVE EXISTING 6" WIDE CONCRETE CURB , EPOXY

GROUT TO MATCH ADJACENT FINISH FLOOR ELEVATION AS REQUIRED.

6. REMOVE FENCE AS REQUIRED TO REINSTALL EXISTING 4' GATE.

7. REMOVE QUARRY TILE FLOOR AND SETTING BED IN AREA OF NEW WORK.

8. REMOVE HVAC DUCTWORK AND EQUIPMENT, (SEE MECH.)

9. REMOVE LIGHT FIXTURES (SEE ELEC.)

10. SAWCUT AND REMOVE WALL AS REQUIRED FOR NEW DOOR OPENING

11. EXISTING FREEZERS TO REMAIN, PROTECT DURING CONSTRUCTION.

AD101

1 BUILDING 1 PARTIAL DEMOLITION FLOOR PLAN

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

P128

CHASE

P122

STORAGE

P125

JANITOR

PP-5

STAIR

P120

STORAGE

P119

FREEZER

P118

FREEZER

P117

FREEZER

P116

FREEZER

P115

FREEZER

P114

FREEZER

P113

FREEZER

P112

STORAGE

P101

CORRIDOR

P109

WOMEN

P110

MEN

P111

STORAGE

P121

LAB

ELEVATOR

AD101

2 BUILDING 1 PARTIAL DEMOLITION REFLECTED CEILING PLAN

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

BUILDING 1 - KEY PLAN

AREA OF

WORK

LEGEND

REMOVE FENCE

FENCE TO REMAIN

0 16'8'4' 24'

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

'-0

'-7

'-2

41'-6" ±

14'-4"± 5'-6" ±

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

Z:\

Jo bs \61

-A

US

DA

B1 Re no va te P1

La b - At he ns

G A\0

7 W ork ing Fo lde r\A rch \A-

1.d wg Ap r 2 3,

- 3 :18 pm c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

BUILDING 1, U.S. NATIONAL POULTRY RESEARCH CTR.

RENOVATE ROOM P111

ATHENS, GEORGIA

ARCHITECTURAL NOTES & LEGEND

A-001

1 XX12/10/2024

RPP

RPP

CG

SOUTHEAST AREA

STONEVILLE, MS

XXX

6124-A

XXX

XXX

XXX

XXX

DEMOLITION NOTES

1. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS

PRIOR TO PERFORMING WORK OR FABRICATION OR PURCHASE

OF EQUIPMENT, MATERIALS, AND ASSEMBLIES, BRING ANY

DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING

OFFICER FOR FINAL DETERMINATION.

2. CONTRACTOR MUST PROVIDE TEMPORARY STRUCTURAL

SUPPORT FOR EXISTING CONSTRUCTION DURING THE PROJECT

(AS REQUIRED).

3. CONTRACTOR TO ENSURE THE MEANS OF EGRESS REMAIN

CLEAR OF DEBRIS THROUGHOUT ENTIRETY OF PROJECT

SCOPE.

4. THE DEMOLITION PLANS APPROXIMATE THE EXTENT OF

DEMOLITION. CONTRACTOR REQUIRED TO PROVIDE

DEMOLITION AND REMOVE ALL MATERIALS AS REQUIRED TO

PROVIDE NEW WORK. ANY DISCREPANCY TO BE VERIFIED WITH

THE CONTRACTING OFFICER PRIOR TO COMMENCEMENT IN

WRITING.

5. ALL DEMOLITION DEBRIS MUST BE REMOVED FROM THE PROJECT

LIMITS AND DISPOSED OF IN A MANNER AS REQUIRED BY LAW AND

LOCAL REGULATIONS. THE CONTRACTOR WILL BE RESPONSIBLE

FOR ALL DISPOSAL PERMITS AND REGULATIONS REQUIREMENTS.

WASTE DISPOSAL IS THE RESPONSIBILITY OF THE CONTRACTOR

BUT AT ANY TIME DURING OR AFTER THE PERFORMANCE OF THIS

CONTRACT, IT IS DETERMINED BY THE CONTRACTING OFFICER OR

THEIR AUTHORIZED REPRESENTATIVE THAT THE CONTRACTOR

HAS NOT COMPLIED WITH THE REQUIREMENTS OF THE CONTRACT

THE CONTRACTOR WILL BE REQUIRED TO TAKE ANY CORRECTIVE

ACTION DIRECTED BY THE CONTRACTING OFFICER OR OTHER

COMPETENT AUTHORITY AT NO ADDITIONAL COST TO THE

GOVERNMENT. ANY FINE, FEE, OR PENALTY ASSESSED BY THE

REGULATING AUTHORITY AS A RESULT OF THE CONTRACTOR'S

FAILURE TO COMPLY WITH THIS PROVISION MUST BE PAID BY THE

CONTRACTOR.

6. THE CONTRACTOR MUST CONTROL THE SPREAD OF DUST AND

DEBRIS OUTSIDE OF THE WORK AREAS.

7. THE CONTRACTOR MUST PROVIDE CLEAN, STRAIGHT, NEAT CUTS

FOR DEMOLITION THAT MINIMIZE IMPACTS AND ADVERSE AFFECTS

ON EXISTING FINISHES. COORDINATE THE LOCATION OF THE CUTS

TO ACCOMMODATE FINAL FINISHES.

8. THE PROJECT IS DESIGNED TO BE VIABLE IN ITS FULLY

CONSTRUCTED, FINAL CONFIGURATION. IT IS THE CONTRACTORS

RESPONSIBILITY TO ENSURE THE SAFETY AND STABILITY OF ALL

COMPONENTS DURING CONSTRUCTION.

GENERAL NOTES: ARCHITECTURAL

1. REVIEW ALL PROJECT DOCUMENTS PRIOR TO STARTING

CONSTRUCTION. REPORT ANY DISCREPANCIES TO CONTRACTING

OFFICER PRIOR TO PROCEEDING WITH WORK. DIMENSIONS AND

CONDITIONS RELATING TO EXISTING CONSTRUCTION ARE TO BE

FIELD VERIFIED. THE CONTRACTOR MUST IMMEDIATELY

COMMUNICATE, IN WRITING TO THE CONTRACTING OFFICER,

CONCERNS WHERE THEY BELIEVE DESIGN DOCUMENTS ARE

INSUFFICIENT, INADEQUATE, OR INCORRECT FOR PERFORMING

THE CONSTRUCTION WORK.

2. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE

DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL

WORK REQUIRED FOR THE FULL PERFORMANCE AND

COMPLETION OF THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS.

3. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE

PORTION OF THE CONTRACT DOCUMENTS MUST NOT BE

CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR

IMPLIED THEREFROM.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION

OF ALL PARTS OF THE WORK SO THAT NO WORK MAY BE LEFT

IN AN UNFINISHED OR INCOMPLETE CONDITION.

5. ALL WORK MUST CONFORM TO APPLICABLE INDUSTRY AND

MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF

MATERIALS AND WORKMANSHIP, AS WELL AS, ALL

REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS.

ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED

ABOVE MUST BE BROUGHT TO THE CONTRACTING OFFICER'S

ATTENTION PRIOR TO PROCEEDING WITH THE WORK.

6. THE CONTRACTOR MUST PROTECT ANY EXISTING, IN-PLACE,

AND NEW WORK.

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

CONSTRUCTION SCOPE OF WORK AGREEMENT.

8. THE CONTRACTOR MUST PAY FOR AND COORDINATE THE

REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH.

9. ONCE ON SITE, THE CONTRACTOR MUST VERIFY ALL

DIMENSIONS AND MUST VERIFY ALL NEW AND EXISTING

CONDITIONS, SHOWN ON THESE DRAWINGS. THE CONTRACTOR

MUST NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY

DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.

10. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE

SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. THE

CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER IN

WRITING OF ANY DIFFERING CONDITIONS BEFORE

COMMENCEMENT OF WORK.

11. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION,

AND ALTERATION OPERATIONS MUST BE APPLIED.

12. WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH

A FIRE RESISTIVE RATING MUST BE CONSTRUCTED AS

DETAILED HEREIN.

13. DIMENSIONS SHOWN ARE TO FACE OF STUD AND FACE OF CMU

(U.N.O.).

14. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS

PER PRODUCT MANUFACTURER'S STANDARDS.

15. THE CONTRACTOR MUST PERFORM ALL WORK IN ACCORDANCE

WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATORY

AGENCIES AND MUST OBTAIN NECESSARY BUILDING AND FIRE

PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION.

16. ALL INTERIOR FINISH MATERIALS MUST COMPLY WITH THE

REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES AND

REGULATORY AGENCIES.

17. ALL DISSIMILAR METALS MUST BE ISOLATED FROM EACH OTHER

AND CEMENTITIOUS SURFACES TO AVOID GALVANIC

CORROSION.

18. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS

AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON

INDIVIDUAL SHEETS MUST BE APPLIED TO RELATED DRAWINGS

AND DETAILS.

19. A FINISH INDICATION ON A WALL MEANS THE ENTIRE LENGTH

AND HEIGHT OF WALL IS TO BE FINISHED OR FIRE-RATED AS

INDICATED.

20. WHEN NON-DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION

WITH DOOR OPENINGS, THE DOOR WIDTH AND THE DOOR FRAME

DETAILS DETERMINE THE LOCATION OF ADJACENT WALLS AND

FRAMES.

21. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE

DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN

INTENT CANNOT BE DETERMINED, CONSULT THE CONTRACTING

OFFICER BEFORE PROCEEDING WITH THE WORK.

22. THE CONTRACTOR MUST COORDINATE ALL MECHANICAL AND

ELECTRICAL FLOOR AND WALL SLEEVES INCLUDING CONDUITS

WITH ALL MECHANICAL, ELECTRICAL, PLUMBING, FIRE

PROTECTION, STRUCTURAL AND ARCHITECTURAL DRAWINGS.

23. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES

AND AS REQUIRED FOR MECHANICAL EQUIPMENT AND PLUMBING

WORK. ALL ACCESS PANELS MUST BE CONCEALED AND

LOCATIONS MUST BE REVIEWED WITH THE ARCHITECT PRIOR TO

PROCEEDING.

24. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS

OR WALL PARTITIONS MUST BE INSTALLED IN A MANNER THAT

WILL PRESERVE THE MOISTURE RESISTIVENESS, FIRE RATING,

AND STRUCTURAL INTEGRITY OF THE BUILDING.

25. DO NOT CUT INTO, REMOVE OR ALTER ANY STRUCTURAL MEMBER

OR PORTION OF THE FLOOR SYSTEM UNLESS IT IS SPECIFICALLY

NOTED OR SHOWN ON THE STRUCTURAL DRAWINGS.

26. THE CONTRACTOR MUST PLAN HIS/HER WORK TO PROVIDE

ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL

TIMES, AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID

ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY.

27. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COMPLETE

SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND

UNTIL THE JOB IS COMPLETE.

28. ALL DEBRIS MUST BE REMOVED FROM THE PREMISES BY

CONTRACTOR AND ALL ALL AREAS MUST BE LEFT IN CLEAN

CONDITION AT ALL TIMES.

29. CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS TO

ENSURE THE SAFETY OF THE STAFF AND WORKERS AT ALL TIMES.

30. THE CONTRACTOR MUST PROVIDE TEMPORARY WATER, POWER,

AND TOILET FACILITIES AS REQUIRED.

31. ALL CONSTRUCTION MUST COMPLY WITH ALL GOVERNING

BUILDING CODES AND ORDINANCES..

32. ALL EQUIPMENT MUST BE SECURELY MOUNTED TO THE FLOOR

PER OEM REQUIREMENTS AS WELL AS CODE REQUIREMENTS.

33. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

SECURITY BADGE ACCESS REQUIREMENTS. COORDINATE

ACCESS REQUIREMENTS WITH USNPRC PROJECT MANAGER

MINIMUM OF ONE WEEK PRIOR TO BASE ACCESS.

GENERAL NOTES - CONTINUED

SCALE:

DETAIL, TITLE

1" = 20'-0"

S100

INDICATES DETAIL, NUMBER

DRAWING SCALE

NORTH ARROW

SECTION NUMBER

SHEET WHERE SECTION IS FOUND

BUILDING SECTION MARK

C100

DETAIL NUMBER, TYP.

AREA COVERED BY DETAIL

SHEET WHERE

DETAIL IS FOUND CALLOUT HEAD

SYMBOLS VIEW TITLES

PLAN SYMBOLS

ROOM NAME

101 ROOM

TAG

DOOR

NUMBER

STRUCTURAL

GRID

IDENTIFICATION

A KEYNOTE

TAG

WALL

TYPE

A

W1 VIEW WINDOW

NUMBER

AE301

AE301

AE301

ELEVATION (INTERIOR OR EXTERIOR)

ELEVATION NUMBER

SHEET WHERE ELEVATION IS FOUND

SHEET WHERE

DETAIL IS FOUND

S-# SIGNAGE

TYPE

APPLICABLE CODES AND STANDARDS

ABBREVIATIONS TITLE EDITION

IBC INTERNATIONAL BUILDING CODE 2021

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

Z:\

Jo bs \61

-A

US

DA

B1 Re no va te P1

La b - At he ns

G A\0

7 W ork ing Fo lde r\A rch \A-

1.d wg Ap r 2 3,

- 3 :18 pm c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

BUILDING 1, U.S. NATIONAL POULTRY RESEARCH CTR.

RENOVATE ROOM P111

ATHENS, GEORGIA

PARTIAL FIRST FLOOR PLANS

A-101

1 XX09/25/2024

RPP

RPP

CG

SOUTHEAST AREA

STONEVILLE, MS

XXX

6124-A

XXX

XXX

XXX

XXX

P128

CHASE

P122

MECHANICAL

P125

JANITOR

PP-5

STAIR

P120

STORAGE

P119

FREEZER

P118

FREEZER

P117

FREEZER

P116

FREEZER

P115

FREEZER

P114

FREEZER

P113

FREEZER

P112

STORAGE

P101

CORRIDOR

P109

WOMEN

P110

MEN

P121A

WORK ROOM

ELEVATOR

P111

STORAGE

P121

ENGINEERING CENTER

7'-10"±

5'-6"14'-6"±

'-6

8'

4'45'-0"±

A-101

1 BUILDING 1 PARTIAL FLOOR PLAN

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

2 BUILDING 1 PARTIAL REFLECTED CEILING PLAN

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

P128

CHASE

P122

STORAGE

P125

JANITOR

PP-5

STAIR

P120

STORAGE

P119

FREEZER

P118

FREEZER

P117

FREEZER

P116

FREEZER

P115

FREEZER

P114

FREEZER

P113

FREEZER

P112

STORAGE

P101

CORRIDOR

P109

WOMEN

P110

MEN

P121A

WORK ROOM

ELEVATOR

P111

STORAGE

P121

ENGINEERING CENTER

GENERAL NOTES

1. DIMENSIONS FROM FACE OF FINISHED WALL.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS.

3. EXISTING STRUCTURE IS EXPOSED. BOTTOM OF 2ND FLOOR SLAB IS PAINTED.

IN SHADED AREA, METAL DECKING IS EXPOSED AND UNPAINTED.

KEYED NOTES

1. NEW SINK (SEE PLUMBING)

2. REINSTALL EXISTING GATE IN NEW OPENING. PROVIDE FENCE POST

REQUIRED FOR HINGE AND LATCH POST.

3. EXISTING FREEZERS TO REMAIN.

4. SUSPENDED LIGHTS (SEE ELEC.)

5. SUSPENDED CABLE TRAY (SEE ELEC.)

6. PAINT CEILING (CONCRETE AND METAL) AND STRUCTURE

7. EXISTING METAL DECKING, PAINT (± 285 SQ. FT.)

8. EXTEND CMU WALL TO DECK ABOVE TO CLOSE OPENING ABOVE DOOR.

S-1

S-1

A A

A

A

A

A

B

A-201

BUILDING 1 - KEY PLAN

AREA OF

WORK

0 16'8'4' 24'

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

10'-10"

C

C

C

D

D

D

D

D

D

8"

8"

8"

8"

ROOM NUMBER

BRAILLE

ROOM NAME

BRAILLE

ENGINEERING

CENTER

P121

DOOR SCHEDULE

DOOR

WD HGT THK

SIZE

ELEV.

DOOR

MAT'L HEAD

FRAME

FIRE

RATING

LABEL

HDW

SET

NO

REMARKS

(2) 3'-0" 7'-0" A MTL -- HW-11 3/4" PAIR - PAINTED

JAMB SILL

4/A-201 5/A-201 --

(2) 3'-0" 7'-0" A MTL -- HW-11 3/4" PAIR - PAINTED4/A-201 5/A-201 --

103 3'-0" 7'-0" B MTL -- HW-21 3/4" EXIT ONLY6/A-201 7/A-201 --

ROOM NO ROOM NAME FLOOR BASE

MAT'L FINISH

EAST WALL

MAT'L FINISH

WEST WALL

MAT'L FINISH

NORTH WALL

MAT'L FINISH

SOUTH WALL

WALLS

MAT'L HEIGHT

CEILING NOTES

P111 EX GWB

MECHANICAL

WORKROOM

RES

RES 6" RB P

GWB/

EX CMU P GWB P P GWB PP121

P121A

P122

P P P

RES

STORAGE

ENGINEERING CENTER

RB

6" RB

P - - GWB P GWB P

P P P P

FINISH SCHEDULE

EXP FINISHES AT NEW PARTITIONS ONLY+/- 12'-8"

PAINT EXISTING EXPOSED

STRUCTURAL STEEL COLUMNS AND

BEAMS, PAINT UNDERSIDE OF

EXISTING CEILING DECK. EPOXY

PAINT TO 8' AFF.

EXP +/- 12'-8"

EXP +/- 12'-8"

EXP +/- 12'-8"

GWB/

EX. CMU

EX CMU EX CMU EX CMU EX CMU EX CMU

ABBREVIATIONS

EX EXISTING

EXP EXPOSED

GWB GYPSUM WALL BOARD

CMU CONCRETE MASONRY UNIT

RES RESINOUS COATING

RB RUBBER BASE - 4"

P PAINT

GWB/

EX CMU

GWB/

EX CMU

GWB/

EX CMU

GWB/

EX CMU

PAINT EXISTING EXPOSED

STRUCTURAL STEEL COLUMNS AND

BEAMS, PAINT UNDERSIDE OF

EXISTING CEILING DECK. EPOXY

PAINT TO 8' AFF.

PAINT EXISTING EXPOSED

STRUCTURAL STEEL COLUMNS AND

BEAMS, PAINT UNDERSIDE OF

EXISTING CEILING DECK. EPOXY

PAINT TO 8' AFF.

INTERIOR PARTITION

EXTEND PARTITION TO DECK AND

SEAL WITH ACOUSTICAL SEALANT

A

5/8" 3 5/8"

5/8"

5/8" GYP.BD.

3-5/8" METAL

STUDS @ 16" O.C.

5/8" GYP.BD.

3 12" SOUND

ATTENUATION

BLANKET

INTERIOR PARTITION INFILL

GYPSUM BOARD FURRING

TO 8'-0" AFF

B

5 5/8"

6" CMU BLOCK

5/8" GYP.BD.

5/8" GYP.BD.

7/8" MTL. FURRING

CHANNELS @ 16" O.C.

7/8" MTL. FURRING

CHANNELS @ 16" O.C.

INTERIOR PARTITION

GYPSUM BOARD FURRING

TO 8'-0" AFF

C

EXISTING WALL

CONSTRUCTION

5/8" GYP.BD.

5/8" GYP.BD.

7/8" MTL. FURRING

CHANNELS @ 16" O.C.

7/8" MTL. FURRING

CHANNELS @ 16" O.C.

INTERIOR PARTITION

GYPSUM BOARD FURRING

TO 8'-0" AFF

D

EXISTING WALL

CONSTRUCTION 5/8" GYP.BD.

7/8" MTL. FURRING

CHANNELS @ 16" O.C.

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

Z:\

Jo bs \61

-A

US

DA

B1 Re no va te P1

La b - At he ns

G A\0

7 W ork ing Fo lde r\A rch \A-

1.d wg Ap r 2 3,

- 3 :18 pm c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

BUILDING 1, U.S. NATIONAL POULTRY RESEARCH CTR.

RENOVATE ROOM P111

ATHENS, GEORGIA

SCHEDULES & DETAILS

A-201

1 XX12/10/2024

RPP

RPP

CG

SOUTHEAST AREA

STONEVILLE, MS

XXX

6124-A

XXX

XXX

XXX

XXX

SCALE:

SIGNAGE SCHEDULE

NOT TO SCALE

A-201

S-1

SCALE:

PARTIAL WALL SECTION

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

A-201

EXISTING CONCRETE

FLOOR SLAB

6" CMU BLOCK INFILL AT

EXISTING OPENING

EXISTING STEEL

CHANNEL LINTEL

TO REMAIN

EXISTING CMU PARTITION

6' -8

VE

R

IF

Y)

HORIZONTAL REINFORCEMENT

@ 16" O.C. VERTICALLY

SCALE:

DOOR & FRAME ELEVATION

3/8" = 1'-0"

A-201

PAIR 1 3/4" THICK HEAVY DUTY

HOLLOW METAL DOORS AND

HOLLOW METAL FRAME

A

6" X 34" VISION

LITE --14" THICK

CLEAR GLASS

7' -0

2"

2" 6'-0" 2"

6"

HOLLOW METAL DOOR

HOLLOW METAL

DOOR FRAME

3-5/8" METAL STUDS

16" O.C.

DOUBLE STUDS

AT HEADER

2"

A-201

5 DOOR JAMB

SCALE: 3"= 1'-0"

HOLLOW METAL

DOOR FRAME

DOUBLE 3-5/8" METAL

STUDS AT JAMB

METAL JAMB ANCHORS

3 PER JAMB

CAULK PERIMETER

OF FRAME BOTH

SIDES

6"

2"

HOLLOW METAL DOOR

A-201

4 DOOR HEAD

SCALE: 3"= 1'-0"

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

0 6" 1' 2'

SCALE: 3"=1'-0"

3"0 6" 1'

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

0 1' 2' 4' 8'

7' 2"

2" 3' 2"

1 3/4" THICK HEAVY DUTY

HOLLOW METAL DOOR AND

HOLLOW METAL FRAME

B

EXISTING CMU

WALL

8" CMU LINTEL

BLOCK

PR. ∠5"X3"X3/8" LLV

MIN. BEARING 8"

EACH SIDE

CAULK PERIMETER

OF FRAME BOTH

SIDES

EXISTING CMU

WALL

CAULK PERIMETER

OF FRAME BOTH

SIDES

A-201

7 DOOR JAMB

SCALE: 3"= 1'-0"

A-201

6 DOOR HEAD

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

PARTITION TYPES

NOT TO SCALE

A-2018'

-0 " W

AI

N

SC

O

T

AT

E

XI

ST

IN

G W

AL

LS

5/8" GYPSUM BOARD

WAINSCOT ON 7/8"

METAL FURRING

CHANNELS

METAL CORNER BEAD

2"

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

Z:\

Jo bs \61

-A

US

DA

B1 Re no va te P1

La b - At he ns

G A\0

7 W ork ing Fo lde r\M ec h\P

-10 1.d wg Ap r 2 3,

- 9 :45 am c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

BUILDING 1, U.S. NATIONAL POULTRY RESEARCH CTR.

RENOVATE ROOM P111

ATHENS, GEORGIA

PARTIAL FIRST FLOOR PLUMBING PLAN

P-101

1 XX12/10/2024

RPP

SME

CG

SOUTHEAST AREA

STONEVILLE, MS

XXX

6124-A

XXX

XXX

XXX

XXX

P128

CHASE

P122

STORAGE

P125

JANITOR

PP-5

STAIR

P120

STORAGE

P119

FREEZER

P118

FREEZER

P117

FREEZER

P116

FREEZER

P115

FREEZER

P114

FREEZER

P113

FREEZER

P112

STORAGE

P101

CORRIDOR

P109

WOMEN

P110

MEN

P121A

WORK ROOM

ELEVATOR

P111

STORAGE

P121

ENGINEERING CENTER

GENERAL NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PATCH DAMAGED

INSULATION, ADD INSULATION TO ALL DOMESTIC WATER PIPING

WHERE MISSING, AND TO PROTECT ALL EXISTING INSULATION IN

THE AREA OF WORK.

ROUTE SANITARY TO EXISTING FLOOR DRAIN.

ROUTE DOMESTIC HOT AND COLD WATER TO

EXISTING MAIN OVERHEAD. SEE DETAIL 4/P-601.

P-1

3/4" CA DOWN TO AIR HOSE REEL. MOUNT

HOSE REEL APPROX. 6'-6" AFF. USE RUBBER

AIR REEL STOPPERS TO MAKE ACCESS TO

AIR HOSE READILY AVAILABLE. PROVIDE

ADJUSTABLE WALL-MOUNTED PRESSURE

REGULATOR WITH VISIBLE PRESSURE GAUGE

PRIOR TO HOSE REEL CONNECTION.

LEGEND

EXIST.

LEGEND

AFF

CA

CP

DCW

DHW

FD

GCO

SSWR

TYP.

VTR

WCO

WH

ABOVE FINISHED FLOOR

COMPRESSED AIR PIPING

AIR COMPRESSOR

DOMESTIC COLD WATER PIPING

DOMESTIC HOT WATER PIPING

FLOOR DRAIN

GRADE CLEAN OUT

SANITARY SEWER PIPING

TYPICAL

VENT THROUGH ROOF

WALL CLEAN OUT

WATER HEATERCA

3/4" CA DOWN TO AIR HOSE REEL. MOUNT

HOSE REEL APPROX. 6'-6" AFF. USE RUBBER

AIR REEL STOPPERS TO MAKE ACCESS TO

AIR HOSE READILY AVAILABLE.PROVIDE

ADJUSTABLE WALL-MOUNTED PRESSURE

REGULATOR WITH VISIBLE PRESSURE

GAUGE PRIOR TO HOSE REEL CONNECTION.

CP-1

P-101

1 BUILDING 1 PARTIAL PLUMBING FLOOR PLAN

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

0 16'8'4' 24'

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

BUILDING 1 - KEY PLAN

AREA OF

WORK

P-101

1 BUILDING 1 PARTIAL PLUMBING EXISTING FLOOR PLAN

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

EXISTING FLOOR

DRAIN LOCATION

1" CA

1. ROUTE 3/4" DRAIN PIPING TO EXISTING MOP SINK LOCATED IN

JANITOR P125. PROVIDE EQUIPMENT PAD AND SPRING

ISOLATORS. SEE DETAIL 3/P-601.

X

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

Z:\

Jo bs \61

-A

US

DA

B1 Re no va te P1

La b - At he ns

G A\0

7 W ork ing Fo lde r\M ec h\P

-60 1.d wg Ap r 2 3,

- 9 :45 am c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

BUILDING 1, U.S. NATIONAL POULTRY RESEARCH CTR.

RENOVATE ROOM P111

ATHENS, GEORGIA

PLUMBING SCHEDULE AND DETAILS

P-601

1 XX12/10/2024

RPP

SME

CG

SOUTHEAST AREA

STONEVILLE, MS

XXX

6124-A

XXX

XXX

XXX

XXX

12-7/8"

8"

-1

/4 " 12

-1

/2

SCALE:

SERVICE SINK DETAIL

NOT TO SCALE

2" WASTE & P-TRAP

INSULATED

18" 18"

72"

30-7/8"

P-601

PLUMBING FIXTURE SCHEDULE

MARK DESCRIPTION CW HW WASTE VENT BASIS OF DESIGN REMARKS

P-1 1/2" 1/2" 2" 2"SERVICE SINK KRATOS

(BOWL) 29N-006

WATERLOO

(FAUCET) 750FW812

PROVIDE TYPE 304 STAINLESS STEEL COMPARTMENT SINK WITH

GALVINIZED STEEL LEGS AND ADJUSTABLE BULLET FEET. PROVIDE

WITH 2 GPM AERATOR,CHROME-PLATED BRASS CONSTRUCTED

SWINGING SPOUT ON 8" CENTERS.

INTERIOR WALL

TERMINATED

SLEEVE FLUSH

WITH FINISHED

WALL SURFACES.

SEAL OR CAULK

SLEEVES THRU FIRE

WALLS IN A SMOKE

TIGHT MANNER,

WITH FIRE STOP

MATERIAL.

PIPE AND

INSULATION TO BE

CENTERED IN

SLEEVE. DO NOT

SUPPORT PIPE FROM

SLEEVE.

BACK UP MATERIAL

FINISHED WALL

WHERE EXPOSED,

PROVIDE FINISHED

ESCUTCHEON

PLATE FLUSH

AGAINST WALL,

AND OF SIZE TO

COMPLETELY

COVER OPENING.

STEEL PIPE

SLEEVE OF SIZE

TO PASS PIPE AND

INSULATION.

SCALE:

TYPICAL PIPE SLEEVES THRU WALLS

NOT TO SCALEP-601

3/8" TOGGLE BOLT HILTI

MODEL 00066365

BEAM CLAMP,

GALVANIZED, B-LINE,

MODEL B305

TUBING CLAMP. B-LINE

MODEL B2038

EXISTING

CONCRETE

BLOCK WALL

SCALE:

TYPICAL PIPE SUPPORT DETAIL

NOT TO SCALEP-601

18"18"

18"

SCALE:

SERVICE SINK WASTE

CONNECTION DETAIL

NOT TO SCALEP-601

EXISTING FLOOR DRAIN

SHUT-OFF VALVE

1/2" INSULATED DOMESTIC COLD

AND HOT WATER ROUTED TO

CONNECTION AT EXISTING MAINS

SHUT-OFF VALVE

1/2" INSULATED DOMESTIC COLD

AND HOT WATER ROUTED TO

CONNECTION AT EXISTING MAINS

EXISTING DOMESTIC COLD AND

HOT WATER MAINS

1" AIR MAIN

TAKE-OFF TOP

3/4" CA DROP

DOMESTIC CA REEL

W/50'-1/2" HOSE

LINCOLN MODEL

85010-50 OR

APPROVED EQUAL BALL VALVE

NOTE: HOSE REELS TO BE MOUNTED AT 6'-6"

ABOVE FINISH FLOOR.

P-601

5 TYPICAL HOSE REEL INSTALLATION

TYPEMARK MOTOR

POWER

(HP)

AIR COMPRESSOR SCHEDULE

5 597 460/3

BASIS OF

DESIGN

FLOW AT

MAX

PRESSURE

(CFM)

14CP-1 80

TANK

SIZE

(GAL)

WEIGHT

(LBS)

VOLTS/

PHASE

TWO STAGE INGERSOLL RAND

2475N5

MAX

PRESSURE

(PSIG)

SINK AND FAUCET PER

SCHEDULE FIXTURE

ADJUSTABLE PRESSURE REGULATOR

SPRING ISOLATORS(4)

CONCRETE PAD.

4" THICK LEVEL REINFORCED

DRAIN TRAP.

AUTOMATIC LIQUID

D

DUPLEX AIR COMPRESSOR PACKAGE MOUNTED

ON TANK. MOTORS PRE-WIRED TO STARTER AND

ALTERNATOR CONTROL PANEL. REQUIRES TWO

POWER CONNECTION WITH DISCONNECTS BY DIV. 16.

INTAKE AIR FILTER

PRESSURE RELIEF VALVE,

SET 100 PSIG

OIL FILTER

SCALE:

AIR COMPRESSOR DETAIL

NOT TO SCALEP-601

NOTE:

MOUNT SINK IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

x6 x1 x1 x1 x1 x1 x1

12"Ø x1

12x12

19x16 x8

12x8

12x8

12x8

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

Z:\

Jo bs \61

-A

US

DA

B1 Re no va te P1

La b - At he ns

G A\0

7 W ork ing Fo lde r\M ec h\M

D1

.dw g

Ap r 2

3,

- 9

:45 am c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

BUILDING 1, U.S. NATIONAL POULTRY RESEARCH CTR.

RENOVATE ROOM P111

ATHENS, GEORGIA

PARTIAL FIRST FLOOR

HVAC DEMOLITION PLAN

MD101

1 XX12/10/2024

RPP

SME

CG

SOUTHEAST AREA

STONEVILLE, MS

XXX

6124-A

XXX

XXX

XXX

XXX

P128

CHASE

P122

STORAGE

P125

JANITOR

PP-5

STAIR

P120

STORAGE

P119

FREEZER

P118

FREEZER

P117

FREEZER

P116

FREEZER

P115

FREEZER

P114

FREEZER

P113

FREEZER

P112

STORAGE

P101

CORRIDOR

P109

WOMEN

P110

MEN

P111

STORAGE

P121

LAB

ELEVATOR

DEMOLITION KEYED NOTES

1. DISMANTLE AND REMOVE EXISTING DUCTWORK, INSULATION,

HANGERS, DAMPERS, GRILLES, REGISTERS, DIFFUSERS,

THERMOSTATS, AND ALL APPURTENANCES. REMOVE ALL DUCT

MOUNTED CONTROL DEVICES AND SENSORS.

2. DISMANTLE AND REMOVE EXISTING AIR HANDLING UNIT,

INSULATION, HANGERS, DAMPERS, CONTROL DEVICES AND ALL

APPURTENANCES.

3. DISMANTLE AND REMOVE EXISTING DEHUMIDIFICATION UNIT,

INSULATION, HANGERS, DAMPERS, CONTROL DEVICES AND ALL

APPURTENANCES.

4. DISMANTLE AND REMOVE EXISTING CONDENSING UNIT,

INSULATION, HANGERS, DAMPERS, CONTROL DEVICES AND ALL

APPURTENANCES. DEMOLISH EXISTING PIPING BACK TO

ISOLATION VALVES.

5. CAP EXISTING DUCTWORK TO REMAIN.

6. DISMANTLE AND REMOVE EXISTING UNIT HEATER, INSULATION,

HANGERS, CONTROL DEVICES AND ALL APPURTENANCES.

DEMOLISH EXISTING PIPING BACK TO ISOLATION VALVES.

CONTRACTOR IS RESPONSIBLE FOR PROPER ABATEMENT OF

INSULATION CONTAINING ASBESTOS.

7. EXISTING HYDRONIC PIPING TO REMAIN.

8. EXISTING LOUVER TO REMAIN.

9. EXISTING 1-1/2" CONDENSATE PIPING TO REMAIN.

X

LEGEND

POINT OF DEMOLITION

MD101

1 HVAC DEMOLITION FLOOR PLAN

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

EXISTING 1-1/2" CONDENSATE DOWN TO

EXISTING EQUIPMENT CONNECTION

0 16'8'4' 24'

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

BUILDING 1 - KEY PLAN

AREA OF

WORK

"Ø

"Ø

16"Ø

"Ø

"Ø

14"Ø

"Ø

"Ø

12"Ø

20"Ø x1

6"Ø8Ø

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

Z:\

Jo bs \61

-A

US

DA

B1 Re no va te P1

La b - At he ns

G A\0

7 W ork ing Fo lde r\M ec h\M

1.d wg Ap r 2 3,

- 9 :45 am c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

BUILDING 1, U.S. NATIONAL POULTRY RESEARCH CTR.

RENOVATE ROOM P111

ATHENS, GEORGIA

PARTIAL FIRST FLOOR HVAC PLAN

M-101

1 XX12/10/2024

RPP

SME

CG

SOUTHEAST AREA

STONEVILLE, MS

XXX

6124-A

XXX

XXX

XXX

XXX

P128

CHASE

P122

STORAGE

P125

JANITOR

PP-5

STAIR

P120

STORAGE

P119

FREEZER

P118

FREEZER

P117

FREEZER

P116

FREEZER

P115

FREEZER

P114

FREEZER

P113

FREEZER

P112

STORAGE

P101

CORRIDOR

P109

WOMEN

P110

MEN

P121A

WORK ROOM

ELEVATOR

P111

STORAGE

P121

ENGINEERING CENTER

GENERAL NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PATCH AND

PROTECT ALL EXISTING INSULATION IN THE AREA OF WORK.

SAG-1

SAG-1

SAG-1

SAG-1

SAG-1

SAG-1

SAG-1

SAG-1

SAG-1

SAG-1

SAG-1

SAG-1

SAG-1

RAG-1

RAG-1

RAG-1

RAG-1

RAG-1

RAG-1

RAG-1

RAG-1

ROUTE 10"x10" OUTDOOR

AIR INTAKE TO EXISTING

LOUVER. MODIFY SHEET

METAL CAP AS NEEDED FOR

DUCT CONNECTION

LEGEND

POINT OF RECONNECTION

WSHP-1

M-101

1 HVAC FLOOR PLAN

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

KEYED NOTES

1. PROVIDE UNIT WITH CONDENSATE PUMP AND ROUTE

INSULATED 3/4" CONDENSATE OVERHEAD TO EXISTING MOP

SINK LOCATED IN JANITOR P125. PROVIDE UNIT WITH EQUPMENT

PAD.

2. CONNECT 1-1/2" CONDENSER SUPPLY AND RETURN PIPING TO

EXISTING.

X

1-1/2" CONDENSER SUPPLY

AND RETURN PIPING

EF-1L-1

EAG-1

0 16'8'4' 24'

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

BUILDING 1 - KEY PLAN

AREA OF

WORK

CONDENSER SUPPLY

CONDENSER RETURN

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

Z:\

Jo bs \61

-A

US

DA

B1 Re no va te P1

La b - At he ns

G A\0

7 W ork ing Fo lde r\M ec h\M

-50 1.d wg Ap r 2 3,

- 9 :45 am c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

BUILDING 1, U.S. NATIONAL POULTRY RESEARCH CTR.

RENOVATE ROOM P111

ATHENS, GEORGIA

MECHANICAL DETAILS

M-501

1 XX12/10/2024

RPP

SME

CG

SOUTHEAST AREA

STONEVILLE, MS

XXX

6124-A

XXX

XXX

XXX

XXX

20% MAXIMUM

AREA REDUCTION

R=H (MIN.)

L

W 15°H

W

L

DIM. "D"

ELEVATION

VIEW

PLAN

VIEW

DUCT DIM.

(SEE PLAN)

DUCT "VENTURI"

DEPRESSION DETAIL

NOTE: USE DETAIL

WHERE REQUIRED BY

FIELD CONDITIONS.

H R

TRANS.

DN.

TRANS.

UP

MIN. 2/3

"D"

TYPICAL

OBSTRUCTION TO

DUCT PATH

3"

CABLE WRAP

AROUND BEAM

AND BAR JOIST CL20

DUCTMATE

CLUTCHERS

WR20 CABLE

DUCT

DUCT

INSULATION

THREADED ROD

DOUBLE NUT

UNISTRUT OR

ANGLE

UNISTRUT BAR

BAR JOIST

CL20

DUCTMATE

CLUTCHER OR

EQUAL

DUCTMATE

WR20 CABLE

OR EQUAL

MINIMUM 3/8"

DIA. THREADED

ROD

12 GAUGE

GALVANIZED

STEEL

DUCT

DUCT

INSULATION

DOUBLE NUT

DUCT

EXTERNAL INSULATION WHERE

SPECIFIED

NOTE: FOR SIZES UP TO 60"

WITH 10' MAXIMUM SPACING.

NOTE: SEMI-CIRCLE

HANGER. 61"-72" DIAMETER

WITH 10' MAXIMUM

SPACING.

END VIEW ELEVATION VIEW

2"3 1/2" 1"

NOTE: FOR SIZES UP TO 60"

WITH 10' MAXIMUM SPACING.

SINGLE

DOUBLE

NOTE: 10' MAXIMUM SPACING.

97-120

85-96

72-84

61-72

DUCT SIZE (IN.) STRUT SIZE

1 5/8 X 1 5/8 X 12 GA

N/A

N/A

N/A

2 1/2 X 2 1/2 X 1/4

2 X 2 X 1/4

N/A

ANGLE SIZE

3 X 3 X 1/4

3/8

ROD SIZE

3/8

3/8

3/8

SCALE:

DUCT HANGER DETAILS

N.T.S

M-501

SCALE:

DUCT DEPRESSION FOR STRUCTURAL CONFLICTS DETAIL

N.T.S

M-501

PROVIDE MANUAL OPPOSED DAMPER IN EACH BRANCH LINE

UNLESS OTHERWISE NOTED ON DRAWINGS. DAMPERS SHALL

BE INSTALLED IN ACCESSIBLE LOCATION NEAR TRUNK DUCT

AND MINIMUM OF 5'-0" FROM ANY AIR INLET OR OUTLET

DEVICE. COORDINATE W/ ACCESS DOORS IN NON-ACCESSIBLE

CEILINGS.

TRUNK

DUCT

OVAL BRANCH

DUCT

45° CLINCH COLLAR PER SMACNA

USE AT ALL BRANCH TAPS

UNLESS

SPLITTER DAMPERS ARE

INDICATED.

BELL-MOUTH

FITTING

NOTE:

MANUAL BALANCING DAMPERS SHALL BE PROVIDED IN ALL BRANCH RUN-OUTS TO

DIFFUSERS, R.A AND EXHAUST GRILLES, UNLESS SPECIFICALLY NOTED OTHERWISE

ON DRAWINGS.

LOCATE DAMPERS SO THEY ARE ACCESSIBLE FROM LAY-IN CEILING OR ACCESS

DOORS.

ROUND

DUCT

SCALE:

BRANCH DUCT TAP DETAIL

N.T.S

M-501

SCALE:

HOUSE KEEPING PAD DETAIL

N.T.S

M-501

HOUSEKEEPING PADS MUST EXTEND

A MINIMUM OF 6" BEYOND ALL SIDES

OF SUPPORTED EQUIPMENT UNLESS

OTHERWISE INDICATED. PADS MUST

BE A MINIMUM OF 4" THICK

PROVIDE 3000 PSI CONCRETE

HOUSEKEEPING PADS FOR

ALL GROUND AND/OR FLOOR

MOUNTED EQUIPMENT

EDGE OF

SUPPORTED

EQUIPMENT

CHAMFERED

EDGED ALL

SIDES

FLOOR

ALL PADS INSTALLED ON CONCRETE

FLOORS ARE TO BE PROVIDED WITH #4

REBAR DOWEL RODS PENETRATING A

MINIMUM OF 2" INTO BOTH THE PAD

AND THE SUPPORTING FLOOR.

PROVIDE A MINIMUM OF FOUR (4)

DOWEL RODS PER PAD, WITH SPACING

OF DOWEL RODS AT 18" ON CENTER

MAXIMUM BOTH WAYS.

#4

REINFORCEMENT

MAX 4" ON

CENTER EACH

WAY

FLEXIBLE

CONNECTION

GASKETED

ACCESS

PANEL

ACOUSTICAL

LINING

SCALE:

IN-LINE EXHAUST FAN DETAIL

N.T.S

M-501

NOTES:

FRAMING

DUCT AS REQUIRED

FIXED BLADES

SEALANT

1. OVERALL SIZE OF OPENING SHOULD BE 1/4" OR 1/2" GREATER IN BOTH

DIRECTIONS THAN EXTERNAL DIMENSIONS OF LOUVER FOR SIZES < 48"

OR > 48", RESPECTIVELY.

2. MAXIMUM LOUVER WIDTH < 5FT, USE MULLION CONNECTED SECTIONS

FOR GREATER WIDTHS.

3. CAULK AND SEAL AROUND PERIMETER OF LOUVER SECTION AT WALL.

4. PROVIDE ALUMINUM OR GALV EXPANDED BIRD EXCLUSION SCREEN ON

OUTSIDE OF LOUVER. (MIN FREE AREA 80% OF GROSS AREA).

5. FOR AIR TIGHT SEAL PROVIDE VINYL GASKET ALONG FULL WIDTH OF

EACH BLADE.

6. CONSTRUCT LOUVER OF NON-FERROUS CORROSION RESISTANT

MATERIAL AND SECURE WITH SS OR ALUMINUM FASTENERS.

SCALE:

TYPICAL LOUVER DETAIL

N.T.S

M-501

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

Z:\

Jo bs \61

-A

US

DA

B1 Re no va te P1

La b - At he ns

G A\0

7 W ork ing Fo lde r\M ec h\M

-50 2.d wg Ap r 2 3,

- 9 :45 am c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

BUILDING 1, U.S. NATIONAL POULTRY RESEARCH CTR.

RENOVATE ROOM P111

ATHENS, GEORGIA

MECHANICAL DETAILS

M-502

1 XX12/10/2024

RPP

SME

CG

SOUTHEAST AREA

STONEVILLE, MS

XXX

6124-A

XXX

XXX

XXX

XXX

CWR

CWS

NOTES:

1. CONTROL VALVE SHALL BE NORMALLY

CLOSED.

2. SUPPORT PIPING FROM FLOOR/CEILING

STRUCTURE. IN NO CASE SHALL WEIGHT OF

PIPING BE CARRIED BY COIL

3. STRUCTURAL TO PROVIDE BRACING FOR

ALL PIPING.

4. SEE SCHEDULE FOR RUN OUT PIPE SIZE AT

EACH COIL.

5. REFER TO FLOW DIAGRAM FOR LOCATION.

WSHP

WATER

COOLED

CONDENSER

OA MAIN

NOTES:

1. PROVIDE MANUAL VOLUME DAMPER AT EACH MAIN AT

EACH FLOOR, SUB-MAIN, BRANCH MAIN, AND BRANCH

TAKE-OFF. BRANCH DAMPER SHALL NOT SUBSTITUTE

FOR OBD AT TERMINAL.

2. PROVIDE CEILING ACCESS TO ALL DAMPERS

3. PROVIDE YOUNG REGULATOR OR DURO DYNE REMOTE

DAMPER ADJUSTMENT LINKAGE AND CEILING ACCESS

PLATE ASSEMBLY FROM CEILING AT HARD CEILINGS.

RA

OR

EA

AIR

MOVING

DEVICE

SCALE:

PIPE HANGER DETAILS

N.T.S

M-502

12" MIN

12" MIN

SINGLE PIPE CLEVIS

HANGER

U-CLAMP OR

CONDUIT

CLAMP

GALVANIZED

IRON TRAPEZE

OR UNISTRUT

16 GAUGE

GALVANIZED

SHEET SHIELD

WRAPPED FULLY

AROUND

INSULATION

INSULATION

PIPE

PROVIDE A SECTION OF

HIGH COMPRESSION

STRENGTH INSULATION AT

EACH HANGER POINT.

INSULATION SHALL BE HALF

ROUND AND EXTEND 2"

BEYOND GALVANIZED

SHIELD EACH WAY.

16 GAUGE

GALVANIZED

SHEET SHIELD

WRAPPED FULLY

AROUND

INSULATION

INSULATION

PIPE

HEAVY DUTY

CLEVIS

HANGER: MSS

SP-69 AND MSS

SP-58

PIPE

RIGID INSULATION INSERT

(12" LONG, 180^ ARC)

CLEVIS HANGER WITH

INSULATION SHIELD

INSULATION

BOLT & NUT

SUPPORT NUT

LOCKING NUT

TURNBUCKLE

W/LOCKNUT

HANGER ROD

SCALE:

CLEVIS HANGER DETAIL

N.T.S

M-502

MIN

MIN

3.5"

2" MIN

6.5"

DRAIN PAN

DRAIN LINE SHALL BE AT LEAST THE

SAME SIZE AS THE NIPPLE ON THE

DRAIN PAN. SEE PLANS FOR SIZES.

UNION

UNION FOR DRAINING

CLEAN OUT

SCALE:

CONDENSATE DRAIN P-TRAP DETAIL

N.T.S

M-502

NOTE:

INSULATE ALL CONDENSATE PIPING IN

BUILDING.

PIPE PENETRATION NOTES:

1. PROVIDE PITCH POCKET CONSTRUCTION, ADDITIONAL FLASHING, OR

WEATHER CAP AS REQUIRED FOR WATERPROOF CONSTRUCTION. DO NOT

MECHANICALLY ATTACH PIPE TO STRUCTURE IN ANY WAY.

2. SPACE BETWEEN PIPE AND SLEEVE SHALL BE FREE OF ANY FOREIGN

MATERIALS.

3. PIPE SHALL NOT CONTACT STRUCTURE AT ANY TIME. WEDGES ARE NOT BE

USED TO MAINTAIN PIPE POSITION.

4. PIPE MUST BE APPROXIMATELY CENTERED IN OPENING.

CAULK ALL JOINTS

AND SLEEVE ENDS

WATERTIGHT

PIPING

SCH. 40 PIPE STEEL SLEEVE

FOAM INSULATION OR

FIRE STOP MATERIAL

(FOR FIRE RATED

PARTITIONS)

PIPE INSULATION AS APPLICABLE

PARTITION

SCALE:

PIPE PENETRATION DETAIL

N.T.S

M-502

TOP OF COIL

FLEX CONNECTION (TYP.)

3/8'' MANUAL VENT COCK

WITH THREADED PIPE END

TEMPERATURE/PRESSURE TEST PORT (TYP.)

3-WAY CONTROL VALVE (3-WAY ONLY REQUIRED AT COIL

LOCATIONS INDICATED ON MECHANICAL DRAWINGS PROVIDE

STANDARD 2-WAY CONTROL VALVE ELSEWHERE)

UNION (TYP.)

BALANCING VALVE

COMBINATION BALANCING

VALVE & FLOW INDICATOR

THERMOMETER (TYP.)

SHUTOFF

VALVE (TYP.)

3/4'' DRAIN WITH

HOSE END

BRANCH MAIN

SUB-MAIN (2 OR

MORE BRANCH

MAINS)

MVD AT EACH MAIN DUCT TAKE-OFF

AT RISER AT EACH FLOOR (TYP)

LOCATE EACH MVD

AT EACH DUCT

TAKE-OFF (TYP)

RA BRANCH

PROVIDE W/OBD

EA BRANCH

PROVIDE W/OBD

STRAINER

SCALE:

WSHP CONDENSER WATER CONNECTION DETAIL

N.T.S

M-502

SCALE:

MANUAL VOLUME DAMPER DETAIL (MVD)

N.T.S

M-502

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

Z:\

Jo bs \61

-A

US

DA

B1 Re no va te P1

La b - At he ns

G A\0

7 W ork ing Fo lde r\M ec h\M

-60 1.d wg Ap r 2 3,

- 9 :45 am c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

BUILDING 1, U.S. NATIONAL POULTRY RESEARCH CTR.

RENOVATE ROOM P111

ATHENS, GEORGIA

MECHANICAL SCHEDULES AND DETAILS

M-601

1 XX12/10/2024

RPP

SME

CG

SOUTHEAST AREA

STONEVILLE, MS

XXX

6124-A

XXX

XXX

XXX

XXX

NOTES:

1. SUBMIT FINISH/FRAME STYLE OFF ALL DEVICES FOR REVIEW.

2. PROVIDE WITH ALUMINUM CONSTRUCTION.

GRILLE, REGISTER AND DIFFUSER SCHEDULE

MARK TYPE USE

S

PANEL

SIZE IN.

NECK

SIZE IN.

MAX CFM MAX PD

IN. WC FINISH PATTERN REMARKSR E

MAX. NOISE

CRITERIA (NC)

NOTES:

1. PROVIDE LOUVER WITH ALUMINUM INSECT SCREEN.

2. ALL LOUVERS MUST BE FLORIDA PRODUCT APPROVED.

MARK DESCRIPTION REMARKSAPPLICATION WIDTH

(IN)

HEIGHT

(IN)

FREE

AREA

(SF)

VOLUME

(CFM)

PRESSURE

DROP

(IN WG)

FREE

AREA

VELOCITY

(FPM)

BEGINNING POINT

OF WATER

PENETRATION,

BPWP (FPM)

L-1 SEE NOTES

BASIS

OF

DESIGN

MAKE

BASIS

OF

DESIGN

MODEL

FIXED BLADE

HURRICANE LOUVER

12 GREENHECK EHV-550EXHAUST 12 0.2 70 0.04 308

LOUVER SCHEDULE

DEPTH

(IN)

16X12 16X12 SIDEWALL SEE NOTESXSAG-1 DUCT MOUNTED

LOUVERED GRILLE 550

OFF

WHITE0.025 12

16X12 16X12 SIDEWALL SEE NOTESXRAG-1 DUCT MOUNTED

LOUVERED GRILLE 550

OFF

WHITE0.025 12

EAG-1 110 PERF. SEE NOTESCEILING MOUNTED

PERFORATED GRILLE X 12X12 6Ø

MATCH

CEILING0.025 15

WATER SOURCE HEAT PUMP (PART 1 OF 2)

OA

AIRFLOW

(TOTAL)

ESP

(IN H2O)

TSP

(IN H2O) TOTAL

MBH

SENS

MBH

EAT °F

(DB/WB)

EWT

(°F)

FLOW

(GPM)

WPD

(FT)

LAT °F

(DB/WB)

LWT

(°F)

COOLING

CAPACITY AIR SIDE WATER SIDEMARK TYPE SERVES HP

(EACH)

SUPPLY FAN

P121 &

P121A 240 127.22.0 89.2 57/53.7 70.3 90.1WSHP-1

NOTES:

1. ALL UNITS TO BE DOUBLE WALL WITH HINGED ACCESS DOORS.

2. PROVIDE UNITS WITH VARIABLE FREQUENCY DRIVE(S) AND SINGLE POINT POWER CONNECTIONS. COORDINATE WITH ELECTRICAL.

3. PROVIDE SMOKE DETECTORS IN SUPPLY AND RETURN DUCTS. COORDINATE WITH ELECTRICAL AND FIRE ALARM.

4. INTERLOCK AHU(S) VIA BAS TO DE-ENERGIZE ON ANY FIRE ALARM/SMOKE DETECTION IN THE BUILDING.

5. PROVIDE DISPOSABLE MERV 13 FINAL FILTERS.

6. PROVIDE UNIT WITH CONDENSATE PUMP.

VERTICAL

FLUID

WATER

BASIS

OF

DESIGN

TRANE 15.0 4.81.5

VOLTS/

PHASE

OPER.

WEIGHT

(LBS) REMARKS

SEE NOTES460V/3PH 857

PRE /

FINAL

FILTERS

NONE/

MERV 13

MOP

ELECTRICAL

AIRFLOW

MONITORING

STATION

LOCATION

OA INTAKE

DUCT

TOTAL

MBH

EAT °F

(DB)

EWT

(°F)

FLOW

(GPM)

WPD

(FT)

LAT °F

(DB)

LWT

(°F)

HEATING

CAPACITY AIR SIDE WATER SIDE

126.1 56.8 105.8 70.3 56.8

FLUID

WATER 15 4.8

WATER SOURCE HEAT PUMP (PART 2 OF 2)

TOTAL

AIRFLOW

(CFM)

MCA

20.65

FLA

18.70

80.6/66.21.5

EXHAUST FAN SCHEDULE

BASIS

OF DESIGN MAX

SONES

VOLTS/

PHASE FLA MCA MOP OTHER AS

NOTED

OPER.

WEIGHT

(LBS)

MARK

RPMDRIVES.P.

IN.WC.

AIRFLOW

CFM

FAN DATA ELEC. DATA

POWER

HP

CONTROL INTERLOCKS

SWITCH

REMARKSFAN

TYPE

EF-1 70 VARIABLENO 271/151.911640.2 SEE NOTESCENT. 1.3 1.6 15115/1DIRECTGREENHECK

SQ-70-VG

TYPE

INLINE

NOTES:

1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.

2. PROVIDE WITH GRAVITY BACKDRAFT DAMPER.

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

Z:\

Jo bs \61

-A

US

DA

B1 Re no va te P1

La b - At he ns

G A\0

7 W ork ing Fo lde r\M ec h\M

-70 1.d wg Ap r 2 3,

- 9 :45 am c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

USDA AGRICULTURAL RESEARCH SERVICE

BUILDING 1, U.S. NATIONAL POULTRY RESEARCH CTR.

RENOVATE ROOM P111

ATHENS, GEORGIA

MECHANICAL CONTROLS

M-701

1 XX12/10/2024

RPP

SME

CG

SOUTHEAST AREA

STONEVILLE, MS

XXX

6124-A

XXX

XXX

XXX

XXX

ROOM THERMOSTAT WITH:

· DISPLAY

· ON/OFF CONTROL

· TEMPERATURE SETPOINT

ADJUSTMENT

· FAN SPEED ADJUSTMENT REFER TO FLOOR PLANS

FOR 3 WAY VALVE LOCATIONS

AI

T

INTEGRAL UNIT

CONTROLLER

AND SINGLE

POINT POWER

CONNECTION

CSR

E

DO

DI

START / STOP

RUN STATUS

CWR

CWS

T

AI

RA SA

WSHP

DO

DI

LAN TRUNK TO

OTHER DDC

CONTROLLER

A. THE WATER SOURCE HEAT PUMP UNIT SHALL BE CONTROLLED

BY A MANUFACTURER SUPPLIED BACNET CONTROLLER

INTEGRATED INTO THE BMS TO MAINTAIN THE ZONE

TEMPERATURE AT SETPOINT.

B. SCHEDULING: THE WATER SOURCE HEAT PUMP SYSTEM WILL BE

ENABLED BASED ON A TIME-OF-DAY (TOD) SCHEDULE AND SYSTEM

DEMAND AS INDICATED BY ZONE THERMOSTAT OR AS

PROGRAMMED BY THE BUILDING OPERATOR. SYSTEM OPERATION

SHALL BE ALLOWED AT ALL TIMES.

C. MODES OF OPERATION:

C.1. OCCUPIED MODE: DURING OCCUPIED MODE, ENABLE OPERATION

OF HEAT PUMP UNIT AND THE CONDENSER WATER SYSTEM AND

OPEN THE WSHP ISOLATION VALVE. THE REVERSING VALVE AND DX

COMPRESSORS SHALL BE STAGED AS REQUIRED TO MAINTAIN THE

SPACE TEMPERATURE HEATING (68F) AND COOLING (78F)

SETPOINTS (ADJ.). THE SUPPLY FAN SHALL RUN CONTINUOUSLY.

C.2. UNOCCUPIED MODE: DURING UNOCCUPIED MODE, DISABLE

OPERATION OF HEAT PUMP UNIT AND THE CONDENSER WATER

PLANT AND CLOSE THE WSHP ISOLATION VALVE. THE WSHP SHALL

CYCLE ON TO MAINTAIN THE UNOCCUPIED SPACE TEMPERATURE

SETBACK HEATING(55F) AND COOLING(85F) SETPOINTS (ADJ.). WHEN

A WALL SENSOR OVERRIDE BUTTON IS DEPRESSED DURING

UNOCCUPIED PERIOD, OPERATE THE SYSTEM IN OCCUPIED MODE

FOR ONE HOUR (ADJ.).

C.3. DEMAND SHED: UPON RECEIPT OF A DEMAND SHED SIGNAL, ALL

NON-CRITICAL ZONES SHALL RESET THEIR HEATING SETPOINT

DOWN BY 4°F AND THEIR COOLING SETPOINT UP BY 4°F. THE

DEMAND SHED MODE SHALL BE MANUALLY ENABLED OR DISABLED

BY AN OPERATOR BUTTON ON THE GRAPHICAL USER INTERFACE AS

WELL AS BY AN AUTOMATIC CAMPUS SIGNAL.

D. DX CYCLE CONTROL: INCORPORATE COMPRESSOR MINIMUM ON

TIME, COMPRESSOR MINIMUM OFF TIME, AND COMPRESSOR

ON/OFF DELAYS FOR PERIODS RECOMMENDED BY THE WSHP

MANUFACTURER.

OUTDOORS

ROOM

EF-DPS

L H

120 VAC NH

EXHAUST FAN TERMINALS

HAND OFF

AUTO

EF

STR

COIL

OVERLOADS

SEQUENCE OF OPERATION

CONTROL OF EF-1:

EXHAUST FAN MUST BE IN OPERATION

CONTINUOUSLY.

FUNCTION

PROOFS

& SAFETIES

EF-S EXHAUST FAN STATUS ON/OFF EXHAUST FAN FAILED TO START INFO

START/STOP EF-SS EXHAUST FAN START/STOP COMMAND ON/OFF

NOTES:

1. THE CONTRACTOR SHALL COMPLETE THE POINTS SCHEDULE AS INDICATED IN THE SPECIFICATION AND IN ACCORDANCE WITH THIS DRAWING.

SCALE:

EXHAUST FAN CONTROLS

NTS

DDC

CHWP1-SS

CHWP1-S

POINT NAME DESCRIPTION

SETTING

(WITH UNITS)

RANGE

(WITH UNITS)

IO

TYPE

ALARM CONDITION

(SEE NOTES)

ALARM

PRIORITY

ALARMING

BI

BO

M-701

SCALE:

WATER SOURCE HEAT PUMP CONTROLS

NTS

M-701

ELECTRICAL GENERAL NOTES:

1. THE WORK MUST CONFORM WITH ALL REQUIREMENTS OF:

· NFPA 70, NATIONAL ELECTRICAL CODE (NEC) (2020)

· NFPA 101, LIFE SAFETY CODE (2018)

· NFPA 780, STANDARDS FOR INSTALLATION OF LIGHTNING PROTECTION SYSTEMS (2020)

· IEEE C2, NATIONAL ELECTRICAL SAFETY CODE (NESC) (2017)

· UFC 1-200-01, DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS),

· UFC 1-200-02, HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS

· UFC 3-501-01, ELECTRICAL ENGINEERING

· UFC 3-520-01 INTERIOR ELECTRICAL SYSTEMS

· UFC 3-530-01, INTERIOR AND EXTERIOR LIGHTING AND CONTROLS

· UFC 3-550-01, EXTERIOR ELECTRICAL POWER DISTRIBUTION

· UFC 3-560-01, OPERATION AND MAINTENANCE: ELECTRICAL SAFETY

· UFC 3-575-01, LIGHTNING AND STATIC ELECTRICITY PROTECTION SYSTEMS

· UFC 3-580-01, TELECOMMUNICATIONS BUILDING CABLING SYSTEMS PLANNING AND DESIGN

· UFC 4-010-01, DOD ANTITERRORISM STANDARDS FOR BUILDINGS

· UFC 4-011-06, CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

· ASHRAE 90.1, ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL BUILDINGS (2013)

*CRITERIA AND STANDARDS LISTED ALSO INCLUDE SPECIFIED STANDARDS AND RELATED SECTIONS AS PART OF THE DESIGN.

2. MINIMUM RACEWAY SIZE MUST BE 3/4". INCREASE RACEWAY SIZE AS REQUIRED TO LIMIT RACEWAY FILL RATIO TO LESS THAN 40% FULL FOR FEEDERS

AND 20% FOR BRANCH CIRCUITS IAW CNIFR REQUIREMENTS.

3. THE ELECTRICAL CONTRACTOR MUST CAREFULLY COORDINATE WORK WITH OTHER TRADES THROUGH THE GENERAL CONTRACTOR AND MUST BE RESPONSIBLE FOR SECURING SPACE REQUIREMENTS FOR ELECTRICAL EQUIPMENT CLEARANCE FOR RECESSED LUMINAIRES AND CORRECT ROUGH-IN

LOCATIONS OF ELECTRICAL CONNECTIONS.

4. VERIFY DOOR SWINGS WITH ARCHITECTURAL DRAWINGS BEFORE ROUGHING IN WALL SWITCHES. SWITCHES IN THE SAME LOCATION MUST BE GANGED

TOGETHER IN ONE COMMON BACKBOX AND MUST HAVE ONE COMMON FACE PLATE.

5. ALL FEEDERS AND BRANCH CIRCUITS MUST INCLUDE A GREEN INSULATED GROUND CONDUCTOR, SIZE PER NATIONAL ELECTRICAL CODE, OR AS SHOWN, CONNECTED TO EACH DEVICE AND OUTLET BOX ON THE CIRCUIT AND TO THE PANELBOARD GROUND BUS. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT. MULTIPLE BRANCH CIRCUITS IN ONE RACEWAY REQUIRE ONLY ONE GROUND CONDUCTOR.

6. VERIFY LUMINAIRE, CEILING MOUNTED OCCUPANCY SENSOR LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS AND DIMENSIONS PRIOR TO INSTALLATION. VERIFY EXACT LOCATIONS OF MOTORS AND EQUIPMENT BEFORE ROUGHING-IN.

7. EXISTING ELECTRICAL WORK (NOT SHOWN) MUST REMAIN, UNLESS INDICATED OTHERWISE. SHOULD ANY EXISTING ELECTRICAL POWER, LIGHTING OR AUXILIARY CIRCUIT, FEEDER OR EQUIPMENT BE SEVERED, DISCONNECTED OR DELETED IN THE PROCESS OF CONSTRUCTION OR REMODELING WHICH IS DONE AS A RESULT OF CONTRACT PLANS AND SPECIFICATIONS, AND UNLESS SPECIFICALLY DESIGNATED BY THE DRAWINGS TO BE DELETED, THEN SAID CIRCUIT OR FEEDER MUST BE RESTORED TO WORKING CONDITION. THE RESTORATION MUST INCLUDE RE-ROUTING, RELOCATION, RECONNECTION OR REPLACEMENT AS MAY BE REQUIRED BY THE NEW WORK. ANY SUCH WORK REQUIRED MUST BE INCLUDED IN THE CONTRACT AND NO EXTRA COMPENSATION

WILL BE GRANTED.

8. NEW WORK MUST BE MADE TO TIE INTO THE EXISTING IN A UNIFORM MANNER, SIMILAR ITEMS OF NEW WORK MUST BE CHECKED AGAINST EXISTING

WORK

9. REFER TO ONE-LINE DIAGRAMS, SCHEDULES AND RISER DIAGRAMS FOR CONDUCTOR AND CONDUIT SIZES NOT SHOWN ON PLANS.

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

11. DEMOLISH IS AN INCLUSIVE TERM USED TO DESCRIBE ASPECTS OF THE WORK TO BE ACCOMPLISHED, AND IS HEREBY DEFINED TO REQUIRE CONTRACTOR TO DISCONNECT EQUIPMENT FROM ALL CONNECTIONS, REMOVE FROM THE OWNER'S SITE, AND DISPOSE OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES. COST OF DISPOSAL IS ENTIRELY THE CONTRACTOR'S RESPONSIBILITY.

12. ALL CONDUCTORS ARE COPPER UNLESS SPECIFICALLY NOTED AS ALUMINUM.

13. CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCUREMENT OF ANY MATERIALS AND

DEVELOPMENT OF ANY SHOP DRAWINGS OR SUBMITTALS.

14. PROVIDE LABELS ON ALL RECEPTACLES, WALL MOUNTED LIGHT SWITCHES/OCCUPANCY SENSORS AND JUNCTION BOXES INDICATING THE SOURCE PANEL & CIRCUIT(S). TEXT MUST BE BLACK, 1/4" IN HEIGHT PRINTED ON A CLEAR LABEL. HANDWRITTEN LABELS ARE NOT PERMITTED EXCEPT FOR JUNCTION BOXES LOCATED ABOVE FINISHED CEILING WHICH CAN BE HANDWRITTEN WITH AN INDELIBLE MARKER.

15. ALL EQUIPMENT PADS FOR INTERIOR ELECTRICAL EQUIPMENT MUST BE FLUSH WITH FRONT SIDE OF EQUIPMENT AND EXTEND AT LEAST 2" BEYOND

THE FOOTPRINT OF THE EQUIPMENT ON ALL OTHER SIDES.

ELECTRICAL ABBREVIATIONS:

A OR AMP

ACC

AC

AC

AF

AFF

AFG

AHU

AIC

AL

AM

ASYM

AT

ATS

AUTO

AWG

B

BC

BCW

BFF

BFG

BLDG

BMGB

C

CAT

CB

CCT

CCTV

CFCI

CH

CHWCP

CHWP

CHWSP

CKT

CMH

CMS

CP

CPT

CRAC

CRI

CT

CT

CU

CWP

D

DC

DF

DH or DUH

DHWCP

DISC

DOAS

DPST

DPDT

DSCU

DSHP

DSS

DWBP

DX

EC

ECB

EF

ELEC

EMH

EMT

E or EMER

EPA

EQUIP

ERV

ERU

EXIST or EX

EUH

EXP

EWC

EWH

F

FACP

FCU

FLEX

FWE

G OR GND

GFGI

GFI

GRS

GUH

GWH

H or HT

HAC

HOA

HP

HP

HT

HVU

HWCP

HWP

HWRP

HWSP

AMPERE(S)

AIR COOLED CHILLER

ALTERNATING CURRENT

AIR COMPRESSOR / AIR CURTAIN

AMP FRAME

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AIR HANDLING UNIT

AMPERE INTERRUPTING CAPACITY

ALUMINUM

AMMETER

ASYMMETRICAL

AMP TRIP

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AMERICAN WIRE GAUGE

BOILER

BRANCH CONTROLLER

BARE COPPER WIRE

BELOW FINISHED FLOOR

BELOW FINISHED GRADE

BUILDING

BUILDING MASTER GROUNDING BUSBAR

CONDUIT

CATEGORY

CIRCUIT BREAKER

CORRELATED COLOR TEMPERATURE

CLOSED CIRCUIT TELEVISION

CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CHILLER

CHILLED WATER CIRCULATING PUMP IN A PRIMARY-SECONDARY SYSTEM

CHILLED WATER PUMP

CHILLED WATER SUPPLY PUMP IN A PRIMARY-SECONDARY SYSTEM

CIRCUIT

COMMUNICATIONS MANHOLE

COMBINATION MOTOR STARTER

CONDENSATE PUMP

CONTROL POWER TRANSFORMER

COMPUTER ROOM AC UNIT

COLOR RENDERING INDEX

CURRENT TRANSFORMER

COOLING TOWER

COPPER OR CONDENSING UNIT

CONDENSER WATER PUMP

DEPTH

DIRECT CURRENT

DESTRATIFICATION FAN

DUCT HEATERS

DOMESTIC HOT WATER CIRCULATING PUMP

DISCONNECT SWITCH

DEDICATED OUTSIDE AIR SYSTEM (UNIT)

DOUBLE POLE SINGLE THROW

DOUBLE POLE DOUBLE THROW

DUCTLESS SPLIT CONDENSING UNIT (POWERS THE DSS INDOOR UNIT)

DUCTLESS SPLIT HEAT PUMP (POWERS THE DSS INDOOR UNIT)

DUCTLESS SPLIT SYSTEM (INDOOR UNIT)

DOMESTIC WATER BOOSTER PUMP

DIRECT EXPANSION (DX) COOLING COIL

EMPTY CONDUIT

ENCLOSED CIRCUIT BREAKER

EXHAUST FAN

ELECTRICAL

ELECTRICAL MANHOLE

ELECTRICAL METALLIC TUBING

EMERGENCY

EFFECTIVE PROJECTED AREA

EQUIPMENT

ENERGY RECOVERY VENTILATOR

ENERGY RECOVERY UNIT

EXISTING

ELECTRIC UNIT HEATER

EXPLOSION PROOF

ELECTRIC WATER COOLER

ELECTRIC WATER HEATER

FUSE

FIRE ALARM CONTROL PANEL

FAN COIL UNIT

FLEXIBLE

FURNISHED WITH EQUIPMENT

GROUND

GOVERNMENT FURNISHED GOVERNMENT INSTALLED

GROUND FAULT INTERRUPTER

GALVANIZE…