Attachment 3 Ft. Pierce Final Drawing SetPart-3.pdf

PDF 21 MB Posted May 7, 2026

Attached to: Tornado Damage Repairs at the USDA-ARS U. S. Horticultural Research Laboratory, Ft. Pierce, Florida
Solicitation number: 1232SA26R0020
Issued by: Department of Agriculture Agricultural Research Service

About this file

Written by GovTribe AI · May 7, 2026

This is a set of architectural and engineering drawings for repair and renovation work at the USDA Agricultural Research Service US Horticultural Research Laboratory in Fort Pierce, Florida following tornado damage. The project involves multiple bid options covering different scopes of work at three primary sites: Picos Farm, Picos Pond, and Leesburg.

The drawings specify comprehensive renovation work including screened hoophouses with mesh screening and rolled plastic coverings, greenhouse reconstruction using 16 MM polycarbonate panels with glazing systems, and pesticide storage structures. Mechanical systems include unit heaters, exhaust fans, evaporative cooling walls, and natural gas piping ranging from 3/4 inch to 6 inches in diameter. Plumbing work encompasses domestic cold water and hot water supply piping, fertilizer injection systems with 40-gallon reservoirs, work sinks with eyewash stations, hose bibbs, and drain systems. Fire alarm integration into existing systems is required with new strobes, horn/strobes, and manual pull stations. The drawings include detailed demolition plans, phasing plans for construction sequencing, door and frame schedules, plumbing fixture specifications, and standard details for connections, wall penetrations, and support systems. Bid options numbered 1-5 define varying scopes for different facility areas, with specifications for materials including stainless steel fixtures, aluminum supports, schedule 40 galvanized piping, and precast concrete elements. The project includes general notes requiring compliance with all applicable codes, coordination with existing systems that must remain operational, and proper documentation of as-built conditions.

View the file

Other files

File	Type	Posted
Tornado Repairs - Project Description.pdf	PDF	Jun 4, 2026
Attachment 10 Leesburg Farm Asbestos Survey - Report.pdf	PDF	Jun 4, 2026
Attachment 6 Wage Determination UPDATED.pdf	PDF	Jun 4, 2026
Attachment 8 Horticultural Research Lab Hazardous Material Survey Report - compressed.pdf	PDF	Jun 4, 2026
Sign-in Sheet_Main Site_USHRL-Fort Pierce.pdf	PDF	Jun 4, 2026
Sol_1232SA26R0020_Amd_0001.pdf	PDF	Jun 4, 2026
Sign-in Sheet_Whitmore Site_USHRL-Leesburg.pdf	PDF	Jun 4, 2026
Attachment 12 Solicitation Requests for Information.pdf	PDF	Jun 4, 2026
Attachment 9 USDA Picos Research Farm Hazardous Material Survey Report.pdf	PDF	Jun 4, 2026
Attachment 7 As Builts.zip	ZIP file	Jun 4, 2026
Attachment 11 Photos.zip	ZIP file	Jun 4, 2026
Sign-in Sheet_PICOS Site_USHRL-Fort Pierce.pdf	PDF	Jun 4, 2026
Attachment 1 Ft. Pierce Final Drawing SetPart-1.pdf	PDF	May 7, 2026
1232SA26R0020.pdf	PDF	May 7, 2026
Attachment 5 Ft Pierce Final Specifications.pdf	PDF	May 7, 2026
Attachment 4 Ft. Pierce Final Drawing SetPart-4.pdf	PDF	May 7, 2026
Attachment 2 Ft. Pierce Final Drawing SetPart-2.pdf	PDF	May 7, 2026
Attachment 6 Wage Determination.pdf	PDF	May 7, 2026

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'-0

1'-

HOOPHOUSE SCREENED HOOPHOUSE

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

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t. P ier ce

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Fo lde r\A rch

\A2

.dw g

Ap r 2

- 9

:26 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

EXTERIOR ELEVATIONS -

PICOS FARM

A206 43 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

SOUTH ELEVATION - PICO FARM HOOPHOUSE

1/4"=1'-0"

A206

SCALE:

NORTH ELEVATION - PICO FARM HOOPHOUSE

1/4"=1'-0"

A206

SCALE:

WEST ELEVATION - PICO FARM HOOPHOUSE (EAST SIM.)

1/4"=1'-0"

A206

LEGEND

NOTE: ALL WORK THIS SHEET IS BID OPTION #4

8'0 2' 4' 12'

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

MESH SCREENING

ROLLED PLASTIC

A302

VENTILATION FANS

-- SEE MECHANICAL

DOOR AS

SCHEDULED (TYP.)

DOOR AS

SCHEDULED (TYP.)

BrandonBurton

4825 BP STAMP 260427

'-1

RIDGE CAP

EXISTING CONC. SLAB

CONCRETE FOOTINGS --

SEE STRUCTURAL

'-6

" M

12RIDGE CAP

EXISTING CONC. SLAB

CONCRETE FOOTINGS -

SEE STRUCTURAL

'-1

'-6

" M

12RIDGE CAP

EXISTING CONC. SLAB

CONCRETE FOOTINGS --

SEE STRUCTURAL

STEEL FRAME AND GIRTS -

PAINTED

METAL WALL PANELS

'-6

" M

1'- 8"

5'- 6"

4'- 0"

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\A rch

\A2

.dw g

Ap r 2

- 9

:26 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

EXTERIOR ELEVATIONS -

PICOS POND

A207 44 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

WEST ELEVATION - POND SITE BUILDING #1 (EAST SIM.)

1/4"=1'-0"

A207SCALE:

NORTH ELEVATION - POND SITE BUILDING #1 (SOUTH SIM.)

1/4"=1'-0"

A207

SCALE:

WEST ELEVATION - POND SITE BUILDING #2 (EAST SIM.)

1/4"=1'-0"

A207SCALE:

NORTH ELEVATION - POND SITE BUILDING #2 (SOUTH SIM.)

1/4"=1'-0"

A207

NOTE: ALL WORK THIS SHEET IS BID OPTION #4

8'0 2' 4' 12'

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

CONC. FOOTINGS -- SEE STRUCTURAL

STEEL FRAME - PAINTED

METAL ROOF

RIDGE CAP

STEEL FRAME - PAINTED

METAL ROOF

RIDGE CAP

SCALE:

WEST ELEVATION - POND SITE BUILDING #3 (EAST SIM.)

1/4"=1'-0"

A207SCALE:

NORTH ELEVATION - POND SITE BUILDING #3 (SOUTH SIM.)

1/4"=1'-0"

A207

CONC. FOOTINGS AND SLAB -

SEE STRUCTURAL

STEEL FRAME WITH "Z" GIRTS BY

METAL BLDG. MANUFACTURER

DESIGN

METAL ROOF

RIDGE CAP

METAL WALL PANELS

WITH 2" REVEAL AT

GROUND LEVEL

GIRT SPACING

A503

CONC. FOOTINGS -- SEE STRUCTURAL

X-BRACING AS REQUIRED BY

MANUFACTURER

X-BRACING AS REQUIRED BY

MANUFACTURER

GENERAL NOTES:

A. PRIME AND PAINT ALL EXPOSED METAL

2.5

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\A rch

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.dw g

Ap r 2

- 9

:26 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

EXTERIOR ELEVATIONS -

LEESBURG

A208 45 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

WEST ELEVATION - LEESBURG EXISTING GREENHOUSE (EAST SIM.)

1/4"=1'-0"

A208

SCALE:

NORTH ELEVATION - LEESBURG EXISTING GREENHOUSE

1/4"=1'-0"

A208

NOTE: ALL WORK THIS SHEET IS BID OPTION #5

8'0 2' 4' 12'

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

PROVIDE GUTTER AND DRAIN

SYSTEM TO MATCH EXISTING

RESKIN GREENHOUSE

PANELS WITH 16 MM

POLYCARBONATE PANELS

ON EXISTING STRUCTURE

PROVIDE MECHANICAL FAN UNITS

PROVIDE SCREENED

VESTIBULE

SCREENED VESTIBULE NOT SHOWN FOR CLARITY

LEGEND

MESH SCREENING

16 MM POLYCARBONATE PANEL GREENHOUSE GLAZING

RESKIN GREENHOUSE

PANELS WITH 16 MM

POLYCARBONATE PANELS

ON EXISTING STRUCTURE

PROVIDE GUTTER AND DRAIN

SYSTEM TO MATCH EXISTING

DOOR PROVIDED BY

GREENHOUSE MANUFACTURER

PROVIDE GUTTER AND DRAIN

SYSTEM TO MATCH EXISTING

- 7

'-6

- 5

'-4

7'- 9"

1'- 6"

PROVIDE 16MM POLYCARBONATE

WALL AND ROOF PANELS

PRECAST CONC. SPLASH

BLOCKS (BOTH SIDES)

INTERNAL GUTTER

SHADE SCREENS

OPERABLE RIDGE VENT

16 MM

POLYCARBONATE

PANELS WITH GLAZING

SYSTEM (TYP.)

OPERABLE RIDGE VENT

SHADE SCREENS

EXISTING FLOOR SLABEXISTING FLOOR SLAB

PROVIDE 8" CAST-IN-PLACE

CONCRETE CURB (TYP.) -- SEE

STRUCTURAL FOR REINFORCEMENT

'-6

CORRIDOR

GREENHOUSE GREENHOUSE

EXISTING TRENCH DRAIN

WITH NEW METAL COVER A503

3 SIM.

A501

A502

GREENHOUSE

ROOF TRUSSES

EQUIPMENT BARS

48" O.C.

STRUCTURE AT

ENDWALL BEYOND

A301

GREENHOUSE

ROOF TRUSSES

EQUIPMENT BARS

48" O.C.

STRUCTURE AT

ENDWALL BEYOND

VENTILATION FANS - SEE MECHANICAL

GREENHOUSE STRUCTURE

OPERABLE RIDGE VENTS

EVAPORATIVE COOLING

PADS - SEE MECHANICAL EXISTING TRENCH DRAIN WITH NEW METAL COVER

EXISTING SLAB

SHADE SCREEN

GREENHOUSE GREENHOUSESCREENED AREA SCREENED AREA

SCREENED AREA

16 MM

POLYCARBONATE

PANELS WITH GLAZING

SYSTEM (TYP.)

16 MM

POLYCARBONATE

PANELS WITH GLAZING

SYSTEM (TYP.)

MESH SCREENING MESH SCREENING MESH SCREENING

CONC. SLAB -- SEE

STRUCTURAL (TYP.)

8" CAST-IN-PLACE CONCRETE CURB (TYP.) --

SEE STRUCTURAL FOR REINFORCEMENT

OPERABLE WALL

PANELS EXISTING TRENCH

DRAIN WITH NEW

METAL COVER

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\A rch

\A3

.dw g

Ap r 2

- 9

:26 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

SECTIONS

A301 46 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

TYPICAL GREENHOUSE SECTION - HORTICULTURE LAB

1/4"=1'-0"

A301

8'0 2' 4' 12'

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

SCALE:

TYPICAL GREENHOUSE SECTION - HORTICULTURE LAB

1/4"=1'-0"

A301

GREENHOUSE

VESTIBULE

8'- 0"

12'-0"

PESTICIDE STORAGE

HOOPHOUSE

9'- 6"

'-0

12'-6"

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\A rch

\A3

.dw g

Ap r 2

- 9

:26 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

SECTIONS

A302 47 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SHADE SCREENS

16 MM POLYCARBONATE PANELS

WITH GLAZING SYSTEM

OPERABLE RIDGE VENT

CAST-IN-PLACE CONCRETE CURB -- SEE

STRUCTURAL FOR REINFORCEMENT

EXISTING SLAB

GREENHOUSE

ROOF

TRUSSES

SCALE:

GREENHOUSE SECTION - PICO FARM

1/2"=1'-0"

A302

SCALE:

PESTICIDE STORAGE BUILDING SECTION - LEESBURG

1/2"=1'-0"

A302

PESTICIDE STORAGE STRUCTURE BASIS OF DESIGN:

EASI-SET BUILDINGS - HAZMAT STORAGE

STEEL DOOR AND FRAME

PRECAST CONCRETE WALL,

ROOF AND FLOOR STRUCTURE

A501

SIM.

MESH SCREENING

SCALE:

HOOPHOUSE SECTION - PICO FARM

1/2"=1'-0"

A302

CAST-IN-PLACE CONCRETE SLAB

-- SEE STRUCTURAL

ROLLED PLASTIC OVER HOOP HOUSE

STRUCTURE

HOOPHOUSE STRUCTURE

MESH SCREENING WALL PANEL

ANCHOR BUILDING TO CURB AND SLAB IN

ACCORDANCE WITH MANUFACTURERS WRITTEN /

PRINTED INSTRUCTIONS FOR GOVERNING WIND

LOADS.

NOTE: PESTICIDE BUILDING IS A

PRE-MANUFACTURED STRUCTURE

AS SPECIFIED

EXISTING SLAB

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

0 1' 2' 8'

PROVIDE CONCRETE CURB AND LEVELING INFILL

(CONTINUOUS) -- SEE STRUCTURALPROVIDE STOOP/RAMP -

SEE STRUCTURAL

CONC. SLAB - SEE STRUCTURAL

4'-0" VENT SECTION

16 MIL ACRYLIC PANELS AS SPECIFIEDPROVIDE ALUMINUM SHAFT

HANGER AS REQUIRED

3 1/2" +/-

STRUCTURAL SYSTEM PROVIDED

BY GREENHOUSE MANUFACTURER

DOUBLE VENT RIDGE

DOUBLE VENT RIDGE MOUNT

INSECT SCREEN FRAME

PROVIDE 5" ALUMINUM PURLIN. EXTEND

AND ANCHOR TO EXISTING TRUSSES

STRUCTURAL SYSTEM PROVIDED

BY GREENHOUSE MANUFACTURER

PROVIDE MINIMUM 1 1/2" x 1 1/2" x 1/4" ALUMINUM

PURLIN CLIP. (1) PER SIDE

PROVIDE MINIMUM 3/8"DIA. STAINLESS STEEL BOLT

GLAZING BAR

VENT HEADER BAR

VENT BOTTOM RAIL CAP

VENT BOTTOM RAIL

16 MIL ACRYLIC PANEL

OPERATOR SHAFT. SEE MECHANICAL / ELECTRICAL

EAVE TRIM

16 MIL

ACRYLIC PANEL

16 MIL GLAZING BAR

SHADE SCREENS AT

GREENHOUSE

BAY AREA TO BE PROVIDED BY

GREENHOUSE MANUF.

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\A rch

\A5

.dw g

Ap r 2

- 9

:26 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

DETAILS

A501 48 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

ROOF DETAIL

6"=1'-0"

A501

INTEGRAL ALUM. GUTTERINTEGRAL ALUM. GUTTER

GLAZING BAR GLAZING BAR

STRUCTURAL SYSTEM PROVIDED

BY GREENHOUSE MANUFACTURER

16 MIL ACRYLIC PANEL

ALUMINUM RIDGE CAP

CORRIDOR

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\A rch

\A5

.dw g

Ap r 2

- 9

:26 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

DETAILS

A502 49 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

ROOF DETAIL

3"=1'-0"

A502

GENERAL NOTES

A. ALL WORK ON THIS SHEET IS BY GREENHOUSE

MANUFACTURER.

B. SEE ELECTRICAL FOR ALL LIGHTING PROTECTION

DETAILING.

SCALE: 3"=1'-0"

3"0 6" 1'

8"x8" CAST-IN-PLACE

CONCRETE CURB -- SEE

STRUCTURAL

GREENHOUSE

STRUCTURE

BEYOND

OPERABLE WALL PANELS -- SEE

MECHANICAL FOR OPERATOR

DETAILS

EXISTING SLAB

EVAPORATIVE COOLING PAD --

SEE MECHANICAL.

ANCHOR COOLING PAD IN

ACCORDANCE WITH

GREENHOUSE MANUFACTURERS

RECOMMENDATIONS

16 MM

POLYCARBONATE

PANELS

CONCRETE SLAB -- SEE

STRUCTURAL

16 MM

POLYCARBONATE

PANELS

1/2" EXP. JOINT

VENTILATION FANS.

SEE MECHANICAL

GREENHOUSE

STRUCTURE

BEYOND

16 MIL.

POLYCARBONATE

WALL PANELS

ANCHOR EXHAUST FANS

TO GREENHOUSE

STRUCTURE IN

ACCORDANCE

WITH GREENHOUSE

MANUFACTURERS

RECOMMENDATIONS

1'- 0"

GREENHOUSE STRUCTURE RECEPTOR

(2) 58" X 5" BOLTS PER COLUMN

STAINLESS STEEL ANCHORAGE -- SEE

STRUCTURAL

PERIMETER CURB - SEE

STRUCTURAL FOR

REINFORCING

GREENHOUSE STRUCTURE

EXISTING SLAB TO REMAIN

#30 FELT UNDER BASE PLATE

CONC. SLAB - SEE

STRUCTURAL

1/2" EXP. JOINT

RIDGE FLASHING WITH

"Z" CLOSURES

SEALANT (AT VERTICAL

LEG & UNDER "Z")

STANDING SEAM METAL

ROOF PANEL

3/4" TURN-UP

FASTENER

ROOF PURLIN

STEEL PEMB FRAME

EAVE STRUT

INSIDE CLOSURE (CAULK TOP AND BOTTOM)

FASTENER

ROOF PANEL

EAVE FLASHING

FASTENER ON MAJOR RIBS OF PANEL

WALL PANEL

PANEL

J-FLASHING

FASTENER, 12" O.C.

GIRT

8"x8" CAST-IN-PLACE

CONCRETE CURB -- SEE

STRUCTURAL

GREENHOUSE

STRUCTURE

BEYOND

EXISTING SLAB

WALL MOUNTED PACKAGE UNIT --

SEE MECHANICAL.

ANCHOR UNIT IN ACCORDANCE

WITH GREENHOUSE

MANUFACTURERS

RECOMMENDATIONS

16 MM

POLYCARBONATE

PANELS

CONCRETE SLAB -- SEE

STRUCTURAL

16 MM

POLYCARBONATE

PANELS

1/2" EXP. JOINT

1'- 6"

-0 " M

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\A rch

\A5

.dw g

Ap r 2

- 9

:26 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

DETAILS

A503 50 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

EVAPORATIVE COOLING PAD DETAIL

1"=1'-0"

A503

SCALE:

VENTILATION FAN DETAIL

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

A503

SCALE:

CONNECTION DETAIL

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

A503

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

0 6" 1' 2'

SCALE:

RIDGE FLASHING DETAIL

3"=1'-0"

A503

SCALE:

ROOF DETAIL

3"=1'-0"

A503

SCALE:

WALL DETAIL

3"=1'-0"

A503

SCALE: 3"=1'-0"

3"0 6" 1'

SCALE:

WALL PACKAGE UNIT DETAIL

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

A503

DOOR AND FRAME SCHEDULE - HORTICULTURE LAB

DOOR # TYPE WD HGT THK

SIZE

MAT'L

DOOR

TYPE MAT'L DETAIL

FRAME FIRE

RATING

LABEL

HDW

SET

REMARKS

A B B A

A A B B A A A A A B B A A A A A B B A A A A A A B B A A A B B A A A A A B B B B B B A A A A A B B A A A A A B B A A A A A B B A A A A A B B A A A B

8'-0" 3'-0" 3'-0" 8'-0"

8'-0"

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

8'-0"

7'-0" 7'-0" 7'-0" 7'-0"

7'-0"

7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0"

7'-0"

1 3/4" 1 3/4" 1 3/4" 1 3/4"

1 3/4"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

1 3/4"

MTL

A B B A

A A B B A A A A A B B A A A A A B B A A A A A A B B A A A B B A A A A A B B B B B B A A A A A B B A A A A A B B A A A A A B B A A A A A B B A A A B

MTL

1/A601 1/A601 1/A601 1/A601

1/A601

1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601

1/A601

MAG LOCK SYSTEM - SEE

ELEC.

MAG LOCK SYSTEM - SEE

ELEC.

MAG LOCK SYSTEM - SEE

ELEC.

DOOR AND FRAME SCHEDULE - PICO FARM

DOOR # TYPE WD HGT THK

SIZE

MAT'L

DOOR

TYPE MAT'L DETAIL

FRAME FIRE

RATING

LABEL

HDW

SET

REMARKS

B A B B B A B A

3'-0" 6'-0" 3'-0" 3'-0" 3'-0" 8'-0" 3'-0" 8'-0"

7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0"

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

MTL

B A B B B A B A

MTL

1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601 1/A601

DOOR AND FRAME SCHEDULE - LEESBURG

DOOR # TYPE WD HGT THK

SIZE

MAT'L

DOOR

TYPE MAT'L DETAIL

FRAME FIRE

RATING

LABEL

HDW

SET

REMARKS

A A B

6'-0" 6'-0" 3'-0"

6'-0"

7'-0" 7'-0" 7'-0"

7'-0"

1 3/4" 1 3/4" 1 3/4"

1 3/4"

MTL

A A B

MTL

1/A601 1/A601 1/A601

BY MANUF.

MANUF.

2" AS SCHEDULED 2"

2" AS

SCHEDULED2"

A B C

2" AS SCHEDULED 2"

GREENHOUSE STRUCTURE

BEYONDPANEL TERMINATOR STRIP

16 MIL GLAZING BAR

16 MIL POLYCARBONATE PANEL

GLAZING BAR CAP

DOOR - SEE SCHEDULE

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\A rch

\A6

.dw g

Ap r 2

- 9

:26 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

DOOR SCHEDULES & INT. ELEVATION

A601 51 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

DOOR AND FRAME TYPES

SCALE:

DOOR HEAD DETAIL

3"=1'-0"

A601

SCALE:

TYPICAL GREENHOUSE SINK ELEVATIONS

1/2"=1'-0"

A601

STAINLESS STEEL SINK --

SEE PLUMBING

3' ADJUSTABLE SHELVING

(12" DEEP)

DRYING RACK

GREENHOUSE STRUCTURE

ALUMINUM CHANNELS FULL

LENGTH OF SINK, DRYING RACK,

AND SHELF

SHELF / DRYING RACK

SUPPORTS MOUNTED TO

ALUMINUM CHANNELS

GREENHOUSE STRUCTURE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

SCREENHOUSE

GREENHOUSE

ELEC. RM.

75CD

F75CD F75CD

75CD

SCALE:

OVERALL SITE FIRE ALARM PLAN

1/16" = 1'-0"

FA101

GENERAL NOTES

GRAPHIC SCALE

016' 16'

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

A. NEW FIRE ALARM DEVICES SHALL BE CONNECTED TO

EXISTING FIRE ALARM SYSTEM. FIRE ALARM CONTROL

PANEL IS LOCATED IN TELECOMMUNICATION ROOM OF

MAIN BUILDING. UTILIZE EXISTING FIRE ALARM CIRCUITS

MADE AVAILABLE DURING DEMOLITION TO THE EXTENT

PRACTICAL. COORDINATE ALL FIRE ALARM

REQUIREMENTS WITH USDA MAINTENANCE PERSONNEL

PRIOR TO INSTALLATION.

B. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL

NECESSARY MODULES, EXPANSION HARDWARE, AND

ASSOCIATED COMPONENTS TO FULLY INTEGRATE THE

GREENHOUSES INTO THE EXISTING FIRE ALARM

SYSTEM.

C. SEE SPECIFICATION 28 31 70 FOR ADDITIONAL

INFORMATION REGARDING EXISTING SYSTEM.

D. REFER TO ARCHITECTURAL PLANS FOR DEMOLITION

AND NEW CONSTRUCTION PHASING PLAN. ALL

EQUIPMENT NOT UNDER CONSTRUCTION SHALL REMAIN

IN OPERATION THROUGHOUT THE ENTIRETY OF THE

PROJECT.

E. ALL FIRE ALARM CIRCUITRY SHALL BE INSTALLED IN

CONDUIT. MATCH EXISTING WIRE TYPE AND SIZE.

F. EQUIPMENT AND ASSOCIATED WORK IN AREAS WILL BE

DEFINED BY BID OPTION NUMBER SHOWN IN LEGEND

AND KEY PLAN.

D A

S USDA AGRICULTURAL RESEARCH SERVICE

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

OVERALL SITE FIRE ALARM PLAN

FA101

52 10804/27/2026

BTD

FT. PIERCE, FL

XXX

LEGEND

STROBE. MOUNT 80" A.F.F. TO BOTTOM OF

BOX.

COMBINATION HORN & STROBE. MOUNT 80"

A.F.F. TO BOTTOM OF BOX.

MANUAL PULL STATION. MOUNT 48" A.F.F.

TO CENTERLINE OF BOX.

BID OPTION LEGEND

SCALE:

KEY PLAN

N.T.S

FA101

BASE BID

BID OPTION #1

BID OPTION #2

BID OPTION #3

4825 BD SEAL 260427

GREENHOUSE

SCREENHOUSE

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

EXISTING WATER HEATER

TO REMAIN

GREENHOUSE

SCREENHOUSE

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

STORAGE BUILDING

GREENHOUSE

SCREENHOUSE

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

STORAGE BUILDING

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\M ec h\P D1

.dw g Ap r 2 7,

- 1 0:0

0a m 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

OVERALL PLUMBING

DEMOLITION PLAN

PD100

53 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

OVERALL PLUMBING DEMOLITION PLAN

1/16"=1'-0"

PD100

GENERAL NOTES

1. ALL WORK (MATERIALS, EQUIPMENT, DEVICES, COMPONENTS, SYSTEMS, SUPPORTS, ETC.)

MUST COMPLY WITH THE REQUIREMENTS OF ALL CODES, CODE AMENDMENTS, AND

ORDINANCES AS USED, ADOPTED AND/OR ENFORCED BY THE LOCAL JURISDICTION, COUNTY

AND STATE.

2. THE DEMOLITION PLAN AND EXISTING CONDITIONS SHOWN ARE APPROXIMATE. DEMOLITION

ITEMS ARE DENOTED BY HATCHING.

3. ALL EXISTING PLUMBING FIXTURES SHALL BE DEMOLISHED.

4. ALL EXISTING DOMESTIC WATER, AND DOMESTIC HOT WATER SHALL BE DEMOLISHED TO THE

INDICATED POINTS.

5. DEMOLITION AND NEW CONSTRUCTION SHALL BE PHASED IN ACCORDANCE WITH THE

PHASING PLAN.

6. PROTECT EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE.

KEYPLAN

NTS

PD101

PD102

PD103

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

48'8' 16' 32'0 N

PD104

james harreld

SS042726

GREENHOUSE

SCREENHOUSE

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

STORAGE BUILDING

GREENHOUSE

DEMOLISH EXISTING DRINKING FOUNTAIN

TYP. DEMOLISH

EXISTING SINK

TYP. DEMOLISH

EXISTING FERTILIZER

SYSTEM

TYP. DEMOLISH

COLDWATER SUPPLY

PIPING

TYP. DEMOLISH HOT

WATER SUPPLY AND

RETURN SUPPLY PIPING

TYP. DEMOLISH

EXISTING SINK

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\M ec h\P D1

.dw g Ap r 2 7,

- 1 0:0

0a m 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

PLUMBING PLAN

DEMOLITION

PD101

54 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

PLUMBING PLAN: DEMOLITION

1/8"=1'-0"

PD101

GENERAL NOTES

1. ALL WORK (MATERIALS, EQUIPMENT, DEVICES, COMPONENTS, SYSTEMS, SUPPORTS, ETC.)

MUST COMPLY WITH THE REQUIREMENTS OF ALL CODES, CODE AMENDMENTS, AND

ORDINANCES AS USED, ADOPTED AND/OR ENFORCED BY THE LOCAL JURISDICTION, COUNTY

AND STATE.

2. THE DEMOLITION PLAN AND EXISTING CONDITIONS SHOWN ARE APPROXIMATE. DEMOLITION

ITEMS ARE DENOTED BY HATCHING.

3. ALL EXISTING PLUMBING FIXTURES SHALL BE DEMOLISHED.

4. ALL EXISTING DOMESTIC WATER, AND DOMESTIC HOT WATER SHALL BE DEMOLISHED TO THE

INDICATED POINTS.

5. DEMOLITION AND NEW CONSTRUCTION SHALL BE PHASED IN ACCORDANCE WITH THE

PHASING PLAN.

6. PROTECT EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE.

KEYPLAN

NTS

AREA OF WORK

0 16'8'4' 24'

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

GREENHOUSE

SCREENHOUSE

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

STORAGE BUILDING

EXISTING FLOW

METER TO REMAIN

TO EXISTING DECONTAMINATION SHOWER TO

REMAIN

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

TYP. DEMOLISH EXISTING FERTILIZER SYSTEM

TYP. DEMOLISH EXISTING SINK

EXISTING HOSE BIBB

TO REMAIN REMAIN

TYP. DEMOLISH EXISTING

HOT WATER SUPPLY AND

RETURN PIPING

TYP. DEMOLISH EXISTING

COLD WATER SUPPLY

PIPING

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\M ec h\P D1

.dw g Ap r 2 7,

- 1 0:0

0a m 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

PLUMBING PLAN

DEMOLITION - BID OPTION #1

PD102

55 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

PLUMBING PLAN: DEMOLITION BID OPTION #1

1/8"=1'-0"

PD102

GENERAL NOTES

1. ALL WORK (MATERIALS, EQUIPMENT, DEVICES, COMPONENTS, SYSTEMS,

SUPPORTS, ETC.) MUST COMPLY WITH THE REQUIREMENTS OF ALL CODES,

CODE AMENDMENTS, AND ORDINANCES AS USED, ADOPTED AND/OR

ENFORCED BY THE LOCAL JURISDICTION, COUNTY AND STATE.

2. THE DEMOLITION PLAN AND EXISTING CONDITIONS SHOWN ARE

APPROXIMATE. DEMOLITION ITEMS ARE DENOTED BY HATCHING.

3. ALL EXISTING PLUMBING FIXTURES SHALL BE DEMOLISHED.

4. ALL EXISTING DOMESTIC WATER, AND DOMESTIC HOT WATER SHALL BE

DEMOLISHED TO THE INDICATED POINTS.

5. DEMOLITION AND NEW CONSTRUCTION SHALL BE PHASED IN ACCORDANCE

WITH THE PHASING PLAN.

6. PROTECT EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE.

KEYPLAN

NTS

AREA OF WORK

LEGEND:

POINT OF DISCONNECTION

0 16'8'4' 24'

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

GREENHOUSE

SCREENHOUSE

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

STORAGE BUILDING

GREENHOUSE

EXISTING COLD WATER SUPPLY TO REMAIN

TYP. DEMOLISH EXISTING SINK

DEMOLISH EXISTING DRINKING FOUNTAIN

TYP. DEMOLISH EXISTING HOT WATER

SUPPLY AND RETURN

TYP. DEMOLISH EXISTING COLD

WATER SUPPLY

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\M ec h\P D1

.dw g Ap r 2 7,

- 1 0:0

0a m 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

PLUMBING PLAN

DEMOLITION - BID OPTION #2

PD103

56 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

PLUMBING PLAN: DEMOLITION BID OPTION #2

3/32"=1'-0"

PD103

GENERAL NOTES

1. ALL WORK (MATERIALS, EQUIPMENT, DEVICES, COMPONENTS, SYSTEMS, SUPPORTS, ETC.)

MUST COMPLY WITH THE REQUIREMENTS OF ALL CODES, CODE AMENDMENTS, AND

ORDINANCES AS USED, ADOPTED AND/OR ENFORCED BY THE LOCAL JURISDICTION, COUNTY

AND STATE.

2. THE DEMOLITION PLAN AND EXISTING CONDITIONS SHOWN ARE APPROXIMATE. DEMOLITION

ITEMS ARE DENOTED BY HATCHING.

3. ALL EXISTING PLUMBING FIXTURES SHALL BE DEMOLISHED.

4. ALL EXISTING DOMESTIC WATER, AND DOMESTIC HOT WATER SHALL BE DEMOLISHED TO THE

INDICATED POINTS.

5. DEMOLITION AND NEW CONSTRUCTION SHALL BE PHASED IN ACCORDANCE WITH THE

PHASING PLAN.

6. PROTECT EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE.

KEYPLAN

NTS

AREA OF WORK

LEGEND:

POINT OF DISCONNECTION

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

16' 8' 0 16'

GREENHOUSE

SCREENHOUSE

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

STORAGE BUILDING

GREENHOUSE

SCREENHOUSE

GREENHOUSE

TYP. DEMOLISH EXISTING FERTILIZER SYSTEM

TYP. DEMOLISH EXISTING EYE WASH STATION

TYP. DEMOLISH EXISTING SINK

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\M ec h\P D1

.dw g Ap r 2 7,

- 1 0:0

0a m 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

PLUMBING PLAN

DEMOLITION - BID OPTION #3

PD104

57 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

PLUMBING PLAN: DEMOLITION - BID OPTION #3

3/32"=1'-0"

PD104

GENERAL NOTES

1. ALL WORK (MATERIALS, EQUIPMENT, DEVICES, COMPONENTS, SYSTEMS, SUPPORTS, ETC.)

MUST COMPLY WITH THE REQUIREMENTS OF ALL CODES, CODE AMENDMENTS, AND

ORDINANCES AS USED, ADOPTED AND/OR ENFORCED BY THE LOCAL JURISDICTION, COUNTY

AND STATE.

2. THE DEMOLITION PLAN AND EXISTING CONDITIONS SHOWN ARE APPROXIMATE. DEMOLITION

ITEMS ARE DENOTED BY HATCHING.

3. ALL EXISTING PLUMBING FIXTURES SHALL BE DEMOLISHED.

4. ALL EXISTING DOMESTIC WATER, AND DOMESTIC HOT WATER SHALL BE DEMOLISHED TO THE

INDICATED POINTS.

5. DEMOLITION AND NEW CONSTRUCTION SHALL BE PHASED IN ACCORDANCE WITH THE

PHASING PLAN.

6. PROTECT EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE.

KEYPLAN

NTS

AREA OF WORK

LEGEND:

POINT OF DISCONNECTION

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

16' 8' 0 16'

DEMOLISH EXISTING

HOSE BIBB (TYP.)

DEMOLISH 1" COLD WATER

SUPPLY FROM GROUND AND

CAP ABOVE SLAB

GREENHOUSE GREENHOUSESCREENED

AREA

TYP. HOSE BIB FROM

GROUND MAY REMAIN FOR

USE IN NEW WORK

(COORDINATE WITH NEW

CONSTRUCTION AND

ADJUST LOCATION IF

REQUESTED)

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\M ec h\P D1

.dw g Ap r 2 7,

- 1 0:0

0a m 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

PLUMBING PLAN

DEMOLITION - BID OPTION #4

PD105

58 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

GENERAL NOTES

1. ALL WORK (MATERIALS, EQUIPMENT, DEVICES, COMPONENTS, SYSTEMS, SUPPORTS, ETC.)

MUST COMPLY WITH THE REQUIREMENTS OF ALL CODES, CODE AMENDMENTS, AND

ORDINANCES AS USED, ADOPTED AND/OR ENFORCED BY THE LOCAL JURISDICTION,

COUNTY AND STATE.

2. THE DEMOLITION PLAN AND EXISTING CONDITIONS SHOWN ARE APPROXIMATE.

DEMOLITION ITEMS ARE DENOTED BY HATCHING.

3. ALL EXISTING PLUMBING FIXTURES SHALL BE DEMOLISHED.

4. ALL EXISTING DOMESTIC WATER, AND DOMESTIC HOT WATER SHALL BE DEMOLISHED TO

THE INDICATED POINTS.

5. DEMOLITION AND NEW CONSTRUCTION SHALL BE PHASED IN ACCORDANCE WITH THE

PHASING PLAN.

6. PROTECT EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE.

SCALE:

GREENHOUSE PLUMBING DEMOLITION PLAN

DEMOLITION - BID OPTION #4

1/4"=1'-0"

PD105

SCALE:

BID OPTION #4 PLUMBING DEMOLITION PLAN HOOP HOUSE

1/4"=1'-0"

PD105

8'0 2' 4' 12'

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

GREENHOUSE

HOOP HOUSE

KEYPLAN - PICOS FARM SITE

NTS

DEMOLISH EXISTING COLD WATER

SUPPLY TO GRADE AND CAP

TYP. DEMOLISH

EXISTING SINK

DEMOLISH EXISTING

FERTILIZER SYSTEM

DEMOLISH EXISTING COLD WATER

SUPPLY TO STUB UP AND CAP

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\M ec h\P D1

.dw g Ap r 2 7,

- 1 0:0

0a m 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

PLUMBING PLAN

DEMOLITION - BID OPTION #5

PD106

59 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

GREENHOUSE PLUMBING DEMOLITION PLAN

BID OPTION #5

3/32"=1'-0"

PD106

GENERAL NOTES

1. ALL WORK (MATERIALS, EQUIPMENT, DEVICES, COMPONENTS, SYSTEMS, SUPPORTS, ETC.)

MUST COMPLY WITH THE REQUIREMENTS OF ALL CODES, CODE AMENDMENTS, AND

ORDINANCES AS USED, ADOPTED AND/OR ENFORCED BY THE LOCAL JURISDICTION, COUNTY

AND STATE.

2. THE DEMOLITION PLAN AND EXISTING CONDITIONS SHOWN ARE APPROXIMATE. DEMOLITION

ITEMS ARE DENOTED BY HATCHING.

3. ALL EXISTING PLUMBING FIXTURES SHALL BE DEMOLISHED.

4. ALL EXISTING DOMESTIC WATER, AND DOMESTIC HOT WATER SHALL BE DEMOLISHED TO THE

INDICATED POINTS.

5. DEMOLITION AND NEW CONSTRUCTION SHALL BE PHASED IN ACCORDANCE WITH THE

PHASING PLAN.

6. PROTECT EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE.

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

16' 8' 0 16'

KEYPLAN - LEESBURG SITE

NTS

GREENHOUSES

MECHANICAL BLDGS

ABANDONED FUEL

STOR. AREA

GREENHOUSE

SCREENHOUSE

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

TEMPORARY

UTILITY PATH

FOR PHASE 1

EXISTING WATER HEATER

TO REMAIN

TEMPORARY

UTILITY PATH

FOR PHASE 3

GREENHOUSE

SCREENHOUSE

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

STORAGE BUILDING

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\M ec h\P -10

0.d wg

Ap r 2

- 1

0:0 1a m 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

OVERALL PLUMBING PLAN

P-100 60 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

OVERALL PLUMBING PLAN

1/16"=1'-0"

P-100

GENERAL NOTES

1. ALL WORK (MATERIALS, EQUIPMENT, DEVICES, COMPONENTS, SYSTEMS, SUPPORTS, ETC.)

MUST COMPLY WITH THE REQUIREMENTS OF ALL CODES, CODE AMENDMENTS, AND

ORDINANCES AS USED, ADOPTED AND/OR ENFORCED BY THE LOCAL JURISDICTION, COUNTY

AND STATE.

2. ALL WORK IS TO BE FABRICATED AND/OR ERECTED USING CONTRACTOR'S FIELD

MEASUREMENTS FOR PROPER COORDINATION WITH WORK OF OTHER TRADES.

3. ALL CONTRACT DOCUMENTS ARE DIAGRAMMATIC AND INDICATE THE GENERAL

ARRANGEMENTS OR GEOMETRICAL RELATIONSHIPS OF THE WORK. THEY ARE NOT

INTENDED TO SPECIFY OR SHOW EVERY OFFSET, SEQUENCE, DEVICE, OPTION, FITTING, OR

COMPONENT. DO NOT SCALE DRAWINGS FOR FABRICATION PURPOSES.

4. COORDINATE PLACEMENT OF ALL WORK WITH OTHER TRADES. DO NOT LOCATE, POSITION

OR INSTALL ANY WORK IN SUCH A WAY THAT SYSTEM COMPONENTS OR ACCESS DOORS

WILL BE INACCESSIBLE, UNUSABLE OR UN-MAINTAINABLE AFTER CONSTRUCTION IS

COMPLETED.

5. GRAVITY DRAINAGE SYSTEMS HAVE PRIORITY WITH REGARD TO ROUTING. COORDINATE

INSTALLATION OF WORK SO AS NOT TO INHIBIT THE INSTALLATION OR REQUIRED SLOPES

FOR GRAVITY DRAINAGE SYSTEMS.

6. ALL WORK MUST BE SUPPORTED FROM STRUCTURE ABOVE, FROM WALLS, OR FROM THE

FLOOR UNLESS OTHERWISE INDICATED. DO NOT USE THE INSTALLED WORK OF OTHER

TRADES FOR SUPPORT OR BRACING. ALL PIPING SUPPORTS SHALL BE CONSTRUCTED OF

ALUMINUM.

7. ALL LOW VOLTAGE WIRING FOR CONTROLS, ETC. SHALL BE INSTALLED IN NON-CORROSIVE

CONDUIT. MATERIALS AND INSTALLATION MUST COMPLY WITH NEC, NFPA, STATE AND

LOCAL CODES AND ORDINANCES.

8. ALL PIPE PENETRATIONS THRU WALLS ARE TO BE PROVIDED WITH METAL SLEEVES OR

THIMBLES. SLEEVES AND THIMBLES SHALL BE AT LEAST 3/8 INCH LARGER THAN THE

OUTSIDE DIAMETER OF THE PIPING PLUS INSULATION. CAULK BETWEEN SLEEVE AND PIPE

WITH FLEXIBLE CAULKING MATERIAL (RATED FOR SURFACE TEMPERATURE OF PIPE OR

INSULATION) TO ALLOW MOVEMENT OF PIPE.

9. MAINTAIN MARKED AS-BUILTS THAT INDICATE FINAL ROUTING OF ALL VALVES, BELOW GRADE

PIPING, ETC.

10. DEMOLITION AND NEW CONSTRUCTION SHALL BE PHASED IN ACCORDANCE WITH THE

PHASING PLAN.

KEYPLAN

NTS

P-101

P-102

P-104

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

48'8' 16' 32'0N

P-103

GREENHOUSE

SCREENHOUSE

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

STORAGE BUILDING

GREENHOUSE

P-1

FDS

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

2" CWS

3/4" HWR

3/4" HWS

1" CWS1" CWS

1" CWS 1" CWS

1" CWS

1" CWS 1" CWS

1" CWS

1/2" HWS

1/2" CWS

1/2" HWS

1/2" CWS

1/2" HWS

1/2" CWS

1/2" HWS

3/4" FERTILIZED WATER SUPPLY 3/4" FERTILIZED WATER SUPPLY

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\M ec h\P -10

1.d wg

Ap r 2

- 1

0:0 1a m 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

PLUMBING PLAN

RENOVATION

P-101 61 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

PLUMBING PLAN: RENOVATION

1/8"=1'-0"

P-101

GENERAL NOTES

1. ALL WORK (MATERIALS, EQUIPMENT, DEVICES, COMPONENTS, SYSTEMS, SUPPORTS, ETC.)

MUST COMPLY WITH THE REQUIREMENTS OF ALL CODES, CODE AMENDMENTS, AND

ORDINANCES AS USED, ADOPTED AND/OR ENFORCED BY THE LOCAL JURISDICTION, COUNTY

AND STATE.

2. ALL WORK IS TO BE FABRICATED AND/OR ERECTED USING CONTRACTOR'S FIELD

MEASUREMENTS FOR PROPER COORDINATION WITH WORK OF OTHER TRADES.

3. ALL CONTRACT DOCUMENTS ARE DIAGRAMMATIC AND INDICATE THE GENERAL

ARRANGEMENTS OR GEOMETRICAL RELATIONSHIPS OF THE WORK. THEY ARE NOT

INTENDED TO SPECIFY OR SHOW EVERY OFFSET, SEQUENCE, DEVICE, OPTION, FITTING, OR

COMPONENT. DO NOT SCALE DRAWINGS FOR FABRICATION PURPOSES.

4. COORDINATE PLACEMENT OF ALL WORK WITH OTHER TRADES. DO NOT LOCATE, POSITION

OR INSTALL ANY WORK IN SUCH A WAY THAT SYSTEM COMPONENTS OR ACCESS DOORS

WILL BE INACCESSIBLE, UNUSABLE OR UN-MAINTAINABLE AFTER CONSTRUCTION IS

COMPLETED.

5. GRAVITY DRAINAGE SYSTEMS HAVE PRIORITY WITH REGARD TO ROUTING. COORDINATE

INSTALLATION OF WORK SO AS NOT TO INHIBIT THE INSTALLATION OR REQUIRED SLOPES

FOR GRAVITY DRAINAGE SYSTEMS.

6. ALL WORK MUST BE SUPPORTED FROM STRUCTURE ABOVE, FROM WALLS, OR FROM THE

FLOOR UNLESS OTHERWISE INDICATED. DO NOT USE THE INSTALLED WORK OF OTHER

TRADES FOR SUPPORT OR BRACING. ALL PIPING SUPPORTS SHALL BE CONSTRUCTED OF

ALUMINUM.

7. ALL LOW VOLTAGE WIRING FOR CONTROLS, ETC. SHALL BE INSTALLED IN NON-CORROSIVE

CONDUIT. MATERIALS AND INSTALLATION MUST COMPLY WITH NEC, NFPA, STATE AND

LOCAL CODES AND ORDINANCES.

8. ALL PIPE PENETRATIONS THRU WALLS ARE TO BE PROVIDED WITH METAL SLEEVES OR

THIMBLES. SLEEVES AND THIMBLES SHALL BE AT LEAST 3/8 INCH LARGER THAN THE

OUTSIDE DIAMETER OF THE PIPING PLUS INSULATION. CAULK BETWEEN SLEEVE AND PIPE

WITH FLEXIBLE CAULKING MATERIAL (RATED FOR SURFACE TEMPERATURE OF PIPE OR

INSULATION) TO ALLOW MOVEMENT OF PIPE.

9. MAINTAIN MARKED AS-BUILTS THAT INDICATE FINAL ROUTING OF ALL VALVES, BELOW GRADE

PIPING, ETC.

10. DEMOLITION AND NEW CONSTRUCTION SHALL BE PHASED IN ACCORDANCE WITH THE

PHASING PLAN.

11. PROVIDE TEMPORARY GAS AND DOMESTIC WATER. UTILITY PATH IS SHOWN ON P-100.

KEYPLAN

NTS

AREA OF WORK

0 16'8'4' 24'

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

GREENHOUSE

SCREENHOUSE

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

STORAGE BUILDING

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

P-2

P-1

P-1 P-1

P-1

FDS

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

HB HB

FHB FHB

HB HB

FHB FHB

HB HB

FHB FHB

HB HB

FHB FHB

1" CWS

1" CWS 1" CWS

1" CWS

2" CWS

3/4" HWS

3/4" HWR

2" CWS

3/4" HWS

3/4" HWR

3/4" HWS

3/4" HWR

1" CWS

1" CWS 1" CWS

1" CWS

3/4" FERTILIZED WATER SUPPLY 3/4" FERTILIZED WATER SUPPLY

3/4" FERTILIZED WATER SUPPLY

3/4" FERTILIZED WATER SUPPLY 3/4" FERTILIZED WATER SUPPLY

3/4" FERTILIZED WATER SUPPLY

1/2" HWS

1/2" CWS

1/2" HWS

1/2" CWS

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\M ec h\P -10

2.d wg

Ap r 2

- 1

0:0 1a m 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

PLUMBING PLAN

RENOVATION - BID OPTION #1

P-102 62 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

PLUMBING PLAN: RENOVATION - BID OPTION #1

1/8"=1'-0"

P-102

GENERAL NOTES

1. ALL WORK (MATERIALS, EQUIPMENT, DEVICES, COMPONENTS, SYSTEMS,

SUPPORTS, ETC.) MUST COMPLY WITH THE REQUIREMENTS OF ALL CODES,

CODE AMENDMENTS, AND ORDINANCES AS USED, ADOPTED AND/OR

ENFORCED BY THE LOCAL JURISDICTION, COUNTY AND STATE.

2. ALL WORK IS TO BE FABRICATED AND/OR ERECTED USING CONTRACTOR'S

FIELD MEASUREMENTS FOR PROPER COORDINATION WITH WORK OF

OTHER TRADES.

3. ALL CONTRACT DOCUMENTS ARE DIAGRAMMATIC AND INDICATE THE

GENERAL ARRANGEMENTS OR GEOMETRICAL RELATIONSHIPS OF THE

WORK. THEY ARE NOT INTENDED TO SPECIFY OR SHOW EVERY OFFSET,

SEQUENCE, DEVICE, OPTION, FITTING, OR COMPONENT. DO NOT SCALE

DRAWINGS FOR FABRICATION PURPOSES.

4. COORDINATE PLACEMENT OF ALL WORK WITH OTHER TRADES. DO NOT

LOCATE, POSITION OR INSTALL ANY WORK IN SUCH A WAY THAT SYSTEM

COMPONENTS OR ACCESS DOORS WILL BE INACCESSIBLE, UNUSABLE OR

UN-MAINTAINABLE AFTER CONSTRUCTION IS COMPLETED.

5. GRAVITY DRAINAGE SYSTEMS HAVE PRIORITY WITH REGARD TO ROUTING.

COORDINATE INSTALLATION OF WORK SO AS NOT TO INHIBIT THE

INSTALLATION OR REQUIRED SLOPES FOR GRAVITY DRAINAGE SYSTEMS.

6. ALL WORK MUST BE SUPPORTED FROM STRUCTURE ABOVE, FROM WALLS,

OR FROM THE FLOOR UNLESS OTHERWISE INDICATED. DO NOT USE THE

INSTALLED WORK OF OTHER TRADES FOR SUPPORT OR BRACING. ALL

PIPING SUPPORTS SHALL BE CONSTRUCTED OF ALUMINUM.

7. ALL LOW VOLTAGE WIRING FOR CONTROLS, ETC. SHALL BE INSTALLED IN

NON-CORROSIVE CONDUIT. MATERIALS AND INSTALLATION MUST COMPLY

WITH NEC, NFPA, STATE AND LOCAL CODES AND ORDINANCES.

8. ALL PIPE PENETRATIONS THRU WALLS ARE TO BE PROVIDED WITH METAL

SLEEVES OR THIMBLES. SLEEVES AND THIMBLES SHALL BE AT LEAST 3/8

INCH LARGER THAN THE OUTSIDE DIAMETER OF THE PIPING PLUS

INSULATION. CAULK BETWEEN SLEEVE AND PIPE WITH FLEXIBLE CAULKING

MATERIAL (RATED FOR SURFACE TEMPERATURE OF PIPE OR INSULATION)

TO ALLOW MOVEMENT OF PIPE.

9. MAINTAIN MARKED AS-BUILTS THAT INDICATE FINAL ROUTING OF ALL

VALVES, BELOW GRADE PIPING, ETC.

10. DEMOLITION AND NEW CONSTRUCTION SHALL BE PHASED IN

ACCORDANCE WITH THE PHASING PLAN.

KEYPLAN

NTS

AREA OF WORK

LEGEND:

POINT OF CONNECTION

0 16'8'4' 24'

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

GREENHOUSE

SCREENHOUSE

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

STORAGE BUILDING

GREENHOUSE

SAFETY SHOWER

FDS

P-1

FDS

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

HB HB HB HB HB

FHB FHB FHB FHB FHB

1" CWS

1" CWS 1" CWS

3/4" HWR

3/4" HWS

1/2" HWS

1/2" CWS

1/2" HWS

1/2" CWS

3/4" FERTILIZED WATER SUPPLY

3/4" HWR

3/4" HWS

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ gre en wo od \20

Jo bs \48

To rna do

Da ma ge Re pa ir F

t. P ier ce

\07 W ork ing

Fo lde r\M ec h\P -10

3.d wg

Ap r 2

- 1

0:0 1a m 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

US HORTICULTURAL RESEARCH LABORATORY

REPAIR TORNADO DAMAGE

FT. PIERCE, FL

PLUMBING PLAN

RENOVATION - BID OPTION #2

P-103 63 10804/27/26

JGM

SOUTHEAST AREA

STONEVILLE, MS

XXX

SCALE:

PLUMBING PLAN: RENOVATION - BID OPTION #2

3/32"=1'-0"

P-103

GENERAL NOTES

1. ALL WORK (MATERIALS, EQUIPMENT, DEVICES, COMPONENTS, SYSTEMS, SUPPORTS, ETC.)

MUST COMPLY WITH THE REQUIREMENTS OF ALL CODES, CODE AMENDMENTS, AND

ORDINANCES AS USED, ADOPTED AND/OR ENFORCED BY THE LOCAL JURISDICTION, COUNTY

AND STATE.

2. ALL WORK IS TO BE FABRICATED AND/OR ERECTED USING CONTRACTOR'S FIELD

MEASUREMENTS FOR PROPER COORDINATION WITH WORK OF OTHER TRADES.

3. ALL CONTRACT DOCUMENTS ARE DIAGRAMMATIC AND INDICATE THE GENERAL

ARRANGEMENTS OR GEOMETRICAL RELATIONSHIPS OF THE WORK. THEY ARE NOT

INTENDED TO SPECIFY OR SHOW EVERY OFFSET, SEQUENCE, DEVICE, OPTION, FITTING, OR

COMPONENT. DO NOT SCALE DRAWINGS FOR FABRICATION PURPOSES.

4. COORDINATE PLACEMENT OF ALL WORK WITH OTHER TRADES. DO NOT LOCATE, POSITION

OR INSTALL ANY WORK IN SUCH A WAY THAT SYSTEM COMPONENTS OR ACCESS DOORS

WILL BE INACCESSIBLE, UNUSABLE OR UN-MAINTAINABLE AFTER CONSTRUCTION IS

COMPLETED.

5. GRAVITY DRAINAGE SYSTEMS HAVE PRIORITY WITH REGARD TO ROUTING. COORDINATE

INSTALLATION OF WORK SO AS NOT TO INHIBIT THE INSTALLATION OR REQUIRED SLOPES

FOR GRAVITY DRAINAGE SYSTEMS.

6. ALL WORK MUST BE SUPPORTED FROM STRUCTURE ABOVE, FROM WALLS, OR FROM THE

FLOOR UNLESS OTHERWISE INDICATED. DO NOT USE THE INSTALLED WORK OF OTHER

TRADES FOR SUPPORT OR BRACING. ALL PIPING SUPPORTS SHALL BE CONSTRUCTED OF

ALUMINUM.

7. ALL LOW VOLTAGE WIRING FOR CONTROLS, ETC. SHALL BE INSTALLED IN NON-CORROSIVE

CONDUIT. MATERIALS AND INSTALLATION MUST COMPLY WITH NEC, NFPA, STATE AND

LOCAL CODES AND ORDINANCES.

8. ALL PIPE PENETRATIONS THRU WALLS ARE TO BE PROVIDED WITH METAL SLEEVES OR

THIMBLES. SLEEVES AND THIMBLES SHALL BE AT LEAST 3/8 INCH LARGER THAN THE

OUTSIDE DIAMETER OF THE PIPING PLUS INSULATION. CAULK BETWEEN SLEEVE AND PIPE

WITH FLEXIBLE CAULKING MATERIAL (RATED FOR SURFACE TEMPERATURE OF PIPE OR

INSULATION) TO ALLOW MOVEMENT OF PIPE.

9. MAINTAIN MARKED AS-BUILTS THAT INDICATE FINAL ROUTING OF ALL VALVES, BELOW GRADE

PIPING, ETC.

10. DEMOLITION AND NEW CONSTRUCTION SHALL BE PHASED IN ACCORDANCE WITH THE

PHASING PLAN.

KEYPLAN

NTS

AREA OF WORK

LEGEND:

POINT OF CONNECTION

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

16' 8' 0 16'

1/2" HWS

2" CWS

GREENHOUSE

SCREENHOUSE

GREENHOUSE

125 GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

AIR COND.

GREENHOUSE

STORAGE BUILDING

GREENHOUSE

SCREENHOUSE

GREENHO…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 7, 2026.