Attch 1 - Dubois 66 and 92 Drawings.pdf

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11/21/2023 11:46:33 AM

19 Office Loop Dubois, ID 83423

UNITED STATES DEPARTMENT OF AGRICULTURE - AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT

CD DELIVERABLE

NOVEMBER 21, 2023

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

COVER SHEET

G001

NOVEMBER 21, 2023

© 2023 | ALL RIGHTS RESERVED

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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

A401A BUILDING 66 ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS

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

P001A BUILDING 66 PLUMBING SCHEDULES AND LEGENDS

P101A BUILDING 66 DWV PLAN

P201A BUILDING 66 PLUMBING PLAN

MECHANICAL

MD101A BUILDING 66 DEMOLITION HVAC PLANS

M003A BUILDING 66 MECHANICAL SCHEDULES

M101A BUILDING 66 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

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CONSTRUCTION DOCUMENTS

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CONTRUCTION DOCUMENTS

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

2305 SF = 5500

OPEN

STORAGE

686 SF = 2500

CLOSED

STORAGE

EXIT:

2 OCC

MAX TRAVEL DISTANCE: 115 FT

EXIT:

5 OCC

FE

FE

TOILET

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

11/21/2023 11:46:36 AM

CODE PLANS

G002

NOVEMBER 21, 2023

© 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

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A101A

A101

REVISIONS

11/21/2023 11:46:25 AM

SITE PLAN

AS001

NOVEMBER 21, 2023

© 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" = 100'-0"AS001

1 SITE PLAN - TRUE NORTH

NORTH REF

2001000

ALTERNATE #1

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61 32 4 5

Y

X

Z

61 32 4 5

Y

DIMENSION TO FACE OF FRAMING

DIMENSION TO GRID LINE

DEMOLITION PLAN LEGEND

EXISTING WALL CONSTRUCTION TO REMAIN

REMOVE EXISTING CONSTRUCTION

REMOVE EXISTING CEILING

DEMOLITION GENERAL NOTES

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

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.

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.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING

ADEQUATE ACCESS TO EXITS AT ALL TIMES.

THE CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING AIR QUALITY AND DUST CONTROL

DURING DEMOLITION AND NEW CONSTRUCTION.

PATCH AND REPAIR ALL WALL FINISHES, FLOOR

FINISHES AND CEILING FINISHES WHERE PARTIAL

DEMOLITION OCCURS.

ALL DEMOLITION AND SHORING IS TO BE

COORDINATED BY GC AND SUBCONTRACTORS.

WHERE TRENCHING IN THE CONCRETE IS TO OCCUR

TO COMPLETE SCOPE OF WORK, INFILL CONCRETE

FLUSH WITH EXISTING IN A COLOR/TEXTURE TO

MATCH EXISTING

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING

CONTINUOUS ACCESS TO ALL EXITS AT ALL TIMES.

ALL CONDITIONS ARE BASED ON ASSUMPTIONS MADE

BY TEAM AFTER SITE VISIT. ALERT ARCHITECT OF ANY

DISCREPANCIES FROM THESE DRAWINGS FOUND IN

THE FIELD WHICH IMPACT ABILITY TO COMPLETE

WORK PER DETAILS, PLANS, DRAWINGS, AND

SCHEDULES.

DEMOLITION KEYNOTES

REVISIONS

11/21/2023 11:46:21 AM

BUILDING 92

DEMOLITION PLAN

AD101

NOVEMBER 21, 2023

© 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"AD101

1 BLDG 92 - DEMOLITION PLAN

3/16" = 1'-0"AD101

2 BLDG 92 - FIRST FLOOR DEMO RCP

NORTH REF

NORTH REF

1 REMOVE EXTERIOR DOOR. REF. WALL SECTIONS

FOR INFILL DETAILS

2 REMOVE EXISTING ADDITION ENTIRELY INCLUDING

EXTERIOR WALLS, CONCRETE SLAB ON GRADE,

DOORS, AND ROOF STRUCTURE AND ASSEMBLY.

DISPOSE PER SPECIFICATIONS.

3 REMOVE EXISTING OVERHEAD DOOR

4 PLUMBING FIXTURE TO BE REMOVED BY

GOVERNMENT. CONTRACTOR RESPONSIBLE FOR

REMOVAL/ CAPPING OF ANY REMAINING PLUMBING

PIPING.

5 REMOVE ALL CEILING AND CEILING-MOUNTED

ELECTRICAL, MECHANICAL, AND PLUMBING

ELEMENTS, TYPICAL THROUGHOUT BUILDING

6 ALL CASEWORK, COUNTERTOPS, DESK, SHELVING

AND EQUIPMENT TO BE REMOVED BY

GOVERNMENT PRIOR TO START OF

CONSTRUCTION.

7 REMOVE DOOR AND FRAME PRIOR TO POURING

OF NEW SLAB AND REFRAME OPENING TO

ACCOMMODATE NEW FINISH FLOOR HEIGHT.

DOOR TO BE REINSTALLED IN SAME LOCATION

DURING NEW CONSTRUCTION PHASE

8 MECHANICAL/PLUMBING EQUIPMENT IN ROOM TO

BE REMOVED BY GOVERNMENT.

9 REMOVE EXISTING BUILDING SIDING AND PREP

FOR INSTALLATION OF NEW INSULATION AND

SIDING PER ASSEMBLY SCHEDULE

10 REMOVE EXISTING ROOF PANELS AND

SUPPORTING STRUCTURE AND PREP FOR

INSTALLATION OF NEW INSULATION AND ROOF

PANELS FOLLOWING NEW STRUCTURAL

FRAMINGS. SEE STRUCTURAL DRAWINGS AND

ARCHITECTURAL ROOF PLAN FOR ASSEMBLY

INFORMATION.

11 EXISTING WINDOW TO REMAIN. REMOVE AND

REINSTALL AS NECESSARY TO COMPELTE SCOPE

OF WORK AS DEPICTED IN DRWAINGS OR

SPECIFICATIONS.

12 EXISTING CONCRETE STOOP TO REMAIN.

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X

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

KEYNOTES

A201

A2012A201 4

A201

X

Z

WORKROOM

WORKROOM

104 WORKROOM

CHEM

LAB

STOR.

106B

MECH/

JAN

TOILET

ELEC

1105'

-4

A301

A301

A401

32 4 5

CORRIDOR

101-2

Y

A301

BREAK

A401 3

46'-3"

SEE CIVIL

10'-0" 49'-4 1/4"

D

D

D

E

106B

D

3'-0 3/4"

WORKROOM

'-1

1"

SE

E

C

IV

IL

5'

-0

A4023 A402 478

A401

A401 4 A402 21

A4025 A402 68 7

C B

E

A

BB A

A

C

A

B

B

E

9 9

A101

10'-0" 10'-0" 10'-0" 10'-0"

CLCL

E

D

D

E

D

6 7

D

4'-2"

EQ5'-0"EQ EQ 5'-0" EQ

6' -0

6' -0

A301

1-

C

A.

B.

GENERAL WALL TYPE NOTES:

SEE INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR

WALL FINISHES.

PROVIDE BLOCKING AS REQUIRED TO SECURE WALL

HUNG COMPONENTS.

WALL TYPE LEGEND

5/8" GYPSUM BOARD, PAINT PER FINISH PLAN

3-5/8" NON-LOAD BEARING METAL

FRAMING 16" O.C.

A

PATCH/REPLACE EXISTING GYPSUM BOARD

AS NECESSARY. PREP WALL AND PAINT

PER FINISH PLAN

D

E

5/8" GYPSUM BOARD, FOR SHEAR WALLS

INFORMATION SEE STRUCTURAL, PAINT PER

FINISH PLAN

6" NON-LOAD BEARING METAL

FRAMING 16" O.C.

3" POLYISO RIGID INSULATION

METAL SIDING TO BE INSTALLED VERTICALLY

EXISTING AREA OF PEMB STRUCTURAL

SYSTEM.

3/4" PLYWOOD

AIR/WATER BARRIER

EXISTING FURRING TO REMAIN WHERE SHOWN,

INFILL (FROM EXTERIOR) ANY MISSING OR

DETERIORATING INSULATION WITH R-13 BATT

INSULATION

B

EXISTING AREA OF PEMB STRUCTURAL

SYSTEM WITH SUPPLEMENTAL FRAMING TO

SUPPORT FINISHES

3/4" PLYWOOD

EXISTING FURRING AND METAL FINISH TO REMAIN

5/8" GYPSUM BOARD, PAINT PER FINISH PLAN

3 5/8" NON-LOAD BEARING METAL

FRAMING 16" O.C.

BATT INSULATION, R-13 MIN

C

FRAME OUT AREA OF OPENING IN WALL LEFT

AFTER REMOVAL OF DOOR WITH 3 5/8"

METAL STUDS TO ALIGN WITH FACE OF

EXISTING EXTERIOR WALL AFTER REMOVAL

OF EXISTING SIDING AND INSULATION

3/4" PLYWOOD TO BE CONTINUOUS FROM

ADJACENT EXTERIOR WALLS

5/8" GYPSUM BOARD, PAINT PER FINISH PLAN

3 5/8" NON-LOAD BEARING METAL

FRAMING 16" O.C.

BATT INSULATION, R-13 MIN

AS

R

EQ

AIR GAP AS NECESSARY TO ALIGN FINISHES

ON BOTH SIDES WITH ADJACENT WALLS

3" POLYISO RIGID INSULATION

METAL SIDING TO BE INSTALLED VERTICALLY

AIR/WATER BARRIER

3" POLYISO RIGID INSULATION

METAL SIDING TO BE INSTALLED VERTICALLY

AIR/WATER BARRIER

10MIL VAPOR BARRIER

10MIL VAPOR BARRIER

X

NEW EXTERIOR FINISHES - SEE WALL ASSEMBLIES

PATCH/REPLACE EXISTING GYPSUM BOARD

AS NECESSARY

AREA OF EXISTING CONCRETE STEM WALL/

PEMB STRUCTURAL SYSTEM.

EXISTING FURRING TO REMAIN WHERE SHOWN,

INFILL (FROM EXTERIOR) ANY MISSING OR

DETERIORATING INSULATION WITH R-13 BATT

INSULATION

SEE FLOOR PLAN AND ASSEMBLIES SCHEDULE

FOR ADDITIONAL INFORMATION. COORDINATE

SHEAR WALLS WITH STRUCTURAL DRAWINGS

AND NOTES.

NEW FURRED WALL AT LOCATIONS OF EXISTING

METAL PANEL INTERIOR WALL FINISH

A.

B.

C.

D.

E.

F.

FIELD VERIFY ALL EXISTING CONDITIONS.

ALL CONDITIONS ARE BASED ON ASSUMPTIONS MADE

BY TEAM AFTER SITE VISIT. ALERT ARCHITECT OF ANY

DISCREPANCIES FROM THESE DRAWINGS FOUND IN THE

FIELD WHICH IMPACT ABILITY TO COMPLETE WORK PER

DETAILS, PLANS, DRAWINGS, AND SCHEDULES.

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

REVISIONS

11/21/2023 11:45:15 AM

BUILDING 92 FLOOR

PLAN

A101

NOVEMBER 21, 2023

© 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

NORTH REF

3/16" = 1'-0"A101

1 BLDG 92 - FIRST FLOOR PLAN

1 NEW CONCRETE WALKWAY. COORDINATE WITH CIVIL

AND STRUCTURAL DRAWINGS

2 EMERGENCY EYE WASH AND SHOWER. SEE PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION.

3 AREA OF EXISTING DOOR SCHEDULED TO BE

REMOVED AND REPLACED WITH NEW, MORE NARROW

DOOR IN THE SAME LOCATION. AFTER REMOVING

EXISTING DOOR, REFRAME OPENING TO ALLOW FOR

NEW 3" SLAB POUR AND NEW DOOR SIZE, INSTALL

NEW DOOR PER DOOR SCHEDULE. COORDINATE WITH

STRUCTURAL DRAWINGS.

4 SINK TO BE BROUGHT OVER FROM PREVIOUS

LOCATION IN BUILDING 66. CONTRACTOR TO

COORDINATE INSTALLATION WITH GOVERNMENT. SEE

PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

5 WORKSPACE TO HAVE GROMMET AT CORNER OF THE

COUNTER SURFACE FOR CORDS, LOCATE AT OPEN

KNEE SPACE. SEE INTERIOR ELEVATIONS FOR

ADDITIONAL INFORMATION.

6 AIR HANDLING UNIT SHOWN FOR COORDINATION

ONLY. SEE MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

7 COOLING SYSTEM OUTDOOR UNIT SHOWN FOR

COORDINATION ONLY. SEE MECHANICAL DRAWINGS

FOR ADDITIONAL INFORMATION.

8 PROVIDE MOP HOLDER WITH SHELF UNIT.

9 PROVIDE CORNER GUARD, TYPICAL.

10 PROVIDE BLOCKING IN WALL WHERE FUME

EXTRACTOR IS PLANNED TO BE MOUNTED. SEE

MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

11 EXISTING DOOR TO BE REMOVED DURING SLAB POUR.

REFRAME OPENING TO ACCOMMODATE DOOR HEAD 3"

HIGHER AND THEN REINSTALL EXISTING

DOOR.COORDINATE WITH STRUCTURAL DRAWINGS.

12 EXISTING CONCRETE STOOP TO REMAIN, SEE CIVIL

DRAWINGS

13 SLOPE FLOOR IN ROOM TOWARDS DRAIN. SEE

STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

14 SIDE OF DOOR NOT SHOWN WITH TAG INTENDED TO

BE INACTIVE LEAF SIDE. SEE HARDWARE SCHEDULE

FOR ADDITIONAL INFORMATION.

15 POWER POLES CENTERED AT EACH END OF

WORKBENCH

16 EXISTING WINDOW TO REMAIN. REMOVE AND

REINSTALL AS NECESSARY TO COMPELTE SCOPE OF

WORK AS DEPICTED IN DRWAINGS OR

SPECIFICATIONS.

1" = 1'-0"A101

2 TRANSITION FROM WALL TYPE A TO B AT SHEAR WALL

garyg Text Box

JANUARY 18,2024

garyg

X

Z

61 32 4 5

Y

0' -3

'-0

0' -2

'-0

0' -2

'-0

A110

A110

A301

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

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.

DEMOLITION PLANS' PURPOSE IS TO GRAPHICALLY

DEPICT GENERAL AREAS OF WORK TO BE

COMPLETED BY THE CONTRACTOR IN ORDER

TO ALLOW INSTALLATION OF NEW PRODUCTS AND

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 SHOWN ON DRAWINGS.

COORDINATE WITH MECHANICAL,

PLUMBING,ELECTRICAL, AND STRUCTURAL

DRAWINGS FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

THE CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING AIR QUALITY AND DUST CONTROL

DURING DEMOLITION AND NEW CONSTRUCTION.

ALL DEMOLITION AND SHORING IS TO BE

COORDINATED BY GC AND SUBCONTRACTORS.

PATCH AND REPAIR ALL FINISHES THAT MAY BE

IMPACTED BY WORK THAT OCCURS AS A PART OF

THE SCOPE SHOWN IN PLANS.

TO MATCH EXISTING ALL FINISHED ROOF SLOPES TO

ACHIEVE A MINIMUM OF 2" PER FOOT CONTINUOUS

SLOPE IN DIRECTION INDICATED.

ALL DIMENSIONS ARE FOR GENERAL ARRANGEMENT

AND LOCATION ONLY. ACTUAL REQUIREMENTS AND

DIMENSIONS ARE TO BE VERIFIED AND COORDINATED

WITH EQUIPMENT, OTHER CONSTRUCTION TRADES,

SHOP DRAWINGS, AND EXISTING STRUCTURAL

FRAMING MEMBERS.

CONSTRUCTION SHALL BE IN FULL COMPLIANCE WITH

ALL CURRENT LOCAL CODES AND REGULATIONS IN

EFFECT AT THE TIME OF AGREEMENT BETWEEN

GOVERNMENT AND CONTRACTOR.

DETAILS IN THE PROJECT DRAWINGS ARE SHOWN AT

SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW

GENERAL REQUIREMENTS THROUGHOUT AREAS

THAT CONDITION OCCURS.

GENERAL NOTES

KEYNOTES

EXISTING PEMB STRUCTURE

NEW ROOF SUPPORT

STRUCTURE. SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION AND SPACING.

3/4" PLYWOOD TO SPAN

PERPENDICULAR TO THE NEW

ROOF STRUCTURAL MEMBERS

INSULATION: 4-INCH FLAT STOCK

POLYISOCYANURATE

ROOF UNDERLAYMENT: HIGH

TEMPERATURE ICE AND WATERSHIELD

NEW METAL ROOF PANELS

VAPOR BARRIER - 10 MIL.

POLYETHYLENE

PLYWOOD ROOF BOARD W/ ADHERED

POLYISOCYANURATE INSULATION -

1-1/2" OVERALL THICKNESS -

MECHANICALLY FASTENED

EXISTING PEMB STRUCTURE

REMOVE EXISTING ROOF DECK FOR

INSTALLATION OF NEW STRUCTURAL

ELEMENTS

EXISTING FIRE SPRAY

EXISTING ROOF PURLINS

CENTER PIPE IN MIDDLE OF PANEL

DYNA-FLASH HIGH TEMPERATURE PIPE

FLASHING OR PIPE FLASHING AS REQUIRED BY

PANEL MANUFACTURER - SET IN BEAD OF NON

CURING SEALANT (COLOR TO MATCH METAL

ROOF PANELS)

SECURE PIPE FLASHING 1" O.C. USING #12, HEX

HEAD, THREADED FASTENERS W/ EPDM

WASHERS

TRIM PIPE FLASHING RING SHORT AND STRETCH

AROUND PIPE TO FORM TIGHT SEAL TO PIPE -

SET TOP FLANGE IN NON CURING SEALANT

1.

NOTE(S):

SEAL AROUND PIPE USING HIGH TEMPERATURE URETHANE

SEALANT PRIOR TO INSTALLING BOOT FLASHING.

METAL ROOF PANEL RIBS BEYOND

SEAL TEMPORARY ROOF/VAPOR RETARDER

TO PIPE

CL

EXISTING STRUCTURE BEYOND

WOOD SUPPORTS, SEE

STRUCTURAL DRAWINGS

3/4" PLYWOOD

AIR/WEATHER BARRIER

STRIP IN EDGE METAL W/

ICE AND WATERSHIELD

FOAM CLOSURES AT

BOTH PANELS, MATCH

COLOR OF METAL ROOF

PANELS

METAL FLASHING

REVISIONS

11/21/2023 11:45:22 AM

BUILDING 92 ROOF

PLAN

A110

NOVEMBER 21, 2023

© 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"A110

1 BLDG 92 - ROOF PLAN

1 ENTRANCE CANOPY SEE STRUCTURAL FOR

ADDITIONAL INFORMATION AND FRAMING DETAILS

2 ROOF PANELS PER ASSEMBLY DETAILS. SEE

ELEVATIONS FOR COLOR BASIS OF DESIGN

1 1/2" = 1'-0"A110

3 NEW ROOF ASSEMBLY

1 1/2" = 1'-0"A110

2 EXISTING ROOF DEMOLITION

1 1/2" = 1'-0"A110

4 VENT THROUGH METAL ROOF BOOT FLASHING

3" = 1'-0"A110

5 CANOPY ROOF

210 210 210 10.50

NORTH REF

garyg Text Box

JANUARY 18,2024

garyg

6 1

A301

3 245

A301

BLDG 92 - F.F.

100'-3"

A601

A601

A302

A302

5 TYPTYP4

A301

XZ

A301

Y

BLDG 92 - F.F.

100'-3"

0'-2" / 1'-0"0'-2" / 1'-0"

0'-3" / 1'-0"

X Z

A301

Y

BLDG 92 - F.F.

100'-3"

2 1

0'-3" / 1'-0"

0'-2" / 1'-0"0'-2" / 1'-0"

A601

A601

A301

32 4 5

A301

BLDG 92 - F.F.

100'-3"

A601

A601

A301

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

METAL WALL PANEL - COLOR BASIS OF

DESIGN: ALMOND BY PAC-CLAD OR

SIMILIAR

MATERIALS LEGEND

METAL ROOF PANELS - COLOR BASIS OF

DESIGN: HARTFORD GREEN BY PAC-CLAD

OR SIMILAR

METAL TRIM - COLOR BASIS OF DESIGN:

HARTFORD GREEN BY PAC-CLAD OR

SIMILAR

REVISIONS

11/21/2023 11:45:34 AM

BUILDING 92

EXTERIOR

ELEVATIONS

A201

NOVEMBER 21, 2023

© 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"A201

1 BLDG 92 - NORTH ELEVATION

3/16" = 1'-0"A201

2 BLDG 92 - EAST ELEVATION

3/16" = 1'-0"A201

4 BLDG 92 - WEST ELEVATION

3/16" = 1'-0"A201

3 BLDG 92 - SOUTH ELEVATION

# KEYNOTES

1 NEW CANOPY STRUCTURE. SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION AND

ATTACHMENT DETAILS.

2 EXTERIOR LIGHT SHOWN FOR COORDINATION

ONLY. CENTER LIGHTS ABOVE NEW DOORS. SEE

ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

3 COOLING SYSTEM OUTDOOR UNIT SHOWN FOR

COORDINATION ONLY. SEE MECHANICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

4 AIR HANDLING UNIT SHOWN FOR COORDINATION

ONLY. SEE MECHANICAL DRAWINGS FOR

ADDITIONAL INFORMATION.

5 EXISTING WINDOW TO REMAIN. PROTECT IN

PLACE DURING CONSTRUCTION. REMOVE

EXISTING TRIM TO ALLOW INSTALLATION OF NEW

EXTERIOR FINISHES. SEE A601 FOR FLASHING

DETAILS.

6 TRIM TO MATCH COLOR OF ROOF

garyg Text Box

JANUARY 18,2024

garyg

X

BLDG 92 - F.F.

100'-3"

A302

A302

SIM

SIM

61 32 4 5

A301

BLDG 92 - F.F.

100'-3"

WORKROOM

WORKROOM

WORKROOM

CHEM

LAB

E E E D E

B

A301

A601

A901

STOR.

106B

CORRIDOR

A302

A

A301

X ZY

A301

A301

BLDG 92 - F.F.

100'-3"

WORKROOM

C

D

A301

A110

X

BLDG 92 - F.F.

100'-3"

A110

A302

A302

3 SIM

SIM

B

EXISTING HEADER TO BE WALL

TYPE TRANSITION POINT

Z

BLDG 92 - F.F.

100'-3"

A601

A302

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

X

BLDG 92 - F.F.

100'-3"

A601

A601

A

A302

REVISIONS

11/21/2023 11:45:42 AM

BUILDING 92 BUILDING

SECTIONS AND

SECTION DETAILS

A301

NOVEMBER 21, 2023

© 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

1/2" = 1'-0"A301

3 BLDG 92 - WALL SECTION 01

3/16" = 1'-0"A301

1 BLDG 92 LONGITUDINAL SECTION

3/16" = 1'-0"A301

2 BLDG 92 - CROSS SECTION

420 1/2" = 1'-0"A301

5 BLDG 92 - WALL SECTION 02

1/2" = 1'-0"A301

6 BLDG 92 - WALL SECTION 03

420 420

1 NEW CONCRETE SLAB, SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION.

2 MECHANICAL CEILING SOFFIT, PAINT GYPSUM

SIDE OF SOFFIT EXPOSED TO ROOM WITH PT-1,

TYPICAL.

3 NEW CANOPY STRUCTURE. SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION AND

ATTACHMENT DETAILS.

1/2" = 1'-0"A301

4 BLDG 92 - WALL SECTION 1

garyg Text Box

JANUARY 18,2024

garyg

LAP ICE AND WATER SHIELD

ONTO AIR & MOISTURE BARRIER

AND SEAL AIR TIGHT

2X4 BLOCKING AND PLYWOOD

AS REQ'D TO MATCH HEIGHT OF

ROOF AND WIDTH OF WALL

INSULATION - SECURE W/

THREADED FASTENERS

PREFINISHED, 24 GA. GALV.

STL. EDGE METAL - SECURE

W/ THREADED FASTENERS W/

22 GA. GALV. STL. CLEAT

SEAL INTERIOR VAPOR

BARRIER AIR TIGHT AT TOP

OF STUD WALL

FOAM CLOSURES AT BOTH PANELS

METAL ROOF PANEL

EXISTING PEMB STRUCTURE PER

PLANS

2 1/2"

EXISTING ROOF STRUCTURAL

MEMBER TO REMAIN

STRIP IN EDGE METAL W/

ICE AND WATER SHIELD

A302

ADDITIONAL Z AT BASE

FOR ATTACHMENT

APRON FLASHING - PREFINISHED,

24 GA. GALV. STL.

CLOSURE FLASHING - 24 GA. GALV.

STL. - SECURE TO BLOCKING AND

ROOF DECK BELOW

EXTEND ICE AND WATER SHIELD

UP FACE OF CLOSURE

FLASHING TO ROOF ABOVE

INFILL BETWEEN STUDS W/

FLAT STOCK INSULATION

SIDING CLOSURE FLASHING -

PREFINISHED, 24 GA. GALV. STL.

SOFFIT PANEL

EXISTING PEMB STRUCTURE

PER

PLANS

2 1/2"

EXISTING ROOF STRUCTURAL

MEMBER TO REMAIN

METAL ROOF PANEL

FOAM CLOSURES AT BOTH

PANELS

PREFINISHED, 24 GA. GALV. STL.

EDGE METAL - SECURE W/

THREADED FASTENERS W/ 22 GA.

GALV. STL. CLEAT

STRIP IN EDGE METAL W/

ICE AND WATER SHIELD

DRIP EDGE

CONT. FLASHING

AIR/WATER BARRIER TO

OVERLAP FLASHING

6"

EXISTING BUILDING FRAMING PER

PLANS

CL

PER

PLANS

BACKER ROD AND SEALANT

BOTH SIDES

PIPE FLASHING

SEALANT

BACKER ROD AND SEALANT

BOTH SIDES

PIPE FLASHING

SEALANT

AIR/WATER BARRIER

AIR/WATER BARRIER

PROVIDE SEALANT WHERE

PIPE PENETRATION MEETS

INTERIOR GYPSUM BOARD

PER

PLANS

CONT. FLASHING

DRIP EDGE

BACKER ROD AND SEALANT

CONT. FLASHING

BACKER ROD AND SEALANT

AIR/WATER BARRIER

AIR/WATER BARRIER

PROVIDE SEALANT WHERE

MECHANICAL DUCT MEETS

INTERIOR GYPSUM BOARD

LAP ICE AND WATER SHIELD

ONTO AIR & MOISTURE BARRIER

AND SEAL AIR TIGHT

2X4 BLOCKING AND PLYWOOD

AS REQ'D TO MATCH HEIGHT OF

ROOF AND WIDTH OF WALL

INSULATION - SECURE W/

THREADED FASTENERS

PREFINISHED, 24 GA. GALV.

STL. EDGE METAL - SECURE

W/ THREADED FASTENERS W/

22 GA. GALV. STL. CLEAT

STRIP IN EDGE METAL W/

ICE AND WATER SHIELD

FOAM CLOSURES AT BOTH PANELS

METAL ROOF PANEL

NEW ROOF STRUCTURE TO

SUPPORT END OF ROOF. SEE

STRUCTURAL FOR

ADDITIONAL INFORMATION

EXISTING WALL FRAMING TO

REMAIN WHERE SHOWN IN

ASSEMBLY SCHEDULE

EXISTING PEMB ENDWALL STRUCTURE

2 1/2"

FOAM CLOSURES AT BOTH

PANELS

REVISIONS

11/21/2023 11:45:48 AM

BUILDING 92 DETAILS

A302

NOVEMBER 21, 2023

© 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" = 1'-0"A302

1 ROOF EDGE

10.50 3" = 1'-0"A302

2 ROOF EDGE AT ENTRY

10.50

3" = 1'-0"A302

3 BOTTOM OF WALL

10.50 3" = 1'-0"A302

5 BLDG 92 - WALL PENETRATION DETAIL AT PIPE

10.50 3" = 1'-0"A302

6 BLDG 92 - WALL PENETRATION DETAIL AT DUCT

10.50

3" = 1'-0"A302

4 ROOF EDGE AT END

10.50 garyg Text Box

JANUARY 18,2024

garyg

T

PT1

RB2

SC

RB2

PT1

FRP

PT1

FRP

RB2

Tectonic Copyright 2007

PT1

FRP

RB2

PT1

FRP

RB2

PT1

LAM

SS1

LAM

RB1

RB2

PT1

MTL1

MTL2

FRP

PT1

LAM

RB1 RB2

SS1

FRP

PT1

LAM

PT2

LAM

SS1

FRP

RB1

RB2

FRP

PT1

A.

B.

C.

D.

E.

F.

G.

H.

FIELD VERIFY ALL CONDITIONS PRIOR TO FABRICATION

OF ALL CASEWORK AND COUNTERTOPS

COORDINATE MECHANICAL, ELECTRICAL, AND

PLUMBING NEEDS FOR EQUIPMENT WITH EQUIPMENT

PLAN AND DRAWINGS FROM COORDINATING

DISCIPLINE.

FOR ALL CASEWORK DETAILS, REFER TO A.W.I.

STANDARDS AND REFERENCES.

ALIGN ENDS OF UPPER CASEWORK WITH LOWER.

PROVIDE 1" FILLER PANEL AT HINGE SIDE OF

CASEWORK WHERE ADJACENT TO WALL.

PROVIDE FINISH END PANEL AT ALL LOCATIONS

WHERE CABINET END IS EXPOSED TO ROOM OR TO

OPEN KNEE SPACE.

PROVIDE BLOCKING IN WALLS AS NEEDED FOR ALL

WALL MOUNTED EQUIPMENT, CASEWORK, AND

HARDWARE.

PROVIDE 4" TOE KICK AT ALL LOWER CASEWORK.

GENERAL NOTES

* INDICATES DEPTH OF BASE CABINET

- COUNTERTOPS OVERHANG 3/4" ON FRONT/ SIDES

** INDICATES APPROXIMATE HEIGHT OF CABINET

W

DH

#L

LOCK

HEIGHT**

MODIFICATION NOTE

CABINET NUMBER

DEPTH*

WIDTH

CASEWORK LEGEND

A401

9 7

TOILET

D

D

D

1'-6"1'-6" SD

TPD

GB 42"

GB 32"

GB 18"

PTD

A

TPD

GB 42"

GB 18"

GB 32"

SD M

1'-6"

2434.5

2434.5

2434.5

2434.5

Q100

2' -6

1'

-2

4" 3'

-0

3'-1"

3034.5

3034.5

3034.5

4" 3'

-0

Q

5'-9 3/4"

3034.5

3034.5

Q08

Q 04 Q

Q06

4" 3'

-0

3'-7"

3034.5

3034.5

3034.5

3034.5

3034.5

3034.5

Q03

2' -6

2'

-0

3' -0

Q07

Q02

Q01

4"

DIM# MOUNTING HEIGHTFIXTURE

GRAB BAR

URINAL

TOILET (ADA)

URINAL (ADA)

SINK (ADA)

TOILET

TOILET (ADA)

GRAB BAR (ADA)

TOILET PAPER HOLDER

GRAB BAR

GRAB BAR

GRAB BAR

MIRROR

TOILET PAPER HOLDER

TOILET PAPER HOLDER

SINK (ADA)

SINK (ADA)

A B C C D E F G G H J K L M N O P

18" VERTICAL GRAB BAR

18" VERTICAL GRAB BAR

Q R

6" TO CENTER FROM ADJACENT WALL

18" TO CENTER FROM ADJACENT WALL

24" TO RIM ABOVE FINISH FLOOR

17" TO RIM ABOVE FINISH FLOOR

34" MAX TO SINK RIM ABOVE FINISH FLOOR

9" HIGH X 6" DEEP TOE CLEARANCE

27" MIN X 8" DEEP KNEE CLEARANCE

14" TO TOP OF SEAT

17" - 19" TOP OF SEAT

12" TO CENTER FROM ADJACENT WALL

7" - 9" TO CENTERLINE FROM TOILET

33" - 36" TO TOP A.F.F.

36" OUTSIDE TO OUTSIDE

42" OUTSIDE TO OUTSIDE

40" MAX TO BOT OF MIRROR SURFACE

19" MIN. TO CENTER ABOVE FINISH FLOOR

1 1/2" MIN. FROM BOTTOM OF GRAB BAR

39" - 41" FROM WALL

39" - 41" FROM FLOOR

A

B L

N C

DF

EE

F

M Q

H J

P

G O

K R

Q

Q

Q

5' -0

PTD PAPER TOWEL DISPENSER

SD SOAP DISPENSER

M MIRROR

GB 18" VERTICAL GRAB BAR 18"

GB 32" GRAB BAR 32"

GB 42" GRAB BAR 42"

TPD TOILET PAPER HOLDER

ACCESSORY LEGEND

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

11/21/2023 11:45:55 AM

BUILDING 92

ENLARGED FLOOR

PLANS AND INTERIOR

ELEVATIONS

A401

NOVEMBER 21, 2023

© 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

3/8" = 1'-0"A401

6 BLDG 92 - TOILET ENLARGED FLOOR PLAN

3/8" = 1'-0"A401

7 BLDG 66 - TOILET EAST

3/8" = 1'-0"A401

8 BLDG 66 - TOILET SOUTH

3/8" = 1'-0"A401

9 BLDG 66 - TOILET WEST

3/8" = 1'-0"A401

10 BLDG 66 - RR NORTH

3/8" = 1'-0"A401

3 BREAK ROOM INTERIOR ELEVATION

3/8" = 1'-0"A401 4 103A

3/8" = 1'-0"A401 1 102A

3/8" = 1'-0"A401 2 102B

420 420 420 420

420 420

3/8" = 1'-0"A401 5 103B

1 SINK TO BE BROUGHT OVER FROM PREVIOUS

LOCATION IN BUILDING 66. CONTRACTOR TO

COORDINATE INSTALLATION WITH GOVERNMENT. SEE

PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

2 FAUCET TO BE BROUGHT OVER FROM PREVIOUS

LOCATION IN BUILDING 66. CONTRACTOR TO

COORDINATE INSTALLATION WITH GOVERNMENT. SEE

PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

3 SECONDARY FAUCET. SEE PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION.

4 COFFEE MAKER GOVERNMENT PROVIDED AND

INSTALLED, COORDINATE WITH ELECTRICAL FOR

POWER REQUIREMENTS

5 MICROWAVE GOVERNMENT PROVIDED AND

INSTALLED, COORDINATE WITH ELECTRICAL FOR

POWER REQUIREMENTS

6 CORNER GUARD

7 TABLE TO BE PROVIDED AND INSTALLED BY

GOVERNMENT, SHOWN HERE FOR EQUIPMENT

LOCATION PLANNING ONLY

garyg Text Box

JANUARY 18,2024

garyg

LAM

RB1

SS1

PT1

LAMPT1

FRP

RB1

SS1

LAM

SS1

LAM

SS1

PT1

SS1

RB1

FRP

PT1

SS1

PT1

LAM

RB1

FRP

RB1

SS1

PT1

RB1

LAM

SS1

FRP

RB1

SS1

PT1

LAM

LAM

FRP

PT1

SS1

PT1

LAM

RB1

FRP

LAM

RB1

PT1

RB1

FRP

SS1

2' -0

6"

3034.5

3034.5

3034.5

3034.5

3034.5

3034.5

3034.5

3034.5

Q31

Q20

Q22

Q21 Q29 Q32 Q30

Q25

Q24

TYP

2'-7"

10'-0" 3/4"

2'-2"+/-2'-2"+/-

3/4"

2728.5

2728.5

2728.5

OPEN OPEN

OPEN TO BEYOND

2' -2

10'-0" 3/4"

2'-2"+/- 2'-2"+/-

3/4"

2728.5

2728.5

2728.5

OPEN OPEN

OPEN TO BEYOND

3034.5

Q34Q23 Q33Q26 Q28Q38 Q39

3034.5

2434.5

2434.5

3034.5

6'-5"

2' -0

2'

-6

3034.5

3034.5

3034.5

3034.5

3034.5

1330 Q

Q

Q57

Q

Q58

Q

Q

Q52Q53

3034.5

3034.5

3034.5

3034.5

Q74

Q67Q68Q69

3034.5

3034.5

3034.5

3034.5

3034.5

3034.5

1 Q

Q83

Q

Q

1' -6

2'

-6

3034.5

3034.5

3034.5

1330 Q

Q84

3'-2"

A.

B.

C.

D.

E.

F.

G.

H.

FIELD VERIFY ALL CONDITIONS PRIOR TO FABRICATION

OF ALL CASEWORK AND COUNTERTOPS

COORDINATE MECHANICAL, ELECTRICAL, AND

PLUMBING NEEDS FOR EQUIPMENT WITH EQUIPMENT

PLAN AND DRAWINGS FROM COORDINATING

DISCIPLINE.

FOR ALL CASEWORK DETAILS, REFER TO A.W.I.

STANDARDS AND REFERENCES.

ALIGN ENDS OF UPPER CASEWORK WITH LOWER.

PROVIDE 1" FILLER PANEL AT HINGE SIDE OF

CASEWORK WHERE ADJACENT TO WALL.

PROVIDE FINISH END PANEL AT ALL LOCATIONS

WHERE CABINET END IS EXPOSED TO ROOM OR TO

OPEN KNEE SPACE.

PROVIDE BLOCKING IN WALLS AS NEEDED FOR ALL

WALL MOUNTED EQUIPMENT, CASEWORK, AND

HARDWARE.

PROVIDE 4" TOE KICK AT ALL LOWER CASEWORK.

GENERAL NOTES

* INDICATES DEPTH OF BASE CABINET

- COUNTERTOPS OVERHANG 3/4" ON FRONT/ SIDES

** INDICATES APPROXIMATE HEIGHT OF CABINET

W

DH

#L

LOCK

HEIGHT**

MODIFICATION NOTE

CABINET NUMBER

DEPTH*

WIDTH

CASEWORK LEGEND

Q31

4'-8"

REVISIONS

11/21/2023 11:46:07 AM

BUILDING 92 INTERIOR

ELEVATIONS

A402

NOVEMBER 21, 2023

© 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

3/8" = 1'-0"A402

3 LAB 104

3/8" = 1'-0"A402

8 LAB 104/105 WORKSTATIONS

3/8" = 1'-0"A402

7 LAB 104/105 WORK STATIONS

3/8" = 1'-0"A402

4 LAB 104

3/8" = 1'-0"A402

5 LAB 105

3/8" = 1'-0"A402

6 LAB 105

3/8" = 1'-0"A402

1 CHEM LAB 106

3/8" = 1'-0"A402

2 CHEM LAB 106

# KEYNOTES

3/8" = 1'-0"A402

9 LAB 104/105 SINGLE WORK STATION

1 EMERGENCY EYE WASH AND SHOWER. SEE PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION.

2 WORKSPACE TO HAVE GROMMET AT CORNER OF THE

COUNTER SURFACE FOR CORDS, LOCATE AT OPEN

KNEE SPACE. SEE INTERIOR ELEVATIONS FOR

ADDITIONAL INFORMATION.

3 BACKSPLASH AT SEATED WORKSPACE TO BE EVEN

WITH HEIGHT OF BACKSPLASH/SIDESPLASH OF

ADJACENT STANDING HEIGHT COUNTERS

4 WORKSPACE TO BE SUPPORTED BY WALL MOUNTED

BRACKETS PLACED AT MAXIMUM 3'-0" ON CENTER.

PROVIDE BLOCKING IN WALL AT ALL LOCATIONS OF

BRACKETS.

15 POWER POLES CENTERED AT EACH END OF

WORKBENCH

garyg Text Box

JANUARY 18,2024

garyg

PT1

RB1

SC

PT1

RB1

SC

PT1

RB1

SC

PT1

RB2

SC

PT1

RB2

SC

PT1

RB1

SC

PT1

RB1

SC

PT1

RB2

SC

PT1

RB1

SC

PT1

RB2

SC

PT1

RB1

SC

PT

PT5 PT6PT4PT3

PT

PT

SS1 SS1

SS1

SS1

MTL1

SS1

XX###

XX###

XX###

A.

B.

C.

D.

E.

F.

WALL BOARD UP TO 4' ON WALLS IN TOILET ROOM,

AND LABS/WORKROOMS WHERE ADJACENT TO

CASEWORK OR WHERE OTHERWISE SHOWN

INTERIOR ELEVATIONS.

EXCLUDE FRP AT WALLS WHICH ARE SHOWN IN

PLAN TO BE AN AREA OF ACCENT PAINT.

ELECTRICAL AND MECHANICAL NOT SHOWN FOR

CLARITY.

EQUIPMENT NOT SHOWN FOR CLARITY

SUBMIT PAINT SAMPLES TO GOVERNMENT FOR

APPROVAL PRIOR TO ORDERING/BEGINNING

PAINTING.

MATERIAL DESCRIPTIONS NOTED IN MATERIAL LIST

ARE PROVIDED TO ILLUSTRATE DESIGN INTENT AND

ARE NOT INTENDED TO LIMIT THE SELECTION OF AN

EQUAL COLOR/PATTERN BY ANOTHER

MANUFACTURER FOR ANY MATERIAL LISTED.

GENERAL NOTES

WORKROOM

WORKROOM

WORKROOM

CHEM

LAB

STOR.

106B

MECH/

JAN

TOILET

ELEC

1105'

-4

"CORRIDOR

BREAK

WORKROOM

1 1

LOCATION AND TYPE OF CORNER GUARDS#

FINISH PLAN LEGEND

ROOM NAME AND NUMBER

NAME

FINISH TAGS DISPLAYED IN GROUPING ON FINISH

PLAN REPRESENT MAJORITY ROOM FINISH

SELECTIONS. ORDER OF GROUPING DEFINED IN

EXAMPLE BELOW:

MAJORITY WALL FINISH

MAJORITY BASE FINISH

MAJORITY FLOOR FINISH

KEYNOTES

REVISIONS

11/21/2023 11:46:09 AM

BUILDING 92 FINISH

PLANS, SCHEDULE

AND DETAILS

A501

NOVEMBER 21, 2023

© 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 | ROBERTS

MATERIALS LIST

ITEM

NO PRODUCT TYPE MANUFACTURER DESCRIPTION COLOR SIZE NOTES

FRP FIBERGLASS REINFORCED WALL PANEL GLASLINER .090" TEXTURED PANELS WITH STAINLESS STEEL TRIM AT TOP "LIGHT GRAY" PER INT.

ELEVATIONS

OR SIM. BY OTHER MANUFACTURER

LAM LAMINATE WILSONART VERTICAL ORIENTATION "BLEACHED WALNUT" - OR SIM. BY OTHER MANUFACTURER MTL1 STAINLESS STEEL COUNTERTOP - COUNTERTOP TO HAVE INTEGRAL 4" BACKSPLASH, STAINLESS

STEEL WITH BRUSHED FINISH

- PER

DRAWINGS

MTL2 STAINLESS STEEL CASEWORK - STAINLESS STEEL WITH BRUSHED FINISH, HANDLES TO BE

STANDARD FLUSH EXTRUDED PULLS

- PER

DRAWINGS

PT1 PAINT SHERWIN WILLIAMS "SNOWBOUND" SW 7004 WHITE - OR SIM. BY OTHER MANUFACTURER PT2 ACCENT PAINT SHERWIN WILLIAMS "INDIGO BATIK" SW 7602 NAVY - OR SIM. BY OTHER MANUFACTURER PT3 ACCENT PAINT SHERWIN WILLIAMS "ALEUTIAN" SW 6241 BLUE - OR SIM. BY OTHER MANUFACTURER PT4 ACCENT PAINT SHERWIN WILLIAMS "LEMON VERBENA" SW 7726 GREEN - OR SIM. BY OTHER MANUFACTURER PT5 ACCENT PAINT SHERWIN WILLIAMS "HARVESTER" SW 6373 YELLOW - OR SIM. BY OTHER MANUFACTURER PT6 ACCENT PAINT SHERWIN WILLIAMS "BAKED CLAY" SW 6340 ORANGE - OR SIM. BY OTHER MANUFACTURER PT7 ACCENT PAINT SHERWIN WILLIAMS "FORESTWOOD" SW 7730 DARK GREEN - OR SIM. BY OTHER MANUFACTURER RB1 RUBBER BASE JOHNSONITE PERCEPTION SERIES BASE "GREAY HAZE 4" OR SIM. BY OTHER MANUFACTURER RB2 RUBBER BASE JOHNSONITE COVE BASE "WINDSOR BLUE" 4" OR SIM. BY OTHER MANUFACTURER

SC SEALED CONCRETE - SEAL ALL EXPOSED CONCRETE - - -

SS1 SOLID SURFACE COUNTERTOP WILSONART BACKSPLASH TO MATCH "PEACE GREY" PER

DRAWINGS

OR SIM. BY OTHER MANUFACTURER

3/16" = 1'-0"A501

1 BLDG 92 - FIRST FLOOR FINISH PLAN

1 PROVIDE CORNER GUARD, TYPICAL.

NORTH REF

garyg Text Box

JANUARY 18,2024

garyg

A.

B.

C.

D.

E.

F.

G.

a.

FIELD VERIFY ALL EXISTING CONDITIONS.

COORDINATE ALL KEYING WITH GOVERNMENT.

PROVIDE MASTERS AS WELL AS REQUIRED SUBKEYS.

COLOR OF EXTERIOR METAL DOORS TO MATCH

EXTERIOR OF BUILDING ON EXTERIOR SIDE AND TO

MATCH TYPICAL RUBBER BASE (RB-1) ON INTERIOR

SIDE.

COLOR OF INTERIOR METAL DOORS TO MATCH COLOR

OF TYPICAL RUBBER BASE (RB-1).

ALL HARDWARE TO BE STAIN CHROME FINISH OR SIM.

COORDINATED ANY ELECTRIFIED HARDWARE/CARD

READERS WITH GOVERNMENT'S EXISTING SYSTEM

EACH SWINGING DOOR LEAF TO HAVE (3) HINGES

3.5"x3.5" PLAIN BEARING 1/4" RADIUS CORNER

MORTISE HINGES

GENERAL NOTES

HARDWARE GROUPS

HM HOLLOW METAL

IHM INSULATED HOLLOW METAL

FF FACTORY FINISH (SEE MATERIALS SCHEDULE)

PT PAINT

S CLEAR SAFETY GLAZING

(E) EXISTING

DOOR SCHEDULE ABBREVIATIONS

A.

1.

2.

3.

4.

B.

1.

2.

3.

4.

5.

6.

7.

C.

1.

2.

3.

D.

1.

2.

3.

E.

1.

2.

F.

1.

2.

3.

G.

1.

2.

3.

4.

ENTRY/EXIT (SINGLE DOOR)

PASSAGE/PANIC LEVER/HARDWARE

CLOSER

SURFACE MOUNTED, ADJUSTABLE CLOSER

THRESHOLD/WEATHERSTRIPPING

PROVIDE ELECTRICAL STRIKE AT EXTERIOR DOORS

FOR CARD READER/ACCESS CONTROL

ENTRY/EXIT (DOUBLE DOOR)

PASSAGE/PANIC LEVER

MOUNTED ON ACTIVE LEAF

PASSAGE LEVER

MOUNTED ON INACTIVE LEAF

CLOSER

MOUNTED ON ACTIVE LEAF

THRESHOLD/WEATHERSTRIPPING

PROVIDE ELECTRICAL STRIKE AT EXTERIOR DOORS

FOR CARD READER/ACCESS CONTROL

PROVIDE ASTRAGAL TO MATCH DOOR,

MOUNT TO INACTIVE LEAF

FLUSH BOLT AT BOTTOM OF INACTIVE DOOR LEAF

EMERGENCY EXIT DOOR

PANIC HARDWARE/LEVER

STOREROOM LOCKSET ON EXTERIOR

CLOSER

THRESHOLD/WEATHERSTRIPPING

WORKROOMS/LABS

CLASSROOM LEVER

KICKPLATE ON BOTH SIDES

DOOR STOP

FLOOR MOUNTED, INSTALL DOOR STOP TO

PREVENT DOOR OPENING INTO ADJACENT

CASEWORK

BREAKROOM

PASSAGE LEVER

DOOR STOP

WALL MOUNTED

JANITOR, STORAGE, ELECTRICAL

STOREROOM LEVER

KICKPLATE ON BOTH SIDES

DOOR STOP/HOLD OPEN

WALL MOUNTED

SINGLE OCCUPANT TOILET

PASSAGE LEVER

DEADBOLT WITH PRIVACY INDICATOR

CLOSER

DOOR STOP

WALL MOUNTED

2" 2"

2"

AS SCHED.

AS

S

C H

ED

U

LE

D

EXTERIOR

INTERIOR

PER

PLANS

PROVIDE METAL FRAMING AS

BACKING FOR GYPSUM BOARD

AS NECESSARY

DOOR AND FRAME AS SCHEDULED

METAL TRIM INSTALLED PER

SIDING MANUFACTURERS

RECOMMENDATION

SEALANT, BOTH SIDES

EXTEND AIR/WATER BARRIER INTO

OPENING AND LAP OVER VAPOR

BARRIER

PROVIDE JAMB FRAMING AS NECESSARY

TO ACCOMMODATE DOOR PER

SCHEDULE, SOME FRAMING MAY BE

EXISTING

LAP AIR/WATER BARRIER OVER FLASHING

AS

S

C H

ED

U

LE

D

AS SCHED.

HL

AS

S

C H

ED

U

LE

D

AS SCHED.

VL

2' -0

6"6"

S

D

AS SCHED. AS SCHED.

AS

S

C H

ED

AS

S

C H

ED

U

LE

D

AS SCHED.

F

2' -6

6"6"

S

SEALANT ON BOTH SIDES, INCLUDE

BACKER ROD AS NECESSARY TO

SEAL JOINT

DOOR AND FRAME AS SCHEDULED

LAP AIR/WATER BARRIER

OVER FLASHING

EXTERIORINTERIOR

PER

PLANS

EXTEND AIR/WATER BARRIER INTO

OPENING AND LAP OVER VAPOR

BARRIER

REFRAME HEADER PER STRUCTURAL

WHERE REQUIRED TO ACCOMMODATE

DOORS NEW HEAD HEIGHT

PROVIDE JAMB FRAMING AS NECESSARY

TO ACCOMMODATE DOOR PER

SCHEDULE, SOME FRAMING MAY BE

EXISTING

KICK PLATE, WHERE

NOTED WITH 'X' IN

SCHEDULE. PLACE

ON BOTH INTERIOR

SIDES OF DOOR

WHERE APPLICABLE.

4' -0

10" 1'-2"

DOOR SIGNAGE WHERE

NOTED IN SCHEDULE TO

INCLUDE 'NUMBER' AND 'ROOM

NAME'. COLOR OF SIGNAGE TO

BE COORDINATED WITH

CONTRACTING OFFICER.

'&' DESIGNATED THAT ROOM

NUMBER IS TO BE REPLACED

WITH UNISEX TOILET SYMBOL.

INCLUDE BRAILLE VERSION

UNDER EACH ROOM NUMBER

AND NAME

ROOM NAME

2"

4"4"

MOUNT HARDWARE

AT 36" AFF, TYP

SEALANT ON BOTH SIDES, INCLUDE

BACKER ROD AS NECESSARY TO

SEAL JOINT

EXISTING WINDOW TO REMAIN IN

ORGINAL LOCATION. REMOVE AND

REINSTALL AS NECESSARY TO

COMPLETE WORK.

LAP AIR/WATER BARRIER

OVER FLASHING

PER

PLANS

INTERIOR

EXISTING FRAMING AT WALL AND

HEADER TO REMAIN.

METAL PANEL TO REMAIN WHERE EXISTING

REPLACE ANY DAMAGED GYPSUM

BOARD AT HEAD/SILL/JAMB

LAP VAPOR BARRIER INTO

WINDOW OPENING

AREA OF EXISTING PEMB SYSTEM

SEALANT ON BOTH SIDES, INCLUDE

BACKER ROD AS NECESSARY TO

SEAL JOINT

LAP AIR/WATER BARRIER

OVER FLASHING

INTERIOR

PER

PLANS

METAL FLASHING

EXISTING WINDOW TO REMAIN IN

ORGINAL LOCATION. REMOVE AND

REINSTALL AS NECESSARY TO

COMPLETE WORK.

EXISTING FRAMING AT WALL AND

HEADER TO REMAIN.

REPLACE ANY DAMAGED GYPSUM

BOARD AT HEAD/SILL/JAMB

LAP VAPOR BARRIER INTO

WINDOW OPENING

AREA OF EXISTING PEMB SYSTEM

REVISIONS

11/21/2023 11:46:13 AM

BUILDING 92

DOOR/WINDOW

SCHEDULES AND

DETAILS

A601

NOVEMBER 21, 2023

© 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

DOOR, FRAME AND HARDWARE SCHEDULE

DOOR

NUMBER

ROOM

NUMBER ROOM NAME

DOOR FRAME

FIRE

RATING

HARDWA

RE

GROUP

SIGNAGE

WORDING NOTES

TYPE MTL

SIZE

FINISH GLAZE TYPE MTL FINSH

W H T

101-1 101 CORRIDOR F IHM 6'-0" 7'-0" 1 3/4" FF - 1 IHM FF - B EXIT

101-2 101 CORRIDOR HL IHM 3'-0" 7'-0" 1 3/4" FF S 1 IHM FF - A EXIT

102 102 WORKROOM VL HM 3'-6" 7'-0" 1 3/4" FF S 1 HM FF - D 1, WORKROOM

103 103 WORKROOM (E) (E) 3'-0" 7'-0" 1 3/4" PT S (E) (E) PT - A -

104 104 WORKROOM VL HM 3'-6" 7'-0" 1 3/4" FF S 1 HM FF - D 2, WORKROOM

105 105 WORKROOM VL HM 3'-6" 7'-0" 1 3/4" FF S 1 HM FF - D 3, WORKROOM

106 106 CHEM LAB VL HM 3'-6" 7'-0" 1 3/4" FF S 1 HM FF - D 4, CHEM LAB

106B 106B STOR. F HM 3'-0" 7'-0" 1 3/4" FF - 1 HM FF - F -

107 107 MECH/ JAN F HM 3'-0" 7'-0" 1 3/4" FF - 1 HM FF - F -

108 108 BREAK F HM 3'-0" 7'-0" 1 3/4" FF - 1 HM FF - E -

109 109 TOILET F HM 3'-0" 7'-0" 1 3/4" FF - 1 HM FF - G &, TOILET

110 110 ELEC F HM 3'-0" 7'-0" 1 3/4" FF - 1 HM FF - F -

1/4" = 1'-0"

FRAME TYPES

3" = 1'-0"A601

3 BLDG 92 - EXTERIOR DOOR JAMB DETAIL (TYP)

1/4" = 1'-0"

DOOR TYPES - BLDG 92

3" = 1'-0"A601

1 BLDG 92 - EXTERIOR DOOR HEAD (TYP)

1/4" = 1'-0"

DOOR ACCESSORIES

3" = 1'-0"A601

2 WINDOW HEAD AT EXISTING WINDOW - JAMB SIM

3" = 1'-0"A601

4 WINDOW SILL AT EXISTING WINDOW

garyg Text Box

JANUARY 18,2024

garyg

F

SEE REFLECTED

CEILING PLANS

SEE REFLECTED

CEILING PLANS

SEE REFLECTED

CEILING PLANS

SEE REFLECTED

CEILING PLANS

SEE REFLECTED

CEILING PLANS

KEYNOTES

A.

B.

C.

D.

E.

F.

PROVIDED CEILING HEIGHTS ARE FROM NEW FINISH

FLOOR HEIGHT (100'-3")

PROVIDE FINISHED EDGE TRIM AS SCHEDULED AT ALL

OPEN PERIMETER EDGES.

VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD. IF

MEASUREMENTS IN FIELD DEVIATE FROM THE

DIMENSIONS SHOWN WITH THESE DOCUMENT, NOTIFY

THE PROJECT ARCHITECT PRIOR TO CONTINUING

WORK.

COORDINATE WITH THE MECHANICAL AND ELECTRICAL

DRAWINGS FOR ADDITIONAL ITEMS TO BE PROVIDED

AT THE CEILING PLANE.

ALL LIGHT FIXTURES TO BE CENTERED IN THEIR

RESPECTIVE CEILING PANEL.

COORDINATE WITH THE MECHANICAL AND ELECTRICAL

DRAWINGS AND SPECIFICATIONS FOR THE LOCATION

AND PHYSICAL SIZES OF ALL CEILING GRILLS,

DIFFUSERS, FIXTURES, CANS, AND RELATED ITEMS.

GENERAL NOTES

X

Z

61 32 4 5

WORKROOM

WORKROOM

WORKROOM

CHEM

LAB

STOR.

106B

MECH/

JAN

TOILET

ELEC

CORRIDOR

ACT-1

9'-3"

ACT-1

9'-3"

ACT-1

9'-3"

ACT-1

9'-3"

PT-1

GYP

7'-6"

Y

PT-1

GYP

7'-0"

BREAK

ACT-1

9'-3"

ACT-1

7'-9"

PT-1

ACT-1

9'-0"

WORKROOM

102 2

A901

2'-10 3/4"

PT-1

GYP

7'-8"

PT-1

GYP

7'-8"

PT-1

GYP

7'-8"

PT-1

GYP

7'-8"

A901

7'-0" 7'-6"7'-6"

A901

A901

ACT-1

7'-9"

SIM

SIM

6"

6"

3-5/8 METAL STUDS TO

DECK/PEMB STRUCTURE.

SUPPORT ON BOTH ENDS

AT PERPENDICULAR WALLS

AND WITH DIAGONAL

BRACING IN ALTERNATE

DIRECTIONS AT 3'-0".

COORDINATE BRACING

WITH MECHANICAL

DIAGONAL BRACE TO DECK

A110

FINISH GYP TO MATCH

ADJACENT WALLS IN ROOM

6"

3-5/8 METAL STUDS.

SUPPORT ON BOTH ENDS

AT PERPENDICULAR

WALLS AND WITH

DIAGONAL BRACING IN

ALTERNATE DIRECTIONS

AT 3'-0". COORDINATE

BRACING WITH

MECHANICAL

SOFFIT TO BE FRAMED

WITH 3 -5/8" METAL STUDS

SHEAR WALLS ASSEMBLY

CONNECTIONS PER

STRUCTURAL DRAWINGS

DIAGONAL BRACE TO DECK

COORDINATION LOCATION OF

MECHANICAL DUCTS WITH

STRUCTURAL MEMBERS AND

CEILING FRAMING.

BLOCKING WHERE

REQUIRED TO SECURE

GYPSUM BOARD AND

CEILING TRACKS

EXISTING PEMB

STRUCTURE. CENTER

NEW METAL FRAMING

ON STRUCTURE. FIELD

VERIFY DIMENSIONS OF

STRUCTURE

SECURE TOP TRACK AT

EXISTING PEMB, SEE

STRUCTURAL DRAWINGS

CEILING PER REFLECTED

CEILING PLAN

E

SEE STRUCTURAL

DRAWINGS FOR

ADDITIONAL

INFORMATION ON SHEAR

WALLS.

3"

GYPSUM TO RUN PAST

STRUCTURE WHERE

REQUIRED TO ENSURE IT

EXTENDS ABOVE CEILING

CEILING MATERIAL

CEILING HEIGHT

ADDITIONAL NOTES

LIGHTING -

SEE ELECTRICAL

HVAC REGISTERS -

SEE MECHANICAL

NOTES

ACT

00'-00 00/00"

REFLECTED CEILING LEGEND

GYP

GYPSUM CEILING

EX

OPEN TO DECK

ACT-1

2' X 4' ACT

REVISIONS

11/21/2023 11:46:18 AM

BUILDING 92

REFLECTED CEILING

PLAN AND DETAILS

A901

NOVEMBER 21, 2023

© 2023 | ALL RIGHTS RESERVED

CD DELIVERABLE

R A N G E

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IT

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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

NORTH REF

1260 3/16" = 1'-0"A901

1 BLDG 92 - FIRST FLOOR REFLECTED CEILING PLAN

1 1/2" = 1'-0"A901

2 BULKHEAD DETAIL

1 1/2" = 1'-0"A901

3 SOFFIT DETAIL

210 210

1 CANOPY PER STRUCTURAL DRAWINGS. SEE A110

FOR ADDITIONAL INFORMATION

3" = 1'-0"A901

4 WALL TO BEAM CONNECTION

10.50 garyg Text Box

JANUARY 18,2024

garyg

TT

T

T

T

RE

X

X

Z

61 32 4 5

Y

WORKROOM

WORKROOM

WORKROOM

CHEM

LAB

STOR.

106B

MECH/

JAN

TOILET

ELEC

CORRIDOR

BREAK

WORKROOM

Q

Q

Q

Q

Q

Q06Q08

Q11

Q12

Q13

Q14

Q15

Q16

Q28

Q33

Q34

Q40

Q

Q

Q50

Q52

Q55Q56

Q58

Q59 Q

Q

Q80

Q84

Q81

Q82

Q

Q90

Q91 Q92

Q93

Q63

Q71

Q38

Q39

Q72

Q73

Q20

Q22

Q21

Q23

Q25

Q24

Q26

Q27

Q

Q100

Q94 Q29

Q30

Q31

Q32

Q35

Q36

Q37 Q51

Q53

Q54

Q57 Q60

Q61 Q64 Q65

Q66

4"

1' -7

A301

REVISIONS

11/21/2023 11:46:42 AM

BUILDING 92

EQUIPMENT PLAN

Q101

NOVEMBER 21, 2023

© 2023 | ALL RIGHTS RESERVED

CD DELIVERABLE

R A N G E

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N C Y R

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R C H U N

IT

U N

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EN

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AG

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U

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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"Q101

1 BLDG 92 - EQUIPMENT PLAN

SPECIALTY EQUIPMENT SCHEDULE

Type CLEARANCE

MOUNTING

HEIGHT

MECHANICAL/ELEC

TRICAL

REQUIREMENTS

NOTESFL

O

O R

C O

U N

TE

R

O

TH

ER

W

AT

ER

O U

TS

ID

E

AI

R

PO

W

ER

Q01- BALANCE 24" X 110-120v Q02-BALANCE 14" X 110-120v Q03-OVEN 27"D WITH DOOR OPEN, +14" H TO LOAD SAMPLES X 110-120v Q04-WILEY MILL '+25" D FOR DOOR (FRONT), +3" D FOR PLUG (BACK) X 230v Q05-CYCLOTEC +14" H TO LOAD SAMPLES X 110-120v Q06-AIR COMPRESSOR - X X 110-120v SITS ON CARTS,MEASUREMENTS INCLUDE HOLDING

PARTS

Q07-BALANCE X 110-120v

Q08-FURNACE X 220V

Q11-WATER BATH X 110-120v

Q12-TABLE X

Q13-FIBER ANALYZER W INCLUDES PLLUG AND…