4. Drawings-Bldg 1-Ext Envel-Phase 2-3-4.pdf

Building 1: Repair Building Exterior Envelope – Phase 2, 3, and 4 National Center of Agricultural Utilization Research (NCAUR) USDA-ARS, Peoria, IL

Proj. Dwg-1

Project Drawings

Proj. Dwg-2

Notes:

1. The Government developed the following Project Drawings dated September 30, 2020 for multiple phases of repairs / improvements to the exterior envelope of Building 1. See Sheet G-004 of the Project Drawings for the multiple phases. Phase 1, 5, 6, and 7 have been completed in previous projects and drawings for these phases have been extracted from the drawing package.

2. This project will be for the repairs / improvements of Phase 2, 3, and 4 only.

3. Reference Sheet A.P2.31, A.P2.32, A.P2.33, and A.P2.34.

Revise window type from Type B to Type B-R1 where indicated. See page “Proj. Dwg-3”, “Proj. Dwg-4”, and “Proj. Dwg-5” for additional information on Type B-R1 window.

Revise window type from Type N to Type N-R1 where indicated. See page “Proj. Dwg-3”, “Proj. Dwg-4”, and “Proj. Dwg-5” for additional information on Type N-R1 window.

Revise window type from Type Q to Type Q-R1 where indicated. See page “Proj. Dwg-3”, “Proj. Dwg-4”, and “Proj. Dwg-5” for additional information on Type Q-R1 window.

Revise window type from Type S to Type S-R1 where indicated. See page “Proj. Dwg-3”, “Proj. Dwg-4”, and “Proj. Dwg-5” for additional information on Type S-R1 window.

N.T.S.

N

PROJECT AREA

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

KC

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

RW

GL

XL/AS/NT 09-30-20

09-30-20 100% DESIGN SUBMISSION

G-001COVER SHEET

NATIONAL CENTER FOR AGRICULTURAL

UTILIZATION RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

BUILDING 1: REPAIR BUILDING EXTERIOR ENVELOPE

LSY PROJECT NUMBER: 18032.02

U.S. DEPARTMENT OF AGRICULTURE

AGRICULTURAL RESEARCH SERVICE

FACILITIES DIVISION

NATIONAL CENTER FOR AGRICULTURAL

UTILIZATION RESEARCH

USDA W.R. # AG-32SD-C-15-0065 LSY PROJECT NO. 18032.02

PEORIA, ILLINOIS

VICINITY MAP

BUILDING 1: REPAIR BUILDING

EXTERIOR ENVELOPE

100% SUBMISSION

DRAWING INDEX

PROJECT LOCATION

Sheet Number Sheet Name

A.601 SCHEDULE

Sheet Number Sheet Name

Sheet Number Sheet Name

Sheet Number Sheet Name

A.P3.42 TYPICAL DETAILS

A.P3.43 WINDOW DETAILS

A.P3.45 CURTAIN WALL DETAILS

A.P4.10 PHASE 4 KEY PLAN

A.P4.11 FLOOR PLANS - PHASE 4 AREA A

A.P4.12 FLOOR PLANS - PHASE 4 AREA B

A.P4.13 FLOOR PLANS - PHASE 4 AREA C

A.P4.21 DEMO BUILDING ELEVATIONS - PHASE 4

AREA A

A.P4.22 DEMO BUILDING ELEVATIONS - PHASE 4

AREA A

A.P4.23 DEMO BUILDING ELEVATIONS - PHASE 4

AREA B

A.P4.24 DEMO BUILDING ELEVATIONS - PHASE 4

AREA B

A.P4.25 DEMO BUILDING ELEVATIONS - PHASE 4

AREA C

A.P4.32 NEW WORK BUILDING ELEVATIONS - PHASE 4

AREA A

A.P4.31 NEW WORK BUILDING ELEVATIONS - PHASE 4

AREA A

A.P4.33 NEW WORK BUILDING ELEVATIONS - PHASE 4

AREA B

A.P4.34 NEW WORK BUILDING ELEVATIONS - PHASE 4

AREA B

A.P4.35 NEW WORK BUILDING ELEVATIONS - PHASE 4

AREA C

A.P4.41 WALL SECTIONS

A.P4.42 TYPICAL DETAILS

A.P4.43 WINDOW DETAILS

A.P4.44 WINDOW DETAILS

A.P4.45 CURTAIN WALL DETAILS

Sheet Number Sheet Name

A.P2.24 DEMO BUILDING ELEVATIONS - PHASE 2

AREA A

A.P2.31 NEW WORK BUILDING ELEVATIONS - PHASE 2

AREA C

A.P2.32 NEW WORK BUILDING ELEVATIONS - PHASE 2

AREA B

A.P2.33 NEW WORK BUILDING ELEVATIONS - PHASE 2

AREA A

A.P2.34 NEW WORK BUILDING ELEVATIONS - PHASE 2

AREA A

A.P2.41 WALL SECTIONS

A.P2.42 TYPICAL DETAILS

A.P2.43 WINDOW DETAILS

A.P2.45 CURTAIN WALL DETAILS

A.P3.10 PHASE 3 KEY PLAN

A.P3.11 FLOOR PLANS - AREA A

A.P3.12 FLOOR PLANS - AREA B

A.P3.13 FLOOR PLANS - AREA C

A.P3.14 FLOOR PLANS - AREA D

A.P3.21 DEMO BUILDING ELEVATIONS - PHASE 3

AREA A

A.P3.22 DEMO BUILDING ELEVATIONS - PHASE 3

AREA B

A.P3.23 DEMO BUILDING ELEVATIONS - PHASE 3

AREA B

A.P3.24 DEMO BUILDING ELEVATIONS - PHASE 3

AREA C

A.P3.25 DEMO BUILDING ELEVATIONS - PHASE 3

AREA D

A.P3.31 NEW WORK BUILDING ELEVATIONS - PHASE 3

AREA A

A.P3.32 NEW WORK BUILDING ELEVATIONS - PHASE 3

AREA B

A.P3.33 NEW WORK BUILDING ELEVATIONS - PHASE 3

AREA B

A.P3.34 NEW WORK BUILDING ELEVATIONS - PHASE 3

AREA C

A.P3.35 NEW WORK BUILDING ELEVATIONS - PHASE 3

AREA D

A.P3.41 WALL SECTIONS

Sheet Number Sheet Name

GENERAL

G-001 COVER SHEET

G-002 ABBREVIATIONS

G-003 SITE PLAN & GENERAL NOTES

G-004 PHASING PLAN

ARCHITECTURAL

A.P2.44 WINDOW DETAILS

A.P3.44 WINDOW DETAILS

A.P2.10 PHASE 2 KEY PLAN

A.P2.11 FLOOR PLANS - AREA A

A.P2.12 FLOOR PLANS - AREA B

A.P2.13 FLOOR PLANS - AREA C

A.P2.21 DEMO BUILDING ELEVATIONS - PHASE 2

AREA C

A.P2.22 DEMO BUILDING ELEVATIONS - PHASE 2

AREA B

A.P2.23 DEMO BUILDING ELEVATIONS - PHASE 2

AREA A

VICINITY MAP

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

KC

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

RW

GL

XL/AS/NT 09-30-20

09-30-20 100% DESIGN SUBMISSION

G-002ABBREVIATIONS

NATIONAL CENTER FOR AGRICULTURAL

UTILIZATION RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

BUILDING 1: REPAIR BUILDING EXTERIOR ENVELOPE

LSY PROJECT NUMBER: 18032.02

REQ REQUIRED

RM ROOM

S SOUTH

SA SOUND ATTENUATION

SAB SOUND ATTENUATION BLANKET

SAL SALVAGE

SECT SECTION

SIM SIMILAR

SMR SURFACE MOUNTED RACEWAY

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STDP STAND PIPE

STL STEEL

STOR STORAGE

STR STRUCTURAL, STRUCTURE

SUSP SUSPENDED

SVF SEAMLESS VINYL FLOORING

TB TACK BOARD

TD TRENCH DRAIN

TEMP TEMPORARY

THK THICK

TO TOP OF

TOC TOP OF CURB

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTE OTHERWISE

UTY UTILITY

VCT VINYL COMPOSITION TILE

VEST VESTIBULE

VIF VERIFY IN FIELD

VIN VINYL

VWC VINYL WALL COVERING

W WIDE, WEST

W/ WITH

W/O WITHOUT

WB WHITEBOARD

WD WOOD

WDO WINDOW

WR WATER RESISTANT

INT INTERIOR

KBT KEYBOARD TRAY

LP LOW POINT

LU LEG UNIT

M METER

MAG MAGNETIC

MAT MATERIAL

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOA MULTI OUTLET ASSEMBLY

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NP NEW PANEL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

OH OPPOSITE HAND

ORD OVERFLOW ROOF DRAIN

P POWER RECEPTACLE

PART PARTICLE BOARD

PCST PRECAST

PLAM PLASTIC LAMINATE

PLUMB PLUMBING

PLYWD PLYWOOD

PNL(S) PANEL(S)

PT PRESSURE TREATED

PTD PAINT, PAINTED

PWR POWER

RCP REFLECTED CEILING PLAN

REF REFERNECE

EA EACH

EL, ELEV ELEVATION

ELEC ELECTRICAL

EP ELECTRICAL PANEL

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FF FINISHED FLOOR

FHC FIRE HOSE CABINET

FL FLASHING

FLR FLOOR

FP FILLER PANEL

FRT FIRE RETARDENT TREATED

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFCI GOVERNMENT FURNISHED, CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED, GOVERNMENT INSTALLED

GH GROMMET HOLE

GOV GOVERNMENT

GWB GYPSUM WALL BOARD

GYP BD GYPSUM WALL BOARD

HB HOSE BIB

HC HANDICAP

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR FILTER

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

ID INSIDE DIAMETER

INSL INSULATION

INST INSTALL(ATION)

GENERAL ABBREVIATIONS

& AND

ADDN ADDITIONAL

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

ALT ALTERNATIVE

ALUM ALUMINUM

AP ACCESS PANEL

APPROX. APPROXIMATE

ARCH ARCHITECTURAL

ARW ACID RESISTANT WASTE

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRKT BRACKET

CAB CABINET

CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPRESSIBLE

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUATION

CONTRA CONTRACTOR

CPT CARPET

CT CERAMIC TILE

CTR CENTER

DEMO DEMOLISH, DEMOLITION

DIA DIAMETER

DIM DIMENSION

DMB DRY MARKER BOARD

DN DOWN

DR DOOR

DTL DETAIL

DWG DRAWING(S)

E EAST

ABBREVIATIONS :

1. DO NOT START CONSTRUCTION UNTIL ALL REQUIRED PERMIT APPROVALS ARE OBTAINED.

2. VISIT THE SITE PRIOR TO CONSTRUCTION TO VERIFY CONDITIONS RELATING TO CONSTRUCTION. THOROUGHLY EXAMINE AND BE FAMILIAR WITH THE DRAWINGS, DRAWING NOTES AND SPECIFICATIONS. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING

MATERIALS. DO NOT SCALE THE DRAWINGS.

3. NOTIFY THE GOVERNMENT'S REPRESENTATIVE OF ANY DISCREPANCIES, OMISSIONS, OR CONFLICTS IN THE CONSTRUCTION

DOCUMENTS.

4. FURNISH AND INSTALL ALL ITEMS SHOWN OR IMPLIED ON THE DRAWINGS UNLESS OTHERWISE NOTED.

5. MAINTAIN THE CONSTRUCTION SITE IN A CLEAN AND ORDERLY MANNER.

6. INFORMATION CONTAINED IN THESE DRAWINGS IS BASED ON LIMITED FIELD MEASUREMENTS AND MAY REQUIRE ADJUSTMENTS OR MODIFICATIONS TO CONFIRM WITH EXISTING CONDITIONS. IN CASES WHERE CHANGES IN DETAIL ARE NECESSARY, THESE DRAWINGS SHALL BE USED TO SHOW DESIGN INTENT ONLY. PERFORM WORK, SHOWN OR IMPLIED, THAT IS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS OR IS CUSTOMARILY PERFORMED AS IF FULLY AND CORRECTLY SET

FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.

7. COORDINATE WORK SCHEDULE THROUGH THE USDA. SCHEDULE WORK TO MINIMIZE DISRUPTION TO OCCUPANTS OF THE

BUILDING.

8. PROTECT EXISTING BUILDING ELEMENTS AND LANDSCAPING NOT INDICATED FOR REMOVAL FROM DEMOLITION AND CONSTRUCTION ACTIVITIES. DAMAGE RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE REPAIRED TO ORIGINAL CONDITION.

9. SHUTDOWN OF UTILITIES FOR THE WORK SHALL BE PERFORMED ONLY BY FACILITY PERSONNEL, AND SHALL BE EXECUTED AFTER REGULAR WORKING HOURS. REQUESTS FOR UTILITY SHUTDOWNS SHALL BE SUBMITTED TO THE PROJECT OFFICER, IN WRITING, TWENTY-ONE (21) DAYS PRIOR TO THE REQUIRED SHUTDOWN.

10. ON SITE STORAGE IS LIMITED TO THAT AVAILABLE WITHIN OR DIRECTLY ADJACENT WITH THE LIMITS OF CONSTRUCTION.

11. THE GOVERNMENT INTENDS FOR WORK TO BE PERFORMED DURING NORMAL BUSINESS HOURS (7.00 AM TO 3.30 PM) MONDAY THROUGH FRIDAY UNLESS REQUESTED OTHERWISE BY THE CONTRACTOR. THE GOVERNMENT WILL COORDINATE THE CONTRACTOR'S SCHEDULE WITH THE BUILDING OCCUPANTS TO HELP ENSURE PERSONNEL ARE RE-LOCATED TO A LESS NOISY AND LESS DISRUPTIVE

ENVIRONMENT.

12. PROVIDE WORK PLAN (SHOP DRAWING) SHOWING ALL PROPOSED ACCESS MEANS, FENCING, BARRIERS, GATES, AND OTHER RESTRICTIONS / PROJECTIVE MEASURES TO ISOLATE PROJECT WORK AREA, TO MAINTAIN ACCESS TO MAIN BUILDING (BUILDING 1) AND TO MAINTAIN MEANS OF EGRESS FROM BUILDING 1. BUILDING 1 SHALL REMAIN FULLY OPERATIONAL (FUNCTIONAL) DURING THE PERFORMANCE OF THE WORK. WORK PLAN SHALL BE SUBMITTED FOR OWNER REVIEW AND APPROVAL 4 WEEKS PRIOR

TO MOBILIZATION.

13. TEMPORARY CONSTRUCTION FENCING SHALL BE "FREE STANDING" AND MAY NOT IMPACT THE PARKING LOT ASPHALT, LANDSCAPING, TREES, AND OTHER HARDSCAPE.

14. PROVIDE TEMPORARY DUST PROTECTION TO PROTECT PUBLIC AREAS FROM CONSTRUCTION ACTIVITIES. TEMPORARY BARRIERS SHALL BE CONSTRUCTED AS PER USDA STANDARD . IF AN APPROVED SPRINKLER SYSTEM IS NOT INSTALLED IN ACCORDANCE WITH NFPA 241, SECTION 8.6.2, SEPARATE THE CONSTRUCTION SITE FROM OCCUPIED PORTIONS OF THE STRUCTURES BY WALLS HAVING A 1-HOUR FIRE

RESISTANCE RATING.

DETAIL NUMBER

DRAWING NUMBER

WHERE DETAIL IS

DRAWN

SECTION NUMBER

DRAWING NUMBER

WHERE DETAIL IS

DRAWN

ELEVATION NUMBER

DRAWING NUMBER

WHERE ELEVATION IS

DRAWN

REVISION NUMBER

REVISION CLOUD

WALL TYPE NUMBER,

SEE SHT. A-601

DOOR NUMBER

ROOM NUMBERX

X

X

X

X

X

X

X X

XXX XXX

XXX1

XX WINDOW NUMBER

AFF

X' - X" CEILING HEIGHT

CLAY TILE

BRICK

CONCRETE

PLYWOOD

WOOD

BLOCKING

SHIMINSULATION

BATT

RIGID

INSULATION

W. NEBRASKA AVE

N . U

N

IV

ER

SI

TY

S

TBUILDING 2

(BOILER HOUSE)

BUILDING 1

(PROJECT AREA)

B U

IL

D

IN

G

(N

.I.

C

COOLING TOWERS SHALL REMAIN OPERATIONAL

DURING THE PERFORMANCE OF THE WORK.

CONTRACTOR SHALL MAINTAIN ACCESS TO

TOWERS AND ASSOCIATED PUMPS /

INSTALLATIONS BY OWNER'S OSM STAFF.

SECONDARY

LAYDOWN AREA

CONTRACTOR PARKING AND

PRIMARY LAYDOWN AREA

LIMITS OF

PROJECT

AREA

EXISTING

FACILITY

PARKING LOT,

(DO NOT BLOCK)

PROPOSED

CONSTRUCTION VEHICLE

DRIVEWAY

EXISTING FACILITY

VEHICLE DRIVEWAY, DO

NOT BLOCK

BUILDING 5

COMMODITIES

STORAGE

BUILDING 4

PROPERTY STORAGE

BUILDING 7

MILLING BLDG

PEDESTRIAN EGRESS DOOR

LEGEND

PRIMARY CONTRACTOR

LAYDOWN AREA ( ON ASPHALT)

SECONDARY CONTRACTOR

LAYDOWN AREA (ON GRASS)

VEHICULAR EGRESS DOOR

CONSTRUCTION VEHICLE

DRIVEWAY

EXISTING

BUILDING

(N.I.C)

MAINTAIN ACCESS AT ALL

TIMES

EXISTING METAL FENCE

ENCLOSURE

SCOPE OF WORK

U S D A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

KC

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

RW

GL

XL/AS/NT 09-30-20

09-30-20 100% DESIGN SUBMISSION

08-25-21 ADDENDUM 1

G-003SITE PLAN & GENERAL

NOTES

NATIONAL CENTER FOR AGRICULTURAL

UTILIZATION RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

BUILDING 1: REPAIR BUILDING EXTERIOR ENVELOPE

LSY PROJECT NUMBER: 18032.02

SYMBOLS :

MATERIALS :

GENERAL NOTES :

1" = 50'-0"G-003

SITE PLAN41

0'50' 25' 50' 100'

P H

A S

E

PHASE 2

PHASE 3

PHASE 4

PHASE 5

PHASE 6

PHASE 7

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

KC

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

RW

GL

XL/AS/NT 09-30-20

09-30-20 100% DESIGN SUBMISSION

G-004PHASING PLAN

NATIONAL CENTER FOR AGRICULTURAL

UTILIZATION RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

BUILDING 1: REPAIR BUILDING EXTERIOR ENVELOPE

LSY PROJECT NUMBER: 18032.02

30' 15' 0' 30' 60'

1" = 30'-0"G-004

PHASING PLAN41

A S

E

PHASE 2

PHASE 3

PHASE 4

PHASE 5

PHASE 6

PHASE 7

AREA BAREA A AREA C

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

KC

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

RW

GL

XL/AS/NT 09-30-20

09-30-20 100% DESIGN SUBMISSION

A.P2.10PHASE 2 KEY PLAN

NATIONAL CENTER FOR AGRICULTURAL

UTILIZATION RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

BUILDING 1: REPAIR BUILDING EXTERIOR ENVELOPE

LSY PROJECT NUMBER: 18032.02

1" = 30'-0"A.P2.10

PHASE 2 KEY PLAN31

1 2 3 4 5.80.60.40.10

N1

P1

R1

S1

T1

V1

A.P2.23

A.P2.24 41

A R

E A

B

A R

E A

A

A.P2.33

A.P2.34 41

A.P2.23

DEMO NEW WORK

A.P2.24 41

DEMO

NEW WORK

RM # 0231B

RM # 0231A

NW101

ETR

E

TR

ETR

S

TA

IR

1 2 3 4 5.80.60.40.10

N1

P1

R1

S1

T1

V1

A.P2.23

A.P2.24 41

A R

E A

B

A R

E A

A

A.P2.33

A.P2.34 41

A.P2.23

DEMO NEW WORK

A.P2.24 41

DEMO

NEW WORK

12 RM # 1239

RM # 1239

RM # 1239

CORR. 2250

RM # 3232

RM # 3236

RM # 3240

RM # 324409

RM # 3244

S

TA

IR

1 2 3 4 5.80.60.40.10

N1

P1

R1

S1

T1

V1

A.P2.23

A.P2.24 41

A R

E A

B

A R

E A

A

A.P2.33

A.P2.23

DEMO NEW WORK

DEMO

NEW WORK

A.P2.34 41

USDA BLDG 1 KEY PLAN

PHASE 2

AREA A AREA B AREA C

GENERAL PLAN NOTES:

A. THE WORK ITEMS NOT SHOWN ON THIS SHEET SHALL BE COORDINATED

WITH INDICATED ELEVATIONS.

B. REPLACE BLINDS AS REQUIRED.

C. WALL RADIATORS SHALL BE PROTECTED DURING WALL CONSTRUCTION.

IF NECESSARY, WALL RADIATOR SHALL BE REMOVED, SALVAGED AND

REINSTALLED.

D. RACEWAY SHALL BE PROTECTED DURING WALL CONSTRUCTION. IF

NECESSARY, RACEWAY SHALL BE SALVAGED AND REINSTALLED.

E. ALL LOUVERS AND DOORS SHALL BE EXISTING TO REMAIN UNLESS

OTHERWISE INDICATED.

F. RE-PAINT EXPOSED EXTERIOR CONCRETE FOUNDATION WALL AT ALL

LOCATIONS.

PLAN LEGEND:

DOOR, ETR

WALL PARTITION, ETR

E

TR

EXISTING COLUMN AND

PILASTER TO REMAIN

AREA NOT TO BE

COMPLETED IN THIS PHASE

WINDOW

REINSTALL STONE

PANEL

INFILLED CONCRETE

U S D A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

KC

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

RW

GL

XL/AS/NT 09-30-20

09-30-20 100% DESIGN SUBMISSION

08-25-21 ADDENDUM 1

A.P2.11FLOOR PLANS - AREA A

NATIONAL CENTER FOR AGRICULTURAL

UTILIZATION RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

BUILDING 1: REPAIR BUILDING EXTERIOR ENVELOPE

LSY PROJECT NUMBER: 18032.02

1/8" = 1'-0"A.P2.11

BASEMENT PLAN - PHASE 2 AREA A21

N

1/8" = 1'-0"A.P2.11

TYPICAL FLOOR PLAN - PHASE 2 AREA A41

1/8" = 1'-0"A.P2.11

ROOF PLAN - PHASE 2 AREA A23

09 REMOVE DAMAGED CEILING TILES WITHIN 3 FEET FROM THE INSIDE

FACE OF THE EXTERIOR WALL AND REPLACE CEILING TILE TO MATCH

EXISTING. FOR BIDDING, ASSUME 25% CEILING TILE AND CEILING GRID

REPLACEMENT. PROVIDE A UNIT PRICE FOR EACH CEILING TILE CEILING

GRID REPLACEMENT.

10 REPAIR CRACK OR SPALL ON CEILING. REPAINT THE DAMAGED AREA

WITH PAINT FINISH TO MATCH EXISTING COLOR.

11 REPAIR WATER DAMAGED EXPOSED CONCRETE CEILING WITH REPAINT

WITHIN 3 FEET FROM THE INSIDE FACE OF THE EXTERIOR WALL. FOR

BIDDING, ASSUME 25% CEILING TILE AND CEILING GRID REPLACEMENT.

PROVIDE A UNIT PRICE FOR EACH CEILING TILE CEILING GRID

REPLACEMENT.

12 REPAIR DAMAGED BRICK WALL WITH PAINT FINISH TO MATCH EXISTING

COLOR.

13 REMOVE CURTAIN WALL AND REPLACE CURTAIN WALL.

14 REMOVE DAMAGED PAINT AND MOLD THEN REPAINT TO MATCH

EXISTING COLOR.

15 REPAIR CRACK ON THE WINDOW CONCRETE LINTEL.

16 REMOVE AND SALVAGE LOUVER IN WINDOW. REINSTALL THE SALVAGED

LOUVER AT NEW WINDOW.

17 REPAIR OR REPLACE LIMESTONE COPING SECTIONS OF THE DAMAGE

AREA. SEE ELEVATIONS.

18 REPLACE SEALANT BETWEEN CMU WALL AND CONC. BEAM.

19 REMOVE DAMAGED PAINT AND REPAINT TO MATCH EXISTING COLOR.

20 NOT USED.

21 REMOVE DAMAGED MORTAR AND REPLACE MORTAR

22 REPAIR CRACK OR SPALL ON CMU WALL.

23 REPLACE WOOD SILL FOR GLASS BLOCK WITH PAINT FINISH TO MATCH

EXISTING PAINT COLOR.

24 REPAIR CRACK OR SPALL ON CONCRETE WALL. REPAINT THEDAMAGED

AREA WITH PAINT FINISH TO MATCH EXISTING COLOR.

01 REMOVE EXTERIOR WYTHE OF BRICK MASONRY AT A DISTANCE OF 3'-0"

IN EACH DIRECTION FROM VISIBLE CRACKING, RECONSTRUCT AREA

WITH BRICK AND MORTAR TO MATCH EXISTING.

02 REPOINT DETERIORATED MORTAR TO MATCH EXISTING. SEE ELEVATION.

03 REMOVE ANY EXISTING SEALANT AT JOINTS. REMOVE MIN 3 COURSES

OF THE EXTERIOR WYTHE OF BRICK MASONRY ABOVE THE RELIEVING

ANGLE TO COMPLETELY EXPOSE THE DETERIORATED SECTION. AT NON

WINDOW LOCATIONS, REMOVE THE SAME AMOUNT OF BRICK MASONRY

FROM BELOW THE ANGLE. CLEAN OR REPLACE THE DETERIORATED

SECTION OF RELIEVING ANGLE. INSTALL NEW METAL FLASHING TO

PROTECT ANGLE. REINSTALL BRICK MASONRY WITH WEEPS AS

REQUIRED. PROVIDE SEALANT AND GAPS AT JOINTS TO ACCOMMODATE

MOVEMENT AS REQUIRED. SEE ELEVATION.

04 CLEAN MASONRY WITH SOAP AND WATER, NON-ACIDIC CLEANER, OR

ACIDIC CLEANER FOLLOWED BY NEUTRALIZING AS NECESSARY.

05 REPLACE SEALANT. SEE ELEVATION.

06 REPAIR CRACK OR SPALL ON EXTERIOR CONCRETE WALL. SEE

ELEVATION.

07 REPAIR OR REPLACE METAL COPING TO MATCH EXISTING AS REQUIRED.

08 REMOVE DAMAGED PLASTER WALL AND REPAIR. REPAINT TO MATCH

EXIST COLOR.

WORK ITEMS: (TYPICAL )X

INTERIOR ITEM

DN

DN

5 6 7 8 9 10 11

S1

T1

V1 A

R E

A B

A R

E A

A

A.P2.22

A R

E A

B

A R

E A

C

A.P2.32

A.P2.22

DEMO NEW WORK

CORRIDOR

06 0606

5 6 7 8 9 10 11

S1

T1

V1

A.P2.22

A R

E A

B

A R

E A

A

A R

E A

B

A R

E A

C

A.P2.32

A.P2.22

DEMO NEW WORK

5 6 7 8 9 10 11

S1

T1

V1

A.P2.22

A R

E A

B

A R

E A

A

A R

E A

B

A R

E A

C A.P2.32

A.P2.22

DEMO NEW WORK

USDA BLDG 1 KEY PLAN

PHASE 2

AREA A AREA B AREA C

GENERAL PLAN NOTES:

A. THE WORK ITEMS NOT SHOWN ON THIS SHEET SHALL BE COORDINATED

WITH INDICATED ELEVATIONS.

B. REPLACE BLINDS AS REQUIRED.

C. WALL RADIATORS SHALL BE PROTECTED DURING WALL CONSTRUCTION.

IF NECESSARY, WALL RADIATOR SHALL BE REMOVED, SALVAGED AND

REINSTALLED.

D. RACEWAY SHALL BE PROTECTED DURING WALL CONSTRUCTION. IF

NECESSARY, RACEWAY SHALL BE SALVAGED AND REINSTALLED.

E. ALL LOUVERS AND DOORS SHALL BE EXISTING TO REMAIN UNLESS

OTHERWISE INDICATED.

F. RE-PAINT EXPOSED EXTERIOR CONCRETE FOUNDATION WALL AT ALL

LOCATIONS.

PLAN LEGEND:

DOOR, ETR

WALL PARTITION, ETR

E

TR

EXISTING COLUMN AND

PILASTER TO REMAIN

AREA NOT TO BE

COMPLETED IN THIS PHASE

WINDOW

REINSTALL STONE

PANEL

U S D A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

KC

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

RW

GL

XL/AS/NT 09-30-20

09-30-20 100% DESIGN SUBMISSION

08-25-21 ADDENDUM 1

A.P2.12FLOOR PLANS - AREA B

NATIONAL CENTER FOR AGRICULTURAL

UTILIZATION RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

BUILDING 1: REPAIR BUILDING EXTERIOR ENVELOPE

LSY PROJECT NUMBER: 18032.02

N

1/8" = 1'-0"A.P2.12

BASEMENT PLAN - PHASE 2 AREA B21

1/8" = 1'-0"A.P2.12

TYPICAL FLOOR PLAN - PHASE 2 AREA B31

1/8" = 1'-0"A.P2.12

ROOF PLAN - PHASE 2 AREA B41

09 REMOVE DAMAGED CEILING TILES WITHIN 3 FEET FROM THE INSIDE

FACE OF THE EXTERIOR WALL AND REPLACE CEILING TILE TO MATCH

EXISTING. FOR BIDDING, ASSUME 25% CEILING TILE AND CEILING GRID

REPLACEMENT. PROVIDE A UNIT PRICE FOR EACH CEILING TILE CEILING

GRID REPLACEMENT.

10 REPAIR CRACK OR SPALL ON CEILING. REPAINT THE DAMAGED AREA

WITH PAINT FINISH TO MATCH EXISTING COLOR.

11 REPAIR WATER DAMAGED EXPOSED CONCRETE CEILING WITH REPAINT

WITHIN 3 FEET FROM THE INSIDE FACE OF THE EXTERIOR WALL. FOR

BIDDING, ASSUME 25% CEILING TILE AND CEILING GRID REPLACEMENT.

PROVIDE A UNIT PRICE FOR EACH CEILING TILE CEILING GRID

REPLACEMENT.

12 REPAIR DAMAGED BRICK WALL WITH PAINT FINISH TO MATCH EXISTING

COLOR.

13 REMOVE CURTAIN WALL AND REPLACE CURTAIN WALL.

14 REMOVE DAMAGED PAINT AND MOLD THEN REPAINT TO MATCH

EXISTING COLOR.

15 REPAIR CRACK ON THE WINDOW CONCRETE LINTEL.

16 REMOVE AND SALVAGE LOUVER IN WINDOW. REINSTALL THE SALVAGED

LOUVER AT NEW WINDOW.

17 REPAIR OR REPLACE LIMESTONE COPING SECTIONS OF THE DAMAGE

AREA. SEE ELEVATIONS.

18 REPLACE SEALANT BETWEEN CMU WALL AND CONC. BEAM.

19 REMOVE DAMAGED PAINT AND REPAINT TO MATCH EXISTING COLOR.

20 NOT USED.

21 REMOVE DAMAGED MORTAR AND REPLACE MORTAR

22 REPAIR CRACK OR SPALL ON CMU WALL.

23 REPLACE WOOD SILL FOR GLASS BLOCK WITH PAINT FINISH TO MATCH

EXISTING PAINT COLOR.

24 REPAIR CRACK OR SPALL ON CONCRETE WALL. REPAINT THEDAMAGED

AREA WITH PAINT FINISH TO MATCH EXISTING COLOR.

01 REMOVE EXTERIOR WYTHE OF BRICK MASONRY AT A DISTANCE OF 3'-0"

IN EACH DIRECTION FROM VISIBLE CRACKING, RECONSTRUCT AREA

WITH BRICK AND MORTAR TO MATCH EXISTING.

02 REPOINT DETERIORATED MORTAR TO MATCH EXISTING. SEE ELEVATION.

03 REMOVE ANY EXISTING SEALANT AT JOINTS. REMOVE MIN 3 COURSES

OF THE EXTERIOR WYTHE OF BRICK MASONRY ABOVE THE RELIEVING

ANGLE TO COMPLETELY EXPOSE THE DETERIORATED SECTION. AT NON

WINDOW LOCATIONS, REMOVE THE SAME AMOUNT OF BRICK MASONRY

FROM BELOW THE ANGLE. CLEAN OR REPLACE THE DETERIORATED

SECTION OF RELIEVING ANGLE. INSTALL NEW METAL FLASHING TO

PROTECT ANGLE. REINSTALL BRICK MASONRY WITH WEEPS AS

REQUIRED. PROVIDE SEALANT AND GAPS AT JOINTS TO ACCOMMODATE

MOVEMENT AS REQUIRED. SEE ELEVATION.

04 CLEAN MASONRY WITH SOAP AND WATER, NON-ACIDIC CLEANER, OR

ACIDIC CLEANER FOLLOWED BY NEUTRALIZING AS NECESSARY.

05 REPLACE SEALANT. SEE ELEVATION.

06 REPAIR CRACK OR SPALL ON EXTERIOR CONCRETE WALL. SEE

ELEVATION.

07 REPAIR OR REPLACE METAL COPING TO MATCH EXISTING AS REQUIRED.

08 REMOVE DAMAGED PLASTER WALL AND REPAIR. REPAINT TO MATCH

EXIST COLOR.

WORK ITEMS: (TYPICAL )X

INTERIOR ITEM

11 12 13 14 15 16 17 18

S1

T1

V1

A.P2.21

A R

E A

B

A R

E A

C

A.P2.31

A.P2.21

DEMO NEW WORK

11 12 13 14 15 16 17 18

S1

T1

V1

A.P2.21

A R

E A

B

A R

E A

C

A.P2.31

A.P2.21

DEMO NEW WORK

11 12 13 14 15 16 17 18

S1

T1

V1

A.P2.21

A R

E A

B

A R

E A

C

A.P2.31

A.P2.21

DEMO NEW WORK

USDA BLDG 1 KEY PLAN

PHASE 2

AREA A AREA B AREA C

GENERAL PLAN NOTES:

A. THE WORK ITEMS NOT SHOWN ON THIS SHEET SHALL BE COORDINATED

WITH INDICATED ELEVATIONS.

B. REPLACE BLINDS AS REQUIRED.

C. WALL RADIATORS SHALL BE PROTECTED DURING WALL CONSTRUCTION.

IF NECESSARY, WALL RADIATOR SHALL BE REMOVED, SALVAGED AND

REINSTALLED.

D. RACEWAY SHALL BE PROTECTED DURING WALL CONSTRUCTION. IF

NECESSARY, RACEWAY SHALL BE SALVAGED AND REINSTALLED.

E. ALL LOUVERS AND DOORS SHALL BE EXISTING TO REMAIN UNLESS

OTHERWISE INDICATED.

F. RE-PAINT EXPOSED EXTERIOR CONCRETE FOUNDATION WALL AT ALL

LOCATIONS.

PLAN LEGEND:

DOOR, ETR

WALL PARTITION, ETR

E

TR

EXISTING COLUMN AND

PILASTER TO REMAIN

AREA NOT TO BE

COMPLETED IN THIS PHASE

WINDOW

REINSTALL STONE

PANEL

INFILLED CONCRETE

U S D A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

KC

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

RW

GL

XL/AS/NT 09-30-20

09-30-20 100% DESIGN SUBMISSION

08-25-21 ADDENDUM 1

A.P2.13FLOOR PLANS - AREA C

NATIONAL CENTER FOR AGRICULTURAL

UTILIZATION RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

BUILDING 1: REPAIR BUILDING EXTERIOR ENVELOPE

LSY PROJECT NUMBER: 18032.02

N

1/8" = 1'-0"A.P2.13

BASEMENT PLAN - PHASE 2 AREA C21

1/8" = 1'-0"A.P2.13

TYPICAL FLOOR PLAN - PHASE 2 AREA C31

1/8" = 1'-0"A.P2.13

ROOF PLAN - PHASE 2 AREA C41

09 REMOVE DAMAGED CEILING TILES WITHIN 3 FEET FROM THE INSIDE

FACE OF THE EXTERIOR WALL AND REPLACE CEILING TILE TO MATCH

EXISTING. FOR BIDDING, ASSUME 25% CEILING TILE AND CEILING GRID

REPLACEMENT. PROVIDE A UNIT PRICE FOR EACH CEILING TILE CEILING

GRID REPLACEMENT.

10 REPAIR CRACK OR SPALL ON CEILING. REPAINT THE DAMAGED AREA

WITH PAINT FINISH TO MATCH EXISTING COLOR.

11 REPAIR WATER DAMAGED EXPOSED CONCRETE CEILING WITH REPAINT

WITHIN 3 FEET FROM THE INSIDE FACE OF THE EXTERIOR WALL. FOR

BIDDING, ASSUME 25% CEILING TILE AND CEILING GRID REPLACEMENT.

PROVIDE A UNIT PRICE FOR EACH CEILING TILE CEILING GRID

REPLACEMENT.

12 REPAIR DAMAGED BRICK WALL WITH PAINT FINISH TO MATCH EXISTING

COLOR.

13 REMOVE CURTAIN WALL AND REPLACE CURTAIN WALL.

14 REMOVE DAMAGED PAINT AND MOLD THEN REPAINT TO MATCH

EXISTING COLOR.

15 REPAIR CRACK ON THE WINDOW CONCRETE LINTEL.

16 REMOVE AND SALVAGE LOUVER IN WINDOW. REINSTALL THE SALVAGED

LOUVER AT NEW WINDOW.

17 REPAIR OR REPLACE LIMESTONE COPING SECTIONS OF THE DAMAGE

AREA. SEE ELEVATIONS.

18 REPLACE SEALANT BETWEEN CMU WALL AND CONC. BEAM.

19 REMOVE DAMAGED PAINT AND REPAINT TO MATCH EXISTING COLOR.

20 NOT USED.

21 REMOVE DAMAGED MORTAR AND REPLACE MORTAR

22 REPAIR CRACK OR SPALL ON CMU WALL.

23 REPLACE WOOD SILL FOR GLASS BLOCK WITH PAINT FINISH TO MATCH

EXISTING PAINT COLOR.

24 REPAIR CRACK OR SPALL ON CONCRETE WALL. REPAINT THEDAMAGED

AREA WITH PAINT FINISH TO MATCH EXISTING COLOR.

01 REMOVE EXTERIOR WYTHE OF BRICK MASONRY AT A DISTANCE OF 3'-0"

IN EACH DIRECTION FROM VISIBLE CRACKING, RECONSTRUCT AREA

WITH BRICK AND MORTAR TO MATCH EXISTING.

02 REPOINT DETERIORATED MORTAR TO MATCH EXISTING. SEE ELEVATION.

03 REMOVE ANY EXISTING SEALANT AT JOINTS. REMOVE MIN 3 COURSES

OF THE EXTERIOR WYTHE OF BRICK MASONRY ABOVE THE RELIEVING

ANGLE TO COMPLETELY EXPOSE THE DETERIORATED SECTION. AT NON

WINDOW LOCATIONS, REMOVE THE SAME AMOUNT OF BRICK MASONRY

FROM BELOW THE ANGLE. CLEAN OR REPLACE THE DETERIORATED

SECTION OF RELIEVING ANGLE. INSTALL NEW METAL FLASHING TO

PROTECT ANGLE. REINSTALL BRICK MASONRY WITH WEEPS AS

REQUIRED. PROVIDE SEALANT AND GAPS AT JOINTS TO ACCOMMODATE

MOVEMENT AS REQUIRED. SEE ELEVATION.

04 CLEAN MASONRY WITH SOAP AND WATER, NON-ACIDIC CLEANER, OR

ACIDIC CLEANER FOLLOWED BY NEUTRALIZING AS NECESSARY.

05 REPLACE SEALANT. SEE ELEVATION.

06 REPAIR CRACK OR SPALL ON EXTERIOR CONCRETE WALL. SEE

ELEVATION.

07 REPAIR OR REPLACE METAL COPING TO MATCH EXISTING AS REQUIRED.

08 REMOVE DAMAGED PLASTER WALL AND REPAIR. REPAINT TO MATCH

EXIST COLOR.

WORK ITEMS: (TYPICAL )X

INTERIOR ITEM

FIRST FLOOR

12' - 0"

SECOND FLOOR

23' - 0"

BASEMENT

0' - 0"

THIRD FLOOR

34' - 0"

11121314151617

T.O. COPING

49' - 8 1/2"

06 06

ELEVATION DEMO NOTES

A. ALL DOORS, INCLUDING ROLL UP COILING DOORS ARE EXISTING TO

REMAIN UNLESS INDICATED OTHERWISE.

B. REMOVE INDICATED (DASH LINES) WINDOWS AND ASSOCIATED

HARDWARES.

C. EXTENSIVE CRACKS SHOWN FOR REFERENCE. APPROXIMATE

LENGTH OF CRACKS INDICATED.

D. REMOVE AND SALVAGE STONE PANEL FOR REINSATLLING STONE

PANEL.

E. ALL LOUVERS AND DOORS SHALL BE EXISTING TO REMAIN UNLESS

OTHERWISE INDICATED.

WORK ITEM 01 -

FACE BRICK

WORK ITEM 02 -

MORTAR REPAIRS

WORK ITEM 03 -

RELIEVING ANGLE

REPAIRS

WORK ITEM 06 -

CONCRETE REPAIRS

(CRACK)

WORK ITEM 06 -

CONCRETE REPAIRS

(SPALL)

REPAIR LEGEND:

WORK ITEM 04 -

REMOVE STREAK/STAIN

WORK ITEM 05 -

REPLACE SEALANT

ELEVATION KEY PLAN

AREA C

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

KC

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

RW

GL

XL/AS/NT 09-30-20

09-30-20 100% DESIGN SUBMISSION

A.P2.21DEMO BUILDING

ELEVATIONS - PHASE 2

AREA C

NATIONAL CENTER FOR AGRICULTURAL

UTILIZATION RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

BUILDING 1: REPAIR BUILDING EXTERIOR ENVELOPE

LSY PROJECT NUMBER: 18032.02

1/4" = 1'-0"A.P2.21

NORTH ELEVATION - PHASE 2 AREA C41

WORK ITEMS: (TYPICAL )X

01 REMOVE EXTERIOR WYTHE OF BRICK MASONRY AT A DISTANCE OF 3'-0"

IN EACH DIRECTION FROM VISIBLE CRACKING, RECONSTRUCT AREA

WITH BRICK AND MORTAR TO MATCH EXISTING.

02 REPOINT DETERIORATED MORTAR TO MATCH EXISTING.

03 REMOVE ANY EXISTING SEALANT AT JOINTS. REMOVE MIN 3 COURSES

OF THE EXTERIOR WYTHE OF BRICK MASONRY ABOVE THE RELIEVING

ANGLE TO COMPLETELY EXPOSE THE DETERIORATED SECTION. AT NON

WINDOW LOCATIONS, REMOVE THE SAME AMOUNT OF BRICK MASONRY

FROM BELOW THE ANGLE. CLEAN OR REPLACE THE DETERIORATED

SECTION OF RELIEVING ANGLE. INSTALL NEW METAL FLASHING TO

PROTECT ANGLE. REINSTALL BRICK MASONRY WITH WEEPS AS

REQUIRED. PROVIDE SEALANT AND GAPS AT JOINTS TO ACCOMODATE

MOVEMENT AS REQUIRED.

04 SANDBLAST AREA TO REMOVE EFFLORESCENCE, STREAKS, AND STAINS.

05 REPLACE SEALANT. SEALANT REPLACEMENT WILL CONSIST OF CUTTING

OUT THE EXISTING SEALANT JOINTS AND REPLACING EITHER WITH NEW

SEALANT OR MORTAR.

06 REPAIR CRACK OR SPALL ON CONCRETE WALL.

07 WINDOW REPLACEMENT(TYPICAL ALL WINDOWS).

09 REPAIR SPALL ON THE CONCRETE WALL AND RECONSTRUCT BASE OF

WALL FLASHING. SEE DETAIL 21/A.P1.43 AND 41/A.P1.43.

10 REMOVE CURTAIN WALL SYSTEM, STOREFRONT DOOR AND ASSOCIATED

APPURTENANCES. SEE WALL SECTION 42/A.P2.41

11 CLEAN UP DESTROYED WINDOW SILL AREA FOR REPAIRING CONCRETE

WINDOW SILL.

12 REMOVE GLASS BLOCK WINDOW.

13 REMOVE AND SALVAGE LOUVER FOR REINSTALLATION AT SAME

LOCATION.

14 REPAIR OR REPLACE LIMESTONE COPING SECTIONS OF THE DAMAGE

AREA.

15 RESET THE CORNER STONE AND INSTALL FLASHING UNDERNEATH IT.

16 EXISTING WINDOW TO REMAIN.

17 REPAIR OR REPLACE METAL COPING AS REQUIRED.

18 EXISTING GLASS BLOCK TO REMAIN.

19 INVESTIGATE BACKUP CONSTRUCTION TO IDENTIFY ANY CORRODED

EMBEDDED STEEL. IF CORROSION IS OBSERVED, REPAIR SHOULD

INCLUDE CLEANING AND PROTECTING THE EMBEDDED STEEL.

SECOND FLOOR

23' - 0"

BASEMENT

0' - 0"

THIRD FLOOR

34' - 0"

567891011

T.O. COPING

49' - 8 1/2"

06 06 06

ELEVATION DEMO NOTES

A. ALL DOORS, INCLUDING ROLL UP COILING DOORS ARE EXISTING TO

REMAIN UNLESS INDICATED OTHERWISE.

B. REMOVE INDICATED (DASH LINES) WINDOWS AND ASSOCIATED

HARDWARES.

C. EXTENSIVE CRACKS SHOWN FOR REFERENCE. APPROXIMATE

LENGTH OF CRACKS INDICATED.

D. REMOVE AND SALVAGE STONE PANEL FOR REINSATLLING STONE

PANEL.

E. ALL LOUVERS AND DOORS SHALL BE EXISTING TO REMAIN UNLESS

OTHERWISE INDICATED.

WORK ITEM 01 -

FACE BRICK

WORK ITEM 02 -

MORTAR REPAIRS

WORK ITEM 03 -

RELIEVING ANGLE

REPAIRS

WORK ITEM 06 -

CONCRETE REPAIRS

(CRACK)

WORK ITEM 06 -

CONCRETE REPAIRS

(SPALL)

REPAIR LEGEND:

WORK ITEM 04 -

REMOVE STREAK/STAIN

WORK ITEM 05 -

REPLACE SEALANT

11 5

AREA B

ELEVATION KEY PLAN

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

KC

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

RW

GL

XL/AS/NT 09-30-20

09-30-20 100% DESIGN SUBMISSION

A.P2.22DEMO BUILDING

ELEVATIONS - PHASE 2

AREA B

NATIONAL CENTER FOR AGRICULTURAL

UTILIZATION RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

BUILDING 1: REPAIR BUILDING EXTERIOR ENVELOPE

LSY PROJECT NUMBER: 18032.02

1/4" = 1'-0"A.P2.22

NORTH ELEVATION - PHASE 2 AREA B41

WORK ITEMS: (TYPICAL )X

01 REMOVE EXTERIOR WYTHE OF BRICK MASONRY AT A DISTANCE OF 3'-0"

IN EACH DIRECTION FROM VISIBLE CRACKING, RECONSTRUCT AREA

WITH BRICK AND MORTAR TO MATCH EXISTING.

02 REPOINT DETERIORATED MORTAR TO MATCH EXISTING.

03 REMOVE ANY EXISTING SEALANT AT JOINTS. REMOVE MIN 3 COURSES

OF THE EXTERIOR WYTHE OF BRICK MASONRY ABOVE THE RELIEVING

ANGLE TO COMPLETELY EXPOSE THE DETERIORATED SECTION. AT NON

WINDOW LOCATIONS, REMOVE THE SAME AMOUNT OF BRICK MASONRY

FROM BELOW THE ANGLE. CLEAN OR REPLACE THE DETERIORATED

SECTION OF RELIEVING ANGLE. INSTALL NEW METAL FLASHING TO

PROTECT ANGLE. REINSTALL BRICK MASONRY WITH WEEPS AS

REQUIRED. PROVIDE SEALANT AND GAPS AT JOINTS TO ACCOMODATE

MOVEMENT AS REQUIRED.

04 SANDBLAST AREA TO REMOVE EFFLORESCENCE, STREAKS, AND STAINS.

05 REPLACE SEALANT. SEALANT REPLACEMENT WILL CONSIST OF CUTTING

OUT THE EXISTING SEALANT JOINTS AND REPLACING EITHER WITH NEW

SEALANT OR MORTAR.

06 REPAIR CRACK OR SPALL ON CONCRETE WALL.

07 WINDOW REPLACEMENT(TYPICAL ALL WINDOWS).

09 REPAIR SPALL ON THE CONCRETE WALL AND RECONSTRUCT BASE OF

WALL FLASHING. SEE DETAIL 21/A.P1.43 AND 41/A.P1.43.

10 REMOVE CURTAIN WALL SYSTEM, STOREFRONT DOOR AND ASSOCIATED

APPURTENANCES. SEE WALL SECTION 42/A.P2.41

11 CLEAN UP DESTROYED WINDOW SILL AREA FOR REPAIRING CONCRETE

WINDOW SILL.

12 REMOVE GLASS BLOCK WINDOW.

13 REMOVE AND SALVAGE LOUVER FOR REINSTALLATION AT SAME

LOCATION.

14 REPAIR OR REPLACE LIMESTONE COPING SECTIONS OF THE DAMAGE

AREA.

15 RESET THE CORNER STONE AND INSTALL FLASHING UNDERNEATH IT.

16 EXISTING WINDOW TO REMAIN.

17 REPAIR OR REPLACE METAL COPING AS REQUIRED.

18 EXISTING GLASS BLOCK TO REMAIN.

19 INVESTIGATE BACKUP CONSTRUCTION TO IDENTIFY ANY CORRODED

SECOND FLOOR

23' - 0"

BASEMENT

0' - 0"

THIRD FLOOR

34' - 0"

12345 .80 .60 .40 .10

T.O. COPING

49' - 8 1/2"

06 06

04 04

06 06 06

13 13 13

ELEVATION DEMO NOTES

A. ALL DOORS, INCLUDING ROLL UP COILING DOORS ARE EXISTING TO

REMAIN UNLESS INDICATED OTHERWISE.

B. REMOVE INDICATED (DASH LINES) WINDOWS AND ASSOCIATED

HARDWARES.

C. EXTENSIVE CRACKS SHOWN FOR REFERENCE. APPROXIMATE

LENGTH OF CRACKS INDICATED.

D. REMOVE AND SALVAGE STONE PANEL FOR REINSATLLING STONE

PANEL.

E. ALL LOUVERS AND DOORS SHALL BE EXISTING TO REMAIN UNLESS

OTHERWISE INDICATED.

WORK ITEM 01 -

FACE BRICK

WORK ITEM 02 -

MORTAR REPAIRS

WORK ITEM 03 -

RELIEVING ANGLE

REPAIRS

WORK ITEM 06 -

CONCRETE REPAIRS

(CRACK)

WORK ITEM 06 -

CONCRETE REPAIRS

(SPALL)

REPAIR LEGEND:

WORK ITEM 04 -

REMOVE STREAK/STAIN

WORK ITEM 05 -

REPLACE SEALANT

AREA A

ELEVATION KEY PLAN

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

KC

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

RW

GL

XL/AS/NT 09-30-20

09-30-20 100% DESIGN SUBMISSION

A.P2.23DEMO BUILDING

ELEVATIONS - PHASE 2

AREA A

NATIONAL CENTER FOR AGRICULTURAL

UTILIZATION RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

BUILDING 1: REPAIR BUILDING EXTERIOR ENVELOPE

LSY PROJECT NUMBER: 18032.02

WORK ITEMS: (TYPICAL )X

1/4" = 1'-0"A.P2.23

NORTH ELEVATION - PHASE 2 AREA A41

01 REMOVE EXTERIOR WYTHE OF BRICK MASONRY AT A DISTANCE OF 3'-0"

IN EACH DIRECTION FROM VISIBLE CRACKING, RECONSTRUCT AREA

WITH BRICK AND MORTAR TO MATCH EXISTING.

02 REPOINT DETERIORATED MORTAR TO MATCH EXISTING.

03 REMOVE ANY EXISTING SEALANT AT JOINTS. REMOVE MIN 3 COURSES

OF THE EXTERIOR WYTHE OF BRICK MASONRY ABOVE THE RELIEVING

ANGLE TO COMPLETELY EXPOSE THE DETERIORATED SECTION. AT NON

WINDOW LOCATIONS, REMOVE THE SAME AMOUNT OF BRICK MASONRY

FROM BELOW THE ANGLE. CLEAN OR REPLACE THE DETERIORATED

SECTION OF RELIEVING ANGLE. INSTALL NEW METAL FLASHING TO

PROTECT ANGLE. REINSTALL BRICK MASONRY WITH WEEPS AS

REQUIRED. PROVIDE SEALANT AND GAPS AT JOINTS TO ACCOMODATE

MOVEMENT AS REQUIRED.

04 SANDBLAST AREA TO REMOVE EFFLORESCENCE, STREAKS, AND STAINS.

05 REPLACE SEALANT. SEALANT REPLACEMENT WILL CONSIST OF CUTTING

OUT THE EXISTING SEALANT JOINTS AND REPLACING EITHER WITH NEW

SEALANT OR MORTAR.

06 REPAIR CRACK OR SPALL ON CONCRETE WALL.

07 WINDOW REPLACEMENT(TYPICAL ALL WINDOWS).

09 REPAIR SPALL ON THE CONCRETE WALL AND RECONSTRUCT BASE OF

WALL FLASHING. SEE DETAIL 21/A.P1.43 AND 41/A.P1.43.

10 REMOVE CURTAIN WALL SYSTEM, STOREFRONT DOOR AND ASSOCIATED

APPURTENANCES. SEE WALL SECTION 42/A.P2.41

11 CLEAN UP DESTROYED WINDOW SILL AREA FOR REPAIRING CONCRETE

WINDOW SILL.

12 REMOVE GLASS BLOCK WINDOW.

13 REMOVE AND SALVAGE LOUVER FOR REINSTALLATION AT SAME

LOCATION.

14 REPAIR OR REPLACE LIMESTONE COPING SECTIONS OF THE DAMAGE

AREA.

15 RESET THE CORNER STONE AND INSTALL FLASHING UNDERNEATH IT.

16 EXISTING WINDOW TO REMAIN.

17 REPAIR OR REPLACE METAL COPING AS REQUIRED.

18 EXISTING GLASS BLOCK TO REMAIN.

19 INVESTIGATE BACKUP CONSTRUCTION TO IDENTIFY ANY CORRODED

SECOND FLOOR

23' - 0"

BASEMENT

0' - 0"

THIRD FLOOR

34' - 0"

N1P1R1S1T1V1

T.O. COPING

49' - 8 1/2"

05 04

A.P2.41

ELEVATION DEMO NOTES

A. ALL DOORS, INCLUDING ROLL UP COILING DOORS ARE EXISTING TO

REMAIN UNLESS INDICATED OTHERWISE.

B. REMOVE INDICATED (DASH LINES) WINDOWS AND ASSOCIATED

HARDWARES.

C. EXTENSIVE CRACKS SHOWN FOR REFERENCE. APPROXIMATE

LENGTH OF CRACKS INDICATED.

D. REMOVE AND SALVAGE STONE PANEL FOR REINSATLLING STONE

PANEL.

E. ALL LOUVERS AND DOORS SHALL BE EXISTING TO REMAIN UNLESS

OTHERWISE INDICATED.

WORK ITEM 01 -

FACE BRICK

WORK ITEM 02 -

MORTAR REPAIRS

WORK ITEM 03 -

RELIEVING ANGLE

REPAIRS

WORK ITEM 06 -

CONCRETE REPAIRS

(CRACK)

WORK ITEM 06 -

CONCRETE REPAIRS

(SPALL)

REPAIR LEGEND:

WORK ITEM 04 -

REMOVE STREAK/STAIN

WORK ITEM 05 -

REPLACE SEALANT

N1

AREA A

NORTH WING

ELEVATION KEY PLAN

WEST ELEVATION

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

KC

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

RW

GL

XL/AS/NT 09-30-20

09-30-20 100% DESIGN SUBMISSION

A.P2.24DEMO BUILDING

ELEVATIONS - PHASE 2

AREA A

NATIONAL CENTER FOR AGRICULTURAL

UTILIZATION RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

BUILDING 1: REPAIR BUILDING EXTERIOR ENVELOPE

LSY PROJECT NUMBER: 18032.02

1/4" = 1'-0"A.P2.24

WEST ELEVATION - PHASE 2 AREA A41

WORK ITEMS: (TYPICAL )X

01 REMOVE EXTERIOR WYTHE OF BRICK MASONRY AT A DISTANCE OF 3'-0"

IN EACH DIRECTION FROM VISIBLE CRACKING, RECONSTRUCT AREA

WITH BRICK AND MORTAR TO MATCH EXISTING.

02 REPOINT DETERIORATED MORTAR TO MATCH EXISTING.

03 REMOVE ANY EXISTING SEALANT AT JOINTS. REMOVE MIN 3 COURSES

OF THE EXTERIOR WYTHE OF BRICK MASONRY ABOVE THE RELIEVING

ANGLE TO COMPLETELY EXPOSE THE DETERIORATED SECTION. AT NON

WINDOW LOCATIONS, REMOVE THE SAME AMOUNT OF BRICK MASONRY

FROM BELOW THE ANGLE. CLEAN OR REPLACE THE DETERIORATED

SECTION OF RELIEVING ANGLE. INSTALL NEW METAL FLASHING TO

PROTECT ANGLE. REINSTALL BRICK MASONRY WITH WEEPS AS

REQUIRED. PROVIDE SEALANT AND GAPS AT JOINTS TO ACCOMODATE

MOVEMENT AS REQUIRED.

04 SANDBLAST AREA TO REMOVE EFFLORESCENCE, STREAKS, AND STAINS.

05 REPLACE SEALANT. SEALANT REPLACEMENT WILL CONSIST OF CUTTING

OUT THE EXISTING SEALANT JOINTS AND REPLACING EITHER WITH NEW

SEALANT OR MORTAR.

06 REPAIR CRACK OR SPALL ON CONCRETE WALL.

07 WINDOW REPLACEMENT(TYPICAL ALL WINDOWS).

09 REPAIR SPALL ON THE CONCRETE WALL AND RECONSTRUCT BASE OF

WALL FLASHING. SEE DETAIL 21/A.P1.43 AND 41/A.P1.43.

10 REMOVE CURTAIN WALL SYSTEM, STOREFRONT DOOR AND ASSOCIATED

APPURTENANCES. SEE WALL SECTION 42/A.P2.41

11 CLEAN UP DESTROYED WINDOW SILL AREA FOR REPAIRING CONCRETE

WINDOW SILL.

12 REMOVE GLASS BLOCK WINDOW.

13 REMOVE AND SALVAGE LOUVER FOR REINSTALLATION AT SAME

LOCATION.

14 REPAIR OR REPLACE LIMESTONE COPING SECTIONS OF THE DAMAGE

AREA.

15 RESET THE CORNER STONE AND INSTALL FLASHING UNDERNEATH IT.

16 EXISTING WINDOW TO REMAIN.

17 REPAIR OR REPLACE METAL COPING AS REQUIRED.

18 EXISTING GLASS BLOCK TO REMAIN.

19 INVESTIGATE BACKUP CONSTRUCTION TO IDENTIFY ANY CORRODED

SECOND FLOOR

23' - 0"

BASEMENT

0' - 0"

THIRD FLOOR

34' - 0"

11121314151617

T.O. COPING

49' - 8 1/2"

06 06

A.P2.41

SIM.

N N

N N

N N

S S

N

N

N

N

N

N

N

N

N

N

N

N

S

A.P2.43

A.P2.43

A.P2.43

A.P2.44

A.P2.44

WORK ITEM 01 -

FACE BRICK

WORK ITEM 02 -

MORTAR REPAIRS

WORK ITEM 03 -

RELIEVING ANGLE

REPAIRS

WORK ITEM 06 -

CONCRETE REPAIRS

(CRACK)

WORK ITEM 06 -

CONCRETE REPAIRS

(SPALL)

REPAIR LEGEND:

WORK ITEM 04 -

REMOVE STREAK/STAIN

WORK ITEM 05 -

REPLACE SEALANT

ELEVATION KEY PLAN

AREA C

ELEVATION GENERAL NOTES

A. INSTALL ALL NEW WINDOW SYSTEM AND ASSOCIATED HARDWARES.

B. REINSTALL STONE PANEL AT SAME LOCATIONS.

C. RE-PAINT EXPOSED EXTERIOR CONCRETE FOUNDATION WALL AT ALL

LOCATIONS.

D. ALL LOUVERS AND DOORS SHALL BE EXISTING TO REMAIN UNLESS

OTHERWISE INDICATED.

E. PRIOR TO INSTALLING NEW FACE BRICK, INVESTIGATE BACKUP

CONSTRUCTION TO IDENTIFY ANY CORRODED EMBEDDED STEEL. IF

CORROSSION IS OBSERVED, REPAIR SHOULD INCLUDE CLEANING

AND PROTECTING THE EMBEDDED STEEL. SEE ELEVATIONS.

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

KC

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

RW

GL

XL/AS/NT 09-30-20

09-30-20 100% DESIGN SUBMISSION

A.P2.31NEW WORK BUILDING

ELEVATIONS - PHASE 2

AREA C

NATIONAL CENTER FOR AGRICULTURAL

UTILIZATION RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

BUILDING 1: REPAIR BUILDING EXTERIOR ENVELOPE

LSY PROJECT NUMBER: 18032.02

WORK ITEMS: (TYPICAL )X

1/4" = 1'-0"A.P2.31

NORTH ELEVATION - PHASE 2 AREA C - NEW WORK41

01 REMOVE EXTERIOR WYTHE OF BRICK MASONRY AT A DISTANCE OF 3'-0"

IN EACH DIRECTION FROM VISIBLE CRACKING, RECONSTRUCT AREA

WITH BRICK AND MORTAR TO MATCH EXISTING.

02 REPOINT DETERIORATED MORTAR TO MATCH EXISTING.

03 REMOVE ANY EXISTING SEALANT AT JOINTS. REMOVE MIN 3 COURSES

OF THE EXTERIOR WYTHE OF BRICK MASONRY ABOVE THE RELIEVING

ANGLE TO COMPLETELY EXPOSE THE DETERIORATED SECTION. AT NON

WINDOW LOCATIONS, REMOVE THE SAME AMOUNT OF BRICK MASONRY

FROM BELOW THE ANGLE. CLEAN OR REPLACE THE DETERIORATED

SECTION OF RELIEVING ANGLE. INSTALL NEW METAL FLASHING TO

PROTECT ANGLE. REINSTALL BRICK MASONRY WITH WEEPS AS

REQUIRED. PROVIDE SEALANT AND GAPS AT JOINTS TO ACCOMODATE

MOVEMENT AS REQUIRED.

04 SANDBLAST AREA TO REMOVE EFFLORESCENCE, STREAKS, AND

STAINS.

05 REPLACE SEALANT. SEALANT REPLACEMENT WILL CONSIST OF CUTTING

OUT THE EXISTING SEALANT JOINTS AND REPLACING EITHER WITH NEW

SEALANT OR MORTAR.

06 REPAIR CRACK OR SPALL ON CONCRETE WALL.

07 WINDOW REPLACEMENT(TYPICAL ALL WINDOWS).

08 INSTALL NEW CURTAIN WALL SYSTEM W/ STOREFRONT DOOR. SPACING

OF MULLIONS VERTICALLY AND HORIZONTALLY TO MATCH EXISTING.

09 REPAIR SPALL ON THE CONCRETE WALL. SEE DETAIL 21/A.P1.42 AND

41/A.P1.42.

10 PRIOR TO INSTALLING NEW FACE BRICK, INVESTIGATE BACKUP

CONSTRUCTION TO IDENTIFY ANY CORRODED EMBEDDED STEEL. IF

CORROSION IS OBSERVED, REPAIR SHOULD INCLUDE CLEANING AND

PROTECTING THE EMBEDDED STEEL.

11 INSTALL GLASS BLOCK WINDOW.

12 REINSTALL SALVAGED LOUVER.

13 REPAIR CONCRETE WINDOW SILL.

14 REPLACE OE REPAIR LIMESTONE COPING SECTIONS OF THE DAMAGE

AREA.

15 RESET THE CORNER STONE, AND INSTALL FLASHING UNDERNEATH IT.

16 EXISTING WINDOW TO REMAIN. TO MAKE MINIMUM IMPACT ON THE

FRONT ENTRANCE ELEVATION, REPLACE OR REPAIR SEALANT AND

GASKET, AND CLEAN FOR WINDOW AND FRAME AS REQUIRED.

17 REPLACE OR REPAIR THE METAL COPING TO MATCH EXISTING AS

REQUIRED.

X

N-R1

X

N-R1

X

N-R1

X

N-R1

X

N-R1

X N-R1

X

N-R1 x

N-R1 x

N-R1 x

N-R1 x

N-R1 x

N-R1

X

N-R1 X X

N-R1 N-R1

X S-R1 x S-R1

X

S-R1

X

N-R1

X

N-R1

X

N-R1

SECOND FLOOR

23' - 0"

BASEMENT

0' - 0"

THIRD FLOOR

34' - 0"

567891011

T.O. COPING

49' - 8 1/2"

06 06 06

N N N N N N

N N N N N N

N N N N N N

S S S S

S

A.P2.43

A.P2.43

A.P2.43

A.P2.43

A.P2.43

A.P2.43

A.P2.43

A.P2.43

A.P2.44

WORK ITEM 01 -

FACE BRICK

WORK ITEM 02 -

MORTAR REPAIRS

WORK ITEM 03 -

RELIEVING ANGLE

REPAIRS

WORK ITEM 06 -

CONCRETE REPAIRS

(CRACK)

WORK ITEM 06 -

CONCRETE REPAIRS

(SPALL)

REPAIR LEGEND:

WORK ITEM 04 -

REMOVE STREAK/STAIN

WORK ITEM 05 -

REPLACE SEALANT

11 5

AREA B

ELEVATION KEY PLAN

ELEVATION GENERAL NOTES

A. INSTALL ALL NEW WINDOW SYSTEM AND ASSOCIATED HARDWARES.

B. REINSTALL STONE PANEL AT SAME LOCATIONS.

C. RE-PAINT EXPOSED EXTERIOR CONCRETE FOUNDATION WALL AT ALL

LOCATIONS.

D. ALL LOUVERS AND DOORS SHALL BE EXISTING TO REMAIN UNLESS

OTHERWISE INDICATED.

E. PRIOR TO INSTALLING NEW FACE BRICK, INVESTIGATE BACKUP

CONSTRUCTION TO IDENTIFY ANY CORRODED EMBEDDED STEEL. IF

CORROSSION IS OBSERVED, REPAIR SHOULD INCLUDE CLEANING

AND PROTECTING THE EMBEDDED STEEL. SEE ELEVATIONS.

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

KC

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

RW

GL

XL/AS/NT 09-30-20

09-30-20 100% DESIGN SUBMISSION

A.P2.32NEW WORK BUILDING

ELEVATIONS - PHASE 2

AREA B

NATIONAL CENTER FOR AGRICULTURAL

UTILIZATION RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

BUILDING 1: REPAIR BUILDING EXTERIOR ENVELOPE

LSY PROJECT NUMBER: 18032.02

WORK ITEMS: (TYPICAL )X

1/4" = 1'-0"A.P2.32

NORTH ELEVATION - PHASE 2 AREA B - NEW WORK41

01 REMOVE EXTERIOR WYTHE OF BRICK MASONRY AT A DISTANCE OF 3'-0"

IN EACH DIRECTION FROM VISIBLE CRACKING, RECONSTRUCT AREA

WITH BRICK AND MORTAR TO MATCH EXISTING.

02 REPOINT DETERIORATED MORTAR TO MATCH EXISTING.

03 REMOVE ANY EXISTING SEALANT AT JOINTS. REMOVE MIN 3 COURSES

OF THE EXTERIOR WYTHE OF BRICK MASONRY ABOVE THE RELIEVING

ANGLE TO COMPLETELY EXPOSE THE DETERIORATED SECTION. AT NON

WINDOW LOCATIONS, REMOVE THE SAME AMOUNT OF BRICK MASONRY

FROM BELOW THE ANGLE. CLEAN OR REPLACE THE DETERIORATED

SECTION OF RELIEVING ANGLE. INSTALL NEW METAL FLASHING TO

PROTECT ANGLE. REINSTALL BRICK MASONRY WITH WEEPS AS

REQUIRED. PROVIDE SEALANT AND GAPS AT JOINTS TO ACCOMODATE

MOVEMENT AS REQUIRED.

04 SANDBLAST AREA TO REMOVE EFFLORESCENCE, STREAKS, AND

STAINS.

05 REPLACE SEALANT. SEALANT REPLACEMENT WILL CONSIST OF CUTTING

OUT THE EXISTING SEALANT JOINTS AND REPLACING EITHER WITH NEW

SEALANT OR MORTAR.

06 REPAIR CRACK OR SPALL ON CONCRETE WALL.

07 WINDOW REPLACEMENT(TYPICAL ALL WINDOWS).

08 INSTALL NEW CURTAIN WALL SYSTEM W/ STOREFRONT DOOR. SPACING

OF MULLIONS VERTICALLY AND HORIZONTALLY TO MATCH EXISTING.

09 REPAIR SPALL ON THE CONCRETE WALL. SEE DETAIL 21/A.P1.42 AND

41/A.P1.42.

10 PRIOR TO INSTALLING NEW FACE BRICK, INVESTIGATE BACKUP

CONSTRUCTION TO IDENTIFY ANY CORRODED EMBEDDED STEEL. IF

CORROSION IS OBSERVED, REPAIR SHOULD INCLUDE CLEANING AND

PROTECTING THE EMBEDDED STEEL.

11 INSTALL GLASS BLOCK WINDOW.

12 REINSTALL SALVAGED LOUVER.

13 REPAIR CONCRETE WINDOW SILL.

14 REPLACE OE REPAIR LIMESTONE COPING SECTIONS OF THE DAMAGE

AREA.

15 RESET THE CORNER STONE, AND INSTALL FLASHING UNDERNEATH IT.

16 EXISTING WINDOW TO REMAIN. TO MAKE MINIMUM IMPACT ON THE

FRONT ENTRANCE ELEVATION, REPLACE OR REPAIR SEALANT AND

GASKET, AND CLEAN FOR WINDOW AND FRAME AS REQUIRED.

17 REPLACE OR REPAIR THE METAL COPING TO MATCH EXISTING AS

REQUIRED.

X

N-R1

X

N-R1

X

N-R1

X

N-R1

X

N-R1

X

N-R1

X

N-R1

X

N-R1

X

N-R1

X

N-R1

X

N-R1

X

N-R1

X

N-R1

X

N-R1

X

N-R1

X S-R1

X S-R1

X S-R1

X S-R1

X S-R1

X

N-R1

X N-R1

N-R1

SECOND FLOOR

23' - 0"

BASEMENT

0' - 0"

THIRD FLOOR

34' - 0"

12345 .80 .60 .40 .10

T.O. COPING

49' - 8 1/2"

06 06

04 04

06 06 06

A.P2.41

SIM.

N N B

N N N B

N N N B

S Q

N

A.P2.43

12 12 12

A.P2.43

A.P2.43

A.P2.43

SIM.

A.P2.41

A.P2.43

A.P2.43

A.P2.44

A.P2.44

WORK ITEM 01 -

FACE BRICK

WORK ITEM 02 -

MORTAR REPAIRS

WORK ITEM 03 -

RELIEVING ANGLE

REPAIRS

WORK ITEM 06 -

CONCRETE REPAIRS

(CRACK)

WORK ITEM 06 -

CONCRETE REPAIRS

(SPALL)

REPAIR LEGEND:

WORK ITEM 04 -

REMOVE STREAK/STAIN

WORK ITEM 05 -

REPLACE SEALANT

AREA A

ELEVATION KEY PLAN

ELEVATION GENERAL NOTES

A. INSTALL ALL NEW WINDOW SYSTEM AND ASSOCIATED HARDWARES.

B. REINSTALL STONE PANEL AT SAME LOCATIONS.

C. RE-PAINT EXPOSED EXTERIOR CONCRETE FOUNDATION WALL AT ALL

LOCATIONS.

D. ALL LOUVERS AND DOORS SHALL BE EXISTING TO REMAIN UNLESS

OTHERWISE INDICATED.

E. PRIOR TO INSTALLING NEW FACE BRICK, INVESTIGATE BACKUP

CONSTRUCTION TO IDENTIFY ANY CORRODED EMBEDDED STEEL. IF

CORROSSION IS OBSERVED, REPAIR SHOULD INCLUDE CLEANING

AND PROTECTING THE EMBEDDED STEEL. SEE ELEVATIONS.

U

S

D

A

-- USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural Research Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

KC

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

RW

GL

XL/AS/NT 09-30-20

09-30-20 100% DESIGN SUBMISSION

A.P2.33NEW WORK BUILDING

ELEVATIONS - PHASE 2

AREA A

NATIONAL CENTER FOR AGRICULTURAL

UTILIZATION RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

BUILDING 1: REPAIR BUILDING EXTERIOR ENVELOPE

LSY PROJECT NUMBER: 18032.02

WORK ITEMS: (TYPICAL )X

1/4" = 1'-0"A.P2.33

NORTH ELEVATION - PHASE 2 AREA A - NEW WORK41

01 REMOVE EXTERIOR WYTHE OF BRICK MASONRY AT A DISTANCE OF 3'-0"

IN EACH DIRECTION FROM VISIBLE CRACKING, RECONSTRUCT AREA

WITH BRICK AND MORTAR TO MATCH EXISTING.

02 REPOINT DETERIORATED MORTAR TO MATCH EXISTING.

03 REMOVE ANY EXISTING SEALANT AT JOINTS. REMOVE MIN 3 COURSES

OF THE EXTERIOR WYTHE OF BRICK MASONRY ABOVE THE RELIEVING

ANGLE TO COMPLETELY EXPOSE THE DETERIORATED SECTION. AT NON

WINDOW LOCATIONS, REMOVE THE SAME AMOUNT OF BRICK MASONRY

FROM BELOW THE ANGLE. CLEAN OR REPLACE THE DETERIORATED

SECTION OF RELIEVING ANGLE. INSTALL NEW METAL FLASHING TO

PROTECT ANGLE. REINSTALL BRICK MASONRY WITH WEEPS AS

REQUIRED. PROVIDE SEALANT AND GAPS AT JOINTS TO ACCOMODATE

MOVEMENT AS REQUIRED.

04 SANDBLAST AREA TO REMOVE EFFLORESCENCE, STREAKS, AND

STAINS.

05 REPLACE SEALANT. SEALANT REPLACEMENT WILL CONSIST OF CUTTING

OUT THE EXISTING SEALANT JOINTS AND REPLACING EITHER WITH NEW

SEALANT OR MORTAR.

06 REPAIR CRACK OR SPALL ON CONCRETE WALL.

07 WINDOW REPLACEMENT(TYPICAL ALL WINDOWS).

08 INSTALL NEW CURTAIN WALL SYSTEM W/ STOREFRONT DOOR. SPACING

OF MULLIONS VERTICALLY AND HORIZONTALLY TO MATCH EXISTING.

09 REPAIR SPALL ON THE CONCRETE WALL. SEE DETAIL 21/A.P1.42 AND

41/A.P1.42.

10 PRIOR TO INSTALLING NEW FACE BRICK, INVESTIGATE BACKUP

CONSTRUCTION TO IDENTIFY ANY CORRODED EMBEDDED STEEL. IF

CORROSION IS OBSERVED, REPAIR SHOULD INCLUDE CLEANING AND

PROTECTING THE EMBEDDED STEEL.

11 INSTALL GLASS BLOCK WINDOW.

12 REINSTALL SALVAGED LOUVER.

13 REPAIR CONCRETE WINDOW SILL.

14 REPLACE OE REPAIR LIMESTONE COPING SECTIONS OF THE DAMAGE

AREA.

15 RESET THE CORNER STONE, AND INSTALL FLASHING UNDERNEATH IT.

16 EXISTING WINDOW TO REMAIN. TO MAKE MINIMUM IMPACT ON THE

FRONT ENTRANCE ELEVATION, REPLACE OR REPAIR SEALANT AND

GASKET, AND CLEAN FOR WINDOW AND FRAME AS REQUIRED.

17 REPLACE OR REPAIR THE METAL COPING TO MATCH EXISTING AS

REQUIRED.

X

N-R1

X

N-R1

X

N-R1

X

X

N-R1

X

N-R1

X

N-R1

X

B-R1

B-R1

X

N-R1

X

N-R1

X

N-R1

X

B-R1

X S-R1

Q-R1

SECOND FLOOR

23' - 0"

BASEMENT

0' - 0"

THIRD FLOOR

34' - 0"

N1P1R1S1T1V1

T.O. COPING

49' - 8 1/2"

05 04

B

B

B

Q

A.P2.41

A.P2.45

A.P2.41

B B

B B

B B

A.P2.44

A.P2.44

WORK ITEM 01 -

FACE BRICK

WORK ITEM 02 -

MORTAR REPAIRS

WORK ITEM 03 -

RELIEVING ANGLE

REPAIRS

WORK ITEM 06 -

CONCRETE REPAIRS

(CRACK)

WORK ITEM 06 -

CONCRETE REPAIRS

(SPALL)

REPAIR LEGEND:

WORK ITEM 04 -

REMOVE STREAK/STAIN

WORK ITEM 05 -

REPLACE SEALANT

N1

AREA A

NORTH WING