AMD0001 - Dubois_Bldg 66_Owner Requested Change_Updated Sheets.pdf

VICINITY MAP: Locator

PROJECT ADDRESS

SHEET INDEX

REVISIONS

4/18/2024 4:40:37 PM

19 Office Loop Dubois, ID 83423

UNITED STATES DEPARTMENT OF AGRICULTURE - AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT

CD DELIVERABLE

JANUARY 18, 2024

| Project# RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT | L:\USDAARS_DSPWB\BIMCAD\Revit

COVER SHEET

G001

JANUARY 18, 2024

© 2023 | ALL RIGHTS RESERVED

CD DELIVERABLE

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PROJ# | RANGE SHEEP

PRODUCTION EFFICIENCY

RESEARCH UNIT

DESIGNED BY | BEHRENS

DRAWN BY | HOFF

REVIEWED BY | BEHRENS

ARCHITECT

Cushing Terrell 800 W Main St.

Boise, ID 83702 208.577.5646 Rebecca Behrens

MECHANICAL ENGINEER

Cushing Terrell 800 W Main St.

Boise, ID 83702 208.577.5608 Tom Dietrich

ELECTRICAL ENGINEER

Cushing Terrell 800 W Main St.

Boise, ID 83702 208.577.5605 Gary Glassing

CIVIL ENGINEER

Cushing Terrell 411 E Main St #101 Bozeman, MT 59715 406.922.7119 Kris Desper

GENERAL

G001 COVER SHEET

G002 CODE PLANS

BUILDING 66 - ALTERNATE #1

ARCHITECTURAL

AD101A BUILDING 66 DEMOLITION PLAN

A101A BUILDING 66 FLOOR PLAN AND RCP

A301A BUILDING 66 BUILDING ELEVATIONS, SECTIONS AND SECTION DETAILS

BUILDING 92

ARCHITECTURAL

AD101 BUILDING 92 DEMOLITION PLAN

A101 BUILDING 92 FLOOR PLAN

A110 BUILDING 92 ROOF PLAN

A201 BUILDING 92 EXTERIOR ELEVATIONS

A301 BUILDING 92 BUILDING SECTIONS AND SECTION DETAILS

A302 BUILDING 92 DETAILS

A401 BUILDING 92 ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS

A402 BUILDING 92 INTERIOR ELEVATIONS

A501 BUILDING 92 FINISH PLANS, SCHEDULE AND DETAILS

A601 BUILDING 92 DOOR/WINDOW SCHEDULES AND DETAILS

A901 BUILDING 92 REFLECTED CEILING PLAN AND DETAILS

Q101 BUILDING 92 EQUIPMENT PLAN

ENVIRONMENTAL ENGINEER

Air Water Soil 1321 8th Ave N, #207 Great Falls, MT 5940 Scott Vosen

ARCHITECTURAL

AS001 SITE PLAN

ELECTRICAL

ED101A BUILDING 66 DEMOLITION PLAN

E200A BUILDING 66 POWER, LIGHTING & LIGHTING CALCS

ELECTRICAL

ED101 BUILDING 92 DEMOLITION PLANS

E001 ELECTRICAL LEGENDS

E002 ELECTRICAL SCHEDULES

E100 SITE PLAN

E200 BUILDING 92 POWER AND LIGHTING PLANS

E300 BUILDING 92 LIGHTING CALCULATIONS

PLUMBING

PD101 BUILDING 92 DEMOLITION DWV PLANS

PD201 BUILDING 92 DEMOLITION PLUMBING PLAN

P001 BUILDING 92 PLUMBING SCHEDULES AND LEGENDS

P101 BUILDING 92 DWV PLAN

P201 BUILDING 92 PLUMBING PLAN

P301 BUILDING 92 DETAILS

PLUMBING

PD201A BUILDING 66 DEMOLITION PLUMBING PLAN

MECHANICAL

MD101A BUILDING 66 DEMOLITION HVAC PLANS

MECHANICAL

MD101 BUILDING 92 DEMOLITION HVAC PLANS

M001 MECHANICAL NOTES & LEGENDS

M002 BUILDING 92 MECHANICAL SCHEDULES

M003 BUILDING 92 MECHANICAL SCHEDULES

M101 BUILDING 92 HVAC PLANS

M201 BUILDING 92 DETAILS

M301 BUILDING 92 CONTROLS

ALTERNATE #1: THE WORK SHOWN AS OCCURRING AT BUILDING 66 IS A BID ALTERNATE AND

SHOULD BE BROKEN OUT SEPARATELY FROM THE WORK WHICH IS PLANNED TO OCCUR AT

BUILDING 92

WHERE SHOWN AS DEMO, GOVERNMENT TO REMOVE EVERYTHING THAT IS NOT PERMANENTLY

ATTACHED INCLUDING ALL EXISTING CABINETRY, HEATING EQUIPMENT, AND PLUMBING

FIXTURES. CONTRACTOR TO COORDINATE ANYTHING SCHEDULED TO BE MOVED/REINSTALLED.

STRUCTURAL

S001 STRUCTURAL GENERAL NOTES

S002 STRUCTURAL GENERAL NOTES, SPECIAL INSPECTIONS AND TESTING REQUIREMENTS

S003 STRUCTURAL SCHEDULES

S101 FOUNDATION PLAN

S201 STRUCTURAL FOUNDATION DETAILS

CIVIL

C001 GENERAL NOTES AND LEGEND

C100 SITE AND UTILITY PLAN

C200 GRADING PLAN

C400 SITE AND UTILITY DETAILS

1 04.18.24 GOV REQUESTED

CHANGE

88888 SF= ######

ROOM NAME

EXIT PATH

SPACE AREA

NUMBER OF OCCUPANTS

OCCUPANT LOAD FACTOR

SURFACE MOUNTED FIRE EXTINGUISHER - SEE

SPECIFICATIONS FE

NOTE: SEE ELECTRICAL FOR ILLUMINATED EXIT SIGNS.

CODE PLAN LEGEND

ROOM / AREA NAME

ROOM / AREA NUMBER

1.

2.

3.

4.

A.

5.

6.

7.

8.

9.

10.

GOVERNING CODES:

2018 INTERNATIONAL BUILDING CODE (IBC)

2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2017 IDAHO STATE PLUMBING CODE

2017 NATIONAL ELECTRICAL CODE (NEC)

2018 INTERNATIONAL FIRE CODE (IFC)

2018 INTERNATIONAL MECHANICAL CODE (IMC)

2018 INTERNATIONAL FUEL GAS CODE (IFGC)

BUILDING 66: ALTERNATE 1

BUILDING CONSTRUCTION TYPE V-B

NON-SPRINKLERED BUILDING

OCCUPANCY TYPE: S-2

ALLOWABLE AREA: 13,500 SF

TOTAL BUILDING AREA: 3,100 SF

ALLOWABLE HEIGHT: 2 STORIES, 40'

ACTUAL HEIGHT: 1 STORY, 18'

ALLOWABLE EXIT TRAVEL DISTANCE: 200'

TOTAL NUMBER OF OCCUPANTS: 7 OCC

BUILDING 92:

BUILDING CONSTRUCTION TYPE V-B

NON-SPRINKLERED BUILDING

OCCUPANCY: TYPE B (OFFICE/WORKROOM, LABORATORY)

ACCESSORY STORAGE OCCUPANCIES B PER 311.1.1

ALLOWABLE AREA: 9.000 SF

TOTAL BUILDING AREA: 2,900 SF

ALLOWABLE HEIGHT: 2 STORY, 40 FEET

ACTUAL HEIGHT: 1 STORY, 14 FEET

ALLOWABLE EXIT TRAVEL DISTANCE: 200'

EXITS REQUIRED PER 1016 (<50 OCC): 1 (2 PROVIDED)

MINIMUM CORRIDOR WIDTH PER 1020.2 (<50 OCC): 36"

FIRE RESISTANCE RATING FOR BUILDING ELEMENTS: 0 HOURS

OCCUPANCY LOAD FACTOR:

OFFICE/WORKROOM OCCUPANCY 1:150 SF GROSS

VOCATIONAL AREAS (LAB) 1:50 SF NET

STORAGE OCCUPANCIES 1:300 SF GROSS

MECHANICAL/JANITOR 1:300 SF GROSS

ASSEMBLY AREAS (BREAK ROOM) 1:15 SF NET

TOTAL OCCUPANCY COUNT (PER PLAN): 37 OCC (18 M, 17 F)

PLUMBING FIXTURES REQUIRED (BUSINESS OCCUPANCY):

LAVATORIES: 1 PER 40 FOR FIRST 80

WATER CLOSETS: 1 PER 25 FOR THE FIRST 50

DRINKING FOUNTAIN: 1 PER 100

SERVICE SINK: 1 REQUIRED

MEN WOMEN BOTH PROVIDED

WC 1* 1* 1 1 SHARED

LAV 1* 1* 1 1 SHARED

DF 1 1

SS 1 0**

*CAN BE SHARED IN SINGLE GENDER NEUTRAL TOILET ROOM

** REPLACED WITH WATER AVAILABLE IN BREAK ROOM SINK

BUILDING 92 LAB REQUIREMENTS:

LABORATORY SPACES ARE IDENTIFIED AS AREAS WHERE THERE IS HAZARDOUS

CHEMICAL HANDLING/STORING/USING. THE GOVERNMENT IDENTIFIED USE OF

EACH ROOM IS AS FOLLOWS:

(* DENOTES USE THAT IMPLIES LAB CLASSIFICATION

102: GRINDING, ASHING (COMBUSTING), DRYING, AND PROCESSING FEED AND

PLANT SAMPLES.

103: WASHING MUD, SOIL, PLANT MATERIAL, ETC. FROM EQUIPMENT. FEED AND

PLANT SAMPLING AND PROCESSING. MEAT/FOOD (E.G., STEAKS) SAMPLE

PROCESSING. STORAGE OF NON-HAZARDOUS SAMPLES.

104: NON-PATHOGENIC BACTERIAL CULTURES. INTERNAL PARASITE (NON-

PATHOGENIC) ENUMERATION. BLOOD CELL ENUMERATION. BLOOD

PROCESSING. SPECTROSCOPY.

105: MOLECULAR BIOLOGY AND GENETICS INCLUDING DNA ISOLATION AND

PROCESSING, GELS, AND RT-PCR.

106: DETERGENT DIGESTING. WATER DISTILLATION. STEAM STERILIZATION.

REAGENT PREPARATION. CONCENTRATED CHEMICALS WILL BE MIXED AND

DILUTED HERE FOR SAFE USE IN OTHER LABS.

*106B: CHEMICAL STORAGE.

107: HOUSEHOLD CHEMICAL STORAGE.

AREAS CLASSIFIED AS LABS SHOULD COMPLY WITH THE FULL LIST OF

REQUIREMENTS IN 2018 INTERNATIONAL FIRE CODE 5001.3 FOR PERFORMANCE

BASED DESIGN ALTERNATIVES. THESE ARE SET OUT TO PROTECT PEOPLE AND

PROPERTY AND INCLUDE:

MAKING READILY AVAILABLE TO EMPLOYEES AND FIRE OFFICIAL THE

PHYSICAL AND HEALTH HAZARD PROPERTIES OF ANY HAZARDOUS

MATERIALS ON SITE.

EQUIPMENT SHOULD BE DESIGNED, INSTALLED, AND MAINTAINED TO

ENSURE RELIABLE USE.

SAFEGUARDS SHALL BE PROVIDED TO LIMIT RISK OF UNINTENTIONAL

RELEASE OF HAZARDOUS MATERIAL.

SPILL MITIGATION PLAN SHOULD BE IN PLACE.

CHEMICALS AND OTHER HAZARDOUS MATERIALS ARE NOT TO BE

WASHED DOWN ANY FLOOR DRAIN OR SINK

SAFEGUARDS SHALL BE PROVIDED TO LIMIT RISK OF EXPOSING FLAMMABLE

HAZARDOUS MATERIAL FROM SOURCES OF IGNITION.

WHERE RELEASE OF GAS COULD CAUSE IMMEDIATE HARM TO

PERSON/PROPERTY, DETECTION/MITIGATION PLAN SHOULD BE

ESTABLISHED.

VENTILATION SHOULD BE INCLUDED WHERE NECESSARY

WRITTEN DOCUMENTATION OF PRE-STARTUP SAFETY REVIEW SHALL BE

DEVELOPED AND ENFORCED

WRITTEN EMERGENCY PLAN SHALL BE DEVELOPED WITH PARTICIPATION OF

RELATED EMPLOYEES AND FOLLOWED IN THE EVENT OF AN EMERGENCY.

SAFETY AUDITS SHALL BE CONDUCTED ON A REGULAR BASIS

CODE REVIEW INFORMATION

2375 SF = 5500

OPEN

STORAGE

686 SF = 2500

CLOSED

STORAGE

EXIT:

2 OCC

MAX TRAVEL DISTANCE: 115 FT

EXIT:

5 OCC

FE

FE

330 SF = 3150

WORKROOM

468 SF = 4150

WORKROOM

468 SF = 4150

WORKROOM

287 SF = 650

CHEM LAB

86 SF = 1500

STOR.

106B

91 SF = 1300

MECH/ JAN

TOILET

CORRIDOR

42 SF = 1300

ELEC

220 SF = 1515

BREAK

EXIT:

15 OCC

EXIT:

16 OCC

223 SF = 2150

WORKROOM

MAX TRAVEL DISTANCE: 70 FT

FEFE

FE

FE

INACTIVE LEAF

REVISIONS

4/18/2024 4:40:38 PM

CODE PLANS

G002

JANUARY 18, 2024

© 2023 | ALL RIGHTS RESERVED

CD DELIVERABLE

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| Project# RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT | L:\USDAARS_DSPWB\BIMCAD\Revit

PROJ# | RANGE SHEEP

PRODUCTION EFFICIENCY

RESEARCH UNIT

DESIGNED BY | LAST NAME

DRAWN BY | LAST NAME

REVIEWED BY | ROBERTS

3/16" = 1'-0"G002

1 CODE PLAN - BLDG 66 - 2950 SF

3/16" = 1'-0"G002

2 CODE PLAN - BLDG 92 - 2740 SF

NORTH REF

NORTH REF

1 04.18.24 GOV REQUESTED

FACP

FACP

FACP

UP

DIMENSION TO FACE OF FRAMING

DIMENSION TO GRID LINE

DEMOLITION PLAN LEGEND

EXISTING WALL CONSTRUCTION TO REMAIN

REMOVE EXISTING CONSTRUCTION

REMOVE EXISTING CEILING

A

B C D E F

G i ii iii

A

B C D E F

G i ii iii

A

B C D E F

G i ii iii

3 3

A

B C D E F

G i ii iii

DEMOLITION KEYNOTESDEMOLITION GENERAL NOTES

A.

B.

C.

D.

E.

THESE DRAWINGS ARE BASED UPON EXISTING

DRAWINGS AND SITE OBSERVATIONS. THE

CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY

EXISTING CONDITIONS.

THIS PLAN REPRESENTS ARCHITECTURAL

DEMOLITION. ITS PURPOSE IS TO GRAPHICALLY

DEPICT MAJOR ASSEMBLIES THAT MUST BE REMOVED

BY THE CONTRACTOR IN ORDER TO ALLOW

INSTALLATION OF THE REPROGRAMMED SPACE AND

NEW ASSEMBLIES. IT IS THE CONTRACTORS

RESPONSIBILITY TO VERIFY THE EXACT LOCATION

AND EXTENT OF THESE FINISHES AND ASSEMBLIES.

QUANTITY TAKEOFF MUST BE FIELD VERIFIED.

COORDINATE DEMOLITION WITH BUILD-BACK

REQUIREMENTS. SEE PLANS AND DETAILS FOR

ADDITIONAL INFORMATION ON BUILD-BACK.

COORDINATE WITH MECHANICAL, PLUMBING,

ELECTRICAL, AND STRUCTURAL DRAWINGS FOR

ADDITIONAL DEMOLITION REQUIREMENTS.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING

ADEQUATE ACCESS TO EXITS AT ALL TIMES.

F.

G.

H.

I.

J.

THE CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING AIR QUALITY AND DUST CONTROL

DURING DEMOLITION AND NEW CONSTRUCTION.

WHERE EXISTING CEILINGS ARE NOTED TO

REMAIN, DEMO ONLY AS NECESSARY. PATCH AND

REPAIR, MATCH ADJACENT FINISH.

SEE FINISH FLOOR PLANS A500'S FOR EXTENT OF

NEW FINISHES INFORMATION AND PROTECT

EXISTING FINISHES FROM DAMAGE DURING

DEMOLITION AS REQUIRED FOR CONTINUITY OF

FINISH WORK.

PATCH AND REPAIR ALL WALL FINISHES, FLOOR

FINISHES AND CEILING FINISHES WHERE PARTIAL

DEMOLITION OCCURS.

WHERE SHOWN AS DEMO, GOVERNMENT TO

REMOVE EVERYTHING THAT IS NOT PERMANENTLY

ATTACHED INCLUDING ALL EXISTING CABINETRY,

HEATING EQUIPMENT, AND PLUMBING FIXTURES.

CONTRACTOR TO COORDINATE ANYTHING

SCHEDULED TO BE MOVED/REINSTALLED.

ALTERNATE 1

THE WORK NOTED OR SHOWN AT BUILDING 66 IS

INTENDED TO BE PART OF BID ALTERNATE 1 AND NO

PORTION OF DEMOLITION, REBUILD, OR ANY OTHER

INTERIOR OR EXTERIOR WORK SHOULD BE CONSIDERED

AS PART OF THE BASE BID.

GOVERNMENT TO EVALUATE BIDS AND DECIDE WHAT

PORTION OF THE SCOPE SHOWN FOR BUILDING 66 TO

MOVE FORWARD WITH.

REVISIONS

4/18/2024 4:40:36 PM

BUILDING 66

DEMOLITION PLAN

AD101A

JANUARY 18, 2024

© 2023 | ALL RIGHTS RESERVED

CD DELIVERABLE

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| Project# RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT | L:\USDAARS_DSPWB\BIMCAD\Revit

PROJ# | RANGE SHEEP

PRODUCTION EFFICIENCY

RESEARCH UNIT

DESIGNED BY | BEHRENS

DRAWN BY | HOFF

REVIEWED BY | ROBERTS

1 REMOVE TOILET AND DISPOSE PER GOVERNMENT

DIRECTION

2 GOVERNMENT TO REMOVE SINK AND STORE FOR

REINSTALLATION IN NEW LOCATION - SEE ENLARGED

PLANS. CONTRACTOR RESPONSIBLE FOR REMOVAL/

CAPPING OF ANY REMAINING PLUMBING PIPING.

3 REMOVE ALL CEILING AND CEILING-MOUNTED

ELECTRICAL, MECHANICAL, AND PLUMBING ELEMENTS,

TYPICAL THROUGHOUT BUILDING

4 ALL CASEWORK, COUNTERTOPS, DESKS, AND

SHELVING TO BE REMOVED BY GOVERNMENT PRIOR

TO START OF CONSTRUCTION. COORDINATE REMOVAL

OF ANY REMAINING ELEMENTS.

5 GOVERNMENT TO REMOVE EXISTING PLUMBING

FIXTURE FOR RELOCATION INTO BUILDING 92, SEE

FLOOR PLANS AND PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION. CONTRACTOR

RESPONSIBLE FOR REMOVAL/ CAPPING OF ANY

REMAINING PLUMBING PIPING. COORDINATE STORAGE

OF SINK DURING CONSTRUCTION AND

REINSTALLATION WITH GOVERNMENT.

1/8" = 1'-0"AD101A

1 BLDG 66 - FIRST FLOOR DEMOLITION PLAN

1/8" = 1'-0"AD101A

4 BLDG 66 - MEZZANINE DEMO RCP

1/8" = 1'-0"AD101A

3 BLDG 66 - FIRST FLOOR DEMO RCP

1/8" = 1'-0"AD101A

2 BLDG 66 - MEZZANINE DEMOLITION PLAN

1680 1680

16801680

NORTH REF NORTH REF

NORTH REFNORTH REF

6 PLUMBING FIXTURE TO BE REMOVED BY

GOVERNMENT. COORDINATE REMOVAL/ CAPPING OF

ANY REMAINING PLUMBING PIPING.

7 EQUIPMENT TO BE REMOVED BY GOVERNMENT PRIOR

TO START OF CONSTRUCTION.

8 CONTRACTOR TO REMOVE ENTIRE MEZZANINE AND

ALL OTHER SUPPORTING STRUCTURAL ELEMENTS

WHICH ARE INDEPENDENT FROM PEMB STRUCTURE

INCLUDING STAIRS AND RAILINGS

1 04.18.24 GOV REQUESTED

F

F S

A301A 4

A B C D E F G i ii iii

A301A

A301A

A301A

OPEN

STORAGE

CLOSED

STORAGE

A B C D E F G i ii iii

OPEN

STORAGE

EXISTING CEILING IN AREA TO REMAIN

CLOSED

STORAGE

DRAWING NUMBER

SHEET WHERE DRAWN

DIMENSION TO FACE OF FRAMING OR EXISTING WALL

XXX000

SIM

PLAN LEGEND

DIRECTION OF VIEW

EXISTING WALLS

DIRECTION OF FLOOR SLOPE

NEW CONSTRUCTION

A.

B.

C.

D.

E.

FIELD VERIFY ALL EXISTING CONDITIONS.

UNLESS OTHERWISE NOTED, ALL STUD WALLS TO HAVE

4" STUD RETURN BETWEEN STUD OPENING TO

PERPENDICULAR WALL AT THE HINGE SIDE OF ALL

DOOR FRAMES.

PROVIDE BLOCKING IN WALL FOR ALL CABINETRY,

SHELVING, DOOR STOPS, DOOR HARDWARE,

COUNTERTOPS, AND WALL-MOUNTED EQUIPMENT, AND

ACCESSORIES. SEE PLANS AND INTERIOR ELEVATIONS

FOR LOCATIONS AND ADDITIONAL INFORMATION.

SEE ENLARGED PLANS FOR WALL TYPES, DIMENSIONS

AND ADDITIONAL INFORMATION FOR AREAS SHOWN IN

CALLOUTS.

COORDINATE ALL WORK SHOWN WITH THAT SHOWN IN

MECHANICAL, ELECTRICAL, PLUMBING, AND

STRUCTURAL DRAWINGS, ALERT ARCHITECT OF ANY

DISCREPANCIES.

GENERAL NOTES

ALTERNATE 1

THE WORK NOTED OR SHOWN AT BUILDING 66 IS

INTENDED TO BE PART OF BID ALTERNATE 1 AND NO

PORTION OF DEMOLITION, REBUILD, OR ANY OTHER

INTERIOR OR EXTERIOR WORK SHOULD BE CONSIDERED

AS PART OF THE BASE BID.

GOVERNMENT TO EVALUATE BIDS AND DECIDE WHAT

PORTION OF THE SCOPE SHOWN FOR BUILDING 66 TO

MOVE FORWARD WITH.

KEYNOTES

SCALE: 1" = 1'-0"

A.

GENERAL WALL TYPE NOTES:

EXTEND ALL COMPONENTS TO UNDERSIDE OF

DECK, UNLESS NOTED OTHERWISE.

ASSEMBLIES

5/8" GYPSUM BOARD,

BOTH SIDES

3-5/8" NON-LOAD BEARING

METAL FRAMING 16" O.C.

E

REVISIONS

4/18/2024 4:40:32 PM

BUILDING 66 FLOOR

PLAN AND RCP

A101A

JANUARY 18, 2024

© 2023 | ALL RIGHTS RESERVED

CD DELIVERABLE

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| Project# RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT | L:\USDAARS_DSPWB\BIMCAD\Revit

PROJ# | RANGE SHEEP

PRODUCTION EFFICIENCY

RESEARCH UNIT

DESIGNED BY | BEHRENS

DRAWN BY | HOFF

REVIEWED BY | ROBERTS

3/16" = 1'-0"A101A

1 BLDG 66 - FIRST FLOOR PLAN

NORTH REF

1 PORTION OF EXISTING BUILDING STRUCTURE TO

REMAIN

2 FIELD VERIFY OPENING PRIOR TO ORDERING.

APPROXIMATELY 14'-0" W x 14'-8" H INSULATED METAL

OH DOOR TO FIT EXISTING OH DOOR OPENING. DOOR

BASIS OF DESIGN: OVERHEAD DOOR COMPANY

SECTIONAL STEEL DOOR 420. OVERHEAD DOOR TO BE

HEAVY DUTY TYPE, 20-GAUGE, NON-INSULATED, WITH

2" LOW HEADROOM TRACK. DOOR TO HAVE RIBBED

PANELS AND NO GLAZING, WHITE COLOR WITH

WEATHERSTRIPPING AT BOTTOM OF DOOR AND AT

JAMBS. COORDINATE JAMB/ HEAD DETAILS AND

TRACK BRACING TO STRUCTURE WITH

MANUFACTURER'S RECOMMENDATIONS.

3/16" = 1'-0"A101A

3 BLDG 66 - REFLECTED CEILING PLAN

NORTH REF

1 04.18.24 GOV REQUESTED

CHANGE

iiiiii

A301A

BLDG 66 - EAVE

116'-0"

BLDG 66 F.F.

100'-0"

A B C D E F G2 A301A

A301A

BLDG 66 - EAVE

116'-0"

BLDG 66 F.F.

100'-0"

A B

BLDG 66 F.F.

100'-0"

A301A

A301A i ii iii

A301A

BLDG 66 - EAVE

116'-0"

BLDG 66 F.F.

100'-0"

EXISTING HEADER VIF.

PROVIDE BLOCKING IN WALL

AS REQUIRED BY DOOR

MANUFACTURER

EXISTING SPRAY IN

INSULATION

METAL HEADER

FLASHING

WEATHER SEAL

EXISTING JAMB

FRAMING. VERIFY

DISTANCE BETWEEN

EXISTING FRAMING

AND SIZE DOOR TO FIT

METAL JAMB FLASHING

EXISTING SPRAY IN

INSULATION TO REMAIN

VERIFY JAMB LOCATION

AND DETAILS WITH

SELECTED OVERHEAD

DOOR MANUFACTURER

EXISTING EXTERIOR

SIDING TO REMAIN,

PROTECT IN PLACE

DURING CONSTRUCTION.

A.

B.

C.

THESE DRAWINGS ARE BASED UPON EXISTING

DRAWINGS AND SITE OBSERVATIONS. THE

CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY

EXISTING CONDITIONS TO WORK OUTLINED IN

CONSTRUCTION DOCUMENTS.

FOLLOW MANUFACTURER'S RECOMMENDATIONS

FOR INSTALLATION/APPLICATION OF NEW FINISHES

UNLESS OTHERWISE NOTED

USE DIAGONAL BRACE FOR ALL WALLS NOT TO

DECK

GENERAL NOTES

REVISIONS

4/18/2024 4:40:33 PM

BUILDING 66 BUILDING

ELEVATIONS,

SECTIONS AND

SECTION DETAILS

A301A

JANUARY 18, 2024

© 2023 | ALL RIGHTS RESERVED

CD DELIVERABLE

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| Project# RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT | L:\USDAARS_DSPWB\BIMCAD\Revit

PROJ# | RANGE SHEEP

PRODUCTION EFFICIENCY

RESEARCH UNIT

DESIGNED BY | BEHRENS

DRAWN BY | HOFF

REVIEWED BY | ROBERTS

# KEYNOTES

1 EXTERIOR LIGHT. SEE ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION.

2 FIELD VERIFY OPENING PRIOR TO ORDERING.

APPROXIMATELY 14'-0" W x 14'-8" H INSULATED METAL

OH DOOR TO FIT EXISTING OH DOOR OPENING. DOOR

BASIS OF DESIGN: OVERHEAD DOOR COMPANY

SECTIONAL STEEL DOOR 420. OVERHEAD DOOR TO BE

HEAVY DUTY TYPE, 20-GAUGE, NON-INSULATED, WITH

2" LOW HEADROOM TRACK. DOOR TO HAVE RIBBED

PANELS AND NO GLAZING, WHITE COLOR WITH

WEATHERSTRIPPING AT BOTTOM OF DOOR AND AT

JAMBS. COORDINATE JAMB/ HEAD DETAILS AND

TRACK BRACING TO STRUCTURE WITH

MANUFACTURER'S RECOMMENDATIONS.

3 OVERHEAD DOOR OPENER TO BE SIDE-MOUNTED ON

EXTERIOR WALL. DIRECT COUPLE TO DOOR SHAFT.

OPENER TO BE 1/2 HORSEPOWER, BASIS OF DESIGN:

OVERHEAD DOOR COMMERCIAL DOOR OPERATOR

RSX "JACKSHAFT", STANDARD DUTY.

3/16" = 1'-0"A301A

2 BLDG 66 CROSS SECTION

3/16" = 1'-0"A301A

1 BLDG 66 LONGITUDINAL SECTION

1/2" = 1'-0"A301A

3 BLDG 66 - WALL SECTION 01

3/16" = 1'-0"A301A

4 WEST ELEVATION

3" = 1'-0"A301A

5 BLDG 66 - OH DOOR HEADER DETAIL

3" = 1'-0"A301A

6 BLDG 66 - OH DOOR JAMB DETAIL

1260 420 10.50

10.50

1 04.18.24 GOV REQUESTED

A

B C D E F

G i ii iii

21.7

23.4

25.0

26.5

27.7

28.6

29.0

29.1

29.1

29.0

29.0

28.9

28.5

27.9

26.7

25.2

23.3

21.5

19.5

23.4

25.4

27.4

29.3

30.8

31.8

32.2

32.3

32.2

32.2

32.1

32.1

31.7

31.0

29.6

27.7

25.3

23.0

20.4

25.0

27.4

29.9

32.1

33.8

34.9

35.4

35.4

35.3

35.3

35.3

35.2

34.9

34.0

32.4

30.2

27.4

24.7

21.5

26.4

29.1

31.9

34.5

36.5

37.8

38.3

38.2

38.1

38.0

38.0

38.0

37.7

36.7

35.0

32.4

29.2

26.2

22.5

27.6

30.6

33.6

36.3

38.6

40.0

40.4

40.4

40.3

40.2

40.2

40.1

39.8

38.9

36.8

33.9

30.6

26.9

23.0

28.4

31.5

34.7

37.6

39.7

41.2

41.9

41.9

41.8

41.7

41.7

41.6

41.1

40.2

38.0

35.1

31.6

27.1

22.7

28.9

32.0

35.2

38.2

40.6

42.0

42.6

42.6

42.5

42.4

42.4

42.3

41.9

40.8

38.6

35.3

31.8

26.1

21.9

29.1

32.2

35.3

38.2

40.5

42.0

42.6

42.8

42.7

42.6

42.6

42.4

41.9

40.7

38.5

35.0

30.5

24.2

20.9

29.1

32.2

35.2

38.0

40.2

41.7

42.4

42.7

42.7

42.6

42.5

42.3

41.6

40.3

38.1

34.5

28.3

22.2

19.4

29.2

32.2

35.1

37.8

40.0

41.5

42.3

42.6

42.6

42.6

42.5

42.3

41.6

40.2

37.9

34.1

22.9

20.2

18.1

29.4

32.4

35.3

38.0

40.2

41.8

42.6

42.9

43.0

43.0

42.9

42.7

42.0

40.5

38.1

31.7

20.5

18.4

29.8

32.8

35.9

38.7

40.9

42.5

43.3

43.7

43.8

43.8

43.8

43.6

42.9

41.5

38.9

20.9

18.5

15.9

5.5

30.4

33.5

36.7

39.7

42.0

43.6

44.5

44.8

44.9

45.0

45.1

44.9

44.4

43.2

41.2

30.9

34.3

37.6

40.7

43.2

44.9

45.7

46.0

46.1

46.2

46.3

46.4

46.0

45.1

43.4

31.4

34.8

38.3

41.5

44.3

46.0

46.7

46.9

47.0

47.1

47.3

47.3

47.2

46.3

44.4

31.6

35.2

38.7

42.0

44.6

46.3

47.2

47.5

47.6

47.6

47.8

47.9

47.5

46.6

44.7

31.6

35.2

38.6

41.9

44.7

46.4

47.1

47.3

47.5

47.5

47.6

47.6

47.2

46.1

44.2

31.4

34.9

38.3

41.5

44.1

45.8

46.6

46.9

46.9

47.0

47.0

46.9

46.3

44.9

41.9

32.8

16.7

15.2

13.6

31.2

34.5

37.8

40.8

43.3

44.9

45.8

46.1

46.2

46.2

46.2

46.0

45.3

43.7

41.0

36.1

28.6

17.3

14.4

31.0

34.1

37.3

40.3

42.6

44.3

45.1

45.5

45.5

45.5

45.4

45.2

44.4

42.9

40.4

36.1

32.7

26.5

16.7

30.8

34.0

37.1

40.0

42.4

44.0

44.8

45.2

45.2

45.2

45.1

44.8

44.1

42.7

40.3

36.3

33.2

30.4

30.9

34.1

37.3

40.2

42.6

44.2

45.0

45.3

45.4

45.3

45.2

45.0

44.2

42.9

40.6

37.2

33.8

30.6

20.9

31.2

34.5

37.8

40.8

43.2

44.8

45.6

45.9

45.9

45.8

45.8

45.5

44.9

43.5

41.3

38.2

34.6

31.1

28.0

31.4

34.9

38.3

41.4

44.0

45.6

46.4

46.6

46.5

46.4

46.4

46.3

45.7

44.4

42.2

39.0

35.2

31.7

28.4

31.7

35.1

38.6

41.9

44.6

46.2

46.9

47.0

47.0

46.9

46.9

46.7

46.3

45.1

42.8

39.6

35.7

32.1

28.7

31.7

35.2

38.8

42.0

44.6

46.2

47.0

47.2

47.1

47.0

47.0

46.9

46.4

45.1

42.9

39.9

36.0

32.3

28.8

31.5

34.9

38.4

41.6

44.3

45.9

46.6

46.7

46.7

46.6

46.6

46.4

46.0

44.9

42.6

39.5

35.7

32.2

28.7

31.0

34.4

37.8

40.9

43.4

45.0

45.7

45.9

45.8

45.8

45.8

45.7

45.2

44.0

41.8

39.0

35.3

31.8

28.4

30.5

33.8

37.0

39.9

42.3

43.8

44.6

44.8

44.8

44.8

44.8

44.6

44.1

42.9

40.8

38.1

34.7

31.3

28.0

30.1

33.1

36.2

39.0

41.3

42.8

43.6

43.9

43.9

43.8

43.8

43.6

43.1

41.9

39.9

37.3

34.1

30.8

27.6

29.7

32.7

35.7

38.4

40.7

42.2

42.9

43.2

43.2

43.2

43.1

43.0

42.4

41.3

39.3

36.7

33.6

30.4

27.3

29.5

32.5

35.5

38.3

40.5

41.9

42.7

42.9

42.9

42.9

42.9

42.7

42.2

41.1

39.2

36.6

33.5

30.2

27.2

29.4

32.5

35.6

38.4

40.6

42.1

42.8

43.0

42.9

42.9

42.9

42.8

42.3

41.2

39.3

36.7

33.5

30.2

27.1

29.3

32.4

35.6

38.5

40.8

42.3

42.9

43.0

42.9

42.8

42.9

42.9

42.5

41.5

39.5

36.8

33.5

30.1

26.9

29.0

32.2

35.3

38.3

40.7

42.1

42.6

42.6

42.6

42.5

42.5

42.5

42.3

41.3

39.3

36.5

33.3

29.9

26.7

28.4

31.6

34.7

37.6

39.8

41.1

41.8

41.8

41.6

41.6

41.6

41.7

41.4

40.4

38.5

35.9

32.7

29.3

26.1

27.5

30.4

33.4

36.1

38.4

39.7

40.0

40.0

39.9

39.9

39.9

39.9

39.7

38.9

37.1

34.4

31.5

28.3

25.3

26.2

28.9

31.6

34.1

36.1

37.3

37.7

37.7

37.5

37.5

37.5

37.6

37.4

36.5

34.9

32.6

29.8

26.9

24.2

24.7

27.1

29.4

31.6

33.2

34.3

34.7

34.8

34.7

34.6

34.7

34.6

34.4

33.6

32.2

30.2

27.8

25.3

22.8

23.1

25.0

27.0

28.7

30.1

31.0

31.5

31.6

31.5

31.5

31.5

31.4

31.1

30.4

29.2

27.6

25.6

23.5

21.4

21.4

22.9

24.5

25.9

27.1

27.8

28.2

28.4

28.4

28.3

28.3

28.2

27.9

27.3

26.3

25.0

23.4

21.7

20.1

16.3

18.1

17.9

15.3

18.9

21.3

21.0

18.6

19.3

21.8

21.5

19.0

17.6

19.6

19.3

17.0

CLOSED

STORAGE

OPEN

STORAGE

b b b b a a a a a os b os

O S

H1 H1 H1 H1

H1H1H1H1

W1

W1

W1

X2 X2

+84"

AFF

+84"

AFF

X1

X1

X1 X2

+84"

AFF

(E)P2

(E)P2-1

(E)M66

GENERAL NOTES

A. COMPLY WITH LATEST ADOPTED NEC AND

APPLICABLE CODES/STANDARDS.

B. SHARED NEUTRALS ARE NOT ALLOWED FOR SINGLE

PHASE BRANCH CIRCUITS.

C. POWER TO SITE IS PRIMARY METERED. ALL POWER

UTILITY WORK BY E.C.

REVISIONS

4/18/2024 4:12:42 PM

BUILDING 66 POWER,

LIGHTING & LIGHTING

CALCS

E200A

JANUARY 18, 2024

© 2023 | ALL RIGHTS RESERVED

CD DELIVERABLE

R A

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E S

H E

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P R

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F F

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E S

E A

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H U

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IT

U N

IT

E

D S

T A

T E

S D

E P

A R

T M

E N

T O

F A

G R

IC

U

L T

U R

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A G

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U L T

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A L R

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| Project# RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT | L:\USDAARS_DSPWB\BIMCAD\Revit

PROJ# | RANGE SHEEP

PRODUCTION EFFICIENCY

RESEARCH UNIT

DESIGNED BY | GLASSSING

DRAWN BY | STEIN

REVIEWED BY | GLASSSING

3/16" = 1'-0"E200A

1 BUILDING 66 POWER AND LIGHTING PLAN

NOT TO SCALEE200A

2 BUILDING 66 LIGHTING CALCS

1 04.18.24 GOV REQUESTED

CHANGE

S

L

FD

EWH

T

FD

US

S

EWH

S

S

AC

SICE

ESH

FD

FCO DW

CW

FAUCET

S/RI

ABBREVIATION LEGEND

AC - AUTOCAVE

DW - DISHWASHER

ESH - EMERGENCY SHOWER / EYE WASH

EWH - ELECTRIC WATER HEATER

FD - FLOOR DRAIN

FCO - FLOOR CLEANOUT

ICE - ICE MAKER

L - LAVATORY

S - SINK

S/RI - SINK ROUGH-IN

T - TOILET

US - UTILITY SINK

ESH

LPG TANK

ON GRADE

(E

L P

G U

G

UNIT HEATER

CW

HW

HWC

SS

V

CD

D

CO/WCO

FCO

GCO

S=.XXX

S

G

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER CIRC.

SANITARY SEWER

VENT

CLEANOUT/ WALL CLEANOUT

FLOOR CLEANOUT

GRADE CLEANOUT

CONDENSATE DRAIN

DRAIN

SLOPE DOWN IN DIRECTION OF FLOW

SHUTOFF VALVE

GATE VALVE

BALL VALVE

BUTTERFLY VALVE

GLOBE VALVE

GAS SHUT-OFF COCK

SWING CHECK VALVE

SPRING CHECK VALVE

STRAINER

WATER OUTLET (TYPE INDICATED)

BACKFLOW PREVENTER (TYPE INDICATED)

SLEEVE (PIPE) THRU WALL OR FLOOR

FLEX CONNECTOR (TYPE INDICATED)

HOSE END DRAIN VALVE

PRESSURE REDUCING VALVE

TEMPERATURE & PRESSURE RELIEF VALVE

AUTOMATIC AIR VENT

DIELECTRIC UNION

UNION

AUTOMATIC FLOW BALANCING VALVE

DIAL/COLUMN THERMOMETER

PIPE ANCHOR

SOLENOID VALVE

ECCENTRIC PLUG BALANCING VALVE

VALVE IN RISER

TEE UP

TEE DOWN

ELBOW UP

ELBOW DOWN

PIPE CAP

PIPE DRAIN & CAP

CONNECT TO EXISTING

NEW PIPING

EXISTING PIPING

PIPING TO BE REMOVED

DE

A

T

X

DISCONNECT FROM EXISTING

PLUMBING LEGEND

TEMPID WATER TO EMERGENCY

FIXTURE

80° TEMPID

REVISIONS

4/18/2024 4:12:43 PM

BUILDING 66

DEMOLITION

PLUMBING PLAN

PD201A

JANUARY 18, 2024

© 2023 | ALL RIGHTS RESERVED

CD DELIVERABLE

R A

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H U

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U N

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D S

T A

T E

S D

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A R

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T O

F A

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| Project# RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT | L:\USDAARS_DSPWB\BIMCAD\Revit

PROJ# | RANGE SHEEP

PRODUCTION EFFICIENCY

RESEARCH UNIT

DESIGNED BY | DIETRICH

DRAWN BY | HAWKINS

REVIEWED BY | AMESTOY

DEMOLITION KEYNOTES

1. EXISTING TOILET.

2. EXISTING WALL HUNG LAVATORY.

3. EXISTING FLOOR DRAIN.

4. EXISTING ELECTRIC WATER HEATER.

5. EXISTING SINK.

6. EXISTING EMERGENCY FIXTURE.

7. EXISTING EQUIPMENT.

8. EXISTING LPG TANK, PIPING AND UNIT HEATER TO REMAIN.

9. EXISTING STAINLESS STEEL SINK TO BE REMOVED AND

RELOCATED TO BUILDING 92 IN BASE BID BY GOVERNMENT.

NORTH REF

1/8" = 1'-0"PD201A

1 BUILDING 66 DEMOLITION PLUMBING PLAN

GENERAL NOTES

A. CONTRACTOR TO DEMO AND REMOVE ALL FIXTURES, EQUIPMENT

AND EXPOSED PIPING.

B. CONTRACTOR TO DEMO ALL CONCEALED PIPING, SUPPORTS AND

FLOOR DRAINS. CAP SANITARY PIPING TO BELOW CONCRETE

FLOOR SLAB TO ALLOW FOR A SMOOTH FINISHED FLOOR.

C. CONTRACTOR TO SHUT-OFF WATER TO BUILDING AT WATER

ENTRANCE.

D. THE GOVERNMENT WILL REMOVE, STORE AND PROTECT ALL

PLUMBING FIXTURES INCLUDING THE STAINLESS STEEL DOUBLE

SINK NOTED TO BE REINSTALLED IN BUILDING 92.

1 04.18.24 GOV REQUESTED

CHANGE

PLUMBING ABBREVIATIONS

(E) EXISTING

(N) NEW

AFF ABOVE FINISHED FLOOR

AV ACID VENT

AW ACID WASTE

BG BELOW GRADE

CA COMPRESSED AIR

CD CONDENSATE DRAIN

CO CLEANOUT

CW COLD WATER

CX CONNECT TO EXISTING

DN PIPE DROP TO NEXT LEVEL

F FIRE SERVICE

FCO FLOOR CLEANOUT

FND FOUNDATION DRAIN

GCO GRADE CLEANOUT

HW HOT WATER

HWC HOT WATER CIRCULATION

IDW INDIRECT WASTE

IE INVERT ELEVATION

IRR IRRIGATION

LPG LIQUEFIED PETROLEUM GAS

MAX MAXIMUM

MIN MINIMUM

NC NORMALLY CLOSED (VALVE)

NG NATURAL GAS

NO NORMALLY OPEN (VALVE)

OFL OVERFLOW RAIN LEADER

RWL RAIN WATER LEADER

SCW SOFT COLD WATER

SS SANITARY SEWER

TPL TRAP PRIMER LINE

UP PIPE RISE TO NEXT LEVEL

V VENT

VA VALVE

VTR VENT THRU ROOF

WCO WALL CLEANOUT