Attach 02 DRAWINGS.pdf

PDF 31 MB Posted May 14, 2012

Attached to: Amend 4
Solicitation number: AG-82FT-S-12-0014
Issued by: Department of Agriculture Forest Service Research Service Rocky Mountain Research Station

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ENTRY

SHOWER

STORAGE

WORK ROOM

BOILER

106SHOWER

BAY 1

BAY 2

BAY 3

HGFEDCBA

JMD

CRM

JMD

D2.1

DEMOLITION PLAN

D2.1 : D2.1

GENERAL DEMOLITION NOTES

1. CONTRACTOR SHALL COORDINATE DEMOLITION WITH FIELD CONDITIONS & EXTENTS

OF NEW WORK SHOWN IN THESE CONTRACT DOCUMENTS. NOTIFY THE CONTRACTING

OFFICER IMMEDIATELY OF ANY QUESTIONABLE CONDITIONS.

2. CONTRACTOR SHALL CONDUCT ALL NECESSARY EXPLORATORY ACTIVITIES TO LOCATE &

PROTECT EXISTING SYSTEMS AND/OR STRUCTURES TO REMAIN PRIOR TO THE START OF

DEMOLITION WORK.

3. COORDINATE MISCELLANEOUS DEMOLITION/REMOVAL OF FINISHES TO REMAIN TO

ACCOMMODATE NEW SYSTEMS INSTALLATION. PATCH AND REPAIR FINISH TO MATCH 'IN

KIND' EXISTING FOLLOWING INTEGRATION.

4. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL

VERIFY EXISTING CONDITIONS & SHALL NOTIFY THE CONTRACTING OFFICER OF ANY

DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS PRIOR

TO COMMENCING WORK.

5. REFER TO STRUCTURAL, MECHANICAL, & ELECTRICAL DRAWINGS FOR ADDITIONAL

WORK. TYP.

6. PROVIDE ALL SHORING AND BLOCKING NECESSARY TO MAINTAIN THE INTEGRITY OF

THE STRUCTURE. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

DEMOLITION LEGEND

SYMBOL DESCRIPTION

HATCH INDICATES AREA OF EXISTING CONCRETE SLAB TO BE DEMOLISHED. PREP FOR NEW WORK.

REFER TO A2.1

HATCH INDICATES APPROXIMATE AREA OF CONCRETE SLAB TO BE SAW CUT & REMOVED TO

ACCOMMODATE NEW PIPING. COORDINATE WITH NEW PIPING SHOWN ON P2.0.

DEMOLITION PLAN KEYNOTES#

DEMOLISH EXISTING BOILER, VENT, CHIMNEY, MECHANICAL PAD, & ALL OTHER ASSOCIATED

PARTS. EXISTING VENT THROUGH ROOF TO BE REMOVED. COORDINATE REPAIR OF ROOF &

INSTALLATION OF NEW VENTS WITH CONTRACTING OFFICER. REPLACE EXISTING SHEATHING

IF NECESSARY & PROVIDE NEW BLOCKING AS REQUIRED. BOILER & STACK INSULATION IS

ASBESTOS CONTAINING & SHALL BE REMOVED & DISPOSED ACCORDING TO LOCAL, STATE &

FEDERAL REGULATIONS. REFER TO SPECIFICATION.

HATCH INDICATES AREA OF EXISTING GRAVEL TO BE REMOVED. APPROXIMATELY 6" OF 3/4 MINUS.

PREPARE AREA AS NEEDED TO ACCOMMODATE NEW SLAB. REFER TO STRUCTURAL DRAWINGS.

(E) WALL OR ITEM TO BE DEMOLISHED

(E) WALL CONSTRUCTION OR ITEM TO REMAIN

LEGEND

DEMOLISH EXISTING WATER HEATER & ALL ASSOCIATED PIPING, REFER TO PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION..

CONTRACTOR SHALL COORDINATE ALL DEMOLITION & CONSTRUCTION WORK W/ EXISTING

UTILITY. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

DEMOLISH EXISTING WINDOW, WINDOW FRAME, TRIM & ALL ASSOCIATED ACCESSORIES.

PREPARE OPENING FOR NEW WORK.

DEMOLISH EXISTING DOOR, DOOR HARDWARE, & ALL ASSOCIATED FASTENERS. PREPARE

OPENING FOR NEW WORK.

DEMOLISH EXISTING 2X FRAMING, SHEATHING, INTERIOR FINISHES, & ALL ASSOCIATED

FASTENERS.

CONTRACTOR SHALL DEMOLISH EXISTING 2X FRAMING & CONCRETE STEM WALL IN ORDER

TO ACCOMMODATE NEW DOOR. REFER TO 11/A2.1 & STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION.

8 DEMOLISH EXISTING MASONITE & ALL ASSOCIATED FASTENERS DOWN TO 2X WOOD STUDS.

PREPARE FOR NEW WORK.

DEMOLISH EXISTING DRAIN AS REQUIRED. REFER TO 11/P2.0 FOR NEW WORK.

16 16 16

IF STILL IN PLACE REMOVE & SALVAGE EXISTING STORAGE CABINETS. COORDINATE

STORAGE LOCATION, REINSTALLATION & NEW LOCATION WITH CONTRACTING OFFICER.

REMOVE & SALVAGE EXISTING CONTROL SYSTEM & ALL ASSOCIATED ACCESSORIES.

COORDINATE STORAGE LOCATION WITH CONTRACTING OFFICER. REFER TO ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

CONTRACTOR TO REMOVE & SALVAGE EXISTING BENCHES FOR RE-USE. CONTRACTOR SHALL

STORE BENCHES & THEIR ASSOCIATED HARDWARE AS NEEDED. COORDINATE STORAGE

LOCATION W/ CONTRACTING OFFICER. BENCH TOP MAY ALREADY BE DETACHED FROM

STATIONARY LEGS AND STORED AT A DIFFERENT LOCATION WITHIN THE BAY.

DEMOLISH EXISTING FINNED TUBE HEATING SYSTEM, ALL ASSOCIATED FASTENERS, &

PLUMBING AS NECESSARY. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

21 21

22 22 22

TYP.

TYP.TYP.

TYP.

TYP. TYP. TYP. TYP.

TYP.

TYP.TYP.

TYP.

D4.1

DEMOLISH EXISTING SHOWER, SHOWER HEAD, CONTROLS, & PLUMBING AS NEEDED. CAP

PIPING AS NECESSARY TO ACCOMMODATE NEW WORK. REFER TO PLUMBING DRAWINGS.

5 5 5

TYP.

DEMOLISH EXISTING FANS & ASSOCIATED MOTOR CONTROLS. SEE D4.1 FOR MORE

INFORMATION. PREPARE STRUCTURE FOR NEW FANS & ASSOCIATED CONTROLS.

CONTRACTOR SHALL DEMOLISH EVAPORATIVE COOLING WALL PADS, MOTORS,

RE-CURCULATING PVC PIPE, PUMPS, STORAGE BARRELS & ALL ASSOCIATED EQUIPMENT AS

REQUIRED TO INSTALL NEW WORK. REFER TO SPECIFICATION & DRAWINGS ATTACHED

HERETO.

26 26 26 26 26 26

27 27

SALVAGE AND REINSTALL EXISTING WORK BENCH. COORDINATE STORAGE LOCATION WITH

CONTRACTING OFFICER. ENTIRE BENCH SHALL BE CLEANED & REINSTALLED.

IF STILL IN PLACE REMOVE & SALVAGE EXISTING INCUBATOR AND ALL ASSOCIATED

ACCESSORIES AND FASTENERS. COORDINATE STORAGE LOCATION WITH CONTRACTING

OFFICER.

DEMOLISH EXISTING OVERHEAD DOOR & ALL ASSOCIATED HARDWARE. PREPARE OPENING

FOR NEW DOOR.

EXISTING DRAIN TO REMAIN. PROTECT DURING DEMOLITION & CONSTRUCTION AS

NECESSARY.

DEMOLISH EXISTING SIDING, CORNER BOARDS, & ASSOCIATED TRIM. PREPARE FOR NEW

WORK. REFER TO D4.1.

DEMOLISH EXISTING GLAZING BARS, GREENHOUSE GLAZING, & ALL ASSOCIATED FASTENERS.

REFER TO D4.1 & D7.1 FOR ADDITIONAL INFORMATION. EXISTING STRUCTURAL FRAME TO

REMAIN.

28 EXISTING SOIL TRAP TO REMAIN. CONTRACTOR TO CLEAN TRAP AS NEEDED.

CONTRACTOR SHALL DEMOLISH EXISTING CONCRETE FOOTING & TABLE LEG AS REQUIRED TO

ACCOMMODATE NEW WORK. TYPICAL AT ALL LEG LOCATIONS.

CONTRACTOR SHALL EXCAVATE AREA REQUIRED FOR NEW HOLDING TANK & OVERFLOW

CONNECTION TO SANITARY SEWER. COORDINATE LOCATION W/ PLUMBING PLANS. OPTIONS

ITEM #2.

REMOVE ALL GROUT OR GLAZING COMPOUND & BIOLOGICAL MATERIALS FROM CONCRETE

SILL. CLEAN CONCRETE AS NEEDED. PREPARE FOR NEW FINISH.

TYP.

25 25

25 25 25

DEMOLISH EXISTING SINKS. CAP PIPING AS NEEDED DURING CONSTRUCTION. REFER TO 11/P2.1

DEMOLISH EXISTING ELECTRICAL PANEL. REFER TO ELECTRICAL DRAWINGS FOR MORE

INFORMATION.14

16 16

28'-3" ± 61'-9-3 4" ±

1"± 10'-4-14" ± 10'-3"± 10'-3"± 10'-3"± 10'-3"± 11 2"±10'-3"±

OPTION ITEM#02 - UNDERGROUND

RECLAIMED WATER STORAGE BASIN

03.30.12

TECH. REVIEW:

DATE:

SHEET

39OFPKG3

MOSCOW GREENHOUSE PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET

REVISIONS

www.aearchitects.com

ARCHITECTS

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

H I S T O R I C

I N T E R I O R S

A R C H I T E C T U R E

P C

PROJECT No

FAX 4 0 6 . 7 2 1 . 1 8 8 7

222 N. HIGGINS

MISSOULA, M T 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

DRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

UNITED STATES DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN RESEARCH STATION

11081

00.00.00

C O N S T R U C T

N D

O C U M

E N T S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

MISSOULA

E C

I L

E C

CRA

I H

AIA

AR-985227

14 23

TYP.

CONTRACTOR SHALL REPLACE EXISTING WATER SHUT OFF. COORDINATE WITH LOCAL

UTILITY AS REQUIRED.

CONTRACTOR SHALL EXCAVATE AS REQUIRED TO TIE NEW PIPING TO SANITARY SEWER LINE.

EXCAVATION DISTANCE APPROXIMATELY 10-15 FT. REFER TO PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION.

IF STILL IN PLACE CONTRACTOR TO REMOVE & SALVAGE EXISTING PERSONAL STORAGE

LOCKERS. COORDINATE STORAGE LOCATION, REINSTALLATION & NEW LOCATION WITH

CONTRACTING OFFICER.

IF STILL IN PLACE CONTRACTOR TO REMOVE & SALVAGE EXISTING WALL MOUNTED STORAGE

CABINET. COORDINATE STORAGE LOCATION, REINSTALLATION & NEW LOCATION WITH

CONTRACTING OFFICER.

IF STILL IN PLACE REMOVE & SALVAGE EXISTING HOOD. COORDINATE STORAGE LOCATION

WITH CONTRACTING OFFICER.12

EXISTING DRAIN CLEANOUT TO REMAIN COVER & PROTECT DURING DEMOLITION &

CONSTRUCTION WORK AS NECESSARY.

DEMOLISH EXISTING HOSE BIBBS, GALVANIZED PIPING & ALL ASSOCIATED ACCESSORIES.

PREPARE FOR NEW WORK. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

36 IF OPTION ITEM #6 IS NOT ACCEPTED. REMOVE AND SALVAGE EXISTING FRAMES &

STRUCTURAL WALL MEMBERS IN BAY 3 FOR REINSTALLATION/COMPLETION OF BAY 3 AT A

LATER DATE. REFER TO A2.1 & SPECIFICATIONS FOR ADDITIONAL INFORMATION.

6/D 9.1

8/D2.1

12/D 9.1

13/D9.1

2/D9.2

3/D 9.2

8/D 9.2

9/D 9.2

10/D9.2

TYP.

3/16" = 1'- 0"

BUILDING

NORTH

D2.1 : D4.1

DEMOLITION WEST ELEVATION6

JMD

CRM

JMD

D4.1

DEMOLITION ELEVATIONS

DEMOLITION EAST ELEVATION

D2.1 : D4.1

3/16" = 1'-0"

DEMOLITION NORTH ELEVATION

D2.1 : D4.1

3/16 = 1'-0"

D2.1 : D4.1

DEMOLITION SOUTH ELEVATION9

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

(E) WALL CONSTRUCTION OR BUILT ITEM TO REMAIN

(E) WALL CONSTRUCTION OR ITEM TO BE REMOVED OR DEMOLISHED

LEGEND

GENERAL DEMOLITION NOTES

1. CONTRACTOR SHALL COORDINATE DEMOLITION WITH FIELD CONDITIONS & EXTENTS

OF NEW WORK SHOWN IN THESE CONTRACT DOCUMENTS. NOTIFY THE CONTRACTING

OFFICER IMMEDIATELY OF ANY QUESTIONABLE CONDITIONS.

2. CONTRACTOR SHALL CONDUCT ALL NECESSARY EXPLORATORY ACTIVITIES TO LOCATE &

PROTECT EXISTING SYSTEMS AND/OR STRUCTURES TO REMAIN PRIOR TO THE START OF

DEMOLITION WORK.

3. COORDINATE MISCELLANEOUS DEMOLITION / REMOVAL OF FINISHES TO REMAIN TO

ACCOMMODATE NEW SYSTEMS INSTALLATION. PATCH & REPAIR FINISH TO MATCH 'IN

KIND' EXISTING FOLLOWING INTEGRATION.

4. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL

VERIFY EXISTING CONDITIONS & SHALL NOTIFY THE CONTRACTING OFFICER OF ANY

DISCREPANCIES BETWEEN EXISTING CONDITIONS & THE CONTRACT DOCUMENTS PRIOR TO

COMMENCING WORK.

5. REFER TO STRUCTURAL, MECHANICAL, & ELECTRICAL DRAWINGS FOR ADDITIONAL

WORK. TYP.

6. PROVIDE ALL SHORING AND BLOCKING NECESSARY TO MAINTAIN THE INTEGRITY OF

THE STRUCTURE. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

DEMOLISH EXISTING CONDUIT, JUNCTION BOXES & ALL ASSOCIATED ACCESSORIES. TYP.

ELEVATIONS KEYNOTES#

DEMOLISH EXISTING WOOD SIDING DOWN TO EXISTING SHEATHING. PREPARE FOR NEW

SIDING.

DEMOLISH EXISTING ASPHALT SHINGLES & UNDERLAYMENT DOWN TO EXISTING SHEATHING.

PREPARE FOR NEW WORK.

DEMOLISH EXISTING FASCIA IN IT'S ENTIRETY.

DEMOLISH EXISTING GUTTERS.

DEMOLISH EXISTING DOWNSPOUTS.

DEMOLISH EXISTING FOGGER VENTILATION SYSTEM & ALL ASSOCIATED ACCESSORIES.

DEMOLISH EXISTING FANS & ALL ASSOCIATED ELECTRICAL. REFER TO MECHANICAL

DRAWINGS FOR MORE INFORMATION.

DEMOLISH EXISTING WINDOW, WINDOW FRAME, TRIM & ALL ASSOCIATED HARDWARE.

PREPARE R.O. FOR NEW WINDOWS.

DEMOLISH EXISTING DOOR, FRAME, DOOR TRIM & ALL ASSOCIATED

HARDWARE. PREPARE OPENING FOR NEW WORK.

DEMOLISH EXISTING PIPING.

LEGEND

SYMBOL DESCRIPTION

DEMOLISH EXISTING ROOF PENETRATIONS & ROOF ACCESSORIES IN THEIR ENTIRETY.

REPAIR ROOF AS NECESSARY. PREPARE FOR NEW WORK.

5 5

8 8 8 8 8 8

9 9 9

HATCH INDICATES THE REMOVAL OF GLAZING, GLAZING BARS & ALL ASSOCIATED

HARDWARE.

DEMOLISH EXISTING LIGHT FIXTURE. REFER TO DE2.1 FOR MORE INFORMATION.14

DEMOLISH EXISTING LOUVER. PREPARE STRUCTURE FOR NEW POLYCARBONATE SKIN.

15 15 15 15 15 15

DEMOLISH EXISTING REDWOOD BRACING. SEE SECTION FOR NEW WORK.

11 11

T .O

61'-9-3 4"±28'-3"±

-1

T .O

-1

T .O

30'-07 8"±

61'-9-3 4"± 28'-3"±

-1

T .O

30'-07 8"±

T .O

13 DEMOLISH EXISTING LOUVER. PREPARE OPENING FOR INFILL.

CONTRACTOR SHALL SCRAPE ALL LOOSE SPAWLED MATERIAL FROM EXISTING CONCRETE. CLEAN

& CONSOLIDATE CONCRETE AS NEEDED FOR NEW FINISH. PATCH ALL HOLES AS NECESSARY TO

MATCH ADJACENT MATERIAL.

CONTRACTOR SHALL RELOCATE EXISTING POWER LINE FROM EXISTING LOCATION. COORDINATE

WITH EXISTING UTILITY CO. APPEARS AS THOUGH SERVICE LINE NEEDS TO RUN HIGHER ABOVE

EXISTING ROOF.

EXISTING UTILITY POLE TO REMAIN.19

DEMOLISH EXISTING VENT. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.20

EXISTING GAS METER TO REMAIN. COORDINATE SHUT OFF WITH UTILITY CO. AND OWNER AS

NEEDED.

03.30.12

TECH. REVIEW:

DATE:

SHEET

39OFPKG3

MOSCOW GREENHOUSE PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET

REVISIONS

www.aearchitects.com

ARCHITECTS

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

H I S T O R I C

I N T E R I O R S

A R C H I T E C T U R E

P C

PROJECT No

FAX 4 0 6 . 7 2 1 . 1 8 8 7

222 N. HIGGINS

MISSOULA, M T 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

DRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

UNITED STATES DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN RESEARCH STATION

11081

00.00.00

C O N S T R U C T

N D

O C U M

E N T S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

MISSOULA

E C

I L

E C

CRA

I H

AIA

AR-985227

TYP.

19 19

EXISTING SERVICE MAST TO REMAIN. PROTECT DURING DEMO & CONSTRUCTION.22

REMOVE & SALVAGE EXISTING VENT. COORDINATE STORAGE LOCATION WITH CONTRACTING

OFFICER.

ENTRY

SHOWER

STORAGE

WORK ROOM

BOILER

106SHOWER

BAY 1

BAY 2

BAY 3

HGFEDCBA

JMD

CRM

JMD

D7.1

DEMOLITION 'RCP' PLAN

REFLECTED CEILING PLAN

D7.1: D7.1

KEY DESCRIPTION

1. CONTRACTOR SHALL COORDINATE DEMOLITION WITH FIELD CONDITIONS & EXTENTS

OF NEW WORK SHOWN IN THESE CONTRACT DOCUMENTS. NOTIFY THE CONTRACTING

OFFICER IMMEDIATELY OF ANY QUESTIONABLE CONDITIONS.

2. CONTRACTOR SHALL CONDUCT ALL NECESSARY EXPLORATORY ACTIVITIES TO LOCATE &

PROTECT EXISTING SYSTEMS AND/OR STRUCTURES TO REMAIN PRIOR TO THE START OF

DEMOLITION WORK.

3. COORDINATE MISCELLANEOUS DEMOLITION / REMOVAL OF FINISHES TO REMAIN TO

ACCOMMODATE NEW SYSTEMS INSTALLATION. PATCH & REPAIR FINISH TO MATCH 'IN

KIND' EXISTING FOLLOWING INTEGRATION.

4. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL

VERIFY EXISTING CONDITIONS & SHALL NOTIFY THE CONTRACTING OFFICER OF ANY

DISCREPANCIES BETWEEN EXISTING CONDITIONS & THE CONTRACT DOCUMENTS PRIOR TO

COMMENCING WORK.

5. REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL

WORK. TYP.

6. PROVIDE ALL SHORING AND BLOCKING NECESSARY TO MAINTAIN THE INTEGRITY OF

THE STRUCTURE. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

DEMOLITION REFLECTED CEILING PLAN KEY NOTES

REFLECTED CEILING PLAN GENERAL NOTES

DEMOLITION REFLECTED CEILING PLAN LEGEND

HATCH INDICATES AREA OF EXISTING MASONITE & ATTIC INSULATION TO BE REMOVED. DEMOLISH

ALL EXISTING CONDUIT, WIRING & JUNCTION BOXES AS REQUIRED. REFER TO ELECTRICAL

DRAWINGS FOR MORE INFORMATION. REFER TO HAZARDOUS MATERIAL SURVEY IN SPECIFICATION.

SALVAGE AND STORE EXISTING GROW LIGHTS AND BALLASTS TO BE REINSTALLED AFTER

CONSTRUCTION. COORDINATE STORAGE LOCATION WITH CONTRACTING OFFICER.

2 2

4 3

DEMOLISH WALL MOUNTED AND CEILING MOUNTED LIGHTING FIXTURES, ALL ASSOCIATED WIRING, CONDUIT, FASTENERS & ACCESSORIES AS REQUIRED. REFER TO ELECTRICAL DRAWINGS.

DEMOLISH EXISTING GAS UNIT HEATER AND ASSOCIATED PIPING.

DEMOLISH EXPANSION TANK & ALL ASSOCIATED PIPING.

DEMOLISH ELECTRICAL UNIT HEATER AND ASSOCIATED CONDUIT AS REQUIRED.

DEMOLISH EXISTING CO2 UNITS & ALL ASSOCIATED PIPING.

DEMOLISH EXISTING CEILING FAN & ALL ASSOCIATED HANGERS AND FASTENERS.

CONTRACTOR SHALL DEMOLISH ALL GREENHOUSE GLASS, GLAZING BARS, SUPPLEMENTAL

BLOCKING, CONDUIT, SUPPORT SYSTEMS, MOTORS, ACTUATORS, ETC. THE ONLY MATERIAL

TO REMAIN SHALL BE STRUCTURAL STEEL FRAME & PURLINS. REFER TO STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION.

HATCH INDICATES AREA OF GREENHOUSE GLASS & SUPPORT BARS TO BE REMOVED IN ORDER TO

ACCOMMODATE NEW WORK. CONTRACTOR SHALL PROVIDE ANY SHORING AS NEEDED AND USE

EXTREME CAUTION IN REMOVING NON-TEMPERED GLASS PANES.

EXISTING PURLINS TO REMAIN.

1"± 10'-3"± 10'-3"± 10'-3"± 10'-3"± 112"±10'-3"±

28'-3" ± 61'-9-3 4" ±

10'-4-14" ±

DEMOLISH EXISTING SOFFIT. PREPARE FOR NEW WORK.

03.30.12

TECH. REVIEW:

DATE:

SHEET

39OFPKG3

MOSCOW GREENHOUSE PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET

REVISIONS

www.aearchitects.com

ARCHITECTS

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

H I S T O R I C

I N T E R I O R S

A R C H I T E C T U R E

P C

PROJECT No

FAX 4 0 6 . 7 2 1 . 1 8 8 7

222 N. HIGGINS

MISSOULA, M T 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

DRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

UNITED STATES DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN RESEARCH STATION

11081

00.00.00

C O N S T R U C T

N D O C U M E N T S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

MISSOULA

E C

I L

E C

CRA

I H

AIA

AR-985227

14/D 2.1

D .2

IF OPTION ITEM #6 IS NOT ACCEPTED. REMOVE & SALVAGE EXISTING PURLINS FOR

REINSTALLATION AT A LATER DATE. REFER TO A2.1 & SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

6" RIDGE TO REMAIN.

IF OPTION ITEM #6 IS NOT ACCEPTED. REMOVE & SALVAGE EXISTING RIDGE FOR

REINSTALLATION AT A LATER DATE. REFER TO A2.1 & SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

10 11

DEMOLISH EXISTING SHELVES, BRACKETS & ALL ASSOCIATED FASTENERS.12

3/16" = 1'- 0"

BUILDING

NORTH

WH-1

(wall-tankless)

FD-1

ADA RR

MECH.

ET-1

AS-1

GF-1

BLR-1

(boiler) glycol

P-1

P-2 conc. pad

ENTRY

WORK ROOM

BAY 1

BAY 2

BAY 3

FD-1

HGFEDCBA

JMD

CRM

JMD

A2.1

PLAN

28'-3" ± 61'-9-3 4" ±

1"± 10'-4-14" ± 10'-3"± 10'-3"± 10'-3"± 10'-3"± 112"±

PLAN

A2.1: A2.1

3/16" = 1'- 0"

BUILDING

NORTH

A4.1

PLAN LEGEND

SYMBOL DESCRIPTION

HATCH INDICATES APPROXIMATE AREA OF NEW 6" CONCRETE SLAB. COORDINATE NEW PLUMBING &

DRAINAGE WITH EXISTING DRAINAGE & PLUMBING LINES. REFER TO SPECIFICATIONS, STRUCTURAL

& PLUMBING DRAWINGS FOR MORE INFORMATION.

HATCH INDICATES APPROXIMATE AREA OF NEW CONCRETE SLAB INFILL. CONTRACTOR SHALL ENSURE

THE EDGE OF THE EXISTING CONCRETE & NEW CONCRETE SLAB IS FLUSH & CLEAN IN APPEARANCE.

WARP SLAB AS REQUIRED TO MAINTAIN POSITIVE DRAINAGE TO FLOOR DRAIN. DO NOT EXCEED 2%.

SEE STRUCTURAL & PLUMBING FOR ADDITIONAL INFORMATION.

INSTALL NEW BOILER & ASSOCIATED PIPES, TANKS, PUMPS & VENT. REFER TO A2.2,

SPECIFICATIONS, MECHANICAL & PLUMBING DRAWINGS FOR MORE INFORMATION. SEE

MECHANICAL FOR PAD INFORMATION.

HATCH INDICATES APPROXIMATE AREA OF NEW 6" CONCRETE SLAB. REFER TO STRUCTURAL

DRAWINGS.

NEW WALL TYPE LEGEND

INSTALL NEW WATER HEATER. REFER TO SPECIFICATIONS, MECHANICAL & PLUMBING

DRAWINGS FOR MORE INFORMATION.

NEW 2X FRAMING, GYP. BOARD & INTERIOR WALLS. SEE WALL TYPE.

INFILL 2X FRAMING, SHEATHING, EXTERIOR FINISH, INTERIOR FINISH & CONCRETE

FOUNDATION. MATCH THICKNESS OF ADJACENT MATERIAL FOR SEAMLESS TRANSITIONS.

NEW (N) 5/8" TYP. "X" W.R. GYP. SECURED TO EXISTING FRAMING. PAINT. SEE WALL TYPE.

INSTALL NEW TRENCH DRAIN, COORDINATE NEW PLUMBING WITH EXISTING PLUMBING.

REFER TO PLUMBING & STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

INSTALL NEW WALK IN COOLER/FREEZER. COOLER & FREEZER SHALL BOTH HAVE EXTERIOR

CONDENSING UNITS. REFER TO SPECIFICATIONS, ELECTRICAL, & MECHANICAL DRAWINGS

FOR ADDITIONAL INFORMATION. OPTION ITEM #1.

NEW CHEMICAL INJECTION SYSTEM. COORDINATE NEW PLUMBING & MOUNTING LOCATIONS

WITH CONTRACTING OFFICER. INJECTOR CONFIGURATIONS ARE FLEXIBLE TO FIT PROPOSED

LOCATION. REFER TO SPECIFICATIONS & PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

INSTALL NEW EMERGENCY SHOWER SYSTEM. REFER TO SPECIFICATIONS & PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION.

INSTALL NEW ARGUS CONTROL SYSTEM REFER TO SPECIFICATIONS & ELECTRICAL DRAWINGS

FOR ADDITIONAL INFORMATION. INSTALL PER MANUFACTURERS RECOMMENDATIONS.

EXISTING BENCHES TO BE REINSTALLED. CUT ORIGINAL 4'X22' BENCHES AS NEEDED TO

OBTAIN 8, 8'X4', BENCHES. REMAINING BENCHES TO BE UNCUT, & REINSTALLED PER RMRS'S

REQUEST. SIZE & ARRANGEMENTS SHOWN ARE ONLY FOR REFERENCE, ACTUAL SIZES &

ARRANGEMENTS WILL VARY. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

INSTALL NEW POLYCARBONATE PANEL SYSTEM. REFER TO SPECIFICATIONS, EXTERIOR

ELEVATIONS & DETAILS FOR ADDITIONAL INFORMATION.

A4.1

TYP.

TYP. TYP.

TYP.

NEW PLYWOOD WORKBENCH WITH STAINLESS STEEL TOP. REFER TO A6.1 FOR ADDITIONAL

INFORMATION.

INSTALL NEW EVAPORATIVE COOLING SYSTEM. REFER TO SPECIFICATIONS, MECHANICAL &

PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

TYP.

A4.1

INSTALL NEW METAL INSULATED PANELS. REFER TO A5.2 & WALLY TYPE & SPECIFICATIONS

FOR ADDITIONAL INFORMATION.

INSTALL NEW DRAIN. REFER TO SPECIFICATIONS & PLUMBING DRAWINGS FOR MORE

INFORMATION.

7 21

101.1

105.1 106.1 107.1 108.1

GENERAL NOTES

1. REFER TO STRUCTURAL, MECHANICAL, & ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES OR

CONFLICT PRIOR TO COMMENCING WORK.

2. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN

EXISTING CONDITIONS & THE CONTRACT DOCUMENTS PRIOR TO COMMENCING WORK.

3. NEW FINISHES AND MATERIALS ADJOINING EXISTING FINISHES AND MATERIALS SHALL

BE PROPERLY INTEGRATED TO ENSURE A UNIFORM APPEARANCE AND SEAMLESS

TRANSITION. NEW SURFACES SHALL ALIGN WITH EXISTING ADJACENT SURFACES UNLESS

NOTED OTHERWISE.

4. COORDINATE MILLWORK INSTALLATION & PROVIDE BLOCKING IN PARTITIONS AS

REQUIRED FOR SUPPORT OR BLOCKING FOR SUCH MILLWORK.

5. ALL INTERIOR DIMENSIONS ARE FROM STRUCTURAL OR UNFINISHED FACE AND GRID

LINES. UNLESS NOTED OTHERWISE.

6. ALL EXTERIOR DIMENSIONS ARE FROM EXISTING STRUCTURAL SHEATHING OR

UNFINISHED FACE AND GRID LINES. UNLESS NOTED OTHERWISE.

7. GENERAL CONTRACTOR SHALL COORDINATE ALL ASPECTS OF THE RENOVATION

8. COORDINATE ALL EXISTING LIGHT SWITCH LOCATIONS WITH NEW MILL WORK.

COORDINATE CASING DIMENSIONS WITH SWITCH LOCATIONS.

9. PROVIDE A SMOOTH, LEVEL, FINISH FLOOR. TYP. PATCH & REPAIR ALL

INCONSISTENCIES IN FLOOR ELEVATIONS.

10. PATCH AND REPAIR ANY / ALL EXISTING WALL SURFACES AS REQUIRED TO PROVIDE

SUITABLE SUBSTRATE FOR NEW FINISHES

TYP.

16 16

INSTALL NEW P-LAM WORK TABLE & CASEWORK. AREA TO BE USED AS A COMPUTER

WORKSTATION.10

INSTALL NEW UPLIFTING SIDE WALL, DRIVE SYSTEM & STRUCTURAL SUPPORT SYSTEM. REFER

TO SPECIFICATIONS, MECHANICAL & ELECTRICAL DRAWINGS FOR MORE INFORMATION.19

INSTALL BATHROOM FIXTURES. REFER TO SPECIFICATIONS, INTERIOR ELEVATIONS &

PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.20

NEW ELECTRICAL PANEL LOCATION. REFER TO ELECTRICAL DRAWINGS.28

TYP.

EXISTING DRAINS TO REMAIN. PROTECT DURING CONSTRUCTION & CLEAN DRAINS PRIOR TO

TURN OVER.

INSTALL FANS REQUIRED FOR COOLING. REFER TO MECHANICAL DRAWINGS &

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

5 5 5

TYP.

INSTALL NEW SHADE CURTAIN. SYSTEM INCLUDES DRIVE UNIT & SUPPORT SYSTEM. REFER

TO SPECIFICATIONS & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

19 19 19

INSTALL NEW FROST FREE HYDRANT.

INSTALL NEW FLOOR SINK, FAUCET & SINK. REFER TO SPECIFICATIONS & PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION.11

INSTALL NEW FIBER CEMENT BOARD SIDING REFER TO EXTERIOR ELEVATIONS FOR

ADDITIONAL INFORMATION.21

A5.2

A5.1

A5.2

EXISTING GAS METER TO REMAIN. PROTECT DURING CONSTRUCTION.

(N) 2X6 WD STUDS @ 16" O.C. FULL HEIGHT W/ 5/8" TYPE "X" WR GYP. BOARD ON EACH SIDE.

PROVIDE FULL HEIGHT SOUND BATT INSULATION. FASTEN GYP. TO STUDS W/ 2-1/2" TYPE S SCREWS

@ 12" O.C. PROVIDE BLOCKING AS REQUIRED.

(N) 2X4 WD STUDS @ 16" O.C. FULL HEIGHT W/ 5/8" TYPE "X" WR GYP. BOARD ON EACH SIDE.

PROVIDE FULL HEIGHT SOUND BATT INSULATION. FASTEN GYP. TO STUDS W/ 2-1/2" TYPE S SCREWS

@ 12" O.C. PROVIDE BLOCKING AS REQUIRED.

NEW SEMI RECESSED FIRE EXTINGUISHER CABINET & EXTINGUISHER. REFER TO

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

5 5

NEW BOOM IRRIGATION SYSTEM. TRACK TO BE INSTALLED RUNNING NORTH TO SOUTH.

REFER TO SPECIFICATIONS FOR MORE INFORMATION.

16161616

10'-3"±

OPTION ITEM#06 - BAY 3OPTION ITEM#01 - WALK IN COOLER

& FREEZER

17 REINSTALL SALVAGED WORKBENCH. CLEAN WORKBENCH AS NECESSARY.

-1

9'-5"± 8'-1"±10'-12"±

-1

20'-534"±

8'-8"±3'-0"±

4'-0"±11'-10-12"±

5'-0"±

5'-6"±

0'-6"± 0'-6"± 0'-8"±

27'-6-12"±

A5.1

NEW HORIZONTAL AIRFLOW FANS TO BE INSTALLED BELOW SHADE CURTAIN. ATTACH HAF TO

UNDERSIDE OF 2X2 SQUARE TUBE. MAKE SURE ATTACHMENT DOES NOT INTERFERE WITH CURTAIN

DRIVE SHAFT. REFER TO SPECIFICATIONS, MECHANICAL & ELECTRICAL DRAWINGS FOR MORE

INFORMATION.

NEW BEAM FLICKER LIGHT TO BE INSTALLED BELOW SHADE CURTAIN. ATTACH LIGHT TO UNDERSIDE

OF 2X2 SQUARE TUBE. MAKE SURE ATTACHMENT DOES NOT INTERFERE WITH CURTAIN DRIVE

SHAFT. REFER TO SPECIFICATIONS & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

-1

OPTION ITEM#04

FIRE ALARM SYSTEM

TYP.

NEW FIRE ALARM SYSTEM PANEL. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION. OPTION ITEM #4.

NEW SINK AND DECK MOUNTED FAUCET TO BE INSTALLED. CONTRACTOR TO MATCH SINK TO

EXISTING SIZE. REFER TO PLUMBING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION.

CONTRACTOR SHALL CLEAN & REMOVE ALL EXISTING LOOSE MORTAR, STAINING & BIOLOGICAL

MATERIAL FROM EXISTING CONCRETE WALLS. CONSOLIDATE & PATCH ALL SPAWLED OR CRACKED

AREAS AS REQUIRED. PREPARE WALLS FOR NEW GREENHOUSE SYSTEM.

TYP.

NEW UNDERGROUND RECLAIMED WATER STORAGE BASIN. BACKFILL AS NECESSARY FOR TIE INTO

SANITARY SEWER. REFER TO PLUMBING DRAWINGS & SPECIFICATIONS FOR ADDITIONAL INFORMATION.

OPTION ITEM #2.

03.30.12

TECH. REVIEW:

DATE:

SHEET

39OFPKG3

MOSCOW GREENHOUSE PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET

REVISIONS

www.aearchitects.com

ARCHITECTS

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

H I S T O R I C

I N T E R I O R S

A R C H I T E C T U R E

P C

PROJECT No

FAX 4 0 6 . 7 2 1 . 1 8 8 7

222 N. HIGGINS

MISSOULA, M T 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

DRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

UNITED STATES DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN RESEARCH STATION

11081

00.00.00

C O N S T R U C T

N D O C U M E N T S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

MISSOULA

E C

I L

E C

CRA

I H

AIA

AR-985227

39 NEW 2" RIGID INSULATION BELOW SLAB. EXTEND VERTICALLY ON INSIDE OF FOUNDATION WALL TO

TOP OF FOOTING & HORIZONTALLY 4' INTO BUILDING.

40 PROVIDE NEW 4' CONCRETE SPLASH BLOCK.

INSTALL NEW BATHROOM ACCESSORIES. REFER TO INTERIOR ELEVATIONS.27

PROVIDE NEW CONCRETE PAD. COORDINATE SIZE & ADDITIONAL FILL WITH UNIT

MANUFACTURER. SEE S2.0 FOR ADDITIONAL INFORMATION.

SLOPESLOPE SLOPESLOPE

PLAN KEYNOTES

(E) 2X4 WD STUDS @ 16" O.C. FULL HEIGHT. PROVIDE FULL HEIGHT SOUND BATT INSULATION.

INTERIOR FINISH

-5/8" TYPE "X" WR GYP.

EXTERIOR LAYERS & FINISH

-(E) SHEATHING

-(N) 1" POLYISOCYANURATE

-(N) 7/8" FURRED OUT CHANNEL

-(N) 2" S.S. METAL PANEL

(E) 2X4 WD STUDS @ 16" O.C. FULL HEIGHT. PROVIDE FULL HEIGHT SOUND BATT INSULATION.

INTERIOR FINISH

-5/8" TYPE "X" WR GYP.

EXTERIOR LAYERS & FINISH

-(E) SHEATHING

-(N) 1" POLYISOCYANURATE

-(N) 1/4" FIBER CEMENT BOARD SIDING

OPTION ITEM#02 - UNDERGROUND

RECLAIMED WATER STORAGE BASIN

TYP.

A2.1 : A4.1

WEST ELEVATION6

JMD

CRM

JMD

A4.1

ELEVATIONS

A5.1

T .O F .F

61'-9-3 4"±28'-3"±

-1 T .O F .F

A5.2

-1 T .O F .F

30'-078"±

61'-9-3 4"± 28'-3"±

-1 T .O F .F

T .O F .F

A5.2

30'-078"±

T .O F .F

EAST ELEVATION

A2.1 : A4.1

3/16" = 1'-0"

NORTH ELEVATION

A2.1 : A4.1

3/16 = 1'-0"

A2.1 : A4.1

SOUTH ELEVATION9

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

GENERAL NOTES

1. REFER TO STRUCTURAL, MECHANICAL, & ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES OR

CONFLICT PRIOR TO COMMENCING WORK.

2. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN

EXISTING CONDITIONS & THE CONTRACT DOCUMENTS PRIOR TO COMMENCING WORK.

3. NEW FINISHES & MATERIALS ADJOINING EXISTING FINISHES & MATERIALS SHALL BE

PROPERLY INTEGRATED TO ENSURE A UNIFORM APPEARANCE & SEAMLESS TRANSITION.

NEW SURFACES SHALL ALIGN WITH EXISTING ADJACENT SURFACES UNLESS NOTED

OTHERWISE.

4. COORDINATE MILLWORK INSTALLATION & PROVIDE BLOCKING IN PARTITIONS AS

REQUIRED FOR SUPPORT OR BLOCKING FOR SUCH MILLWORK.

5. ALL DIMENSIONS ARE FROM STRUCTURAL OR UNFINISHED FACE & GRID LINES. UNLESS

NOTED OTHERWISE.

6. GENERAL CONTRACTOR SHALL COORDINATE ALL ASPECTS OF THE RENOVATION

7. COORDINATE ALL EXISTING LIGHT SWITCH LOCATIONS WITH NEW MILL WORK.

COORDINATE CASING DIMENSIONS WITH SWITCH LOCATIONS.

8. PROVIDE A SMOOTH, LEVEL, FINISH FLOOR. TYP. PATCH & REPAIR ALL

INCONSISTENCIES IN FLOOR ELEVATIONS.

9. PATCH & REPAIR ANY / ALL EXISTING WALL SURFACES AS REQUIRED TO PROVIDE

SUITABLE SUBSTRATE FOR NEW FINISHES

NEW COOLING FANS. CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT SYSTEM. REFER TO

SPECIFICATIONS, SECTIONS, ELECTRICAL & MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

ELEVATIONS KEYNOTES#

INSTALL NEW LAP FIBER CEMENT BOARD SIDING. REFER TO SPECIFICATIONS FOR MORE

INFORMATION.2

INSTALL NEW BOARD & BATTEN FIBER CEMENT BOARD SIDING. REFER TO SPECIFICATIONS

FOR MORE INFORMATION.

INSTALL FIBER CEMENT BOARD TRIM. REFER TO DETAILS & SPECIFICATIONS FOR MORE

INFORMATION.

INSTALL FIBER CEMENT BOARD FASCIA. REFER TO SPECIFICATIONS FOR MORE

INFORMATION.

NEW DOWNSPOUTS, REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

NEW GUTTERS TO RUN THE LENGTH OF THE GREENHOUSE. REFER TO SECTIONS &

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

NEW POLYCARBONATE PANEL SYSTEM REFER TO SECTIONS, DETAILS & SPECIFICATIONS

FOR MORE INFORMATION.7

NEW SIDE VENT SYSTEM. REFER TO DETAILS & SPECIFICATIONS FOR MORE INFORMATION.

NEW ASPHALT SHINGLES. REFER TO SPECIFICATIONS.

1 1

77 7 7

7 7 7

8 8 8

CONTRACTOR SHALL CLEAN & REMOVE ALL EXISTING LOOSE MORTAR, STAINING & BIOLOGICAL MATERIAL

FROM EXISTING CONCRETE WALLS. CONSOLIDATE & PATCH ALL SPAWLED OR CRACKED AREAS AS

REQUIRED. PREPARE WALLS FOR NEW GREENHOUSE SYSTEM.

12 12

10 10 10 10

NEW ROOF PENETRATIONS. REFER MECHANICAL & PLUMBING DRAWING FOR ADDITIONAL

INFORMATION.

A5.2

A5.1

A5.2

A5.1

APPROXIMATE LOCATION FOR NEW POLYCARBONATE PANEL PURLINS. IF POSSIBLE PLACE OVER EXISTING

PURLINS. SEE DETAILS & SPECIFICATIONS FOR ADDITIONAL INFORMATION.

OPTION ITEM#06 - BAY 3

OPTION ITEM#03 - ROOF VENTS

A5.1

INSTALL NEW BATHROOM VENT. INSTALL PER MANUFACTURERS RECOMMENDATIONS. REFER

TO MECHANICAL DRAWINGS FOR MORE INFORMATION.

INSTALL EXTERIOR LIGHTS. REFER TO ELECTRICAL DRAWINGS & SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

INSTALL CONDENSING UNITS & 6 INCH PAD. PROVIDE MECHANICAL PAD AS REQUIRED.

REFER TO SPECIFICATIONS, MECHANICAL & ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION. OPTION ITEM #1.

OPTION ITEM#01 - WALK IN

COOLER & FREEZER

MANUAL ROOF VENT. REFER TO SECTIONS, DETAILS & SPECIFICATIONS FOR ADDITIONAL

INFORMATION. OPTION ITEM #3.

03.30.12

TECH. REVIEW:

DATE:

SHEET

39OFPKG3

MOSCOW GREENHOUSE PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET

REVISIONS

www.aearchitects.com

ARCHITECTS

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

H I S T O R I C

I N T E R I O R S

A R C H I T E C T U R E

P C

PROJECT No

FAX 4 0 6 . 7 2 1 . 1 8 8 7

222 N. HIGGINS

MISSOULA, M T 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

DRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

UNITED STATES DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN RESEARCH STATION

11081

00.00.00

C O N S T R U C T

N D O C U M E N T S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

MISSOULA

E C

I L

E C

CRA

I H

AIA

AR-985227

OPTION ITEM#03 - ROOF VENTS

171717

SHADED LINE INDICATES CROSS BRACING IF OPTION ITEM #6 IS ACCEPTED.

18 18

6 6

TYP.

TYP. TYP.

RELOCATE ELECTRICAL WIRE.

19 19

REINSTALL SALVAGED VENT. CLEAN & PAINT AS NECESSARY. COORDINATE WITH

CONTRACTING OFFICER.

1/4" = 1'0"A2.1 : A5.1

A2.1 : A5.1

BUILDING SECTION16

BUILDING SECTION6

JMD

CRM

JMD

A5.1

SECTIONS

1/4" = 1'0"

-1

30'-07 8"±

-1

30'-078"±

6 8 BUILDING SECTION

A2.1 : A5.1 1/4" = 1'0"

3/4" = 1'0"

1-1/2" = 1'0"

-1

30'-07 8"±

A5.1 : A5.1

A5.1 : A5.1 A5.1 : A5.1

ROOF DETAIL (NEXUS)RIDGE DETAIL (NEXUS)

WALL SECTION

EXISTING CONCRETE.

NEW 1X BLOCKING.

NEW 7-1/4" X 3/4" FIBER

CEMENT BOARD.

NEW 1/4" FIBER CEMENT

BOARD.

NEW 1" POLYISOCYANURATE.

DETAIL10

3/4" = 1'0"

EXISTING SHEATHING TO

REMAIN.

NEW R-13 BATT

INSULATION TO INFILL

CAVITIES OF EXISTING

2X4 FRAMING @ 16" O.C.

NEW 58" GYPSUM BOARD,

TAPED, FINISHED AND

PAINTED PER FINISH

SCHEDULE.

NEW 7-1/4" X 3/4" CEMENT

BOARD TRIM.

FIBER CEMENT BATTEN BOARD

BEYOND.

1/4" FIBER CEMENT SOFFIT.

ACCOMMODATE VENT.

1/4" FIBER

CEMENT FASCIA.

NEW GUTTER.

NEW BLOCKING AS

REQUIRED. SEE

STRUCTURAL.

PROVIDE NEW ICE AND

WATERSHED 36" UP FROM

FASCIA.

NEW 58" GYPSUM BOARD,

TAPED, FINISHED AND

PAINTED PER FINISH

SCHEDULE.

3'- 0"

NEW 30# ROOFING FELT.

NEW ASPHALT SHINGLES. SEE

SPECIFICATION.

NEW FLASHING.

1-1/2" = 1'0"

A5.1 : A5.1

OPTION ITEM#03 - ROOF VENTS

-1

8MM POLYCARBONAT PANEL

SYSTEM. SEE SPECIFICATION.

NEW QUIETAIRE SINGLE SPEED

EXHAUST FAN WITH SHUTTERS.

REFER TO SPECIFICATIONS.

EXISTING STRUCTURAL FRAME.

PAINT.

ALUMINUM RIDGE. (SILICONE

BEAD AT BUTT SPLICES)

ALUMINUM FOIL TAPE AT TOP

OF SHEET.

1/4" X 3/4" HEX BOLT BASE TO

CLIP.

SPACER.

CONTRACTOR TO DETERMINE

CONNECTION TO EXISTING

STRUCTURE.

5/8" X 1" FOAM CLOSURE.

#14 X 1" SD/WG SCREW AT 12"

O.C.

BAR CAP.

#10 X 11/16" STAINLESS

STEEL/SELF TAPPING SCREW.

EVERY 12" O.C.

EXISTING STRUCTURE.

PAINT.

8MM POLYCARBONATE PANEL.

SEE SPECIFICATION.

8MM POLYCARBONATE PANEL.

SEE SPECIFICATION.

#14 X 1" SELF DRILL SCREW

BAR BASE TO PURLIN.

BAR CAP.

2" SQUARE PURLIN.

1/2" X 1" X 1" RUBBER SPACER.

EVERY 12"

EXISTING STRUCTURE. PAINT.

#10 X 11/16" STAINLESS STEEL

SCREW EVERY 12" O.C.

SYM.

03.30.12

TECH. REVIEW:

DATE:

SHEET

39OFPKG3

MOSCOW GREENHOUSE PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET

REVISIONS

www.aearchitects.com

ARCHITECTS

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

H I S T O R I C

I N T E R I O R S

A R C H I T E C T U R E

P C

PROJECT No

FAX 4 0 6 . 7 2 1 . 1 8 8 7

222 N. HIGGINS

MISSOULA, M T 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

DRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

UNITED STATES DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN RESEARCH STATION

11081

00.00.00

C O N S T R U C T

N D O C U M E N T S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

MISSOULA

E C

I L

E C

CRA

I H

AIA

ETA

IF DA

AR-985227

EXISTING CONCRETE STEM

WALL. PROVIDE NEW PARGE

COAT.

REFER TO STRUCTURAL

DRAWINGS FOR TRUSS

UPGRADES.

NEW SLAB. SEE S2.0 FOR

DETAIL.

NEW 2INCH RIGID INSULATION

BELOW SLAB AT PERIMETER OF

EACH BAY & DOWN

FOUNDATION WALL. TYP.

MANUFACTURER SHALL COORDINATE

OPERABLE VENT LOCATION.

SEE DETAIL 4 & 5/A5.3 FOR ADDITIONAL

INFORMATION.

TYPICAL

EXIST 1/2" PLYWOOD

SHEATHING.

NEW R-50 FIBERGLASS

INSULATION.

PROVIDE NEW VENTING

THROUGH IN BETWEEN

RAFTER TO ENSURE PROPER

VENTING

EXISTING CONCRETE

FLOOR. SEAL.

NEW RUBBER BASE.

NOTE: CONTRACTOR TO COORDINATE & VERIFY HEIGHT OF ALL GREENHOUSE EQUIPMENT TO

ENSURE EQUIPMENT DOES NOT INTERFERE WITH OTHER GREENHOUSE COMPONENTS.

MOUNTING HEIGHT AND EQUIPMENT LOCATION MAY VERY DEPENDING ON EQUIPMENT

MANUFACTURER, REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. DRAWING

DIMENSIONS ARE TO BE USED AS A REFERENCE ONLY. CONTRACTOR WILL NOTIFY

CONTRACTING OFFICER IF CHANGES OCCUR.

NOTE: POLYCARBONATE SYSTEM DETAILS ARE BASED ON A NEXUS SYSTEM. CONTRACTOR TO

COORDINATE SYSTEM INSTALLATION & DETAILS WITH EXISTING STRUCTURE & GREENHOUSE

MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. REFER TO SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

NOTE: CONTRACTOR TO COORDINATE & VERIFY HEIGHT OF ALL GREENHOUSE EQUIPMENT TO

ENSURE EQUIPMENT DOES NOT INTERFERE WITH OTHER GREENHOUSE COMPONENTS.

MOUNTING HEIGHT AND EQUIPMENT LOCATION MAY VERY DEPENDING ON EQUIPMENT

MANUFACTURER, REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. DRAWING

DIMENSIONS ARE TO BE USED AS A REFERENCE ONLY. CONTRACTOR WILL NOTIFY

CONTRACTING OFFICER IF CHANGES OCCUR.

NOTE: POLYCARBONATE SYSTEM DETAILS ARE BASED ON A NEXUS SYSTEM. CONTRACTOR TO

COORDINATE SYSTEM INSTALLATION & DETAILS WITH EXISTING STRUCTURE & GREENHOUSE

MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. REFER TO SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

NEW 2INCH RIGID INSULATION

BELOW SLAB AT PERIMETER OF

EACH BAY & DOWN

FOUNDATION WALL. TYP.

NEW 2INCH RIGID INSULATION

BELOW SLAB AT PERIMETER OF

EACH BAY & DOWN

FOUNDATION WALL. TYP.

PROVIDE BLOCKING AS

NECESSARY.

BOLT THROUGH EXISTING

STRUCTURE OR PROVIDE

ANOTHER FORM OF

CONNECTION TO EXISTING

STRUCTURE. INSTALL PER

MANUFACTURERS

RECOMMENDATION.

NEW 6 MIL. VAPOR

BARRIER.

PROVIDE FAN SUPPORT SYSTEM.

COORDINATE WITH POLYCARBONATE

PANEL SYSTEM.SEE SPECIFICATION.

A6.1

JMD

CRM

JMD

A5.3

DETAILS

SIDEWALL ILLUSTRATION6

UPPER GABLE DETAIL1

7 PLAN DETAIL AT END WALL

2 3

10PLAN DETAIL BETWEEN BAYS9

4 5

#14 X 1" SELF DRILL SCREW

W/ 1" BONDED WASHER EVERY

12" AT TOP OF CORD

8MM POLYCARBONATE ROOF

COVERING

ALUMINUM END CAP WITH

GASKETING

#10X11/16" SS/ST SCREWS

#14 X 1" SELF DRILL SCREW

(2 PER PURLIN)

ALUMINUM GABLE EXSTRUSION

FOIL TAPE AT TOP OF PANELS

5/8" X 1" RUBBER CLOSURE

EXISTING STRUCTURE

2" SQUARE MEMBER

2" SQUARE ROOF PURLIN

A5.2 : A5.3 3" = 1'-0"

TYP.

NOTE: CONTRACTOR TO COORDINATE & VERIFY HEIGHT OF ALL GREENHOUSE EQUIPMENT TO

ENSURE EQUIPMENT DOES NOT INTERFERE WITH OTHER GREENHOUSE COMPONENTS.

MOUNTING HEIGHT AND EQUIPMENT LOCATION MAY VERY DEPENDING ON EQUIPMENT

MANUFACTURER, REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. DRAWING

DIMENSIONS ARE TO BE USED AS A REFERENCE ONLY. CONTRACTOR WILL NOTIFY

CONTRACTING OFFICER IF CHANGES OCCUR.

NOTE: POLYCARBONATE SYSTEM DETAILS ARE BASED ON A NEXUS SYSTEM. CONTRACTOR TO

COORDINATE SYSTEM INSTALLATION & DETAILS WITH EXISTING STRUCTURE & GREENHOUSE

MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. REFER TO SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

03.30.12

TECH. REVIEW:

DATE:

SHEET

39OFPKG3

MOSCOW GREENHOUSE PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET

REVISIONS

www.aearchitects.com

ARCHITECTS

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

H I S T O R I C

I N T E R I O R S

A R C H I T E C T U R E

P C

PROJECT No

FAX 4 0 6 . 7 2 1 . 1 8 8 7

222 N. HIGGINS

MISSOULA, M T 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

DRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

UNITED STATES DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN RESEARCH STATION

11081

00.00.00

C O N S T R U C T

N D O C U M E N T S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

MISSOULA

E C

I L

E C

CRA

I H

AIA

ETA

IF DA

AR-985227

ILLUSTRATION

ALUMINUM H-SPLINE. PER

MANUFACTURERS SPECIFICATIONS.

POLYCARBONATE PANEL SYSTEM.

REFER TO SPECIFICATIONS.

#14 X 1" SC/WG SCREW. THROUGH

H-SPLINE AT WALL MEMBERS.

#14 A 1-1/2" SD/WG SCREW EVERY

12".

2" SQUARE WALL MEMBER.

EXISTING CONCRETE STEM WALL.

BUTT SPLICE U-CAPS.

DRILL 3/16" WEEP HOLES (16" O.C.)

3" = 1'-0" 3" = 1'-0"

2" SQUARE WALL MEMBER.

8MM POLYCARBONATE PANEL.

#10 X 1/2" SD. SCREWS (CHANNEL

TO CHANNEL.

5/8" X1" RUBBER CLOSURE.

ALUMINUM FRAMING CORNER

CHANNEL.

EXISTING STRUCTURE. CONTRACTOR

SHALL COORDINATE CONNECTIONS

WITH MANUFACTURER.

ALUMINUM "H" PROFILE. BUTT

SPLICE AS NEEDED.

#14 X 1" SD/W.G. SCREW. THROUGH

H-SPLINE AT WALL MEMBERS.

#14 X 1" SELF DRILL SCREW WITH 1"

BONDED WASHER.

a5.3 : a5.3 NTS

3" = 1'-0"

A5.3 : A5.3

GUTTER DETAIL

NTS

#14 X 1'1/2" SELF W 1" BOUNDED

WASHER SCREWS EVERY 12" O.C.

#14 X 3/4" SELF DRILL SCREW EVERY

16" O.C.

DRILL 3/16" WEEP HOLES IN

ALUMINUM ROOF RAIL 16" O.C.

ALUMINUM ROOF RAIL

8MM POLYCARBONATE ROOF SHEET

BAR CAPCONTINUOUS GASKETING

EXISTING STRUCTURE

ALUMINUM EXTRUSION

15/16" NOTCH FOR EXTRUSION

TYPICAL

NTS

CONNECTION AT GABLE

A5.1 : A5.3

ALUMINUM RIDGE. COORDINATE

DETAIL WITH NEW OPERABLE VENT

AS REQUIRED.

ALUMINUM CUT EXTRUSIONS

BUTTED TOGETHER

HORIZONTAL LEG CUT BACK WILL

CONTACT BOTTOM LEG OF ALUM

RIDGE EXTRUSION

1/2" X 3/4" HEX BOLTS 2 PER

CONNECTION

TYPICAL BAR BASE DETAIL

NTS

TYPICAL BAR BASE DETAIL

CONNECTION AT RIDGE

A5.1 : A5.3

ALUMINUM RIDGE ( SILICONE AT

BUTT SPLICES). COORDINATE RIDGE

DETAIL WITH NEW OPERABLE VENT

AS REQUIRED.

BAR BASE

1/2" X 3/4" HEX BOLTS 2 PER

CONNECTION

A5.1 : A5.3

BASE CONNECTION DETAIL

3" = 1'-0"

2" SQUARE WALL MEMBER

"U" CAP 6-3/4"

#14 X 1-1/2" SD/WG SCREWS

EVERY 12" O.C.

EXISTING STRUCTURE

8MM POLYCARBONATE SIDEWALL

OR GABLE COVERING.

EXISTING CONCRETE WALL

TYPICAL

8MM POLYCARBONATE PANEL.8MM POLYCARBONATE PANEL.

2" SQUARE WALL MEMBER.

EXISTING STRUCTURE.

EXISTING CONCRETE STEM WALL.

EXISTING CONCRETE STEM

WALL.

EXISTING CONCRETE STEM WALL.

ALUMINUM FRAMING CORNER

CHANNEL.

BOLTS PER MANUFACTURERS

WRITTEN INSTRUCTIONS, TO

CONNECT POLYCARBONATE PANEL

SYSTEM TO EXISTING STRUCTURE.

BOLTS PER MANUFACTURERS

WRITTEN INSTRUCTIONS, TO

CONNECT POLYCARBONATE PANEL

SYSTEM TO EXISTING STRUCTURE.

SHEET PANEL WIDTH AND SCREW

SPACING PER MANUFACTURERS

WRITTEN INSTALLATION

INSTRUCTIONS.

GUTTER DETAIL (NEXUS)

GUTTER

#14 X 3/4" S.D. SCREW EVERY

16" O.C.

PERMEABLE TAPE AT BOTTOM

OF SHEET (TYP.)

ALUMINUM GUTTER RAIL.

FOIL TAPE AT TOP OF PANELS.

#14 X 1" S.D./W.G. SCREW

EVERY 12" O.C.

1/4" NUT & NEOPRENE BACKED

WASHER EVERY 16" O.C.

5/8" X 1" RUBBER CLOSURE.

GUTTER CONNECTION TO

EXISTING STRUCTURE TBD BY

CONTRACTOR.

# 14 X 1-1/2" S.D. SCREW W/ 1"

BONDED WASHER EVERY 12".

#10 X 11/16" STAINLESS STEEL

SCREW EVERY 12" O.C.

TYP.

3" = 1'-0"A5.1 : A5.3

A5.1 : A5.3 A2.1 : A5.3 A2.1 : A5.3

ROOF CONNECTION

TA-7

12"

MAX

54" MIN

39" - 41"

18" MIN

36" MIN

24" MIN

CL 11

7" - 9"

1'-6"

TA-1

TA-2

TA-3

TA-4TA-3

TA-5

TA-6 TA-6

INSTALLATION OF ALL TOILET ROOM FIXTURES AND

ACCESSORIES TO BE ANSI, ADA AND CODE

COMPLIANT. PROVIDE MANUFATURER'S

RECOMMENDED BLOCKING IN WALL CONSTRUCTION.

REFER TO 16/A6.1 FOR MOUNTING HEIGHT AND

LOCATION.

TA-5 =

TOILET SEAT COVER DISPENSER

42" GRAB BAR

TA-6 =

TA-2 =

MIRROR

TA-4 =

TOILET TISSUE DISPENSER TA-3 =

PAPER TOWEL DISPENSOR

TA-1 =

TA-7 =

36" GRAB BAR

18" GRAB BAR

FIXTURE & TOILET ACCESSORIES:

JMD

CRM

JMD

A6.2

INTERIOR ELEVATIONS

BATHROOM ACCESSORIES MOUNTING HEIGHT/LOCATION12

NORTH RR ELEVATION

1/4" =1'-0"

EAST RR ELEVATION

SOUTH RR ELEVATION WEST RR ELEVATION

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

1/4" =1'-0"

TA-1

TA-2

TA-1

TA-6

TA-7

TA-3

TA-5

TA-4

TA-2

TA-7

TA-6 TA-5

TA-3

1/4" =1'-0"A6.1 : A6.2

03.30.12

TECH. REVIEW:

DATE:

SHEET

39OFPKG3

MOSCOW GREENHOUSE PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET

REVISIONS

www.aearchitects.com

ARCHITECTS

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

H I S T O R I C

I N T E R I O R S

A R C H I T E C T U R E

P C

PROJECT No

FAX 4 0 6 . 7 2 1 . 1 8 8 7

222 N. HIGGINS

MISSOULA, M T 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

DRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

UNITED STATES DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN RESEARCH STATION

11081

00.00.00

C O N S T R U C T

N D O C U M E N T S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

MISSOULA

E C

I L

E C

CRA

I H

AIA

AR-985227

ENLARGED FLOOR PLAN

A2.1 : A6.2

1" =1'-0"

INTERIOR ELEVATION KEYNOTES#

NEW 4' FIBERGLASS REINFORCED PANELS.

PROVIDE 6" RESILIENT BASE. (B1)1

NEW W.R. 5/8" TYPE "X" GYP BD. PAINT.3

A6.2 : A6.2

A6.2 : A6.2 A6.2 : A6.2

A6.2 : A6.2

HGFEDCBA

ADA RR

MECH.

ENTRY

WORK ROOM

BAY 1

BAY 2

BAY 3

JMD

CRM

JMD

A7.1

REFLECTED CEILING PLAN

A7.1: A7.1

KEY DESCRIPTION

# REFLECTIVE CEILING PLAN KEY NOTES

REFLECTED CEILING PLAN LEGEND

NEW WALL MOUNT AND CEILING MOUNTED LIGHTING FIXTURES, REFER TO ELECTRICAL DRAWINGS.

HATCH INDICATES AREA FOR NEW 5/8" TYPE "X" GYP. BD. TO BE INSTALLED ON CEILING. PAINT.

SALVAGED GROW LIGHTS TO BE SUSPENDED FROM NEW SUPPLEMENTAL STRUCTURE. REFER TO

ELECTRICAL & STRUCTURAL DRAWINGS.

REFLECTED CEILING PLAN GENERAL NOTES

1. REFER TO STRUCTURAL, MECHANICAL, & ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES OR

CONFLICT PRIOR TO COMMENCING WORK.

2. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL

NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN

EXISTING CONDITIONS & THE CONTRACT DOCUMENTS PRIOR TO COMMENCING WORK.

3. NEW FINISHES AND MATERIALS ADJOINING EXISTING FINISHES AND MATERIALS SHALL

BE PROPERLY INTEGRATED TO ENSURE A UNIFORM APPEARANCE AND SEAMLESS

TRANSITION. NEW SURFACES SHALL ALIGN WITH EXISTING ADJACENT SURFACES UNLESS

NOTED OTHERWISE.

4. COORDINATE MILLWORK INSTALLATION & PROVIDE BLOCKING IN PARTITIONS AS

REQUIRED FOR SUPPORT OR BLOCKING FOR SUCH MILLWORK.

5. ALL DIMENSIONS ARE FROM STRUCTURAL OR UNFINISHED FACE AND GRID LINES.

UNLESS NOTED OTHERWISE.

6. GENERAL CONTRACTOR SHALL COORDINATE ALL ASPECTS OF THE RENOVATION

7. PROVIDE A SMOOTH, LEVEL, FINISH FLOOR. TYP. PATCH & REPAIR ALL

INCONSISTENCIES IN FLOOR ELEVATIONS.

8. PATCH AND REPAIR ANY / ALL EXISTING WALL SURFACES AS REQUIRED TO PROVIDE

SUITABLE SUBSTRATE FOR NEW FINISHES

1"± 10'-3"± 10'-3"± 10'-3"± 10'-3"± 112"±10'-3"±

03.30.12

TECH. REVIEW:

DATE:

SHEET

39OFPKG3

MOSCOW GREENHOUSE PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET

REVISIONS

www.aearchitects.com

ARCHITECTS

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

H I S T O R I C

I N T E R I O R S

A R C H I T E C T U R E

P C

PROJECT No

FAX 4 0 6 . 7 2 1 . 1 8 8 7

222 N. HIGGINS

MISSOULA, M T 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

DRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

UNITED STATES DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN RESEARCH STATION

11081

00.00.00

C O N S T R U C T

N D O C U M E N T S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

MISSOULA

E C

I L

E C

CRA

I H

AIA

AR-985227

HATCH INDICATES AREA FOR NEW POLYCARBONATE PANEL SYSTEM TO BE INSTALLED. REFER TO

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

EXISTING STRUCTURAL STEEL FRAME & UPGRADES. SEE STRUCTURAL. PAINT.1

2 EXISTING STRUCTURAL STEEL PURLINS & UPGRADES. SEE STRUCTURAL. PAINT.

EXISTING STRUCTURAL STEEL FRAMING & UPGRADES IN PARTITION WALL. SEE SECTIONS &

STRUCTURAL. PAINT.

5 NEW 1/4" FIBER CEMENT SOFFIT. PROVIDE CONTINUOUS VENT.

6 NEW FASCIA PANEL.

7 NEW STAINLESS STEEL BALLAST SHELF SUPPORT. SEE A6.1 FOR ADDITIONAL INFORMATION.

NEW STEEL SUPPORT SYSTEM FOR GROW LIGHTS & SPRINKLER SYSTEM. SEE SECTIONS &

STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. PAINT.

NEW SHADE CURTAIN MOTOR. SEE SPECIFICATIONS & ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION.

NEW HAF FANS. REFER TO MECHANICAL & ELECTRICAL FOR ADDITIONAL INFORMATION.

NEW MANUAL OVERHEAD DOOR. COORDINATE RACK LOCATION WITH LIGHTING AND AS

NEEDED.

28'-3" ± 61'-9-3 4" ±

10'-4-14" ± 10'-3"±

OPTION ITEM#06 - BAY 3

NEW CASEWORK. PROVIDE TASK LIGHTING UNDER CABINETS. VIEW ELECTRICAL DRAWINGS

FOR ADDITIONAL INFORMATION.

1 1

2 2 2 2 2 2

2 2

2 2 2 2 2 2

4 EXISTING STRUCTURAL STEEL RIDGE & UPGRADES. SEE STRUCTURAL. PAINT.

2 2

NEW MANUAL ROOF VENT. OPTION ITEM #3. REFER TO SPECIFICATION FOR ADDITIONAL

INFORMATION.

14 14

NOTE: CONTRACTOR TO COORDINATE & VERIFY HEIGHT OF ALL GREENHOUSE EQUIPMENT TO

ENSURE EQUIPMENT DOES NOT INTERFERE WITH OTHER GREENHOUSE COMPONENTS.

MOUNTING HEIGHT AND EQUIPMENT LOCATION MAY VERY DEPENDING ON EQUIPMENT

MANUFACTURER, REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. DRAWING

DIMENSIONS ARE TO BE USED AS A REFERENCE ONLY. CONTRACTOR WILL NOTIFY

CONTRACTING OFFICER IF CHANGES OCCUR.

NOTE: POLYCARBONATE SYSTEM DETAILS ARE BASED ON A NEXUS SYSTEM. CONTRACTOR TO

COORDINATE SYSTEM INSTALLATION & DETAILS WITH EXISTING STRUCTURE & GREENHOUSE

MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. REFER TO SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

3/16" = 1'- 0"

BUILDING

NORTH

NEW 12 INCH TENSION RODS. SHADED LINES REPRESENT TENSION ROD LOCATION IF OPTION

ITEM #6 IS ACCEPTED. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION &

OPTIONS.

11 3

OPTION ITEM#03 - ROOF VENTS

JMD

CRM

JMD

A9.2

DOOR SCHEDULE

NOMINAL SIZE (W X H) TYPE MATERIALDOOR # FINISH MATERIAL MANUFACTURER

HARDWARE

GROUP

DOOR SCHEDULE

101.1

DOOR FRAME

FINISH FIRE RATING REMARKS

102.1

103.1

104.1

105.1

106.1

107.1

108.1

3'-0" X 7'-0"

8'-0" X 9'-0"

PAINT HOLLOW METAL REFER TO SPECIFICATION. HALF LITE TEMPERED GLASS.

REFER TO SPECIFICATION 131230. HALF LITE TEMPERED GLASS. OPTION ITEM 6. GENERAL

CONTRACTOR TO COORDINATE DOORS WITH GREENHOUSE SUPPLIER.

STEELCRAFT OR

APPROVED EQUAL

PAINT

ALUMINUM

HOLLOW METAL

INSULATED HM

GROUP-1

A2.1 : A9.1

1/2" = 1'0"

A3'-0" X 7'-0"

C3'-4" X 7'-0"

INSULATED HM

TYPE 'A' TYPE 'B' TYPE 'C'

OVERHEAD DOOR

1-1/2" = 1'0"A9.1 : A9.1

NEW 58" GYPSUM BOARD,

TAPED, FINISHED AND

PAINTED PER FINISH

SCHEDULE.

NEW R-13 BATT INSULATION

TO INFILL CAVITIES OF

EXISTING 2X4 FRAMING @ 16"

O.C.

NEW EXTERIOR SIDING REFER

TO EXTERIOR ELEVATIONS.

NEW 2X DOOR FRAMING.

EXISTING SHEATHING TO

REMAIN.

NEW 1" POLYISOCYANURATE.

NEW DOOR REFER TO

DOOR SCHEDULE.

NEW JAMB REFER TO

DOOR SCHEDULE.

NEW 58" GYPSUM BOARD,

TAPED, FINISHED AND

PAINTED PER FINISH

SCHEDULE.

NEW R-13 BATT INSULATION

TO INFILL CAVITIES OF

EXISTING 2X4 FRAMING @ 16"

O.C.

NEW EXTERIOR SIDING REFER

TO EXTERIOR ELEVATIONS.

NEW DOOR HEADER.

EXISTING SHEATHING TO

REMAIN.

NEW 1" POLYISOCYANURATE.

NEW JAMB REFER TO

DOOR SCHEDULE.

NEW 58" GYPSUM BOARD,

TAPED, FINISHED AND

PAINTED PER FINISH

SCHEDULE.

NEW SOUND BATT INSULATION

TO INFILL CAVITIES.

NEW DOOR FRAMING.

NEW DOOR REFER TO

DOOR SCHEDULE.

NEW JAMB REFER TO

DOOR SCHEDULE.

13 TYP. HEAD DETAIL12 TYP. JAMB DETAIL11 TYP. DOOR HEAD DETAIL

TYP. DOOR JAMB DETAIL TYP. DOOR HEAD DETAIL TYP. DOOR JAMB DETAIL

DOOR TYPES

NEW 58" GYPSUM BOARD,

TAPED, FINISHED AND

PAINTED PER FINISH

SCHEDULE.

NEW SOUND BATT INSULATION

TO INFILL CAVITIES.

NEW DOOR HEADER

NEW DOOR REFER TO

DOOR SCHEDULE.

NEW JAMB REFER TO

DOOR SCHEDULE.

1-1/2" = 1'0"A9.1 : A9.11-1/2" = 1'0"A9.1 : A9.11-1/2" = 1'0"A9.1 : A9.1

NEW DOOR

HEADER.

NEW 58" GYPSUM BOARD,

TAPED, FINISHED AND

PAINTED PER FINISH

SCHEDULE.

NEW 8MM

POLYCARBONATE PANEL

SYSTEM.

NEW DOOR REFER TO

DOOR SCHEDULE.

NEW JAMB REFER TO

DOOR SCHEDULE.

NEW 8MM

POLYCARBONATE PANEL

SYSTEM.

PROVIDE SUPPLEMENTAL

FRAMING/SUPPORT AS

REQUIRED.

NEW DOOR REFER TO

DOOR SCHEDULE.

NEW JAMB REFER TO

DOOR SCHEDULE.

TYPE 'D'

TYP. DOOR CASING DETAIL

A9.2 : A9.21/2" = 1'0"A2.1 : A9.1

PROVIDE LOCKING MANUAL HARDWEAR.MANUAL

REFER TO SPECIFICATION.GROUP-3

REFER TO SPECIFICATION.GROUP-2

REFER TO SPECIFICATION 131230. HALF LITE TEMPERED GLASS. GENERAL CONTRACTOR TO

COORDINATE DOORS WITH GREENHOUSE SUPPLIER.

GROUP-4

REFER TO SPECIFICATION 131230. HALF LITE. TEMPERED GLASS. GENERAL CONTRACTOR TO

COORDINATE DOORS WITH GREENHOUSE SUPPLIER.

GROUP-4

REFER TO SPECIFICATION 131230. HALF LITE TEMPERED GLASS. (WILL BE HARDWEAR GROUP-4 IF

OPTION 6 IS AWARDED). GENERAL CONTRACTOR TO COORDINATE DOORS WITH GREENHOUSE SUPPLIER.

GROUP-5

03.30.12

TECH. REVIEW:

DATE:

SHEET

39OFPKG3

MOSCOW GREENHOUSE PKG.

NO.

PKG1

PKG2

DESIGNED:

CADD:

SUB SHEET NO. TITLE OF SHEET

REVISIONS

www.aearchitects.com

ARCHITECTS

B I L L I N G S, M T 59101

FAX 4 0 6 . 2 4 8 . 2 4 2 7

PH 4 0 6 . 2 4 8 . 2 6 3 3

6 0 8 N O R T H 2 9 T H

H I S T O R I C

I N T E R I O R S

A R C H I T E C T U R E

P C

PROJECT No

FAX 4 0 6 . 7 2 1 . 1 8 8 7

222 N. HIGGINS

MISSOULA, M T 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

DRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

UNITED STATES DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN RESEARCH STATION

11081

00.00.00

C O N S T R U C T

N D O C U M E N T S

A & E ARCHITECTS P.C.

CHRISTOPHER R. MARTISON

IDAHO

MISSOULA

E C

I L

E C

CRA

I H

AIA

ETA

IF DA

AR-985227

STEELCRAFT OR

APPROVED EQUAL

STEELCRAFT OR

APPROVED EQUAL

STEELCRAFT OR

APPROVED EQUAL

STEELCRAFT OR

APPROVED EQUAL

STEELCRAFT OR

APPROVED EQUAL

STEELCRAFT OR

APPROVED EQUAL

STEELCRAFT OR

APPROVED EQUAL

ALUMINUM

NOTE: CAULK ALL INTERIOR AND EXTERIOR JOINTS AS REQUIRED. TYPICAL.

NOTE: ADJUST ALL FRAMES AS NECESSARY TO FIT WALL WIDTH. TYP.

NOTE: CONTRACTOR SHALL COORDINATE DOOR INSTALLATION REQUIREMENTS WITH

GREENHOUSE SUPPLIER.

PROVIDE SUPPLEMENTAL

FRAMING/SUPPORT AS

REQUIRED.

NEW 6 MIL VAPOR BARRIER.

NEW 6 MIL. VAPOR BARRIER.

EXTERIOR CASEMENT. REFER

TO CASEMENT DETAIL.

EXTERIOR CASEMENT. REFER

TO CASEMENT DETAIL.

1/2" = 1'0"

9.2

NEW DOOR REFER TO

DOOR SCHEDULE.

NEW FRP REFER TO FINISH

SCHEDULE.

9.2

File details come from the government source that posted it. Updated Nov 14, 2017.