Attachment 3 Drawings.pdf

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

W ROSS

E WELKER

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

FACILITIES 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

A u to d e s k D o c s

/0

U S

D A

N C

S L

G R

E E

N H

O U

S E

S P

H A

S E

V /0

-A

R C

H R

.r v t

/5

/2

:1 :0

A

M

COVER SHEET

09228.021

TJS

SWS

SWS

05/11/2026

USDA NCSL GREENHOUSES PHASE V

USDA ARS

1307 18TH STREET NORTH, FARGO, ND 58102

95% DESIGN -

NOT FOR

CONSTRUCTION

09228021- 0- 0 COVER SHEET

1307 18TH STREET NORTH, FARGO, ND 58102

95% DESIGN - NOT FOR CONSTRUCTION

USDA NCSL GREENHOUSES

PHASE V

ARCHITECTURAL

A000 ARCHITECTURAL INFO SHEET

AD122 DEMOLITION ROOF PLAN - HEADHOUSE

AD235-F DEMOLITION PLANS & ELEVATIONS - RANGE F

AD236-G DEMOLITION PLANS & ELEVATIONS - RANGE G

AD335-F DEMOLITION BUILDING SECTIONS - RANGE F

AD336-G DEMOLITION BUILDING SECTIONS - RANGE G

A111 FIRST FLOOR PLAN - COMPOSITE

A112 ROOF PLAN - COMPOSITE

A122 ROOF PLAN - HEADHOUSE

A235-F1 FLOOR PLAN / DOORS - RANGE F

A235-F2 RCP & ROOF PLAN - RANGE F

A236-G1 FLOOR PLAN / DOORS - RANGE G

A236-G2 RCP & ROOF PLAN - RANGE G

A321 BUILDING SECTIONS - HEADHOUSE

A335-F EXTERIOR ELEVATIONS & BUILDING SECTIONS - RANGE F

A336-G EXTERIOR ELEVATIONS & BUILDING SECTIONS - RANGE G

A435-F1 INTERIOR ELEVATIONS - RANGE F

A435-F2 INTERIOR ELEVATIONS - RANGE F

A436-G1 INTERIOR ELEVATIONS - RANGE G

A436-G2 INTERIOR ELEVATIONS - RANGE G

A521 ROOF DETAILS

A522 ROOF DETAILS

A531 WALL SECTIONS - ALL RANGES

A532 DETAILS - ALL RANGES

GENERAL

0 COVER SHEET

ACC01 ARCHITECTURAL CODE COMPLIANCE

G001 SCOPE OF WORK

LABORATORY

Q101 LEGENDS, NOTES, AND ABBREVIATIONS

Q111 FIRST FLOOR PLAN - COMPOSITE

HAZARDOUS

H100 ASBESTOS ABATEMENT

GREENHOUSE CONTROLS

X131 GREENHOUSE CONTROLS - SINGLE LINE DIAGRAM - CELL

X132 GREENHOUSE CONTROLS - SINGLE LINE DIAGRAM - RANGE

X133 GREENHOUSE CONTROLS - NETWORK TOPOLOGY

X134 GREENHOUSE CONTROLS - INSTALLATION DETAIL

X136 GREENHOUSE CONTROLS - LOW VOLTAGE ROOM DETAIL

Q231-F ENLARGED LAB FLOOR PLAN - RANGE F

Q231-G ENLARGED LAB FLOOR PLAN - RANGE G

Q431-F1 INTERIOR LAB ELEVATIONS - RANGE F

Q431-F2 INTERIOR LAB ELEVATIONS - RANGE F

Q431-F3 INTERIOR LAB ELEVATIONS - RANGE F

Q431-G1 INTERIOR LAB ELEVATIONS - RANGE G

Q431-G2 INTERIOR LAB ELEVATIONS - RANGE G

Q431-G3 INTERIOR LAB ELEVATIONS - RANGE G

Q501 GREENHOUSE BENCH DETAILS

MECHANICAL

M001 MECH - LEGENDS, ABBREVIATIONS, AND GENERAL NOTES

MD231 MECHANICAL OVERALL DEMOLITION PLAN

M231-F MECH - DEMO WORK & NEW WORK - RANGE F

M231-G MECH - DEMO WORK & NEW WORK - RANGE G

M501 MECH - DETAILS

M601 MECH - SCHEDULES

ELECTRICAL

E001 ELECTRICAL LEGENDS, ABBREVIATIONS, AND GENERAL NOTES

ED231 ELECTRICAL OVERALL DEMOLITION PLAN

E231-F ELECTRICAL LIGHTING & POWER PLAN - RANGE F

E232-G ELECTRICAL LIGHTING & POWER PLAN - RANGE G

EM231-F ELECTRICAL MECHANICAL EQUIPMENT PLAN - RANGE F

EM231-G ELECTRICAL MECHANICAL EQUIPMENT PLAN - RANGE G

E501 ELECTRICAL DETAILS, LIGHTING FIXTURE SCHEDULE AND

PARTIAL RISER DIAGRAM

E601 ELECTRICAL PANEL SCHEDULES

E602 ELECTRICAL PANEL SCHEDULES

GHC8 GREENHOUSE CONTROLS -EQUIPMENT CABINET (ZONE B06)

TYPICAL OF 1

GHC9 GREENHOUSE CONTROLS -EQUIPMENT CABINET DOOR PANEL

(ZONE B06) TYP. OF 1

GHC10 GREENHOUSE CONTROLS -EQUIPMENT CABINET (ZONE B01-B05)

TYP. OF 5

GHC11 GREENHOUSE CONTROLS -EQUIPMENT CABINET (ZONE B01-B05)

TYP. OF 5

GHC12 GREENHOUSE CONTROLS -BLOCK B SENSOR INPUTS

PD231 PLUMBING OVERALL DEMOLITION PLAN

PLUMBING

P001 PLUMBING - LEGENDS, ABBREVIATIONS, AND GENERAL NOTES

P231-F PLUMBING - DEMO WORK & NEW WORK - RANGE F

P231-G PLUMBING - DEMO WORK & NEW WORK - RANGE G

P501 PLUMBING - DETAILS

P601 PLUMBING - SCHEDULES

B101

D101

F101

B102

D102

F102

H101

H102

I102

I101

A101-1

C101-1

E101-1

A102

A

-2

C102

E102

E

-2

G101-1

G

-2

G102

J102

J1

J101 J100

M

-2

E330E330A

A

B

E

E

E

E

E

E

E E

E

EE

E

E

E

E

E

E

E

E

E E

E E

2 2

169 SF

CORRIDOR

A101

CORRIDOR

A102

424 SF

A1

A1

428 SF

A2

A2

427 SF

A3

A3

428 SF

A4

A4

428 SF

A5

A5

126 SF

VESTIBULE

B101

423 SF

B1 ADA/ABA

B1

427 SF

B2

B2

428 SF

B3

B3

427 SF

B4

B4

428 SF

B5

B5

528 SF

B6

B6

172 SF

VEST

C101

424 SF

C1

C1

430 SF

C2

C2

428 SF

C3

C3

431 SF

C4

C4

428 SF

C5

C5

530 SF

C6

C6

131 SF

VEST

D101

CORRIDOR

D102

421 SF

D1 ADA/ABA

D1

427 SF

D2

D2

427 SF

D3

D3

650 SF

D4

D4

168 SF

VEST

E101

CORRIDOR

E102

418 SF

E1

E1

422 SF

E2

E2

431 SF

E3

E3

474 SF

E4

E4

427 SF

E5

E5

135 SF

VEST

F101

CORRIDOR

F102

422 SF

F1 ADA/ABA

F1

425 SF

F2

F2

427 SF

F3

F3

425 SF

F4

F4

424 SF

F5

F5

165 SF

VEST

G101

CORRIDOR

G102

421 SF

G1

G1

429 SF

G2

G2

429 SF

G3

G3

431 SF

G4 ADA/ABA

G4

427 SF

G5

G5

134 SF

VEST

H101

CORRIDOR

H102

414 SF

H1

H1

427 SF

H2

H2

426 SF

H3

H3

426 SF

H4

H4

428 SF

H5

H5

130 SF

VEST

I101

CORRIDOR

I102

418 SF

I1

I1

424 SF

I2

I2

430 SF

I3

I3

426 SF

I4

I4

425 SF

I5

I5

170 SF

VEST

J101

CORRIDOR

J102

446 SF

J1

J1

451 SF

J2

J2

457 SF

J3

J3

193 SF

VEST

M10

S F

P A

S S

A G

E

M

257 SF

SUGARBEETS

M5

142 SF

COOLER

M4

408 SF

MECH

M2

553 SF

STOR

M1

184 SF

RECEIVING

M3

119 SF

WOMEN

M7

108 SF

MEN

M9

266 SF

WORK AREA

M12

199 SF

WORK AREA

M13

246 SF

PASSAGE

AB2

285 SF

PASSAGE

AB1

S

F

H S

K P

M

267 SF

EDIBLE BEANS

B7

S F

S T

E R

IL

IZ

IN

G

A

193 SF

INOCULATION

B8

228 SF

THRESHING

B9

268 SF

WHITE MOLD

B10

79 SF

SOIL

A11

83 SF

SOIL

A10

82 SF

SOIL

A9

82 SF

SOIL

A8

814 SF

CORRIDOR

AB

283 SF

PASSAGE

CD1

317 SF

PASSAGE

CD2

263 SF

SUNFLOWER

BREEDING

C7 130 SF

WORK AREA

CD3

543 SF

CORRIDOR

CD

81 SF

EQUIP

D7

81 SF

EQUIP

D8

260 SF

SUNFLOWER

PATHOLOGY

C8

262 SF

WORK

C9

126 SF

WORK

125 SF

PASSAGE

325 SF

PASSAGE

996 SF

CORRIDOR

EF

252 SF

WORK

F7

227 SF

WORK

F8

243 SF

WORK

F9

98 SF

STOR

F10

101 SF

STOR

F11

442 SF

J5

J5

VEST

J103

524 SF

I6

I6

529 SF

A6

A6

CORRIDOR

B102

CORRIDOR

C102

513 SF

E6

E6

750 SF

D5

D5

524 SF

F6

F6

531 SF

G6

G6

525 SF

H6

H6

318 SF

PASSAGE

GH2

283 SF

PASSAGE

GH1

65 SF

WOMENS

G7

63 SF

MENS

G8

126 SF

WORK

G9

166 SF

WORK

G10

167 SF

WORK

G11

167 SF

WORK

G12

127 SF

STERILIZING

H7

65 SF

SOIL

H8

64 SF

SOIL

H9

64 SF

SOIL

H10

65 SF

SOIL

H11

545 SF

CORRIDOR

GH

408 SF

CORRIDOR

IJ

186 SF

PASSAGE

IJ1

BUSINESS (B)

UTILITY (U)

444 SF

J4

J4

533 SF

J6

J6

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

W ROSS

E WELKER

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

FACILITIES 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

A u to d e s k D o c s

/0

U S

D A

N C

S L

G R

E E

N H

O U

S E

S P

H A

S E

V /0

-A

R C

H R

.r v t

/5

/2

:1 :0

A

M

ACC01

ARCHITECTURAL CODE COMPLIANCE

09228.021

JMB

SWS

SWS

05/11/2026

USDA NCSL GREENHOUSES PHASE V

USDA ARS

1307 18TH STREET NORTH, FARGO, ND 58102

95% DESIGN -

NOT FOR

CONSTRUCTION

09228021- 0- ACC01 ARCHITECTURAL CODE COMPLIANCE

SCALE: 1/16" = 1'-0"

FIRST FLOOR - CODE REVIEW PLAN

BUILDING AREA

REGION AREA (SF)

HEADHOUSE 15263 SF

GREENHOUSE A 3925 SF

GREENHOUSE B 3875 SF

GREENHOUSE C 3926 SF

GREENHOUSE D 3872 SF

GREENHOUSE E 3934 SF

GREENHOUSE F 3865 SF

GREENHOUSE G 3932 SF

GREENHOUSE H 3865 SF

GREENHOUSE J 3991 SF

GREENHOUSE I 3871 SF

54319 SFGROSS BUILDING AREA:

SS SMOKE PARTITION

XX FIRE WALL, BUILDING

SEPARATION (X HOURS)

SS SMOKE BARRIER (1 HR)

XX FIRE PARTITION (X HOURS)

XX FIRE BARRIER (X HOURS)

APPLICABLE CODES:

BUILDING:

ACCESSIBILITY:

LIFE SAFETY:

ENERGY:

MECHANICAL:

PLUMBING:

ELECTRICAL:

OTHER:

OCCUPANCY GROUPS

CONSTRUCTION TYPE

REQUIRED ASSEMBLY RATINGS

PRIMARY STRUCTURAL FRAME:

EXTERIOR BEARING WALLS:

INTERIOR BEARING WALLS:

FLOOR ASSEMBLIES:

ROOF ASSEMBLIES:

FIRE PROTECTION FEATURES:

FIRE ALARM:

FIRE ALARM CONTROL PANEL:

REMOTE ANNUNCIATOR PANEL:

SMOKE DETECTION:

HEAT DETECTION:

FIRE PUMP:

BACKUP POWER:

SUPPRESSION - STAND PIPES:

SUPPRESSION - AUTOMATIC:

FIRE EXTINGUISHERS:

TYPE 1 COMMERCIAL HOODS:

BUILDING HEIGHT & AREA

BUILDING HEIGHT:

NUMBER OF STORIES:

LEGEND:

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.

ACCESSORY OCCUPANCY

INCIDENTAL OCCUPANCY

NOT HABITABLE

OCCUPANCY

MIXED USE SEPARATIONS:

INCIDENTAL USES:

IMAGINARY PROPERTY LINE

2018 IBC

2015 ABA / 2010 ADA

2021 NFPA 101

2016 ASHRAE 90.1

2018 IMC

2018 IPC

2020 NFPA 70 / 2021 NFPA 70E

IIB

N/A

N/A

N/A

2 HR

ACC_ROOM SCHEDULE

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

LOADAREA / OCC

FIRST FLOOR

BUSINESS (B)

134 WORK BUSINESS AREAS 126 SF / 150 SF 0.84

A7 STERILIZING STORAGE AREAS 163 SF / 300 SF 0.54

A8 SOIL STORAGE AREAS 82 SF / 300 SF 0.27

A9 SOIL STORAGE AREAS 82 SF / 300 SF 0.27

A10 SOIL STORAGE AREAS 83 SF / 300 SF 0.28

A11 SOIL STORAGE AREAS 79 SF / 300 SF 0.26

B7 EDIBLE BEANS BUSINESS AREAS 267 SF / 150 SF 1.78

B8 INOCULATION BUSINESS AREAS 193 SF / 150 SF 1.29

B9 THRESHING BUSINESS AREAS 228 SF / 150 SF 1.52

B10 WHITE MOLD BUSINESS AREAS 268 SF / 150 SF 1.79

C7 SUNFLOWER BREEDING BUSINESS AREAS 263 SF / 150 SF 1.75

C8 SUNFLOWER PATHOLOGY BUSINESS AREAS 260 SF / 150 SF 1.73

C9 WORK BUSINESS AREAS 262 SF / 150 SF 1.75

CD3 WORK AREA BUSINESS AREAS 130 SF / 150 SF 0.87

D7 EQUIP STORAGE AREAS 81 SF / 300 SF 0.27

D8 EQUIP STORAGE AREAS 81 SF / 300 SF 0.27

F7 WORK BUSINESS AREAS 252 SF / 150 SF 1.68

F8 WORK BUSINESS AREAS 227 SF / 150 SF 1.51

F9 WORK BUSINESS AREAS 243 SF / 150 SF 1.62

F10 STOR STORAGE AREAS 98 SF / 300 SF 0.33

F11 STOR STORAGE AREAS 101 SF / 300 SF 0.34

G9 WORK BUSINESS AREAS 126 SF / 150 SF 0.84

G10 WORK BUSINESS AREAS 166 SF / 150 SF 1.11

G11 WORK BUSINESS AREAS 167 SF / 150 SF 1.11

G12 WORK BUSINESS AREAS 167 SF / 150 SF 1.11

H7 STERILIZING STORAGE AREAS 127 SF / 300 SF 0.42

H8 SOIL STORAGE AREAS 65 SF / 300 SF 0.22

H9 SOIL STORAGE AREAS 64 SF / 300 SF 0.21

H10 SOIL STORAGE AREAS 64 SF / 300 SF 0.21

H11 SOIL STORAGE AREAS 65 SF / 300 SF 0.22

M1 STOR STORAGE AREAS 553 SF / 300 SF 1.84

M2 MECH MECHANICAL EQUIPMENT ROOM 408 SF / 300 SF 1.36

M3 RECEIVING MERCANTILE AREAS STORAGE,

SHIPPING

184 SF / 300 SF 0.61

M4 COOLER STORAGE AREAS 142 SF / 300 SF 0.47

M5 SUGARBEETS BUSINESS AREAS 257 SF / 150 SF 1.71

M12 WORK AREA BUSINESS AREAS 266 SF / 150 SF 1.77

M13 WORK AREA BUSINESS AREAS 199 SF / 150 SF 1.32

: 37 35.51

BUSINESS (B): 37 35.51

UTILITY (U)

A1 A1 AGRICULTURAL BUILDING 424 SF / 300 SF 1.41

A2 A2 AGRICULTURAL BUILDING 428 SF / 300 SF 1.43

A3 A3 AGRICULTURAL BUILDING 427 SF / 300 SF 1.42

A4 A4 AGRICULTURAL BUILDING 428 SF / 300 SF 1.43

A5 A5 AGRICULTURAL BUILDING 428 SF / 300 SF 1.43

A6 A6 AGRICULTURAL BUILDING 529 SF / 300 SF 1.76

B1 B1 ADA/ABA AGRICULTURAL BUILDING 423 SF / 300 SF 1.41

B2 B2 AGRICULTURAL BUILDING 427 SF / 300 SF 1.42

B3 B3 AGRICULTURAL BUILDING 428 SF / 300 SF 1.43

B4 B4 AGRICULTURAL BUILDING 427 SF / 300 SF 1.42

B5 B5 AGRICULTURAL BUILDING 428 SF / 300 SF 1.43

B6 B6 AGRICULTURAL BUILDING 528 SF / 300 SF 1.76

C1 C1 AGRICULTURAL BUILDING 424 SF / 300 SF 1.41

C2 C2 AGRICULTURAL BUILDING 430 SF / 300 SF 1.43

C3 C3 AGRICULTURAL BUILDING 428 SF / 300 SF 1.43

C4 C4 AGRICULTURAL BUILDING 431 SF / 300 SF 1.44

C5 C5 AGRICULTURAL BUILDING 428 SF / 300 SF 1.43

C6 C6 AGRICULTURAL BUILDING 530 SF / 300 SF 1.77

D1 D1 ADA/ABA AGRICULTURAL BUILDING 421 SF / 300 SF 1.40

D2 D2 AGRICULTURAL BUILDING 427 SF / 300 SF 1.42

D3 D3 AGRICULTURAL BUILDING 427 SF / 300 SF 1.42

D4 D4 AGRICULTURAL BUILDING 650 SF / 300 SF 2.17

D5 D5 AGRICULTURAL BUILDING 750 SF / 300 SF 2.50

E1 E1 AGRICULTURAL BUILDING 418 SF / 300 SF 1.39

E2 E2 AGRICULTURAL BUILDING 422 SF / 300 SF 1.41

E3 E3 AGRICULTURAL BUILDING 431 SF / 300 SF 1.44

E4 E4 AGRICULTURAL BUILDING 474 SF / 300 SF 1.58

E5 E5 AGRICULTURAL BUILDING 427 SF / 300 SF 1.42

E6 E6 AGRICULTURAL BUILDING 513 SF / 300 SF 1.71

F1 F1 ADA/ABA AGRICULTURAL BUILDING 422 SF / 300 SF 1.41

F2 F2 AGRICULTURAL BUILDING 425 SF / 300 SF 1.42

F3 F3 AGRICULTURAL BUILDING 427 SF / 300 SF 1.42

F4 F4 AGRICULTURAL BUILDING 425 SF / 300 SF 1.42

F5 F5 AGRICULTURAL BUILDING 424 SF / 300 SF 1.41

F6 F6 AGRICULTURAL BUILDING 524 SF / 300 SF 1.75

G1 G1 AGRICULTURAL BUILDING 421 SF / 300 SF 1.40

G2 G2 AGRICULTURAL BUILDING 429 SF / 300 SF 1.43

G3 G3 AGRICULTURAL BUILDING 429 SF / 300 SF 1.43

G4 G4 ADA/ABA AGRICULTURAL BUILDING 431 SF / 300 SF 1.44

G5 G5 AGRICULTURAL BUILDING 427 SF / 300 SF 1.42

G6 G6 AGRICULTURAL BUILDING 531 SF / 300 SF 1.77

H1 H1 AGRICULTURAL BUILDING 414 SF / 300 SF 1.38

H2 H2 AGRICULTURAL BUILDING 427 SF / 300 SF 1.42

H3 H3 AGRICULTURAL BUILDING 426 SF / 300 SF 1.42

H4 H4 AGRICULTURAL BUILDING 426 SF / 300 SF 1.42

H5 H5 AGRICULTURAL BUILDING 428 SF / 300 SF 1.43

H6 H6 AGRICULTURAL BUILDING 525 SF / 300 SF 1.75

I1 I1 AGRICULTURAL BUILDING 418 SF / 300 SF 1.39

I2 I2 AGRICULTURAL BUILDING 424 SF / 300 SF 1.41

I3 I3 AGRICULTURAL BUILDING 430 SF / 300 SF 1.43

I4 I4 AGRICULTURAL BUILDING 426 SF / 300 SF 1.42

I5 I5 AGRICULTURAL BUILDING 425 SF / 300 SF 1.42

I6 I6 AGRICULTURAL BUILDING 524 SF / 300 SF 1.75

J1 J1 AGRICULTURAL BUILDING 446 SF / 300 SF 1.49

J2 J2 AGRICULTURAL BUILDING 451 SF / 300 SF 1.50

J3 J3 AGRICULTURAL BUILDING 457 SF / 300 SF 1.52

J4 J4 AGRICULTURAL BUILDING 444 SF / 300 SF 1.48

J5 J5 AGRICULTURAL BUILDING 442 SF / 300 SF 1.47

J6 J6 AGRICULTURAL BUILDING 533 SF / 300 SF 1.78

: 59 89.12

UTILITY (U): 59 89.12

FIRST FLOOR: 96 124.63

TOTALS:: 96 124.63

NORTH

KEYPLAN

A B

C D

E F

G H

IJ

H E

A D

H O

U S

E

PLUMBING FIXTURE

REQUIREMENTS

MEN - REQUIRED

WOMEN - REQUIRED

MEN - PROVIDED

WOMEN - PROVIDED

NUMBER OF OCCUPANTS

MEN

WOMEN

WC LAV URINALS

TUB/

SHOWER

DRINKING FOUNTAINS

REQUIRED

PROVIDED

SERVICE SINKS

GROUP U UTILITY

89.24

1:100 1:100 50% MAX N/A

1:400

0.45 0.45 -- --

0.45 0.45 --

0.23

PLUMBING FIXTURE

REQUIREMENTS

MEN - REQUIRED

WOMEN - REQUIRED

MEN - PROVIDED

WOMEN - PROVIDED

NUMBER OF OCCUPANTS

MEN

WOMEN

WC LAV URINALS

TUB/

SHOWER

DRINKING FOUNTAINS

REQUIRED

PROVIDED

SERVICE SINKS

GROUP B BUSINESS

35.01

1:25(2) / 1:50 1:40(2) / 1:80 50% MAX N/A

1:100

0.72 0.45 -- --

0.72 0.45 --

0.36

MEN - REQUIRED

WOMEN - REQUIRED

MEN - PROVIDED

WOMEN - PROVIDED

NUMBER OF OCCUPANTS

MEN

WOMEN

WC LAV URINALS

TUB/

SHOWER

DRINKING FOUNTAINS

REQUIRED

PROVIDED

SERVICE SINKS

MIXED OCCUPANCY TOTALS

2 2 -- --

3 3 1 --

2 2 --

3 3 --

1 1

26'

ROUND UP NUMBERS AT EACH OCCUPANCY

BEFORE TOTALING

• CHAPTER 2 DEFINITIONS – COMMON PATH OF EGRESS TRAVEL - COMMON USE. Interior or exterior circulation paths, rooms spaces, or elements that are not for public use and are made available for the shared use of two or more people.

• CHAPTER 2 DEFINITIONS – EMPLOYEE WORK AREA. All or any portion of a space used only by employees and only for work.

• Section 907.5.2.3.1: Visible alarm notification appliances shall be provided in public use areas and common use areas. Exception: Where employee work areas have audible alarm coverage, the notification appliance circuits serving the employee work areas shall be initially designed with not less than 20-percent spare capacity to account for the potential of adding visible notification appliances in the future to accommodate hearing-impaired employees.

APPROACH: The greenhouse ranges will be provided with extra power capacity for future visible notification appliances.

• Section 1102.1 & 1103.1: Buildings, facilities, sites, structures, elements, and spaces, temporary or permanent, shall be accessible to individuals with disabilities.

• Section 1103.2: Buildings, facilities, sites, structures, elements, and spaces shall be exempt from this chapter to the extend specified in this section.

• Section 1103.2.2: Spaces and elements within employee work areas shall only be required to comply with Section 907.5.2.3.1, 1009, and

1104.3.1 and shall be designed and construction so that individuals with disabilities can approach, enter, and exit the work area.

• Section 1104.3.1: Common use circulation paths within employee work areas shall be accessible routes.

Exceptions:

1. Common use circulation paths, located within employee work areas that are less than 1,000 square feet in size and defined by permanently installed partitions, counters, casework, or furnishings, shall not be required to be accessible routes.

APPROACH: The greenhouse range cells will be considered as EMPLOYEE WORK AREAS, and all cells not indicated to be accessible will be considered non-accessible with Common Use Circulation Paths between plant benches.

GENERAL NOTE: FLOOR PLAN SHOWN HERE DOES NOT DENOTE THE SCOPE OF WORK FOR THIS PROJECT. SEE SHEET G001 FOR SCOPE OF WORK.

1-11-1

1-21-2

1-31-3

2-12-1

2-22-2

2-32-3

3-13-1

3-23-2

3-33-3

4-14-1

4-24-2

4-34-3

5-15-1

5-25-2

5-35-3

XA XB XD XE

L-AK-AJ-AH-AG-AF-AE-AD-AC-AB-AA-A L-B K-B J-B H-B G-B F-B E-B D-B C-B B-B A-B

XC

L-CK-CJ-CH-CG-CF-CE-CD-CC-CB-CA-C L-D K-DJ-D H-D G-D F-D E-D D-D C-D B-D A-D

L-EK-EJ-EH-EG-EF-EE-ED-EC-EB-EA-E L-F K-F J-F H-F G-F F-F E-F D-F C-F B-F A-F

N-GM-GL-GG-GF-GE-GD-GC-GB-GA-G L-H K-HJ-H H-H G-H F-H E-H D-H C-H B-H A-H

L-JK-JJ-JH-JG-JF-JE-JD-JC-JB-JA-J L-I K-I J-I H-I G-I F-I E-I D-I C-I B-I A-I

O-GH-G I-G J-G K-G

NORTH

KEYPLAN

A B

C D

E F

G H

IJ

H E

A D

H O

U S

E

MECH

M2

R A

N G

E C

(E X

IS

T

IN

G

R A

N G

E D

(E X

IS

T

IN

G

R A

N G

E A

(E X

IS

T

IN

G

R A

N G

E B

(E X

IS

T

IN

G

MECH ROOM

(EXISTING)

MECH ROOM

(EXISTING)

LABORATORY WORK BENCH; EXISTING TO REMAIN

LABORATORY WORK BENCH; EXISTING TO REMAIN

R A

N G

E E

(E X

IS

T

IN

G

R A

N G

E F

(B A

S E

B

ID

R A

N G

E G

(A L T

R A

N G

E H

(F U

T U

R E

R A

N G

E J

(F U

T U

R E

R A

N G

E I

(F U

T U

R E

ALTERNATE #2: REPLACE DOOR

19 19.5 20 21 23 25 26

CC

BB.2

BB

ROOF

(ALT #2)

ROOF

(ALT #2)

ROOF

(ALT #2)

SCOPE OF WORK LEGEND

- RANGE A

- RANGE B

- RANGE C

- RANGE D

- RANGE E

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

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.

- RANGE G

BASE BID SCOPE (CLIN 0001)

- RANGE F

- RANGE H

- RANGE I

- RANGE J

- RANGE F

ALTERNATE #1 (CLIN 0002)

- RANGE G

FUTURE WORK, NOT IN SCOPE

ROOF

ALTERNATE #2 (CLIN 0003)

- HEADHOUSE ROOF

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

W ROSS

E WELKER

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

FACILITIES 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

A u to d e s k D o c s

/0

U S

D A

N C

S L

G R

E E

N H

O U

S E

S P

H A

S E

V /0

-A

R C

H R

.r v t

/5

/2

:3 :5

A

M

G001

SCOPE OF WORK

09228.021

TJS

SWS

SWS

05/11/2026

USDA NCSL GREENHOUSES PHASE V

USDA ARS

1307 18TH STREET NORTH, FARGO, ND 58102

95% DESIGN -

NOT FOR

CONSTRUCTION

09228021- 0- G001 SCOPE OF WORK

SCALE: 1/16" = 1'-0"

FIRST FLOOR - BASE BID / ALTERNATES

SCALE: 1/16" = 1'-0"

MECH ROOM BASEMENT

12 08 23

PROJECT NO.: 09228.005

RECORD

DRAWINGS

03/26/2025

95% DESIGN

SUBMITTAL -

NOT FOR

CONSTRUCTION

09228.018 04/25/202509228.021 06/02/2026

ISSUED FOR

CONSTRUCTION

AD000-A

SHEET NUMBERING METHODOLOGY DIAGRAM

DESIGN DISCIPLINE

A = ARCHITECTURAL

S = STRUCTURAL

Q = LABORATORY

M = MECHANICAL

E = ELECTRICAL

P = PLUMBING

PRIMARY TYPES OF

DRAWINGS ON SHEET

1 = OVERALL PLANS

2 = ENLARGED PLANS

3 = ELEVATIONS / SECTIONS

4 = INTERIOR ELEVATIONS

5 = DETAILS

6 = SCHEDULES

DEMOLITION INDICATOR

(NOT PRESENT FOR

NEW CONSTRUCTION)

LOCATION-SPECIFIC

INFORMATION ON SHEET

0 = NOTES / INFORMATION

1 = OVERALL

2 = HEADHOUSE

3 = RANGES

4 = MECHANICAL ROOM

SEQUENTIAL DIGIT

RANGE-SPECIFIC LETTER

(IF APPLICABLE)

A = RANGE A

B = RANGE B

C = RANGE C

D = RANGE D

E = RANGE E

F = RANGE F

G = RANGE G

H = RANGE H

I = RANGE I

J = RANGE J

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

W ROSS

E WELKER

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

FACILITIES 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

A u to d e s k D o c s

/0

U S

D A

N C

S L

G R

E E

N H

O U

S E

S P

H A

S E

V /0

-A

R C

H R

.r v t

/5

/2

:1 :0

A

M

A000

ARCHITECTURAL INFO SHEET

09228.021

TJS

SWS

SWS

05/11/2026

USDA NCSL GREENHOUSES PHASE V

USDA ARS

1307 18TH STREET NORTH, FARGO, ND 58102

95% DESIGN -

NOT FOR

CONSTRUCTION

09228021- 2- A000 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

SECTION/

DETAIL

PLAN

DETAIL

REFERENCE

KEYNOTE

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

SPECIFICATION

SECTION

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

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

GENERAL DEMO NOTES

PROJECT ARCHITECTURAL REFERENCED NOTES

REF. NOTES ( )

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 OVERFLOW DRAIN/SCUPPER

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

WIDTH DEPTH

HEIGHT

CABINET DESIGN

SERIES MODELCASEWORK

TAG

DWR DRAWER

CAB CABINET

MICRO MICROWAVE

SHV SHELF OR SHELVES

SNGL SINGLE

ARCHITECTURAL SHEET LIST

XX XX XX.XX

XX XX XX.XX

GENERAL ITERATION #

GENERAL NOTES

REF. DEMO NOTES ( )

PROJECT ARCHITECTURAL REFERENCED DEMOLITION NOTES

DX

PROJECT ARCHITECTURAL REFERENCED NOTES

REF. NOTES ( )XX XX XX.XX

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. THE ITEMS TO BE

REINSTALLED SHALL BE STORED CAREFULLY DURING CONSTRUCTION.

REMOVED AND SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE

OWNER.

E. 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.

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

AND REMOVAL OF ALL CONSTRUCTION BARRIERS.

G. DOORS AND FRAMES SHALL BE REMOVED AS REQUIRED TO ACCOMMODATE

NEW DOORS AND FRAMES AS SHOWN IN THE DOOR SCHEDULE.

H. REFER TO MECHANICAL DEMOLITION PLANS FOR ADDITIONAL DEMOLITION

REQUIRED TO ACCOMMODATE NEW MECHANICAL PIPING AND ASSOCIATED

EQUIPMENT.

03 30 00.A1 CONCRETE SLAB INFILL; MATCH FINISH & SLOPE; SEE SHEET A532 FOR

STRUCTURAL INFORMATION

03 30 00.A2 NEW CONCRETE SLAB, 4" THICK; MAXIMUM 1/4":12" FLOOR SLOPE IN ANY

LOCATION; INSTALL FLOOR DRAINS ACCORDINGLY; PROVIDE 1/2" BOND

BREAKING MATERIAL WITH 1/4" DEEP SELF-LEVELING SEALANT ON TOP OF BOND

BREAKING MATERIAL AROUND ENTIRE SLAB PERIMETER; DO NOT DOWEL NEW

SLAB INTO EXISTING FOUNDATIONS

03 30 00.B1 CONCRETE EQUIPMENT SLAB, 4" THICK W/ #5 REBAR @ 16" ON CENTER EACH

WAY; EAST, WEST, & SOUTH EDGES 4" MINIMUM OUT FROM COOLER PERIMETER,

NORTH EDGE TO EXTEND TO EXTERIOR BRICK FACE OF BUILDING (DO NOT

DOWEL). SEE STRUCTURAL NOTES FOR REQUIRED PSI. PRIOR TO

CONSTRUCTING EXTERIOR CONCRETE EQUIPMENT PADS, TOPSOIL SHALL BE

STRIPPED, STOCKPILED, AND RE-SPREAD AFTER CONSTRUCTION OF THE

EQUIPMENT PADS. THE UPPER 6 INCHES OF THE SUBGRADE BENEATH

EXTERIOR CONCRETE EQUIPMENT PADS SHALL BE COMPACTED TO A MINIMUM

OF 95% OF THE MAXIMUM DRY UNIT WEIGHT AT A MOISTURE CONTENT

BETWEEN -3 AND +3 PERCENT OF OPTIMUM DETERMINED BY ASTM D698,

STANDARD PROCTOR. SUBGRADE PREPARATION SHALL EXTEND A MINIMUM OF

1 FEET LATERALLY BEYOND THE EDGE OF THE EQUIPMENT PADS. FILL PLACED

BELOW THIS LEVEL SHALL ALSO BE COMPACTED TO A MINIMUM OF 95% OF THE

MAXIMUM DRY UNIT WEIGHT AT A MOISTURE CONTENT BETWEEN -3 AND +3

PERCENT OF OPTIMUM DETERMINED BY ASTM D698, STANDARD PROCTOR. THE

CONTRACTOR SHALL SEED ALL DISTURBED AREAS WITH TYPE B SEED MIX PER

CITY OF FARGO STANDARD SPECIFICATIONS SECTION 3100. THE CONTRACTOR

SHALL MAINTAIN SEEDED AREAS UNTIL GRASS HAS BEEN EVENLY ESTABLISHED

TO A HEIGHT OF 2” AND ACCEPTED BY THE USDA. CONTRACTOR IS

RESPONSIBLE FOR SPOT SURVEYING EACH EQUIPMENT PAD IN RESPECT TO

THE VARIED EXTERIOR GRADE IN EACH SPECIFIC LOCATION; A COMPREHENSIVE

TOPOGRAPHICAL SURVEY AND AS-BUILT TOPOGRAPHICAL INFORMATION IS NOT

AVAILABLE.

04 20 00.A1 CLAY BRICK MASONRY, MODULAR, RUNNING BOND; NEW, MATCH EXISTING

04 20 00.B1 CONCRETE MASONRY UNITS, 6"X8"X16", NEW

04 20 00.B2 CONCRETE MASONRY UNIT BOND BEAM, 6"X8"X16", NEW

04 20 00.C1 CONCRETE MASONRY UNITS, 8"X8"X16", NEW

04 20 00.C2 CONCRETE MASONRY UNIT BOND BEAM, 8"X8"X16", NEW

04 20 00.C3 CONCRETE MASONRY UNIT BOND BEAM, 8"X8"X16", EXISTING

04 20 00.D1 STAINLESS STEEL / POLYMER FABRIC FLASHING - SELF-ADHERING

04 20 00.D2 STAINLESS STEEL DRIP EDGE W/ DRIP EDGE

04 20 00.D3 FULLY GROUT UNDER FABRIC FLASHING, BETWEEN BRICK & INSULATION, DOWN

TO EXISTING MASONRY LEDGE

04 20 00.D4 WEEP VENT IN HEAD JOINTS, 24" O.C.

04 20 00.D5 AIR SPACE

04 20 00.D6 WEEP TUBE W/ DRAINABLE FILLER, ABOVE DUCT OPENINGS ONLY

04 20 00.D7 FULLY GROUT AIR SPACE BELOW DUCT

04 20 00.E1 L4"X4"X5/16" STEEL LOOSE LINTEL, GALVANIZED & SHOP PAINTED, SPAN & BEAR

FOR 5'-0" WIDE DUCT OPENING

04 20 00.H1 CONCRETE MASONRY UNITS, 8"x8"x16", EXISTING

04 20 00.H2 CLAY BRICK MASONRY, MODULAR, RUNNING BOND; EXISTING

04 20 00.H3 GROUT FILL BETWEEN STEEL JOISTS AS SHOWN; EXISTING TO REMAIN

04 72 00.A1 CAST STONE MASONRY SILL; EXTEND UNIT LENGTHS TO MINIMIZE JOINTS; ALL

JOINTS BETWEEN & AROUND TO BE RAKED & RECEIVE SILICONE SEALANT;

PROVIDE APPROPRIATE ANCHORING

04 72 00.A2 CAST STONE MASONRY SILL DRIP EDGE

05 21 00.H1 STEEL JOIST FRAMING; EXISTING

05 31 00.H1 STEEL DECKING; NEW; SEE STRUCTURAL

05 31 00.H3 STEEL DECKING; EXISTING

05 50 00.H1 STEEL PLATE, 3/8" THICK, CONTINUOUS, ACHIEVE DIMENSIONS AS DRAWN, SHOP

WELD W/ ADJACENT PLATE, HOT-DIPPED GALVANIZE

05 50 00.H2 STEEL PLATE, 1/4" THICK, CONTINUOUS, ACHIEVE HEIGHT AS DRAWN, CHAMFER

EDGE TO MEET ADJACENT PLATE, SHOP WELD W/ ADJACENT PLATE,

HOT-DIPPED GALVANIZE

05 50 00.H3 STEEL ANGLE FOR DECK SUPPORT; EXISTING TO REMAIN

05 50 00.H4 STEEL CHANNEL FOR DECK SUPPORT; EXISTING TO REMAIN

05 51 33.H1 FIXED ALUMINUM LADDER, WALL MOUNTING, SECURITY DOOR, WALK-THRU

DESIGN W/ PLATFORM 8" @ LEADING EDGE ABOVE ROOF SURFACE, FALL

ARREST SYSTEM; EXTEND MOUNTING BRACKETS THROUGH BRICK &

INSULATION TO MOUNT DIRECTLY TO STRUCTURAL CMU & PIECE BRICK BACK

AROUND THROUGH-BRACKETS

06 10 00.H1 ROOF SHEATHING UNDERLAYMENT, NOMINAL 5/8" PLYWOOD,

FIRE-RETARDANT-TREATED; SCREW TO TOP FLUTES OF STEEL DECK

06 10 00.H2 COVER BOARD, 5/8" THICK CEMENTITIOUS, CORRECTLY PRIME FOR VAPOR

BARRIER UNDERLAYMENT ADHESION

06 10 00.H3 2x10 FASCIA LUMBER, FIRE-RETARDANT-TREATED

06 10 00.H4 2x8 BLOCKING LUMBER, FIRE-RETARDANT-TREATED

06 10 00.H5 COVER BOARD, EXISTING

06 10 00.H6 ROOF SHEATHING UNDERLAYMENT, NOMINAL 5/8" PLYWOOD,

FIRE-RETARDANT-TREATED; SECURE TO WOOD JOISTS

06 10 00.H7 2x8 LUMBER JOISTS, 16" O.C., FIRE-RETARDANT-TREATED

06 10 00.H8 ROOF SHEATHING UNDERLAYMENT, NOMINAL 5/8" PLYWOOD,

FIRE-RETARDANT-TREATED; ADHERE

06 10 00.H9 2x BLOCKING LUMBER, FIRE-RETARDANT-TREATED

06 10 00.H10 2x12 FASCIA LUMBER, FIRE-RETARDANT-TREATED

07 21 00.A1 POLYISOCYANURATE (ISO) INSULATION, 2" THICK

07 21 00.H1 RIGID INSULATION; EXISTING

07 21 00.H2 POLYISOCYANURATE (ISO) INSULATION, ADHERE LAYER, 3" THICK

07 21 00.H3 POLYISOCYANURATE (ISO) INSULATION, ADHERE LAYER, 3-1/2" THICK

07 21 00.H4 MINERAL WOOL INSULATION; STUFF VOID ENTIRELY

07 21 00.H5 POLYISOCYANURATE (ISO) INSULATION, ADHERE LAYER, 2" THICK

07 27 00.A1 AIR BARRIER; AIR IMPERMEABLE, VAPOR SEMI-PERMEABLE, FLUID-APPLIED

07 27 00.B1 AIR BARRIER; LAP OVER MASONRY FABRIC FLASHING

07 27 00.B2 AIR BARRIER; CONTINUE UNDER MASONRY FABRIC FLASHING TO BOTTOM OF

EXISTING MASONRY LEDGE

07 27 00.B3 AIR BARRIER; CONTINUE INTO MASONRY ROUGH OPENING ON ALL SIDES

07 27 00.H1 ROOFING UNDERLAYMENT MEMBRANE, SELF-ADHERING, FOR ENTIRETY OF

SLOPED SHINGLED SURFACES, CONTINUE TO BOTTOM EDGE OF FASCIA

LUMBER

07 27 00.H2 VAPOR BARRIER UNDERLAYMENT MEMBRANE, SELF-ADHERING, UNDER

ENTIRETY OF SLOPED SHINGLED SURFACES; CONTINUOUS TO TOP OF EDGE OF

ROOF STEEL FABRICATIONS

07 27 00.H3 ROOFING UNDERLAYMENT STRIP, SELF-ADHERING, LAP OVER HIGH-BACK

GUTTER LEG & T-BAR HANGERS

07 27 00.H4 ROOFING UNDERLAYMENT STRIP, SELF-ADHERING, LAP OVER HORIZONTAL

UNDERLAYMENT & VERTICALLY UP ADJACENT WALL W/ TERMINATION BAR

07 27 00.H6 ROOFING UNDERLAYMENT STRIP, SELF-ADHERING, LAP OVER HORIZONTAL

UNDERLAYMENT & OVER PARAPET UNDER COPING

07 27 00.H7 VAPOR BARRIER UNDERLAYMENT MEMBRANE; EXISTING

07 31 13.H1 ASPHALT SHINGLES

07 53 00.H1 ELASTOMERIC SINGLE-PLY MEMBRANE ROOFING, REINFORCED; FULLY ADHERE

TO SUBSTRATE

07 53 00.H2 TERMINATION BAR, CONTINUOUS, ALUMINUM; SEAL TOP SIDE OF BAR

D1 REMOVE DOOR, FRAME, AND HARDWARE; MAINTAIN ROUGH

OPENING

D2 REMOVE DOOR, TRACK, AND HARDWARE; MAINTAIN ROUGH

OPENING; RECOVER DOOR PANEL FOR REFURBISHMENT; TYPICAL

FOR ALL CELLS

D3 CUT CONCRETE SLAB FOR FLOOR DRAIN REPAIR; TYPICAL FOR

ENTIRE CORRIDOR

D4 DEMO SLAB, ASSOCIATED GRANULAR FILL, & UNDERSLAB

PLUMBING IN ENTIRE CELL

D5 CUT CONCRETE SLAB FOR FLOOR DRAIN REPAIR; TYPICAL IN ALL

CELLS

D6 DEMO GREENHOUSE ROOF RIDGE CAP

D7 CUT EXISTING MULLIONS TO ACCOMMODATE NEW OPERABLE

RIDGE VENT

D9 DEMO MASONRY CAVITY WALL

D10 DEMO INTERIOR CMU WALL TO EXTENTS SHOWN; TYPICAL IN ALL

CELLS

D11 DEMO MASONRY CAVITY WALL FOR NEW WIDER DOOR

D12 DEMO ENTIRE SOUTH EXTERIOR GREENHOUSE WALL

D13 DEMO INTERIOR GLAZED PARTITION ASSEMBLY

D14 DEMO ENTIRE UNISTRUT SYSTEMS; TYPICAL IN ALL CELLS

D15 DEMO GREENHOUSE WALL ABOVE NEW WIDER DOOR

D16 DEMO GREENHOUSE ROOF MULLIONS DUE TO DEMO OF ROOF

MECHANICAL EQUIPMENT; TYPICAL ON NORTH SLOPE AS SHOWN

D17 DEMO MECHANICAL EQUIPMENT AND/OR ARCHITECTURAL

MATERIALS IN MASONRY ROUGH OPENING; CLEAN REMAINING

SURFACES OF ALL INSULATION AND ADHESIVE RESIDUE

D19 HEAVILY ORGANIC OR ROOT INFESTED TOPSOIL SHALL BE

EXCAVATED AND DISCARDED TO A MINIMUM DEPTH OF 8 INCHES.

DEEPER STRIPPING SHALL BE DONE IF ORGANIC MATERIALS

REMAIN BELOW A DEPTH OF 8 INCHES.

D20 DEMO FOUNDATION WALL & SLAB & ASSOCIATED PLUMBING

COMPONENTS WITHIN THE SLAB; CUT/REMOVE CONCRETE

CLEANLY FROM EXISTING FOUNDATION WALLS TO REMAIN

D21 DEMO FOUNDATION INSULATION TO THE EXTENT OF THE SOIL

EXCAVATION; PROVIDE CLEAN SURFACE OF FOUNDATION WALL

FOR INSTALLATION OF NEW SLAB

D23 DEMO EXTERIOR RACK SYSTEM FOR EXISTING OPERABLE

WINDOWS & ASSOCIATED FOOTINGS

D24 DEMO EXHAUST FAN & ASSOCIATED COMPONENTS; SEE

MECHANICAL

D25 REMOVE DOOR, TRACK, HARDWARE, & ROUGH OPENING;

RECOVER DOOR PANEL FOR REFURBISHMENT

D26 CUT CONCRETE SLAB TO CUT OUT DRAIN IN ITS ENTIRETY;

PERMANENTLY CAP UNDERSLAB PLUMBING; TYPICAL IN ALL

CELLS

D27 DEMO FLOOR COVERING & ASSOCIATED TRIM & ADHESIVES

D28 DEMO SINK & BENCH; SEE Q DRAWINGS

DH1 REMOVE EXISTING ROOF SHINGLES, UNDERLAYMENT,

SHEATHING, INSULATION, AND STRUCTURAL DECK; STRUCTURAL

STEEL TO REMAIN

DH2 REMOVE EXISTING ELASTOMERIC ROOF MEMBRANE AND

TERMINATIONS; REST OF EXISTING ROOF ASSEMBLY TO REMAIN

DH3 REMOVE MECHANICAL PENETRATION / CHUTE; NOT TO BE

REPLICATED IN THE NEW DESIGN

DH4 REMOVE MECHANICAL PENETRATION; WILL BE REPLICATED IN

THE NEW DESIGN

DH5 REMOVE PIPING & CONDUITS SERVING EXTERIOR MECHANICAL

UNIT GOING THROUGH EXISTING FASCIA CONDITION;

REESTABLISH AT LOWER ELEVATION THROUGH MASONRY WALL &

REESTABLISH FUNCTIONALITY OF SYSTEM

DH6 RELOCATE MOVEABLE STORAGE UNITS TO ALLOW FOR

CONSTRUCTION ACTIVITY, FINAL DRAINAGE DESIGN, & TO ALLOW

FOR UNIMPEDED CIRCULATION WITHIN EXTERIOR AREA

DH7 REMOVE EXISTING SHEET METAL COUNTERFLASHING; REINSTALL

FOR NEW CONSTRUCTION

0 COVER SHEET

ACC01 ARCHITECTURAL CODE COMPLIANCE

G001 SCOPE OF WORK

H100 ASBESTOS ABATEMENT

A000 ARCHITECTURAL INFO SHEET

AD122 DEMOLITION ROOF PLAN - HEADHOUSE

AD235-F DEMOLITION PLANS & ELEVATIONS - RANGE F

AD236-G DEMOLITION PLANS & ELEVATIONS - RANGE G

AD335-F DEMOLITION BUILDING SECTIONS - RANGE F

AD336-G DEMOLITION BUILDING SECTIONS - RANGE G

A111 FIRST FLOOR PLAN - COMPOSITE

A112 ROOF PLAN - COMPOSITE

A122 ROOF PLAN - HEADHOUSE

A235-F1 FLOOR PLAN / DOORS - RANGE F

A235-F2 RCP & ROOF PLAN - RANGE F

A236-G1 FLOOR PLAN / DOORS - RANGE G

A236-G2 RCP & ROOF PLAN - RANGE G

A321 BUILDING SECTIONS - HEADHOUSE

A335-F EXTERIOR ELEVATIONS & BUILDING SECTIONS - RANGE F

A336-G EXTERIOR ELEVATIONS & BUILDING SECTIONS - RANGE G

A435-F1 INTERIOR ELEVATIONS - RANGE F

A435-F2 INTERIOR ELEVATIONS - RANGE F

A436-G1 INTERIOR ELEVATIONS - RANGE G

A436-G2 INTERIOR ELEVATIONS - RANGE G

A521 ROOF DETAILS

A522 ROOF DETAILS

A531 WALL SECTIONS - ALL RANGES

A532 DETAILS - ALL RANGES

A533 DETAILS - ALL RANGES

A534 DETAILS - ALL RANGES

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,

AND METAL FRAMES; OR CENTER LINE OF COLUMN OR BEAMS, UNLESS

NOTED OTHERWISE.

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

G. 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.

H. EXTERIOR MASONRY CONTROL JOINTS IN NEW MASONRY SHALL BE 30'-0" ON

CENTER MAX AND 18" EACH DIRECTION FROM ALL OUTSIDE CORNERS.

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

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

OTHERWISE NOTED.

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

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

CONSTRUCTION OR TO RECEIVE NEW FINISHES.

K. 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.

L. PATCH ALL CONCRETE SLAB LOCATIONS DEMOLISHED TO INSTALL NEW

STRUCTURAL, MECHANICAL, OR ELECTRICAL WORK.

M. SEE SHEET A111 FOR PARTITION TYPES AND NOTES.

N. ALL SEALANT JOINTS THAT WERE REMOVED DURING HAZARDOUS MATERIAL

ABATEMENT SHALL BE RERODDED AND RESEALED IN THEIR ENTIRETY,

UNLESS NOTED OTHERWISE. SEALANT INFORMATION SHALL BE FOUND IN

THE SEALANT SPECIFICATION SECTION.

O. THE EXISTING BUILDING WAS ORIGINALLY BUILT WITH LARGER DIMENSIONAL

TOLERANCES IN COMPARISON TO MODERN STANDARDS. THE CONTRACTOR

SHOULD ANTICIPATE FIELD ADJUSTMENTS TO ACHIEVE THE NEW DESIGN.

P. ALL FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINETS SHOWN IN THE

RANGES SHOULD BE NEW AND PROVIDED BY THE CONTRACTOR.

Q. PROVIDE GRASS SEED MIX FOR DISTURBED SOILS, PRIMARILY ON SOUTH

SIDES OF THE RANGES. SPREAD FERTILIZER AND SEED VIA HYDROSEEDING.

THE MIX SHOULD MEET THE "TYPE B - PARKS, BOULEVARDS, PRIVATE

PROPERTY, BUILT-UP AREAS" CLASSIFICATION DICTATED BY THE CITY OF

FARGO. CONTRACTOR TO REFER TO THE CITY OF FARGO CODE TO ASSURE

THE LATEST ACCEPTED MIX IS USED.

THE MIX CONSISTS OF THE FOLLOWING AT THE TIME OF THIS DOCUMENT

SET PUBLISHING:

KIND OF SEED % BY WEIGHT PURITY GERMINATION

KENTUCKY BLUEGRASS 60% 90% 85%

CREEPING RED FESCUE 10% 90% 85%

FINE LEAF PERENNIAL 30% 95% 90%

RYEGRASS

PERCENT BY WEIGHT SHALL BE PLUS OR MINUS 5% ON ALL SEED TYPES.

RATE OF SEEDING = 220 POUNDS PER ACRE (5 LBS PER 1,000 SF)

07 53 00.H3 ELASTOMERIC SINGLE-PLY MEMBRANE ROOFING; EXISTING TO REMAIN

07 53 00.H4 ELASTOMERIC SINGLE-PLY MEMBRANE ROOFING, LAP OVER HIGH-BACK GUTTER

LEG & T-BAR HANGERS

07 53 00.H5 ADDITIONAL ELASTOMERIC SINGLE-PLY MEMBRANE ROOFING LAYER;

PROTECTION FROM SNOW & ICE FROM STANDING SEAM METAL ROOF; SEE

SPECS

07 62 00.H1 GUTTER W/ HIGH BACK LEG BENT @ ROOF SLOPE, K-STYLE, 6" DEEP; PROVIDE

GUTTER SLOPE IN HIGH BACK DESIGN; SHOP-FINISHED MITERS @ INSIDE

CORNERS; END CAPS @ END OF RUNS

07 62 00.H2 SHEET METAL FASCIA W/ DRIP EDGE, TUCK BEHIND HIGH-BACK GUTTER,

PREFINISHED

07 62 00.H3 SHEET METAL CLOSURE W/ 1" DRIP EDGE, TUCK BEHIND SHEET METAL FASCIA,

PREFINISHED, EMBED IN SEALANT ON BRICK

07 62 00.H4 SHEET METAL DOWNSPOUT, 3" x 3"; PROVIDE 12" TALL OPENING OUTSIDE FACE

NEAR GRADE WHEN CONNECTED TO DRAIN TILE & PROVIDE 6'-0" LONG LEADER

WHEN DISCHARGING ON GRADE

07 62 00.H5 GUTTER HANGERS, MANUFACTURED ALUMINUM T-BAR DESIGN, STRAPS TO

ANCHOR ON TOP OF HIGH-BACK METAL & UNDER ROOF UNDERLAYMENT, 30" ON

CENTER

07 62 00.H6 SHEET METAL COPING, PREFINISHED

07 62 00.H7 SHEET METAL COUNTERFLASHING, EXISTING, REMOVE & REINSTALL OVER NEW

ELASTOMERIC MEMBRANE W/ APPROPRIATE TERMINATION

07 62 00.H8 SHEET METAL COUNTERFLASHING, NEW, SEAL & FASTEN TO EXISTING BRICK

WALL, PREFINISHED

07 62 00.H9 SHEET METAL FLASHING, EXTEND 6" ACROSS HORIZONTAL SURFACE &

VERTICALLY ON EXISTING MASONRY WALL AS SHOWN, PREFINISHED

07 92 00.A1 ROD & SILICONE SEALANT, 3/8" WIDE

07 92 00.H1 ROD & SILICONE SEALANT, NEW AROUND ALL FOUR SIDES OF LOUVER; REMOVE

EXISTING ROD & SEALANT PRIOR

07 92 00.H2 ROD & SILICONE SEALANT, 3/8" WIDE BY 3/16" DEEP SEALANT, NEW FOR ENTIRE

HEIGHT OF BRICK CONTROL JOINT; REMOVE EXISTING ROD & SEALANT PRIOR

08 16 13.A1 FIBERGLASS DOOR FRAME, 7-3/4" DEPTH

08 16 13.B1 FIBERGLASS DOOR PANEL, 1-3/4" DEPTH

09 84 30.H1 SOUND ABSORBING CEILING UNITS, FABRIC-COVERED, 2" THICK, MECHANICALLY

FASTEN TO UNISTRUT SYSTEM; SEE SPECS

09 84 30.H2 SOUND ABSORBING CEILING UNITS, FABRIC-COVERED, 2" THICK, SURFACE

MOUNT TO WALL

09 91 13.A1 STRIP EXISTING PAINT FROM ALL OF EXISTING PIPE RAILING SURFACES TO

METAL SURFACES; PAINT NEW SAFETY YELLOW PAINT

13 34 13.A1 NEW EXTERIOR GREENHOUSE WALL (GLAZING, MULLIONS, GIRTS) MOUNTED ON

EXISTING CONSTRUCTION; PROVIDE REQUIRED DETAILING AT ALL PARTITION

INTERSECTIONS, EAVES, CORNERS, & SILLS

13 34 13.A2 NEW INTERIOR GREENHOUSE WALL (GLAZING, MULLIONS, GIRTS) MOUNTED ON

EXISTING CONSTRUCTION; PROVIDE REQUIRED DETAILING AT ALL PARTITION

INTERSECTIONS, COLUMNS, PURLINS, CORNERS, TRUSSES, & SILLS

13 34 13.A3 NEW EXTERIOR GREENHOUSE GLAZING W/ EXISTING MULLIONS/EXTRUSIONS

MOUNTED ON EXISTING CONSTRUCTION

13 34 13.A4 PENETRATIONS IN ROOF OF GREENHOUSES INTO 16 MM HIGH IMPACT ACRYLIC

DOUBLED SKIN PANELS. MAKE ALL WALL/ROOF PENETRATIONS INTO 16 MM

INSULATED WHITE 0.032” ALUMINUM FACED PANEL SYSTEM. INSTALL THE

ALUMINUM FACED PANELS INTO THE RAFTERS OR GLAZING BARS AS REQUIRED.

SEAL AROUND OPENING AND MECHANICAL PENETRATION WITH APPROVED

GLAZING CAPS AND AN APPROVED SEALANT AS REQUIRED TO PREVENT WATER

OR AIR LEAKS. INSTALL MECHANICAL LOUVERS OR EQUIPMENT BETWEEN THE

GLAZING BARS IF POSSIBLE. WATER TEST ALL ROOF PENETRATIONS AS

REQUIRED. DO NOT CUT HOLES INTO ACRYLIC PANELS.

13 34 13.A5 DOUBLE RIDGE VENT SYSTEM. REFERENCE SPEC AND SHEET A533

13 34 13.A6 SHADE CLOTH PERIMETER SEAL FABRIC. TRIM AROUND OBSTRUCTIONS.

13 34 13.A7 CABLE DRUM SHADE CLOTH SYSTEM. REFERENCE SPEC AND SHEET A533;

REFER TO SECTIONS FOR HEIGHTS AND EXACT PLACEMENT; CLOTH TO TRAVEL

IN DIRECTIONS SHOWN BY ARROWS

13 34 13.A8 ALUMINUM EXPANSION JOINT COVER BY GREENHOUSE PROVIDER ALONG

GREENHOUSE WALL GLAZING AND ROOF GLAZING; ALLOW FOR BELLOWS

ACTION FOR EXPANSION; TO BE WATERTIGHT

13 34 13.A9 ALUMINUM UNISTRUT SYSTEM, SUPPORTED AT PERIMETER WALL GIRTS /

COLUMNS, TO BE USED…