81LUBBOCK

CORPUS CHRISTI

LAREDO

GALVESTON

HOUSTON

SAN ANTONIO

AUSTIN

ORANGE

EL PASO

FT WORTH DALLAS

WICHITA FALLS

AMARILLO

PROJECT

LOCATION

CONSERVATION & PRODUCT RESEARCH LABORATORY

AGRICULTURAL RESEARCH SERVICE

U.S. DEPARTMENT OF AGRICULTURE

BUSHLAND, TX

LOCATION MAPVICINITY MAP

NORTH NORTH

GENERAL PROJECT DESCRIPTION

THE PRIMARY PURPOSE OF THIS PROJECT IS TO REPLACE THE EXISTING FLAT ROOF BY

REMOVING THE EXISTING ROOF ASSEMBLY AND INSTALLING NEW STEEL TRUSSES TO ALLOW

FOR THE INSTALLATION OF A 2:12 SLOPED STANDING SEAM METAL ROOF.

BASE BID:

THE BASE BID SHALL CONSIST OF ALL WORK INCLUDED IN THESE DOCUMENTS WITH THE

EXCEPTION OF THE BID OPTIONS DESCRIBED BELOW.

BID OPTIONS:

BID OPTION #1: PROVIDE UNIT HEATERS IN "ORIGINAL BUILDING 4" AS SHOWN IN MECHANICAL.

BID OPTION #2: PROVIDE 1/2" PAINTED GYPSUM BOARD ON 3-5/8" METAL STUD FRAMING (STUDS AT 16" O.C.) AT INTERIOR SIDE OF EXISTING CLERESTORY WINDOWS ON NORTH ELEVATION. FILL

WALL CAVITY WITH R-19 THERMAL BATT INSULATION (TYP).

PROJECT LOCATION

CONSERVATION & PRODUCTION RESEARCH LABORATORY

2300 EXPERIMENT STATION DRIVE

BUSHLAND, TX

NO SCALE NO SCALE

BUILDING 4 NEW METAL ROOF

PPM

REVISIONS

DESCRIPTIONDATE

U

NO.

D

REAL PROPERTY

SAFETY & HEALTH

A

SUSDA

BY

OF

DESIGNER

PROJECT MGR

JOB #

CHECKED BY

EPM

2150 CENTRE AVENUE

BUILDING D, SUITE 300

FORT COLLINS, CO

Agricultural

Service Research

CONSERVATION & PRODUCTION RESEARCH LABORATORY

BUILDING 4 (B4) NEW METAL ROOF

2300 EXPERIMENT STATION DRIVE - BUSHLAND, TX 79012

RCB

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

CLR

CLR

3324-A

B. DEAN

D. CORDRAY

W. ROSS 1/9/25

DATE

PROJECT NO.

A-E FIRM

SHEETAGRICULTURAL RESEARCH SERVICE

TITLE SHEET

G-101 1 20

A-E CONTRACT NO: 12805B23D0001

A-E TASK ORDER NO: 12805B24F0192

HT

XETA

FO ET

ST

R

EG

IS

SA

TC

E

IT

RERE A CD

JE

RR

Y G. MARTIN

1 3573

AutoCAD SHX Text T E X A S

PPM

REVISIONS

DESCRIPTIONDATE

U

NO.

D

REAL PROPERTY

SAFETY & HEALTH

A

SUSDA

BY

OF

DESIGNER

PROJECT MGR

JOB #

CHECKED BY

EPM

2150 CENTRE AVENUE

BUILDING D, SUITE 300

FORT COLLINS, CO

Agricultural

Service Research

CONSERVATION & PRODUCTION RESEARCH LABORATORY

BUILDING 4 (B4) NEW METAL ROOF

2300 EXPERIMENT STATION DRIVE - BUSHLAND, TX 79012

RCB

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

CLR

CLR

3324-A

B. DEAN

D. CORDRAY

W. ROSS 1/9/25

DATE

PROJECT NO.

A-E FIRM

SHEETAGRICULTURAL RESEARCH SERVICE

JE

RR

Y G. MARTIN

1 3573

DRAWING NO.

INDEX OF DRAWINGS

SHEET NO. TITLE

G-101

G-102

S-001

S-100

S-300

AD100

AD101

AD102

AD200

AD201

A-100

A-101

A-102

A-200

A-201

A-300

A-301

M-101

M-601

E-101

TITLE SHEET

DRAWING INDEX

GENERAL NOTES

ROOF FRAMING PLAN

TYPICAL BUILDING SECTION AND DETAILS

FLOOR PLAN - EXISTING / DEMOLITION

RCP & UPPER WINDOWS - EXISTING / DEMOLITION

ROOF PLAN - EXISTING / DEMOLITION

BUILDING ELEVATIONS - EXISTING / DEMOLITION

BUILDING ELEVATIONS - EXISTING / DEMOLITION

FLOOR PLAN - RENOVATION

RCP & UPPER WINDOWS - RENOVATION

ROOF PLAN - RENOVATION

BUILDING ELEVATIONS - RENOVATION

BUILDING ELEVATIONS - RENOVATION

BUILDING SECTION & DETAILS - RENOVATION

ENLARGED SECTION DETAILS - RENOVATION

MECHANICAL - RENOVATION

MECHANICAL SCHEDULES & DETAILS

POWER PLAN

DRAWING INDEX

G-102 2 20

· THE GOVERNMENT SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING EQUIPMENT AND CEILINGS, SHOWN TO REMAIN, DURING CONSTRUCTION. CONTRACTORS SHALL EVALUATE THE STRUCTURAL INTEGRITY OF THIS PROTECTION PRIOR TO BID AND DETERMINE THAT IT IS SUFFICIENT FOR THE CONTRACTOR'S MEANS AND METHODS DURING PROJECT DEMOLITION AND CONSTRUCTION. SUFFICIENT PROTECTION IS DEFINED AS THE ABILITY TO WITHSTAND FALLING DEBRIS DURING DEMOLITION, AS WELL AS HOLD DEBRIS AND PEOPLE DURING DEMOLITION. THE CONTRACTOR SHALL CLEAN DEBRIS

OFF OF PROTECTION LAYERS CONTINUOUSLY, AND NOT ALLOW DEBRIS TO PILE UP ON IT.

· THE CONTRACTOR SHALL ENSURE THAT THE BUILDING INTERIOR IS NOT EXPOSED TO RAIN AND REMAINS WEATHERTIGHT DURING CONSTRUCTION. AT NO POINT SHALL THE CONTRACTOR REMOVE MORE ROOFING THAN HE CAN FULLY DRY-IN

DURING A SINGLE (ONE) WORKING DAY.

· THE CONTRACTOR SHALL NOT REMOVE ANY PART OF THE EXISTING ROOF OR COMPROMISE THE WEATHER-PROOFING OF THE BUILDING UNTIL ALL NECESSARY MATERIALS (NEW STRUCTURAL, ROOFING MATERIALS, ETC.) ARE ON-SITE, STORED AND

READY FOR INSTALLATION.

· THE CONTRACTOR SHALL REMOVE ALL LIGHT FIXTURES THAT ARE EXPOSED TO THE WORK ENVIRONMENT AND TURN THEM OVER TO THE GOVERNMENT TO STORE DURING THE PROJECT. THE GOVERNMENT SHALL RETURN THE LIGHT FIXTURES TO

THE CONTRACTOR FOR REINSTALLATION AFTER THE BUILDING IS DRIED-IN.

GENERAL BUILDING NOTES

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

D a = 3' 7"

1 2

2'

2'

2'

3'

3'

2a

2a

4a

2a a

5 5 aa

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

SYMBOLS:

VIEW TITLES:

WALL SECTION MARKBUILDING SECTION MARK

FLOOR PLANS, ELEVATIONS, SECTIONS AND DETAIL VIEWS TITLE

STRUCTURAL LEGEND

STRUCTURAL GENERAL NOTES

SCALE:

ELEVATIONS,DETAILS, & CALLOUTS

1/8"=1'-0"

S-000

S-100

S-100

S-100

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)

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.

DESIGN CRITERIA

CODES AND STANDARDS

A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,

AMERICAN CONCRETE INSTITUTE (ACI), ACI 318-19.

B. MINIMUM DESIGN LOADS FOR BUILDING AND OTHER

STRUCTURES, ASCE 7-22.

C. INTERNATIONAL BUILDING CODE (IBC), 2021

D. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (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, 2018

ROOF LIVE LOAD (REDUCIBLE)

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

OCCUPANCY CATEGORY

SS

S1

SITE CLASS

SDS

SD1

SEISMIC DESIGN CATEGORY

SEISMIC RESISTING SYSTEM

DESIGN BASE SHEAR

CS

R

DESIGN METHOD

20 PSF

108 MPH

83 MPH

II

1.0

C

SEE TABLE 1

THIS SHEET

1.0 U

18 % 3.6%

D 15 %

5.1 %

A

STEEL FRAMES NOT SPECIFICALLY

DETAILED FOR SEISMIC RESISTANCE

0.05W

0.05

EQUIVALENT LATERAL FORCE

STRUCTURAL STEEL SHAPES, PLATES AND MISCELLANEOUS SHAPES:

BOLTS:

BOLTS

ANCHOR RODS:

ANCHOR RODS ASTM F1554. GRADE 36

ASTM A325 BEARING TYPE N

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

2.0 GENERAL:

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

SIMILAR CONDITIONS.

3.0 DELEGATED DESIGN NOTES:

3.1 THE LIGHT GAUGE ROOF TRUSS SYSTEM AND ITS RELATED COMPONENTS, INCLUDING ANCHORING, ARE

DELEGATED DESIGN ENGINEERED SYSTEMS.

3.2 ALL TRUSS COMPONENTS SHALL BE COMPOSED OF COLD FORMED STEEL MEMBERS.

3.3 LIGHT GAUGE ROOF TRUSSES SHALL BE DESIGNED TO THE DESIGN LOADS SHOWN IN SECTION 1 OF

THE STRUCTURAL GENERAL NOTES.

3.4 THE DELEGATED TRUSS DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL PRIMARY AND

SECONDARY MEMBERS AND ALL CONNECTIONS.

3.5 THE DELEGATED TRUSS DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS TO

THE EXISTING STRUCTURE.

3.6 THE DELEGATED TRUSS DESIGNER SHALL DESIGN THE TRUSS SYSTEM TO SUPPORT THE FUTURE INSTALLATION OF SOLAR PANELS ON THE ROOF. SEE SECTION 1 OF STRUCTURAL GENERAL NOTES FOR

LOADING.

3.7 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS THAT ARE SEALED BY A LICENSED TEXAS

ENGINEER, EMPLOYED BY THE CONTRACTOR/MANUFACTURER, INDICATING THAT THE SUPPLIED

COMPONENTS ARE IN COMPLIANCE WITH THE CONTRACT DOCUMENTS AND THE SPECIFIED CRITERIA.

PROVIDE A COMPLETE DESIGN ANALYSIS SHOWING ALL CALCULATIONS FOR THE SYSTEM (LIGHT GAUGE ROOF TRUSS SYSTEM). ALL SUBMITTALS SHALL BE APPROVED BY THE CONTRACTING OFFICER

PRIOR TO ANY FABRICATION OF RELATED FIELD CONSTRUCTION.

3.8 DETAILS SHOWN ON THESE CONSTRUCTION DRAWINGS ARE THE DESIGNER OF RECORD'S ESTIMATE OF REQUIREMENTS BASED ON ANTICIPATED SYSTEMS AND CONFIGURATION. ITEMS SPECIFIED IN THESE CONTRACT DOCUMENTS, SUCH AS THICKNESS AND GAUGES, MUST BE INCORPORATED AS THE MINIMUM

ALLOWED.

4.0 STEEL DECK NOTES:

4.1 STEEL DECKS SHALL BE AS INDICATED WITH OVERLAPPING OR INTERLOCKING EDGES IN ACCORDANCE

WITH THE AISC SPECIFICATIONS OF THE STEEL DECK INSTITUTE. MINIMUM PROPERTIES OF DECK TO BE

AS PROVIDED BELOW. DECK IS TO BE SECURELY ATTACHED AS SPECIFIED.

ROOF DECK

RIB HEIGHT 1 1/2"

PITCH 2 / 12

GAUGE 22

+S 0.169 IN3/FT

-S 0.179 IN3/FT

4.2 ATTACH ROOF DECK WITH 36/7 PATTERN W/ 2 STITCH CONNECTORS PER PANEL.

4.3 NET DECK UPLIFT SHALL BE THE PRESSURE SHOWN IN THE COMPONENTS AND CLADDING DIAGRAM

SHOWN ON THIS PAGE, MINUS 6 PSF.

SURFACE PRESSURE (psf)

AREA WIND ZONE 10 sf 20 sf 50 sf 100 sf

ROOF NEGATIVE ZONE 1 -28.0 -28.0 -28.0 -28.0

ROOF NEGATIVE ZONE 2 -32.4 -31.8 -30.9 -30.2

ROOF NEGATIVE ZONE 2' -39.0 -38.3 -37.5 -36.8

ROOF NEGATIVE ZONE 3 -43.4 -39.4 -34.2 -30.2

ROOF NEGATIVE ZONE 3' -60.9 -54.3 -45.6 -39.0

ROOF POSITIVE ALL ZONES 16.0 16.0 16.0 16.0

SURFACE PRESSURE (psf)

AREA WIND ZONE 10 sf 100 sf 200 sf 500 sf

WALLS NEGATIVE ZONE 4 -25.6 -22.2 -21.1 -19.7

WALLS NEGATIVE ZONE 5 -31.6 -24.6 -22.5 -19.7

WALLS POSITIVE ZONE 4 & 5 23.7 20.2 19.1 17.7

NOTE: THE DESIGN WIND PRESSURES SHOWN BELOW ARE BASED UPON THE ULTIMATE DESIGN WIND SPEED OF 108 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 83 MPH.

TABLE 1

DESIGN WIND PRESSURE COMPONENTS AND CLADDING (C & C)

PPM

REVISIONS

DESCRIPTIONDATE

U

NO.

D

REAL PROPERTY

SAFETY & HEALTH

A

SUSDA

BY

DESIGNER

PROJECT MGR

JOB #

CHECKED BY

EPM

2150 CENTRE AVENUE

BUILDING D, SUITE 300

FORT COLLINS, CO

Agricultural

Service Research

CONSERVATION & PRODUCTION RESEARCH LABORATORY

BUILDING 4 (B4) NEW METAL ROOF

2300 EXPERIMENT STATION DRIVE - BUSHLAND, TX 79012

HAO

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

CLR

AEJ

3324-A

B. DEAN

D. CORDRAY

W. ROSS 01/09/25

DATE

PROJECT NO.

A-E FIRM

SHEETAGRICULTURAL RESEARCH SERVICE

GENERAL NOTES

S-001

STANDING SEAM METAL ROOF

GYPSUM SHEATHING

1.5 PSF

2 PSF

POLY-ISO INSULATION (R-VALUE OF R-30)

METAL ROOF DECK

3.50 PSF

1.5 PSF

LIGHT GAUGE STEEL TRUSSES

SOLAR PANELS DEAD LOAD

5 PSF

5 PSF

POLY MODIFIED BITUMEN SHEET 1.5 PSF

OF3 20

lhenderson

TEXAS BUSHLAND

A

1 2 3 4 5

C

23'-3" 23'-4" 23'-4"

'-0

EXISTING 18H7 JOISTS @ APPROX. 4'-8" O.C.

LIGHT GAUGE ROOF TRUSS @ 48' O.C.

ROOF HIGH RIDGE. ROOF SHALL BE A 2 AND 12 PITCH.

REFERENCE ARCHITECTURAL DETAILS FOR TIE INTO

EXISTING BUILDING.

EXISTING W16X36

EXISTING

W16X36

EXISTING W16X36

EXISTING W16X36 EXISTING 8" SQUARE TUBE COLUMN, TYP.

EXISTING 8" SQUARE TUBE

COLUMN, TYP.

23'-3"

5 5

NOTE: EXISTING GREENHOUSE NOT SHOWN

FOR CLARITY (SEE ARCHITECTURAL

DRAWINGS)

GENERAL NOTES

1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.

2. CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION. ANY DAMAGE CAUSED BY

CONSTRUCTION OPERATIONS SHALL BE REPAIRED TO MATCH THE EXISTING CONDITIONS AT NO

COST TO THE GOVERNMENT.

3. REFERENCE ARCHITECTURAL DRAWINGS FOR CONNECTION OF BUILDING ROOF TO EXISTING

GREENHOUSE ON SOUTH SIDE.

4. CONTRACTOR TO COORDINATE NEW DUCTWORK INSTALLATION WITH TRUSS MANUFACTURER

PRIOR TO FABRICATION.

KEYED NOTES

1. LIGHT GAUGE STEEL TRUSS PER MANUFACTURER'S ENGINEER.

2. ADJUST SPACING OF LIGHT GAUGE STEEL TRUSS AS REQUIRED TO AVOID EXISTING JOISTS.

3. PROVIDE LATERAL BRACING AS REQUIRED BY METAL TRUSS DESIGNER.

4. CONTRACTOR WILL CLEAN AND PROVIDE PROTECTIVE COATING ON THE EXTERIOR OF THE

EXISTING 8" STEEL COLUMNS (APPROXIMATELY 245 SF) AND 16X36 BEAM (APPROXIMATELY 520 SF). PROTECTIVE COATING SHALL MATCH EXISTING FINISHES. CONTRACTOR SHALL COORDINATE

ALL WORK WITH CONTRACTING OFFICER.

5. PROVIDE ROOF DECK (1-1/2" GAUGE 22).

LEGEND

SCALE:

ROOF FRAMING PLAN

1/4" = 1'-0"

S-100

8'0 2' 4' 12'

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

GRAPHIC SCALE

NORTH

EXISTING STEEL JOIST

LIGHT GAUGE STEEL TRUSS

LATERAL BRACING

EXISTING SQUARE TUBE COLUMN

LIGHT GAUGE STEEL TRUSS NOTES

1. THE DELEGATED TRUSS DESIGNER SHALL DESIGN THE TRUSS SYSTEM TO SUPPORT THE FUTURE

INSTALLATION OF SOLAR PANELS ON THE ROOF. SEE STRUCTURAL GENERAL NOTES SECTION 1

FOR LOADING.

S-300

NOTE:

CONTRACTOR SHALL ASSUME THAT ALL EXISTING PAINT COATINGS

CONTAIN SOME LEVEL OF LEAD AND SHALL APPLY EPA AND OSHA

REGULATIONS IN REGARDS TO WORKER PROTECTION AND DISPOSAL.

BUILDING MATERIALS WITH PAINT COATING INTACT, CAN BE DISPOSED

OF AS NORMAL CONSTRUCTION WASTE.

PPM

REVISIONS

DESCRIPTIONDATE

U

NO.

D

REAL PROPERTY

SAFETY & HEALTH

A

SUSDA

BY

DESIGNER

PROJECT MGR

JOB #

CHECKED BY

EPM

2150 CENTRE AVENUE

BUILDING D, SUITE 300

FORT COLLINS, CO

Agricultural

Service Research

CONSERVATION & PRODUCTION RESEARCH LABORATORY

BUILDING 4 (B4) NEW METAL ROOF

2300 EXPERIMENT STATION DRIVE - BUSHLAND, TX 79012

HAO

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

CLR

AEJ

3324-A

B. DEAN

D. CORDRAY

W. ROSS 01/09/25

DATE

PROJECT NO.

A-E FIRM

SHEETAGRICULTURAL RESEARCH SERVICE

ROOF FRAMING PLAN

S-100

OF4 20

EXISTING MASONRY WALL

EXISTING CONCRETE FLOOR SLAB

EXISTING STEEL JOIST

EXISTING W16X36

LIGHT GAUGE STEEL ROOF TRUSS BY TRUSS MFR

ROOF DECK

10" X 1/4" BENT PLATE CONT.

PROVIDE CONNECTION BETWEEN TRUSS AND

EXISTING W16X36 AS REQ'D BY TRUSS MFR

(900LB. CAPACITY UPLIFT MINIMUM)

FIN. FLOOR

EL: 0'-0"

1'-0"

T.O. MASONRY

EL: 13'-4"

TRUSS BEARING

EL: ±14'-8"

EAVE HEIGHT

EL: ±16'-2"

TOP OF STEEL

EL: ±23'-2"

STEEL FRAME SHEET GLASS WINDOW

(REFERENCE ARCHITECTRUAL DRAWINGS FOR FASCIA REQUIREMENTS)

10" X 1/4" BENT

PLATE CONT.

LIGHT GAUGE STEEL ROOF

TRUSS AS REQ'D BY MFR

ROOF DECK

3/16 3 3/16 3

TIG

GENERAL NOTES

1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING

CONSTRUCTION.

2. CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION. ANY DAMAGE CAUSED BY

CONSTRUCTION OPERATIONS SHALL BE REPAIRED TO MATCH THE EXISTING CONDITIONS AT NO

COST TO THE GOVERNMENT.

3. CONTRACTOR SHALL PROVIDE LATERIAL BRACING FOR SAFE DEMOLISHING OF ROOF

STRUCTURE. TYPICAL DETAIL SHOWN ON 3/S-300. REFERENCE ARCHITECTURAL DRAWINGS AD100

& AD101 FOR EXISTING WALL LAYOUT.

4. CONTRACTOR TO COORDINATE NEW DUCTWORK INSTALLATION WITH TRUSS MANUFACTURER

PRIOR TO FABRICATION.

SCALE:

TYPICAL BUILDING SECTION

1/4" = 1'-0"

S-300

8'0 2' 4' 12'

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

GRAPHIC SCALE

LIGHT GAUGE STEEL TRUSS NOTES

1. THE DELEGATED TRUSS DESIGNER SHALL DESIGN THE TRUSS SYSTEM TO SUPPORT THE FUTURE

INSTALLATION OF SOLAR PANELS ON THE ROOF. SEE STRUCTURAL GENERAL NOTES SECTION 1

FOR LOADING.

SCALE:

DECK CLOSURE

3" = 1'-0"

S-300

SCALE: 3"=1'-0"

3"0 6" 1'

S-300

PPM

REVISIONS

DESCRIPTIONDATE

U

NO.

D

REAL PROPERTY

SAFETY & HEALTH

A

SUSDA

BY

DESIGNER

PROJECT MGR

JOB #

CHECKED BY

EPM

2150 CENTRE AVENUE

BUILDING D, SUITE 300

FORT COLLINS, CO

Agricultural

Service Research

CONSERVATION & PRODUCTION RESEARCH LABORATORY

BUILDING 4 (B4) NEW METAL ROOF

2300 EXPERIMENT STATION DRIVE - BUSHLAND, TX 79012

HAO

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

CLR

AEJ

3324-A

B. DEAN

D. CORDRAY

W. ROSS 01/09/25

DATE

PROJECT NO.

A-E FIRM

SHEETAGRICULTURAL RESEARCH SERVICE

TYPICAL BUILDING SECTION AND DETAILS

S-300

SCALE:

LATERAL CMU SUPPORT (NON-LOADING BEARING WALL)

NTS

S-300

3X3X1/8 ANGLE PLACED

SNUG AGAINST WALL BOTH

SIDES.

EXISTING CMU WALL

EXISTING ROOF STRUCTURE

1"

NOTE: REFERENCE ARCHITECTURAL

DRAWINGS FOR EXISTING CMU WALLS

OF5 20

5.14.543.83.532.4

G

F

E

D

C

B1

A

B2

G

F

E

D

C

A

3 4 521

PPM

REVISIONS

DESCRIPTIONDATE

U

NO.

D

REAL PROPERTY

SAFETY & HEALTH

A

SUSDA

BY

OF

DESIGNER

PROJECT MGR

JOB #

CHECKED BY

EPM

2150 CENTRE AVENUE

BUILDING D, SUITE 300

FORT COLLINS, CO

Agricultural

Service Research

CONSERVATION & PRODUCTION RESEARCH LABORATORY

BUILDING 4 (B4) NEW METAL ROOF

2300 EXPERIMENT STATION DRIVE - BUSHLAND, TX 79012

RCB

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

CLR

CLR

3324-A

B. DEAN

D. CORDRAY

W. ROSS 1/9/25

DATE

PROJECT NO.

A-E FIRM

SHEETAGRICULTURAL RESEARCH SERVICE

JE

RR

Y G. MARTIN

1 3573

GREENHOUSE

BUILDING 4 - FLOOR PLAN - EXISTING / DEMOLITION

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

+/-23'-3" +/-23'-4" +/-23'-4" +/-23'-3"

-1

7'- 7"

ORIGINAL BLDG 4 OVERALL LENGTH = +/-94'-0"

OR

IG

IN

AL

B

LD

G 4 O

VE

RA

LL

W

ID

TH

/-3 6'-

0"

5"5"

5" 5"

-1

7'- 7"

EXISTING GREENHOUSE ADDITION (NO WORK) = +/-23'-11"

+/-8'-11"

PLAN

NORTH

AD100

GREENHOUSE

EXISTING GREENHOUSE

(NO WORK)

OFFICE

MECHANICAL ROOM

SAMPLE STORAGE

PROCESSINGPROCESSING

WORK ROOMDRYING ROOM

+/-4'-0"

-7

'-0

EX

IS

TI

NG

G

RE

EN

HO

US

E

AD

DI

TI

ON

/-2 5'-

0"

+/-8'-11" EXISTING GREENHOUSE ADDITION = +/-61'-6"

9" +/-13'-4" +/-11'-8" +/-5'-10" +/-5'-10" +/-11'-8" +/-11'-8" 9"

AD200

AD201

AD200

AD201

-1

6'-

1 2"

OR

IG

IN

AL

B

LD

G 4 O

VE

RA

LL

W

ID

TH

/-3 6'-

0" 5"

-1

8'- 21 2"

5" 3"

EX

IS

TI

NG

G

RE

EN

HO

US

E

AD

DI

TI

ON

/-2 5'-

0"

-8

'-3

-8

'-0

-7

'-9

9"

-8

'-0

-7

'-9

9"

3"

-8 '-3

CORRIDOR

TOILET

104103

101102

+/-23'-3" 4"4"

FLOOR PLAN - EXISTING / DEMOLITION

AD100

6 20

+/-11'-11" +/-10'-8"+/-17'-6"+/-13'-10"+/-13'-10"+/-22'-7"

-2

9'- 1"

-5

'-3

5'- 4"

+/-6'-9"+/-8'-0"

-4

'-0

9"

-1

5'- 7"

-1

1'-

-5 '-1

1"

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

+/-22'-7"

-2

8'- 5"

-1

0'- 0"

-3

1'- 9"

-2

'-7

+/-11'-10" +/-4'-6" +/-11'-10"

-1

7'-

-5 '-1

1"

+/-3'-8" +/-14'-4" +/-3'-4" +/-10"

+/-9'-3"

+/-1'-0"

+/-4'-0"

-1

2'-

+/-28'-103 4"+/-30'-8"

-9

'-6

-9

'-6

-2

4'- 6"

6"

-1

2'- 6"

-1

2'- 6"

GRAPHIC SCALE

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

0 2' 4' 8' 12'

+/-10'-5"+/-6'-4"+/-11'-5"

+/-28'-2"

-5

'-4

9"

+/-10"

-2

7'-

+/-10'-9"+/-3'-4"+/-8'-6" +/-1'-9" +/-7'-1"

GENERAL SHEET NOTES

LEGEND

EXISTING MASONRY CMU WALLS TO REMAIN

EXISTING WOOD STUD WALLS TO REMAIN

1. ALL DIMENSIONS REFERENCING EXISTING STRUCTURE ARE

+/- THE GIVEN MEASUREMENT, WHETHER INDICATED OR NOT.

CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS.

2. ALL DIMENSIONS ARE TO THE FACE OF FINISH OR FACE OF

BLOCK UNLESS NOTED OTHERWISE.

3. IN MASONRY WALL CONSTRUCTION DIMENSIONS ARE TO

ROUGH OPENINGS.

4. IN STUD WALL CONSTRUCTION DIMENSIONS ARE TO

CENTERLINE OF OPENINGS.

5. CONTRACTOR SHALL CONSULT CONTRACTING OFFICER

IMMEDIATELY IF DISCREPANCIES ARE FOUND BETWEEN

DRAWINGS AND SITE CONDITIONS.

6. ALL ANGLES ARE 90° OR 45° UNLESS NOTED OTHERWISE.

7. REFER TO ENGINEERING DRAWINGS FOR ANY ADDITIONAL

DEMOLITION NOT SHOWN.

KEYED NOTES#

REMOVE EXISTING GUTTER, DOWNSPOUTS AND SPLASH

BLOCKS WHERE OCCURS, (TYP).

EXISTING CORRUGATED FIBERGLASS WALL PANELS AT

"EXISTING GREENHOUSE ADDITION" (GH) TO REMAIN.

EXISTING STEEL-FRAMED WINDOWS TO REMAIN.

EXISTING EXTERIOR BLOCK WALL WITH BRICK TO REMAIN.

EXISTING INTERIOR CMU BLOCK WALL TO REMAIN.

EXISTING INTERIOR STUD WALL TO REMAIN.

EXISTING MAN DOOR TO REMAIN.

EXISTING EXPOSED STEEL COLUMNS TO REMAIN.

EXISTING INTERIOR EQUIPMENT AND MILLWORK SHALL

REMAIN IN-PLACE AND BE FULLY PROTECTED DURING

CONSTRUCTION.

EXISTING RESTROOM FIXTURES, ACCESSORIES AND

TOILET PARTITIONS SHALL REMAIN IN-PLACE AND BE

FULLY PROTECTED DURING CONSTRUCTION.

REMOVE EXISTING WALL-MOUNTED LADDER AND PATCH

HOLES IN EXISTING CMU WALL FROM LADDER REMOVAL.

"EXISTING GREENHOUSE ADDITION" WINDOWS TO REMAIN.

EXISTING EXTERIOR FACE BRICK

ON 4" CMU WALLS TO REMAIN

8 8 8

7 7

4 4 4 4

1212121212

-6

'-0

AutoCAD SHX Text H

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AutoCAD SHX Text E

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AutoCAD SHX Text O

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AutoCAD SHX Text S

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AutoCAD SHX Text E

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AutoCAD SHX Text I

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AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text E

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AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

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F

E

D

C

B1

A

B2

G

F

E

D

C

A

3 4 521

PPM

REVISIONS

DESCRIPTIONDATE

U

NO.

D

REAL PROPERTY

SAFETY & HEALTH

A

SUSDA

BY

OF

DESIGNER

PROJECT MGR

JOB #

CHECKED BY

EPM

2150 CENTRE AVENUE

BUILDING D, SUITE 300

FORT COLLINS, CO

Agricultural

Service Research

CONSERVATION & PRODUCTION RESEARCH LABORATORY

BUILDING 4 (B4) NEW METAL ROOF

2300 EXPERIMENT STATION DRIVE - BUSHLAND, TX 79012

RCB

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

CLR

CLR

3324-A

B. DEAN

D. CORDRAY

W. ROSS 1/9/25

DATE

PROJECT NO.

A-E FIRM

SHEETAGRICULTURAL RESEARCH SERVICE

JE

RR

Y G. MARTIN

1 3573

BUILDING 4 - RCP & UPPER WINDOWS - EXISTING / DEMOLITION

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

PLAN

NORTH

AD101

RCP & UPPER WINDOWS -

EXISTING / DEMOLITION

AD101

7 20

GENERAL SHEET NOTES

GRAPHIC SCALE

LEGEND

EXISTING MASONRY CMU WALLS TO REMAIN

INDICATES ITEMS TO BE REMOVED (WHERE

OCCURS); NO DEMOLITION WORK REQ'D BELOW

EXISTING ROOF DECK AT ORIGINAL EXISTING

BUILDING 4 OR ATTACHED GREENHOUSE(S)

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

0 2' 4' 8' 12'

EXISTING WOOD STUD WALLS TO REMAIN

1. ALL DIMENSIONS REFERENCING EXISTING STRUCTURE ARE

+/- THE GIVEN MEASUREMENT, WHETHER INDICATED OR NOT.

CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS.

2. ALL DIMENSIONS ARE TO THE FACE OF FINISH OR FACE OF

BLOCK UNLESS NOTED OTHERWISE.

3. IN MASONRY WALL CONSTRUCTION DIMENSIONS ARE TO

ROUGH OPENINGS.

4. IN STUD WALL CONSTRUCTION DIMENSIONS ARE TO

CENTERLINE OF OPENINGS.

5. CONTRACTOR SHALL CONSULT CONTRACTING OFFICER

IMMEDIATELY IF DISCREPANCIES ARE FOUND BETWEEN

DRAWINGS AND SITE CONDITIONS.

6. ALL ANGLES ARE 90° OR 45° UNLESS NOTED OTHERWISE.

7. REFER TO ENGINEERING DRAWINGS FOR ANY ADDITIONAL

DEMOLITION NOT SHOWN.

KEYED NOTES#

REMOVE EXISTING BUILT-UP AND MODIFIED BITUMEN

ROOFING SYSTEM ABOVE IN ITS ENTIRETY DOWN TO

EXISTING BAR JOISTS AT ORIGINAL BLDG 4 ROOF (TYP);

BAR JOISTS SHALL REMAIN; ROOF DEMOLITION AT

ORIGINAL BLDG 4 ROOF INCLUDES REMOVAL OF EXISTING

ROOFING SYSTEM, FOAM BOARD INSULATION AND 2"

POURED GYPSUM ROOF DECK.

REMOVE EXISTING GUTTER, DOWNSPOUTS AND SPLASH

BLOCKS WHERE OCCURS, (TYP).

EXISTING CORRUGATED FIBERGLASS WALL AND ROOF

PANELS AT "EXISTING GREENHOUSE ADDITION" (GH) TO

REMAIN.

EXISTING STEEL-FRAMED WINDOWS TO REMAIN.

EXISTING EXTERIOR BLOCK WALL WITH BRICK TO REMAIN.

EXISTING INTERIOR CMU BLOCK WALL TO REMAIN.

EXISTING INTERIOR STUD WALL TO REMAIN.

EXISTING MAN DOOR (BELOW) TO REMAIN.

EXISTING EXPOSED STEEL COLUMNS TO REMAIN.

EXISTING LAT CEILING AND LIGHT FIXTURES TO REMAIN

IN-PLACE IN THIS ROOM.

REMOVE EXISTING WALL-MOUNTED LADDER AND PATCH

HOLES IN EXISTING CMU WALL FROM LADDER REMOVAL.

REMOVE EXISTING LIGHT FIXTURES AND TURN OVER TO

OWNER FOR STORAGE DURING CONSTRUCTION (TYP).

THESE LIGHT FIXTURES SHALL BE REINSTALLED UPON

COMPLETION OF NEW ROOF STRUCTURE AND ASSEMBLY.

EXISTING GREENHOUSE

(NO WORK)

OFFICE

MECHANICAL ROOM

SAMPLE STORAGE

PROCESSINGPROCESSING

WORK ROOMDRYING ROOM

AD200

AD201

AD200

AD201

TOILET

104103

101102

+/-23'-3" +/-23'-4" +/-23'-4" +/-23'-3"

-1

7'- 7"

ORIGINAL BLDG 4 OVERALL LENGTH = +/-94'-0"

OR

IG

IN

AL

B

LD

G 4 O

VE

RA

LL

W

ID

TH

/-3 6'-

0"

5"5"

5" 5"

-1

7'- 7"

EXISTING GREENHOUSE ADDITION (NO WORK) = +/-23'-11"

EX

IS

TI

NG

G

RE

EN

HO

US

E

AD

DI

TI

ON

/-2 5'-

21 2"

+/-9'-3"

EXISTING GREENHOUSE ADDITION = +/-60'-10"

5" +/-13'-4" +/-11'-8" +/-5'-10" +/-5'-10" +/-11'-8" +/-11'-8" 5"

-1

6'-

1 2"

OR

IG

IN

AL

B

LD

G 4 O

VE

RA

LL

W

ID

TH

/-3 6'-

0" 5"

-1

8'- 21 2"

5" 3"

EX

IS

TI

NG

G

RE

EN

HO

US

E

AD

DI

TI

ON

/-2 5'-

21 2"

-8

'-3

-8

'-0

-7

'-9

-8

'-0

-7

'-9

1 2"

3"

-8 '-3

+/-23'-3" 4"4"

MASONRY OPENING AT UPPER WINDOW = +/-22'-7"MASONRY OPENING AT UPPER WINDOW = +/-22'-8"MASONRY OPENING AT UPPER WINDOW = +/-22'-8"MASONRY OPENING AT UPPER WINDOW = +/-22'-7"

MA

SO

NR

Y

OP

EN

IN

G

AT

U

PP

ER

W

IN

DO

W

/-3 4'-

6"

1 2"

EXPOSED MASONRY = 9'-51

2"

EXISTING GREENHOUSE ADDITION

(GH) (NO ROOF WORK)

EXPOSED MASONRY W/O UPPER WINDOWS = 22'-7"

EX

PO

SE

D

MA

S

W /O

W

IN

DO

W

S

-1

6'- 31 4"

EX

PO

SE

D

MA

S

W /O

U

PP

ER

W

IN

DO

W S

-1 7'-

61 2" 8"

8"8"8"

1 1

EXISTING EXTERIOR FACE BRICK

ON 4" CMU WALLS TO REMAIN

4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4

77 7

9 9 9

12 12

CORRIDOR

8 4 4 4 4 4 4 4 4 4 4 4

4 4

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

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AutoCAD SHX Text R

AutoCAD SHX Text E

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AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

F

E

D

C

B1

A

B2

G

F

E

D

C

A

3 4 521

1"

PPM

REVISIONS

DESCRIPTIONDATE

U

NO.

D

REAL PROPERTY

SAFETY & HEALTH

A

SUSDA

BY

OF

DESIGNER

PROJECT MGR

JOB #

CHECKED BY

EPM

2150 CENTRE AVENUE

BUILDING D, SUITE 300

FORT COLLINS, CO

Agricultural

Service Research

CONSERVATION & PRODUCTION RESEARCH LABORATORY

BUILDING 4 (B4) NEW METAL ROOF

2300 EXPERIMENT STATION DRIVE - BUSHLAND, TX 79012

RCB

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

CLR

CLR

3324-A

B. DEAN

D. CORDRAY

W. ROSS 1/9/25

DATE

PROJECT NO.

A-E FIRM

SHEETAGRICULTURAL RESEARCH SERVICE

JE

RR

Y G. MARTIN

1 3573

BUILDING 4 - ROOF PLAN - EXISTING / DEMOLITION

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

PLAN

NORTH

AD102

ROOF PLAN - EXISTING / DEMOLITION

AD102

8 20

GENERAL SHEET NOTES

GRAPHIC SCALE

LEGEND

INDICATES ITEMS TO BE REMOVED; NO

DEMOLITION WORK REQ'D AT EXTERIOR

ENVELOPE OF EXISTING ADDED GREENHOUSE(S)

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

0 2' 4' 8' 12'

1. GENERAL DEMOLITION NOTE: REMOVE ALL EXISTING

ROOFING SYSTEM WITHIN THE WORK AREAS DOWN TO THE

EXISTING BAR JOIST AND PREP FOR INSTALLATION OF ROOF

TRUSSES AND ROOFING ASSEMBLY. REMOVE ALL EXISTING

FLASHING WHERE INDICATED IN THE DRAWINGS. REMOVE

ALL MISCELLANEOUS BUILDING MATERIALS FROM ROOF

WORK AREAS THAT ARE NO LONGER IN USE.

2. GENERAL DEMOLITION NOTE: CONTRACTOR TO PROVIDE

TEMPORARY ROOF COVERING AND PROTECTION FROM

WEATHER AND CONSTRUCTION ACTIVITIES OF INTERIOR

SPACES OF THE FACILITY, INCLUDING ELECTRICAL PANELS,

AFTER REMOVAL OF EXISTING ROOF SYSTEM.

3. THE ROOF OF THE BUILDING SHALL REMAIN WATERTIGHT

DURING CONSTRUCTION.

4. ALL DIMENSIONS REFERENCING EXISTING STRUCTURE ARE

+/- THE GIVEN MEASUREMENT, WHETHER INDICATED OR NOT.

CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS.

5. ALL DIMENSIONS ARE TO THE FACE OF FINISH OR FACE OF

BLOCK UNLESS NOTED OTHERWISE.

6. IN MASONRY WALL CONSTRUCTION DIMENSIONS ARE TO

ROUGH OPENINGS.

7. IN STUD WALL CONSTRUCTION DIMENSIONS ARE TO

CENTERLINE OF OPENINGS.

8. CONTRACTOR SHALL CONSULT CONTRACTING OFFICER

IMMEDIATELY IF DISCREPANCIES ARE FOUND BETWEEN

DRAWINGS AND SITE CONDITIONS.

9. ALL ANGLES ARE 90° OR 45° UNLESS NOTED OTHERWISE.

10. REFER TO ENGINEERING DRAWINGS FOR ANY ADDITIONAL

DEMOLITION NOT SHOWN.

KEYED NOTES#

REMOVE EXISTING BUILT-UP AND MODIFIED BITUMEN

ROOFING SYSTEM IN ITS ENTIRETY DOWN TO TOP SIDE OF

EXISTING BAR JOISTS AT ORIGINAL BLDG 4 ROOF (TYP);

BAR JOISTS AND ALL ASSOCIATED STRUCTURAL STEEL

MEMBERS SHALL REMAIN IN-PLACE; ROOF DEMOLITION AT

ORIGINAL BLDG 4 ROOF INCLUDES REMOVAL OF EXISTING

ROOFING SYSTEM, FOAM BOARD INSULATION AND 2"

POURED GYPSUM ROOF DECK; EXISTING GREENHOUSE

ADDITION SHALL REMAIN.

REMOVE EXISTING EXHAUST FAN.

REMOVE EXHAUST FAN AND PROVIDE TO OWNER.

REMOVE EXISTING ROOF HATCH.

REMOVE EXISTING VTR / FLUE.

MAINTAIN VENT STACK OR VTR AND EXTEND THROUGH

NEW METAL ROOF SYSTEM.

REMOVE EXISTING GUTTER, DOWNSPOUTS AND SPLASH

BLOCKS WHERE OCCURS, (TYP).

EXISTING ROOFTOP EQUIPMENT SHALL BE REMOVED BY

GOVERNMENT PRIOR TO PROJECT CONSTRUCTION.

FIBERGLASS ROOF AND LOWER EAVE / SIDE RAKE TRIM AT

EXISTING GREENHOUSE ADDITION SHALL REMAIN (TYP).

CONTRACTOR SHALL REPLACE ANY DAMAGED BUILDING

MATERIAL SHOWN TO REMAIN IN-PLACE.

UPPER EAVE OUTSIDE CORNER METAL AT "EXISTING

GREENHOUSE ADDITION" ROOF SHALL BE REMOVED

ALONG WITH EXTERIOR FIBERGLASS WALL SIDING AT

NORTH SIDE OF "EXISTING GREENHOUSE ADDITION" AT

ROOF LEVEL; COVER EXPOSED AREA FOR MOISTURE

PROTECTION AND PREP FOR NEW CORRUGATED METAL

SIDING AND TRIM.

AD200

AD201

AD200

AD201

EX

IS

TI

NG

SL

OP

E

EX

IS

TI

NG

1/8 :12

S

LO

PE

EX

IS

TI

NG

1/8 :12

S

LO

PE

EX

IS

TI

NG

1/8 :12

S

LO

PE

EX

IS

TI

NG

1/8 :12

S

LO

PE

EXISTING GREENHOUSE

(NO ROOF WORK)

"EXISTING GREENHOUSE ADDITION"

(GH) (NO ROOF WORK)

AD200

+/-23'-3" +/-23'-4" +/-23'-4" +/-23'-3"

-1

7'- 7"

ORIGINAL BLDG 4 OVERALL LENGTH = +/-94'-4"

OR

IG

IN

AL

B

LD

G 4 O

VE

RA

LL

R

OO

F

W

ID

TH

/-3

6'- 4"

7"7"

7" 7"

-1

7'- 7"

EXISTING GREENHOUSE ADDITION (NO WORK) = +/-23'-11"

-2

5'- 01 2"

+/-9'-2"

EXISTING GREENHOUSE ADDITION ROOF = +/-60'-11"

6" +/-13'-4" +/-11'-8" +/-5'-10" +/-5'-10" +/-11'-8" +/-11'-8" 5"

-1

6'-

1 2"

OR

IG

IN

AL

B

LD

G 4 O

VE

RA

LL

W

ID

TH

/-3 5'-

8" 7"

-1

8'- 21 2"

1" 8"

EX

IS

TI

NG

G

RE

EN

HO

US

E

AD

DI

TI

ON

R

OO

F

-2

5'- 81 2"+/

-8 '-3

-8

'-0

-7

'-9

-8

'-0

-7

'-9

1 2"

-8

'-3

+/-23'-3" 4"4"11 1 2"

101010

9 9

1 111

1 111

THE CONTRACTOR SHALL PROTECT THE INTERIOR SPACE AND

TOP OF THE EXISTING INTERIOR AND EXTERIOR WALLS TO

PREVENT ANY MOISTURE FROM GETTING INSIDE THE BUILDING

DURING CONSTRUCTION (TYPICAL). BUILDING SHALL BE

WEATHERTIGHT AT ALL TIMES DURING CONSTRUCTION.

MOISTURE PROTECTION NOTE

EX

IS

TI

NG

SL

OP

E

EX

IS

TI

NG

SL

OP

E

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text T

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T.O. MASONRY

EL = 13'-4"

FINISH FLOOR

EL = 0'-0"

5 5.14.543.83.532.421

T.O. MASONRY

EL = 13'-4"

FINISH FLOOR

EL = 0'-0"

AB1CDEFG

BUILDING 4 - EAST ELEVATION - EXISTING / DEMOLITION

SCALE: 1/4"=1'-0"AD200

PPM

REVISIONS

DESCRIPTIONDATE

U

NO.

D

REAL PROPERTY

SAFETY & HEALTH

A

SUSDA

BY

OF

DESIGNER

PROJECT MGR

JOB #

CHECKED BY

EPM

2150 CENTRE AVENUE

BUILDING D, SUITE 300

FORT COLLINS, CO

Agricultural

Service Research

CONSERVATION & PRODUCTION RESEARCH LABORATORY

BUILDING 4 (B4) NEW METAL ROOF

2300 EXPERIMENT STATION DRIVE - BUSHLAND, TX 79012

RCB

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

CLR

CLR

3324-A

B. DEAN

D. CORDRAY

W. ROSS 1/9/25

DATE

PROJECT NO.

A-E FIRM

SHEETAGRICULTURAL RESEARCH SERVICE

JE

RR

Y G. MARTIN

1 3573

BUILDING 4 - SOUTH ELEVATION - EXISTING / DEMOLITION

SCALE: 1/4"=1'-0"AD200

GENERAL SHEET NOTES

GRAPHIC SCALE

LEGEND

INDICATES ITEMS TO BE REMOVED; NO

DEMOLITION WORK REQ'D AT EXTERIOR

ENVELOPE OF EXISTING ADDED GREENHOUSE(S)

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

0 2' 4' 8' 12'

1. GENERAL DEMOLITION NOTE: REMOVE ALL EXISTING

ROOFING SYSTEM WITHIN THE WORK AREAS DOWN TO THE

EXISTING BAR JOIST AND PREP FOR INSTALLATION OF ROOF

TRUSSES AND ROOFING ASSEMBLY. REMOVE ALL EXISTING

FLASHING WHERE INDICATED IN THE DRAWINGS. REMOVE

ALL MISCELLANEOUS BUILDING MATERIALS FROM ROOF

WORK AREAS THAT ARE NO LONGER IN USE.

2. GENERAL DEMOLITION NOTE: CONTRACTOR TO PROVIDE

TEMPORARY ROOF COVERING AND PROTECTION FROM

WEATHER AND CONSTRUCTION ACTIVITIES OF INTERIOR

SPACES OF THE FACILITY, INCLUDING ELECTRICAL PANELS,

AFTER REMOVAL OF EXISTING ROOF SYSTEM.

3. 3.THE ROOF OF THE BUILDING SHALL REMAIN WATERTIGHT

DURING CONSTRUCTION.

4. ALL DIMENSIONS REFERENCING EXISTING STRUCTURE ARE

+/- THE GIVEN MEASUREMENT, WHETHER INDICATED OR NOT.

CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS.

5. ALL DIMENSIONS ARE TO THE FACE OF FINISH OR FACE OF

BLOCK UNLESS NOTED OTHERWISE.

6. IN MASONRY WALL CONSTRUCTION DIMENSIONS ARE TO

ROUGH OPENINGS.

7. IN STUD WALL CONSTRUCTION DIMENSIONS ARE TO

CENTERLINE OF OPENINGS.

8. CONTRACTOR SHALL CONSULT CONTRACTING OFFICER

IMMEDIATELY IF DISCREPANCIES ARE FOUND BETWEEN

DRAWINGS AND SITE CONDITIONS.

9. ALL ANGLES ARE 90° OR 45° UNLESS NOTED OTHERWISE.

10. REFER TO ENGINEERING DRAWINGS FOR ANY ADDITIONAL

DEMOLITION NOT SHOWN.

ELEVATIONS - EXISTING / DEMOLITION

AD200

9 20

KEYED NOTES#

REMOVE EXISTING BUILT-UP AND MODIFIED BITUMEN

ROOFING SYSTEM IN ITS ENTIRETY DOWN TO EXISTING

BAR JOISTS AT ORIGINAL BLDG 4 ROOF (TYP); BAR JOISTS

SHALL REMAIN; ROOF DEMOLITION AT ORIGINAL BLDG 4

ROOF INCLUDES REMOVAL OF EXISTING ROOFING

SYSTEM, FOAM BOARD INSULATION AND 2" POURED

GYPSUM ROOF DECK.

VENTILATION ON ROOF SHALL BE REMOVED BY

GOVERNMENT PRIOR TO PROJECT CONSTRUCTION.

REMOVE EXISTING ROOF HATCH.

EXISTING FLUE SHALL BE RE-ROUTED BY GOVERNMENT

PRIOR TO PROJECT CONSTRUCTION.

MAINTAIN VTR AND PREP FOR EXTENSION THROUGH NEW

METAL ROOF.

REMOVE EXISTING GUTTER AND DOWNSPOUTS (TYP).

EXISTING CORRUGATED FIBERGLASS WALL AND ROOF

PANELS AT "EXISTING GREENHOUSE ADDITION" (GH) TO

REMAIN.

REMOVE CORRUGATED FIBERGLASS WALL PANELS AND

SHEATHING AT NORTH ELEVATION OF "EXISTING

GREENHOUSE ADDITION" (GH) ABOVE NEW TRUSS

BEARING HEIGHT (B4).

EXISTING WINDOWS TO REMAIN.

EXISTING EXTERIOR BLOCK WALL WITH BRICK TO REMAIN.

EXISTING MAN DOOR TO REMAIN.

EXISTING EXPOSED STEEL COLUMNS TO REMAIN.

EXISTING CONCRETE BASE AT GREENHOUSE TO REMAIN.

EXISTING VENTILATION LOUVER TO REMAIN.

REPLACE EXISTING CORNER TRIM PER DETAIL [A-300].

1 1

151515

9 9

9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9

13 13

10 10 10

131313

121212

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T.O. MASONRY

EL = 13'-4"

FINISH FLOOR

EL = 0'-0"

5 4 3 2 1

T.O. MASONRY

EL = 13'-4"

FINISH FLOOR

EL = 0'-0"

A B2 C D E F G

BUILDING 4 - WEST ELEVATION - EXISTING / DEMOLITION

SCALE: 1/4"=1'-0"AD201

PPM

REVISIONS

DESCRIPTIONDATE

U

NO.

D

REAL PROPERTY

SAFETY & HEALTH

A

SUSDA

BY

OF

DESIGNER

PROJECT MGR

JOB #

CHECKED BY

EPM

2150 CENTRE AVENUE

BUILDING D, SUITE 300

FORT COLLINS, CO

Agricultural

Service Research

CONSERVATION & PRODUCTION RESEARCH LABORATORY

BUILDING 4 (B4) NEW METAL ROOF

2300 EXPERIMENT STATION DRIVE - BUSHLAND, TX 79012

RCB

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

CLR

CLR

3324-A

B. DEAN

D. CORDRAY

W. ROSS 1/9/25

DATE

PROJECT NO.

A-E FIRM

SHEETAGRICULTURAL RESEARCH SERVICE

JE

RR

Y G. MARTIN

1 3573

ELEVATIONS - EXISTING / DEMOLITION

AD201

10 20

GENERAL SHEET NOTES

GRAPHIC SCALE

LEGEND

INDICATES ITEMS TO BE REMOVED; NO

DEMOLITION WORK REQ'D AT EXTERIOR

ENVELOPE OF EXISTING ADDED GREENHOUSE(S)

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

0 2' 4' 8' 12'

1. GENERAL DEMOLITION NOTE: REMOVE ALL EXISTING

ROOFING SYSTEM WITHIN THE WORK AREAS DOWN TO THE

EXISTING BAR JOIST AND PREP FOR INSTALLATION OF ROOF

TRUSSES AND ROOFING ASSEMBLY. REMOVE ALL EXISTING

FLASHING WHERE INDICATED IN THE DRAWINGS. REMOVE

ALL MISCELLANEOUS BUILDING MATERIALS FROM ROOF

WORK AREAS THAT ARE NO LONGER IN USE.

2. GENERAL DEMOLITION NOTE: CONTRACTOR TO PROVIDE

TEMPORARY ROOF COVERING AND PROTECTION FROM

WEATHER AND CONSTRUCTION ACTIVITIES OF INTERIOR

SPACES OF THE FACILITY, INCLUDING ELECTRICAL PANELS,

AFTER REMOVAL OF EXISTING ROOF SYSTEM.

3. 3.THE ROOF OF THE BUILDING SHALL REMAIN WATERTIGHT

DURING CONSTRUCTION.

4. ALL DIMENSIONS REFERENCING EXISTING STRUCTURE ARE

+/- THE GIVEN MEASUREMENT, WHETHER INDICATED OR NOT.

CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS.

5. ALL DIMENSIONS ARE TO THE FACE OF FINISH OR FACE OF

BLOCK UNLESS NOTED OTHERWISE.

6. IN MASONRY WALL CONSTRUCTION DIMENSIONS ARE TO

ROUGH OPENINGS.

7. IN STUD WALL CONSTRUCTION DIMENSIONS ARE TO

CENTERLINE OF OPENINGS.

8. CONTRACTOR SHALL CONSULT CONTRACTING OFFICER

IMMEDIATELY IF DISCREPANCIES ARE FOUND BETWEEN

DRAWINGS AND SITE CONDITIONS.

9. ALL ANGLES ARE 90° OR 45° UNLESS NOTED OTHERWISE.

10. REFER TO ENGINEERING DRAWINGS FOR ANY ADDITIONAL

DEMOLITION NOT SHOWN.

KEYED NOTES#

REMOVE EXISTING BUILT-UP AND MODIFIED BITUMEN

ROOFING SYSTEM IN ITS ENTIRETY DOWN TO EXISTING

BAR JOISTS AT ORIGINAL BLDG 4 ROOF (TYP); BAR JOISTS

SHALL REMAIN; ROOF DEMOLITION AT ORIGINAL BLDG 4

ROOF INCLUDES REMOVAL OF EXISTING ROOFING

SYSTEM, FOAM BOARD INSULATION AND 2" POURED

GYPSUM ROOF DECK.

VENTILATION ON ROOF SHALL BE REMOVED BY

GOVERNMENT PRIOR TO PROJECT CONSTRUCTION.

REMOVE EXISTING ROOF HATCH.

EXISTING FLUE SHALL BE RE-ROUTED BY GOVERNMENT

PRIOR TO PROJECT CONSTRUCTION.

MAINTAIN VTR AND PREP FOR EXTENSION THROUGH NEW

METAL ROOF.

REMOVE EXISTING GUTTER AND DOWNSPOUTS (TYP).

EXISTING CORRUGATED FIBERGLASS WALL AND ROOF

PANELS AT "EXISTING GREENHOUSE ADDITION" (GH) TO

REMAIN.

REMOVE CORRUGATED FIBERGLASS WALL PANELS AND

SHEATHING AT NORTH ELEVATION OF "EXISTING

GREENHOUSE ADDITION" (GH) ABOVE NEW TRUSS

BEARING HEIGHT (B4).

EXISTING STEEL-FRAMED WINDOWS TO REMAIN.

EXISTING EXTERIOR BLOCK WALL WITH BRICK TO REMAIN.

EXISTING MAN DOOR TO REMAIN.

EXISTING EXPOSED STEEL COLUMNS TO REMAIN.

EXISTING CONCRETE BASE AT GREENHOUSE TO REMAIN.

EXISTING VENTILATION LOUVER TO REMAIN.

REPLACE EXISTING CORNER TRIM PER DETAIL [A-300].

BUILDING 4 - NORTH ELEVATION - EXISTING / DEMOLITION

SCALE: 1/4"=1'-0"AD201

99999999999 999999999

99999999

151515

6 6

12 12121212

121212

101010

8 8 8

2 2

1 1

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E

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B1

A

B2

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F

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C

A

3 4 521

A-300

PPM

REVISIONS

DESCRIPTIONDATE

U

NO.

D

REAL PROPERTY

SAFETY & HEALTH

A

SUSDA

BY

OF

DESIGNER

PROJECT MGR

JOB #

CHECKED BY

EPM

2150 CENTRE AVENUE

BUILDING D, SUITE 300

FORT COLLINS, CO

Agricultural

Service Research

CONSERVATION & PRODUCTION RESEARCH LABORATORY

BUILDING 4 (B4) NEW METAL ROOF

2300 EXPERIMENT STATION DRIVE - BUSHLAND, TX 79012

RCB

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

CLR

CLR

3324-A

B. DEAN

D. CORDRAY

W. ROSS 1/9/25

DATE

PROJECT NO.

A-E FIRM

SHEETAGRICULTURAL RESEARCH SERVICE

JE

RR

Y G. MARTIN

1 3573

BUILDING 4 - FLOOR PLAN - RENOVATION

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

PLAN

NORTH

A-100

FLOOR PLAN - RENOVATION

A-100 11 20

GRAPHIC SCALE

DOOR SWING; EXISTING DOORS REMAINING

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

0 2' 4' 8' 12'

EXISTING WOOD STUD WALLS REMAINING

GREENHOUSE

GREENHOUSE

EXISTING GREENHOUSE

(NO WORK)

OFFICE

MECHANICAL ROOM

SAMPLE STORAGE

DRYING ROOM

A-200

A-201

A-200

A-201

CORRIDOR

TOILET

+/-23'-3" +/-23'-4" +/-23'-4" +/-23'-3"

-1

7'- 7"

ORIGINAL BLDG 4 OVERALL LENGTH = +/-94'-0"

OR

IG

IN

AL

B

LD

G 4 O

VE

RA

LL

W

ID

TH

/-3 6'-

0"

5"5"

5" 5"

-1

7'- 7"

EXISTING GREENHOUSE ADDITION (NO WORK) = +/-23'-11"

+/-8'-11"

+/-4'-0"

-7

'-0

EX

IS

TI

NG

G

RE

EN

HO

US

E

AD

DI

TI

ON

/-2 5'-

0"

+/-8'-11" EXISTING GREENHOUSE ADDITION = +/-61'-6"

9" +/-13'-4" +/-11'-8" +/-5'-10" +/-5'-10" +/-11'-8" +/-11'-8" 9"

-1

6'-

1 2"

OR

IG

IN

AL

B

LD

G 4 O

VE

RA

LL

W

ID

TH

/-3 6'-

0" 5"

-1

8'- 21 2"

5" 3"

EX

IS

TI

NG

G

RE

EN

HO

US

E

AD

DI

TI

ON

/-2 5'-

0"

-8

'-3

-8

'-0

-7

'-9

9"

-8

'-0

-7

'-9

9"

3"

-8 '-3

+/-23'-3" 4"4"

+/-11'-11" +/-10'-8"+/-17'-6"+/-13'-10"+/-13'-10"+/-22'-7"

-2

9'- 1"

-5

'-3

5'- 4"

+/-6'-9"+/-8'-0"

-4

'-0

9"

-1

5'- 7"

-1

1'-

-5 '-1

1"

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

+/-22'-7"

-2

8'- 5"

-1

0'- 0"

-3

1'- 9"

-2

'-7

+/-11'-10" +/-4'-6" +/-11'-10"

-1

7'-

-5 '-1

1"

+/-3'-8" +/-14'-4" +/-3'-4" +/-10"

+/-1'-0"

+/-4'-0"

-1

2'-

+/-28'-103 4"+/-30'-8"

-1

2'- 6"

-1

2'- 6"

-2

4'- 6"

6"

-1

2'- 6"

-1

2'- 6"

+/-10'-5"+/-6'-4"+/-11'-5"

+/-28'-2"

-5

'-4

9"

+/-9'-3"+/-1'-9" +/-7'-1"

LEGEND

EXISTING INTERIOR CMU WALLS REMAINING

+/-10"

GENERAL SHEET NOTES

KEYED NOTES#

1. TEMPORARY WEATHER PROTECTION NOTE: CONTRACTOR

SHALL PROVIDE TEMPORARY ROOF COVERING AND

PROTECTION OF ALL INTERIOR SPACES FROM WEATHER AND

ON-GOING CONSTRUCTION ACTIVITIES IMMEDIATELY AFTER

REMOVAL OF EXISTING ROOF SYSTEM AND ENTIRETY OF

UNDERLYING ROOF DECK. THIS TEMPORARY PROTECTION

INCLUDES ALL EXISTING INTERIOR UTILITIES AND HVAC

SYSTEMS REQUIRED TO MAINTAIN USAGE OF THE FACILITY

AND PREVENT DAMAGE TO EXISTING UTILITIES OR HVAC

SYSTEMS SHOWN TO REMAIN IN-PLACE.

2. TEMPORARY STRUCTURAL SHORING NOTE: CONTRACTOR

SHALL PROVIDE TEMPORARY SHORING AT EXISTING WALLS

AND STEEL JOISTS AS REQUIRED TO SUPPORT STRUCTURE

DURING DEMOLITION AND UPON COMPLETE REMOVAL OF

ROOF DECK AT "ORIGINAL BUILDING 4" (B4); RE: STRUCTURAL

FOR TEMPORARY SHORING REQUIREMENTS.

3. ALL DIMENSIONS REFERENCING EXISTING STRUCTURE ARE

+/- THE GIVEN MEASUREMENT, WHETHER INDICATED OR NOT.

CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS.

4. ALL DIMENSIONS ARE TO THE FACE OF FINISH OR FACE OF

BLOCK UNLESS NOTED OTHERWISE.

5. IN MASONRY WALL CONSTRUCTION DIMENSIONS ARE TO

ROUGH OPENINGS.

6. IN STUD WALL CONSTRUCTION DIMENSIONS ARE TO

CENTERLINE OF OPENINGS.

7. CONTRACTOR SHALL CONSULT CONTRACTING OFFICER

IMMEDIATELY IF DISCREPANCIES ARE FOUND BETWEEN

DRAWINGS AND SITE CONDITIONS.

8. ALL ANGLES ARE 90° OR 45° UNLESS NOTED OTHERWISE.

9. REFER TO ENGINEERING DRAWINGS FOR ANY ADDITIONAL

WORK NOT SHOWN ON ARCHITECTURAL DRAWINGS.

10. REFER TO SHEET [AD100] FOR FURTHER INFORMATION ON

EXISTING CONDITIONS AT FLOOR PLAN.

EXISTING EXTERIOR FACE BRICK

ON 4" CMU WALLS REMAINING

EXISTING INTERIOR EQUIPMENT AND MILLWORK SHALL

REMAIN IN-PLACE AND BE FULLY PROTECTED DURING

CONSTRUCTION. GOVERNMENT WILL BUILD PROTECTION

PRIOR TO CONSTRUCTION.

EXISTING RESTROOM FIXTURES, ACCESSORIES AND

TOILET PARTITIONS SHALL REMAIN IN-PLACE AND BE

FULLY PROTECTED DURING CONSTRUCTION.

GOVERNMENT WILL BUILD PROTECTIVE INTERIOR ROOF AT

APPROXIMATELY 10 FT ABOVE FINISH FLOOR IN THE

RESTROOMS PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL PROVIDE LATERAL BRACING FOR

CMU INTERIOR WALLS PER STRUCTURAL; RE: S-300.

EXISTING WALK-IN FREEZER IN MECHANICAL ROOM AND

ENVIRONMENTAL CHAMBER IN DRYING ROOM SHALL

REMAIN IN-PLACE AND BE FULLY PROTECTED DURING

CONSTRUCTION. GOVERNMENT WILL BUILD PROTECTION

PRIOR TO CONSTRUCTION.

PROCESSINGPROCESSING

104103

WORK ROOM

+/-10'-9"+/-3'-4"+/-8'-6"

AutoCAD SHX Text H

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F

E

D

C

B1

A

B2

G

F

E

D

C

A

3 4 521

TOILET

PPM

REVISIONS

DESCRIPTIONDATE

U

NO.

D

REAL PROPERTY

SAFETY & HEALTH

A

SUSDA

BY

OF

DESIGNER

PROJECT MGR

JOB #

CHECKED BY

EPM

2150 CENTRE AVENUE

BUILDING D, SUITE 300

FORT COLLINS, CO

Agricultural

Service Research

CONSERVATION & PRODUCTION RESEARCH LABORATORY

BUILDING 4 (B4) NEW METAL ROOF

2300 EXPERIMENT STATION DRIVE - BUSHLAND, TX 79012

RCB

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

CLR

CLR

3324-A

B. DEAN

D. CORDRAY

W. ROSS 1/9/25

DATE

PROJECT NO.

A-E FIRM

SHEETAGRICULTURAL RESEARCH SERVICE

JE

RR

Y G. MARTIN

1 3573

BUILDING 4 - RCP & UPPER WINDOWS - RENOVATION

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

PLAN

NORTH

A-101

RCP & UPPER WINDOWS - RENOVATION

A-101 12 20

EXISTING GREENHOUSE

(NO WORK)

OFFICE

MECHANICAL ROOM

SAMPLE STORAGE

PROCESSINGPROCESSING

DRYING ROOM

104103

GENERAL SHEET NOTES

1. TEMPORARY WEATHER PROTECTION NOTE: CONTRACTOR

SHALL PROVIDE TEMPORARY ROOF COVERING AND

PROTECTION OF ALL INTERIOR SPACES FROM WEATHER AND

ON-GOING CONSTRUCTION ACTIVITIES IMMEDIATELY AFTER

REMOVAL OF EXISTING ROOF SYSTEM AND ENTIRETY OF

UNDERLYING ROOF DECK. THIS TEMPORARY PROTECTION

INCLUDES ALL EXISTING INTERIOR UTILITIES AND HVAC

SYSTEMS REQUIRED TO MAINTAIN USAGE OF THE FACILITY

AND PREVENT DAMAGE TO EXISTING UTILITIES OR HVAC

SYSTEMS SHOWN TO REMAIN IN-PLACE.

2. TEMPORARY STRUCTURAL SHORING NOTE: CONTRACTOR

SHALL PROVIDE TEMPORARY SHORING AT EXISTING WALLS

AND STEEL JOISTS AS REQUIRED TO SUPPORT STRUCTURE

DURING DEMOLITION AND UPON COMPLETE REMOVAL OF

ROOF DECK AT "ORIGINAL BUILDING 4" (B4); RE: STRUCTURAL

FOR TEMPORARY SHORING REQUIREMENTS.

3. ALL DIMENSIONS REFERENCING EXISTING STRUCTURE ARE

+/- THE GIVEN MEASUREMENT, WHETHER INDICATED OR NOT.

CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS.

4. ALL DIMENSIONS ARE TO THE FACE OF FINISH OR FACE OF

BLOCK UNLESS NOTED OTHERWISE.

5. IN MASONRY WALL CONSTRUCTION DIMENSIONS ARE TO

ROUGH OPENINGS.

6. IN STUD WALL CONSTRUCTION DIMENSIONS ARE TO

CENTERLINE OF OPENINGS.

7. CONTRACTOR SHALL CONSULT CONTRACTING OFFICER

IMMEDIATELY IF DISCREPANCIES ARE FOUND BETWEEN

DRAWINGS AND SITE CONDITIONS.

8. ALL ANGLES ARE 90° OR 45° UNLESS NOTED OTHERWISE.

9. REFER TO ENGINEERING DRAWINGS FOR ANY ADDITIONAL

WORK NOT SHOWN ON ARCHITECTURAL DRAWINGS.

10. REFER TO SHEET [AD101] FOR FURTHER INFORMATION ON

EXISTING CONDITIONS AT FLOOR PLAN.

A-300

EXISTING GREENHOUSE

(NO WORK)

MECHANICAL ROOM

SAMPLE STORAGE

PROCESSINGPROCESSING

DRYING ROOM

A-200

A-201

A-200

A-201

CORRIDOR

104103

+/-23'-3" +/-23'-4" +/-23'-4" +/-23'-3"

-1

7'- 7"

ORIGINAL BLDG 4 (B4) OVERALL LENGTH = +/-94'-0"

OR

IG

IN

AL

B

LD

G 4 (

B4 ) O

VE

RA

LL

W

ID

TH

/-3 6'-

0"

5"5"

5" 5"

-1

7'- 7"

EXISTING GREENHOUSE (NO WORK) = +/-23'-11"

+/-9'-4"

EX

IS

TI

NG

G

RE

EN

HO

US

E

AD

DI

TI

ON

(G H)

/-2 5'-

21 2"

+/-9'-4" EXISTING GREENHOUSE ADDITION (GH) = +/-60'-8"

4" +/-13'-4" +/-11'-8" +/-5'-10" +/-5'-10" +/-11'-8" +/-11'-8" 4"

-1

6'-

1 2"

OR

IG

IN

AL

B

LD

G 4 (

B4 ) O

VE

RA

LL

W

ID

TH

/-3 6'-

0" 5"

-1

8'- 21 2"

5" 3"

EX

IS

TI

NG

G

RE

EN

HO

US

E

AD

DI

TI

ON

(G H)

/-2 5'-

21 2"+/ -8

'-3

-8

'-0

-7

'-9

1 2"

-8

'-0

-7

'-9

1 2"

3"

-8 '-3

+/-23'-3" 4"4"

+/-22'-8"+/-22'-9"+/-22'-8"+/-22'-7"

-1

6'- 91 4"

+/-6'-9"+/-8'-0"

-4

'-0

9"

-1

5'- 61 4"

-1

1'-

-5 '-1

1"

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

+/-22'-7"

-2

8'- 41 4"

-9

'-1 11 4"

-3

1'- 81 4"

-2

'-8

+/-11'-10" +/-4'-6" +/-11'-10"

-1

7'-

-5 '-1

1"

+/-3'-8" +/-14'-4" +/-3'-4" +/-10"

+/-1'-9"

+/-1'-0"

+/-4'-0"

-1

2'-

+/-28'-2"

-5

'-4 "+/-10"

WORK ROOM

WORK ROOM

+/-9'-3" +/-7'-1"

GRAPHIC SCALE

DOOR SWING; EXISTING DOORS REMAINING

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

0 2' 4' 8' 12'

EXISTING WOOD STUD WALLS REMAINING

LEGEND

EXISTING INTERIOR CMU WALLS REMAINING

KEYED NOTES#

BID OPTION #1: PROVIDE PAINTED GYPSUM BOARD ON

METAL STUD FRAMING WITH THERMAL BATT

INSULATION AT INTERIOR SIDE OF EXISTING

CLERESTORY WINDOWS ON NORTH ELEVATION.

METAL WALL PANELS ON METAL STUD FRAMING WITH

THERMAL BATT INSULATION SHALL EXTEND TO COVER

THESE CLERESTORY WINDOWS (NORTH) AT EXTERIOR

SIDE OF CLERESTORY WINDOWS; RE: SHEET [A-201]

FOR RENOVATION ELEVATIONS AND SHEET [A-300] FOR

TYPICAL SECTION DETAIL AT CLERESTORY WINDOW.

CORRUGATED TRANSLUCENT FIBERGLASS ROOF

PANELS AT "EXISTING GREENHOUSE ADDITION" (GH)

SHALL REMAIN.

EXISTING LAT CEILING TO REMAIN IN-PLACE.

CONTRACTOR SHALL REINSTALL EXISTING LIGHT

FIXTURES REMOVED PRIOR TO DEMOLITION.

CONTRACTOR SHALL PROVIDE LATERAL BRACING FOR

CMU INTERIOR WALLS PER STRUCTURAL; RE: S-300.

EXISTING EXTERIOR FACE BRICK

ON 4" CMU WALLS REMAINING

3 3

-1

6'-

THE EXISTING LIGHT FIXTURES SHALL BE REMOVED BY THE

CONTRACTOR, STORED BY THE OWNER, AND REINSTALLED BY

THE CONTRACTOR UPON COMPLETION OF NEW ROOF ASSEMBLY.

LIGHT FIXTURES NOTE

EX

IS

TI

NG

SL

OP

E

"EXISTING GREENHOUSE ADDITION"

(GH) (NO ROOF WORK)

EX

IS

TI

NG

SL

OP

E

EX

IS

TI

NG

SL

OP

E

EXISTING CORRUGATED FIBERGLASS

ROOF PANELS AT "EXISTING

GREENHOUSE ADDITION" (GH)

9" 3

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3 4 521

21 5.14.543.83.532.4

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3 4 521

1'- 81 2"

PPM

REVISIONS

DESCRIPTIONDATE

U

NO.

D

REAL PROPERTY

SAFETY & HEALTH

A

SUSDA

BY

OF

DESIGNER

PROJECT MGR

JOB #

CHECKED BY

EPM

2150 CENTRE AVENUE

BUILDING D, SUITE 300

FORT COLLINS, CO

Agricultural

Service Research

CONSERVATION & PRODUCTION RESEARCH LABORATORY

BUILDING 4 (B4) NEW METAL ROOF

2300 EXPERIMENT STATION DRIVE - BUSHLAND, TX 79012

RCB

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

CLR

CLR

3324-A

B. DEAN

D. CORDRAY

W. ROSS 1/9/25

DATE

PROJECT NO.

A-E FIRM

SHEETAGRICULTURAL RESEARCH SERVICE

JE

RR

Y G. MARTIN

1 3573

BUILDING 4 - ROOF PLAN - RENOVATION

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

PLAN

NORTH

A-102

A-300

A-200

A-201

A-200

A-201

1 GENERAL SHEET NOTES

KEYED NOTES#

1. ALL DIMENSIONS REFERENCING EXISTING STRUCTURE ARE

+/- THE GIVEN MEASUREMENT, WHETHER INDICATED OR NOT.

CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS.

2. ALL DIMENSIONS ARE TO THE FACE OF FINISH OR FACE OF

BLOCK UNLESS NOTED OTHERWISE.

3. IN MASONRY WALL CONSTRUCTION DIMENSIONS ARE TO

ROUGH OPENINGS.

4. IN STUD WALL CONSTRUCTION DIMENSIONS ARE TO

CENTERLINE OF OPENINGS.

5. CONTRACTOR SHALL CONSULT CONTRACTING OFFICER

IMMEDIATELY IF DISCREPANCIES ARE FOUND BETWEEN

DRAWINGS AND SITE CONDITIONS.

6. ALL ANGLES ARE 90° OR 45° UNLESS NOTED OTHERWISE.

7. REFER TO ENGINEERING DRAWINGS FOR ANY ADDITIONAL

ROOFTOP EQUIPMENT OR PENETRATIONS NOT SHOWN.

8. REFER TO SHEET [AD102] FOR FURTHER INFORMATION ON

EXISTING…