Part5_2022200084_A1_Attachment A Drawings.pdf

PDF 24 MB Posted May 9, 2022

Attached to: CULTURAL RESOURCE INVENTORY AND SUBSOILING PROJECT
Solicitation number: S-62900-00003035
Issued by: Marion County, Oregon

About this file

Written by GovTribe AI · Mar 9, 2026

This is a set of architectural and engineering construction documents for the Quick Turn-Around (QTA) Facility located at Eugene Airport in Eugene, Oregon. The documents include comprehensive design drawings, specifications, and schedules prepared by RS&H, Inc., dated April 22, 2022, with project number 2241872008. The facility comprises multiple integrated components: a 2,650 gross square foot support building containing break room, restrooms, janitor's closet, communal workspace, shared storage, and electrical/communications room; a 2,577 gross square foot carwash building with two drive-through wash bays, one manual wash bay, and equipment room; a 4,700 square foot fueling and vacuum facility with three double-sided islands and six vehicle lanes; and 16 EV charging stations. The site encompasses 88,530 total square feet of paved area including 58,207 square feet of facility paved area and 27,569 square feet of truck access area, with 48 total parking spaces. The architectural drawings detail site plans, floor plans, roof plans, building sections, wall assemblies, exterior elevations, interior details, door and window schedules, and signage specifications. The mechanical systems include a VRF heat recovery system with outdoor unit ACCU-R01, multiple indoor units, energy recovery ventilation, inline exhaust fans, and hydronic piping. Plumbing systems comprise domestic water distribution, sanitary waste and vent piping, floor drains with trench drain systems in wash bays, fixtures including water closets, lavatories, mop sink, eyewash station, drinking fountain, and wall hydrants. Electrical systems provide power distribution, lighting, controls, and fire alarm integration throughout the facility.

The documentation reflects a fully developed design ready for construction bidding and permitting. All utility systems are specified with manufacturers, models, capacities, and performance ratings detailed in equipment schedules. The design accommodates specialized operational requirements including wash bay drainage to oil-water separators, freeze-protected hydrants and eyewash stations in outdoor areas, and control systems for exhaust fans responding to air quality monitoring. Building materials include metal panel cladding, CMU veneer, standing seam metal roofing, precast concrete hollow core planks in the carwash structure, and gypsum board interior finishes. The contract documents establish construction standards requiring compliance with 2019 Oregon Mechanical Specialty Code, International Building Code, Oregon Plumbing Code, and applicable local regulations. Foundation details show concrete footings and slabs with below-grade insulation, controlled joint spacing, and provisions for seismic restraint of mechanical and electrical equipment. The extensive specification notes throughout the drawings address coordination requirements between trades, field verification of dimensions before fabrication, vibration isolation installation, and adherence to manufacturers' installation recommendations for all equipment and systems.

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P O

R T

R O

A D

OLD AIRPORT ROAD

DETENTION

BOTTOM

12,911 SF

DETENTION

BOTTOM

4,020 SF

H Y

5' SIDEWALK AROUND

SUPPORT BUILDING

SEE LANDSCAPE DWGS.

REMOTE FUEL BOX, SEE CIVIL

CHAIN LINK TRASH ENCLOSURE W/

ROOF

BYPASS LANE

4,700 SQ. FT. FUELING AND VACUUM FACILITY.

THREE (3) DOUBLE-SIDED FUEL/VACUUM

ISLANDS. SIX (6) VEHICLE LANES

SITE ACCESS ROADWAY

IMPROVEMENTS REQUIRED

PROVIDE ONE-WAY 24' ACCESS WITH TRAFFIC

SPIKE SYSTEM AND SECURITY GATE WITH

ACCESS CONTROL

54' - 0"

22,370 SQ. FT

EV CHARGING STATIONS (16)

2,650 GROSS SQ. FT. SUPPORT

BUILDING

PERIMETER SECURITY FENCE SEE CIVIL

SEE LANDSCAPE DRAWING FOR SITE

LANDSCAPING WORK

PERIMETER SITE BOUNDARY

PROPOSED FUTURE WASH BAY FOOTPRINT

DETENTION AND SWALES

SEE CIVIL DRAWINGS

PROVIDE ONE-WAY 24' ACCESS WITH TRAFFIC

SPIKE SYSTEM AND SECURITY GATE WITH

ACCESS CONTROL

UNDERGROUND CARWASH EQUIPMENT

SEE CIVIL DRAWINGS

HYDRANT WITH LINE UNDERGROUND

SEE CIVIL DRAWINGS

2,577 GROSS SQ. FT. CAR WASH. TWO (2) DRIVE-

THROUGH WASH BAYS. ONE (1) MANUAL WASH

BAY AND ONE(1) EQUIPMENT ROOM. SPACE

PRESERVED FOR FUTURE THIRD WAS BAY AS

NEEDED.

(2) 10,000 GALLON FUEL TANKS ON CONCRETE PAD.

PROVIDE SECURITY FENCE, BOLLARDS, AND LIGHTING.

SEE CIVIL

A002

QTA FACILITY PAVED AREA: 58,207 SQ. FT.

QTA TRUCK ACCESS AREA: 27,569 SQ. FT.

TOTAL SITE PAVED AREA: 88,530 SQ. FT.

SUPPORT BUILDING AREA: 2,650 GR. SQ. FT.

WASH AREA: 2,577 GR. SQ. FT

FUELING/VACUUM FACILITY AREA: 4,700 GR. SQ. FT.

EV CHARGING-EQUIPPED PARKING: 16 SPACES

STANDARD ON-SITE PARKING: 31 SPACES

ACCESSIBLE PARKING: 1 SPACE

TOTAL SITE PARKING: 48 SPACES

SCALE: = 30'-0"

0 30 6030

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A001

ARCHITECTURAL SITE

PLAN

Copyright © 2022. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

EUGENE AIRPORT

SCALE: 1" = 30'-0"A001

1 ARCHITECTURAL SITE PLAN

KEY PLAN:

KEYNOTES

NO. DESCRIPTION DATE

10' - 1"

1/ 2"

A002

1' - 3" 1' - 3"

A002

9' - 8"

12' - 7"

12' - 0"

6' - 11 1/2"

13' - 8 1/2"

3' - 6 1/2"

3' - 2 1/2"

1:12

CHAIN LINK FENCE

AND GATE - SEE CIVIL

A002

CHAIN LINK FENCE

AND GATE - SEE CIVIL

HSS PURLIN, SEE STRUCTURAL

HSS BEAM, SEE STRUCTURAL

HSS COLUMN, SEE STRUCTURAL

SEE STRUCTURAL

STANDING SEAM METAL ROOF

PROVIDE 1/4 PLATE CAP AT

BOTH ENDS OF ALL BEAMS.

WELD ALL SIDES AND GRIND

FLUSH

A002

10' - 1"

17' - 2"

3' - 6 3/8"

CHAIN LINK FENCE

AND GATE - SEE CIVIL

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A002

SITE DETAILS

EUGENE AIRPORT

KEY PLAN:

CONSULTANT

SCALE: 1/4" = 1'-0"A002

1 FIRST FLOOR PLAN - TRASH ENCLOSURE

SCALE: 1/4" = 1'-0"A002

2 TRASH ENCLOSURE WEST ELEVATION

SCALE: 1/4" = 1'-0"A002

3 TRASH ENCLOSURE SECTION

SCALE: 1 1/2" = 1'-0"A002

4 PURLIN - BEAM - HSS CONNECTIONS, TYP

SCALE: 1/4" = 1'-0"A002

5 TRASH ENCLOSURE SOUTH ELEVATION

SCALE: 1 1/2" = 1'-0"A002

6 HSS SLAB CONNECTION

1 2 3

A301

A302

A301

4.1

A301

A311

A302

03 3000-B

2' - 0"

03 3000-G05 1200-B

03 3000-G

05 1200-B

07 6200-C

16' - 1 3/4" 50' - 2"

03 3000-B

A311

SIM.

A313

SIM.

06 1000-S

06 1000-S 06 1000-S 06 1000-S

06 1000-S

TYP

05 1200-B

06 1000-S

TYP.

FFE = 374.0 (SEE CIVIL)

SUPPORT BUILDING FLOOR = 0'-0" FFE = 373.5 (SEE CIVIL)

CAR WASH BUILDING FLOOR = -0'-6"

26 0000-G

26 0000-F

27 0000-E

22 0000-C

46' - 0"

19' - 4"

07 6200-C

26 0000-F

26 0000-F 27 0000-E

22 0000-R

07 6200-C

SEE STRUCTURAL

8" GAP FOR CMU WALL

CMU VENEER, SEE STRUCTURAL

1' - 4" GAP FOR CMU WALL AND

12' - 0"

3' - 4"

10' - 8" 8"

2' - 8"

12' - 0"

2' - 0" 8"

2' - 8"

12' - 0"

2' - 8"

8" 3'

3/ 4"

A342

A341

22 0000-C

32 1313-B

12' - 2" 7' - 2" 6" 8' - 4" 7' - 4" 7' - 2" 11' - 6" 19' - 3" 4' - 10 3/8"

12' - 1 1/2" 7' - 3" 16' - 1 1/2" 7' - 2 1/2" 7' - 5 1/2" 5' - 8 1/4"

120.00°

"03 3000-H

8' - 2"

9' - 2"

7 5/8"

SCALE: = 1'-0"

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A100

SLAB PLAN - SUPPORT

BUILDING AND

CARWASH

EUGENE AIRPORT

KEY PLAN:

SCALE: 1/8" = 1'-0"A100

1 SLAB PLAN - SUPPORT BUILDING AND CARWASH

KEYNOTES

5 FACE OF SLAB AT GRIDLINE, TYP THIS BUILDING, SEE

STRUCTURAL

KEYNOTE - SPECIFICATION

03 3000-B CONCRETE FOOTING, SEE STRUCTURAL

03 3000-G BLOCKOUT AROUND STEEL COLUMN

03 3000-H RECESS AREA 2 1/2" FOR TILE FLOOR

05 1200-B STEEL COLUMN, SEE STRUCTURAL

06 1000-S WOOD COLUMN, SEE STRUCTURAL

07 6200-C PRE-FINISHED GALVANIZED STEEL GUTTER AND

DOWNSPOUTS

22 0000-C FLOOR DRAIN, SEE PLUMBING

22 0000-R PIPING, SEE PLUMBING

26 0000-F CONDUIT - SEE ELECTRICAL, TYP

26 0000-G CONDUIT AND FOOTING OVERLAP - SEE ELECTRICAL AND

SEE STRUCTURAL

27 0000-E CONDUIT - SEE TECHNOLOGY

32 1313-B CONCRETE PAVING, SEE CIVIL

GENERAL NOTES - SLAB PLAN

A. REFERENCE PROJECT MANUAL, ARCHITECTURAL PLANS AND

STRUCTURAL DRAWINGS FOR LOCATIONS OF CONTROL AND

EXPANSION JOINTS.

B. STRUCTURAL FOUNDATIONS AND FOOTINGS SHOWN ONLY FOR

COORDINATION. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND

DETAILS.

C. COORDINATE LOCATION OF ALL UNDERSLAB UTILITIES WITH

ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, AND PLUMBING

PLANS.

T T

FEC

FEC FEC

A201

BREAK ROOM

UNISEX RR

JANITOR

COMMUNAL

WORKSPACE

SHARED STORAGE

COMM/ELECTRICAL

MANUAL WASH BAY

EQUIPMENT AND

VACUUM ROOM

CAR WASH BAY NO. 1

CAR WASH BAY NO. 2

102A

103A

104A

112A

2 3

A401

A301

A202

A302

111B

111A

112B

112C

111C

110A

16' - 1 3/4" 50' - 2"

46' - 0"

19' - 4"

COVERED

PATIO

A302

A301

3' - 8" 3' - 6" 4' - 8" 3' - 8" 3' - 6"

12' - 2" 7' - 2" 16' - 2" 7' - 2" 7' - 6"

TO OUTSIDE OF SEATHING @ 120 DEGREE CORNER

5' - 3 5/8"

4.1

101C

A301

6' - 1" 6' - 1" 3' - 6" 3' - 8"

12' - 2" 7' - 2" 8' - 10" 7' - 4" 7' - 2" 7' - 6" 4' - 0" 19' - 3" 4' - 5 3/4"

30.00°

2' - 0"

3/ 8"

27' - 8 3/4"

A302

A333

32 331332 3313

08 3323-A

HIGH

LOW

B B

A D

J J

A342

22 0000-C

32 4100-A

TYP.

32 9000-A32 9000-A

22 0000-G

12 3600-A

22 0000-U

A571

3' - 8" 3' - 6"

22 0000-S

1/ 2"

2' - 3"

8 3/8"

2' - 8"

12' - 0"

2' - 8"

12' - 0"

2' - 8"

11' - 4"

3' - 4"

12' - 0"

4' - 0"

8 3/8"

2' - 8"

12' - 0"

5' - 4"

12' - 0"

14' - 0"

3' - 4"

12' - 0"

4' - 0"

LOW

HIGH

EQ 7' - 0" EQ

E Q

GENERAL NOTES - DIM. PLANS

4" MIN

5" PREFERRED FO

3' - 0"

CLEAR IF DOOR HAS

1' - 0" (PUSH SIDE) MIN.

MIN. CLEAR

1' - 6" (PULL SIDE)

A. DOORS SHOWN ADJACENT TO A FLANKING WALL OR OTHER

FIXED OBSTRUCTION, SHALL BE LOCATED AS SHOWN ABOVE.

B. OTHER LOCATIONS SHALL BE ON CENTERLINE OF ROOM OR

AS SPECIFICALLY DIMENSIONED.

CLOSER AND LATCH

SCALE: 1/8" = 1'-0"A101

1 FIRST FLOOR PLAN - SUPPORT BUILDING AND CARWASH

SCALE: = 1'-0"

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A101

FIRST FLOOR PLAN -

SUPPORT BUILDING

AND CARWASH

EUGENE AIRPORT

KEY PLAN:

KEYNOTE - SPECIFICATION

08 3323-A OVERHEAD COILING DOORS

12 3600-A P-LAM BASE CABINET WITH SINK

22 0000-C FLOOR DRAIN, SEE PLUMBING

22 0000-G DRINKING FOUNTAIN, SEE MOUNTING HEIGHT SCHEDULE

22 0000-S FROST-FREE WALL HYDRANT, SEE PLUMBING

22 0000-U EYE WASH - SEE PLUMBING

32 4100-A BOLLARD, SEE CIVIL

32 9000-A SEE LANDSCAPE FOR WORK IN THIS AREA

KEYNOTES

6 VENDING MACHINES, OFOI

22 WALL OPENING AT MANUAL WASH BAY - NO COILING DOOR

32 3313 BICYCLE RACK

GENERAL NOTES - FLOOR PLANS

A. DIMENSIONS SHOWN ARE TO THE FACE OF STUD, CONCRETE OR

MASONRY UNLESS OTHERWISE NOTED. CONTACT THE ARCHITECT FOR

ANY ADDITIONAL DIMENSIONS REQUIRED TO LAY OUT THE WORK.

B. MASONRY DIMENSIONS ARE THE ACTUAL MASONRY UNIT SIZES UNLESS

OTHERWISE NOTED.

C. REFER TO WALL ASSEMBLY INFORMATION FOR WALL CONSTRUCTION

AND THICKNESS.

D. ALL WALLS, AND GYP. BD. CEILINGS IN WORK AREAS TO BE PAINTED.

E. ALL FIRE WALLS, FIRE FIRE PARTITIONS, AND SMOKE BARRIERS MUST

HAVE THE FOLLOWING NOTE: STENCIL OR PAINT IN 3” LETTERS ON EACH

SIDE OF FIRE/SMOKE BARRIER, AT EACH FLOOR “FIRE AND/OR SMOKE

BARRIER – PROTECT ALL OPENINGS”.

7 9

54' - 0"

A203

A303

5' - 0" 22' - 0" 22' - 0" 5' - 0"

F V

4' - 6"

13' - 6"

3' - 0" 3' - 0"

32 4100-A

07 6200-C

32 1313-C

1' - 0" TYP.

12 3100-A

SCALE: = 1'-0"

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A102

FIRST FLOOR PLAN -

FUEL AND VACUUM

CANOPY

EUGENE AIRPORT

KEY PLAN:

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

FIRST FLOOR PLAN - FUEL AND VACUUM CANOPY

KEYNOTE - SPECIFICATION

07 6200-C PRE-FINISHED GALVANIZED STEEL GUTTER AND

DOWNSPOUTS

12 3100-A METAL STORAGE CABINET, BOLTED TO CONCRETE ISLAND,

SEE CIVIL

32 1313-C CONCRETE ISLAND FOR VACUUM AND FUELING

EQUIPMENT, SEE CIVIL

32 4100-A BOLLARD, SEE CIVIL

KEYNOTES

10 STEEL COLUMN, PROVIDED BY CANOPY MFR

27 CONCRETE FUELING ACTIVITY AREA/PAD

29 PROVIDE COMPRESSED AIR AT EACH VACUUM STATION,

TYP - SEE MECHANICAL

A301

A302

A301

GWB 8' - 6" AFF

OPEN TO STRUCTURE

SLOPED GYP

SLOPED SOFFIT

A301

S2 8' - 0" AFFS2 8' - 0" AFF S2 8' - 0" AFF

S2 9' - 6" AFF S2 9' - 6" AFF

OVERFRAMED

WALL - SEE

SECTIONS

4.1

OPEN TO

ABOVE

ACT-1 8' - 6" AFF

HOLLOW CORE CONC.

10' - 8" AFFC1

HOLLOW CORE

CONC.

14' - 8" AFFC1

A301

A302

A601

U C

AL4'

U C

HOLLOW CORE

CONC.

14' - 8" AFFC1

HOLLOW CORE

CONC.

14' - 8" AFFC1

HOLLOW CORE CONC.

10' - 8" AFFC1

P4'

SLOPED SOFFIT

COILING

DOOR, TYP

SLOPED SOFFIT

A601

FIXTURE LEGEND

CEILING PLAN LEGEND & SHEET NOTES

2' x 4' LIGHT FIXTURE

1' x 4' LIGHT FIXTURE

4' PENDANT LIGHT FIXTURE

DOWNLIGHT RECESSED CAN LIGHT FIXTURE

2' x 2' SUPPLY AIR DIFFUSER

2' x 2' RETURN AIR GRILLE

CEILING TYPES LEGEND

GENERAL SHEET NOTES

1. DEVICES HAVE BEEN SHOWN FOR COORDINATION PURPOSES. SEE MECHANICAL,

ELECTRICAL, AND PLUMBING FOR ITEMS NOT SHOWN ON REFLECTED CEILING PLANS.

CONTACT THE ARCHITECT IF ANY CONFLICTS OCCUR.

2. ALL CEILING MOUNTED DEVICES MUST BE CENTERED IN BOTH DIRECTIONS IN

ACOUSTICAL CEILING PANELS U.N.O.

3. ALL NEW GYP. SOFFITS TO BE 5/8" TYPE "X" GYP, U.N.O.

4. PROVIDE 5/8" MOISTURE-RESISTANT GWB FOR CEILINGS IN LIEU OF TYPICAL GWB AT

ALL WET AREAS INCLUDING, BUT NOT LIMITED TO RESTROOMS, JANITOR CLOSETS AND

KITCHEN AREAS.

5. PROVIDE ACCESS PANELS AS REQUIRED FOR ACCESS TO PLUMBING VALUES AND

MECHANICAL DAMPER BALANCE CONTROLS. COORDINATE ALL LOCATIONS WITH

TRADES AND ARCHITECT, TYP. ALL ACCESS PANELS TO BE PAINTED TO MATCH

ADJACENT SURFACES.

2' x 4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEMACT

5/8" GWB ON METAL FRAMINGGWB

EXTERIOR METAL SOFFIT PANELS1

EXPOSED TO ABOVEEXP

HOLLOW CORE CONCRETEC1

EXTERIOR METAL SOFFIT PANELS2

EXTERIOR DOWNLIGHT WALL MOUNTED LIGHT FIXTURE

1' x 1' SUPPLY AIR DIFFUSER

1' x 1' RETURN AIR DIFFUSER

SCALE: = 1'-0"

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A111

FIRST FLOOR RCP -

SUPPORT BUILDING

AND CARWASH

EUGENE AIRPORT

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

FIRST FLOOR RCP - SUPPORT BUILDING AND CARWASH

KEY PLAN:

7 9

A303

5' - 0" 22' - 0" 22' - 0" 5' - 0"

54' - 0"

EDGE OF

ROOF ABOVE

26 0000-C

SCALE: = 1'-0"

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A112

FIRST FLOOR RCP -

FUEL AND VACUUM

CANOPY

EUGENE AIRPORT

KEY PLAN:

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

FIRST FLOOR RCP - FUEL AND VACUUM CANOPY

NO. DESCRIPTION DATE

KEYNOTES

15 VACUUM EQUIPMENT, SEE CIVIL

KEYNOTE - SPECIFICATION

26 0000-C LIGHT, SEE ELECTRICAL

A301

A302

A301

4.1

A301

A311

A302

EQ 4' - 0" 4' - 0" 4' - 0" EQ 6

A311

SIM.

EQ 4' - 0" EQ

4' - 0"

A312

SIM.

EQ4'

PANEL JOINT BELOW

07 5000-A07 5000-A

23 0000-A

23 0000-A23 0000-A

GENERAL SHEET NOTES

1. ALL EXTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF SHEATHING OR CONCRETE U.N.O.

2. ALL INTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF STUD U.N.O.

3. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON OVERALL FLOOR PLANS.

4. PROVIDE 5/8" WATER-RESISTANT GWB IN LIEU OF TYPICAL GWB AT ALL WET AREAS INCLUDING, BUT NOT LIMITED TO:

A. RESTROOMS

B. JANITOR CLOSETS

C. KITCHEN AREAS

5. EXTEND SMOKE BARRIER PARTITION WALLS TO BOTTOM OF UPPER FLOOR STRUCTURE.

6. FIELD VERIFY ALL DIMENSIONS, REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR

CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION.

7. SEAL ALL PENETRATIONS ON EXTERIOR WALLS.

8. ALL PLYWOOD TO BE FIRE TREATED, U.N.O.

9. DOOR FRAMES TO BE LOCATED 4" FROM CORNER OF WALL U.N.O.

SCALE: = 1'-0"

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A113

CLERESTORY PLAN -

SUPPORT BUILDING

AND CARWASH

EUGENE AIRPORT

SCALE: 1/8" = 1'-0"A113

1 CLERESTORY PLAN - SUPPORT BUILDING AND CARWASH

KEYNOTE - SPECIFICATION

07 5000-A TAPERED INSULATION ROOF CRICKET

23 0000-A HVAC UNIT, TYP. SEE MECHANICAL

KEYNOTES

24 OPEN TO BELOW

25 4'-0" WIDE BY 3'-0" HIGH SERVICE OPENING

EXITEXIT

GENERAL ROOF NOTES

1. ALL ROOF PENETRATIONS REQUIRED FOR INSTALLATION OF MECHANICAL UNITS, EQUIPMENT

CURBS, VENTS, ETC. MUST BE DONE PER MANUFACTURER'S RECOMMENDATIONS TO ENSURE

ALL WARRANTIES ARE MAINTAINED. PROVIDE FLASHING, COUNTERFLASHING, SEALANT, ETC. AS

REQUIRED TO PROVIDE WATERPROOF CONDITION, TYPICAL AT ALL ROOF PENETRATIONS.

A201

1 2 3

A301

A202

A302

A301

4.1

A301

A354

A302

A355

TYPICAL ROOF ASSEBLY AT METAL ROOFS:

• STANDING SEAM METAL ROOF

• HIGH TEMPERATURE SELF-ADHERED

MEMBRANE

• R-30 RIGID INSULATION

• VAPOR BARRIER

• WOOD DECK - SEE STRUCTURAL

• WOOD STRUCTURE - SEE STRUCTURAL

• FINISH WHERE OCCURS - SEE REFLECTED

CEILING PLAN

ROOF ASSEBLY AT MEMBRANE ROOF:

• MEMBRANE ROOFING

• 1/2" COVER BOARD

• TAPERED RIGID INSULATION TO FORM SLOPE SHOWN

• VAPOR BARRIER

• CONCRETE STRUCTURE - SEE STRUCTURAL

TYPICAL ROOF ASSEBLY AT WASH BAYS

METAL ROOFS:

• STANDING SEAM METAL ROOF

• HIGH TEMPERATURE SELF-ADHERED

MEMBRANE

• R-30 RIGID INSULATION

• VAPOR BARRIER

• WOOD DECK - SEE STRUCTURAL

• WOOD STRUCTURE - SEE STRUCTURAL

0.5 :1

07 6200-C

07 4113-A

07 6200-C

26 0000-E

07 4113-A

07 5000-A

07 5000-B

23 0000-A

SCALE: = 1'-0"

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A121

ROOF PLAN -

SUPPORT BUILDING

AND CARWASH

EUGENE AIRPORT

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

SUPPORT BUILDING AND CARWASH ROOF

KEY PLAN:

GENERAL ROOF NOTES

1. ALL ROOF PENETRATIONS REQUIRED FOR INSTALLATION OF MECHANICAL UNITS, EQUIPMENT

CURBS, VENTS, ETC. MUST BE DONE PER MANUFACTURER'S RECOMMENDATIONS TO ENSURE

ALL WARRANTIES ARE MAINTAINED. PROVIDE FLASHING, COUNTERFLASHING, SEALANT, ETC. AS

REQUIRED TO PROVIDE WATERPROOF CONDITION, TYPICAL AT ALL ROOF PENETRATIONS.

7 9

A203

A303

S O

U T

H C

A N

O P

Y O

V E

R A

N G

T H

C A

N O

P Y

A S

S E

M B

V E

R A

E N

G T

N O

R T

H C

A N

O P

Y O

V E

R A

E N

G T

CANOPY OVERALL WIDTH

54' - 0"

5' - 0" 22' - 0" 22' - 0" 5' - 0"

STANDING SEAM

METAL ROOF, TYP.

07 7100-A

07 7100-A 07 7100-B

07 7100-B

07 7100-A

07 7100-B

07 7100-A

SCALE: = 1'-0"

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A122

ROOF PLAN - FUEL

AND VACUUM CANOPY

EUGENE AIRPORT

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

FUEL AND VACUUM CANOPY ROOF

KEY PLAN:

SUPPORT BUILDING

FLOOR

0' - 0"

1 2 3

A301

T.O. CMU

3' - 4"

A301

07 4113-A 26 0000-E

07 6200-C

SUPPORT BUILDING

SOUTH TOP PLATE

12' - 2"

07 4113-A

EQEQ

26 0000-C

EQEQ

26 0000-C

26 0000-B SEE A202 FOR CAR WASH

BUILDING ELEVATIONS

T H

A T

T Y

22 0000-T10 1400-B 10 1400-B

T Y

P 2'

SUPPORT BUILDING

FLOOR

0' - 0"

A301

SUPPORT BUILDING

NORTH TOP PLATE

9' - 0"

T.O. CMU

3' - 4"

A301

23 0000-G

07 4113-A

05 1200-B

26 0000-A

EQEQ EQEQ

26 0000-C

32 3313 07 6200-C

07 6200-C

T H

A T

T Y

22 0000-T 26 0000-B

T Y

P 2'

10 1400-B 10 1400-B

W4 W4 W4 W4 W4 W4 W4

SUPPORT BUILDING

FLOOR

0' - 0"

A CB

T.O. CMU

3' - 4"

A301

12 9313-C

05 1200-B

07 6200-C

2:12

4:12

06 1000-L

SUPPORT BUILDING

SOUTH TOP PLATE

12' - 2"

EQ EQ

26 0000-C

07 4113-A

07 6200-C

05 1200-B

T H

A T

T Y

W5 W5

EXTERIOR MATERIAL LEGEND

CMU VENEER METAL CLADDING -

VERTICAL ORIENTATION

METAL CLADDING -

HORIZONTAL ORIENTATION

SUPPORT BUILDING

FLOOR

0' - 0"

T.O. CMU

3' - 4"

A302

26 0000-B

06 2000-J

07 6200-C

INTERIOR OF MANUAL CARWASH

SEE CAR WASH SECTIONS

07 6200-C07 6200-C

07 9000-A

MANUAL WASH CEILING

10' - 2"

SCALE: = 1'-0"

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A201

ELEVATIONS -

SUPPORT BUILDING

EUGENE AIRPORT

SCALE: 1/8" = 1'-0"A201

3 SUPPORT BUILDING SOUTH ELEVATION

SCALE: 1/8" = 1'-0"A201

1 SUPPORT BUILDING NORTH ELEVATION

SCALE: 1/8" = 1'-0"A201

2 SUPPORT BUILDING WEST ELEVATION

GENERAL NOTES - EXTERIOR ELEV.

A. REFER TO DOOR AND WINDOW SHEETS FOR EXTERIOR DOOR AND

WINDOW INFORMATION

B. REFER TO SHEET A6xx FOR EXTERIOR LOUVER ELEVATIONS AND

DETAILS

C. REFER TO CIVIL FOR LOCATION, SIZE, AND SPECIFICATIONS FOR ALL

FUELING AND WASH EQUIPMENT

D. REFER TO FLOOR PLANS FOR WINDOW AND DOOR LOCATION

DIMENSIONS

KEYNOTES

32 3313 BICYCLE RACK

KEYNOTE - SPECIFICATION

05 1200-B STEEL COLUMN, SEE STRUCTURAL

06 1000-L GLULAM BEAM, SEE STRUCTURAL

06 2000-J RIM JOIST AND BUILT UP FASCIA, SEE 4/A351, SEE

STRUCTURAL FOR RIM JOIST DETAILS, TYP.

07 4113-A STANDING SEAM METAL ROOF PANELS

07 6200-C PRE-FINISHED GALVANIZED STEEL GUTTER AND

DOWNSPOUTS

07 9000-A EXTERIOR WALL SEISMIC JOINT

10 1400-B SIGNAGE, SEE SIGNAGE PLAN

12 9313-C BICYCLE RACK

22 0000-T WALL HYDRANT WALL BOX, SEE PLUMBING

23 0000-G MECHANICAL LOUVER, SEE MECHANICAL AND SEE

ARCHITECTURAL LOUVER DETAILS

26 0000-A ELECTRICAL PANEL, SEE ELECTRICAL

26 0000-B ELECTRICAL OUTLET, SEE ELECTRICAL

26 0000-C LIGHT, SEE ELECTRICAL

26 0000-E PHOTOVOLTAIC PANEL ARRAY, SEE ELECTRICAL

SCALE: 1/8" = 1'-0"A201

4 SUPPORT BUILDING EAST ELEVATION

0' - 0"

A302

T Y

CARWASH HOLLOW

CORE CEILING

14' - 2"

T.O. CMU

3' - 4"

WASH BUILDING FLOOR

-0' - 6"

4.1

05 5100-H

06 2000-J

32 4100-A

07 6200-C

07 6200-B

A302

23 0000-A

07 6200-M

26 0000-C26 0000-C 26 0000-B

07 4113-A

23 0000-G23 0000-G

EQEQ

OPEN

23 0000-G

T H

A T

T Y

SUPPORT BUILDING AND

ROOF OUTLINE

EQEQEQEQ

MANUAL WASH CEILING

10' - 2"

A302

CARWASH HOLLOW

CORE CEILING

14' - 2"

4 5 6

WASH BUILDING FLOOR

-0' - 6"

OPEN

23 0000-G

07 4113-C4

A302

32 4100-A

EQ EQ EQ EQ

26 0000-C26 0000-C

23 0000-A

T Y

07 6200-M

SUPPORT BUILDING AND

ROOF OUTLINE

EQ EQ

T H

A T

T Y

EQ EQ

23 0000-G

CARWASH HOLLOW

CORE CEILING

14' - 2"

DG 1

A302

WASH BUILDING FLOOR

-0' - 6"

EQ EQ

26 0000-B

26 0000-C

07 6200-C 06 2000-J

07 6200-C

06 2000-J

07 4113-A 07 4113-A

T H

A T

T Y

P 14

EXTERIOR MATERIAL LEGEND

CMU VENEER METAL CLADDING -

VERTICAL ORIENTATION

METAL CLADDING -

HORIZONTAL ORIENTATION

D G

A302

WASH BUILDING FLOOR

-0' - 6"

INTERIOR OF MANUAL CARWASH

SEE CARWASH SECTIONS

06 2000-J

07 6200-C

32 4100-A

MANUAL WASH CEILING

10' - 2"

SCALE: = 1'-0"

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A202

ELEVATIONS -

CARWASH

EUGENE AIRPORT

SCALE: 1/8" = 1'-0"A202

3 NORTHEAST CARWASH ELEVATION

SCALE: 1/8" = 1'-0"A202

2 SOUTHWEST CARWASH ELEVATION

SCALE: 1/8" = 1'-0"A202

1 SOUTHEAST CARWASH ELEVATION

GENERAL NOTES - EXTERIOR ELEV.

A. REFER TO DOOR AND WINDOW SHEETS FOR EXTERIOR DOOR AND

WINDOW INFORMATION

B. REFER TO SHEET A6xx FOR EXTERIOR LOUVER ELEVATIONS AND

DETAILS

C. REFER TO CIVIL FOR LOCATION, SIZE, AND SPECIFICATIONS FOR ALL

FUELING AND WASH EQUIPMENT

D. REFER TO FLOOR PLANS FOR WINDOW AND DOOR LOCATION

DIMENSIONS

KEYNOTES

KEYNOTE - SPECIFICATION

05 5100-H ROOF ACCESS LADDER

06 2000-J RIM JOIST AND BUILT UP FASCIA, SEE 4/A351, SEE

STRUCTURAL FOR RIM JOIST DETAILS, TYP.

07 4113-A STANDING SEAM METAL ROOF PANELS

07 4113-C ROOF ASSEMBLY: STANDING SEAM METAL ROOF, SLIP

SHEET, 6" RIGID INSULATION, SHEATHING PER

STRUCTURAL, 2X12 JOISTS PERPENDICULAR TO SLOPE @

24" O.C., TYP THIS BUILDING

07 6200-B PRECOATED SHEET METAL FLASHING

07 6200-C PRE-FINISHED GALVANIZED STEEL GUTTER AND

DOWNSPOUTS

07 6200-M SHEET METAL SCUPPER

23 0000-A HVAC UNIT, TYP. SEE MECHANICAL

23 0000-G MECHANICAL LOUVER, SEE MECHANICAL AND SEE

ARCHITECTURAL LOUVER DETAILS

26 0000-B ELECTRICAL OUTLET, SEE ELECTRICAL

26 0000-C LIGHT, SEE ELECTRICAL

32 4100-A BOLLARD, SEE CIVIL

SCALE: 1/8" = 1'-0"A202

4 NORTHWEST CARWASH ELEVATION

IL 2

A303

MINIMUM HEIGHT CLEARANCE

13' - 6"

1:12 1:12

07 6200-C

32 4100-A

32 1313-C 32 1313-C 32 1313-C

32 4100-A 32 4100-A

GRADE

SEE CIVIL

07 6200-C

79 1

A303

54' - 0"

MINIMUM HEIGHT CLEARANCE

13' - 6"

GRADE

SEE CIVIL

12 3100-A

32 4100-A

32 1313-C

TYP.

5' - 0"

I L

A303

OVERALL ROOF LENGTH

52' - 4"

OVERALL ROOF LENGTH

57' - 0" J K

MINIMUM HEIGHT CLEARANCE

13' - 6"

07 6200-C

GRADE

SEE CIVIL

32 1313-C

32 4100-A

1:12

07 6200-C

7 9

A3038

MINIMUM HEIGHT CLEARANCE

13' - 6"

GRADE

SEE CIVIL

32 1313-C

32 4100-A

12 3100-A

07 6200-C

SCALE: = 1'-0"

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A203

ELEVATIONS - FUEL

AND VACUUM CANOPY

EUGENE AIRPORT

SCALE: 1/8" = 1'-0"A203

2 FUEL AND VACUUM CANOPY- EAST ELEVATION

SCALE: 1/8" = 1'-0"A203

4 FUEL AND VACUUM CANOPY- NORTH ELEVATION

SCALE: 1/8" = 1'-0"A203

1 FUEL AND VACUUM CANOPY- WEST ELEVATION

SCALE: 1/8" = 1'-0"A203

3 FUEL AND VACUUM CANOPY- SOUTH ELEVATION

GENERAL NOTES - EXTERIOR ELEV.

A. REFER TO DOOR AND WINDOW SHEETS FOR EXTERIOR DOOR AND

WINDOW INFORMATION

B. REFER TO SHEET A6xx FOR EXTERIOR LOUVER ELEVATIONS AND

DETAILS

C. REFER TO CIVIL FOR LOCATION, SIZE, AND SPECIFICATIONS FOR ALL

FUELING AND WASH EQUIPMENT

D. REFER TO FLOOR PLANS FOR WINDOW AND DOOR LOCATION

DIMENSIONS

KEYNOTES

9 INSTALL FUELING AND VACUUM EQUIPMENT IN CONCRETE

ISLAND, TYP., SEE CIVIL

10 STEEL COLUMN, PROVIDED BY CANOPY MFR

11 STEEL WIDE FLANGE BEAM, PROVIDED BY CANOPY MFR

12 STANDING SEAM ROOF, PROVIDED BY CANOPY MFR

13 STEEL WIDE FLANGE RAFTER, PROVIDED BY CANOPY MFR

14 FUELING EQUIPMENT, SEE CIVIL

15 VACUUM EQUIPMENT, SEE CIVIL

16 CELLULAR DECKING, PROVIDED BY CANOPY MFR

KEYNOTE - SPECIFICATION

07 6200-C PRE-FINISHED GALVANIZED STEEL GUTTER AND

DOWNSPOUTS

12 3100-A METAL STORAGE CABINET, BOLTED TO CONCRETE ISLAND,

SEE CIVIL

32 1313-C CONCRETE ISLAND FOR VACUUM AND FUELING

EQUIPMENT, SEE CIVIL

32 4100-A BOLLARD, SEE CIVIL

0' - 0"

A C

SUPPORT BUILDING

NORTH TOP PLATE

9' - 0"

A301

A311

SUPPORT BUILDING

SOUTH TOP PLATE

12' - 2"

A311

BREAK ROOM

SUPPORT BUILDING

FLOOR

0' - 0"

A C

SUPPORT BUILDING

NORTH TOP PLATE

9' - 0"

A301

COMM/ELECTRICAL

A311

SUPPORT BUILDING

SOUTH TOP PLATE

12' - 2"

A311

SIM.

SUPPORT BUILDING

FLOOR

0' - 0"

A C

SUPPORT BUILDING

NORTH TOP PLATE

9' - 0"

4:12

A301

2:12

A311

SUPPORT BUILDING

SOUTH TOP PLATE

12' - 2"

A311

COMMUNAL

WORKSPACE

JANITOR

UNISEX RR

23 0000-F

26 0000-C

23 0000-F

SUPPORT BUILDING

FLOOR

0' - 0"

A C

SUPPORT BUILDING

NORTH TOP PLATE

9' - 0"

T.O. DOORS

7' - 4"

T.O. CMU

3' - 4"

A301

SUPPORT BUILDING

SOUTH TOP PLATE

12' - 2"

A312

A353

SIM.

SUPPORT BUILDING

FLOOR

0' - 0"

1 2 3

A301

WASH BUILDING FLOOR

-0' - 6"

A311

A313

SIM.

BREAK ROOM

COMMUNAL

WORKSPACE

SHARED STORAGE

COMM/ELECTRICAL

S E

E M

E C

23 0000-F23 0000-F

A301

A311

A352

COMM/ELECTRICAL

SHARED STORAGE

106 UNISEX RR

BREAK ROOM

A313

SIM.

SCALE: = 1'-0"

0 4 84

1/4"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A301

BUILDING SECTIONS -

SUPPORT BUILDING

EUGENE AIRPORT

SCALE: 1/8" = 1'-0"A301

3 TRANSVERSE SECTION THROUGH BREAKROOM

SCALE: 1/8" = 1'-0"A301

6 TRANSVERSE SECTION THROUGH COMMM/ELECTRICAL ROOM

SCALE: 1/8" = 1'-0"A301

5 TRANSVERSE SECTION THROUGH RESTROOMS

SCALE: 1/8" = 1'-0"A301

2 TRANSVERSE SECTION THROUGH OUTDOOR PATIO

SCALE: 1/8" = 1'-0"A301

1 LONGITUDINAL SECTION - SUPPORTING BUILDING LOOKING NORTH

SCALE: 1/8" = 1'-0"A301

4 LONGITUDINAL SECTION - SUPPORT BUILDING LOOKING SOUTH

KEYNOTES

KEYNOTE - SPECIFICATION

23 0000-F DUCTWORK, SEE MECHANICAL

26 0000-C LIGHT, SEE ELECTRICAL

KEY PLAN:

D G

A302

WASH BUILDING FLOOR

-0' - 6"

05 5100-H

32 4100-A

22 0000-Q

0.5:120.5:12

2:12

4:12

A313

A354

MANUAL WASH BAY

23 0000-A

A312

SIM.

12" MAX

MANUAL WASH CEILING

10' - 2"

CARWASH HOLLOW

CORE CEILING

14' - 2"

D G

A302

WASH BUILDING FLOOR

-0' - 6"

A314

SIM.

A314

SIM.

CAR WASH BAY NO. 2

112 14

A302

CARWASH HOLLOW

CORE CEILING

14' - 2"

WASH BUILDING FLOOR

-0' - 6"

4.1

A302

CAR WASH BAY NO. 2

CAR WASH BAY NO. 1

EQUIPMENT AND

VACUUM ROOM

MANUAL WASH BAY

A314

A313

SIM.

A313

SIM.

A314

MANUAL WASH CEILING

10' - 2"

CARWASH HOLLOW

CORE CEILING

14' - 2"

D G

A302

WASH BUILDING FLOOR

-0' - 6"

EQUIPMENT AND

VACUUM ROOM

2' - 0" 2' - 0"

A314

SIM.

A314

SIM.

WIDTH

PANEL

SCALE: = 1'-0"

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A302

BUILDING SECTIONS -

CARWASH

EUGENE AIRPORT

SCALE: 1/8" = 1'-0"A302

2 MANUAL WASH BAY BUILDING SECTION

SCALE: 1/8" = 1'-0"A302

3 CARWASH BAY BUILDING SECTION

SCALE: 1/8" = 1'-0"A302

1 LONGITUDINAL SECTION THROUGH WASH BUILDING LOOKING SOUTH

SCALE: 1/8" = 1'-0"A302

4 CROSS SECTION THROUGH EQUIPMENT ROOMS - WASH BUILDING

KEYNOTES

2 INSTALL SLOPED RIGID INSULATION TO PROVIDE

ADEQUATE SLOPE FOR MEMBRANE ROOFING. CONFIRM

SLOPE REQUIREMENTS WITH MEMBRANE MANUFACTURER

18 TURN MEMBRANE ROOF UP ADJACENT WALLS AND

TERMINATE WITH SURFACE APPLIED REGLET, SEE

SECTION

19 BLOCK OUT OVERSIZED HOLES FOR WASH EQUIPMENT AS

SHOWN, SEE EQUIPMENT PLANS AND SEE CIVIL

20 PROVIDE GAP IN HOLLOW CORE CEILING PANELS FOR

ATTIC ACCESS, SEE STRUCTURAL AND SEE RCP

KEYNOTE - SPECIFICATION

05 5100-H ROOF ACCESS LADDER

22 0000-Q EMERGENCY EYE WASH AND SHOWER - SEE PLUMBING

23 0000-A HVAC UNIT, TYP. SEE MECHANICAL

32 4100-A BOLLARD, SEE CIVIL

KEY PLAN:

I L

A303

J K

MIN HEIGHT CLEARANCE

13' - 6" ABOVE PAVEMENT

GRADE

SEE CIVIL

12 3100-A

EDGE OF STEEL

15' - 0" TO

EDGE OF STEEL

1' - 6" TO

EDGE OF STEEL

6' - 8 1/2" TO

EDGE OF STEEL

14' - 5 1/2" TO

32 1200-A S E

E C

07 6200-C

1:12

TOP OF ISLAND

SEE CIVIL

A303

GRADE

SEE CIVIL

12 3100-A

1432 4100-A

15 15

32 1313-C

TYP.

2' - 6"

TYP.

5' - 0"

UPPER CANOPY, BEYOND

MINIMUM HEIGHT CLEARANCE

13' - 6" ABOVE PAVING

TOP OF ISLAND

SEE CIVIL

SCALE: = 1'-0"

0 4 84

1/4"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

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CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A303

BUILDING SECTIONS -

FUEL AND VACUUM

CANOPY

EUGENE AIRPORT

SCALE: 1/4" = 1'-0"A303

1 FUEL AND VACUUM CANOPY LOOKING EAST

SCALE: 1/4" = 1'-0"A303

2 FUEL AND VACUUM CANOPY LOOKING SOUTH

KEYNOTES

3 CANOPY FOUNDATION BY CANOPY MFR

10 STEEL COLUMN, PROVIDED BY CANOPY MFR

11 STEEL WIDE FLANGE BEAM, PROVIDED BY CANOPY MFR

12 STANDING SEAM ROOF, PROVIDED BY CANOPY MFR

13 STEEL WIDE FLANGE RAFTER, PROVIDED BY CANOPY MFR

14 FUELING EQUIPMENT, SEE CIVIL

15 VACUUM EQUIPMENT, SEE CIVIL

16 CELLULAR DECKING, PROVIDED BY CANOPY MFR

KEYNOTE - SPECIFICATION

07 6200-C PRE-FINISHED GALVANIZED STEEL GUTTER AND

DOWNSPOUTS

12 3100-A METAL STORAGE CABINET, BOLTED TO CONCRETE ISLAND,

SEE CIVIL

32 1200-A ASPHALT PAVING - SEE CIVIL

32 1313-C CONCRETE ISLAND FOR VACUUM AND FUELING

EQUIPMENT, SEE CIVIL

32 4100-A BOLLARD, SEE CIVIL

KEY PLAN:

0' - 0"

SUPPORT BUILDING

NORTH TOP PLATE

9' - 0"

08 1113-C

A352

A351

SIM.

A341

HIGH TOP PLATE

15' - 2"

SUPPORT BUILDING

FLOOR

0' - 0"

T.O. CMU

3' - 4"

09 2116-B

07 4293-A

06 1000-M

26 0000-E

SUPPORT BUILDING

SOUTH TOP PLATE

12' - 2"

WALL ASSEMBLY, PER PLAN

A352

SIM.

TYP.

5' - 0"

A351

A632

A341

WALL ASSEMBLY, PER PLAN

08 4313-A

06 1000-K

32 1313-A

SUPPORT BUILDING

FLOOR

0' - 0"

CEILING PER RCP

26 0000-C

GYP BD ON SLOPED

2X4 @ 16" O.C.

T .O

. T O

P P

A351

A352

T.O GLULAM

T.O. GLULAM

SUPPORT BUILDING

FLOOR

0' - 0"

A352

WALL ASSEMBLY, PER PLAN

SUPPORT BUILDING

FLOOR

0' - 0"

A352

WALL ASSEMBLY, PER PLAN

B A351

06 1000-L

WALL ASSEMBLY, PER PLAN

SCALE: = 1'-0"

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

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F a c ili ty /2

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CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A311

WALL SECTIONS -

SUPPORT BUILDING

EUGENE AIRPORT

SCALE: 1/2" = 1'-0"A311

5 WALL SECTION AT RECESSED DOOR TO ELECTRICAL ROOM

SCALE: 1/2" = 1'-0"A311

1 WALL SECTION AT TYPICAL EXTERIOR WALL

SCALE: 1/2" = 1'-0"A311

3 WALL SECTION AT CLERESTORY WINDOW WALL

SCALE: 1/2" = 1'-0"A311

2 WALL SECTION - INTERIOR SHEAR WALL

SCALE: 1/2" = 1'-0"A311

4 WALL SECTION AT INTERIOR NON STRUCTURAL WALL

SCALE: 1/2" = 1'-0"A311

6 WALL SECTION AT RIDGE AT HIGH ROOF

KEYNOTES

4 WALL ASSEMBLY, PER PLAN

KEYNOTE - SPECIFICATION

06 1000-K I-JOISTS, SEE STRUCTURAL

06 1000-L GLULAM BEAM, SEE STRUCTURAL

06 1000-M OUTRIGGER, SEE STRUCTURAL

07 4293-A METAL SOFFIT

08 1113-C HOLLOW METAL DOOR AND FRAME

08 4313-A ALUMINUM STOREFRONT SYSTEM

09 2116-B GYP BOARD

26 0000-C LIGHT, SEE ELECTRICAL

26 0000-E PHOTOVOLTAIC PANEL ARRAY, SEE ELECTRICAL

32 1313-A CONCRETE SIDEWALK, SEE CIVIL

0' - 0"

A352

SIM.

A352

A351

SUPPORT BUILDING

FLOOR

0' - 0"

A352

SIM.

03 3000-B

05 1200-B

32 1313-A

SUPPORT BUILDING

FLOOR

0' - 0"

T.O. CMU

3' - 4"

A353

A341

A353

SIM.

A353

SIM.

A353

SCALE: = 1'-0"

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

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.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A312

WALL SECTIONS -

SUPPORT BUILDING

EUGENE AIRPORT

KEY PLAN:

SCALE: 1/2" = 1'-0"A312

1 WALL SECTION @ CHANGE IN ROOF HEIGHT

SCALE: 1/2" = 1'-0"A312

3 WALL SECTION AT EXTERIOR CANOPY

SCALE: 1/2" = 1'-0"A312

4 WALL SECTION - WEST WALL SUPPORT BUILDING

SCALE: 1" = 1'-0"A312

2 SECTION @ SPLIT ROOF IN PATIO

KEYNOTES

23 PLANTER BED, SEE LANDSCAPE

KEYNOTE - SPECIFICATION

03 3000-B CONCRETE FOOTING, SEE STRUCTURAL

05 1200-B STEEL COLUMN, SEE STRUCTURAL

32 1313-A CONCRETE SIDEWALK, SEE CIVIL

0' - 0"

WASH BUILDING FLOOR

-0' - 6"

SEISMIC GAP

3" CLEAR FOR

A354

A341

MANUAL WASH CEILING

10' - 2"

CARWASH HOLLOW

CORE CEILING

14' - 2"

WASH BUILDING FLOOR

-0' - 6"

03 4113-A

06 1000-E

A354

SIM.

A354

SIM.

A342

MANUAL WASH CEILING

10' - 2"

WASH BUILDING FLOOR

-0' - 6"

O P

E N

A355

08 3323-A

32 1313-AA342

SIM.

MANUAL WASH CEILING

10' - 2"

33 4600-A

SCALE: = 1'-0"

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

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F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A313

WALL SECTIONS -

CARWASH

EUGENE AIRPORT

KEY PLAN:

CONSULTANT

SCALE: 1/2" = 1'-0"A313

3 WALL SECTION AT SEISMIC GAP

SCALE: 1/2" = 1'-0"A313

2 WALL SECTION AT MANUAL WASH AND EQUIPMENT ROOM

SCALE: 1/2" = 1'-0"A313

1 WALL SECTION AT OPENING - MANUAL WASH BAY

KEYNOTES

KEYNOTE - SPECIFICATION

03 4113-A PRECAST CONCRETE HOLLOW CORE PLANK PANELS WITH

3" TOPPING SLAB, SEE STRUCTURAL

06 1000-E 2X12 JOISTS, SEE STRUCTURAL

08 3323-A OVERHEAD COILING DOORS

32 1313-A CONCRETE SIDEWALK, SEE CIVIL

33 4600-A STORM DRAINAGE MANHOLES, FRAMES AND COVERS

CARWASH HOLLOW

CORE CEILING

14' - 2"

WASH BUILDING FLOOR

-0' - 6"

A352

SIM.

A354

SIM.

A351

SIM.

A342

SIM.

TYP

5' - 0"

A352

SIM.

CARWASH HOLLOW

CORE CEILING

14' - 2"

WASH BUILDING FLOOR

-0' - 6"

06 1000-E

03 4113-A

03 3000-A

03 3000-B

WALL ASSEMBLY, PER PLAN

05 5000-I

CARWASH HOLLOW

CORE CEILING

14' - 2"

WASH BUILDING FLOOR

-0' - 6"

32 1313-B

06 1000-E

03 4113-A

O P

E N

TYP

5' - 0"

A602

A351

SIM.

A354

SIM.

A355

A352

SIM.

A342

CARWASH HOLLOW

CORE CEILING

14' - 2"

07 9200-G

03 4113-A

A314

A352

SIM.

06 1000-E

06 1000-M

A351

SIM.

ATTIC

CARWASH HOLLOW

CORE CEILING

14' - 2"

WASH BUILDING FLOOR

-0' - 6"

A354

A342

A352

SIM.

SCALE: = 1'-0"

0 2 42

1/2"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

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F a c ili ty /2

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CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A314

WALL SECTIONS -

CARWASH

EUGENE AIRPORT

KEY PLAN:

CONSULTANT

SCALE: 1/2" = 1'-0"A314

1 EXTERIOR CMU WALL

SCALE: 1/2" = 1'-0"A314

4 WALL SECTION AT INTERIOR WALL AT CARWASH

SCALE: 1/2" = 1'-0"A314

5 WALL SECTION AT CARWASH GARAGE DOOR

SCALE: 1/2" = 1'-0"A314

2 SPLIT ROOF - CARWASH

SCALE: 1/2" = 1'-0"A314

3 RAKE AT CARWASH

KEYNOTE - SPECIFICATION

03 3000-A CONCRETE SLAB, SEE STRUCTURAL

03 3000-B CONCRETE FOOTING, SEE STRUCTURAL

03 4113-A PRECAST CONCRETE HOLLOW CORE PLANK PANELS WITH

3" TOPPING SLAB, SEE STRUCTURAL

05 5000-I CLIP AND ANCHOR BOLT, SEE STRUCTURAL, TYP.

06 1000-E 2X12 JOISTS, SEE STRUCTURAL

06 1000-M OUTRIGGER, SEE STRUCTURAL

07 9200-G OIL-BASED EPOXY IN CEILING JOINTS

32 1313-B CONCRETE PAVING, SEE CIVIL

EXTERIOR

CMU WALL, SEE STRUCTURAL

WEATHER BARRIER SYSTEM

R-10.5 CONTINUOUS MINERAL

FIBERBOARD WALL INSULATION

S E

E S

T R

U C

T R

U A

1' - 4"

CMU, 4" VENEER

VENEER TIE

S E

E S

T R

U C

T U

R A

EXTERIOR

PLYWOOD SHEATHING, 1/2"

WEATHER BARRIER SYSTEM

R-4.2 CONTINUOUS MINERAL FIBERBOARD

WALL INSULATION

VENEER TIE

VAPOR RETARDER

1' - 1 1/4"

5/8" GYP BOARD

SEAL ALL FASTENER PENETRATIONS

THROUGH AIR BARRIER, TYP.

CMU, 4" VENEER

EXTERIOR

PLYWOOD SHEATHING, 1/2"

WEATHER BARRIER SYSTEM

R-4.2 CONTINUOUS MINERAL FIBERBOARD

WALL INSULATION

5/8" GYP BOARD

VAPOR RETARDER

9 5/8"

BATT INSULATION,

MINERAL FIBER

S E

E S

T R

U C

T U

R A

1X4 WOOD FURRING @ 16" O.C.

METAL WALL PANELS

CMU WALL, SEE STRUCTURAL

WEATHER BARRIER SYSTEM

R-10.5 CONTINUOUS MINERAL

FIBERBOARD WALL INSULATION

7/8" METAL HAT CHANNELS @ 16" O.C.

EXTERIOR

1X4 WOOD FURRING @ 16" O.C.

EXTERIOR

PLYWOOD SHEATHING, 1/2"

WEATHER BARRIER SYSTEM

R-4.2 CONTINUOUS MINERAL FIBERBOARD

WALL INSULATION

WEATHER BARRIER ASSEMBLY, WRAP

INTO OPENING

5/8" GYP BOARD

VAPOR RETARDER

BATT INSULATION,

MINERAL FIBER

1X4 WOOD FURRING @ 16" O.C.

7/8" METAL HAT CHANNELS @ 16" O.C.

METAL WALL PANELS

CMU WALL, SEE STRUCTURAL

WEATHER BARRIER SYSTEM

R-10.5 CONTINUOUS MINERAL

FIBERBOARD WALL INSULATION

EXTERIOR

1X4 WOOD FURRING @

16" O.C.

METAL WALL PANELS

EXTERIOR

WEATHER BARRIER SYSTEM

R-10.5 CONTINUOUS MINERAL

FIBERBOARD WALL INSULATION

5/8" GYP BOARD

VAPOR RETARDER

11 1/8"

1X4 WOOD FURRING @

16" O.C.

PLYWOOD

SHEATHING, SEE

STRUCTURAL

BATT INSULATION,

MINERAL FIBER

SCALE: = 1'-0"

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A331

PLAN DETAILS

EUGENE AIRPORT

SCALE: 1 1/2" = 1'-0"A331

6 TYPE F - CMU VENEER AT CMU WALL

SCALE: 1 1/2" = 1'-0"A331

1 TYPE D - CMU VENEER AT WOOD WALL

SCALE: 1 1/2" = 1'-0"A331

TYPE A - HORIZONTAL METAL PANEL

AT WOOD WALL

SCALE: 1 1/2" = 1'-0"A331

7 TYPE E - VERTCAL METAL PANEL AT CMU

SCALE: 1 1/2" = 1'-0"A331

TYPE B - VERTICAL METAL PANEL

AT WOOD WALL

SCALE: 1 1/2" = 1'-0"A331

8 HORIZONTAL METAL WALL PANEL AT CMU

SCALE: 1 1/2" = 1'-0"A331

HORIZONTAL METAL WALL PANEL

AT WOOD WALL

WALL ASSEMBLY PER PLAN

RIVET AND SEALANT

METAL AND FOAM CLOSURE SET IN SEALANT

INSIDE CORNER FLASHING

RIVET AND SEALANT

Z FLASHING

RIVET AND SEALANT

WALL ASSEMBLY PER PLAN

METAL AND FOAM CLOSURE SET IN SEALANT

RIVET AND SEALANT

OUTSIDE CORNER FLASHING

ABUTTING SURFACE

EXTERIOR

WALL ASSEMBLY PER PLAN

Z FLASHING

END WALL FLASHING

EXTEND WEATHER AND AIR BARRIER

SEALANT

RIVET AND SEALANT

RIVETS AS REQUIRED

SPLICE PLATE INSTALLED

UNDER PANEL

BUTYL SEAL BEHIND

PANEL (TYP) & TOP OF

PLATE 1' - 0

BETWEEN PANELS

1/8" +/- SPACE

FINISHED SURFACE

SPLICE PLATE INSTALLED

UNDER PANEL

12" NOMINAL COVERAGE

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A332

PLAN DETAILS

EUGENE AIRPORT

KEY PLAN:

CONSULTANT

SCALE: 3" = 1'-0"A332

1 METAL PANEL AT INSIDE CORNER - PLAN DETAIL

SCALE: 3" = 1'-0"A332

2 METAL PANEL AT OUTSIDE CORNER

SCALE: 3" = 1'-0"A332

3 METAL WALL PANEL AT CMU - PLAN EDGE DETAIL

NO. DESCRIPTION DATE

SCALE: 3" = 1'-0"A332

4 METAL WALL PANEL SPLICE PLATE ASSEMBLY

4.1

1' - 2 1/8"

10 3/4"

WALL ASSEMBLY PER PLAN

EXTERIOR WALL

SEISMIC JOINT

JOINT BACKING AND

SEALANT

GALVANIZED STEEL

ANGLEWOOD COLUMN, SEE STRUCTURAL

WALL ASSEMBLY PER PLAN

ALTERNATE COURSING

4.1

WOOD COLUMN, SEE

STRUCTURAL

60.00°

9 1/2"

1' - 0 5/8"

60.00°

WALL ASSEMBLY PER PLAN

GALVANIZED STEEL ANGLE

WALL ASSEMBLY PER PLAN

EXTERIOR WALL

SEISMIC JOINT

JOINT BACKING AND

SEALANT

ALTERNATE COURSING

WALL ASSEMBLY PER PLAN

SEE 3/A332 FOR SIM. EDGE DETAIL

4" CMU 'L' VENEER

EXTERIOR WALL

SEISMIC JOINT

WALL ASSEMBLY PER PLAN

SEE 2/A332 FOR SIM. OUTSIDE CORNER

METAL WALL PANEL FLASHING

CMU WAINSCOT BELOW

WALL ASSEMBLY PER PLAN

GALVANIZED STEEL ANGLE

WALL ASSEMBLY PER PLAN

CMU WAINSCOT VENEER BELOW

CMU WALL, SEE STRUCTURAL

EXTERIOR WALL SEISMIC JOINT

WALL ASSEMBLY PER PLAN

WOOD COLUMN, SEE STRUCTURAL

SEE 2/A332 FOR SIM. OUSIDE CORNER

METAL WALL PANEL FLASHING

GALVANIZED STEEL ANGLE

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A333

PLAN DETAILS

EUGENE AIRPORT

SCALE: 1 1/2" = 1'-0"A333

CMU VENEER OBTUSE OUTSIDE CORNER

@ SEISMIC JOINT

SCALE: 1 1/2" = 1'-0"A333

CMU VENEER ACUTE OUTSIDE CORNER

@ SEISMIC JOINT

SCALE: 1 1/2" = 1'-0"A333

5 MANUAL WASH BAY TO WASH BUILDING INTERSECTION

SCALE: 1 1/2" = 1'-0"A333

METAL WALL PANEL - ACUTE OUTSIDE CORNER

@ SEISMIC JOINT

SCALE: 1 1/2" = 1'-0"A333

METAL WALL PANEL OBTUSE OUTSIDE CORNER

@ SEISMIC JOINT

FILL AIR SPACE WITH

MORTAR MIX BELOW

FINISHED FLOOR LEVEL @

CMU VENEER

PROVIDE WEEPS AT EACH BLOCK

SUPPORT BUILDING FLOOR

0' - 0"

WEATHER BARRIER SYSTEM

VENEER TIE

CONCRETE FOOTING, SEE STRUCTURAL

CONCRETE SLAB, SEE STRUCTURAL

SEAL ALL FASTENER PENETRATIONS

THROUGH AIR BARRIER, TYP.

R-15 XPS INSULATION

AT BELOW GRADE

LOCATIONS, TYPICAL

SET FLASHING IN APPROVED SEALANT

EXTERIOR PAVING

A341

TYP

MASONRY MORTAR CONTROL

COMPRESSION FILLER STRIP

FOOTING DRAIN, TYP.

ALL EXTERIOR

FOOTINGS, SEE CIVIL

WALL ASSEMBLY PER PLAN

WEATHER BARRIER SYSTEM

SET FLASHING IN APPROVED SEALANT

SEAL FLASHING TAPE OVER SHEET METAL

FLASHING AND FASTENER, TYP.

STAINLESS STEEL THRUWALL FLASHING

VERIFY

SUPPORT BUILDING

FLOOR

0' - 0"

R-15 XPS INSULATION

AT BELOW GRADE

LOCATIONS, TYPICAL

METAL THRESHOLD

HOLLOW METAL DOOR

AND FRAME

SUPPORT BUILDING

FLOOR

0' - 0"

WASH BUILDING FLOOR

-0' - 6"

4.1

2' M

R-15 XPS INSULATION

AT BELOW GRADE

LOCATIONS, TYPICAL

MASONRY MORTAR

CONTROL

COMPRESSION FILLER

STRIP

R-4.2 CONTINUOUS

MINERAL FIBERBOARD

WALL INSULATION

CMU WALL, SEE

STRUCTURAL

SUPPORT BUILDING

FLOOR

0' - 0"

R-15 XPS INSULATION

AT BELOW GRADE

LOCATIONS, TYPICAL

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A341

SLAB EDGE DETAILS

EUGENE AIRPORT

KEY PLAN:

CONSULTANT

SCALE: 1 1/2" = 1'-0"A341

1 SLAB EDGE AT CMU VENEER - WOOD STUD WALL

SCALE: 3" = 1'-0"A341

2 TYP THROUGHWALL FLASHING

SCALE: 1 1/2" = 1'-0"A341

3 SLAB EDGE AT HM DOOR OPENING

SCALE: 1 1/2" = 1'-0"A341

5 SLAB EDGE AT SEISMIC GAP

SCALE: 1 1/2" = 1'-0"A341

4 SLAB EDGE AT SUPPORT BUILDING ALCOVE NO. DESCRIPTION DATE

EXTERIOR

STEEL WT 4X12 W/ 1/2"

DIA X 6" STUDS @ 12" O.C.

& 3" FROM ENDS, GALV.

AFTER FABRICATION

ASPHALT PAVING, SEE CIVIL

WELD 1/4" STEEL PLATE TO

STEEL WT SECTION

R-15 XPS INSULATION

AT BELOW GRADE

LOCATIONS, TYPICAL

FOOTING DRAIN, SEE CIVIL

GRADE BEAM, SEE STRUCTURAL

CONC. SLAB, SEE STRUCTURAL

EXTERIOR

R-15 XPS INSULATION AT BELOW GRADE

LOCATIONS, TYPICAL

R-10.5 CONTINUOUS MINERAL

FIBERBOARD WALL INSULATION

EXTERIOR

SCALE: = 1'-0"1 1/2"

01 1

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

RS&H PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

SEAL:

PIVOT PROJECT NUMBER: 2021.00

M A u to d e s k D o c s /2

E U

G Q

T A

F a c ili ty /2

E U

Q T

A F a c ili ty A

.r v t

CONSTRUCTION DOCUMENTS

CN, CA

ADDRESS TBD

EUGENE, OREGON 97402

QUICK TURN-AROUND FACILITY

2241872008

04/22/2022

CN, CA

A342

SLAB EDGE DETAILS

EUGENE AIRPORT

KEY PLAN:

CONSULTANT

SCALE: 1 1/2" = 1'-0"A342

4 SLAB EDGE AT COILING DOOR OPENING

SCALE: 1 1/2" = 1'-0"A342

1 SLAB EDGE - WASH BUILDING - EQUIPMENT ROOM

SCALE: 1 1/2" = 1'-0"A342

3 SLAB EDGE - WASH BUILDING @ APSHALT PAVEMENT

SCALE: 1 1/2" = 1'-0"A342

5 SLAB EDGE AT HM DOOR THRESHOLD - ASPHALT PAVING

SCALE: 1 1/2" = 1'-0"A342

2 SLAB EDGE - INSULATION AT HM DOOR OPENING - WASH BUILDING

GLULAM BEAM, SEE

STRUCTURAL

SLOPED BEARING PLATE

2X4 VERTICAL

FRAMING, 16" O.C.

EAVE EXTENSION FRAMING,

SEE LAYOUT BELOW

PLAN LAYOUT FOR EAVE

EXTENSION FRAMING

2X4 FRAMING ON

FACE, 16" 0.C.

2X4 BOTTOM PLATE

1/2" SHEATHING

METAL WALL PANELS

PRECOATED SHEET

METAL FLASHING

PER MFR

METAL EAVE TRIM,

PER ROOFING MFR

CONTINUOUS CLEAT

ZEE CLOSURE CLIP, PER MFR

FOR WINDOW HEAD…

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File details come from the government source that posted it. Updated Mar 9, 2026.