Drawings - Updated 07282026.pdf

NO SCALEVICINITY MAP

N

PASTURE SYSTEMS & WATERSHED RESEARCH MANAGEMENT UNIT

AGRICULTURAL RESEARCH SERVICE

U.S. DEPARTMENT OF AGRICULTURE

LOCATION MAP NO SCALE

N

UNIVERSITY PARK, PA

USDA

RENOVATE GREENHOUSE #2

BID DESCRIPTION

GREENHOUSE #2 MUST BE RENOVATED BY DEMOLISHING THE EXISTING GLAZING SYSTEM AND SUPPORTS.

GREENHOUSE #2 WILL BE REGLAZED ON THE EXISTING MAIN STRUCTURAL ELEMENTS TO REMAIN. THE GREENHOUSE CURRENTLY HAS CONCRETE WALKWAYS AND GRAVEL FLOORING THROUGHOUT THE THREE

(3) GROWTH ROOMS, WHICH MUST BE DEMOLISHED AND REPLACED WITH A CONCRETE SLAB SLOPING

TOWARDS A TRENCH DRAIN IN THE CENTER OF EACH GROWTH ROOM. THE GREENHOUSE MUST BE

RESKINNED WITH POLYCARBONATE PANELS AND SUPPORTS ATTACHED TO THE EXISTING STRUCTURAL

SYSTEM. THE MECHANICAL AND ELECTRICAL SYSTEMS THROUGHOUT THE GREENHOUSE MUST BE

DEMOLISHED AND REPLACED WITH NEW SYSTEMS WITH THE EXCEPTION OF FOUR (4) HEATERS THAT MUST BE REMOVED AND REINSTALLED. THE GREENHOUSE MUST HAVE A FULLY AUTOMATIC SHADE CLOTH SYSTEM AND AUTOMATIC RIDGE VENTS THROUGHOUT EACH GROWTH ROOM. ONE (1) STAINLESS STEEL SINK MUST BE PROVIDED IN THE GROWTH ROOM DIRECTLY ADJACENT TO THE HEAD HOUSE. THE GREENHOUSE MUST BE

EQUIPPED WITH A CONTROL SYSTEM AND WEATHER STATION.

PROJECT

LOCATION

PROJECT

LOCATION

A/E CONTRACT #: 12305B21D0013

A/E TASK #: 1232SA26F0267

US-BUILDING 0491

532 CURTIN ROAD

UNIVERSITY PARK, PA 16802

PPM

REVISIONS

Agricultural

Service Research

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DATE

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A

DATE

PROJECT NO.

SUSDA

BY

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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

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

TITLE SHEET

G-001 1 3507/28/26

BP

BEB

JGM USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MD 20705

XXX

XXX

XXX

XXX

XXX

CURTIN

RD

EIS

EN

HOWER

RD

BIGLER RD

GREENHOUSE #2

100% SUBMITTAL

HEADHOUSE

GREENHOUSEGREENHOUSE #2

CONTRACTOR

LAYDOWN SPACE

CONTRACTOR ENTRANCE FROM CURTIN ST

BUILDING

PPM

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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

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

SHEET INDEX AND SITE PLAN

G-002 2 3507/28/26

BP

BEB

JGM USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MD 20705

XXX

XXX

XXX

XXX

XXX

SCALE:

CONTRACTOR LAYDOWN SITE PLAN

1/16"=1'-0"

G-002

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

48'8' 16' 32'0

NOTE:

BEFORE COMPLETION OF PROJECT, CONTRACTOR MUST RESTORE SITE, INCLUDING PAVEMENTS, TO ORIGINAL CONDITION.

SHEET LIST

GENERAL

G-001 1 OF 35 TITLE SHEET

G-002 2 OF 35 SHEET INDEX AND SITE PLAN

STRUCTURAL

S-001 3 OF 35 STRUCTURAL GENERAL NOTES, ABBREVIATIONS, AND C&C ZONE DIAGRAM

SD101 4 OF 35 STRUCTURAL DEMOLITION PLAN

S-101 5 OF 35 STRUCTURAL SLAB PLAN

S-300 6 OF 35 SLAB DETAILS

S-301 7 OF 35 SLAB DETAILS

ARCHITECTURAL

AD101 8 OF 35 DEMOLITION PLAN

A-101 9 OF 35 FLOOR PLAN

A-111 10 OF 35 ROOF PLAN

A-201 11 OF 35 EXTERIOR ELEVATIONS

A-301 12 OF 35 SECTION

A-501 13 OF 35 DETAIL

PLUMBING

PD101 14 OF 35 PLUMBING DEMOLITION PLAN

P-101 15 OF 35 GREENHOUSE PLUMBING PLAN

P-102 16 OF 35 GREENHOUSE SANITARY PLAN

P-501 17 OF 35 PLUMBING DETAILS

P-502 18 OF 35 PLUMBING DETAILS

P-601 19 OF 35 PLUMBING SCHEDULE

MECHANICAL

MD101 20 OF 35 MECHANICAL DEMOLITION PLAN

M-101 21 OF 35 GREENHOUSE MECHANICAL PLAN

M-501 22 OF 35 MECHANICAL DETAILS

M-601 23 OF 35 MECHANICAL SCHEDULE

ELECTRICAL

E-001 24 OF 35 ELECTRICAL LEGEND

E-501 25 OF 35 ELECTRICAL DETAILS

E-601 26 OF 35 SINGLE-LINE DIAGRAM

E-701 27 OF 35 PANEL SCHEDULES

ED101 28 OF 35 ELECTRICAL DEMOLITION PLAN

EL101 29 OF 35 GENERAL LIGHTING PLAN

EL102 30 OF 35 GROW LIGHTING PLAN

EL501 31 OF 35 FIXTURE SCHEDULE & DETAILS

EP101 32 OF 35 POWER PLAN

EP102 33 OF 35 MECHANICAL CONNECTIONS PLAN

EP501 34 OF 35 EQUIPMENT SCHEDULE

EY101 35 OF 35 AUXILIARY SYSTEMS PLAN

NORTH

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JOB #

CHECKED BY

A-E FIRM

J:\ jo bs \18

US

DA

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Fo lde r\S tru ct\ S-0

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- 1 1:1

6a m c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

STRUCTURAL GENERAL NOTES,

ABBREVIATIONS AND C&C ZONE DIAGRAM

S-001 3 3507/28/2026

BP

STM

JGM USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MD 20705

XXX

XXX

XXX

XXX

XXX

SCALE:

C & C ZONE DIAGRAM

3/32" = 1'-0"

S-001

TABLE 1

DESIGN WIND PRESSURE COMPONENTS AND CLADDING (C & C)

NOTE: THE DESIGN WIND PRESSURES SHOWN BELOW ARE BASED UPON THE ULTIMATE DESIGN WIND SPEED OF 104 MPH. THE WIND PRESSURES SHOWN ARE TO BE USED WITH THE LOAD AND RESISTANCE FACTOR (LRFD) METHOD. ALLOWABLE STRENGTH DESIGN (ASD) PRESSURES SHOULD BE CALCULATED BASED UPON A NOMINAL

VELOCITY OF 80.6 MPH.

SURFACE PRESSURE (psf) AREA WIND ZONE 10sf 100sf 200sf 500sf

ROOF NEGATIVE ZONE 1 -22.7 -16.0 -16.0 -16.0

ROOF NEGATIVE ZONE 2 -36.1 -18.6 -18.6 -18.6

ROOF NEGATIVE ZONE 3 -42.9 -21.3 -21.3 -21.3

ROOF POSITIVE ALL ZONES 16.0 16.0 16.0 16.0

SURFACE PRESSURE (psf) AREA WIND ZONE 10sf 100sf 200sf 500sf

WALLS NEGATIVE ZONE 4 -17.3 -16.0 -16.0 -16.0

WALLS NEGATIVE ZONE 5 -21.3 -16.5 -16.0 -16.0

WALLS POSITIVE ZONE 4 & 5 16.0 16.0 16.0 16.0

NOTES:

1. DESIGN WIND PRESSURES INDICATED MUST BE USED IN THE DESIGN OF ALL COMPONENTS & CLADDING

ELEMENTS COMPRISING THE BUILDING ENVELOPE.

2. POSITIVE PRESSURES ACT INWARD, TOWARD THE WIND SURFACE. NEGATIVE PRESSURES ACT OUTWARD, AWAY FROM THE WIND SURFACE.

3. LINEAR INTERPOLATION IS PERMITTED FOR INTERMEDIATE EFFECTIVE WIND AREAS.

PLAN

NORTH

DESIGN CRITERIA

CODES AND STANDARDS

A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE

INSTITUTE (ACI), ACI 318-25.

B. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-22.

C. INTERNATIONAL BUILDING CODE (IBC), IBC 2024.

D. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), AISC STEEL CONSTRUCTION

MANUAL, 15TH EDITION.

E. STRUCTURAL COMPONENTS IN THIS PROJECT DESIGNED USING LRFD METHODOLOGY.

F. AISI AMERICAN IRON AND STEEL INSTITUTE.

1.0 MINIMUM DESIGN LOADS AND REQUIREMENTS IN ACCORDANCE WITH IBC 2024

FLOOR LIVE LOAD

ROOF LIVE LOAD (REDUCIBLE)

M&E

WIND DESIGN DATA:

ULTIMATE WIND SPEED

NOMINAL WIND SPEED

RISK CATEGORY

WIND IMPORTANCE FACTOR

WIND EXPOSURE

COMPONENTS AND CLADDING DESIGN PRESSURE

EARTHQUAKE DESIGN DATA:

SEISMIC IMPORTANCE FACTOR

SS

S1

SITE CLASS

SDS

SD1

SEISMIC DESIGN CATEGORY

SEISMIC RESISTING SYSTEM

DESIGN BASE SHEAR

CS

R

DESIGN METHOD

100 PSF

20 PSF

5 PSF

104 MPH

80.6 MPH

I 1.0 B

SEE TABLE 1

1.0

11% 3.8%

D

A

STEEL FRAMES NOT SPECIFICALLY

DETAILED FOR SEISMIC RESISTANCE

0.033W 0.033W

EQUIVALENT LATERAL FORCE

2.0 MATERIALS

CONCRETE (28 DAY STRENGTH)

SLAB ON GRADE / FOUNDATION

(SEE SPECIFICATIONS FOR CONCRETE PROPERTIES)

REINFORCING:

BARS

WELDED WIRE FABRIC

STRUCTURAL STEEL SHAPES, PLATES AND MISCELLANEOUS SHAPES:

3,000 PSI

ASTM A615/A615M

ASTM A185

BOLTS:

BOLTS

ANCHOR RODS:

ANCHOR RODS

GROUT:

GROUT

ASTM F1554. GRADE 36

2 KSI

STRUCTURAL GENERAL NOTES

4.0 FOUNDATION:

4.1 THE EXISTING STRUCTURAL FOUNDATION SYSTEM IS UNKNOWN. FOUNDATION WORK WILL INCLUDE

THE CONSTRUCTION OF A CONCRETE SLAB ON GRADE. THE SLAB ON GRADE WILL BE CONSTRUCTED ATOP STRUCTURAL FILL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY U.S. ARMY CORPS

OF ENGINEERS - BALTIMORE DISTRICT IN JUNE 2022.

4.2 ALL AT GRADE SLABS MUST BE CONSTRUCTED ON 6 INCH CAPILLARY WATER BARRIER FORM WITH A

15 MIL VAPOR BARRIER.

4.3 PROTECT PIPES AND CONDUITS RUNNING THROUGH WALLS AND SLABS WITH 1/2 INCH EXPANSION

MATERIAL.

4.4 MAINTAIN SUBGRADE AND FILL MOISTURE CONTENT UNTIL FOUNDATIONS ARE PLACED.

4.5 DO NOT PLACE SLAB AGAINST SUBGRADE CONTAINING FREE WATER, FROST, OR ICE.

4.6 MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE SURFACE RUNOFF AWAY

FROM STRUCTURES AND TO PREVENT PONDING OF SURFACE RUNOFF NEAR THE STRUCTURES.

4.7 KEEP OPEN EXCAVATIONS AROUND BUILDING DRY. BACKFILL AGAINST GRADE BEAMS AS SOON AS PRACTICAL. PUMP WATER OUT OF OPEN EXCAVATIONS IF FLOODING OCCURS PRIOR TO BACKFILLING.

ASTM A325 BEARING TYPE N

TENSION AND DEVELOPMENT SPLICE LENGTHS - f'c = 3000 psi CONCRETE

BAR

SIZE

DEVELOPMENT LENGTH SPLICE LENGTH STANDARD 90 DEGREE HOOK

TOP BAR

(INCHES)

OTHER BAR

(INCHES)

TOP BAR

(INCHES)

OTHER BAR

(INCHES)

EMBED

(INCHES)

LEG LENGTH

(INCHES)

BEND DIA.

(INCHES)

#3 22 17 28 22 6 6 2.25 #4 29 22 37 29 8 8 3 #5 36 28 47 36 10 10 3.75 #6 43 33 56 43 12 12 4.5 #7 63 48 81 63 14 14 5.25 #8 72 55 93 72 16 16 6

APPLICABLE SHAPE SERIES ASTM DESIGNATION MIN. YIELD STRESS (FY)

(KSI)

W A992 50 M A36 36 S A36 36 C A36 36

MC A36 36

L A36 36

HSS (RECTANGLE) A500 46

HSS (ROUND) A500 42

PIPE A53 35

PLATES A36 36

PLATES A572 50

BARS A572 42

3.0 CAST-IN-PLACE CONCRETE NOTES:

3.1 CONCRETE COVER FOR REINFORCEMENT:

A. CONCRETE DEPOSITED AGAINST AND PERMANENTLY EXPOSED TO

EARTH

B. CONCRETE EXPOSED TO EARTH OR WEATHER:

#5 BARS OR SMALLER

#5 BARS OR LARGER

C. CONCRETE NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH

GROUND:

SLAB, WALL, AND JOISTS BEAMS

3.2 UNLESS SPECIFICALLY NOTED, SCHEDULED OR DETAILED OTHERWISE

PROVIDE DEVELOPMENT LENGTH FOR REINFORCING IN CONCRETE

COMPONENTS IN ACCORDANCE WITH THE SCHEDULE IN NOTE 3.3

BELOW. THIS SCHEDULE SHALL APPLY TO ALL DEVELOPMENT LENGTHS

NOT OTHERWISE NOTED, DETAILED OR SCHEDULED IN THE DRAWINGS

OR SPECIFICATIONS.

3.3 REINFORCING BAR DEVELOPMENT LENGTHS Ld (f'c = 3000 PSI)

3"

1 1/2" 2" 1"

1 1/2"

NOTES:

1. STRAIGHT DEVELOPMENT LENGTH AND SPLICE LENGTHS ARE BASED ON UNCOATED BARS

ASSUMING CENTER TO CENTER BAR SPACING GREATER THAN 3 BAR DIAMETERS WITHOUT TIES OR STIRRUPS OR 2 BAR DIAMETERS WITH TIES OR STIRRUPS, AND CLEAR COVER OF 1 BAR DIAMETER.

2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE BELOW THE BAR.

3. STANDARD 90 DEGREE HOOK EMBEDMENT LENGTH ARE BASED ON SIDE COVER GREATER THAN

2.5 INCHES AND END COVER GREATER THAN 2 INCHES WITHOUT TIES AROUND HOOKS.

3.4 LAP SPLICE LENGTHS FOR REINFORCING BARS MUST BE THE SAME AS SHOWN IN THE TABLE.

3.5 WHEN TWO BARS OF DIFFERENT SIZES ARE LAPPED, THE SMALLER SIZE GOVERNS THE LAP

LENGTH UNLESS SPECIFICALLY NOTED OTHERWISE.

3.6 WHEN REINFORCING STEEL IS NOTED AS CONTINUOUS REINFORCING IN GRADE BEAMS, WALLS, SLABS AND/OR BEAMS, SPLICE CONTINUOUS REINFORCING STEEL ONLY WHEN UNAVOIDABLE DUE TO STOCK LENGTHS. STAGGER ALL SPLICES A MINIMUM OF 4'-0". ADJACENT BAR SPLICES ARE NOT ACCEPTABLE. LOCATE THE TOP BAR SPLICES WITHIN THE MIDDLE HALF OF THE SPAN AND LOCATE THE BOTTOM BAR SPLICES AT SUPPORTS, OR BETWEEN SUPPORTS AND 1/3 SPAN POINT, UNLESS NOTED OTHERWISE ON PLANS, DETAILS OR SCHEDULES.

3.7 HORIZONTAL JOINTS WILL NOT BE PERMITTED IN CONCRETE CONSTRUCTION EXCEPT AS SHOWN

ON THE DRAWINGS. VERTICAL JOINTS SHALL OCCUR AT LOCATIONS INDICATED.

3.8 AT CONSTRUCTION JOINTS, CONTACT SURFACES MUST BE CLEAN AND FREE OF LATENCIES AND

INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH

3.9 PROVIDE FULL EMBEDMENT WITH 90-DEGREE HOOKS FOR ALL DOWELS IF NOT OTHERWISE NOTED.

3.10 CHAMFER ALL EXPOSED TO VIEW CORNERS 3/4", U.N.O.

5.0 GENERAL:

5.1 WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL ONLY APPLY TO LIKE OR

SIMILAR CONDITIONS.

6.0 POST INSTALLED ADHESIVE ANCHORS:

6.1 POST INSTALLED ADHESIVE ANCHORS MUST BE STAINLESS STEEL AND MUST ONLY BE USED WITH THE

WRITTEN CONSENT OF THE CONTRACTING OFFICER. STRENGTH OF ANCHORS MUST BE BASED UPON THE

REQUIRED STRENGTH OF THE SPECIFIC INSTALLATION AND LOCATION OF ANCHORS.

6.2 INSTALL BOLTS PERPENDICULAR TO THE FACE OF THE CONCRETE. DEVIATION FROM PERPENDICULAR

GREATER THAN 10 DEGREES WILL NOT BE ACCEPTABLE.

6.3 CREATE A TEMPLATE AT EACH BOLT CONNECTION LOCATION PRIOR TO FABRICATING HOLES IN

CONNECTION PLATES. MAKE TEMPLATE BY LOCATING EXISTING REBAR WITH PACHOMETER.

REPOSITION BOLTS A MAXIMUM OF 1-1/2" TO AVOID CONFLICTS WITH EXISTING.

6.4 DRILL HOLES TO DEPTH AND DIAMETER RECOMMENDED BY MANUFACTURER. DO NOT ENLARGE OR

REDIRECT HOLES ALONG THE LENGTH OF THE BOLTS.

6.5 DRILL HOLES IN CONTINUOUS OPERATION. BLOW DUST FROM THE HOLE USING COMPRESSED AIR.

6.6 FILL ABANDONED HOLES WITH EPOXY GROUT.

AFF

AISC

APPROX.

ARCH.

AHU

AWS

BC

bf

BFF

BOT. OR B

BRG

C&C

CJ OR CONST. JT.

CL

C.G.

CLR.

CMU

COL.

COMP.

CONC.

CONT.

CRSI

D

DIA.

db

DCJ

DL.

DO

DWG.

EL.

E.O.S.

EQ.

E.S.

E.W.

EXP.

FD

FIN.

F.F.

GALV.

GR

HSS

IP

IN

JST

JT.

K

KSF

LL

LLH

LLV

MAX.

MECH.

MFR.

MIN.

NO. OR #

O.C.

OF

PL

PSF

PSI

RP

REQ'D

SP

SN

SCH

SJ

STIFF.

T t

TC

T.O.C.

T.O.S.

TYP.

U.N.O.

W/

WWF

W.P.

ABOVE FINISHED FLOOR

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

APPROXIMATE

ARCHITECTURAL

AT

AIR HANDLING UNIT

AMERICAN WELDING SOCIETY

BOTTOM CHORD

FLANGE WIDTH

BELOW FINISHED FLOOR

BOTTOM OR BOTTOM MOST

BEARING

COMPONENT AND CLADDING

CONSTRUCTION JOINT

CENTERLINE

CENTER OF GRAVITY

CLEAR

CONCRETE MASONRY UNIT

COLUMN

COMPOSITE

CONCRETE

CONTINUOUS

CONCRETE REINFORCING STEEL INSTITUTE

DEPTH

DIAMETER

BAR DIAMETER

DOWELED CONTROL JOINT

DEAD LOAD

DITTO

DRAWING

ELEVATION

EDGE OF SLAB

EQUALLY

EACH SIDE

EACH WAY

EXPANSION

FLOOR DRAIN

FINISHED, FINISH

FINISHED FLOOR

GALVANIZED

GALVANIZED STEEL GRATING

HOLLOW STEEL SECTION

POSITIVE MOMENT OF INERTIA

NEGATIVE MOMENT OF INERTIA

JOIST

JOINT

KIP (KILO POUND)

KIPS PER SQUARE FOOT

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

NUMBER

ON CENTER

OUTSIDE FACE

PLATE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

RADIUS POINT

REQUIRED

POSITIVE SECTION MODULUS

NEGATIVE SECTION MODULUS

SCHEDULE

SAW JOINT

STIFFENER

TRUSS

THICKNESS

TOP CHORD

TOP OF COLUMN

TOP OF STEEL

TYPICAL

UNLESS OTHERWISE NOTED

WITH

WELDED WIRE FABRIC

WORKING POINT

ABBREVIATIONS

9.8% 5.4%

SNOW DESIGN DATA:

GROUND SNOW LOAD (pg) 47 PSF

UNIFORM ROOF DESIGN LOAD 28 PSF

RAIN DESIGN DATA:

15-MINUTE PRECIPITATION INTENSITY 5.83 IN/HR

DESIGN RAIN LOAD 1.5 PSF

STRUCTURAL LEGEND

WALL SECTION MARK

CALLOUT HEAD

KEYNOTE

TAGNORTH ARROWS

FLOOR PLANS, ELEVATIONS, SECTIONS AND DETAIL VIEWS TITLE

DWG. NO. WHERE

SECTION IS DRAWN

SCALE:

ELEVATIONS, DETAILS & CALLOUTS

1/8" = 1'-0"

S100

PLAN

NORTH

S100

DWG. NO. WHERE

SECTION IS DRAWN

AREA COVERED BY

DETAIL

DETAIL NUMBER (TYP.)

S100

SECTION NUMBER

DETAIL IDENTIFIER

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

16' 8' 0 16' a = 3.6FT

5 5

3 3 2

3 3 2 a a

A A

B B

C C

D D

E E

F F

G G

H H

I I

H.7 H.7

G.6 G.6

F.8 F.8

D.7 D.7

1.7

1.7

1.3

1.3

0'-

, F

IE

LD

V

ER

IF

Y

BEGINNING WORK.

31'-10" ±, FIELD VERIFY

SCALE:

STRUCTURAL DEMOLITION PLAN

1/8" = 1'- 0"

SD101

PLAN

NORTH

EXISTING BUILDING

EXISTING HAZARDOUS

MATERIAL STORAGE

GENERAL NOTES

1. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

2. EXISTING FOUNDATION SYSTEM IS UNKNOWN. CONTRACTOR MUST PROTECT EXISTING FOUNDATION.

3. REMOVE ALL EXISTING MATERIAL WITHIN GREENHOUSE REQUIRED TO PROVIDE SLAB ON GRADE

CONSTRUCTION INDICATED ON 4 / S-300.

DEMOLITION LEGEND

DEMOLISH CONCRETE

STEM WALLS TO REMAIN

REMOVE GRAVEL SURFACING

DEMOLITION KEYED NOTES

CONTRACTOR MUST PROTECT EXISTING GREENHOUSE COLUMNS AND THEIR ASSOCIATED 10"X10" PEDESTAL

FOUNDATIONS.

DEMOLISH EXISTING CONCRETE SLAB, WALKWAYS, AND MISC. CONCRETE PADS, APPROXIMATELY 2000 SF.

REMOVE EXISTING GRAVEL SURFACING AND SUBGRADE AS REQUIRED TO PROVIDE SLAB ON GRADE

CONSTRUCTION AS INDICATED ON 4 / S-300.

TYP.

TYP.

EXISTING

HAZARDOUS

MATERIAL

STORAGE

2TYP.

2 TYP.

EXISTING CONCRETE CURB

PROTECT EXISTING EQUIPMENT PAD

EXISTING STEM WALL TO REMAIN, TYP.

EXISTING STEM WALL TO REMAIN, TYP.

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SHEET

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NO.

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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

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

STRUCTURAL DEMOLITION PLAN

SD101

4 3507/28/2026

BP

STM

JGM USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MD 20705

XXX

XXX

XXX

XXX

XXX

0 16'8'4' 24'

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

DEMOLISH EXISTING SLAB

DEMOLISH EXISTING CONCRETE PAVER,TYP

DEMOLISH EXISTING CONCRETE WALKWAY

3TYP.

3 TYP.

1TYP.

S-301

TYP.

A A

B B

C C

D D

E E

F F

G G

H H

I I

H.7 H.7

G.6 G.6

F.8 F.8

D.7 D.7

1.7

1.7

1.3

1.3

0'-

, F

IE

LD

V

ER

IF

Y

31'-10" ±, FIELD VERIFY BEGINNING WORK.

8'- 0"

8'- 6"

8'- 0"

8'- 4 1

/2"

'-0

8'- 0"

EXISTING EQUIPMENT PAD

C J

C J

C J

C J

CJ CJ

C J

C J

CJ CJ

C J

C J

C J

C J

C J

C J

CJ CJ

C J

C J

CJ CJ

C J

C J

C J

C J

CJ CJ

C J

C J

C J

C J

C J

CJ CJ

CJ CJ

CJ CJ

CJ

C J

CJ CJ

C J

C J

CJ

C J

C J

CSTR

CSTR

C J

SCALE:

STRUCTURAL FOUNDATION PLAN

1/8" = 1'-0"

S-101

PLAN

NORTH

EXISTING BUILDING

EXISTING HAZARDOUS

MATERIAL STORAGE

GENERAL NOTES

1. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

2. EXISTING SUBGRADE FOUNDATION SYSTEM IS UNKNOWN. CONTRACTOR MUST PROTECT

EXISTING FOUNDATION.

LEGEND

STEM WALLS TO REMAIN

TRENCH DRAIN

EXISTING GREENHOUSE TUBE COLUMN TO REMAIN

EXISTING COLUMN PEDESTAL TO REMAIN

SLOPE

CONTRACTION JOINT

CONSTRUCTION JOINT

S1

S1

S1

TRENCH DRAIN TYP.

EXISTING

HAZARDOUS

MATERIAL

STORAGE

1193.15'

1/8"/FT

1193.15'1193.15'

1193.15'

SLOPE LINES, TYP.

1'-0"

1'-0"

S-300

S-300

S-300

EXISTING CONCRETE CURB

NOTE: TOP OF SLAB ELEVATION

MUST BE 1193.15' AROUND

THE PERIMETER OF EACH

BAY.

EXISTING STEM WALL, TYP.

CSTR

CJ

S-300

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

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

STRUCTURAL SLAB PLAN

S-101 5 3507/28/2026

BP

STM

JGM USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MD 20705

XXX

XXX

XXX

XXX

XXX

1/8" / FT. 1/8" / FT.

1/8" / FT.1/8" / FT.

1/8" / FT.1/8" / FT.

0 16'8'4' 24'

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

CONCRETE STAIR

S-301

1'-0"

1/4

F T.

M

AX

1/4

F T.

M

AX

1/4

F T.

M

AX

1/4

F T.

M

AX

1/4

F T.

M

AX

1/4

F T.

M

AX

CONSTRUCTION JOINT

CONSTRUCTION JOINT

TOP OF GRATE : 1192.99'

TRENCH INVERT: 1192.47'

TRENCH INVERT: 1192.39'

TOP OF GRATE : 1192.99'

TRENCH INVERT: 1192.47'

TRENCH INVERT: 1192.39'

TOP OF GRATE: 1192.99'

TRENCH INVERT: 1192.47

TRENCH INVERT: 1192.12'

1/8" / FT.

14'-11"

S-301

OUTLINE OF HEATER, SEE MECH.

RT3X3X1/8, 3003-H14 ALUMINUM COLUMN. 2 PER UNIT

HEATER. COLUMN SPACING MUST BE WIDTH OF

HEATER PLUS 6" ON EACH SIDE.

3S-301

CJ CJ

CJ

6"

1/2"

EXISTING CONCRETE CURB

1/2" EXPANSION JOINT

#4 @ 12" O.C., E.W.

#4 TIES @ 12" O.C.#4 CONT.

EXISTING CONCRETE STEM WALL

1/2" EXPANSION JOINT

1'- 0"

SCALE:

SECTION

1 1/2" = 1'-0"

S-300

FILLER MATERIAL

(3) #4 X 4'-0" DIAGONAL

PLACED 2" BELOW T/SLAB

SLAB EDGE

RE-ENTRANT CORNER

(2) #3 X 3'-0" @ MID DEPTH, TYP.

DISCONTINUOUS SLAB-ON-GRADE JOINTS

S1 #4 @ 12" O.C., E.W.

2" XPS INSULATION

6" CAPILLARY WATER BARRIER

15 MIL. VAPOR BARRIER

SCALE:

CONTRACTION JOINTS SLAB ON GRADE

1 1/2" = 1'-0"

S-300

SCALE:

RE-ENTRANT CORNER AND DISCONTINUOUS JOINTS

1 1/2" = 1'-0"

S-300

SCALE:

SLAB ON GRADE DETAIL (S1)

1 1/2" = 1'-0"

S-300

CONTRACTION JOINT NOTES:

1. MAKE SAW CUT AS SOON AS SLAB IS ABLE TO SUPPORT WEIGHT OF WORKERS AND SAWING EQUIPMENT WITHOUT

DAMAGE TO FINISH SURFACE OF SLAB.

2. ALL JOINTS MUST BE CONTINUOUS. DO NOT OFFSET OR STAGGER JOINTS.

3. CLEAN JOINT PRIOR TO FILLING THE JOINT.

JOINT FILLER MATERIAL NOTES:

1. FILLER MATERIAL USED MUST BE EPOXY RESINS WITH A MINIMUM SHORE "A" FILLER MATERIAL USED MUST BE EPOXY

RESINS WITH A MINIMUM SHORE "A" HARDNESS OF 80 AND MUST CONFORM TO ASTM D2240.

2. WHERE POSSIBLE, FILLER MATERIAL MUST BE APPLIED WHEN BUILDING IS UNDER PERMANENT TEMPERATURE CONTROL.

THIS MUST BE EITHER AT THE END OF CONSTRUCTION OF THE COMPLETE BUILDING SHELL OR A MINIMUM OF 90 DAYS

AFTER SLAB CONSTRUCTION.

3. ALL EXPOSED SLAB JOINTS MUST BE FILLED WITH FILLER MATERIAL.

CONTRACTION JOINTS (CJ)

6"

RE-ENTRANT CORNER DISCONTINUOUS JOINTS

4" 2"

3"

3" 3"

T/

T

T/

1/4" SAW CUT

4"

#4 DOWEL, 16" LONG @ 12" O.C.

8" OF PENNDOT "2A" AGGREGATE

COMPACTED TO 95% ASTM D1557

SCALE:

SECTION

1 1/2" = 1'-0"

S-300

SLOPESLOPE

1/2" R, TYP.

#4 BAR, 1"

CLEARANCE

1193.15'

SCALE:

SECTION

1 1/2" = 1'-0"

S-300

SLOPE

1192',(FIELD VERIFY)

NOTE: APPLY BROOM FINISH TO WALKING SURFACES OF STAIR AND LANDINGS.

S1

12"

(2) #4 CONT.

2" XPS INSULATION

CONSTRUCTION JOINTS (CSTR)

T/

CONSTRUCTION JOINT NOTES:

1. SLAB REINFORCEMENT MUST BE SUPPORTED BY SOIL SUPPORTED BOLSTERS AT SPACING NOT TO EXCEED 4'-0".

2. BREAK BOND BETWEEN NEW AND PREVIOUSLY PLACED SLAB BY SPRAYING OR PAINTING EXPOSED SIDE WITH FORM OIL.

3. SUBGRADE MUST BE FREE OF STANDING WATER AT THE TIME OF CONCRETE PLACEMENT.

4. CONT. DOWEL PERIMETER ONE SIDE OF CONSTRUCTION JOINT W/ BEARING GREASE..

JOINT SPACING NOTES:

1. PROVIDE CONTRACTION AND/OR CONSTRUCTION JOINTS AT EVERY COLUMN CENTERLINE AND AT A MAXIMUM SPACING

OF 36 TIMES THE SLAB THICKNESS, NOT TO EXCEED 16'-0" O.C. U.N.O

2. MAXIMUM ASPECT RATIO OF JOINT DIMENSIONS MUST NOT EXCEED 1.5.

PREPARE EDGE ON EACH SIDE

OF JOINT W/ 1/8" RADIUS AND

FILL W/ FILLER MATERIAL

SLAB REINF.

22 GA KEY WAY

#4 DOWEL 16" LONG @

12" O.C , GREASE AND

PAINT ONE END.

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

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

SLAB DETAILS

S-300 6 3507/28/2026

BP

STM

JGM USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MD 20705

XXX

XXX

XXX

XXX

XXX

2" XPS INSULATION

11"

2" XPS INSULATION

4'-0"

2'-0"

TRENCH DRAIN INSERT, SEE PLUMBING.

1193.15

7'-8"

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

0 6" 1' 2'

6"

2'-1"

2 5 /8"

SLOPE 1/8" / FT

SLOPE 1/8" / FT

FIELD VERIFY HEIGHT OF

STAIR. PROVIDE STAIR RISERS

AS REQUIRED FOR HEIGHT,

MAX RISE MUST BE 7'.

6 7 /8"

T

YP

6" CAPILLARY WATER BARRIER

6" CAPILLARY WATER BARRIER

6" CAPILLARY WATER BARRIER

(3) #4 CONT.

#4 STD. ACI BENT BAR @ 12" 0.C.

1/2 " EXPANSION JOINT

SCALE:

SLAB DETAIL AROUND

GREENHOUSE COLUMN

1 1/2" = 1'-0"

S-301

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

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

SLAB DETAILS

S-301 7 3507/28/2026

BP

STM

JGM USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MD 20705

XXX

XXX

XXX

XXX

XXX

EXISTING GREENHOUSE

COLUMN TO REMAIN,

EMBEDMENT DEPTH

UNKNOWN

DEMOLISH EXISTING WALKWAY

EXISTING 10"X10" (APPROX.)

FOUNDATION TO REMAIN , DEPTH

UNKNOWN

DEMOLISH EXISTING JOINT MATERIAL

EXISTING GREENHOUSE COLUMN

EXISTING FOUNDATION

3"

FILL W/ NON-SHRINK GROUT

SLOPE SLAB AS REQ'D TO TIE INTO

3" GROUT MOUND AND SLAB SLOPE1/2" EXPANSION JOINT

SCALE:

SECTION

1/2" = 1'-0"

S-301

1192.99' 1193.15'

1193.15' (FIELD VERIFY) 1193.15' (FIELD VERIFY)

1193.15'

1193.15' (FIELD VERIFY) 1193.15' (FIELD VERIFY)

EXISTING CONCRETE KNEE WALL

SLAB, REINF, AND SLOP NOT SHOWN FOR CLARITY

9"X9"X1/2" 3003-H14 ALUMINUM PLATE

1/2" DIA. STAINLESS STEEL

ADHESIVE ANCHOR

EMBEDDED MIN. 3"

L3X3X1/4 3003-H14 ALUMINUM

HS

S3

X3 X1

/8

-H

A

LU

MI

NU

M

HS

S3

X3 X1

/8

-H

A

LU

MI

NU

M

5/8" DIA A307

STAINLESS STEEL

THROUGH BOLT

T.O.S.: 8' - 0" (SEE NOTE 1)

NOTES:

1. TOP OF UNIT HEATER MUST BE 8'-0" ABOVE FINISHED FLOOR ELEVATION OF 1193.15'. LENGTHS OF THE

TUBE COLUMNS WILL VARY WITH LOCATION ON SLOPED FLOOR.

4'

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

0 1' 2' 8'

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

0 6" 1' 2'

2'

SCALE: 1"=1'-0"

0 1' 3'

SCALE:

UNIT HEATER FRAMING ELEVATION

1" = 1'-0"

S-301

PR

OV

ID

E

MI

N.

2"

GR

OU

T

AT

C

OR

NE

R

OF

E

XI

ST

IN

G

FO

UN

DA

TI

ON

EXISTING GREENHOUSE FOUNDATION

EXISTING GREENHOUSE COLUMN

SLAB REINF. NOT SHOWN FOR CLARITY

1193.15' (FIELD VERIFY)

S-301

NEW

EXISTING

- 1

'-1

1"

+/- 31'-10"

CHEM.

STORAGE

STORAGE

- 2

5'- 0"

4"

- 2 4'-

9" 4"

- 5

0'- 0"

- 7

'-8

+/- 5'-6"

TYP.

12 TYP.

TYP.

EXISTING DOOR TO REMAIN

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

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NO.

DEPM

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A

DATE

PROJECT NO.

SUSDA

BY

AGRICULTURAL RESEARCH SERVICE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

J:\ jo bs \18

US

DA

Re no va te Gr ee nh ou se

#2

- U niv ers ity Pa rk

PA

\07 W ork ing

Fo lde r\A rch

\AD

1.d wg

Ju l 2

8,

- 1

:43 pm c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

DEMOLITION PLAN

AD101

8 3507/28/26

BP

BEB

JGM USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MD 20705

XXX

XXX

XXX

XXX

XXX

DEMOLITION KEYNOTES

1. DEMOLISH GREENHOUSE GLAZING SYSTEM AND PANELS

DOWN TO THE MAIN STRUCTURAL FRAMING MEMBERS (STEM

WALLS, COLUMNS, PURLINS, ETC.). PROTECT STRUCTURAL

MEMBERS TO REMAIN. (TYP.)

2. DEMOLISH EXISTING CONCRETE SLAB (TYP.) SEE STRUCTURAL

FOR ADDITIONAL INFORMATION.

3. REMOVE GRAVEL BASE THROUGHOUT GREENHOUSE.

4. DEMOLISH DOOR AND FRAME.

5. DEMOLISH COMPOSITE STAIRS AND LANDING.

6. CONTRACTOR MUST TEMPORARILY MOVE CHEMICAL

STORAGE AWAY FROM GREENHOUSE DURING DEMOLITION

AND CONSTRUCTION ON THE EXISTING SLAB. INSTALL

TEMPORARY ELECTRICAL UTILITIES TO KEEP CHEMICAL

STORAGE ACTIVE AND AVAILABLE THROUGHOUT

CONSTRUCTION.

7. EXISTING COLUMNS TO REMAIN. SAW CUT CONCRETE BASE AT

JOINTS AND PROTECT BASE AND COLUMN DURING

DEMOLITION, TYP. -- SEE STRUCTURAL.

8. MECHANICAL HEATERS MUST BE REMOVED AND STORED FOR

REINSTALLATION. -- SEE MECH.

9. EVAPORATIVE COOLING SYSTEM MUST BE DEMOLISHED -- SEE

MECH.

10. MECHANICAL FANS MUST BE DEMOLISHED -- SEE MECH.

11. REMOVE EXISTING SEALANT AND EXPANSION MATERIAL

BETWEEN EXISTING HEADHOUSE AND GREENHOUSE. ADJUST

EXISTING FLASHING AT HEADHOUSE TO CREATE A WATER

TIGHT SYSTEM OVER NEW ROOF PANELS AND WALL GLAZING

SYSTEM. (CONTRACTOR HAS THE OPTION TO REPLACE

FLASHING WITH FLASHING OF SAME (NEW) MATERIALS.

12. DEMOLISH CONCRETE PAVERS, TYP.

13. DEMOLISH FLOOR DRAINS -- SEE PLUMBING.

LEGEND

DEMOLISH GRAVEL FLOOR

DEMOLISH CONCRETE FLOOR

DEMOLITION GENERAL NOTES

A. EXISTING GREENHOUSE CONCRETE STEM WALL AND

STRUCTURE ARE TO REMAIN. DEMOLITION SCOPE INCLUDES

GREENHOUSE GLAZING SYSTEM AND SUPPORTS, INTERIOR

SLABS AND GRAVEL, EXTERIOR STAIRS, AND MECHANICAL

AND ELECTRICAL SYSTEMS. SEE MEP FOR ADDITIONAL

INFORMATION.

B. ASSUME ALL PAINT COATINGS CONTAIN SOME LEVEL OF

LEAD. IT IS NOT THE INTENT OF THIS PROJECT TO ABATE ALL

LEAD-BASED PAINT COATINGS. ITEMS WITH PAINT COATINGS

INTACT MAY BE DISPOSED OF AS NORMAL CONSTRUCTION

DEBRIS. LOOSE PAINT COATINGS MUST BE DISPOSED OF AS

LEAD HAZARDOUS WASTE UNLESS TESTED TO DETERMINE

OTHERWISE. PROVIDE OSHA REQUIRED WORKER

PROTECTION IN ACCORDANCE WITH OSHA FOR

DISTURBANCE OF PAINT COATINGS.

SCALE:

DEMOLITION FLOOR PLAN

3/16"=1'-0"

AD101

0 4' 8' 16'

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

2'

NORTH

KEYPLAN

NTS

GREENHOUSE #2

STORAGE

CHEM.

STORAGE

GROWTH ROOM

GROWTH ROOM

GROWTH ROOM

EXISTING DOOR TO REMAIN

0'-

1'-0"

8'- 0"

14'-11"14'-11"

8'- 6"

8'- 6"

1'-0"14'-11"

8'- 0"

8'- 4 1

/2" 8'-

4 1 /2"

14'-11"

1'-0" 14'-11"14'-11"

8'- 0"

'-0

'-0

31'-10"

6'-0"

1'-

1'-

4'- 0"

12LOCATION OF TEMPORARILY

RELOCATED CHEMICAL STORAGE TO

ALLOW FOR INSTALLATION OF

GREENHOUSE EXTERIOR FACADE.

ONLY MOVE STRUCTURE AS FAR AWAY

FROM GREENHOUSE AS NEEDED FOR

GLAZING INSTALLATION.

A-201

A-201

A-201

A-301

A-301

1/8" / FT.

1/8" / FT.

1/8" / FT.

1/8" / FT.

1/8" / FT.

1/8" / FT.

1/4

F T.

MA

X

1/4

F T.

MA

X

1/4

F T.

MA

X

1/4

F T.

MA

X

1/4

F T.

MA

X

1/4

F T.

MA

X

(B

OT

H

SI

DE

S)

DOOR AND FRAME SCHEDULE

DOOR # TYPE WD HGT THK

SIZE

MAT'L

DOOR

TYPE MAT'L

FRAME FIRE

RATING

LABEL

HDW

SET

NO

REMARKS

A A B

3'-0" 3'-0" 5'-0"

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

1 3/8" 1 3/8" 1 3/4"

MTL

MTL

MTL

A A B

MTL

MTL

MTL

SLIDING DOOR

SLIDING DOOR

PAIR OF DOORS

DOOR AND FRAME TYPES

A B

AS SCHED.

AS

S

CH

ED

2" AS SCHED. 2"

2"

AS

S

CH

ED

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

J:\ jo bs \18

US

DA

Re no va te Gr ee nh ou se

#2

- U niv ers ity Pa rk

PA

\07 W ork ing

Fo lde r\A rch

\A-

1.d wg

Ju l 2

8,

- 1

:43 pm c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

FLOOR PLAN

A-101 9 3507/28/26

BP

BEB

JGM USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MD 20705

XXX

XXX

XXX

XXX

XXX

SCALE:

FLOOR PLAN

3/16"=1'-0"

A-101

KEYNOTES

1. PROVIDE GLAZING SYSTEM WITH 16 MM POLYCARBONATE

PANEL AT EXTERIOR (TYP.)

2. PROVIDE GLAZING SYSTEM WITH 16 MM POLYCARBONATE

PANEL AT INTERIOR.

3. EXHAUST FAN. SEE MECHANICAL.

4. EVAPORATIVE COOLING PAD WITH OPERABLE VENTS. SEE

MECHANICAL.

5. PROVIDE TRENCH DRAIN.

6. INSTALL UNIT HEATERS STORED DURING DEMOLITION. SEE

MECHANICAL / PLUMBING FOR PIPING CONNECTIONS.

7. EXISTING PIPE COLUMNS AND CONCRETE BASE. PROTECT

DURING CONSTRUCTION, TYP.

8. PROVIDE CONCRETE SLAB SLOPED TOWARDS TRENCH

DRAINS. SEE STRUCTURAL.

9. PROVIDE DOOR ASSEMBLY IN EXISTING OPENING. MODIFY

OPENING TO ACCOMMODATE NEW CONSTRUCTION AND

REPAIR EXISTING SURFACES. SEE DOOR SCHEDULE.

10. PROVIDE CONCRETE STAIR. SEE STRUCTURAL FOR

ADDITIONAL INFORMATION.

11. EXISTING CONCRETE STEM WALL MUST BE PROTECTED

DURING CONSTRUCTION. PATCH AND REPAIR DAMAGED

AREAS.

12. CHEMICAL STORAGE BUILDING MUST BE TEMPORARILY

MOVED AWAY FROM GREENHOUSE ON EXISTING SLAB

DURING CONSTRUCTION. CONNECT TO TEMPORARY UTILITIES

TO ALLOW FOR FULL USE OF STORAGE DURING ENTIRE

CONSTRUCTION TIMELINE. BUILDING MUST BE MOVED BACK

INTO ORIGINAL LOCATION AT COMPLETION OF GREENHOUSE

CONSTRUCTION.

13. ALUMINUM RACK SUPPORT SYSTEM FOR VENT OPERATORS.

DESIGN BY GREENHOUSE MANUFACTURER. SEE MECHANICAL

FOR ADDITIONAL INFORMATION.

14. PROVIDE STAINLESS STEEL SINK -- SEE PLUMBING.

0 4' 8' 16'

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

2'

ALUMINUM

SLIDING

DOOR

TRACK

GLAZING

PER MANUF.

KEYPLAN

NTS

GREENHOUSE #2

GENERAL NOTES

A. ALL STRUCTURAL STEEL FRAMING MEMBERS MUST BE

REPAIRED AND PREPPED FOR INSTALLATION OF NEW

POLYCARBONATE PANELING.

EXISTING GREENHOUSE

EXISTING HEADHOUSE

EXISTING STORAGE

EXISTING

CHEM.

STORAGE

PROVIDE CONTINUOUS MOTORIZED RIDGE

VENT AT EACH GROWTH ROOM -- MATCH

LOCATION AND SIZE TO EXISTING VENTS.

SEE MECHANICAL / ELECTRICAL

PROVIDE 16 MM POLYCARBONATE

ROOF AND GLAZING SYSTEM FULL

LENGTH FROM EAVE TO BASE OF

RIDGE VENT, TYP.

PROVIDE EAVE & GABLE TRIM FROM

MANUFACTURER TO FACILITATE

INSTALLATION OF NEW ROOF AND

WALL GLAZING SYSTEM, TYP.

A-201

A-201

A-201

A-301

A-301

0'-

31'-10"

INTERIOR WALL LOCATION

PROVIDE AUTOMATED SHADE SCREENS AT

EACH GROWTH ROOM.

PROVIDE AUTOMATED SHADE SCREENS AT

EACH GROWTH ROOM.

PROVIDE AUTOMATED SHADE SCREENS AT

EACH GROWTH ROOM.

A-301

LEGEND

BUILDINGS NOT IN CONTRACT

SCALE:

ROOF PLAN

3/16"=1'-0"

A-111

0 4' 8' 16'

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

2'

KEYPLAN

NTS

GREENHOUSE #2

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

J:\ jo bs \18

US

DA

Re no va te Gr ee nh ou se

#2

- U niv ers ity Pa rk

PA

\07 W ork ing

Fo lde r\A rch

\A-

1.d wg

Ju l 2

8,

- 1

:43 pm c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

ROOF PLAN

A-111 10 3507/28/26

BP

BEB

JGM USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MD 20705

XXX

XXX

XXX

XXX

XXX

SHADE SCREENS

CHEMICAL STORAGE

NOT SHOWN FOR

CLARITY

0'-0"

1'-8"

ROOF EAVE

7'-0"

ROOF RIDGE

15'-4 1/2"

GREENHOUSE F.F.

AT STEMWALL

T.O. STEMWALL

EXISTING HEADHOUSE BEYOND

OPERABLE RIDGE VENT WITH 16 MM

POLYCARBONATE PANELS

EXISTING STEM WALL --

PATCH AND REPAIR

DAMAGED AREAS

EXHAUST FAN -- SEE MECH.

GLAZING SYSTEM WITH 16 MM

POLYCARBONATE PANEL AT

EXTERIOR WALL AND ROOF -- TYP. SIDE WALL VENT OPERATOR

AND ALUMINUM RACK SYSTEM.

DESIGN BY GREENHOUSE

MANUFACTURER.

CONCRETE STAIR

SITE LIGHTING MOUNTED TO

GREENHOUSE EXTERIOR -- SEE ELEC.

GREENHOUSE F.F.

AT STEMWALL

0'-0"

T.O. STEMWALL

1'-8"

ROOF EAVE

7'-0"

ROOF RIDGE

15'-4 1/2"

EXHAUST FAN - SEE MECH.GLAZING SYSTEM WITH 16 MM

POLYCARBONATE PANEL AT

EXTERIOR WALL AND ROOF -- TYP.

STORAGE NOT

SHOWN FOR CLARITY

OPERABLE RIDGE VENT

EXISTING STEM WALL --

PATCH AND REPAIR

DAMAGED AREAS

EX

IS

TI

NG

H

EA

DH

OU

SE

0'-0"

1'-8"

ROOF EAVE

7'-0"

ROOF RIDGE

15'-4 1/2"

GREENHOUSE F.F.

AT STEMWALL

T.O. STEMWALL

GLAZING SYSTEM WITH 16 MM

POLYCARBONATE PANEL AT

EXTERIOR WALL AND ROOF -- TYP. OPERABLE RIDGE VENT

SIDE WALL VENT OPERATOR

AND ALUMINUM RACK SYSTEM

EXISTING STEM WALL --

PATCH AND REPAIR

DAMAGED AREAS

OPERABLE SIDE WALL VENT

(EVAPORATIVE COOLERS

BEHIND -- SEE MECH)

EX

IS

TI

NG

H

EA

DH

OU

SE

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

J:\ jo bs \18

US

DA

Re no va te Gr ee nh ou se

#2

- U niv ers ity Pa rk

PA

\07 W ork ing

Fo lde r\A rch

\A-

1.d wg

Ju l 2

8,

- 1

:43 pm c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

EXTERIOR ELEVATIONS

A-201 11 3507/28/26

BP

BEB

JGM USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MD 20705

XXX

XXX

XXX

XXX

XXX

SCALE:

EAST ELEVATION

1/4"=1'-0"

A-201

SCALE:

SOUTH ELEVATION

1/4"=1'-0"

A-201

SCALE:

NORTH ELEVATION

1/4"=1'-0"

A-201

8'0 2' 4' 12'

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

EXISTING GREENHOUSE

STRUCTURE TO REMAIN

PROVIDE SHADE SCREENS AT

GROWTH ROOMS

PROVIDE PURLINS WHERE

NEEDED PER MANUF.

REQUIREMENTS

EXISTING GREENHOUSE

CONCRETE STEM WALL TO REMAIN

PROVIDE OPERABLE RIDGE VENT WITH 16 MM

POLYCARBONATE PANELS WITH GLAZING SYSTEM --

SEE MECHANICAL / ELECTRICAL DRAWINGS

PROVIDE SHADE SCREENS AT GROWTH ROOMS

PROVIDE 16 MM POLYCARBONATE ROOF GLAZING

SYSTEM

PROVIDE 16 MM POLYCARBONATE PANELS AND

GLAZING SYSTEM @ INTERIOR WALLS AND

PARTITIONS

EXISTING STRUCTURAL SYSTEM

AND MOUNTING SYSTEM TO

REMAIN

PROVIDE CONCRETE SLAB

INFILL -- SEE STRUCTURAL

PROVIDE TRENCH DRAIN -- SEE

STRUCTURAL AND PLUMBING

EXISTING GREENHOUSE

STRUCTURE TO REMAIN

PROVIDE 16 MM POLYCARBONATE

PANELS AND GLAZING SYSTEM @

EXTERIOR WALLS

ALUMINUM RACK SYSTEM BY

GREENHOUSE MANUFACTURER.

OPERATOR -- SEE MECH.

CONCRETE POST FOOTING. IF

FOOTING OVERLAPS EXISTING

CONCRETE / ASPHALT

8" STRUCTURAL FILL

3'- 0"

8"

1'-6"

EVAPORATIVE COOLING

SYSTEM -- SEE MECH.

PROVIDE SLIDING INTERIOR

DOOR -- SEE SCHEDULE

EXISTING CONCRETE STEM WALL

TO REMAIN

GREENHOUSE F.F. AT STEM WALL

0'-0"

TOP OF STEM WALL

1'-8"

ROOF EAVE @ STRUCTURE

7'-0"

FAN AND HOOD -- SEE MECH.

EXISTING STEM WALL

A-501

EXISTING MASONRY WALL, SAWCUT

OR UTILIZE EXISTING REGLET FOR

NEW COUNTER FLASHING

LEAD WEDGE @ 4'-0" O.C.

4" X 4" METAL FLASHING

16 MM POLYCARBONATE

PANELS AT GREENHOUSE ROOF

GREENHOUSE GLAZING BAR

AND SUB STRUCTURE

CONT. SEALANT

METAL COUNTER FLASHING

SEALANT

EXISTING GREENHOUSE

STRUCTURE

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

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

SECTION

A-301 12 3507/28/26

BP

BEB

JGM USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MD 20705

XXX

XXX

XXX

XXX

XXX

SCALE:

BUILDING SECTION

3/4"=1'-0"

A-301

SCALE: 3/4"=1'-0"

0 1' 2' 4'

SCALE:

FLASHING DETAIL

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

A-301

VENT SECTION TO MATCH EXISTING VENT DIMENSIONS

16 MIL POLYCARBONATE PANELS AT ROOF

ALUMINUM SHAFT

HANGER AS REQUIRED

8" +/-

3 1/2" +/-

EXISTING STRUCTURE

TO REMAIN

DOUBLE VENT RIDGE

DOUBLE VENT RIDGE MOUNT

5" ALUMINUM PURLIN. EXTEND

AND ANCHOR TO EXISTING TRUSSES

EXISTING STRUCTURE

TO REMAIN

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

PURLIN CLIP. (1) PER SIDE

MINIMUM 3/8" DIA. STAINLESS STEEL BOLT

PROVIDE GLAZING BAR

VENT HEADER BAR

VENT BOTTOM RAIL CAP

VENT BOTTOM RAIL

16 MIL POLYCARBONATE PANEL

OPERATOR SHAFT. SEE MECHANICAL / ELECTRICAL

EAVE TRIM

16 MIL POLYCARBONATE PANEL

AT EXTERIOR WALLS

16 MIL GLAZING BAR

NOTES:

1. GREENHOUSE SUB-FRAMING, GLAZING AND COMPONENTS SHOWN ARE MINIMUM

REQUIREMENTS. CONTRACTOR MUST PROVIDE SHOP DRAWINGS BY

GREENHOUSE MANUFACTURER FOR APPROVAL WHICH MUST INCLUDE ALL

CONSTRUCTION REQUIRED BY MANUFACTURER AND MEETING MIN.

REQUIREMENTS OF CONSTRUCTION DOCUMENTS.

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

J:\ jo bs \18

US

DA

Re no va te Gr ee nh ou se

#2

- U niv ers ity Pa rk

PA

\07 W ork ing

Fo lde r\A rch

\A-

1.d wg

Ju l 2

8,

- 1

:43 pm c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

DETAIL

A-501 13 3507/28/26

BP

BEB

JGM USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MD 20705

XXX

XXX

XXX

XXX

XXX

SCALE:

ROOF AND WALL SECTION DETAIL

6"=1'-0"

A-501

STORAGE

DEMOLISH EXISTING

DOMESTIC COLD WATER

PIPING OVERHEAD (TYP.)

DEMOLISH EXISTING UTILITY SINK

AND APPURTENANCES

DEMOLISH EXISTING

FLOOR DRAIN

DEMOLISH EXISTING

FLOOR DRAIN

DEMOLISH EXISTING

FLOOR DRAIN

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

J:\ jo bs \18

US

DA

Re no va te Gr ee nh ou se

#2

- U niv ers ity Pa rk

PA

\07 W ork ing

Fo lde r\M ec h\P D1

.dw g Ju l 2 7,

- 1 0:3

8a m c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

PLUMBING DEMOLITION PLAN

PD101

14 3506/26/26

BP

RAF

SME USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MS 20705

XXX

XXX

XXX

XXX

XXX

DEMOLITION KEYED NOTES

1. DEMOLISH EXISTING DOMESTIC COLD WATER PIPING,

HANGERS, INSULATION, AND ALL APPURTENANCES BACK TO

EXISTING 1" ISOLATION VALVE. CAP PIPING AT THE VALVE

AND RETAIN FOR CONNECTION TO NEW WORK.

2. DEMOLISH EXISTING HOSE BIBB AND ASSOCIATED PIPING.

3. DEMOLISH EXISTING DOMESTIC WATER PIPING SERVING

EXISTING SINK. CAP EXISTING WATER PIPING AT THE

NEAREST ACCESSIBLE LOCATION.

4. DEMOLISH EXISTING FLOOR DRAIN AND ASSOCIATED

UNDERGROUND SANITARY PIPING BACK TO THE EXISTING

MANHOLE. EXACT PIPING ROUTING ARE UNKNOWN AND

SHALL BE FIELD VERIFIED DURING SLAB DEMOLITION.

LEGEND

POINT OF DISCONNECTION

SCALE:

PLUMBING DEMOLITION PLAN

3/16"=1'-0"

PD101

0 4' 8' 16'

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

2'

PLAN

NORTH

KEYPLAN

NTS

GREENHOUSE #2

GENERAL DEMOLITION NOTES

1. DEMOLISH EXISTING UNDERGROUND PIPING, INCLUDING

ASSOCIATED FITTINGS AND APPURTENANCES. COORDINATE

WITH STRUCTURAL DRAWINGS FOR EXISTING CONCRETE

SLAB DEMOLITION.

STORAGE

GROWTH ROOM

GROWTH ROOM

GROWTH ROOM

P-1

HB

HB

HB

HB

FHB

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

J:\ jo bs \18

US

DA

Re no va te Gr ee nh ou se

#2

- U niv ers ity Pa rk

PA

\07 W ork ing

Fo lde r\M ec h\P -10

1.d wg

Ju l 2

7,

- 1

0:3 8a m c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

GREENHOUSE PLUMBING PLAN

P-101 15 3506/26/26

BP

RAF

SME USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MS 20705

XXX

XXX

XXX

XXX

XXX

KEYNOTES

1. CONNECT NEW DOMESTIC COLD WATER SUPPLY PIPING TO

EXISTING 1" ISOLATION VALVE.

2. ROUTE COLD WATER PIPING TO POINT-OF-USE WATER

HEATER (DWH-1). PROVIDE ISOLATION VALVE AND

ACCESSORIES AS REQUIRED BY MANUFACTURER.

3. ROUTE 3/4" DOMESTIC COLD WATER PIPING DOWN TO

COOLING PAD SUMPS SERVING ECP-1.

4. ROUTE 3/4" DOMESTIC COLD WATER PIPING DOWN TO

COOLING PAD SUMPS SERVING ECP-2.

5. ROUTE 3/4" DOMESTIC COLD WATER PIPING DOWN TO

COOLING PAD SUMPS SERVING ECP-3 AND ECP-4.

LEGEND

1" DCW

1" DCW

1" DCW

3/4" DCW

POINT OF CONNECTION

SCALE:

GREENHOUSE PLUMBING PLAN

3/16"=1'-0"

P-101

0 4' 8' 16'

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

2'

PLAN

NORTH

KEYPLAN

NTS

GREENHOUSE #2

3/4" DCW

3/4" DCW

3/4" DCW

3/4" DCW

3/4" DCW

3/4" DCW

3/4" DCW

STORAGE

GROWTH ROOM

GROWTH ROOM

GROWTH ROOM

TD-1

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

J:\ jo bs \18

US

DA

Re no va te Gr ee nh ou se

#2

- U niv ers ity Pa rk

PA

\07 W ork ing

Fo lde r\M ec h\P -10

2.d wg

Ju l 2

7,

- 1

0:3 8a m c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

GREENHOUSE SANITARY PLAN

P-102 16 3506/26/26

BP

RAF

SME USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MS 20705

XXX

XXX

XXX

XXX

XXX

KEYNOTES

1. SEE DETAIL P-501-9 FOR SANITARY CONNECTION TO MANHOLE.

2. SEE DETAIL P-502-1 FOR SANITARY CONNECTION TO TRENCH

DRAIN.

3. INSTALL NEW VENT-THROUGH-ROOF (VTR). PIPING TO BE

EXPOSED AS INDICATED. SEE ARCHITECTURAL FOR ROOF

PENETRATION.

LEGEND

2" VTR

FCO

GCO

TD-2

TD-1

4" SS

4" SS

P-1

FCO

4" SS

2" SS

4" SS

SCALE:

GREENHOUSE SANITARY PLAN

3/16"=1'-0"

P-102

PLAN

NORTH

KEYPLAN

NTS

GREENHOUSE #2

0 4' 8' 16'

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

2'

GENERAL NOTES

1. ALL NEW SANITARY PIPING SHALL BE INSTALLED WITH A

MINIMUM SLOPE OF 1/8 INCH PER FOOT.

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

J:\ jo bs \18

US

DA

Re no va te Gr ee nh ou se

#2

- U niv ers ity Pa rk

PA

\07 W ork ing

Fo lde r\M ec h\P -50

1.d wg

Ju l 2

7,

- 1

0:3 8a m c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

PLUMBING DETAILS

P-501 17 3506/26/26

BP

RAF

SME USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MS 20705

XXX

XXX

XXX

XXX

XXX

20"

8"

-1

/2"

2" WASTE & P-TRAP

20" 31"

82"

20"

SCALE:

WORK SINK DETAIL (P-1)

N.T.S

P-501

31"

ROUTE DRAIN PIPING

UNDERGROUND

EXTERIOR WALL

CENTER PIPE IN SLEEVE

SEAL SLEEVE WITH SEALANT

STANDARD WEIGHT STEEL

PIPE ANCHORED IN PLACE

BACK UP MATERIAL

COAT EXTERIOR

SURFACES WITH

TAR COMPOUND

SCALE:

TYPICAL PIPE SLEEVES THROUGH WALLS

N.T.S

P-501

TO UNISTRUT P2500

SERIES PIPE STRAP

(TYP.)

TO UNISTRUT P3400

SERIES PIPE CLAMPS

(TYP.)

TO UNISTRUT P 1000 12 GA CHANNEL

(TYP.)

SECURE W/APPROVED ANCHOR TO MATCH BASE

MATERIAL AND LOAD REQUIREMENTS

INSULATE AS REQD

CONC. OR MASONRY WALL

TO UNISTRUT P 1000 12 GA CHANNEL

(TYP.)

SECURE W/APPROVED ANCHOR TO MATCH BASE

MATERIAL AND LOAD REQUIREMENTS

INSULATE AS REQD

CONC OR MASONRY WALL

NOTE:

PROVIDE MIN ANCHOR

SUPPORT SPACING EVERY 3'

VERTICALLY

FOR PIPES < 4"Ø

FOR CONDUIT < 2"Ø

SCALE:

PIPING WALL SUPPORT DETAIL

N.T.S

P-501

HOT OR COLD WATER SUPPLY

IF BRANCH IS GREATER THAN 20'-0" LONG,

PROVIDE AN ADDITIONAL WHA IN MIDDLE OF

RUN. EACH SIZED FOR HALF THE FIXTURE

UNITS. IF HORIZONTAL BRANCH IS LESS

THAN 20'-0" LONG, PROVIDE ONE

WHA AT END OF LINE.

FIXTURE (TYP.)

NOTE: INSTALL PER MANUFACTURER'S INSTRUCTIONS.

PROVIDE DIAPHRAGM TYPE WATER HAMMER ARRESTOR AT

ALL QUICK-CLOSING VALVES.

SINGLE/DOUBLE FIXTURE

WHA

SIZE

PIPE

SIZE

FIXTURE UNIT

LOAD

A 1/2" 1-11 B 3/4" 12-32 C 1" 33-60 D 1-1/4" 61-113 E 1-1/2" 114-154 F 2" 154-330

SCALE:

WATER HAMMER ARRESTOR (WHA) SCHEMATIC

N.T.S

P-501

HANGER ROD

GRINNELL FIG. 260

ADJUSTABLE GALV.

CLEVIS OR EQUAL

PIPE

INSULATION - DETERMINE

TYPE AND THICKNESS

FROM SPECS.

16" GA. GALV. PROTECTION

SADDLE 12" LARGE

SPACER- HIGH DENSITY

INSULATION ALONG

BOTTOM SEGMENT OF PIPE

SCALE:

HANGER FOR INSULATED PIPE

N.T.S

P-501

SCALE:

P.O.U. WATER HEATER PIPING SCHEMATIC (DHW-1)

N.T.S

P-501

6"

MIN.

6" MIN.

1" MIN. CLEAR

1"

SCALE:

FLUSH GRADE CLEANOUT

N.T.S

P-501

EXISTING MANHOLE STRUCTURE

CORED HOLE

SEWER LINE

STAINLESS STEEL

PIPE CLAMP

FLEXIBLE

CONNECTOR

EXISTING MANHOLE

INVERT (1184.83')

NON-SHRINK GROUT

(AS REQUIRED)

"BOOT" CONNECTION

SEWER LINE INVERT

(1188.98')

SCALE:

SANITARY CONNECTION TO MANHOLE

N.T.S

P-501

NOTE:

INSTALL 'T&P' VALVE, INSTALL ON THE HOT

WATER OUTLET PIPE BEFORE THE ISOLATING

VALVE

BALL OR STOP

VALVE

WATER HEATER

MOUNT ON WALL WITH

BRACKET IN ACCORDANCE

WITH MANUFACTURERS

WRITTEN REQUIREMENTS

IN-LINE FLOW CONTROL,

AS REQUIRED

THREE WAY ANGLE

STOP VALVE

3/4" CW SUPPLY

FROM WALL

SINK

FINISHED GRADE

BRASS PLUG

1" MIN CLEARANCE BETWEEN

PLUG & COVER

C.I. BOX W/ COVER

PVC PIPE

WYE BRANCH

PLUG

CONCRETE 6" THICK X 1'-0" WIDE

SQUARE CONC. PAD

SCALE:

FLOOR CLEANOUT DETAIL

N.T.S

P-501

14-GAUGE STEEL SINK

BOWL CONSTRUCTION

FINISHED FLOOR

PROVIDE NICKEL BROZE FLOOR PLATE

TO BE COMPATIBLE WITH FLOOR

INSTALLED

LONG SWEEP 1/4 BEND OR

COMBINATION "Y" & 1/8

BEND. (USE REDUCING

TYPE WHERE REQUIRED)

BUILDING DRAIN

SCALE:

EXTERIOR WALL HYDRANT DETAIL (FHB)

N.T.S

P-501

MOUNT AT 18" AFF

UNLESS NOTED OTHERWISE

REFER TO PLANS

FREEZE PROTECTED WALL

HYDRANT PER SCHEDULE

COLD WATER PIPING. REFER TO

PLANS FOR SIZE.

STRAP PIPE TO WALL

90° ELL

VANDAL PROOF LOCKING

ENCLOSURE

NOTE:

WORK SINK TO BE ANCHORED TO

THE WALL AND LEGS ANCHORED TO

THE GROUND IN ACCORDANCE WITH

MANUFACTURERS WRITTEN

INSTRUCTIONS. EXISTING CONCRETE STEM

WALL

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

J:\ jo bs \18

US

DA

Re no va te Gr ee nh ou se

#2

- U niv ers ity Pa rk

PA

\07 W ork ing

Fo lde r\M ec h\P -50

2.d wg

Ju l 2

7,

- 1

0:3 8a m c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

PLUMBING DETAILS

P-502 18 3506/26/26

BP

RAF

SME USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MS 20705

XXX

XXX

XXX

XXX

XXX

SCALE:

TRENCH DRAIN DETAIL (TD-1 & TD-2)

N.T.S

P-502

DRAIN CHANNEL

4" WASTE PIPE

P-TRAP

HUB DRAIN MOUNTED FLUSH

WITH BOTTOM OF DRAIN

REMOVABLE GALVANIZED DUCTILE IRON

SLOTTED (8' SECTIONS) AND INSTALLED PER

MANUFACTURER WRITTEN INSTRUCTION FOR

THIS APPLICATION FINISHED FLOOR/GRADE

BOTTOM OF CONCRETE SLAB

AND INSULATION. SEE STRUCT.

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

J:\ jo bs \18

US

DA

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#2

- U niv ers ity Pa rk

PA

\07 W ork ing

Fo lde r\M ec h\P -60

1.d wg

Ju l 2

7,

- 1

0:3 8a m c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

PLUMBING SCHEDULE

P-601 19 3506/26/26

BP

RAF

SME USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MS 20705

XXX

XXX

XXX

XXX

XXX

MARK DESCRIPTION CW HW MIN. WASTE REMARKSVENTMIN. TRAP

PLUMBING FIXTURE SCHEDULE

HB 3/4" -HOSE BIBB - - -

P-1 WORK SINK 1/2" 1/2" 2" 2"2"

PROVIDE ONE PIECE SELF SUPPORTING TYPE 304 STAINLESS STEEL SINGLE COMPARTMENT SINK. PROVIDE GOOSENECK, CENTER SET FAUCET. PROVIDE WITH INTEGRAL 30" DRAIN BOARDS ON EACH SIDE OF BOWL. OVERALL DIMENSIONS 82" X 27". MOUNT AND ANCHOR TO FLOOR ACCORDING TO MANUFACTURES WRITTEN INSTRUCTIONS.

PROVIDE WITH DWH-1 TO SERVE WORK SINK.

FHB 3/4" -

PRIER C-144 NON-FREEZE, ANTI-SIPHON DESIGN WALL-HYDRANT. MOUNT 18" AFF.

FREEZE PROTECTED HOSE BIBB - - -

PRIER C-634 OR EQUAL HEAVY COMMERCIAL FREEZELESS WALL HYDRANT WITH INTEGRAL ASSE 1052 VACUUM BREAKER/DOUBLE BACKFLOW PREVENTER, KEY OPERATION, AND AUTOMATIC DRAINING CAPABILITY. PROVIDE

OPERATINGKEY AND WALL CLAMPING RING. MOUNT 18" AFF.

TD-1

ZURN Z882-Z-GDC-USA OR EQUAL 12" WIDE TRENCH DRAIN WITH GALVANIZED DUCTILE IRON

SLOTTED GRATE, 4" NO-HUB BOTTOM OUTLET. PROVIDE 8'-0" OVERALL LENGTH.

TRENCH DRAIN -TD-2

-FLOOR CLEANOUT - - -FCO

ZURN CO-PV3 OR EQUAL, ADJUSTABLE FLOOR CLEAN OUT, PVC 3" X 4" SOLVENT WELD BODY WITH

BOTTOM OUTLET, CLEAN OUT PLUG, AND LIGHT DUTY NICKEL BRONZE OR STAINLESS STEEL

STRAINER. SEE PLANS FOR SIZING.

GRADE CLEANOUT - - -- - - -GCO

TRENCH DRAIN - - -4"4"

- 4"4"

ZURN Z882-Z-GDC-USA OR EQUAL 12" WIDE TRENCH DRAIN WITH GALVANIZED DUCTILE IRON

SLOTTED GRATE, 4" NO-HUB BOTTOM OUTLET. PROVIDE 32'-0" OVERALL LENGTH.

ZURN CO-PV3-SS OR EQUAL, ADJUSTABLE FINISHED AREA CLEAN OUT WITH PVC BODY, CLEAN

OUT PLUG, AND STAINLESS STEEL ROUND COVER. SEE PLANS FOR SIZING.

MARK

EWT

(°F) REMARKS

DWH-1

NOTES:

1. INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.

2. CONTRACTOR MUST FIELD VERIFY ALL EXISTING DIMENSIONS AND CONNECTION CONDITIONS.

3. ACTIVATION OF INSTANTANEOUS WATER HEATER SHALL BE 0.17 GPM.

SEE NOTES51

WATER HEATER SCHEDULE

TYPE

POINT OF USE

TANKLESS

LWT

(°F)

FUEL TYPE DIMENSIONS

WIDTH

(IN)

HEIGHT

(IN)

11.25 15.5AOSMITH

UPVA-110E

BASIS

OF DESIGN

ELECTRICAL

V PH FREQ.

208 1 60

DEPTH

(IN)

INPUT

(KW)

11 ELECTRIC1.05

GPM AT

TEMPERATURE

RISE

TANK

SIZE

(GAL.)

EFFICIENCY

91%

WEIGHT

(LB)

SERVES

P-1

STORAGE

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

J:\ jo bs \18

US

DA

Re no va te Gr ee nh ou se

#2

- U niv ers ity Pa rk

PA

\07 W ork ing

Fo lde r\M ec h\M D1

.dw g Ju l 2 7,

- 1 0:3

8a m c P.A.

FIRMTHE

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

Johnson M Adams

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

RENOVATE GREENHOUSE #2

US-BUILDING 0491

532 CURTIN RD.

UNIVERSITY PARK, PA 16802

MECHANICAL DEMOLITION PLAN

MD101

20 3506/26/26

BP

RAF

SME USDA ARS ACQUISITION

AND PROPERTY D

5601 SUNNYSIDE AVENUE

RM 3-2102

BELTSVILLE, MS 20705

XXX

XXX

XXX

XXX

XXX

DEMOLITION KEYNOTES

1. REMOVE EXISTING UNIT HEATER AND RETAIN FOR

REINSTALLATION. PROTECT EQUIPMENT FROM DAMAGE

DURING CONSTRUCTION.

2. DEMOLISH EXISTING HEATING WATER SUPPLY AND RETURN

PIPING BACK TO EXISTING 2" ISOLATION VALVES. CAP PIPING

AT VALVES AND RETAIN VALVES FOR FUTURE CONNECTIONS.

3. DEMOLISH EXISTING SIDEWALL EXHAUST FAN.

LEGEND

1 DEMOLISH EXISTING

EVAPORATIVE COOLING PAD

SYSTEM, SUMPS, TANKS AND

ALL APPURTENANCES (TYP.)

DEMOLISH EXISTING

EVAPORATIVE COOLING PAD

AND APPURTENANCES (TYP.)

DEMOLISH EXISTING HEATING

WATER SUPPLY AND RETURN

PIPNG, HANGERS, SUPPORTS,

INSULATION AND ALL

APPURTENANCES (TYP.)

DEMOLISH EXISTING HEATING

WATER SUPPLY AND RETURN

(TYP.)

DEMOLISH EXISTING HEATING

WATER SUPPLY AND RETURN

(TYP.)

POINT OF DISCONNECTION

SCALE:

MECHANICAL DEMOLITION PLAN

3/16"=1'-0"

MD101

0 4' 8' 16'

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

2'

PLAN

NORTH

KEYPLAN

NTS

GREENHOUSE #2

DEMOLISH EXISTING

GREENHOUSE CONTROLS

SYSTEM

STORAGE

GROWTH ROOM

GROWTH ROOM

GROWTH ROOM

EF-1

EF-2

EF-3

EF-4

EF-5

EF-6

EF-7

EF-8

ECP-1

ECP-2

ECP-3

ECP-4

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTIO…