Drawings.pdf

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

-- W. MYERS

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

NATIONAL CENTER FOR AGRICULTURAL UTILIZATION

RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

LSY PROJECT NO. 18032.01

BUILDING 2: REPAIR BUILDING EXTERIOR ENVELOPE

D. MAGEE

A. GAU

G-001COVER SHEET

KC

GL/NT

TW

06/XX/19

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. 18032.01

PEORIA, ILLINOIS

KEY PLANVICINITY MAP

BUILDING 2: REPAIR BUILDING EXTERIOR ENVELOPE

DRAWING INDEX

G-001 COVER SHEET

G-002 SITE PLAN

A-101 GROUND LEVEL PLAN

A-102 MAIN ROOF LEVEL PLAN

A-103 UPPER ROOF PLAN

A-201 BUILDING ELEVATION - NORTH

A-202 BUILDING ELEVATION - SOUTH

A-203 BUILDING ELEVATION - EAST

A-204 BUILDING ELEVATION - WEST

A-501 WALL/PARAPET SECTION DETAILS

A-502 WALL/PARAPET SECTION DETAILS

A-503 WORK ITEM - PLAN DETAILS

A-504 STRUCTURAL REPAIR DETAILS

N

N.T.S

SCOPE OF WORK

REFRIG REFRIGERATOR

REQ REQUIRED

RM ROOM

S SOUTH

SA SOUND ATTENUATION

SAB SOUND ATTENUATION BLANKET

SAL SALVAGE

SCWD SOLID CORE WOOD DOOR

SECT SECTION

SF SQUARE FOOT

SHF SHELF

SHT SHEET

SIM SIMILAR

SK SINK

SM SQUARE METER

SM SMALL

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

VB VINYL BASE

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

L LENGTH

LB POUND

LG LARGE

LP LOW POINT

LU LEG UNIT

M METER

MAG MAGNETIC

MAT MATERIAL

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MED MEDIUM

MET METAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOA MULTI OUTLET ASSEMBLY

MON MONITOR

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

N NITROGEN

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

ORIG ORIGINAL

P POWER RECEPTACLE

PART PARTICLE BOARD

PCST PRECAST

PLAM PLASTIC LAMINATE

PLUMB PLUMBING

PLYWD PLYWOOD

PNL(S) PANEL(S)

PRXR PROXIMITY READER

PT PRESSURE TREATED

PTD PAINT, PAINTED

PTN PARTITION

PWR POWER

RCP REFLECTED CEILING PLAN

REF REFERNECE

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

FAAP FIRE ALARM ANNUCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FAPS FIRE ALARM PULL STATION

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FHC FIRE HOSE CABINET

FL FLASHING

FLR FLOOR

FP FILLER PANEL

FRT FIRE RETARDENT TREATED

FT FOOT, FEET

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFCI GOVERNMENT FURNISHED, CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED, GOVERNMENT INSTALLED

GH GROMMET HOLE

GL GLASS

GOV GOVERNMENT

GWB GYPSUM WALL BOARD

GYP BD GYPSUM WALL BOARD

H HIGH

HB HOSE BIB

HC HANDICAP

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR FILTER

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

ID INSIDE DIAMETER

INSL INSULATION

INST INSTALL(ATION)

INT INTERIOR

KBT KEYBOARD TRAY

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

ATC ACOUSTICAL TILE CEILING

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BOT BOTTOM

BRKT BRACKET

C CENTER LINE

CAB CABINET

CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED

CJ CONTROL JOINT

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

CTRTOP COUNTER TOP

DEMO DEMOLISH, DEMOLITION

DIA DIAMETER

DIM DIMENSION

DMB DRY MARKER BOARD

DN DOWN

DR DOOR

DTL DETAIL

DWG DRAWING(S)

E EAST

EA EACH

EJ EXPANSION JOINT

EL, ELEV ELEVATION

ELEC ELECTRICAL

ABBREVIATIONS: NOTE: ALL ABBREVIATIONS MAY NOT BE USED

PROJECT LOCATION

FINAL TURNOVER - FOR CONSTRUCTION - REV. 06/25/19

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 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. PERFORM EXCESSIVELY NOISY AND DISRUPTIVE CONSTRUCTION TASKS & UTILITY SHUTDOWNS (AS DEFINED BY THE

PROJECT OFFICER) DURING NOISE HOURS (7:00PM - 7:30AM), OR ON WEEKENDS.

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

BOILER HOUSE (BUILDING 2) AND TO MAINTAIN MEANS OF EGRESS FROM BUILDING 2. BUILDING 2 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.

GENERAL NOTES :

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

DOOR NUMBER

X

X

X

X

X

X

X

X X

XXX

AFF

X' - X" CEILING HEIGHT

CLAY TILE

BRICK

CONCRETE

PLYWOOD

WOOD

BLOCKING

SHIM

INSULATION

BATT

RIGID

INSULATION

W. NEBRASKA AVE

N U

N

IV

E R

S

IT

Y S

T

BUILDING 2

(BOILER HOUSE)

BUILDING 1

(N.I.C)

SITE PLAN

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

EXISTING OVERHEAD ROLLING

DOOR; COORDINATE PERIODIC

USE WITH BUILDING OWNER

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

EXISTING PEDESTRIAN EGRESS.

MAINTAIN ACCESS THROUGHOUT

CONSTRUCTION. 3 DOORS ON

SOUTH, SEE SHEET A-101.

EXISTING PEDESTRIAN EGRESS.

MAINTAIN ACCESS THROUGHOUT

CONSTRUCTION.

EXISTING FENCING

TO REMAIN.

BUILDING 5

COMMODITIES STORAGE

BUILDING 4

PROPERTY STORAGE

BUILDING 7

MILLING BLDG

EXISTING FENCING

TO REMAIN.

EXISTING PEDESTRIAN

EGRESS. MAINTAIN ACCESS

THROUGHOUT

CONSTRUCTION.

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

-- W. MYERS

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

NATIONAL CENTER FOR AGRICULTURAL UTILIZATION

RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

LSY PROJECT NO. 18032.01

BUILDING 2: REPAIR BUILDING EXTERIOR ENVELOPE

D. MAGEE

A. GAU

G-002SITE PLAN

KC

GL/NT

TW

04/15/19

SYMBOLS :

MATERIALS :

654321

A

B

K

C

D

E

F

G

H

L

A-203

A-201

A-202

A-204

A-503

A-503

A-503

A-503

A-503

A-503

A-503

A-503

E T R

E T R

E T R

ETR

ETR

ETR

E T R

ETRETR

MAIN BOILER ROOM

SHOWER

& TOILET

ROOM

UP

01 03 01

ETR

M A

IN

T A

IN

A

C C

E S

S

MAINTAIN ACCESS

B U

IL

D

IN

G

S E

M I-

W O

R K

S

(C H

IL

L E

R P

L A

N T

ELECTRICAL

ROOM

STORAGE

ROOMSTORAGE

ROOM

CONTROL

ROOM

STORAGE

ROOM

LOCKER ROOM

BOILER

PUMP ROOM

SIM

SIM

SIM

SIM

A-201

A-503

MAINTAIN ACCESS

ETR

MAINTAIN ACCESS

ETR, MAINTAIN

ACCESS

M A

IN

T A

IN

A

C C

E S

S

ETR

ETR

ETR

MAINTAIN ACCESS

A-503

SIM

05 05

0505 0505

PLAN LEGEND:

WINDOW, ETR

DOOR, ETR

PARTITION, ETR

E T R

ETR

ROLL UP COILING DOOR , ETR

LOUVER, ETR

EXISTING COLUMN AND

PILASTER TO REMAIN

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

-- W. MYERS

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

NATIONAL CENTER FOR AGRICULTURAL UTILIZATION

RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

LSY PROJECT NO. 18032.01

BUILDING 2: REPAIR BUILDING EXTERIOR ENVELOPE

D. MAGEE

A. GAU

A-101GROUND LEVEL PLAN

KC

GL/NT

TW

04/15/19

WORK ITEMS: (TYPICAL )X

X DESIGNATE DEMOLITION ACTIVITY BY ROOM

0'8' 4' 8' 16'

1/8" = 1' - 0"

N

1/8" = 1'-0"A-101

BUILDING 2 - BOILER PLANT - GROUND FLOOR PLAN31

KEY PLAN

SCOPE OF WORK

07 EXISTING CHAIN LINK FENCE TO REMAIN. REMOVE/RE-INSTALL FENCING AS NEEDED FOR PERFORMANCE OF WORK.

08 EXISTING GAS METER TO BE PROTECTED DURING ENTIRE LENGTH OF CONSTRUCTION. ACCESS NEEDS TO BE

MAINTAINED THROUGHOUT LENGTH OF CONSTRUCTION.

09 MAINTAIN ACCESS TO THIS OPENING AT ALL TIMES DURING THE DURATION OF THE PROJECT.

01 CORNER COLUMN REPAIR; REMOVE BRICK AS INDICATED ON DETAILS AND PERFORM REPAIR REQUIRED. RECONSRUCT

EXTERIOR WYTHE OF BRICK MASONRY. SEE DETAILS 21/A-503 AND 11/A-504.

02 WORK ITEM 2 REFERS TO PARAPET REPAIR - NOT SHOWN ON THIS SHEET.

03 WALL COLUMN REPAIR. SEE DETAILS 31/A-503 & 11/A-504.

04 DOOR HEAD REPAIR; INSTALL (3) COURSES NEW FACE BRICK AND METAL FLASHING, SEE DETAIL 21/A-502. REFER TO

ELEVATIONS FOR EXTENT OF CONCRETE REPAIR.

05 CONCRETE REPAIR. SEE ELEVATIONS FOR MORE INFORMATION ON WORK ITEM 05.

06 FACE BRICK REPAIR: SEE ELEVATIONS FOR MORE INFORMATION ON WORK ITEM 06.

ADDITIONAL KEYNOTES: (TYPICAL )X

X DESIGNATE DEMOLITION ACTIVITY BY ROOM

A

K

C

D

E

F

H

L

A-203

A-201

A-202

A-204

A-503

A-503

A-503

A-503

A-503

A-503

A-503

A-503

ETR

ETR

A-503

A-503

A-501

A-501

A-501

UP

RD RD

RD RD

DN

08 08

11 11

02 02 02

01 02 0206

A-503

01 03

A-503

A-503

SIM

SIM

SIM

A-503

SIM

A-503

SIM

PLAN LEGEND:

WINDOW, ETR

DOOR, ETR

PARTITION, ETR

E T R

ETR

ROLL UP COILING DOOR , ETR

LOUVER, ETR

EXISTING COLUMN AND

PILASTER TO REMAIN

4" ROOF DRAIN , ETRRD

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

-- W. MYERS

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

NATIONAL CENTER FOR AGRICULTURAL UTILIZATION

RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

LSY PROJECT NO. 18032.01

BUILDING 2: REPAIR BUILDING EXTERIOR ENVELOPE

D. MAGEE

A. GAU

A-102MAIN ROOF LEVEL PLAN

KC

GL/NT

TW

04/15/19

1/8" = 1'-0"A-102

BUILDING 2 - BOILER PLANT - MAIN ROOF LEVEL PLAN31

WORK ITEMS: (TYPICAL )X

X DESIGNATE DEMOLITION ACTIVITY BY ROOM

0'8' 4' 8' 16'

1/8" = 1' - 0"

N

KEY PLAN

SCOPE OF WORK

08 EXISTING EXTERIOR LIGHT FIXTURE TO REMAIN. SHOULD TEMPORARY REMOVAL / REINSTALLATION BE REQUIRED TO

COMPLETE THE PERFORMANCE OF THE WORK, COORDINATE WITH USDA.

09 EXISTING 10" STACK TO REMAIN.

10 EXISTING ROOF ACCESS LADDER AND CAGE.

11 EXISTING EXHAUST FLUE. COORDINATE WITH USDA FOR TEMPORARY REMOVAL / REINSTALLATION OF FLUE AS

NECESSARY TO PERFORM WORK.

12 EXISTING ROOF HATCH TO REMAIN.

13 EXISTING METAL STAIR. COORDINATE WITH USDA FOR TEMPORARY REMOVAL / REINSTALLATION OF STAIR AND

ASSOCIATED SUPPORTS AS NECESSARY TO PERFORM WORK.

01 CORNER COLUMN REPAIR; REMOVE BRICK AS INDICATED ON DETAILS AND PERFORM REPAIR REQUIRED.

RECONSRUCT EXTERIOR WYTHE OF BRICK MASONRY. SEE DETAILS 21/A-503 AND 11/A-504.

02 PARAPET REPAIR; REMOVE BRICK MASONRY. REFER TO ELEVATIONS FOR EXTENT OF WORK ITEM 02.

03 WALL COLUMN REPAIR. SEE DETAILS 31/A-503 & 11/A-504.

04 WORK ITEM 04 REFERS TO HEAD REPAIR - NOT SHOWN ON THIS SHEET.

05 WORK ITEM 05 REFERS TO CONCRETE REPAIR - NOT SHOWN ON THIS SHEET.

06 FACE BRICK REPAIR; SEE ELEVATIONS FOR MORE INFORMATION ON WORK ITEM 06.

07 EXISTING PLUMBING VENT TO REMAIN.

ADDITIONAL KEYNOTES: (TYPICAL )X

DN

A

B

K

C

D

E

F

G

H

L

A-203

A-201

A-202

A-204

RD RD

RDRD

A-503

SIM

A-503

SIM

A-503

A-503

A-503

A-503

A-503

SIM

SIM

SIM

SIM

SIM

A-503

SIM

PLAN LEGEND:

WINDOW, ETR

DOOR, ETR

PARTITION, ETR

E T R

ETR

ROLL UP COILING DOOR , ETR

LOUVER, ETR

EXISTING COLUMN AND

PILASTER TO REMAIN

4" ROOF DRAIN , ETRRD

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

-- W. MYERS

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

NATIONAL CENTER FOR AGRICULTURAL UTILIZATION

RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

LSY PROJECT NO. 18032.01

BUILDING 2: REPAIR BUILDING EXTERIOR ENVELOPE

D. MAGEE

A. GAU

A-103UPPER ROOF PLAN

KC

GL/NT

TW

04/15/19

1/8" = 1'-0"A-103

BUILDING 2 - BOILER PLANT - UPPER ROOF LEVEL PLAN31

WORK ITEMS: (TYPICAL )X

X DESIGNATE DEMOLITION ACTIVITY BY ROOM

0'8' 4' 8' 16'

1/8" = 1' - 0"

N

KEY PLAN

SCOPE OF WORK

08 NOT USED.

09 EXISTING GALVANIZED ROOF ANCHORS, TO REMAIN.

10 EXISTING METAL STAIR. COORDINATE WITH USDA FOR TEMPORARY REMOVAL / REINSTALLATION OF STAIR

AND ASSOCIATED SUPPORTS AS NECESSARY TO PERFORM WORK.

01 CORNER COLUMN REPAIR; REMOVE BRICK AS INDICATED ON DETAILS AND PERFORM REPAIR REQUIRED.

RECONSRUCT EXTERIOR WYTHE OF BRICK MASONRY. SEE DETAILS 21/A-503 AND 11/A-504.

02 PARAPET REPAIR; REMOVE BRICK MASONRY. REFER TO ELEVATIONS FOR EXTENT OF WORK ITEM 02.

03 WORK ITEM 03 REFERS TO WALL COLUMN REPAIR - NOT SHOWN ON THIS SHEET.

04 WORK ITEM 04 REFERS TO WINDOW/LOUVER/DOOR HEAD REPAIR - NOT SHOWN ON THIS SHEET.

05 WORK ITEM 05 REFERS TO CONCRETE REPAIR - NOT SHOWN ON THIS SHEET.

06 FACE BRICK REPAIR; FACE BRICK REPAIR; SEE ELEVATIONS FOR MORE INFORMATION ON WORK ITEM 06.

07 EXISTING EXHAUST FLUE. COORDINATE WITH USDA FOR TEMPORARY REMOVAL / REINSTALLATION OF FLUE

AS NECESSARY TO PERFORM WORK.

ADDITIONAL KEYNOTES: (TYPICAL )X

6 5 4 3 2 1

LOWER ROOF

17' - 6"

MAIN ROOF

35' - 6"

UPPER ROOF

59' - 0"

GROUND LEVEL

0' - 0"

A-501

A-501

A-501

A-501

050505050505

'-1

'-1

5'-2"

'-6

'-2

'-0

'-1

'-8

'-0

'-6

'-6

Sim

A-201

2'-0" MIN TYP.

2'-0" MIN TYP.

2'-0" MIN TYP.

02 02

01 01

06 06 03

01 01 01

TYP.

TYP.

TYP.

TYP.

3/16" = 1' - 0"

8' 4' 0' 8' 16'

WORK ITEM 01 -

CORNER COLUMNS

APPROX. 400 SF

WORK ITEM 02 -

PARAPETS

APPROX. 586 SF

WORK ITEM 03 - WALL

COLUMNS

APPROX. 150 SF

WORK ITEM 04 -

HEAD REPAIR

APPROX. 6 SF

WORK ITEM 06 -

FACE BRICK

APPROX. 324 SF

WORK ITEM 05 -

CONCRETE REPAIRS

(CRACK)

WORK ITEM 05 -

CONCRETE REPAIRS

(SPALL)

APPROX. 26 SF

REPAIR LEGEND:

APPROXIMATE AREAS INDICATED ON THIS LEGEND, REFER ONLY TO THIS

ELEVATION.

GROUND LEVEL

0' - 0"

ELEVATION GENERAL NOTES

A. ALL EXISTING WINDOWS, LOUVERS, DOORS, AND ROLL UP COILING

DOOR TO REMAIN.

B. CORNER COLUMN REPAIR AREA OF INFLUENCE SHOWN ON BOTH

AFFECTED FACES. TYP.

C. EXTENSIVE CRACKS SHOWN FOR REFERENCE. APPROXIMATE LENGTH

OF CRACKS INDICATED.

D, FOR THE LOCATION OF COLUMN REPAIR, SEE FLOOR PLANS.

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

-- W. MYERS

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

NATIONAL CENTER FOR AGRICULTURAL UTILIZATION

RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

LSY PROJECT NO. 18032.01

BUILDING 2: REPAIR BUILDING EXTERIOR ENVELOPE

D. MAGEE

A. GAU

A-201BUILDING ELEVATION -

NORTH

KC

GL/NT

TW

04/15/19

3/16" = 1'-0"A-201

BUILDING 2 - BOILER PLANT - NORTH ELEVATION31

WORK ITEMS: (TYPICAL )X

X DESIGNATE NEW WORK ACTIVITY BY AREA.

07 REPLACE DAMAGED CAST STONE COPING WITH SIMILAR PROFILE.

08 EXISTING CHAIN LINK FENCE TO REMAIN.

01 CORNER COLUMN REPAIR; REMOVE BRICK AS INDICATED ON DETAILS AND

PERFORM REPAIR REQUIRED. SEE DETAILS 21/A-503 AND 11/A-504.

02 PARAPET REPAIR; REMOVE BRICK MASONRY AT A DISTANCE OF 3FT EACH

DIRECTION FROM VISIBLE CRACK. RECONSTRUCT TO MATCH EXISTING, SEE

DETAILS ON A-501 AND REFER TO ELEVATIONS.

03 WALL COLUMN REPAIR. SEE DETAILS 31/A-503 & 11/A-504.

04 DOOR HEAD REPAIR; INSTALL (3) COURSES NEW FACE BRICK AND METAL

FLASHING, SEE DETAIL 21/A-502. REFER TO ELEVATIONS FOR EXTENT OF

CONCRETE REPAIR.

05 CONCRETE REPAIR; REPAIR CRACK OR SPALL ON CONCRETE WALL, SEE

DETAIL 41/A-504.

06 FACE BRICK REPAIR; REMOVE EXTERIOR WYTHE OF MASONRY AT CRACK

LOCATION AT A DISTANCE OF 3 FT EACH DIRECTION FROM VISIBLE CRACK.

RECONSTRUCT TO MATCH EXISTING.

ADDITIONAL KEYNOTES: (TYPICAL )

X DESIGNATE DEMOLITION ACTIVITY BY ROOM

3/16" = 1'-0"A-201

PART NORTH ELEVATION43

X

17' - 6"

MAIN ROOF

35' - 6"

UPPER ROOF

59' - 0"

GROUND LEVEL

0' - 0"

A-501

A-501

A-501

05 05 05 05 05 05

'-9

'-7

'-4

'-8

'-0

'-0

'-1

'-5

'-5

'-9

'-5

2'-0" MIN TYP. 2'-0" MIN TYP.

2'-0" MIN TYP. 2'-0" MIN TYP.

2'-0" MIN TYP.

01 01

06 03

TYP.

MIN 8"

TYP.

MIN. 8"

TYP.

MIN. 8" TYP.

MIN. 8"

TYP.

TYP.

TYP.

09 09

3/16" = 1' - 0"

8' 4' 0' 8' 16'

ELEVATION GENERAL NOTES

A. ALL EXISTING WINDOWS, LOUVERS, DOORS, AND ROLL UP COILING

DOOR TO REMAIN.

B. CORNER COLUMN REPAIR AREA OF INFLUENCE SHOWN ON BOTH

AFFECTED FACES. TYP.

C. EXTENSIVE CRACKS SHOWN FOR REFERENCE. APPROXIMATE LENGTH

OF CRACKS INDICATED.

D, FOR THE LOCATION OF COLUMN REPAIR, SEE FLOOR PLANS.

WORK ITEM 01 -

CORNER COLUMNS

APPROX. 412 SF

WORK ITEM 02 -

PARAPETS

APPROX. 456 SF

WORK ITEM 03 - WALL

COLUMNS

APPROX. 34 SF

WORK ITEM 04 -

HEAD REPAIR

APPROX. 2 SF

WORK ITEM 06 -

FACE BRICK

APPROX. 52 SF

WORK ITEM 05 -

CONCRETE REPAIRS

(CRACK)

WORK ITEM 05 -

CONCRETE REPAIRS

(SPALL)

APPROX. 30 SF

REPAIR LEGEND:

APPROXIMATE AREAS INDICATED ON THIS LEGEND, REFER ONLY TO THIS

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

-- W. MYERS

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

NATIONAL CENTER FOR AGRICULTURAL UTILIZATION

RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

LSY PROJECT NO. 18032.01

BUILDING 2: REPAIR BUILDING EXTERIOR ENVELOPE

D. MAGEE

A. GAU

A-202BUILDING ELEVATION - SOUTH

KC

GL/NT

TW

04/15/19

3/16" = 1'-0"A-202

BUILDING 2 - BOILER PLANT - SOUTH ELEVATION31

WORK ITEMS: (TYPICAL )X

X DESIGNATE NEW WORK ACTIVITY BY AREA.

07 EXISTING METAL STAIR. COORDINATE WITH USDA FOR TEMPORARY

REMOVAL / REINSTALLATION OF STAIR AND ASSOCIATED SUPPORTS AS

NECESSARY TO PERFORM WORK.

08 REMOVE AND SALVAGE FACE BRICK. REMOVE MORTAR. INSTALL THREE (3)

COURSES NEW FACE BRICK AND SINGLE-PIECE, TIN-ZINC METAL FLASHING

MEMBRANE. MATCH NEW MORTAR WITH EXISTING CONDITIONS. SEE DETAIL

21/A-502.

09 CONTRACTOR TO DEVELOP MEANS AND METHODS TO PERFORM WORK

AND MAINTAIN ACCESS TO THIS OPENING FOR THE DURATION OF THE

PROJECT.

01 CORNER COLUMN REPAIR; REMOVE BRICK AS INDICATED ON DETAILS AND

PERFORM REPAIR REQUIRED. SEE DETAILS 21/A-503 AND 11/A-504.

02 PARAPET REPAIR; REMOVE BRICK MASONRY AT A DISTANCE OF 3FT EACH

DIRECTION FROM VISIBLE CRACK. RECONSTRUCT TO MATCH EXISTING, SEE

DETAILS ON A-501 AND REFER TO ELEVATIONS.

03 WALL COLUMN REPAIR. SEE DETAILS 31/A-503 & 11/A-504.

04 WORK ITEM 4 REFERS TO WINDOW/LOUVER/DOOR HEAD REPAIR. SEE

DETAIL 21 / A-502.

05 CONCRETE REPAIR; REPAIR CRACK OR SPALL ON CONCRETE WALL, SEE

DETAIL 41/A-504.

06 FACE BRICK REPAIR; REMOVE EXTERIOR WYTHE OF MASONRY AT CRACK

LOCATION AT A DISTANCE OF 3 FT EACH DIRECTION FROM VISIBLE CRACK.

RECONSTRUCT TO MATCH EXISTING.

ADDITIONAL KEYNOTES: (TYPICAL )X

X DESIGNATE NEW WORK ACTIVITY BY AREA

ABKDEGH L

17' - 6"

MAIN ROOF

35' - 6"

UPPER ROOF

59' - 0"

GROUND LEVEL

0' - 0"

A-501

A-501

A-501

'-5

'-9

'-6

'-3

'-2

'-2

'-8

2' - 0" MIN.

M

IN

2' - 0" MIN.

2' - 0" MIN.

2'-0" MIN TYP. 2'-0" MIN TYP.

06 06

2' - 0" MIN TYP.

2' - 0" MIN TYP.

TYP.

TYP.

TYP.

3/16" = 1' - 0"

8' 4' 0' 8' 16'

ELEVATION GENERAL NOTES

A. ALL EXISTING WINDOWS, LOUVERS, DOORS, AND ROLL UP COILING

DOOR TO REMAIN.

B. CORNER COLUMN REPAIR AREA OF INFLUENCE SHOWN ON BOTH

AFFECTED FACES. TYP.

C. EXTENSIVE CRACKS SHOWN FOR REFERENCE. APPROXIMATE LENGTH

OF CRACKS INDICATED.

D, FOR THE LOCATION OF COLUMN REPAIR, SEE FLOOR PLANS.

WORK ITEM 01 -

CORNER COLUMNS

APPROX. 345 SF

WORK ITEM 02 -

PARAPETS

APPROX. 876 SF

WORK ITEM 03 - WALL

COLUMNS

APPROX. 0 SF

WORK ITEM 04 -

HEAD REPAIR

APPROX. 0 SF

WORK ITEM 06 -

FACE BRICK

APPROX. 170 SF

WORK ITEM 05 -

CONCRETE REPAIRS

(CRACK)

WORK ITEM 05 -

CONCRETE REPAIRS

(SPALL)

APPROX. 15 SF

REPAIR LEGEND:

APPROXIMATE AREAS INDICATED ON THIS LEGEND, REFER ONLY TO THIS

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

-- W. MYERS

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

NATIONAL CENTER FOR AGRICULTURAL UTILIZATION

RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

LSY PROJECT NO. 18032.01

BUILDING 2: REPAIR BUILDING EXTERIOR ENVELOPE

D. MAGEE

A. GAU

A-203BUILDING ELEVATION - EAST

KC

GL/NT

TW

04/15/19

3/16" = 1'-0"A-203

BUILDING 2 - BOILER PLANT - EAST ELEVATION31

WORK ITEMS: (TYPICAL )X

X DESIGNATE NEW WORK ACTIVITY BY AREA.

07 EXISTING METAL STAIR. COORDINATE WITH USDA FOR TEMPORARY

REMOVAL / REINSTALLATION OF STAIR AND ASSOCIATED SUPPORTS AS

NECESSARY TO PERFORM WORK.

01 CORNER COLUMN REPAIR; REMOVE BRICK AS INDICATED ON DETAILS AND

PERFORM REPAIR REQUIRED. SEE DETAILS 21/A-503 AND 11/A-504.

02 PARAPET REPAIR; REMOVE BRICK MASONRY AT A DISTANCE OF 3FT EACH

DIRECTION FROM VISIBLE CRACK. RECONSTRUCT TO MATCH EXISTING, SEE

DETAILS ON A-501 AND REFER TO ELEVATIONS.

03 WORK ITEM 3 REFERS TO COLUMN REPAIR - NOT SHOWN ON THIS SHEET.

04 WORK ITEM 4 REFERS TO WINDOW/LOUVER/DOOR HEAD REPAIR - NOT

SHOWN ON THIS SHEET.

05 CONCRETE REPAIR; REPAIR CRACK OR SPALL ON CONCRETE WALL, SEE

DETAIL 41/A-504.

06 FACE BRICK REPAIR; REMOVE EXTERIOR WYTHE OF MASONRY AT CRACK

LOCATION AT A DISTANCE OF 3 FT EACH DIRECTION FROM VISIBLE CRACK.

RECONSTRUCT TO MATCH EXISTING.

ADDITIONAL KEYNOTES: (TYPICAL )X

A B C D E F G H

17' - 6"

MAIN ROOF

35' - 6"

UPPER ROOF

59' - 0"

GROUND LEVEL

0' - 0"

05 05

A-501

A-501

'-4

'-1

'-5

'-0

'-3

'-3

2'-0" MIN. TYP.

2'-0" MIN TYP. 2'-0" MIN TYP.

2'-0" MIN TYP.

2'-0" MIN TYP.

02 0202

01 01

A-501

8" MIN.

2'-0" MIN TYP.

TYP TYP

TYP

3/16" = 1' - 0"

8' 4' 0' 8' 16'

ELEVATION GENERAL NOTES

A. ALL EXISTING WINDOWS, LOUVERS, DOORS, AND ROLL UP COILING

DOOR TO REMAIN.

B. CORNER COLUMN REPAIR AREA OF INFLUENCE SHOWN ON BOTH

AFFECTED FACES. TYP.

C. EXTENSIVE CRACKS SHOWN FOR REFERENCE. APPROXIMATE LENGTH

OF CRACKS INDICATED.

D, FOR THE LOCATION OF COLUMN REPAIR, SEE FLOOR PLANS.

WORK ITEM 01 -

CORNER COLUMNS

APPROX. 520 SF

WORK ITEM 02 -

PARAPETS

APPROX. 371 SF

WORK ITEM 03 - WALL

COLUMNS

APPROX. 11 SF

WORK ITEM 04 -

HEAD REPAIR

APPROX. 0 SF

WORK ITEM 06 -

FACE BRICK

APPROX. 32 SF

WORK ITEM 05 -

CONCRETE REPAIRS

(CRACK)

WORK ITEM 05 -

CONCRETE REPAIRS

(SPALL)

APPROX. 15 SF

REPAIR LEGEND:

APPROXIMATE AREAS INDICATED ON THIS LEGEND, REFER ONLY TO THIS

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

-- W. MYERS

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

NATIONAL CENTER FOR AGRICULTURAL UTILIZATION

RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

LSY PROJECT NO. 18032.01

BUILDING 2: REPAIR BUILDING EXTERIOR ENVELOPE

D. MAGEE

A. GAU

A-204BUILDING ELEVATION - WEST

KC

GL/NT

TW

04/15/19

3/16" = 1'-0"A-204

BUILDING 2 - BOILER PLANT - WEST ELEVATION31

WORK ITEMS: (TYPICAL )X

X DESIGNATE NEW WORK ACTIVITY BY AREA.

07 CONTRACTOR TO CO-ORDINATE WITH BUILDING OWNER AND DEVELOP

MEANS & METHODS TO PERFORM WORK AND MAINTAIN PERIODIC ACCESS

FOR VEHICLES.

01 CORNER COLUMN REPAIR; REMOVE BRICK AS INDICATED ON DETAILS AND

PERFORM REPAIR REQUIRED. RECONSRUCT EXTERIOR WYTHE OF BRICK

MASONRY. SEE DETAILS 21/A-503 AND 11/A-504.

02 PARAPET REPAIR; REMOVE BRICK MASONRY ALONG HORIZONTAL CRACKS

AT A DISTANCE OF 3FT EACH DIRECTION FROM VISIBLE CRACK.

RECONSTRUCT TO MATCH EXISTING, SEE DETAILS ON A-501 AND REFER

TO ELEVATIONS.

03 WALL COLUMN REPAIR. SEE DETAILS 31/A-503 & 11/A-504.

04 WORK ITEM 4 REFERS TO WINDOW/LOUVER/DOOR HEAD REPAIR. SEE

DETAIL 21 / A-502.

05 CONCRETE REPAIR; REPAIR CRACK OR SPALL ON CONCRETE WALL, SEE

DETAIL 41/A-504.

06 FACE BRICK REPAIR; REMOVE EXTERIOR WYTHE OF MASONRY AT CRACK

LOCATION AT A DISTANCE OF 3 FT RACH DIRECTION FROM VISIBLE CRACK.

RECONSTRUCT TO MATCH EXISTING.

ADDITIONAL KEYNOTES: (TYPICAL )X

REMOVE BRICK MASONRY WHERE

CRACKED (AND WHERE MORTAR IS

CRACKED) OR WHERE SHIFTED OUT

OF PLANE. INSPECT BACKUP WYTHE

FOR CRACKING AND SHIFTING

REMOVE CRACKED CONCRETE TO

EXPOSE STEEL BEHIND ( +1 FT AT

EITHER END)

CLEAN AND COAT STEEL.

REPAIR CRACKED

CONCRETE AROUND

STEEL BEAM (REFER TO

DETAIL 13/A-504)

AT LOCATIONS OF OBSERVED

CRACKING (+1 FT EITHER END) -

REMOVE BRICK MASONRY TO EXPOSE

CONCRETE ENCASED BEAM BEHIND

EXISTING CONDITION

BRICK MASONRY AND

MORTAR

REMOVE DAMAGED FACE AND

COMMON BRICK. SEE ELEVATIONS

FOR APPROX. EXTENT OF

REMOVAL/REPAIR.

REMOVE AND PROTECT FACE BRICK.

SALVAGE FOR REINSTALLATION IF IN

SUITABLE CONDITION

REINSTALL OR INSTALL NEW

MASONRY TO MATCH EXISTING. SEE

ELEVATIONS FOR APPROX. EXTENT

OF REPLACMENT/REINSTALLATION.

BRICK TIES @ 16" O.C

VERTICAL AND HORIZONTAL

V A

R

IE

S F

R O

M

T O

C

O U

R S

E S

B R

IC

K

P A

R A

P E

T H

E

IG

H T

V A

R

IE

S F

R O

M

T O

C

O U

R S

E S

B R

IC

K

P A

R A

P E

T H

E

IG

H T

REMOVE BRICK MASONRY WHERE

CRACKED (AND WHERE MORTAR IS

CRACKED) OR WHERE SHIFTED OUT

OF PLANE. INSPECT BACKUP WYTHE

FOR CRACKING AND SHIFTING

REMOVE CRACKED CONCRETE TO

EXPOSE STEEL BEHIND ( +1 FT AT

EITHER END)

REMOVE EXISTING STEEL LINTEL

ANGLE AND FLASHING

CLEAN AND COAT STEEL. REPAIR

CRACKED CONCRETE AROUND STEEL

BEAM (REFER TO DETAIL 13/A-504).

SPECIFICATION SECTION 055000 FOR

COATING INFORMATION.

AT LOCATIONS OF OBSERVED

CRACKING (+1 FT EITHER END) -

REMOVE BRICK MASONRY TO EXPOSE

CONCRETE ENCASED BEAM BEHIND

EXISTING CONDITION REPAIR

REINSTALL OR INSTALL NEW MASONRY

TO MATCH EXISTING. SEE ELEVATIONS

FOR APPROX. EXTENT OF

REPLACMENT/REINSTALLATION

SALVAGE AND PROTECT FACE

BRICK FOR REINSTALLATION AS

APPLICABLE.

REMOVE DAMAGED COMMON BRICK AS

NEEDED. SEE ELEVATIONS FOR APPROX.

EXTENT OF REMOVAL/REPAIR

INSTALL BRICK TIES @ 16" O.C

VERTICAL AND HORIZONTAL

FLASHING WEEPS @ 16" O.C

HORIZONTAL (TYP.) GALVANIZED

STEEL ANGLE LINTEL (M.O. + B);

LENGTH & LEG THICKNESS TO

MATCH EXISTING ( REFER TO

DETAILS ON A-502)

A-502

V A

R

IE

S F

R O

M

T O

C

O U

R S

E S

B R

IC

K

P A

R A

P E

T H

E

IG

H T

FACE BRICK BEYOND

FACE BRICK BEYOND

V A

R

IE

S F

R O

M

T O

C

O U

R S

E S

B R

IC

K

P A

R A

P E

T H

E

IG

H T

SIM

GALVANIZED STEEL ANGLE LINTEL

LENGTH TO EXTEND 4" MIN. BEYOND

OPENING ON BOTH SIDES & LEG

THICKNESS TO MATCH EXISTING. REFER

TO DETAIL 13/A-504

REINSTALL OR INSTALL NEW

MASONRY TO MATCH EXISTING. SEE

ELEVATIONS FOR APPROX. EXTENT

OF REPLACMENT/REINSTALLATION

REMOVE CRACKED

CONCRETE TO EXPOSE

STEEL BEHIND ( +1 FT AT

EITHER END)

EXISTING CONDITION REPAIR

REMOVE AND PROTECT FACE BRICK. SEE

ELEVATIONS FOR APPROX. EXTENT OF

REMOVAL/REPAIR.

REMOVE DAMAGED COMMON BRICK

AS NEEDED

CLEAN AND COAT STEEL.

REPAIR CRACKED CONCRETE

AROUND STEEL BEAM (REFER

TO DETAIL 13/A-504)

INSTALL BRICK TIES @

16" O.C VERTICAL AND

HORIZONTAL

F R

O M

T

O

C O

U R

S E

S

B R

IC

K

P A

R A

P E

T H

E

IG

H T

GALVANIZED METAL MASONRY TIES

FACE BRICK BEYOND

FACE BRICK BEYOND

F R

O M

T

O

C O

U R

S E

S

B R

IC

K

P A

R A

P E

T H

E

IG

H T

REMOVE AND PROTECT FACE BRICK.

SEE ELEVATIONS FOR APPROX.

EXTENT OF REMOVAL/REPAIR

REMOVE DAMAGED COMMON BRICK

AS NEEDED. SEE ELEVATIONS FOR

APPROX. EXTENT OF REMOVAL/REPAIR.

REMOVE GALVANIZED STEEL

ANGLE LINTEL AND FLASHING

EXISTING CONDITION REPAIR

WEEPS @ 16" O.C

HORIZONTAL, TYP.

REINSTALL OR INSTALL NEW

MASONRY TO MATCH EXISTING

CONDITION. SEE ELEVATIONS FOR

APPROX. EXTENT OF REPLACMENT/

REINSTALLATION

BRICK TIES @ 16" O.C

VERTICAL AND HORIZONTAL

GALVANIZED STEEL ANGLE LINTEL

LENGTH TO EXTEND 4" MIN. BEYOND

OPENING ON BOTH SIDES & LEG

THICKNESS TO MATCH EXISTING. REFER

TO DETAIL 13/A-504

FLASHING, REFER TO

DETAILS ON A-502

REMOVE CRACKED CONCRETE

TO EXPOSE STEEL BEHIND (1+

FT AT EITHER END)

A-502

CLEAN AND COAT STEEL. REPAIR

CRACKED CONCRETE AROUND STEEL

BEAM WHERE OBSERVED. (REFER TO

DETAIL 13/A-504)

FACE BRICK BEYOND

V A

R

IE

S F

R O

M

T O

C

O U

R S

E S

B R

IC

K

P A

R A

P E

T H

E

IG

H T

V A

R

IE

S F

R O

M

T O

C

O U

R S

E S

B R

IC

K

P A

R A

P E

T H

E

IG

H T

SIM

NEW WORK LEGEND:

REINSTALLED OR

NEW BRICK

DEMO BRICK

ETR. BRICK

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

-- W. MYERS

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

NATIONAL CENTER FOR AGRICULTURAL UTILIZATION

RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

LSY PROJECT NO. 18032.01

BUILDING 2: REPAIR BUILDING EXTERIOR ENVELOPE

D. MAGEE

A. GAU

A-501WALL/PARAPET SECTION

DETAILS

KC

GL/NT

TW

04/15/19

6" 3" 6" 1'

1 1/2" = 1' - 0"

0'

1 1/2" = 1'-0"A-501

SECTION AT MAIN/LOWER ROOF PARAPET WITHOUT WINDOW/LOUVER41

1 1/2" = 1'-0"A-501

SECTION AT MAIN/LOWER ROOF PARAPET WITH WINDOW/LOUVER21

1 1/2" = 1'-0"A-501

SECTION AT UPPER ROOF PARAPET WITHOUT WINDOW/LOUVER24

1 1/2" = 1'-0"A-501

SECTION AT UPPER ROOF PARAPET WITH WINDOW/LOUVER34

A. EXISTING ROOF TO REMAIN. NOTIFY ARCHITECT IF

DAMAGED. REFER TO 31/A1.32 FOR REPAIR

PROCEDURE.

B. REMOVE, PROTECT AND REINSTALL EXISTING FACE

BRICK WHERE INTACT.

GENERAL NOTES

REMOVE EXISTING 3 COURSES

FACE BRICK & MORTAR IN THEIR

ENTIRETY

PROTECT EXISTING COMBINATION

STEEL LINTEL FROM ANY AND ALL

DAMAGE

3 15/16"

REMOVE EXISTING GALVANIZED

STEEL ANGLE LINTEL AND BOLTS

EXISTING MASONRY

CONSTRUCTION TO REMAIN

EXISTING CONDITION

REGLET IN MORTAR JOINT

BACKER ROD & SEALANT

TIN/ZINC COATED COPPER

FLASHING EXTENDING FROM

DRIP EDGE TO REGLET WITH

FULLY-SOLDERED SEAMS AND

END DAMS. LOCATE END DAMS

ONE HEAD JOINT BEYOND HEAD

GALVANIZED STEEL LINTEL;

LENGTH AS REQUIRED TO EXTEND

4" MIN. BEYOND OPENING ON

BOTH SIDES. LEG THICKNESS AND

DIMENSION TO MATCH EXISTING.

EXISTING MASONRY

CONSTRUCTION

WEEPS @ 16" O.C

REPAIR

N E

W O

R R

E

IN

S T

A L L E

D F

A C

E B

R

IC

K

NEW WORK LEGEND:

REINSTALLED OR

NEW BRICK

DEMO BRICK

ETR. BRICK

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

-- W. MYERS

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

NATIONAL CENTER FOR AGRICULTURAL UTILIZATION

RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

LSY PROJECT NO. 18032.01

BUILDING 2: REPAIR BUILDING EXTERIOR ENVELOPE

D. MAGEE

A. GAU

A-502WALL/PARAPET SECTION

DETAILS

KC

GL/NT

TW

04/15/19

3" = 1'-0"A-502

EXISTING HEAD DETAIL @ LOUVER / WINDOW / DOOR21

3" 3" 6"1 1/2"

3" = 1' - 0"

0' 6" 3" 6" 1'

1 1/2" = 1' - 0"

0'

A. EXISTING ROOF TO REMAIN. NOTIFY ARCHITECT IF DAMAGED. REFER TO 31/A1.32 FOR

REPAIR PROCEDURE.

B. REMOVE, PROTECT AND REINSTALL EXISTING FACE BRICK WHERE INTACT.

C. PROVIDE UNIT PRICE OF CAPSTONE REMOVAL.

GENERAL NOTES

REMOVE JOINT

FILLER & SEALANT

(WHERE PRESENT)

REMOVE MASONRY TIES

EXISTING MASONRY

REMOVE EXTERIOR WYTHE OF BRICK

MANSONRY, EXTENDING 2 FT FROM

CORNER. REMOVE ANY MASONRY

WITHIN WEB AREA OF COLUMN.

MAINTAIN INTACT BRICK HEADERS IN

PLACE.

INSPECT EXISTING BACKUP

MASONRY WHEN EXPOSED AND

REPAIR AS NEEDED. ASSUME 25% OF

BACKUP MASONRY NEEDS REPAIR.

NEOPRENE " T " JOINT

FILLER & SEALANT,

1/2" WIDE

NEW MASONRY TIES WITHIN

12" OF CORNER AND 6"

EITHER SIDE OF JOINT

NEW FACE BRICK TO MATCH

EXISTING CONDITIONS

EXISTING MASONRY

EXISTING CONDITION REPAIR

RECONSTRUCT EXTERIOR WYTHE OF BRICK

MASONRY. IF EXISTING BRICK HEADERS DO NOT

EXIST OR ARE DAMAGED, PROVIDE MASONRY

ANCHORS OR BRICK TIES BETWEEN EXTERIOR BRICK

MASONRY AND BACKUP. IF HEADERS ARE INTACT AND

INSTALLED REGULARLY WITHIN 12" OF THE CORNER,

REUSE. ASSUME 25% WILL NEED REPLACMENT. REFER

TO UNIT PRICING.

M

IN

2' - 0" MIN.

2'-0" MIN.

CLEAN AND INSPECT EXISTING STEEL COLUMN.COAT

EXISTING STEEL WITH A ZINC-RICH PRIMER (REFER TO

DETAIL 11/A-504 FOR INFORMATION ON STEEL REPAIRS

(TO CENTER, TYP.)

6" MAx

(T O

C E

N T

E R

T

Y P

M A

X

M

IN

REMOVE EXTERIOR WYTHE OF

BRICK MASONRY, 3FT TOTAL,

CENTERED ON COLUMN

LOCATION. REMOVE ANY

MASONRY WITHIN WEB AREA OF

COLUMN. MAINTAIN INTACT BRICK

HEADERS IN PLACE.

EXISTING STEEL

COLUMN

INSPECT EXISTING BACKUP MASONRY WHEN

EXPOSED AND REPAIR AS NEEDED. ASSUME

25% OF BACKUP REPLACMENT AT EACH

COLUMN LOCATION, THE FULL HEIGHT OF

THE COLUMN.

RECONSTRUCT EXTERIOR WYTHE OF BRICK

MASONRY. TOOTH INTO ADJACENT BRICK (TO

REMAIN). CREATE 1/2" WIDE VERTICAL CONTROL

JOINT, CENTERED ON COLUMN, FILL IT WITH

BACKER ROD AND SEALANT. IF EXISTING BRICK

HEADERS DO NOT EXIST OR ARE DAMAGED,

PROVIDE MASONRY ANCHORS BETWEEN

EXTERIOR BRICK MASONRY AND BACKUP. IF

HEADERS ARE INTACT AND ARE INSTALLED

REGULARLY WITHIN 12 IN. OF THE NEW CONTROL

JOINT. ASSUME 25% OF BACKUP WILL NEED

REPLACMENT. REFER TO UNIT PRICING.

TOOTH IN TERMINATION TO

EXISTING BRICK (TYP.)

CLEAN AND INSPECT EXISTING STEEL

COLUMN. COAT EXISTING STEEL WITH A ZINC

RICH PRIMER (REFER TO DETAIL 11/A-504 FOR

INFORMATION ON STEEL REPAIRS)

EXISTING BACKUP MASONRY TO REMAIN

EXISTING CONDITION REPAIR

A-504

A-504

1/2 " WIDE CONTROL JOINT WITH BACKER

ROD AND SEALANT

NEW WORK LEGEND:

REINSTALLED OR

NEW BRICK

DEMO BRICK

ETR. BRICK

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

-- W. MYERS

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

NATIONAL CENTER FOR AGRICULTURAL UTILIZATION

RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

LSY PROJECT NO. 18032.01

BUILDING 2: REPAIR BUILDING EXTERIOR ENVELOPE

D. MAGEE

A. GAU

A-503WORK ITEM - PLAN DETAILS

KC

NT

TW

04/15/19

6" 3" 6" 1'

1 1/2" = 1' - 0"

0'

1 1/2" = 1'-0"A-503

DETAIL AT NEW MASONRY CONTROL JT.@ EXIST. BLDG CORNER21

1 1/2" = 1'-0"A-503

WALL COLUMN31

1/2" SAWCUT, TYP. AT PERIMETER

FORMED SURFACE

EXISTING SPALL OR DELAMINATION

CONCRETE REPAIR MATERIAL

SS CONCRETE PIN @ 12" OC EW, BEND

PIN TO FORM 2" LONG 90° HOOK,

MIN. EMBEDMENT = 1 1/2"

EXISTING REINFORCEMENT

EXISTING CONCRETE WALL OR COLUMN

NOTES:

1. REMOVE ALL UNSOUND CONCRETE TO SOUND CONCRETE.

CLEAN ALL EXPOSED REINFORCEMENT SUPPLEMENT.

REINFORCEMENT FOR 100 % SECTION LOSS.

2. FOR BID, ASSUME #5 SPLICE SUPPLEMENT @ 10% OF

LOCATIONS. EXTEND BAR MIN. 1 IN. PAST CORRODED

REINFORCEMENT AND TIE TO EXISTING BAR.

3. APPLY PROTECTIVE COATING TO EXISTING REINFORCEMENT.

4. REPAIR MATERIAL TO BE WET CURED FOR 7 DAYS.

1/2" SAWCUT, TYP. AT PERIMETER

FORMED SURFACE

EXISTING SPALL OR DELAMINATION

CONCRETE REPAIR MATERIAL

SS CONCRETE PIN @ 12" OC EW, BEND

PIN TO FORM 2" LONG 90° HOOK,

MIN. EMBEDMENT = 1 1/2"

EXISTING REINFORCEMENT

EXISTING CONCRETE WALL OR COLUMN

REINFORCEMENT EXPOSED REINFORCEMENT NOT EXPOSED

3/4" MIN.

L, REFER TO TABLE

EXISTING STEEL COLUMN

NEW STEEL PLATE

1" TYP.

EXISTING PACK RUST, KNIFE EDGE

CONDITION , SCALING AND PITTING

ON INSIDE AND EXTERIOR

FLANGES, TYP.

EXISTING COLUMN

NEW REPAIR PLATE

AS REQUIRED, GRIND

FLANGES TO PROVIDE

SMOOTH SURFACE FOR WELD

SEAL WELD

BUTT JOINT (HORIZONTAL)

FOR PLATES

PLATE SPLICE

1'-6" O.C MIN.

3/4 ø MIN.

M A

X F

R O

M E

N D

~3

3~3

NOTES:

1. ALL NEW STEEL FOR REPAIRS SHALL BE ASTM A36.

2. WELDING ELECTRODES SHALL BE LOW HYDROGEN E70XX.

3. ALL FILLET WELDS SHALL BE A MINIMUM SIZE OF 3/16". PLUG WELDS SHALL BE INSTALLED IN

HOLES SPACED AT 1'-6" VERTICALLY.

4. THE EXISTING STEEL MAY REQUIRE PREHEAT BECAUSE OF THE DIFFERENT STEEL

COMPOSITIONS. REFER TO SPECIFICATIONS AND AWS D1.1, ANNEX H FOR MINIMUM PREHEAT

REQUIREMENTS.

5. GRIND FLUSH THE PLUG AND GROVE WELDS, IF REQUIRED FOR THE MASONRY WORK.

6. PROVIDE A PLATE REPAIR WHEN THE EXISTING FLANGE THICKNESS ANYWHERE ON THE

FLANGE, MEASURED USING A CALIPER OR ULTRASONIC THICKNESS GAUGE, FALLS BELOW

90% OF THE ORIGINAL THICKNESS OF THE FLANGE. THE TABLES BELOW ARE BASED ON FEILD

MEASUREMENTS AND VERIFICATIONS OF EXISTING COLUMNS.

EXISTING COLUMN REPAIR (WELDED)

COLUMN (E) FLANGE

WIDTH (IN.)

(E) FLANGE

THICKNESS (IN.)

PLATE WIDTH, L

(IN.)

PLATE

THICKNESS (IN.)

10 WF33#

10 WF49#

10 WF58#

10 WF65#

10 WF72#

7.9

10.0

10.0

7.9

12.0

12.0

0.43

0.56

0.64

0.67

0.61

1/2

1/2

5/8

5/8

5/8

EXISTING COLUMN REPAIR (BOLTED)

COLUMN (E) FLANGE

WIDTH (IN.)

(E) FLANGE

THICKNESS (IN.)

PLATE WIDTH, L

(IN.)

PLATE

THICKNESS (IN.)

10 WF33#

10 WF49#

10 WF58#

10 WF65#

10 WF72#

7.9

10.0

10.0

7.9

12.0

12.0

0.43

0.56

0.64

0.67

0.61

1/2

1/2

5/8

5/8

5/8

10 WF41# 8.0 0.56 8 1/2

EQ EQ

L, REFER TO TABLE

EXISTING STEEL COLUMN

NEW STEEL PLATE

1 1/2" TYP.

EXISTING PACK RUST, KNIFE

EDGE CONDITION , SCALING AND

PITTING ON INSIDE AND

EXTERIOR FLANGES, TYP.

EXISTING COLUMN

NEW PLATE

1/2" ø ASTM A325

BOLTS AT 12" OC MAX.

NOTES:

1. HOLES IN EXISTING STEEL MUST BE DRILLED.

/2

M A

X F

R O

M E

N D

L, SEE TABLE

EXISTING FLOOR CONSTRUCTION

EXISTING STEEL BEAM

EXISTING CONCRETE ENCASEMENT

1/4 ø FASTENER 16" OC

ALONG LENGTH W/ 1" MIN.

EMBEDMENT IN CONCRETE

WWR 2x2 TIED TO SCREWS

FORMED SURFACE

CONCRETE

REPAIR MATERIAL

EXISTING FLOOR CONSTRUCTION

EXISTING STEEL BEAM

EXISTING CONCRETE ENCASEMENT

1/4 ø FASTENER 16" OC ALONG LENGTH W/

1" MIN. EMBEDMENT IN CONCRETE

WWR 2x2 TIED TO SCREWS

FORMED SURFACE

CONCRETE REPAIR MATERIAL

2" MIN.

2" MIN.

2" MIN.

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

-- W. MYERS

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER

SPRING, MD 20910

(301) 588-1500

NATIONAL CENTER FOR AGRICULTURAL UTILIZATION

RESEARCH

1815 N. UNIVERSITY ST., PEORIA, IL.

LSY PROJECT NO. 18032.01

BUILDING 2: REPAIR BUILDING EXTERIOR ENVELOPE

D. MAGEE

A. GAU

A-504STRUCTURAL REPAIR

DETAILS

KC

GL/NT

TW

04/15/19

1 1/2" = 1'-0"A-504

DETAIL AT CONCRETE WALL/COLUMN41

3" = 1'-0"A-504

EXISTING COLUMN REPAIR DETAIL11

3" = 1'-0"A-504

REPAIR DETAIL13

6" 3" 6" 1'

1 1/2" = 1' - 0"

0'3" 3" 6"1 1/2"

3" = 1' - 0"

0'