8. Drawings-Bldg 1-Ext Envel-Ph 6.pdf
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- Attached to
- Exterior Building Repairs Federal contract opportunity
- Solicitation number
- 12505B22R0015
About this file
This solicitation is for exterior building repairs located in Peoria, Illinois. The United States Department of Agriculture Agricultural Research Service is seeking proposals for repairs through solicitation 12505B22R0015. The requirement is set aside totally for women-owned small businesses with a NAICS code of 236220 and size standard of $39.5 million. The period of performance is 120 days from notice to proceed. Site visits are scheduled for June 14th and 15th with registration required by June 13th. Questions are due by June 21st and must be submitted in writing. Interested parties must be registered in SAM. The estimated magnitude of construction is between $500,000 and $1 million.
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Building 1: Repair Building Exterior Envelope – Phase 6 National Center of Agricultural Utilization Research (NCAUR) USDA-ARS, Peoria, IL
Project Drawings
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 and Sheet A.P6.10 of the Project Drawings for the multiple phases.
2. This project will be for the repairs / improvements of Phase 6 only.
3. See Sheet G-001, the drawings for Phase 6 are:
G-001, G-002, G-003, G-004 A.P6.10 through A.P6.43 A-601
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.P7.31 NEW WORK BUILDING ELEVATIONS - PHASE 7
AREA A
A.P7.32 NEW WORK BUILDING ELEVATIONS - PHASE 7
AREA A
A.P7.33 NEW WORK BUILDING ELEVATIONS - PHASE 7
AREA B
A.P7.34 NEW WORK BUILDING ELEVATIONS - PHASE 7
AREA C
A.P7.41 WALL SECTIONS
A.P7.42 TYPICAL DETAILS
A.P7.43 WINDOW DETAILS
A.601 SCHEDULE
Sheet Number Sheet Name
A.P6.35 NEW WORK BUILDING ELEVATIONS - PHASE 6
AREA C
A.P6.36 NEW WORK BUILDING ELEVATIONS - PHASE 6
AREA D
A.P6.41 WALL SECTIONS
A.P6.42 TYPICAL DETAILS
A.P6.43 WINDOW DETAILS
A.P7.10 PHASE 7 KEY PLAN
A.P7.11 FLOOR PLANS - PHASE 7 AREA A
A.P7.12 FLOOR PLANS - PHASE 7 AREA B
A.P7.13 FLOOR PLANS - PHASE 7 AREA C
A.P7.21 DEMO BUILDING ELEVATIONS - PHASE 7
AREA A
A.P7.22 DEMO BUILDING ELEVATIONS - PHASE 7
AREA A
A.P7.23 DEMO BUILDING ELEVATIONS - PHASE 7
AREA B
A.P7.24 DEMO BUILDING ELEVATIONS - PHASE 7
AREA C
Sheet Number Sheet Name
A.P5.23 DEMO BUILDING ELEVATIONS - PHASE 5
AREA C
A.P5.24 DEMO BUILDING ELEVATIONS - PHASE 5
AREA C
A.P5.31 NEW WORK BUILDING ELEVATIONS - PHASE 5
AREA A
A.P5.32 NEW WORK BUILDING ELEVATIONS - PHASE 5
AREA B
A.P5.33 NEW WORK BUILDING ELEVATIONS - PHASE 5
AREA C
A.P5.34 NEW WORK BUILDING ELEVATIONS - PHASE 5
AREA C
A.P5.41 WALL SECTIONS
A.P5.42 TYPICAL DETAILS
A.P5.43 WINDOW DETAILS
A.P6.10 PHASE 6 KEY PLAN
A.P6.11 FLOOR PLANS - PHASE 6 AREA A
A.P6.12 FLOOR PLANS - PHASE 6 AREA B
A.P6.13 FLOOR PLANS - PHASE 6 AREA C
A.P6.14 FLOOR PLANS - PHASE 6 AREA D
A.P6.21 DEMO BUILDING ELEVATIONS - PHASE 6
AREA A
A.P6.22 DEMO BUILDING ELEVATIONS - PHASE 6
AREA A
A.P6.23 DEMO BUILDING ELEVATIONS - PHASE 6
AREA A
A.P6.24 DEMO BUILDING ELEVATIONS - PHASE 6
AREA B
A.P6.25 DEMO BUILDING ELEVATIONS - PHASE 6
AREA C
A.P6.26 DEMO BUILDING ELEVATIONS - PHASE 6
AREA D
A.P6.31 NEW WORK BUILDING ELEVATIONS - PHASE 6
AREA A
A.P6.32 NEW WORK BUILDING ELEVATIONS - PHASE 6
AREA A
A.P6.33 NEW WORK BUILDING ELEVATIONS - PHASE 6
AREA A
A.P6.34 NEW WORK BUILDING ELEVATIONS - PHASE 6
AREA B
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
A.P5.10 PHASE 5 KEY PLAN
A.P5.11 FLOOR PLANS - PHASE 5 AREA A
A.P5.12 FLOOR PLANS - PHASE 5 AREA B
A.P5.13 FLOOR PLANS - PHASE 5 AREA C
A.P5.21 DEMO BUILDING ELEVATIONS - PHASE 5
AREA A
A.P5.22 DEMO BUILDING ELEVATIONS - PHASE 5
AREA B
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.P1.10 PHASE 1 KEY PLAN
A.P1.11 FLOOR PLANS - AREA A
A.P1.12 FLOOR PLANS - AREA B
A.P1.13 FLOOR PLANS - AREA C
A.P1.14 FLOOR PLANS - AREA D
A.P1.22 DEMO BUILDING ELEVATIONS - AREA A
A.P1.21 DEMO BUILDING ELEVATIONS - AREA A
A.P1.23 DEMO BUILDING ELEVATIONS - AREA B
A.P1.24 DEMO BUILDING ELEVATIONS - AREA C
A.P1.25 DEMO BUILDING ELEVATIONS - AREA D
A.P1.26 DEMO BUILDING ELEVATIONS - AREA D
A.P1.31 NEW WORK BUILDING ELEVATIONS - AREA A
A.P1.32 NEW WORK BUILDING ELEVATIONS - AREA A
A.P1.33 NEW WORK BUILDING ELEVATIONS - AREA B
A.P1.34 NEW WORK BUILDING ELEVATIONS - AREA C
A.P1.35 NEW WORK BUILDING ELEVATIONS - AREA D
A.P1.36 NEW WORK BUILDING ELEVATIONS - AREA D
A.P1.41 WALL SECTIONS
A.P1.42 TYPICAL DETAILS
A.P1.43 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
P H
A S
E
PHASE 2
PHASE 3
PHASE 4
PHASE 5
PHASE 6
PHASE 7
AREA A
AREA B AREA DAREA 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.P6.10PHASE 6 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.P6.10
PHASE 6 KEY PLAN31
GG1
JJ1
KK1
MM1
1S
HH1
LL1
A
R E
A B
A R
E A
A
A.P6.22 41
A.P6.21
A.P6.23
A.P6.31
A.P6.32 41
A.P6.33
A.P6.23
NEW WORKDEMO
A.P6.22 41
NEW WORK
DEMO
NEW WORK
A.P6.21
DEMO
E
TR
E
TR
GG1
JJ1
KK1
MM1
1S
HH1
LL1
A.P6.22 41
A.P6.21
A.P6.23
A R
E A
B
A R
E A
A
A.P6.31
A.P6.32 41
A.P6.33
A.P6.23
NEW WORKDEMO
A.P6.22 41
NEW WORK
DEMO
NEW WORK
A.P6.21
DEMO
01 01
04 02 01 04 02
USDA BLDG 1 KEY PLAN
PHASE 6
A R
E A
A AREA CAREA B AREA D
GG1
JJ1
KK1
MM1
1S
HH1
LL1
011717
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
LOUVER, ETR
ROLL-UP DOOR, ETR 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.P6.11FLOOR PLANS - PHASE
6 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
1/8" = 1'-0"A.P6.11
BASEMENT PHASE 6 AREA A21
N
1/8" = 1'-0"A.P6.11
TYPICAL FLOOR PLAN - PHASE 6 AREA A23
1/8" = 1'-0"A.P6.11
ROOF PLAN PHASE 6 AREA A24
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.
INTERIOR ITEM
KK1
1S 2S 3S 5S 6S4S
HH1
A.P6.24
A R
E A
B
A R
E A
A
A R
E A
B
A R
E A
C
A.P6.34
A.P6.24
NEW WORK DEMO
04 04 04
E
TR
GG1
JJ1
KK1
1S 2S 3S 5S 6S4S
HH1
A.P6.24
A R
E A
B
A R
E A
A
A R
E A
B
A R
E A
C
A.P6.34
A.P6.24
NEW WORK DEMO
RM # 2319A
RM # 1327
RM # 1327
GG1
JJ1
KK1
1S 2S 3S 5S 6S4S
HH1
A.P6.24
A R
E A
B
A R
E A
A
A R
E A
B
A R
E A
C
A.P6.34
A.P6.24
NEW WORK DEMO
USDA BLDG 1 KEY PLAN
PHASE 6
A R
E A
A AREA CAREA B AREA D
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
LOUVER, ETR
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.P6.12FLOOR PLANS - PHASE
6 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
N
1/8" = 1'-0"A.P6.12
BASEMENT PHASE 6 AREA B21
1/8" = 1'-0"A.P6.12
TYPICAL FLOOR PLAN - PHASE 6 AREA B23
1/8" = 1'-0"A.P6.12
ROOF PLAN PHASE 6 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.
INTERIOR ITEM
KK1
6S 7S 8S 9S 10S 11S
HH1
A.P6.25
A R
E A
B
A R
E A
C
A R
E A
D
A R
E A
C
A.P6.35
A.P6.25
DEMO NEW WORK
04 04 04
A.P6.41
GG1
JJ1
KK1
6S 7S 8S 9S 10S 11S
HH1
A.P6.25
A R
E A
B
A R
E A
C
A R
E A
D
A R
E A
C
A.P6.35
A.P6.25
DEMO NEW WORK
A.P6.41
RM # 3311
GG1
JJ1
KK1
6S 7S 8S 9S 10S 11S
HH1
A.P6.25
A R
E A
B
A R
E A
C
A R
E A
D
A R
E A
C
A.P6.35
A.P6.25
DEMO NEW WORK
A.P6.41
USDA BLDG 1 KEY PLAN
PHASE 6
A R
E A
A AREA CAREA B AREA D
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
LOUVER, ETR
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.P6.13FLOOR PLANS - PHASE
6 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
N
1/8" = 1'-0"A.P6.13
BASEMENT PHASE 6 AREA C21
1/8" = 1'-0"A.P6.13
TYPICAL FLOOR PLAN - PHASE 6 AREA C31
1/8" = 1'-0"A.P6.13
ROOF PLAN PHASE 6 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.
INTERIOR ITEM
GG
HH
JJ
KK
GG1
JJ1
KK1
17S11S 12S 13S 14S 15S 16S
HH1
A.P6.26
A R
E A
D
A R
E A
C
A.P6.36
A.P6.26
DEMONEW WORK
19 21
RM # 2311A RM # 3307
RM # 3305
RM # 3301
RM # 3301
GG
HH
JJ
KK
GG1
JJ1
KK1
17S11S 12S 13S 14S 15S 16S
HH1
A.P6.26
A R
E A
D
A R
E A
C
A.P6.36
A.P6.26
DEMONEW WORK
GG
HH
JJ
KK
GG1
JJ1
KK1
17S11S 12S 13S 14S 15S 16S
HH1
A.P6.26
A R
E A
D
A R
E A
C
A.P6.36
A.P6.26
DEMONEW WORK
USDA BLDG 1 KEY PLAN
PHASE 6
A R
E A
A AREA CAREA B AREA D
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
LOUVER, ETR
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.P6.14FLOOR PLANS - PHASE
6 AREA D
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
1/8" = 1'-0"A.P6.14
TYPICAL FLOOR PLAN - PHASE 6 AREA D31
1/8" = 1'-0"A.P6.14
ROOF PLAN PHASE 6 AREA D41
1/8" = 1'-0"A.P6.14
BASEMENT PHASE 6 AREA D21
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.
INTERIOR ITEM
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.
FIRST FLOOR
12' - 0"
SECOND FLOOR
23' - 0"
BASEMENT
0' - 0"
THIRD FLOOR
34' - 0"
01 01
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
1S
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.P6.21DEMO BUILDING
ELEVATIONS - PHASE 6
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.P6.21
SOUTH ELEVATION - PHASE 6 AREA A31
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.
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.
FIRST FLOOR
12' - 0"
SECOND FLOOR
23' - 0"
BASEMENT
0' - 0"
THIRD FLOOR
34' - 0"
GG1 JJ1 KK1 MM1
T.O. COPING
49' - 8 1/2"
HH1 LL1
T.O. PARAPET
59' - 9 1/2"
06 06
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
GG1 MM1
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.P6.22DEMO BUILDING
ELEVATIONS - PHASE 6
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.P6.22
WEST ELEVATION - PHASE 6 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
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
FIRST FLOOR
12' - 0"
SECOND FLOOR
23' - 0"
BASEMENT
0' - 0"
THIRD FLOOR
34' - 0"
T.O. COPING
49' - 8 1/2"
1S
14 14
04 04
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.P6.23DEMO BUILDING
ELEVATIONS - PHASE 6
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.P6.23
NORTH ELEVATION - PHASE 6 AREA A31
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
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.
FIRST FLOOR
12' - 0"
SECOND FLOOR
23' - 0"
BASEMENT
0' - 0"
THIRD FLOOR
34' - 0"
T.O. COPING
49' - 8 1/2"
1S2S3S5S6S 4S
T.O. PARAPET
59' - 9 1/2"
04 04 04
04 04
A.P6.42
TYP.
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 B
ELEVATION KEY PLAN
6S
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.P6.24DEMO BUILDING
ELEVATIONS - PHASE 6
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.P6.24
NORTH ELEVATION - PHASE 6 AREA B41
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
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.
FIRST FLOOR
12' - 0"
SECOND FLOOR
23' - 0"
BASEMENT
0' - 0"
THIRD FLOOR
34' - 0"
T.O. COPING
49' - 8 1/2"
6S7S8S9S10S11S
02 02 02
06 06
06 06
A.P6.42
TYP.
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 C
ELEVATION KEY PLAN
11S 6S
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.P6.25DEMO BUILDING
ELEVATIONS - PHASE 6
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.P6.25
NORTH ELEVATION - PHASE 6 AREA C41
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
FIRST FLOOR
12' - 0"
SECOND FLOOR
23' - 0"
BASEMENT
0' - 0"
THIRD FLOOR
34' - 0"
T.O. COPING
49' - 8 1/2"
11S12S13S14S15S16S
06 06
07 07
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 D
ELEVATION KEY PLAN
11S
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.P6.26DEMO BUILDING
ELEVATIONS - PHASE 6
AREA D
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.P6.26
NORTH ELEVATION - PHASE 6 AREA D41
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…
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