Attachment 3 Drawings 12805B24R0014.pdf

AREA OF WORK

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

W ROSS

E WELKER

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e rs

\s s h a n n o n \D o c u m e n ts \R e v it te m p

\0 -A

R C

H R s s h a n n o n s c h e m m e r.

c o m .r v t

/1

/2

:0

:2

P

M

COVER SHEET

08222.013

TJS

SWS

SWS

10/11/2023

EGF POTATO LAB RENOVATION

USDA ARS

311 5TH AVENUE NORTHEAST

EAST GRAND FORKS, MN 56721

ISSUED FOR

CONSTRUCTION

08222013- 0- 0 COVER SHEET

311 5TH AVENUE NORTHEAST

EAST GRAND FORKS, MN 56721

ISSUED FOR CONSTRUCTION

EGF POTATO LAB RENOVATION

ARCHITECTURAL - NORTH

A 00-N ARCHITECTURAL INFO SHEET

A001-N DEMOLITION FLOOR PLAN - NORTH

A002-N DEMOLITION REFLECTED CEILING PLAN - NORTH

A101-N FIRST FLOOR PLAN - LAB PHASE - NORTH

A301-N SCHEDULES, DOOR AND WINDOW DETAILS

A601-N REFLECTED CEILING PLAN - NORTH

A901-N FLOOR FINISH PLAN

CIVIL - NORTH

C101-N SITE PLAN

GENERAL

0 COVER SHEET

ACC01 ARCHITECTURAL CODE COMPLIANCE

G001 SCOPE OF WORK

DRAWING INDEX

LABORATORY - NORTH

Q001 LEGEND, ABBREVIATIONS, AND

CASEWORK TYPES

Q002 EQUIPMENT SCHEDULE

Q201 LAB FLOOR PLAN

Q300 AXON VIEWS

Q301 INTERIOR LAB ELEVATIONS

Q302 INTERIOR LAB ELEVATIONS

Q401 CASEWORK DETAILS

Q402 DETAILS

Q403 DETAILS

HAZARDOUS

H101 HAZARDOUS ABATEMENT

STRUCTURAL - NORTH

S 00-N STRUCTURAL INFO SHEET

S101-N PLANS AND DETAILS

S201-N TYPICAL DETAILS

PLUMBING - NORTH

P 00-N PLUMBING INFO SHEET

P001-N DEMOLITION FLOOR PLAN - PLUMBING

P101-N FLOOR PLAN - PLUMBING

P101A-N ALTERNATE FLOOR PLAN - PLUMBING

P102-N FLOOR PLANS - PLUMBING - DOMESTIC WATER

P102A-N ALTERNATE FLOOR PLANS - PLUMBING -

DOMESTIC WATER

P401-N DETAILS AND SCHEDULES - PLUMBING

ELECTRICAL - NORTH

E 00-N ELECTRICAL INFO SHEET

E001-N FIRST FLOOR PLAN - NORTH DEMOLITION

E101-N FIRST FLOOR PLAN - NORTH LIGHTING

E101A-N ALTERNATE FLOOR PLAN - NORTH LIGHTING

E201-N FIRST FLOOR PLAN - NORTH POWER

E201A-N ALTERNATE FLOOR PLAN - NORTH POWER

E301-N FIRST FLOOR PLAN - NORTH AUXILIARY SYSTEMS

E501-N ELECTRICAL DETAILS

E601-N POWER RISER DIAGRAM

E701-N LUMINAIRE & EQUIPMENT SCHEDULES

E801-N ELECTRICAL PANEL SCHEDULES

MECHANICAL - NORTH

M 00-N MECHANICAL INFO SHEET

M001-N DEMOLITION FLOOR PLAN - MECHANICAL

M002-N DEMOLITION PLAN - MECHANICAL

M101-N FLOOR PLAN - MECHANICAL

M101A-N ALTERNATE FLOOR PLAN - MECHANICAL

M102-N ROOF PLAN - MECHANICAL

M401-N DETAILS - MECHANICAL

M501-N SCHEDULE - MECHANICAL

lil lll ll/

/ln m ll lil lll ll/

/ln m ll

10/11/2023

OCCUPANCY CLASSIFICATION

BUSINESS (B)

FACTORY & INDUSTRIAL (F-1)

A A

B B

C C

D D

E E

F F

G G

5.7

5.7

L L

K K

H H

J J

RR

RR

CORRIDOR

TECHNICIANS

OFFICE

ANALYTICAL

RESEARCH

LAB (CLEAN)

EQUIPMENT

ROOM

PROCESSING

LAB (DIRTY)

RR

POTATO

PROCESSING

AREA

BOILER ROOM

STORAGE

COLD

STORAGE

CORRIDOR

GARAGE

EXISTING

COOLER

E1

EXISTING

COOLER

E2

EXISTING

COOLER

E3

EXISTING

COOLER

E4

COOLER

TYPE-B

COOLER

TYPE-B

COOLER

TYPE-B

COOLER

TYPE-B

COOLER

TYPE-B

COOLER

TYPE-B

COOLER

TYPE-B

COOLER

TYPE-B

COOLER

TYPE-B

COOLER

TYPE-B

COOLER

TYPE-A

COOLER

TYPE-A

COOLER

TYPE-A

MECHANICAL

ROOM

1 1

COOLER

TYPE-A

COLD

STORAGE

CORRIDOR

COOLER

TYPE-A

04STOR

STOR

STOR

COLD

STORAGE

CORRIDOR

EXISTING

RESTROOM

EXISTING

RESTROOM

COLD

STORAGE

CORRIDOR

COLD

STORAGE

CORRIDOR

UNDER CONSTRUCTION

U N

D E

R C

O N

S T

R U

C T

IO

N

U N

D E

R C

O N

S T

R U

C T

IO

N

UNDER CONSTRUCTION

C U

R R

E N

T S

C O

P E

O F

W O

R K

CURRENT SCOPE OF WORK

F U

T U

R E

W O

R K

B E

Y O

N D

FUTURE WORK BEYOND 2024

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

W ROSS

E WELKER

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e rs

\s s h a n n o n \D o c u m e n ts \R e v it te m p

\0 -A

R C

H R s s h a n n o n s c h e m m e r.

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/1

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:1 :4

A

M

ACC01

ARCHITECTURAL CODE COMPLIANCE

08222.013

TJS

SWS

SWS

10/11/2023

EGF POTATO LAB RENOVATION

USDA ARS

311 5TH AVENUE NORTHEAST

EAST GRAND FORKS, MN 56721

ISSUED FOR

CONSTRUCTION

08222013- 0- ACC01 ARCHITECTURAL CODE COMPLIANCE

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

FIRST FLOOR - CODE REVIEW PLAN

XX FIRE BARRIER (X HOURS)

XX FIRE PARTITION (X HOURS)

XX SMOKE BARRIER (X HOURS)

XX SMOKE PARTITION (X

HOURS)

XX BUILDING SEPARATION

(X HOURS)

CODE COMPLIANCE

LEGEND

NUMBER OF OCCUPANTS

PER ROOM

DEAD-END DISTANCE

XXX'-XX"

NEW FIRE EXTINGUISHER-

INSIDE RECESSED

CABINET -(FE1)

75'

NOTES:

• CONTRACTOR SHALL PROVIDE PERMANENT

SIGNAGE OR STENCILING WITHIN CEILING

PLENUM AT ALL FIRE RATED WALLS, SMOKE

BARRIERS & SMOKE PARTITIONS. LETTERING

SHALL BE AT LEAST 1/2" IN HEIGHT WITH THE

WORDING: "FIRE AND/OR SMOKE BARRIER -

PROTECT ALL OPENINGS:. REPEAT AT

INTERVALS NOT EXCEEDING 30'-0" MEASURED

HORIZONTALLY ALONG THE PARTITION WALL.

• SEAL PENETRATIONS IN FIRE RATED SMOKE

BARRIERS, FIRE RATED BARRIERS & SMOKE

BARRIERS.

COMMON PATH DISTANCE

XXX'-XX"

OCCUPANCY ALONG PATH

ACCESSORY OCCUPANCY

INCIDENTAL OCCUPANCY

NOT HABITABLE

OCCUPANCY

CODE SUMMARY

APPLICABLE CODES

BUILDING :

ACCESSIBILITY :

LIFE SAFETY :

ENERGY :

MECHANICAL :

PLUMBING :

ELECTRICAL :

OCCUPANCY GROUP :

TYPE OF CONSTRUCTION :

MAXIMUM ALLOWED HEIGHT

MAXIMUM ALLOWED AREA

MIXED USE SEPARATIONS :

HEIGHT AND AREA LIMITS

FIRE SEPARATION ASSEMBLIES

EXITS

SHAFTS / HOISTWAYS

DWELLING UNIT SEPARATIONS

INTERIOR LOAD BEARING

WALLS, COLUMNS, FRAMING

ROOF CONSTRUCTION

FLOOR CONSTRUCTION

FIRE WALLS

EXTERIOR WALL OPENING LIMITS :

DRAFTSTOPS :

FIRE PROTECTIVE SYSTEMS

AUTO FIRE SUPPRESSION :

STANDPIPE :

FIRE ALARM SYSTEM :

AUTO FIRE DETECTION :

SMOKE DETECTION :

FIRE RESISTANCE OF STRUCTURAL

ELEMENTS

RATING

(HOURS)

DESIGN

NUMBER

EXTERIOR WALLS

LOAD BEARING WALLS

NON-LOAD BEARING WALLS

CALCULATIONS

DOOR

STAIR

B / F-1 MIXED

IIB

55'

25,064 SF (506.3.3)

0 HR B/F-1

2020 MN ACCESS

N/A

N/A

N/A

N/A

N/A

N/A

NFPA 72

NFPA 13

NFPA 72

2021 NFPA 101

2020 MN ENEGY

2020 MN MECH & FG

2020 MN PLUMB

2023 NEC

2020 MN BUILDING

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

0.2" / OCC

0.3" / OCC

FIRST FLOOR

TOTAL

AREA (GROSS SQUARE FOOTAGE) :

BUILDING STATISTICS

NUMBER OF STORIES :

16759 SF

16759 SF

ACC_ROOM SCHEDULE

ROOM NO ROOM NAME FUNCTION OF SPACE CALC (SQF/OCC) OCCUPANT LOAD

AREA / OCC

FIRST FLOOR

FACTORY & INDUSTRIAL (F-1)

01 COOLER TYPE-A STORAGE AREAS 76 SF / 300 SF 0.25

02 COOLER TYPE-A STORAGE AREAS 76 SF / 300 SF 0.25

03 COOLER TYPE-A STORAGE AREAS 75 SF / 300 SF 0.25

04 COOLER TYPE-A STORAGE AREAS 76 SF / 300 SF 0.25

05 COOLER TYPE-A STORAGE AREAS 76 SF / 300 SF 0.25

06 COOLER TYPE-B STORAGE AREAS 89 SF / 300 SF 0.30

07 COOLER TYPE-B STORAGE AREAS 89 SF / 300 SF 0.30

08 COOLER TYPE-B STORAGE AREAS 89 SF / 300 SF 0.30

09 COOLER TYPE-B STORAGE AREAS 89 SF / 300 SF 0.30

10 COOLER TYPE-B STORAGE AREAS 89 SF / 300 SF 0.30

11 COOLER TYPE-B STORAGE AREAS 89 SF / 300 SF 0.30

12 COOLER TYPE-B STORAGE AREAS 89 SF / 300 SF 0.30

13 COOLER TYPE-B STORAGE AREAS 89 SF / 300 SF 0.30

14 COOLER TYPE-B STORAGE AREAS 89 SF / 300 SF 0.30

15 COOLER TYPE-B STORAGE AREAS 89 SF / 300 SF 0.30

301 MECHANICAL ROOM MECHANICAL

EQUIPMENT ROOM

215 SF / 300 SF 0.72

302 GARAGE WAREHOUSES 1046 SF / 500 SF 2.09

308 STOR STORAGE AREAS 44 SF / 300 SF 0.15

309 STOR STORAGE AREAS 22 SF / 300 SF 0.07

310 STOR STORAGE AREAS 38 SF / 300 SF 0.13

E1 EXISTING COOLER STORAGE AREAS 109 SF / 300 SF 0.36

E2 EXISTING COOLER STORAGE AREAS 102 SF / 300 SF 0.34

E3 EXISTING COOLER STORAGE AREAS 102 SF / 300 SF 0.34

E4 EXISTING COOLER STORAGE AREAS 99 SF / 300 SF 0.33

: 24 3052 SF 8.78

ACC_NOT HABITABLE

303 COLD STORAGE CORRIDOR 65 SF

304 COLD STORAGE CORRIDOR 498 SF

305 COLD STORAGE CORRIDOR 418 SF

306 COLD STORAGE CORRIDOR 474 SF

307 COLD STORAGE CORRIDOR 118 SF

ACC_NOT HABITABLE: 5 1573 SF 0.00

FACTORY & INDUSTRIAL (F-1): 29 4625 SF 8.78

FIRST FLOOR: 29 4625 SF 8.78

TOTALS:: 29 4625 SF 8.78

ADDITIONAL NFPA CODES:

NFPA 45: ALL LABORATORY UNITS ARE

CONSIDERED CLASS D, AND ARE TO BE

SEPARATED FROM ALL OTHER OCCUPIED NON-

LABORATORY SPACES BY 1-HOUR FIRE

PARTITIONS AND FLOORS.

NFPA 497: ALL LABORATORY UNITS ARE IN

COMPLIANCE WITH GAS STORAGE ACCORDING

TO THIS CODE.

GENERAL NOTE: FLOOR PLAN SHOWN HERE DOES NOT DENOTE THE SCOPE OF WORK FOR THIS PROJECT. SCOPE OF WORK IS DEFINED IN THE FOLLOWING DRAWING SHEETS AND SPECIFICATION VOLUME.

lil lll ll/

/ln m ll lil lll ll/

/ln m

A A

B B

C C

D D

E E

RR

RR

CORRIDOR

TECHNICIANS

OFFICE

ANALYTICAL

RESEARCH

LAB (CLEAN)

EQUIPMENT

ROOM

PROCESSING

LAB (DIRTY)

RR

POTATO

PROCESSING

AREA

BOILER ROOM

STORAGE

INTERSTITIAL

SPACE

ALTERNATE 2 (CLIN 0003)

- COMPLETE THE SHELLED RESTROOMS

SCOPE OF WORK LEGEND

- EAST OFFICE

- ROOM 202

- ROOM 203

EXISTING TO REMAIN INDICATED HERE AND IN GRAY; NOT IN SCOPE

BASE BID SCOPE (CLIN 0001)

ALTERNATE 1 (CLIN 0002)

- COMPLETE THE SHELLED SPACES

GENERAL NOTE: THIS LEGEND IS SUPPLEMENTAL INFORMATION TO THE BID SCHEDULE. SEE BID SCHEDULE FOR FULL DESCRIPTION

OF THE SCOPE OF WORK; BASE BID AND ALL ALTERNATES.

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

W ROSS

E WELKER

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e rs

\s s h a n n o n \D o c u m e n ts \R e v it te m p

\0 -A

R C

H R s s h a n n o n s c h e m m e r.

c o m .r v t

/1

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:1 :3

A

M

G001

SCOPE OF WORK

08222.013

Checker

Author

Designer

10/11/2023

EGF POTATO LAB RENOVATION

USDA ARS

311 5TH AVENUE NORTHEAST

EAST GRAND FORKS, MN 56721

ISSUED FOR

CONSTRUCTION

08222013- 0- G001 SCOPE OF WORK

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

FIRST FLOOR PLAN - NORTH - SCOPE OF WORK

lil lll ll/

/ln m ll lil lll ll/

/ln m

G

AC

T

T

T

LOT LINE

LEGEND

BUILDING LINE

5T H

A V

E N

U E

N E

FIBER OPTIC LINEFOC FOC FOC

TELE PEDESTAL

TELE MANHOLE

ELEC POLE

T

T

AC

G

ELEC TRANSFORMER BOX

AC UNIT

FLAG POLE

GAS METER

BUILDING OVERHANG

PART OF BLOCK 8, NASH'S ADDITION

EAST GRAND FORKS, MINNESOTA

BOUNDARY LINE

FO

C

FO

C

FO

C

FO

C

FO

C

FOC

FOC FOC FOC FOC FOC FOC FOC FOC

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FO

C

FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC

SAN

SAN

SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

E WELKER

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

W ROSS08222.013 10/11/2023

EGF POTATO LAB RENOVATION

USDA ARS

311 5TH AVENUE NORTHEAST

EAST GRAND FORKS, MN 56721

ISSUED FOR

CONSTRUCTION

P:\

13\

_C

AD

\Ci vil\

13- 1-N

.dw g

10/ 9/2

:57 :15

PM K

noc k, D erik

NORTH

1 inch = ft.

010 10

REFERENCED CONSTRUCTION NOTES( ):

1. APPROXIMATE LOCATION OF EXISTING SANITARY SEWER SERVICE. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION.

2. IF ALTERNATE 3 IS ACCEPTED, CONTRACTOR SHALL REMOVE EXISTING FLAG POLE. CONTRACTOR SHALL CONSTRUCT CONCRETE

FOUNDATION, LIGHTING AND ASSOCIATED LANDSCAPE RESTORATION FOR A NEW FLAG POLE. CONTRACTOR SHALL INSTALL OWNER

PROVIDED FLAG POLE. UNDER THE BASE BID, NO WORK SHALL BE DONE IN THIS AREA.

3. DOUBLE CLEANOUT, SEE MECHANICAL PLANS.

4. CONTRACTOR LAYDOWN AREA.

X

C101-N

SITE PLAN

MJS

DJK

MJS

GROUND SPIKE

6"

STEEL SUPPORT PLATE

STEEL BASE PLATE

FOUNDATION SLEEVE

3000 PSI CONCRETE

ALUM. FLASH COLLAR

DRY SAND TIGHTLY TAMPED

AFTER ALIGNING POLE

HARDWOOD WEDGES

AS REQUIRED

FLAG POLE

4'-0 "3'-6

1 1

/4"

AB

OV

E G

RA

DE36"

10"

30"

18"

6"

14"

3/4 " C

HA

MF

ER

AL

L

1 FLAG POLE BASE

NO SCALE

ISSUED FOR

CONSTRUCTION

05/12/2022

202-1

1-

D7

D7

D7

D7

D7

D7

D6D6D6 D6

D7

D7

D7

D7

D7

D7

D6D6

D6

D6

D6D6

D4

D4

D4

D4

D8 D8 D8

D9

D15

D8

D9

D9

D26

D26

D26

D26

D26 D26

D26

D26

D26

D26

D26

D26

D6

D6

D9D9

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

W ROSS

E WELKER

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e rs

\s s h a n n o n \D o c u m e n ts \R e v it te m p

\0 -A

R C

H R s s h a n n o n s c h e m m e r.

c o m .r v t

/1

/2

:1 :5

A

M

A001-N

DEMOLITION FLOOR PLAN - NORTH

08222.013

TJS

SWS

SWS

10/11/2023

EGF POTATO LAB RENOVATION

USDA ARS

311 5TH AVENUE NORTHEAST

EAST GRAND FORKS, MN 56721

ISSUED FOR

CONSTRUCTION

08222013- 2- A001-N DEMOLITION FLOOR PLAN - NORTH

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

FIRST FLOOR - DEMOLITION - LAB PHASE - NORTH

REF. DEMO NOTES ( ):DX

D4 REMOVE GYPSUM BOARD; REPLACE EXTERIOR INSULATION WHERE

NECESSARY (NORTH)

D6 REMOVE WALLS, TYP. (NORTH) (SOUTH)

D7 REMOVE DOORS, TYP. (NORTH) (SOUTH)

D8 REMOVE WALL FOR NEW OPENING (NORTH) (SOUTH)

D9 REMOVE WINDOW (NORTH)

D15 REMOVE ELEVATED MEZZANINE STRUCTURE ABOVE REMOVED WALLS

(NORTH)

D26 DEMO SLAB SHOWN IN HATCH PATTERN, SEE STRUCTURAL (NORTH)

* ALL EXTERIOR WALLS IN ROOMS WHERE WORK IS BEING PREFORMED TO HAVE

EXISTING GYP. DEMOLISHED AND RECEIVE NEW GYP

lil lll ll/

/ln m ll lil lll ll/

/ln m

H

H

H

H H

H

H

H

H

H

H

H

H

H

D18

D18 D18

D18

D18

D18

D18

D18

D18

D18

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

W ROSS

E WELKER

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e rs

\s s h a n n o n \D o c u m e n ts \R e v it te m p

\0 -A

R C

H R s s h a n n o n s c h e m m e r.

c o m .r v t

/1

/2

:1 :5

A

M

A002-N

DEMOLITION REFLECTED CEILING PLAN -

NORTH

08222.013

TJS

SWS

SWS

10/11/2023

EGF POTATO LAB RENOVATION

USDA ARS

311 5TH AVENUE NORTHEAST

EAST GRAND FORKS, MN 56721

ISSUED FOR

CONSTRUCTION

08222013- 2- A002-N DEMOLITION REFLECTED CEILING PLAN - NORTH

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

FIRST FLOOR (DEMOLITION CEILING PLAN) - LAB PHASE - NORTH

REF. DEMO NOTES ( ):DX

D18 DEMO CEILINGS (SOUTH)

lil lll ll/

/ln m ll lil lll ll/

/ln m

TA-61

TA-

TA-42

TA-3TA-3

TA-2TA-2

TA-1TA-1

TA-12

A A

B B

C C

D D

E E

A101-N8

A301-NW7

W

W4

A101-N

A101-N

A101-N

A101-N

RR

RR

CORRIDOR

TECHNICIANS

OFFICE

ANALYTICAL

RESEARCH

LAB (CLEAN)

EQUIPMENT

ROOM

PROCESSING

LAB (DIRTY)

RR

POTATO

PROCESSING

AREA

BOILER ROOM

STORAGE

/4

/8

/8

/8

20'-2 3/8"

/8

/8

10'-10 7/8" 6'-2 1/2" 16'-1 1/4"

11'-1 3/4" 33'-2 5/8"

22'-0 5/8"

/4

/4

22'-3 3/4"

E

A0

A

A

A

A

A

C

E

C0

C1

E

C0

C

3'-1 1/2" 4'-0" 3'-8 5/8"

C L E

A R

/8

FILL IN OPENING WITH

SIMILAR CONSTRUCTION

AS EXISTING WALL

B0

D0 A

A1 A1

A0

E

E

POTATO

PROCESSING

AREA

10 26 00.A2

10 26 00.A2

10 26 00.A2

10 26 00.B1

4" 4"

4'-5 5/8"

7 5/8"

ALIGN

CLR

4'-8 7/8"

/8

9'-0 3/4"

4'-8" 6'-0" 3'-11" 5'-5"

2'-3"

W

W4

EQ-108

EQ-110

EQ-112

EXTEND BOTH CG

ACROSS ENTIRE

INSIDE FACE OF

ROUGH OPENING

8'-0"

EQ EQ

A101-N

A101-N

A

A

E

BUILD METAL FRAMED WALL

W/ GYPSUM BOARD ON

CORRIDOR SIDE, ON TOP OF

EXISTING MEZZANINE TO

ROOF STRUCTURE, TO

ATMOSPHERICALLY SEPARATE

THE NEW SPACE FROM THE

POTATO PROCESSING SPACE;

FASTEN TO EXISTING CONSTRUCTION

W/ THE INTENTION OF

FUTURE REMOVAL

W5

W

INTERSTITIAL

SPACE

/8

/8

/8

/8

/8

/8

/4

/8

/8

/4

A

EXTEND TO DECK

UL DESIGN NO. U419

1-HOUR

(WHERE INDICATED)

A0

EXTEND TO 3" TO 6"

ABOVE CEILING

C

EXTEND TO DECK

UL DESIGN NO. U419

1-HOUR

(WHERE INDICATED)

C0

EXTEND TO 3" TO 6"

ABOVE CEILING

09 21 16.A2 09 22 16.C1

09 21 16.A2

09 21 16.A2

09 21 16.A2 09 22 16.C1

09 21 16.A2

B0

EXTEND TO 3" TO 6"

ABOVE CEILING

A1

EXTEND TO

SUPPORT

PLATFORM ABOVE

C1

EXTEND TO

SUPPORT

PLATFORM ABOVE

/8

/8

D0

EXTEND TO 3" TO 6"

ABOVE CEILING

09 21 16.A2

09 22 16.A2

/8

/8

/4

E

EXTEND TO DECK

UL DESIGN NO. U419

1-HOUR

(WHERE INDICATED)

E0

EXTEND TO 3" TO 6"

ABOVE CEILING

09 21 16.A2 09 22 16.C1

09 21 16.A2

09 22 16.A2

09 22 16.A1

09 22 16.A1

09 22 16.A1

09 30 00.A1

09 30 00.A1

09 30 00.A1

FIRST FLOOR

100' - 0"

PEMB EAVE

116' - 2"

C D

06 10 00.A1 06 10 00.A1C-JOISTS, SEE STRUCTURAL

P L A

T F

O R

M

C E

IL

IN

G

FIRST FLOOR

100' - 0"

PEMB EAVE

116' - 2"

A101-N

A101-N

06 10 00.A106 10 00.A1

C-JOISTS, SEE STRUCTURAL

P L A

T F

O R

M

C E

IL

IN

G

FIRST FLOOR

100' - 0"

PEMB EAVE

116' - 2"

C D

C-JOISTS, SEE STRUCTURAL

06 10 00.A106 10 00.A1

P L A

T F

O R

M

C E

IL

IN

G

RESTROOMS ARE TYPICAL RESTROOMS ARE TYPICAL

48" MAX TO TOP OF

OPERABLE PARTS

AED FEC FEB

COORDINATE W/ OWNER REGARDING

RELOCATION OF EXISTING

EXTINGUISHERS

ALL CABINETS TO BE NEW

K N

E E

S P

A C

E

M

IN

REQUIRED

KNEE & TOE

SPACE

BASE

MIN

15"

M A

X

40" TO BOTTOM

OF REFLECTIVE

SURFACE

8" MIN -

48" MAX TO TOP OF OPERABLE

PARTS OR CENTER OF OPENINGS

MIRRORED SURFACE -SEE

TOILET ACCESSORY

SCHEDULE FOR TYPE

VANITY SINK

WALL-HUNG OR

DROP-IN

FRONT SINK

VENT PIPE

11" MIN

6" MAX

UNDERSIDE PIPE

INSULATION WHEN

PIPING LEFT EXPOSED

M

IN

16" - 18"

M

IN

T .O

B

A R

/2

M

IN

18" 24" MIN

7" - 9"

ALLOWABLE AREA

FOR ACCESSORY

INSTALLATION

42"

MAX

12"

39" - 41"

17" - 19" TO TOP OF

SEAT @ ACCESSIBLE

18" MIN

UNOBSTRUCTED

REACH

M

IN

36" MIN

MIN

12" 24" MIN

1 1/2" MIN FROM

BOTTOM OF

GRAB BAR

3'-6" MAX

TA-12

EQ-112

TA-42

PT1

TA-61

32 1/2"

24"37"

TA-61

PT1 PT1

TA-12

TA-1

TA-2

TA-3

PT1

8"

5"

2'-0"

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

W ROSS

E WELKER

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e rs

\s s h a n n o n \D o c u m e n ts \R e v it te m p

\0 -A

R C

H R s s h a n n o n s c h e m m e r.

c o m .r v t

/1

/2

:1 :0

A

M

A101-N

FIRST FLOOR PLAN - LAB PHASE - NORTH

08222.013

TJS

SWS

SWS

10/11/2023

EGF POTATO LAB RENOVATION

USDA ARS

311 5TH AVENUE NORTHEAST

EAST GRAND FORKS, MN 56721

ISSUED FOR

CONSTRUCTION

08222013- 2- A101-N FIRST FLOOR PLAN - LAB PHASE - NORTH

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

FIRST FLOOR PLAN - NORTH

WALL TYPES - NORTH AREA

06 10 00.A1 3/4" CEMENTITIOUS SUBFLOOR PANELS, FASTENING PATTERNS PER MANUFACTURER'S RECOMMENDATIONS

09 21 16.A2 GYPSUM BOARD, ABUSE-RESISTANT, MOISTURE-RESISTANT, 5/8" TYPE X

09 22 16.A1 NON-STRUCTURAL METAL FRAMING STUDS & TRACKS, 3-5/8", 16" O.C.

09 22 16.A2 NON-STRUCTURAL METAL FRAMING STUDS & TRACKS, 6", 16" O.C., APPROPRIATE GAUGE FOR VERTICAL SPANS

09 22 16.C1 ACOUSTICAL BATT INSULATION, FRICTION FIT ON ALL SIDES, THICKNESS ACCORDING TO STUD WIDTH

09 30 00.A1 BACKER BOARD FOR TILE WHERE TILE IS PRESENT

10 26 00.A2 STAINLESS STEEL WALL PROTECTION, EXTEND COMPLETELY HORIZONTALLY ON WALLS IDENTIFIED, EXTEND 96" AFF

10 26 00.B1 STAINLESS STEEL WALL PROTECTION BEHIND FRYER, EXTEND 6" HORIZONTALLY BEYOND FRYER EDGES, EXTEND VERTICALLY FROM

FRYER RIM TO EXHAUST HOOD ABOVE

KEYNOTE LEGEND

SCALE: 3/8" = 1'-0"

BUILDING SECTION - EQUIPMENT ROOM, LOOKING EAST

SCALE: 3/8" = 1'-0"

BUILDING SECTION - EQUIPMENT ROOM, LOOKING NORTH

SCALE: 3/8" = 1'-0"

BUILDING SECTION - SINGLE-USE RESTROOMS, LOOKING EAST

LIFE SAFETY

LAVATORY & ACCESSORIES TOILET & ACCESSORIES

NUMBER DESCRIPTION

TA-1 VERTICAL 18" GRAB BAR

TA-2 HORIZONTAL 42" GRAB BAR

TA-3 HORIZONTAL 36" GRAB BAR

TA-12 TOILET PAPER DISPENSER (MULTI ROLL)

TA-42 SURFACE MOUNTED PAPER TOWEL DISPENSER

TA-61 WALL MOUNTED AUTOMATIC SOAP DISPENSER

TOILET ACCESSORIES ( ):TA-X

MOUNTING HEIGHTS ARE BASED OFF ICC/ANSI A117.1-2009 AND 2010 ADAAG.

*ALL TOILET ACCESSORIES TO BE TYP. IN RESTROOMS

SCALE: 3/8" = 1'-0"

RR ELEVATION NORTH TYP.

SCALE: 3/8" = 1'-0"

RR ELEVATION EAST TYP.

SCALE: 3/8" = 1'-0"

RR ELEVATION SOUTH TYP.

SCALE: 3/8" = 1'-0"

RR ELEVATION WEST TYP.

WIDTH DEPTH

HEIGHT

ADA SINK BASE WALL

CABINETS BASED ON THE NAAWS 4.0

STANDARD CABINET DESIGN SERIES (CDS)

lil lll ll/

/ln m ll lil lll ll/

/ln m

S E

E S

C H

E D

U L E

SEE SCHEDULE

S E

E S

C H

E D

U L E

SEE SCHEDULE

6" 6"

HM : F HM : HG

HM : F1

2"

SEE SCHEDULE

2"

S E

E S

C H

E D

U L E

5'-8"

A301-N

A301-N

G-4

A301-N

A301-N

A301-N

IG-1

3'-0"

A301-N

FIRST FLOOR

100' - 0"

A301-N

A301-N

A301-N

A301-N

IG-1IG-1 IG-1

EXISTING R.O.

FRP : F1

2"

SEE SCHEDULE

2"

S E

E S

C H

E D

U L E

S E

E S

C H

E D

U L E

SEE SCHEDULE

S E

E S

C H

E D

U L E

SEE SCHEDULE

6" 6"

FRP : F FRP : HG

SEE SCHEDULE

WD : F

S E

E S

C H

E D

U L E

4" U.N.O. 1" 1"

08 11 13.A1

06 10 00.B1

07 92 00.C1

07 92 00.C1

1" 1"

08 11 13.A2

06 10 00.B1

07 92 00.C1

ROOM

SIDE

4" U.N.O.

06 20 00.A2

07 92 00.C1

TILE, WHEN

APPLICABLE

CORRIDOR

SIDE

" 08 11 13.A1

06 10 00.B1

09 22 16.A4

07 92 00.C107 92 00.C1

08 11 13.A2

06 10 00.B1

07 92 00.C1

07 92 00.C1 06 20 00.A2

TILE, WHEN

APPLICABLE

09 22 16.A4

EXISTING WALL

EXISTING METAL PANEL

NEW METAL PANEL TERMINATIONS

ON THREE SIDES

09 21 16.A2

EXISTING

METAL PANEL

CONDITIONS

REFINISHED

ROOM

CONDITIONS

08 11 13.A1 06 10 00.B1

1" 1"

EXISTING

METAL PANEL

CONDITIONS

REFINISHED

ROOM

CONDITIONS

EXISTING

WALLEXISTING

METAL PANEL

NEW METAL PANEL TERMINATIONS

ON THREE SIDES

09 21 16.A3

09 21 16.A2

08 11 13.A1

07 92 00.C1

NEW FRAMED HEADER W/ LIKE

CONSTRUCTION OF EXISTING WALL

08 11 13.A3

08 11 13.A4

06 10 00.B1

09 22 16.A4

07 92 00.C107 92 00.C1

A

/2

EXISTING METAL PANEL

TO EXTEND OVER FACE

OF DOOR FRAME

07 62 00.A1

EXISTING

WEATHER WRAP 09 21 16.A2

08 16 13.A2

06 10 00.B1

08 71 00.A1

07 92 00.C1

A

08 54 13.B1

07 92 00.C1

09 21 16.A3

EXISTING

WEATHER

BARRIER

DO NOT SEAL

BETWEEN METAL PANEL

& WINDOW

06 10 00.B1

07 92 00.C1

1/2"

06 20 00.A2

08 54 13.A2

07 62 00.A1

08 54 13.A1

06 10 00.B1

07 92 00.C1

07 92 00.C1

08 11 13.A408 11 13.A3

09 22 16.A1

1"1"

A

/2

EXISTING

WEATHER

BARRIER

SEAL BETWEEN METAL PANEL

& WINDOW

EXISTING METAL

PANEL

09 21 16.A3

06 10 00.B1

07 92 00.C1 07 92 00.C1

06 20 00.A2

08 54 13.A2

08 54 13.A1

4"

08 54 13.B1

08 54 13.B1

08 54 13.B1

NEW METAL PANEL

TERMINATIONS

ON ALL SIDES

08 54 13.A1

06 20 00.A3

09 21 16.A2

LABORATORY

CASEWORK

EXISTING METAL PANEL

NEW METAL PANEL;

MATCH EXISTING,

LAP NEW OVER EXISTING

06 10 00.B1

07 21 00.B1

07 92 00.C1

06 10 00.C1

06 10 00.B1

08 54 13.B1

08 54 13.B1

EXISTING BLOCKING

06 10 00.B2

LABORATORY

WIREMOLD

07 92 00.C1

06 20 00.A4

07 92 00.A2

1/2"

4'-0"

IG-1

A301-N

A301-N

A301-N 2

4'-0"

IG-1

A301-N

A301-N

A301-N

A

1/2"

08 54 13.A106 20 00.A3

09 21 16.A2

06 20 00.A2

07 92 00.C1

07 92 00.C1

06 10 00.B1

08 54 13.B1

08 54 13.B1

07 92 00.A2

NEW METAL PANEL

TERMINATIONS

ON ALL SIDES

EXISTING METAL PANEL

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

W ROSS

E WELKER

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e rs

\s s h a n n o n \D o c u m e n ts \R e v it te m p

\0 -A

R C

H R s s h a n n o n s c h e m m e r.

c o m .r v t

/1

/2

:1 :1

A

M

A301-N

SCHEDULES, DOOR AND WINDOW DETAILS

08222.013

SLL

KSSG

SWS

10/11/2023

EGF POTATO LAB RENOVATION

USDA ARS

311 5TH AVENUE NORTHEAST

EAST GRAND FORKS, MN 56721

ISSUED FOR

CONSTRUCTION

08222013- 2- A301-N SCHEDULES, DOOR AND WINDOW DETAILS

WINDOW ELEVATION TYPES

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

EQUIPMENT SCHEDULE

EQUIP EQUIPMENT NAME ROOM NO ROOM NAME

PROVIDED BY INSTALLED BY CONNECTION BY EXIST

RELOC REMARKSOWNER CONTR OWNER CONTR OWNER CONTR

EQ-108 MIRROR 108 RR X X X

EQ-110 MIRROR 110 RR X X X

EQ-112 MIRROR 112 RR X X X

DOOR SCHEDULE - LABORATORIES

DOOR NO.

DOOR SIZE DOOR FRAME DETAIL

SET NO LABEL REMARKSWIDTH HEIGHT MATL & TYPE FINISH GLASS MATL & TYPE FINISH HEAD JAMB JAMB

107 3' - 6" 7' - 0" HM : HG P-4 G-1 HM : F1 P-4 4/A301 2/A301 2/A301 03

108 3' - 0" 7' - 0" WD : F WD - - HM : F1 P-4 4/A301 2/A301 2/A301 01

110 3' - 0" 7' - 0" WD : F WD - - HM : F1 P-4 4/A301 2/A301 2/A301 01

112 3' - 0" 7' - 0" WD : F WD - - HM : F1 P-4 4/A301 2/A301 2/A301 01

113 3' - 6" 7' - 0" HM : HG P-4 G-1 HM : F1 P-4 4/A301 2/A301 2/A301 04

114 3' - 6" 7' - 0" HM : HG P-4 G-1 HM : F1 P-4 3/A301 1/A301 1/A301 05

115 -1 3' - 6" 7' - 0" HM : HG P-4 G-2 HM : F1 P-4 3/A301 1/A301 1/A301 05 20 MIN

115 -2 3' - 6" 7' - 0" FRP : F FRP - - FRP : F1 FRP 8/A301 8/A301 8/A301 02

116 -1 3' - 6" 7' - 0" HM : HG P-4 G-2 HM : F1 P-4 3/A301 1/A301 1/A301 05 20 MIN

116 -2 3' - 6" 7' - 0" HM : HG P-4 G-2 HM : F1 P-4 3/A301 1/A301 1/A301 05 20 MIN

117 -1 3' - 6" 7' - 0" HM : HG P-4 G-2 HM : F1 P-4 3/A301 1/A301 1/A301 05 20 MIN

117 -2 3' - 6" 7' - 0" FRP : HG FRP G-2 FRP : F1 FRP 3/A301 1/A301 1/A301 05 20 MIN

117 -3 6' - 0" 8' - 0" STL : OH - - - - STL : - - - - 20 MIN SEE SPEC 08 33 23

202 -2 3' - 0" 7' - 0" HM : F P-4 - - HM : F1 P-4 6/A301 5/A301 5/A301 06

GLASS TYPES

G-1 1/4" CLEAR, TEMPERED GLASS

G-2 1/4" CLEAR, 20 MIN FIRE-RATED, TEMPERED GLASS

G-4 1/4" CLEAR, 45 MIN FIRE-RATED, TEMPERED GLASS, HOSE STREAM

IG-1 1" INSULATED, TINTED LOW-E GLASS

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

A3 - DOOR PANEL TYPES (HM)

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

A3 - DOOR FRAME TYPES (HM)

W3 W4

SCALE: 3/8" = 1'-0"

W7

WEST ELEVATION - WINDOW

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

A3 - DOOR FRAME TYPES (FRP)

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

A3 - DOOR PANEL TYPES (FRP)

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

A3 - DOOR PANEL TYPES (WD)

SCALE: 3" = 1'-0"

PLAN DETAIL - DOOR JAMB

06 10 00.B1 2x FIRE-TREATED WOOD BLOCKING

06 10 00.B2 FIRE-TREATED WOOD SHEATHING

06 10 00.C1 COMMERCIAL-GRADE WEATHER BARRIER

06 20 00.A2 NEW WOOD TRIM, 1/2" x 4", POPLAR SPECIES, EASE OUTSIDE EDGES, PICTURE FRAME CORNERS, PAINT

TO MATCH WINDOW EXTENSIONS & TRANSPARENT COAT

06 20 00.A3 SOLID SURFACE, 1/2" THICK, ADHERE TO SUBSTRATE, EASE OUTSIDE EDGES & CORNERS

06 20 00.A4 NEW WOOD TRIM, 1/2" x 2", POPLAR SPECIES, EASE OUTSIDE EDGES, PICTURE FRAME CORNERS, PAINT

TO MATCH WINDOW EXTENSIONS & TRANSPARENT COAT

07 21 00.B1 THERMAL FIBERGLASS BATT INSULATION, R-21

07 62 00.A1 SHEET METAL FLASHING W/ DRIP EDGE, PREFINISHED

07 92 00.A2 SILICONE SEALANT

07 92 00.C1 PAINTABLE INTERIOR SEALANT

08 11 13.A1 HOLLOW METAL DOOR FRAME; FULLY ENGAGE WALL CONSTRUCTION IN THROAT

08 11 13.A2 HOLLOW METAL DOOR FRAME; OFFSET THROAT AS SHOWN

08 11 13.A3 HOLLOW METAL FRAME STOP; 5/8" x 5/8" MINIMUM DIMENSION

08 11 13.A4 HOLLOW METAL WINDOW FRAME; FULLY ENGAGE WALL CONSTRUCTION IN THROAT

08 16 13.A2 FIBERGLASS DOOR FRAME, 9-3/4" DEPTH, FIELD VERIFY, FOAM INSULATION FILL FRAME VOIDS

08 54 13.A1 FIBERGLASS WINDOW, FIXED

08 54 13.A2 FIBERGLASS WINDOW EXTENSIONS, PRIMED & PAINTED & TRANSPARENT COAT, MATCH DEPTH AS

DRAWN

08 54 13.B1 WINDOW FLASHING TAPE, PER MANUFACTURER'S RECOMMENDATION FOR TYPE AND SUBSTRATE

BONDING

08 71 00.A1 DRIP EDGE

09 21 16.A2 GYPSUM BOARD, ABUSE-RESISTANT, MOISTURE-RESISTANT, 5/8" TYPE X

09 21 16.A3 GYPSUM BOARD, ABUSE-RESISTANT, 5/8" TYPE X

09 22 16.A1 NON-STRUCTURAL METAL FRAMING STUDS & TRACKS, 3-5/8", 16" O.C.

09 22 16.A4 NON STRUCTURAL METAL FRAMING BOX HEADER

KEYNOTE LEGEND

SCALE: 3" = 1'-0"

PLAN DETAIL - DOOR JAMB W/ TRIM

SCALE: 3" = 1'-0"

SECTION DETAIL - DOOR HEAD

SCALE: 3" = 1'-0"

SECTION DETAIL - DOOR HEAD W/ TRIM

SCALE: 3" = 1'-0"

HM DOOR FR JAMB EXISTING WALL

SCALE: 3" = 1'-0"

HM DOOR FR-HEAD EXISTING WALL

SCALE: 3" = 1'-0"

WINDOW HEAD @ TECH OFFICE

SCALE: 3" = 1'-0"

DOOR HEAD DETAIL @ EXTERIOR LAB DOOR

SCALE: 3" = 1'-0"

WINDOW HEAD DETAIL@ EXTERIOR SCALE: 3" = 1'-0"

WINDOW JAMB @ TECH OFFICE

SCALE: 3" = 1'-0"

WINDOW JAMB DETAIL@ EXTERIOR

SCALE: 3" = 1'-0"

EXTERIOR WINDOW SILL @ WEST WALL

W5

CONFIRM ALL EXISTING ROUGH OPENING DIMENSIONS

W6

JAMB SIMILAR

SCALE: 3" = 1'-0"

WINDOW SILL DETAIL@ EXTERIOR

lil lll ll/

/ln m ll lil lll ll/

/ln m

LIGHT FIXTURES

(SEE ELECTRICAL)

CONTROL JOINT (CJ)

GRILLES AND DIFFUSERS

(SEE MECHANICAL)

GYPSUM BOARD CEILING

LEGEND:

FOR CEILING HEIGHTS, SEE ROOM FINISH SCHEDULE

NEW 2x2 LAY-IN CEILING

GRID AND PADS

FIRE ALARM STROBE, SEE ELEC

FIRE ALARM SPEAKER, SEE ELEC

FIRE ALARM SPEAKER STROBE,

SEE ELEC

OCCUPANCY SENSOR, SEE ELEC

EXIT SIGN, SEE ELEC

FIRE ALARM HORN, SEE ELEC

FIRE ALARM HORN STROBE,

SEE ELEC

SMOKE DETECTOR, SEE ELEC

SPEAKER, SEE ELEC

F

F S

F S

OS

F

F

S

S

1 2 3 4

A

C

D

E

A.F.F.

2' x 2' ACT

9' - 9"

A.F.F.

2' x 2' ACT

8' - 6"

A.F.F.

2' x 2' ACT

9' - 9"

A.F.F.

2' x 2' ACT

9' - 9"

A.F.F.

2' x 2' ACT

9' - 9"

A.F.F.

2' x 2' ACT

9' - 9"

A.F.F.

2' x 2' ACT

9' - 9"

A.F.F.

2' x 2' ACT

9' - 9"

A.F.F.

2' x 2' ACT

9' - 9"

A.F.F.

2' x 2' ACT

9' - 9"

A.F.F.

2' x 2' ACT

9' - 9"

A.F.F.

2' x 2' ACT

9' - 9"

A.F.F.

2' x 2' ACT

8' - 6"

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

W ROSS

E WELKER

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e rs

\s s h a n n o n \D o c u m e n ts \R e v it te m p

\0 -A

R C

H R s s h a n n o n s c h e m m e r.

c o m .r v t

/1

/2

:1 :2

A

M

A601-N

REFLECTED CEILING PLAN - NORTH

08222.013

TJS

SWS

SWS

10/11/2023

EGF POTATO LAB RENOVATION

USDA ARS

311 5TH AVENUE NORTHEAST

EAST GRAND FORKS, MN 56721

ISSUED FOR

CONSTRUCTION

08222013- 2- A601-N REFLECTED CEILING PLAN - NORTH

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

FIRST FLOOR - NORTH

lil lll ll/

/ln m ll lil lll ll/

/ln m

202-1

2-

113115-1

117-3

-2

-1

-2

6-

116-2

A A

B B

C C

D D

RR

RR

CORRIDOR

TECHNICIANS

OFFICE

ANALYTICAL

RESEARCH

LAB (CLEAN)

EQUIPMENT

ROOM

PROCESSING

LAB (DIRTY)

RR

POTATO

PROCESSING

AREA

BOILER ROOM

STORAGE

A301-NW7

YELLOW FLOOR MARKINGS TO DELINEATE REQUIRED MEANS OF EGRESS TRAVEL;

DO NOT OBSTRUCT

INTERSTITIAL

SPACE

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

W ROSS

E WELKER

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e rs

\s s h a n n o n \D o c u m e n ts \R e v it te m p

\0 -A

R C

H R s s h a n n o n s c h e m m e r.

c o m .r v t

/1

/2

:1 :2

A

M

A901-N

FLOOR FINISH PLAN

08222.013

SLL

KSSG

SWS

10/11/2023

EGF POTATO LAB RENOVATION

USDA ARS

311 5TH AVENUE NORTHEAST

EAST GRAND FORKS, MN 56721

ISSUED FOR

CONSTRUCTION

08222013- 2- A901-N FLOOR FINISH PLAN

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

FIRST FLOOR PLAN - NORTH

FINISH KEY

KEY PRODUCT MANUFACTURER PATTERN / COLOR

1 FLOORING

CPT1 CARPET TILE MOHAWK AQUA RHYTHM TILE COLOR FRESHWATER 558, INSTALLATION ASHLAR

CPT2 CARPET TILE TBD TBD

POLISH 01 CONCRETE POLISH AND SEAL LATICRETE L&M DYE BLACK DIAMOND

POLISH 02 CONCRETE POLISH AND SEAL EXISTING NEW FINISH TO MATCH EXISTING FINISH OF POTATO PROCESSING AREA

SSB1 STAINLESS STEEL WALL COVE BASE INPRO TYPE 304; #4 SATIN

VB1 VINYL BASE JOHNSONITE 4", TBD

2 WALL COVERINGS

P-1 PAINT SHERWIN WILLIAMS SW7646 FIRST STAR

P-2 PAINT SHERWIN WILLIAMS SW 7641 COLLONADE GRAY

P-3 PAINT SHERWIN WILLIAMS SW 7640 FAWN BRINDLE

P-4 PAINT SHERWIN WILLIAMS SW 7645 THUNDER GRAY

P-5 PAINT SHERWIN WILLIAMS SW 7007 CEILING BRIGHT WHITE

P-6 PAINT MANUFACTURER PATTERN / COLOR

P-7 PAINT MANUFACTURER PATTERN / COLOR (PERMEABLE)

PT1 PORCELAIN TILE DALTILE SOCIETY; UNION SMOKE; 8"x48" ASHLAR; MATTE

4 CEILING FINISHES

ACC ACOUSTICAL CEILING CLOUDS ARMSTRONG TURF PLATE CABLE SUSPENSION FROM STRUCTURE

ACT1 ACOUSTICAL CEILING TILE ARMSTRONG LYRA PB W/ 9/16" INTERLUDE GRID

ACT2 ACOUSTICAL CEILING TILE ARMSTRONG 2x2 OPTIMA PB HEALTH ZONE W/ SUPRAFINE 9/16" GRID

ACT3 ACOUSTICAL CEILING TILE ARMSTRONG 2x2 OPTIMA PB W/ SUPRAFINE 9/16" GRID

MET EXTERIOR METAL CEILING METALWORKS LINEAR CLASSICS EXTERIOR, NON-PERFORATED, WALNUT ESPRESSO

ROOM SCHEDULE - NORTH

ROOM NO ROOM NAME

FLOOR

MATL

FLOOR

FINISH

BASE

MATL

CEILING NORTH WALL EAST WALL SOUTH WALL WEST WALL

REMARKSHEIGHT MATL MATL FINISH MATL FINISH MATL FINISH MATL FINISH

000 INTERSTITIAL SPACE CARPET TILE CPT 2 VB 9' 9" ACT3 GWB P2 EXIST -- GWB P2 GWB P2

108 RR CONC POLISH 01 SCHLUTER 9' 9" ACT3 GWB PT1 GWB PT1 GWB PT1 GWB PT1

110 RR CONC POLISH 01 SCHLUTER 9' 9" ACT3 GWB PT1 GWB PT1 GWB PT1 GWB PT1

112 RR CONC POLISH 01 SCHLUTER 9' 9" ACT3 GWB PT1 GWB PT1 GWB PT1 GWB PT1

113 CORRIDOR CONC POLISH 01 VB 9' 9" ACT3 GWB P2 GWB P2 GWB P2 GWB P2

114 TECHNICIANS OFFICE CONC POLISH 01 VB 9' 9" ACT3 GWB P2 GWB P2 GWB P2 GWB P2

115 ANALYTICAL RESEARCH LAB (CLEAN) CONC POLISH 01 VB 9' 9" ACT2 GWB P2 GWB P2 GWB P2 GWB P2 PAINT TO BE WASHABLE

116 EQUIPMENT ROOM CONC POLISH 01 VB 8' 6" ACT2 GWB P2 GWB P2 GWB P2 GWB P2 PAINT TO BE WASHABLE

117 PROCESSING LAB (DIRTY) CONC POLISH 01 SSB1 9' 9" ACT2 GWB P2 GWB P2 GWB P2 GWB P2 PAINT TO BE WASHABLE

NOTE: NOT ALL FINISHES IN THE FINISH KEY MAY BE LISTED IN THE ROOM SCHEDULE

lil lll ll/

/ln m ll lil lll ll/

/ln m

NO. DATE BY DESCRIPTION

REVISIONS

W ROSS

E WELKER

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e rs

\s s h a n n o n \D o c u m e n ts \R e v it te m p

\0 -A

R C

H R s s h a n n o n s c h e m m e r.

c o m .r v t

/1

/2

:1 :2

A

M

A 00-N

ARCHITECTURAL INFO SHEET

08222.013

TJS

SWS

SWS

10/11/2023

EGF POTATO LAB RENOVATION

USDA ARS

311 5TH AVENUE NORTHEAST

EAST GRAND FORKS, MN 56721

ISSUED FOR

CONSTRUCTION

08222013- 2- A 00-N ARCHITECTURAL INFO SHEET

NORTH

ARROW

NAME

ELEVATION

LEVEL

MATCHLINE

AREA A

AREA B

TITLE

MARKER

VIEW NAME

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

EXISTING

COLUMN

NEW

COLUMN

X

X

X

XX-XX

SIM

X

XX-XX

XXXX

DX

X

SECTION/

DETAIL

PLAN

DETAIL

REFERENCE

NOTE

REFERENCE

DEMOLITION

NOTE

EQUIPMENT

NUMBER

ROOM NAME

150 SF

ROOM

NUMBER

LETTER INDICATES

NEW COLUMN LINE

LETTER INDICATES

EXISTING COLUMN LINE

SECTION/DETAIL

NUMBER

SHEET NUMBER

INDICATES DIRECTION

OF VIEW

DETAIL NUMBER

SHEET NUMBER

REFERENCE

DESIGNATION

DEMOLITION

DESIGNATION

EQUIPMENT

NUMBER

ROOM NAME

DESIGNATION

ROOM NUMBER

DESIGNATION

ROOM AREA

DESIGNATION

SYMBOL LEGEND

ROOM /

FRAMING

ELEVATION

EXTERIOR

ELEVATION

XX-XX

XX-XX

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

DOOR

NUMBER

DOOR NUMBER10

WINDOW

DESIGNATION

WINDOW DESIGNATION000

TA-X

TOILET

ACCESSORY

TOILET ACCESSORY

NUMBER

WALL

TYPE

LETTER

INDICATES

PARTITION OR

WALL TYPE

X

DETAIL NUMBER

LEVEL CALLOUT

DESIGNATION

ELEVATION

DESIGNATION

GRAPHIC AREA FOR

DRAWING

TITLE

SCALE OF THE

DRAWING

ABBREVIATIONS REF. DEMO NOTES ( )

REFERENCE LEGEND

PLAN VIEW

SECTION / ELEVATION VIEW

SHEAR WALL

MASONRY-CMU

MASONRY-VENEER

STUD WALL

CONCRETE

GRAVEL

EARTH / COMPACTED

EARTH /

NONCOMPACTED

RIGID INSULATION

JOINT FILLER

STEEL

GYPSUM

FLEXIBLE INSULATION

GROUT

PLYWOOD

WOOD (FINISH)

MASONRY-CMU FACE

MASONRY-CMU

MASONRY-VENEER

ARCHITECTURAL SHEET LIST

PROJECT ARCHITECTURAL REFERENCED DEMOLITION NOTES

GENERAL NOTES DXGENERAL DEMO NOTES

PROJECT ARCHITECTURAL REFERENCED NOTES

KEYNOTES

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SB SECURITY BARS

SB SPLASH BLOCK

SCH SCHEDULE

SCHED SCHEDULE

SCR SCREW

SCT STRUCTURAL CLAY TILE

SCUT SCUTTLE

SCW SOFT COLD WATER

SD STORM DRAIN

SD SUBDRAIN

SDI STEEL DECK INSTITUTE

SECT SECTION

SECY SECRETARY

SEQ SEQUENCE

SF SQUARE FOOT (FEET)

SFU STRUCTURAL FACING

UNIT

SHLD SHOULDER

SHT SHEET

SHTG SHEATHING

SHW SOFT HOT WATER

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SL SNOW LOAD

SLBB SHORT LEG BACK TO

BACK

SM SPRINKLER MAIN

SOV SHUT OFF VALVE

SPA SPACE(ING)

SPEC SPECIFICATIONS

SPF SOUNDPROOF

SPH SPACE HEATER

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SS SANITARY SEWER

SS STAINLESS STEEL

SSMR STANDING SEAM METAL

ROOFING

STA STATION

STAIR STAIRWAY

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STGR STRINGER

STIFF STIFFENER

STIRR STIRRUPS

STL STEEL

STN STONE

STOR STORAGE

STR STRUCTURAL

SUB FL SUB FLOOR

SUCT SUCTION

SUSP SUSPENDED

SVF SHEET VINYL FLOORING

SW SWITCH

SWBD SWITCH BOARD

SYM SYMMETRICAL

T TREAD

T or TLT TOILET

TAN TANGENT

TBD TACK BOARD

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TERM TERMINAL

TGL TOGGLE

TH THRESHOLD

THK THICK

THRD THREAD

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOPO TOPOGRAPHIC

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TW TEMPERED WATER

TWR TEMPERED WATER

RETURN

TYP TYPICAL

UC UNIT COOLER

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS

LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED

OTHERWISE

UPS UNINTERRUPTIBLE

POWER SYSTEM

UR URINAL

UT UTILITY

UV UNIT VENTILATOR

V VOLT

VAC VACUUM

VAV VARIABLE AIR VOLUME

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VD VAULT DOOR

VEL VELOCITY

VENT VENTILATOR(ION)

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY

DRIVE

VOL VOLUME

VPC VERTICAL POINT OF

CURVATURE

VPI VERTICAL POINT OF

INTERSECTION

VPT VERTICAL POINT OF

TANGENCY

VS VENT STACK

VT VINYL-TILE

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W WIDE (WIDTH)

W WIRE

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER CLOSET

WC WATER COLUMN

WD WASTE DRAIN

WD WOOD

WD BLKG WOOD BLOCKING

WD DR WOOD DOOR

WDW WINDOW

WF WIDE FLANGE

WG WIRE GLASS

WH WALL HYDRANT

WHT WHITE

WI WROUGHT IRON

WKSH WORK SHOP

WL WIND LOAD

WNSCT WAINSCOT

WP WEATHER PROOF

WP WORK POINT

WPF WATER PROOF

WPFG WATER PROOFING

WRB WARDROBE

WS WASTE STACK

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WOVEN WIRE MESH

XFMR TRANSFORMER

YD YARD or YARD DRAIN

LBS POUNDS

LD LOAD

LDG LOADING

LE LEFT END

LG LENGTH (LONG)

LIN LINEAR

LIS LAWN IRRIGATION

SYSTEM

LL LIVE LOAD

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNTL LINTEL

LP LOW POINT

LPG LIQUIFIED PETROLEUM

GAS

LPS LOW PRESSURE STEAM

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LVT LUXURY VINYL TILE

M MIDDLE

M THOUSAND

M & B MATCHED AND BEADED

MA MAKE-UP AIR

MACH MACHINE

MAS MASONRY

MAT or

MATL

MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBH 1000 BTUH

MC MEDICINE CABINET

MC MISCELLANEOUS

CHANNELS

MECH MECHANICAL

MER MECHANICAL EQUIPMENT

ROOM

MET METAL

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML METAL LATH

MLDG MOULDING

MO MASONRY OPENING

MONO MONOLITHIC

MT METAL THRESHOLD

MTD MOUNTED

N NORTH

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL

CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS

ASSOCIATION

NFPA NATIONAL FIRE

PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NO NUMBER

NR NOT REQUIRED

NS NEAR SIDE

NTS NOT TO SCALE

OA OUTSIDE AIR

OB WG OBSCURE WIRE GLASS

OBGL OBSCURE GLASS

OBSC OBSCURE

OC ON CENTER(S)

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPS OPERATIONS

OS & Y OUTSIDE SCREW & YOKE

OSF OUTSIDE FACE

OV OVERFLOW VALVE

OX OXYGEN

OZ OUNCE

P PAINT

PA PUBLIC ADDRESS

PBS PUSH BUTTON STATION

PC PIECE

PC POINT OF CURVATURE

PC PRECAST

PCC PORTLAND CEMENT

CONCRETE

PCT PORCELAIN CERAMIC TILE

PD PRESSURE DROP

PE POLYETHYLENE

PEN PENETRATION

PERF PERFORATED

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIV POST INDICATING VALVE

PL or P PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLATF PLATFORM

PLBG PLUMBING

PLG PILING

PLWD PLYWOOD

PNL PANEL

POL POLISH(ED)

PORC PORCELAIN

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRESS PRESSURE

PROJ PROJECT

PRV PRESSURE REGULATING

VALVE

PS PRESSED STEEL

PSFT POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT POINT

PT POINT OF TANGENCY

PTD PAINTED

PTN PARTITION

PVC POLYVINYL-CHLORIDE

PVMT PAVEMENT

PW PASS WINDOW

1/4 RD QUARTER ROUND

QT QUARRY TILE

QT QUART

QTRS QUARTERS

QTY QUANTITY

QTZ QUARTZ

R REGISTER

R RISER

RA RETURN AIR

RAD OR

R

RADIUS

RB RESILIENT BASE

RC REMOTE CONTROL

RCP REINFORCED CONCRETE

PIPE

RD ROOF DRAIN

RE RIGHT END

REC RECEIVER

RECP RECEPTACLE

RECR RECREATION

RECT RECTIFIER

REF REFERENCE

REFR REFRIGERANT

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCEMENT

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

REV REVISIONS

RFG ROOFING

RH RELATIVE HUMIDITY

RL REFRIGERANT LIQUID

RM ROOM

RND ROUND

RO ROUGH OPENING

RPM REVOLUTIONS PER

MINUTE

RT RUBBER TILE

RTU ROOF TOP UNIT

RUB RUBBER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DIST DISTRIBUTION

DL DEAD LOAD

DMPR DAMPER

DN DOWN

DP DAMP PROOFING

DPT DEW POINT

DR DOOR

DRN DRAIN

DS DOWN SPOUT

DV DENTAL VACUUM

DWG DRAWING

DWLS DOWELS

DX DIRECT EXPANSION

E EAST

EA EACH

EA EXHAUST AIR

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY

RATIO

EJ EXPANSION JOINT

EL OR

ELEV

ELEVATION - GRADE OR

BUILDING

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

ENCL ENCLOSURE

ENT ENTERING

ENT ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATE

EVAP EVAPORATOR

EW EACH WAY

EWC ELECTRIC WATER

COOLER

EXC EXCAVATE

EXD EXIT DEVICE

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPL EXPLOSION

EXPN EXPANSION

EXT EXTERIOR

F FAHRENHEIT

F

FIRE

FA FRESH AIR

FCG FACING

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER

BRACKET

FEC FIRE EXTINGUISHER

CABINET

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FIX FIXTURE

FL or FLR FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FLG FLANGE

FLG FLOORING

FLUOR FLUORESCENT

FP FIRE PROTECTION

FPM FEET PER MINUTE

FPRF FIRE PROOF

FR FRAME

FRG FURRING

FS FAR SIDE

FS FLOOR SINK

FS FULL SIZE

FT FEET (FOOT)

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G GRILLE

G NATURAL GAS

GA GAGE OR GAUGE

GAL GALLON

GALV GALVANIZED

GEN GENERAL

GFE GOVERNMENT FURNISHED

EQUIPMENT

GFE/CI GOVERNMENT FURNISHED

EQUIPMENT/CONTRACTOR

INSTALLED

GFI GROUND FAULT

INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GND GROUND

GOVT GOVERNMENT

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRADE

GRS GALVANIZED RIGID STEEL

CONDUIT

GRTG GRATING

GSU GLAZED STRUCTURAL

UNITS

GWB GYPSUM WALLBOARD

GWT GLAZED WALL TILE

GYP GYPSUM

H or HT HEIGHT (HIGH)

HB HOSE BIBB

HBD HARDBOARD

HC HANDICAPPED

HD HEAD

HDPE HIGH DENSITY

POLYETHYLENE

HDR HEADER

HDW HARDWARE

HIP HIGH PRESSURE

HM HOLLOW METAL

HORIZ HORIZONTAL(LY)

HP HORSE POWER

HPS HIGH PRESURE STEAM

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH STRENGTH GYPSUM

PLASTER

HTG HEATING

HTR HEATER

HW HEAD WALL

HW HOT WATER

HWH HOT WATER HEATER

HWR HOT WATER RETURN

(HEATING)

HWS HOT WATER SUPPLY

(HEATING)

HYD HYDRAULIC

I or FE IRON

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IES ILLUMINATING

ENGINEERING SOCIETY

IN INCH

INSUL INSULATION

INT INTERIOR

INV INVERT OR INVERTER

IP IRON PIPE

ISF INSIDE FACE

JB JUNCTION BOX

JBOX JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JST JOIST

JT JOINT

K KEY

KCP KEENE'S CEMENT

PLASTER

KIP or K KILOPOUND (1000 LBS)

KIT KITCHEN

KL KEY LOCK

KP KICK PLATE

KV KILOVOLTS

KVA KILOVOLT AMPERES

KW KILOWATT

LAB LABORATORY

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

A COMPRESSED AIR

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABS ACRYLONITRILE BUTAD

STYRENE

AC ALTERNATING CURRENT

ACI AMERICAN CONCRETE

INSTITUTE

ACSR ALUMINUM CONDUCTOR

STEEL REINFORCED

ACST ACOUSTIC

AD ACCESS DOOR

AD AREA DRAIN

ADMIN ADMIN ADMINISTRATION

(IVE)

AFF ABOVE FINISH FLOOR

AFFF AQUEOUS FILM FORMING

FOAM

AGG AGGREGATE

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPS INTERRUPTING

CAPACITY (SYM RMS)

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

AL ACTIVE LEAF

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

AP ACCESS PANEL

APD AIR PRESSURE DROP

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL OR

ARCHITECT

ARI AMERICAN

REFRIGERATION

INSTITUTE

ASB ASBESTOS

ASPH ASPHALT

APC ACOUSTICAL PANEL

CEILING

AUTO AUTOMATIC

AV ACID VENT

AVG AVERAGE

AW ACID WASTE

AWC ACOUSTICAL WALL

COVERING

AWG AMERICAN WIRE GAUGE

L ANGLE

BATT BATT INSULATION

BB BULLETIN BOARD

BBO BOILER BLOW OFF

BC BOOKCASE

BD BOARD

BDY BOUNDARY

BEJ BRICK EXPANSION JOINT

BIT BITUMINOUS

BKR BREAKER

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BM BENCH MARK

BO BOTTOM OF

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRK BRICK

BRKT BRACKET

BS BOTH SIDES

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

BUR BUILT-UP ROOFING

BW BOTH WAYS

C CENTER

C OR

CND

CONDUIT (ELECTRICAL

SHEETS)

C TO C CENTER TO CENTER

CAP CAPACITY

CB CATCH BASIN (OR CIRCUIT

BREAKER)

CC CENTER TO CENTER

CCT CIRCUIT

CD CONDENSATE DRAIN

CE COVER ELEVATION

CEM CEMENT

CF CUBIC FEET

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CHIM CHIMNEY

CI CAST IRON

CI CURB INLET

CIP CAST IN PLACE

CIR CIRCULAR

CJ CONTROL JOINT

CKT CIRCUIT

CL CENTER LINE

CL WG CLEAR WIRE GLASS

CLG CEILING

CLKG CAULKING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY

UNIT

CNTR COUNTER

CO CLEAN OUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION

COMB COMBUSTION

COMP COMPRESSIBLE

COMPR COMPRESSOR

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONSTR CONSTRUCTION

CONSTR

JT

CONSTRUCTION JOINT

CONT CONTINUOUS

(CONTINUATION)

CONTR CONTRACTOR

COR CORNER

CORR

COVEREDCOV

CORRIDOR

CPL CEMENT PLASTER

CPS CYCLES PER SECOND

(HERTZ)

CPT CARPET

CR CONDENSER WATER

RETURN

CRES CORROSIVE RESISTANT

STEEL

CRG CARRIAGE

CRSE COURSE

CS CONDENSER WATER

SUPPLY

CS COUNTER SINK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

CTL CARPET TILE

CU CONDENSING UNIT

CU YD CUBIC YARDS

CUH CABINET UNIT HEATER

CV CEILING VENT

CW COLD WATER

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

CYL CYLINDER

D DEPTH (DEEP)

D DIFFUSER

d PENNY (as in nail - 10d)

D&M DRESSED AND MATCHED

DA DOUBLE ACTING

DB DRY BULB

dB DECIBEL

DBL DOUBLE

DC DIRECT CURRENT

DCJ DOWELED CONTROL

JOINT

DCJT DUMMY CONTROL JOINT

DCL DOOR CLOSER

DCW DOMESTIC COLD WATER

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DHW DOMESTIC HOT WATER

DI DEIONIZED WATER

DIA DIAMETER

CLO CLOSET

FR FIRE RATED

U/C UNDER CABINET

NORTH PLAN

NORTH

TRUE

NORTH

CBU CEMENTITIOUS BACKER

UNIT

F FLUSH or FRAME

FG FULL GLASS

G GLASS or GLASS TYPE

HG HALF GLASS

NV NARROW VISION

V VISION

SL SLIDING

BF(2) BIFOLD (DOUBLE)

IG INSULATED GLASS

SS SOLID SURFACE

A. THE DEMOLITION PLANS WERE PRODUCED BY DUPLICATING THE ORIGINAL

DRAWINGS PROVIDED BY THE OWNER AND LIMITED FIELD VERIFICATION.

DIMENSIONS AND EXISTING CONDITIONS ARE APPROXIMATE. CONTRACTOR

SHALL FIELD VERIFY EXISTING CONDITIONS. ITEMS WHICH ARE INTENDED

TO BE REMOVED, RELOCATED, OR SALVAGED ARE SHOWN AS FULL-TONE

DASHED LINES AND ARE LISTED IN THE REFERENCED DEMOLITION NOTES.

ALL OTHER ITEMS ARE INTENDED TO REMAIN IN PLACE AND ARE SHOWN

HALF-TONE.

B. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, THE ITEMS BELOW OR

HERE-IN. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED

RENOVATION AND NEW CONSTRUCTION WITH THE EXISTING BUILDING TO

IDENTIFY THE TOTAL EXTENT OF THE DEMOLITION REQUIRED AND AS LISTED

BELOW.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND

REMOVAL OF ALL EXISTING BUILDING COMPONENTS, MATERIALS,

EQUIPMENT, AND APPURTENANCES AS REQUIRED TO BUILD, ERECT,

INSTALL, OR ACCOMMODATE ALL NEW CONSTRUCTION WITH THE OWNER

HAVING FIRST RIGHT OF REFUSAL ON ALL ITEMS.

D. ITEMS NOTED TO BE REMOVED AND SALVAGED OR REINSTALLED SHALL BE

CAREFULLY REMOVED BY THE CONTRACTOR WITHOUT DAMAGE AND

STORED OR REINSTALLED ON THE SITE AS DIRECTED. REMOVED AND

SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER.

E. WHERE EXISTING FLOOR MATERIALS AND/OR WALLS ARE TO BE REMOVED,

PREP REMAINING FLOOR AND/OR WALL SUBSTRATE AS REQUIRED PER

MANUFACTURERS RECOMMENDATIONS FOR THE NEW FLOOR/WALL FINISH

MATERIAL. REMOVE ALL FINISH FLOORING DOWN TO BASE SUBSTRATE

FLOORING AND PREP TO RECEIVE NEW FINISH.

F. IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE, MATERIAL

REASONABLY BELIEVED TO BE ASBESTOS, LEAD-BASED PAINT, OR ANY

OTHER HAZARDOUS MATERIAL WHICH HAS NOT BEEN RENDERED

HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE

AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER AND

ARCHITECT IN WRITING. THE WORK IN THE AFFECTED AREA SHALL NOT

THEREAFTER BE RESUMED EXCEPT BY WRITTEN AGREEMENT OF THE

OWNER AND CONTRACTOR.

G. THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION, MAINTENANCE,

AND REMOVAL OF ALL CONSTRUCTION BARRIERS.

H. TEMPORARILY SHORE AND BRACE STRUCTURE AT ALL BEARING WALL

DEMOLITION LOCATIONS UNTIL NEW PERMANENT STRUCTURE IS

ESTABLISHED. SEE STRUCTURAL.

J. REMOVE EXISTING ELEMENTS/FINISHES NOT REQUIRED IN THE COMPLETED

PROJECT, BUT CONFLICTING WITH NEW FINISHES. THESE

ELEMENTS/FINISHES SHALL INCLUDE, BUT ARE NOT LIMITED TO THE ITEMS

LISTED BELOW:

1. REMOVE EXISTING CEILING SUSPENSION SYSTEMS ANYWHERE NEW

CEILINGS ARE INDICATED PER THE REFLECTED CEILING PLAN AND ROOM

FINISH SCHEDULE

2. REMOVE EXISTING FLOOR FINISHES IN AREAS TO RECEIVE NEW FLOOR

FINISHES PER THE ROOM FINISH SCHEDULE.

3. DOORS AND FRAMES SHALL BE REMOVED AS REQUIRED TO

ACCOMMODATE NEW DOORS AND FRAMES AS SHOWN IN THE DOOR

SCHEDULE.

4. ALL EXISTING WALLS, DOORS, FRAMES, AND WINDOWS SHOWN ON THE

PLAN AS A FULL-TONE DASHED LINE ARE TO BE REMOVED.

K. REMOVE EXISTING FLOOR FINISHES IN AREAS TO RECEIVE NEW FLOOR

FINISHES PER THE ROOM FINISH SCHEDULE.SEE STRUCTURAL,

MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION,

INCLUDING, BUT NOT LIMITED TO, ALL CONCRETE SLAB REMOVAL AND

REPLACEMENT.

L. REFER TO MECHANICAL DEMOLITION PLANS FOR ADDITIONAL DEMOLITION

REQUIRED TO ACCOMMODATE NEW MECHANICAL PIPING AND ASSOCIATED

EQUIPMENT.

M. RECOVER FIRE EXTINGUISHERS IN THE FACILITY AND REUSE ACCORDING TO

LABELS SHOWN ON NEW CONSTRUCTION PLANS. COORDINATE WITH USDA

STAFF ON SITE.

A. EXISTING CONDITIONS ARE BASED ON DRAWINGS PROVIDED BY THE OWNER

AND LIMITED FIELD VERIFICATION. THE CONTRACTOR SHALL FIELD VERIFY

ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE

ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM

THOSE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ADJUST TO

ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER.

B. ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF

DOCUMENTS TO DETERMINE THEIR FULL SCOPE OF WORK. CONTRACTOR

SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURE TO REVIEW ENTIRE

SET OF DOCUMENTS.

C. CONTRACTOR SHALL TAKE ALL MEASUREMENTS FOR WORK AND BE

RESPONSIBLE FOR SAME. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD

CONDITIONS AT NO ADDITIONAL EXPENSE TO OWNER. COORDINATE THE

WORK AND SHOP DRAWINGS WITH ALL OTHER TRADES AFFECTED.

D. SCREENED HALF-TONE LINES INDICATE EXISTING CONSTRUCTION TO

REMAIN. FULL-TONE LINES INDICATE NEW OR RELOCATED CONSTRUCTION.

E. DIMENSIONS ARE TYPICALLY TO FINISH FACE OF MASONRY, CONCRETE,

EXISTING GYPSUM WALL BOARD, AND TO FACE OF METAL STUDS; OR

CENTER LINE OF COLUMN OR BEAMS, UNLESS NOTED OTHERWISE.

F. INTERIOR DOORS WITH THE HINGE-SIDE SHOWN CLOSE TO CORNERS SHALL

BE LOCATED 4 INCHES FROM ADJACENT WALL UNLESS NOTED OTHERWISE

G. CHANGES IN FLOOR MATERIALS SHALL OCCUR UNDER DOORS.

1. PROVIDE POSITIVE DRAINAGE TO ALL ROOMS WITH NEW FLOOR DRAINS.

H. ALL ANGLES ON THE FLOOR PLANS ARE 45 OR 90 DEGREES UNLESS

OTHERWISE INDICATED.

I. ALL STEEL STUDS ADJACENT TO STEEL COLUMNS SHALL BE HELD A 1/2 INCH

AWAY FROM STEEL COLUMNS.

J. IN VIEWING THESE DRAWINGS, THE CONTRACTOR SHALL PAY CLOSE

ATTENTION TO THE MATCH LINES. SOME WORK AND NOTE REFERENCES

MAY BE REPEATED, BUT DO NOT ALWAYS SHOW ON BOTH SIDES OF THE

MATCH LINE.

K. PROVIDE 2x6 OR LARGER FIRE-RETARDANT-TREATED WOOD BLOCKING IN

WALLS AND FURRING SPACES AS REQUIRED FOR MOUNTING OF ALL WALL

SUPPORTED ITEMS. WHETHER OR NOT DETAILED ON THE DRAWINGS, THE

DRYWALL CONTRACTOR SHALL COORDINATE AND INSTALL ALL STIFFENERS,

BRACING, BACK-UP PLATES, AND SUPPORTING BRACKETS AS REQUIRED

FOR THE INSTALLATION OF CASEWORK AND WALL MOUNTED OR

SUSPENDED MECHANICAL, ELECTRICAL, OR MISCELLANEOUS EQUIPMENT.

THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, HANDRAIL BRACKETS,

DOOR WALL STOPS, FIRE EXTINGUISHER CABINETS, VANITY TOPS, BASE AND

WALL CABINETS, COUNTERTOPS, CONTROL PANELS, WATER COOLERS,

WALL HUNG SINKS, URINALS, TOILETS, MIRRORS, SOAP DISPENSERS, PAPER

TOWEL DISPENSERS, NAPKIN DISPOSAL, TOILET PARTITIONS, URINAL

SCREENS, TOILET PAPER DISPENSERS, SIGNAGE, GRAB BARS, FIRE ALARM

PANELS AND MASTER CLOCKS, ETC.

L. INTERIOR CONTROL JOINTS ON GYPSUM BOARD SURFACES SHALL BE 24'-0"

ON CENTER MAX AND AS INDICATED WITH-IN. PROVIDE CONTROL JOINT AT

EACH SIDE OF DOOR FRAME, TYPICAL.

M. ALL CONTROL JOINTS (CJ) SHALL BE CAULKED AT EXTERIOR WALL

LOCATIONS AND RAKED BACK 3/4 INCH AT ALL INTERIOR JOINTS UNLESS

OTHERWISE NOTED.

N. WHERE METAL STUDS EXTEND TO THE STRUCTURE ABOVE, PROVIDE

DOUBLE HEAD TRACK TO ALLOW SLIPPAGE TO COMPENSATE FOR

DEFLECTION OF THE STRUCTURE ABOVE.

O. ALL METAL STUD PARTITIONS WHICH DO NOT EXTEND TO STRUCTURE

ABOVE SHALL BE BRACED AT 8'-0" ON CENTER MAX UNLESS NOTED OR

DETAILED OTHERWISE.

P. PATCH EXISTING WALLS, FLOORS, AND CEILING SURFACES DEMOLISHED,

CUT, CORED, OR ALTERED IN ANY WAY TO ACCOMMODATE NEW

CONSTRUCTION OR TO RECEIVE NEW FINISHES. PREP ALL EXISTING

FLOORS TO RECEIVE NEW FINISHES PER ROOM FINISH SCHEDULE.

Q. CONTRACTOR SHALL VERIFY CMU WALLS HAVE NO CHIPPED EDGES AND

THAT JOINTS HAVE BEEN TOOLED TO REMOVE ALL EXCESS MORTAR AND

ARE READY TO RECEIVE PAINT. CONTRACTOR SHALL APPROVE WALLS TO

RECEIVE PAINT PRIOR TO HAVING PAINTER INSPECT FOR APPROVAL.

R. PATCH ALL CONCRETE SLAB LOCATIONS DEMOLISHED TO INSTALL NEW

STRUCTURAL, MECHANICAL, OR ELECTRICAL WORK.

S. SEE REFLECTED CEILING PLANS FOR RATED WALLS WHICH EXTEND TO THE

UNDERSIDE OF STRUCTURE ABOVE.

03 05 16.A1 UNDERSLAB VAPOR BARRIER, 15 MIL, DESIGNED FOR INSTALLATION UNDER CONCRETE

SLABS, EXTEND THROUGHOUT THE NEW CONSTRUCTION…