20262004_A2_Addendum 1_Attachment B_2016 Terminal Expansion As-Builts.pdf

4700 S. Syracuse St., Suite 300 Denver, CO 80237

303-409-9700 FAX 303-409-9701

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

B

B

LANE 3

LANE 2

T D C C A T

TABLE630

BINS

EMPTY

BINS

EMPTYTABLE630

BINS

EMPTY

BINS

EMPTY

E N T E R

W

TM

D

C

EIAR

AD

A

GAT

E

AT2

6040 aTiX

L

R

T D C C A T

1N 2N

3N

4N

5N

6N

7N

8N

9N

10N

11N

12N

13N

14N

1S

2S

3S

4S

5S

6S

7S

8S

9S

10S

11S

12S

13S

AB

DD.5EFG

IJKL

MNOPQ

RSTUVWXY

14S

.9N

1.1S

2.1S

3.1S

4.1S

5.1S

H D.8 D.4

NS

T.1

C

15S

K.1

N.3

E.8

E.8

NOT ALL NOTES APPLY TO THIS SHEET

A. DIMENSIONS SHOWN ARE FROM FACE OF STRUCTURAL STRATA OR

FINISH FACE OF EXISTING CONSTRUCTION U.N.O.

B. WHERE DIMENSIONS, WALL TYPES, ETC. ARE NOT SHOWN, REFER

TO ENLARGED PLANS

C. ARCHITECTURAL FINISHED FLOOR GRADES ARE BASED ON NGVD

29 ELEVATION CONTROLS. THE EXTERIOR TOPOGRAPHICAL

SURVEY IS BASED ON NAVD 88 ELEVATION CONTROLS. THERE IS A

VERTICAL CONTROL DIFFERENCE BETWEEN THESE TWO DATUM

OF 3.87 FT.

D. TERMINAL LEVEL 1 FINISH FLOOR 364’-0”

E. ALL WINDOW/DOOR DIMENSIONS ARE TO CENTER OF

WINDOW/DOOR UNLESS NOTED OTHERWISE. COORDINATE ROUGH

OPENING DIMENSIONS WITH ASSOCIATED DOOR AND WINDOW

DETAILS PRIOR TO CONSTRUCTION.

F. REFER TO CODE SHEETS FOR LOCATIONS OF WALL MOUNTED

FIRE EXTINGUISHER(S).

G. DOOR FRAMES TO BE LOCATED 4” FROM CORNER OF WALL

UNLESS NOTED OTHERWISE.

H. WHERE PLYWOOD IS ADDED FOR SHEAR ON PARTIAL WALL,

REMAINDER OF WALL SHALL HAVE SIMILAR SHEATHING TO

PROVIDE FLUSH WALL SURFACE. RE: STRUCT. FOR SHEAR WALL

LOCATIONS.

I. FIELD VERIFY ALL DIMENSIONS. REPORT ANY DISCREPANCIES TO

THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH

CONSTRUCTION.

J. REFER TO SHEET G500 FOR WALL ASSEMBLIES

K. REFER TO SHEET A700 FOR DOOR TYPES AND SCHEDULES

L. REFER TO SHEET A721 FOR CURTAIN WALL DETAILS

M. REFER TO SHEET A722 FOR STOREFRONT WINDOW DETAILS

N. REFER TO SHEET A801 FOR FINISH SCHEDULES/FINISH LEGEND

O. FURNITURE NOT IN CONTRACT. LOCATIONS SHOWN FOR

COORDINATION OF ELECTRICAL FLOOR OUTLET LOCATIONS.

P. WHERE ENLARGED PLANS ARE CALLED OUT ON SHEET, WALL

TAGS, DIMENSIONS, AND OTHER INFORMATION ARE LOCATED ON

ENLARGED PLAN VIEW

Q. PROVIDE BRONZE BUILDING DEDICATORY PLAQUE. COORDINATE

MOUNTING LOCATION WITH OWNER. REFERENCE SPECIFICATION

SECTION 101416 PLAQUES

PLAN GENERAL NOTES

© 2013 RS&H Oregon, Architects-Engineers-Planners, P.C.

PROJECT NUMBER

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

DATE ISSUED:

REVISIONS

SHEET NUMBER

SHEET TITLE

SEAL

CONSULTANTS

1 2 3 4 5 6

A

B

C

D

E

A

B

C

D

E

1 2 3 4 5 6

GJN 50934

/1

/2

:4 :2

P

M C

U se rs

\B a rs ta d K

\D o cu m e n ts

\2 .0

A

C

E N

T R

A L B a rs ta d K

.r vt

March 13, 2017

KB

Checker

224−9675−015

LEVEL 2

OVERALL PLAN

A120

Designer

AS−BUILT SET

Eugene Airport Terminal Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

0 32'-0" 64'-0"16'-0" 1/32" = 1'-0"1

LEVEL 2 - OVERALL PLAN LEVEL 1 KEY PLAN

N.T.S.

A B

C D L

H

I

K

JE

F

BAG CLAIM EXPANSION

ARCHITECTURAL WORK AREA

ALTERNATE NO.1

ARCHITECTURAL WORK AREA

SSCP/HOLDROOM EXPANSION

ARCHITECTURAL WORK AREA

No. DESCRIPTION DATE

303-409-9700 FAX 303-409-9701

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

A313

A325

A326

A326

A326

A325

1N

2N

1S

2S

3S

4S

LMNOPQR

NS

A D

S E

E

M A

T C

H L

IN

E

A D

S E

E

M A

T C

H L

IN

E

MATCH LINE

30' - 0" 30' - 0" 30' - 0" 30' - 0" 2' - 3" 30' - 0"

A325

A313

N.3

1/4" \ 1'-0"

SLOPE TO ROOF DRAIN

1/4" \ 1'-0"SLOPE TO ROOF DRAIN

A150 10

GUTTER R-3R-3

SKA313-1

A110C

A540

ROOF GENERAL NOTES

A. ALL ROOF PENETRATIONS SHALL BE CONCEALED BEHIND THE

PARAPET WALLS OR MECHANICAL ROOF WELLS AND SHALL NOT

EXTEND ABOVE THE PARAPET WALLS OR THE ADJACENT RIDGE

LINE. WHERE VENTILATION CHIMNEYS ARE PROVIDED, APPROVED

VENT PIPES MAY BE GANGED WITHIN CHIMNEYS AS WELL.

CONTRACTOR SHALL COORDINATE ALL PENETRATIONS FOR

EXHAUST AND INTAKES VENTS, ETC. TO ENSURE CODE REQUIRED

CLEARANCES ARE MET.

B. APPROVED VISIBLE ROOF PENETRATIONS ARE TO BE PAINTED TO

MATCH ADJACENT ROOF COLORS.

C. ALL EXPOSED WOOD ROOF FRAMING MEMBERS TO BE STAINED

U.N.O. COLOR SELECTED BY ARCHITECT.

D. ALL REQUIRED CRICKETS MAY NOT BE INDICATED. CONTRACTOR

TO PROVIDE CRICKETS AS REQUIRED TO ENSURE PROPER

DRAINAGE AROUND ROOF PENETRATIONS AND VERTICAL

WALL/SLOPED ROOF INTERSECTIONS.

E. FLASHING MATERIAL SHALL MATCH METAL ROOFING MATERIAL IT

COMES IN CONTACT WITH.

F. PROVIDE TPO WALKWAYS AT ALL ACCESS POINTS TO THE ROOF

SYSTEM INCLUDING LADDERS, HATCHWAYS, STAIRS AND DOORS

AND MECHANICAL EQUIPMENT SERVICE AREAS. DO NOT INSTALL

TOP WALKWAYS WITHIN 10' OF THE ROOF PERIMETER.

© 2013 RS&H Oregon, Architects-Engineers-Planners, P.C.

PROJECT NUMBER

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

DATE ISSUED:

REVISIONS

SHEET NUMBER

SHEET TITLE

SEAL

CONSULTANTS

1 2 3 4 5 6

A

B

C

D

E

A

B

C

D

E

1 2 3 4 5 6

GJN 50934

/1

/2

:4 :0

P

M C

U se rs

\B a rs ta d K

\D o cu m e n ts

\2 .0

A

C

E N

T R

A L B a rs ta d K

.r vt

March 13, 2017

Author

Checker

224−9675−015

ROOF PLAN,

AREA C

A130C

Designer

AS−BUILT SET

Eugene Airport Terminal Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

0 8'-0" 16'-0"4'-0" 1/8" = 1'-0"1

ROOF PLAN, AREA C LEVEL 1 KEY PLAN

N.T.S.

A B

C D L

H

I

K

JE

F

No. DESCRIPTION DATE

1 ADDENDUM No. 1 06/16/14

2 ADDENDUM No. 3 06/27/14

303-409-9700 FAX 303-409-9701

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

1N 2N

3N

4N

5N

6N

7N

8N

9N

10N

11N

12N

13N

14N

1S

2S

3S

4S

5S

6S

7S

8S

9S

10S

11S

12S

13S

AB

DD.5EFG

IJKL

MNOPQ

RSTUVWXY

14S

.9N

1.1S

2.1S

3.1S

4.1S

5.1S

H D.8 D.4

NS

T.1

C

15S

K.1

N.3

E.8

E.8

BAG CLAIM EXPANSION

ARCHITECTURAL WORK AREA

SSCP/HOLDROOM EXPANSION

ARCHITECTURAL WORK AREA

ALTERNATE NO. 1

ARCHITECTURAL

WORK AREA

OPEN TO

ABOVE

CEILING PLAN LEGEND

8' SUPPLY

DIFFUSER

2'X2' SUPPLY

DIFFUSER

2'X4' FLOURESCENT

LIGHT FIXTURE

2'X2' FLOURESCENT

LIGHT FIXTURE

4' SUPPLY

DIFFUSER

FIRE SPRINKLER HEAD

SPEAKERs

RECESSED CAN

FIXTURE

9.5" X 4' FLOURESCENT

LIGHT FIXTURE

AC-1

WD-1

WD-2

GVB-1

US-1

SEE SHEET A801 FOR

FINISH LEGEND/SCHEDULE

WD-5

OPEN TO

ABOVE

GWB-1

© 2013 RS&H Oregon, Architects-Engineers-Planners, P.C.

PROJECT NUMBER

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

DATE ISSUED:

REVISIONS

SHEET NUMBER

SHEET TITLE

SEAL

CONSULTANTS

1 2 3 4 5 6

A

B

C

D

E

A

B

C

D

E

1 2 3 4 5 6

GJN 50934

/1

/2

:4 :0

P

M C

U se rs

\B a rs ta d K

\D o cu m e n ts

\2 .0

A

C

E N

T R

A L B a rs ta d K

.r vt

March 13, 2017

Author

Checker

224−9675−015

LEVEL 1

OVERALL

REFLECTED

CEILING PLAN

A210

Designer

AS−BUILT SET

Eugene Airport Terminal Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

0 32'-0" 64'-0"16'-0" 1/32" = 1'-0"1

LEVEL 1 OVERALL REFLECTED CEILING PLAN LEVEL 1 KEY PLAN

N.T.S.

A B

C D L

H

I

K

JE

F

CEILING PATCH & REPAIR FOR FIRE SPRINKLER

INSTALLATION

REFERENCE DRAWINGS F110A THROUGH F120D FOR

ALL LOCATIONS OF NEW FIRE SPRINKLER PIPE

INSTALLATION.

PATCH AND REPAIR EXISTING CEILING AREAS SHOWN

ON THIS SHEET AT AREAS OF NEW SPRINKLER PIPE

INSTALLATION. ADDITIONAL CEILING PATCHING AND

REPAIR IS REQUIRED FOR AREAS A,F,H AND L NOT

SHOWN ON A REFLECTED CEILING PLAN.

FIELD VERIFY THE EXISTING CEILING MATERIALS IN

ALL AREAS THAT REQUIRE PATCHING. MATCH

EXISTING CEILING FOR LIKE NEW APPEARANCE IN ALL

WORK AREAS. IN AREAS THAT REQUIRE PAINT FOR

REPAIR, PAINT ENTIRE CEILING AREA FOR UNIFORM

APPEARANCE.

IN AREAS OF EXISTING VENTWOOD GRILLE (W2)

CEILINGS, CEILING SECTIONS MUST BE CAREFULLY

REMOVED AND SALVAGED FOR REINSTALLATION IN

AREAS OF NEW SPRINKLER WORK. REPLACE ANY

DAMAGED CEILING SECTIONS AS REQUIRED IN THESE

WORK AREAS.

No. DESCRIPTION DATE

303-409-9700 FAX 303-409-9701

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

R

R

R

R

E

E

E E

E

E

A601

A601

A313

A325

A326

A326

A326

A325

1N

2N

1S

2S

3S

4S

LMNOPQR

NS

WOMEN'S TOILET

1501MEN'S TOILET

B NORTH STAGING

AREA

CORRIDOR

(N) STORAGE

(N) GENERATOR

ROOM

30' - 0" 30' - 0" 30' - 0" 30' - 0" 2' - 3" 30' - 0"

A D

S E

E

M A

T C

H L

IN

E

A D

S E

E

M A

T C

H L

IN

E

A510

A325

A313

N.3

OPEN TO ABOVEESCALATORS

AC-4

EXISTING AC-4EXISTING AC-4

US-1

US-1

GWB-1

@ 8'-0" AFF

GWB-1

@ 8'-0" AFF

AC-1

EXISTING AC-4

EXPANSION JOINT

SYSTEM

A150 10

SKA313-1

EXPANSION JOINT

EXPANSION JOINT

GWB-1

11'-7" AFF

GWB-1

9'-0" AFF

GWB-1

9'-0" AFF

1 HR CLNG.

& SOFFIT

ELEVATOR

EQUIPMENT

/8 "2

/8

3 ?

372' - 0"372' - 0"

372' - 0"

372' - 0"

371' - 11 1/2"

373' - 0"

373' - 0"

373' - 2"

A540

CEILING PLAN LEGEND

8' SUPPLY

DIFFUSER

2'X2' SUPPLY

DIFFUSER

2'X4' FLOURESCENT

LIGHT FIXTURE

2'X2' FLOURESCENT

LIGHT FIXTURE

4' SUPPLY

DIFFUSER

FIRE SPRINKLER HEAD

SPEAKERs

RECESSED CAN

FIXTURE

9.5" X 4' FLOURESCENT

LIGHT FIXTURE

AC-1

WD-1

WD-2

GVB-1

US-1

SEE SHEET A801 FOR

FINISH LEGEND/SCHEDULE

WD-5

OPEN TO

ABOVE

GWB-1

© 2013 RS&H Oregon, Architects-Engineers-Planners, P.C.

PROJECT NUMBER

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

DATE ISSUED:

REVISIONS

SHEET NUMBER

SHEET TITLE

SEAL

CONSULTANTS

1 2 3 4 5 6

A

B

C

D

E

A

B

C

D

E

1 2 3 4 5 6

GJN 50934

/1

/2

:4 :1

P

M C

U se rs

\B a rs ta d K

\D o cu m e n ts

\2 .0

A

C

E N

T R

A L B a rs ta d K

.r vt

March 13, 2017

KB

Checker

224−9675−015

LEVEL 1

REFLECTED

CEILING PLAN,

AREA C

A210C

Designer

AS−BUILT SET

Eugene Airport Terminal Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

0 8'-0" 16'-0"4'-0" 1/8" = 1'-0"1

1ST LEVEL REFLECTED CEILING PLAN - AREA C LEVEL 1 KEY PLAN

N.T.S.

A B

C D L

H

I

K

JE

F

CEILING PATCH & REPAIR FOR FIRE SPRINKLER

INSTALLATION

REFERENCE DRAWINGS F110A THROUGH F120D FOR

ALL LOCATIONS OF NEW FIRE SPRINKLER PIPE

INSTALLATION.

PATCH AND REPAIR EXISTING CEILING AREAS SHOWN

ON THIS SHEET AT AREAS OF NEW SPRINKLER PIPE

INSTALLATION. ADDITIONAL CEILING PATCHING AND

REPAIR IS REQUIRED FOR AREAS A,F,H AND L NOT

SHOWN ON A REFLECTED CEILING PLAN.

FIELD VERIFY THE EXISTING CEILING MATERIALS IN

ALL AREAS THAT REQUIRE PATCHING. MATCH

EXISTING CEILING FOR LIKE NEW APPEARANCE IN ALL

WORK AREAS. IN AREAS THAT REQUIRE PAINT FOR

REPAIR, PAINT ENTIRE CEILING AREA FOR UNIFORM

APPEARANCE.

IN AREAS OF EXISTING VENTWOOD GRILLE (W2),

CEILING SECTIONS MUST BE CAREFULLY REMOVED

AND SALVAGED FOR REINSTALLATION IN AREAS OF

NEW SPRINKLER WORK. REPLACE ANY DAMAGED

CEILING SECTIONS AS REQUIRED IN THESE WORK

AREAS.

No. DESCRIPTION DATE

3 RFP 12 02/02/15

303-409-9700 FAX 303-409-9701

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

TERMINAL 1ST LEVEL

(0'- 0")

364' - 0"

TERMINAL 2ND LEVEL

(13' - 10")

377' - 10"

FLOOR LEVEL (-1' - 0")

363' - 0"

B.O. 'BANDING' SOFFIT

(9' - 2")

373' - 2"

A326

A326

A326

A326

JKLM

N

OP

24' - 3 1/2"30' - 0"2' - 3"30' - 0"30' - 0"

A403

A403

K.1N.3

A604

1' - 0"1' - 0"

TERMINAL 1ST LEVEL

(0'- 0")

364' - 0"

TERMINAL 2ND LEVEL

(13' - 10")

377' - 10"

FLOOR LEVEL (-1' - 0")

363' - 0"

B.O. 'BANDING' SOFFIT

(9' - 2")

373' - 2"

A326

A326

A326

JKLMNOP

B.O. GLAZING (10' - 6

1/2")

374' - 2 1/2"

EXTERIOR MATERIAL

CHANGE (11' - 6")

375' - 6"

30' - 0"24' - 3 1/2"30' - 0"2' - 3"30' - 0"30' - 0"

A510

A510

A404

A403

A404

K.1N.3

A604

A110C

9 5/8"

9"

1' - 0"

3"

TERMINAL 1ST LEVEL

(0'- 0")

364' - 0"

TERMINAL 2ND LEVEL

(13' - 10")

377' - 10"

FLOOR LEVEL (-1' - 0")

363' - 0"

T.O. PARAPET (28' - 10")

392' - 10"

B.O. 'BANDING' SOFFIT

(9' - 2")

373' - 2"

A326

A326

A326

A326

A324

JKLM

N

OP

EXTERIOR MATERIAL

CHANGE (26' - 8")

390' - 8"

T.O. PRECAST

CONCRETE

366' - 1"

A510

A404

A404

K.1N.3

A612

A604

1' - 9 1/4" A540

1' - 2"

A. ARCHITECTURAL FINISHED FLOOR GRADES ARE BASED ON NGVD 29

ELEVATION CONTROLS. THE EXTERIOR TOPOGRAPHICAL SURVEY IS

BASED ON NAVD 88 ELEVATION CONTROLS. THERE IS A VERTICAL

CONTROL DIFFERENCE BETWEEN THESE TWO DATUM OF 3.87 FT.

B. BUILDING SECTIONS SHOWN ARE TO HELP CLARIFY OVERALL DESIGN

INTENT. REFER TO FLOOR AND FOUNDATION PLANS, REFLECTED

CEILING PLANS, ROOF PLANS, WALL SECTIONS AND DETAILS FOR MORE

SPECIFIC DESIGN INFORMATION NOT EXPRESSLY DEFINED HEREIN.

C. ALL CLIMATE-CONDITIONED SPACES SHALL BE INSULATED AT THE

EXTERIOR ENVELOPE TO MEET ENERGY ANALYSIS OR LOCAL ENERGY

CODE REQUIREMENTS. REFER TO WALL TYPES, SPECIFICATIONS, AND

DETAILS FOR INSULATION TYPES. PROVIDE CAVITY VENTILATION AND

WARM-SIDE VAPOR BARRIERS AT INSULATED SPACES.

D. REFER TO PLANS, WALL TYPES, AND SPECIFICATIONS FOR LOCATIONS

WHERE SOUND ATTENUATION BLANKETS ARE REQUIRED, AND FOR

LOCATIONS AND DETAILS OF FIRE BARRIERS AND FIRE-RATED

ASSEMBLIES.

E. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND MATERIAL

REQUIREMENTS AND CONNECTIONS FOR STRUCTURAL MEMBERS,

FOUNDATION AND FRAMING ELEMENTS.

F. COORDINATE STRUCTURAL FRAMING LAYOUT WITH HVAC, FIRE

PROTECTION SMOKE DETECTION, LIGHTING, AND IT DEVICE

LOCATIONS TO ENSURE ALIGNMENT IN FINISHED WALLS AND CEILINGS.

G. INTERIOR ELEVATIONS OF SURFACES BEYOND SHOWN IN BUILDING

SECTION ARE FOR GENERAL REFERENCE, AND ARE SUPERSEDED BY

SPECIFIC PLAN, SCHEDULE, AND DETAIL INFORMATION WHERE

PROVIDED.

H. IN COMBUSTIBLE CONSTRUCTION INSTALL FIREBLOCKING TO CUT OFF

VERTICAL AND HORIZONTAL DRAFT OPENINGS WITH MATERIALS

COMPLYING WITH IBC 716.

BUILDING SECTION GENERAL NOTES

ARCHITECTUAL FINISHED FLOOR ELEVATIONS ARE BASED

ON NGVD 29 ELEVATION CONTROLS. THE EXTERIOR

TOPOGRAPHICAL SURVEY IS BASED ON NAVD 88 ELEVATION

CONTROLS. THERE IS A VERTICAL CONTROL DIFFERENCE

BETWEEN THESE TWO DATUM OF 3.87 FEET.

BUILDING ELEVATION NOTE:

© 2013 RS&H Oregon, Architects-Engineers-Planners, P.C.

PROJECT NUMBER

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

DATE ISSUED:

REVISIONS

SHEET NUMBER

SHEET TITLE

SEAL

CONSULTANTS

1 2 3 4 5 6

A

B

C

D

E

A

B

C

D

E

1 2 3 4 5 6

GJN 50934

/1

/2

:5 :5

P

M C

U se rs

\B a rs ta d K

\D o cu m e n ts

\2 .0

A

C

E N

T R

A L B a rs ta d K

.r vt

March 13, 2017

Author

Checker

224−9675−015

BUILDING

SECTIONS −

SSCP/CIRCULATION

EXPANSION

A325

Designer

AS−BUILT SET

Eugene Airport Terminal Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

0 8'-0" 16'-0"4'-0" 1/8" = 1'-0"24

SSCP/CIRCULATION EXPANSION

0 8'-0" 16'-0"4'-0" 1/8" = 1'-0"22

SSCP/CIRCULATION EXPANSION

0 8'-0" 16'-0"4'-0" 1/8" = 1'-0"21

SSCP/CIRCULATION EXPANSION

1 1

No. DESCRIPTION DATE

1 RFI 345 07/23/20

303-409-9700 FAX 303-409-9701

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

TERMINAL 1ST LEVEL

(0'- 0")

364' - 0"

TERMINAL 2ND LEVEL

(13' - 10")

377' - 10"

T.O. PARAPET (28' - 10")

392' - 10"

B.O. 'BANDING' SOFFIT

(9' - 2")

373' - 2"

A325

A325

1N2N 1S 2S 3S.9N 1.1S 2.1S 3.1SNS

T.O. PRECAST

CONCRETE

366' - 1"

A325 A402

A402

B.O. NEW ESCALATOR

PIT(S)

359' - 8"

TERMINAL 1ST LEVEL

(0'- 0")

364' - 0"

TERMINAL 2ND LEVEL

(13' - 10")

377' - 10"

T.O. PARAPET (28' - 10")

392' - 10"

B.O. 'BANDING' SOFFIT

(9' - 2")

373' - 2"

A325

A325

1N2N 1S 2S 3S.9N 1.1S 2.1S 3.1SNS

T.O. PRECAST

CONCRETE

366' - 1"

EXTERIOR MATERIAL

CHANGE (11' - 6")

375' - 6"

20' - 0" 2' - 3" 7' - 9" 10' - 0" 2' - 3" 17' - 9" 2' - 3" 17' - 9" 2' - 3"

A325 A402

A403

A403

7 3/4" 11"

A. ARCHITECTURAL FINISHED FLOOR GRADES ARE BASED ON NGVD 29

ELEVATION CONTROLS. THE EXTERIOR TOPOGRAPHICAL SURVEY IS

BASED ON NAVD 88 ELEVATION CONTROLS. THERE IS A VERTICAL

CONTROL DIFFERENCE BETWEEN THESE TWO DATUM OF 3.87 FT.

B. BUILDING SECTIONS SHOWN ARE TO HELP CLARIFY OVERALL DESIGN

INTENT. REFER TO FLOOR AND FOUNDATION PLANS, REFLECTED

CEILING PLANS, ROOF PLANS, WALL SECTIONS AND DETAILS FOR MORE

SPECIFIC DESIGN INFORMATION NOT EXPRESSLY DEFINED HEREIN.

C. ALL CLIMATE-CONDITIONED SPACES SHALL BE INSULATED AT THE

EXTERIOR ENVELOPE TO MEET ENERGY ANALYSIS OR LOCAL ENERGY

CODE REQUIREMENTS. REFER TO WALL TYPES, SPECIFICATIONS, AND

DETAILS FOR INSULATION TYPES. PROVIDE CAVITY VENTILATION AND

WARM-SIDE VAPOR BARRIERS AT INSULATED SPACES.

D. REFER TO PLANS, WALL TYPES, AND SPECIFICATIONS FOR LOCATIONS

WHERE SOUND ATTENUATION BLANKETS ARE REQUIRED, AND FOR

LOCATIONS AND DETAILS OF FIRE BARRIERS AND FIRE-RATED

ASSEMBLIES.

E. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND MATERIAL

REQUIREMENTS AND CONNECTIONS FOR STRUCTURAL MEMBERS,

FOUNDATION AND FRAMING ELEMENTS.

F. COORDINATE STRUCTURAL FRAMING LAYOUT WITH HVAC, FIRE

PROTECTION SMOKE DETECTION, LIGHTING, AND IT DEVICE

LOCATIONS TO ENSURE ALIGNMENT IN FINISHED WALLS AND CEILINGS.

G. INTERIOR ELEVATIONS OF SURFACES BEYOND SHOWN IN BUILDING

SECTION ARE FOR GENERAL REFERENCE, AND ARE SUPERSEDED BY

SPECIFIC PLAN, SCHEDULE, AND DETAIL INFORMATION WHERE

PROVIDED.

H. IN COMBUSTIBLE CONSTRUCTION INSTALL FIREBLOCKING TO CUT OFF

VERTICAL AND HORIZONTAL DRAFT OPENINGS WITH MATERIALS

COMPLYING WITH IBC 716.

BUILDING SECTION GENERAL NOTES

TERMINAL 1ST LEVEL

(0'- 0")

364' - 0"

TERMINAL 2ND LEVEL

(13' - 10")

377' - 10"

B.O. 'BANDING' SOFFIT

(8' - 4")

372' - 4"

A325

A325

1N2N 1S 2S 3S.9N 1.1S 2.1S 3.1SNS

20' - 0" 2' - 3" 7' - 9" 10' - 0" 2' - 3" 17' - 9" 2' - 3" 17' - 9" 2' - 3"

A510

A510

A325 A402

A402

A540

TERMINAL 1ST LEVEL

(0'- 0")

364' - 0"

TERMINAL 2ND LEVEL

(13' - 10")

377' - 10"

T.O. PARAPET (28' - 10")

392' - 10"

A325

1N .9N 1.1SNS

EXTERIOR MATERIAL

CHANGE (22' - 4")

386' - 4"

EXTERIOR MATERIAL

CHANGE (11' - 6")

375' - 6"

2' - 3" 7' - 9"

A510

A510

A510

A510

A510

A403

A403

ARCHITECTUAL FINISHED FLOOR ELEVATIONS ARE BASED

ON NGVD 29 ELEVATION CONTROLS. THE EXTERIOR

TOPOGRAPHICAL SURVEY IS BASED ON NAVD 88 ELEVATION

CONTROLS. THERE IS A VERTICAL CONTROL DIFFERENCE

BETWEEN THESE TWO DATUM OF 3.87 FEET.

BUILDING ELEVATION NOTE:

© 2013 RS&H Oregon, Architects-Engineers-Planners, P.C.

PROJECT NUMBER

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

DATE ISSUED:

REVISIONS

SHEET NUMBER

SHEET TITLE

SEAL

CONSULTANTS

1 2 3 4 5 6

A

B

C

D

E

A

B

C

D

E

1 2 3 4 5 6

GJN 50934

/1

/2

:5 :2

P

M C

U se rs

\B a rs ta d K

\D o cu m e n ts

\2 .0

A

C

E N

T R

A L B a rs ta d K

.r vt

March 13, 2017

Author

Checker

224−9675−015

BUILDING

SECTIONS −

SSCP/CIRCULATION

EXPANSION

A326

Designer

AS−BUILT SET

Eugene Airport Terminal Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

0 4'-0" 8'-0"2'-0" 1/8" = 1'-0"12

SSCP/CIRCULATION EXPANSION

0 4'-0" 8'-0"2'-0" 1/8" = 1'-0"14

SSCP/CIRCULATION EXPANSION

0 8'-0" 16'-0"4'-0" 1/8" = 1'-0"11

SSCP/CIRCULATION EXPANSION

0 8'-0" 16'-0"4'-0" 1/8" = 1'-0"21

SSCP/CIRCULATION EXPANSION

303-409-9700 FAX 303-409-9701

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

E E

R

E

K

12' - 8 3/8"

5 1/8"

1/4" GAP/LT. FIXT.

1/4" GAP/LT. FIXT.

SPRINKLER

HEAD

LIGHT FIXTURE

WD-2

DIFFUSER -

ATTACH TO

STRUCT. ABV. -

CENTER IN

OPENING

EXTERIOR

INTERIOR

4 1/8"

OPENING

FOR DIFF.

WD-2

A620

A152

A152

4' - 7 5/8"

/8

8' - 11 1/2" 1 7/8"

5"

1' - 4 3/4"

A540

INTERIOR EXTERIOR

1/4" GAP/LT. FIXT.

1/4" GAP/LT. FIXT.

WD-2

SPRINKLER

HEAD

LIGHT FIXTURE

4 1/8"

OPENING

FOR DIFF.

DIFFUSER - ATTACH

TO STRUCT. ABV-

CENTER IN OPENING

AHU ABOVE

SEE MECH.

A401

A152

A152

A152

3/4" 5/8" 1/2"

1 7/8"

FIN. CLG. HT: 7'-

6" A.F.F.

HEAD OF AUTOMATIC DOOR

ADD PC. TO PANELS ADJACENT TO

AUTOMATIC DRS. - LENGTH TO MATCH

PANEL - WD SPECIES & FINISH TO

MATCH WD-2 PANELS

BLKG @ SCREW CONNECTIONS -

1'-0" I.C. TYP. PAINT BLACK

WD-2 PANEL OR PORTION THEREOF

11S

12S

/4

/2

/4

/2

/2

GRID LINE

BOT. OF GLU-LAM

BMS.

(8) PANELS @ 1'-0"

PLUS (1) PANEL @ 1'-

2 3/8" PLUS (1) RAIL

@ 5/8" - TYP. BTWN

ROWS OF LT. FIXTS.

9' - 3"

LT. FIXT.-TYP.

BOT. OF GLU-LAM

BMS.

GRID LINE

WD-2

A540

A540

A540

A540

ATTACH SPEAKERS TO 'T' BAR

SUSP. SYSTEM - TYP.

ACOUSTIC BD-PAINT BLACK-

NOTE: OCCURS ONLY

WHERE SPRINKLER HEADS

PENETRATE FIN. CLG.

'T' BAR SUSP. SYSTEM

CLG. PANEL CONNECTIONS

PER MFG.

RECOMMENDATIONS

FIN. CLG-WD-2, IP-11

GAP BTWN. PANELS 1/4" & 1" 9 1/2"

9 1/2"

1" x 2" 18 GA. CLIP MIN. (2)

EA. SIDE OF LT. FIXT.-

TYP.- PAINT BLACK

CONNECT N-S 'T' S'

BETWEEN LT. FIXT.- TYP.-

PAINT BLACK

MAIN 'T' BAR RUNNER-

CONT. N-S. - PAINT BLACK

MAIN 'T' BAR RUNNER -

CONT. E-W BTWN. ROWS-

PAINT BLACK

FIN. CLG. WD-2 IP-11

TO BOT. OF FIXT.

1/4"9"1/4"

9 1/2"

/2

PROFILE OF LIGHT FIXTURE

'T' CONNECTOR BEYOND

'T' BAR SUSP. SYSTEM

FIN. CLG WD-2, IP-11

MET. PAN - IP-3 CLIP

TO 'T' BAR

12S

11 1/2"

/8

4" MET. STUD @ 16" O.C.-

PAINT BLACK WHERE EXP.

RET. AIR SLOT-CONT. MET.

TRIM @ OPNG - IP-3

PAINT BLACK

'T' BAR SUSP. SYSTEM

LIGHT FIXTURE

WD-2, IP-11 - FIN. CLG.

MET. PAN - IP-3 -

ATTACH TO 'T' BAR

& CLIP @ END

GWB-1, IP-6

GWB-1, IP-6

11 1/2"

1 1/4"

4 5/8"

/8

/4

/2

1' - 0 3/4"

/2

WD-5

ON BLACK ACCOUSTICAL

CEILING GRID1' - 0"

PERIMETER DETAIL PER

ACCENT INSTALLATION

INSTRUCTION, RE:

AC-430C-P5

OR

AC-430C-PFC2

6" 6"

© 2013 RS&H Oregon, Architects-Engineers-Planners, P.C.

PROJECT NUMBER

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

DATE ISSUED:

REVISIONS

SHEET NUMBER

SHEET TITLE

SEAL

CONSULTANTS

1 2 3 4 5 6

A

B

C

D

E

A

B

C

D

E

1 2 3 4 5 6

GJN 50934

/1

/2

:5 :4

P

M C

U se rs

\B a rs ta d K

\D o cu m e n ts

\2 .0

A

C

E N

T R

A L B a rs ta d K

.r vt

March 13, 2017

Author

Checker

224−9675−015

CEILING DETAILS

A540

Designer

AS−BUILT SET

Eugene Airport Terminal Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

0 1'-4" 2'-8"8" 1/4" = 1'-0"1

NEW B-GATES VESITBULE

0 1'-4" 2'-8"8" 1/4" = 1'-0"2

NEW BAGGAGE CLAIM VESTIBULE

0 8" 1'-4"4" 6" = 1'-0"4

CLG. DETAIL

0 1'-4" 2'-8"8" 1/4" = 1'-0"3

PARTIAL REFL. CLG. PLAN - AREA K

0 1'-0" 2'-0"6" 3" = 1'-0"5

CLG. CLIP DETAIL

0 1'-0" 2'-0"6" 3" = 1'-0"6

CLG. LT. DETAIL

0 1'-0" 2'-0"6" 3" = 1'-0"7

CLG. LT. FILL DETAIL

0 1'-0" 2'-0"6" 3" = 1'-0"8

CLG. SOFFIT DETAIL

1. REFERENCE DRAWING SHEET

A210 FOR CEILING TYPE LEGEND

2. REFERENCE DRAWING SHEET

A801 FOR FINISH SCHEDULE

GENERAL NOTES:

0 1'-4" 2'-8"8" 3/4" = 1'-0"9

SECTION DETAIL

No. DESCRIPTION DATE

1 ADDENDUM No. 3 06/27/14

2 RFI 372 11/11/15

303-409-9700 FAX 303-409-9701

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

TERMINAL 1ST LEVEL

(0'- 0")

364' - 0"

TERMINAL 2ND LEVEL

(13' - 10")

377' - 10"

FLOOR LEVEL (-1' - 0")

363' - 0"

T.O. PARAPET (28' - 10")

392' - 10"

19 EQUAL TREADS = 19' - 0"7" 5' - 6"

3 EQUAL TREADS =

3' - 0"

E

Q U

A L

R

IS

E

R S

/8

2" DIA. STAINLESS

STEEL PIPE RAIL

STRINGER

ESCALATOR

TRUSS BEYOND

CONCRETE SLAB

SEE STRUCTURAL

5/8" GYPSUM BOARD

ON METAL STUDS

LM

N

B.O. NEW ELEVATOR PIT

(-5' - 0")

359' - 0"

T.O. PARAPET (24' - 6")

388' - 6"

T.O. PARAPET (16' - 0")

380' - 0"

B.O. WALL (10' - 5")

374' - 5"

E

Q U

A L

R

IS

E

R S

/8

A602

3' - 10" 23' - 8"

N.3

B.O. NEW ESCALATOR

PIT(S)

359' - 8"

TERMINAL 1ST LEVEL

(0'- 0")

364' - 0"

TERMINAL 2ND LEVEL

(13' - 10")

377' - 10"

FLOOR LEVEL (-1' - 0")

363' - 0"

T.O. PARAPET (28' - 10")

392' - 10"

CLEAR TEMPERED

GLASS BALUSTRADE

WORKING POINT

WORKING POINT

TRUSS

ENCLOSURE

STAINLESS STEEL

INNER CLADDING

LM

N

B.O. NEW ELEVATOR PIT

(-5' - 0")

359' - 0"

A601

A601

A602

A602

N.3

43' - 3"

B.O. NEW ESCALATOR

PIT(S)

359' - 8"

TERMINAL 2ND LEVEL

(13' - 10")

377' - 10"

ESCALATOR

TRUSS

REMOVABLE NON-

SKID ALUMINUM

ACCESS COVER BY

MANUFACTURER

GROUT

SCHEDULED

FLOOR FINISH

SEALANT

CONCRETE

SLAB ON

METAL DECK

STRUCTURAL STEEL

SEE STRUCTURAL

DRAWINGS

STEEL ANGLE BY

ESCALATOR MANUF.

6 5/8"

N.3

TERMINAL 1ST LEVEL

(0'- 0")

364' - 0"

6 7/8"

1 1/2" © 2013 RS&H Oregon, Architects-Engineers-Planners, P.C.

PROJECT NUMBER

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

DATE ISSUED:

REVISIONS

SHEET NUMBER

SHEET TITLE

SEAL

CONSULTANTS

1 2 3 4 5 6

A

B

C

D

E

A

B

C

D

E

1 2 3 4 5 6

GJN 50934

/1

/2

:0 :0

P

M C

U se rs

\B a rs ta d K

\D o cu m e n ts

\2 .0

A

C

E N

T R

A L B a rs ta d K

.r vt

March 13, 2017

Author

Checker

224−9675−015

STAIR AND

ESCALATOR

SECTIONS AND

DETAILS

A601

Designer

AS−BUILT SET

Eugene Airport Terminal Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

0 4'-0" 8'-0"2'-0" 1/4" = 1'-0"1

STAIR SECTION

0 4'-0" 8'-0"2'-0" 1/4" = 1'-0"2

NEW ESCALATOR SECTION

0 8" 1'-4"4" 3" = 1'-0"3

ESCALATOR TOP SUPPORT DETAIL

0 8" 1'-4"4" 3" = 1'-0"4

ESCALATOR BOTTOM SUPPORT DETAIL

303-409-9700 FAX 303-409-9701

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

TERMINAL 1ST LEVEL

(0'- 0")

364' - 0"

TERMINAL 2ND LEVEL

(13' - 10")

377' - 10"

A612

5/8" GYPSUM

BOARD ON METAL

FURRING STRIPS

A613

ESCALATOR

BEYOND

HOIST BEAM

COORDINATE WITH

ELEVATOR MANUF.

SUSPENDED

GYPSUM BOARD

CEILING

CONCRETE SLAB

SEE STRUCTURAL

8" REINFORCED CMU

SEE STRUCTURAL

DRAWINGS

CONCRETE SLAB

SEE STRUCTURAL

MN

B.O. NEW ELEVATOR PIT

(-5' - 0")

359' - 0"

A613

A613

A613

A613

A613

A613

N.3

1' - 0"

3"

3"

D2

D2

G3

A2

TERMINAL 1ST LEVEL

(0'- 0")

364' - 0"

TERMINAL 2ND LEVEL

(13' - 10")

377' - 10"

A612

5/8" GYSPUM

BOARD ON METAL

FURRING STRIPS

3S3.1S

B.O. NEW ELEVATOR PIT

(-5' - 0")

359' - 0"

8" REINFORNCED CMU

SEE STRUCTURAL

DRAWINGS

CONCRETE SLAB

SEE STRUCTURAL

DRAWINGS

ELEVATOR PIT

WATERPROOF

MEMBRANE

HOIST BEAM

COORDINATE WITH

ELEVATOR MANUF.

10 7/8"

A954

© 2013 RS&H Oregon, Architects-Engineers-Planners, P.C.

PROJECT NUMBER

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

DATE ISSUED:

REVISIONS

SHEET NUMBER

SHEET TITLE

SEAL

CONSULTANTS

1 2 3 4 5 6

A

B

C

D

E

A

B

C

D

E

1 2 3 4 5 6

GJN 50934

/1

/2

:0 :2

P

M C

U se rs

\B a rs ta d K

\D o cu m e n ts

\2 .0

A

C

E N

T R

A L B a rs ta d K

.r vt

March 13, 2017

Author

Checker

224−9675−015

ELEVATOR

SECTIONS

A612

Designer

AS−BUILT SET

Eugene Airport Terminal Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

0 2'-0" 4'-0"1'-0" 1/2" = 1'-0"1

NEW ELEVATOR EW SECTION

0 2'-0" 4'-0"1'-0" 1/2" = 1'-0"2

NEW ELEVATOR NS SECTION

Denver, CO 80237

303-409-9700 FAX 303-409-9701

OR Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

DN

FCU-101

Q P O N.3 N M

RSTUVWXY

5.1S

4.1S

3.1S

2.1S 2.1S

1.1S

1.1S

1S

NS

.9N

1N

6S

4N

L K.1 K J I

14N

13N

12N

11N

10N

9N

8N

7N

6N

5N

H G F E D.8 D.5 D.4 D C

2N

2S

3S

4S

5S

7S

8S

9S

10S

11S

12S

13S

14S

15S

© 2013 RS&H Oregon, Architects-Engineers-Planners, P.C.

PROJECT NUMBER

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

DATE ISSUED:

REVISIONS

SHEET NUMBER

SHEET TITLE

SEAL

CONSULTANTS

1 2 3 4 5 6

A

B

C

D

E

A

B

C

D

E

1 2 3 4 5 6

GJN 50934

/3

/2

:1

:1

A

M C

U se rs

\a sh to n m

\D o cu m e n ts

\2 .0

M

C

E N

T R

A L a sh to n m

.r vt

September 8, 2014

Author

Checker

224−9675−015

LEVEL 1 HVAC

FLOOR PLAN

M110

Designer

CONFORMED SET

Eugene Airport Terminal Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

0 40'-0" 80'-0"20'-0" 1/32" = 1'-0"1

LEVEL 1 HVAC - OVERALL

LEVEL 1 KEY PLAN

N.T.S.

A B

C D L

H

I

K

JE

F

No. DESCRIPTION DATE

PROJECT RECORD DOCUMENTS AS-BUILTS

PROJECT RECORD DOCUMENTS AS-BUILTS

Denver, CO 80237

303-409-9700 FAX 303-409-9701

OR Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

DN

"x

EF-15

144"x108" DUCT ATTACHED TO LOUVER WITH (2) MD 140"x50"

EACH

8"ø

TERMINATE GENERATOR

EXHAUST PIPE FLUSH

WITH FACE OF

BUILDING ABOVE

14"x14"

F

375 CFM

F

75 CFM

8" x8

"x

F

200 CFM

F

175 CFM

"x

12"x12"

8"øA 200 CFM

8"ø

8"ø

8"ø 12"x12" AIR INTAKE

LOUVER

M

AT

C

H

LI

N E

- S E E

M

1 1 0B

VO

ID

CUH-12

CUH-11

EMERGENCY

GENERATOR DAY TANK

T T

EF-21

24x24 INTAKE

LOUVER AT 9'-0"

AFF

WITH 18"x18"

SHEETMETAL

DUCT AND MD

INTERLOCK EF-

21 WITH MD

T

TRANSFER GRILLE

1N1N

2N2N

1S1S

2S2S

3S3S

4S4S

5S5S

L

L

M

M

N

N

O

O

P

P

Q

Q

R

R

.9N.9N

1.1S1.1S

2.1S2.1S

3.1S3.1S

4.1S4.1S

5.1S5.1S

NSNS

N.3

N.3

AC-3

CU-3

UH-12

CUH-14

T

"x

GENERATOR

CUH-10

10"ø

MEN'S TOILET

WOMEN'S TOILET

(N) CONCOURSE A

LOWER LANDING

COMPOSURE

AREA

(N) STORAGE

(N) ELECTRICAL

B NORTH

STAGING AREA

(N) CONCOURSE A

LOWER LANDING

(N) GENERATOR

ROOM

SWITCHBOARD

ELECTRICAL

ROOM

1507B

FCU-110

"x

"ø

10"øA 300 CFM

12"x12"D 510 CFM

(TYP OF 2)

TT

T

T

14x14 UP TO

EF-20 ON ROOF

6" ø

"x

8"øA 200 CFM

FT-1 FT-2

10"øH 450 CFM

12"ø

12"

8"x8"F 75 CFM

(TYP OF 2)

T

ELEVATOR

EQUIPMENT

EF-22

EMERGENCY

ELECTRICAL

ROOM

1507A

T

T

CUH-16

PROVIDE MD FOR

EF-21 & 22

24x24 INTAKE

LOUVER AT 9'-0"

AFF WITH 18"x18"

SHEETMETAL

DUCT AND MD.

INTERLOCK EF-22

WITH MD

32"x10"

UH-13

32"x10"

40"x14"

FC-202

FC-201

"x

"x

8"

6" ø

6"ø 48"x20"J 4500 CFM

32"x10" SA DUCT

UP TO UPPER

LEVEL CEILING

12"x12" AIR INTAKE

LOUVER

T T

30"x12"

40"x14"

1. INSTALL 8" DIAMETER SCHEDULE 40 PIPE TO ENGINE WITH

BUILT IN FLEXIBLE CONNECTION AND NECESSARY BUILT IN

ORIFICE TO MINIMUM AND MAXIMUM BACK PRESSURE

REQUIREMENT BASED ON MANUFACTURER OF EMERGENCY

GENERATOR STANDARD AND INSTALLATION INSTRUCTIONS.

INSULATE ALL HIGH TEMPERATURE EXHAUST PIPE AND

SILENCER WITH 5" THICK CALCIUM SILICATE INSULATION

WITH OUTER ALUMINUM JACKET,

2. INSTALL GALVANIZED STEEL SILENCER CLARKE MODEL

C06535 OR APPROVED EQUAL. INCLUDE BUILD IN DRAINS IN

SILENCER. SLOPE PIPE FROM EXTERNAL WALL TO

SILENCER TOWARD DRAIN AT 1%.

3. INSTALL MINIMUM TWO FEET LONG THIMBLE THRU WALL

PENETRATION TO PREVENT DAMAGE DUE TO HIGH

TEMPERATURE EXHAUST PIPE.

4. PROVIDE AND INSTALL A COMPLETE SPLIT SYSTEM WITH

PIPING AND CONTROLS. NEW AC-3/CU-3 UNITS TO SERVE

NEW ELEVATOR MACHINE ROOM. SEE UNITS CAPACITIES

AND CONTROLS ON SPLIT UNITS SCHEDULE ON M004 OR

APPROVED SHOP DRAWING FOR AC-1/CU-1.

KEY NOTES:

© 2013 RS&H Oregon, Architects-Engineers-Planners, P.C.

PROJECT NUMBER

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

DATE ISSUED:

REVISIONS

SHEET NUMBER

SHEET TITLE

SEAL

CONSULTANTS

1 2 3 4 5 6

A

B

C

D

E

A

B

C

D

E

1 2 3 4 5 6

GJN 50934

1/

/2

6:

:0

P

M C

:\U se rs \b el ah m ij\

D oc um en ts \2

.0

_M

_C E

N T

R A

L_ be la hm ij.

rv t

September 8, 2014

Author Checker

224−9675−015

LEVEL 1 HVAC

FLOOR PLAN −

AREA C

M110C

Designer

CONFORMED SET

Eugene Airport Terminal Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

0 8'-0" 16'-0"4'-0" 1/8" = 1'-0"1 LEVEL 1 HVAC FLOOR PLAN- AREA C

LEVEL 1 KEY PLAN

N.T.S.

A B C D L

H

I

K

JE

F

No. DESCRIPTION DATE

1 ADDENDUM NO. 1 06/16/14

7 RFP-12 02/10/15

9 RFP-47 03/05/15

16 SI-12 01/22/16

PROJECT RECORD DOCUMENTS AS-BUILTS

PROJECT RECORD DOCUMENTS AS-BUILTS

MD provided for EF-15 also

FC

-2

Drainpan

Drainpan

FSD

NOTE:

Colors used do not indicate specific systems. They are merely to aid in distinguishing changes when multiple markups are present near one another.

Drainpan

C5.1 - PAVING PLAN DETAILS

A152 - VESTIBULES PLANS AND SECTIONS

A314 - BUILDING ELEVATIONS - CONCOURSE A ELEVATOR (ALT No 1)

A326 - BUILDING SECTIONS - SSCP/CIRCULATION EXPANSION

A621 - RAMP PLAN, SECTION & DETAILS

S9.02 - TYPICAL LIGHT GAUGE DETAILS