COM J M 2 HJ OPS J 1 1/2 GRAPHIC SCALE-FOR REFERENCE …

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POLICE

PARKING

A

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A

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W

A

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F

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W

A

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A

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F

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7

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7

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0

0

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B

7

3

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W

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W

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W

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AN

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T

R

A

N

S

O

F

T

TRANSOFT

T

R

A

N

S

O

F

T

TRANSOFT

NE AIRPORT WAY

VEHICLE SERVICE ROAD

CONCOURSE B

C

O

N

C

O

U

R

S

E

B

E

X

T

E

N

S

I

O

N

T

A

X

IW

A

Y

T

B1

B2

B3

B4

B5

B6

B7

B8

B10B9

SCALE: IN FEET

0' 30' 60' 120' 180'

N

600 108th Avenue NE, Suite 900Bellevue, WA 98004

Tel (425) 455-3555Fax (425) 453-9179www.hntb.com

HNTB CORPORATION

LEGEND:

FIRE HYDRANT (FH)

WHEELED FIRE EXTINGUISHER - AIRLINE PROVIDED

(WFE)

FIRE DEPARTMENT CONNECTION (FDC)

EMERGENCY FUEL SHUT-OFF STATION (EFSO)

WITH SIGNAGE AND BLUE LIGHT

FIRE DEPARTMENT ACCESS

PERMANENT MARKED

VEHICLE SERVICE ROAD

FUEL ISOLATION

VALVES IN VAULT

100' RADIUS FROM AIRCRAFT

FUELING POINT, TYP.

AIRSIDE ACCESS

FROM AIRPORT

ARFF STATION

G

G

FH

WFE

NOTE(S):

LIMIT OF CITY OF PORTLAND BUILDING

PERMIT AND INSPECTION IS 5' FROM

BUILDING EXTERIOR ON AIRFIELD SIDE.

G

G

SA

FE

DIS

PE

RS

AL

AR

EA

FH

G

G

EFSO

EFSO

EFSO

EFSO

WFE

WFE

WFE

FDC

WFE

WFE

WFE WFE

FDC

FDC

FDC

WFE

FDC

20'

MIN.

TYP.

S

A

F

E

D

IS

P

E

R

S

A

L

A

R

E

A

FH

/

o:\63842\cadd\ds001\drawings\pdx ccb\1-gen\.206 fls site plan.dwg5/29/2019

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TIN

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P

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F

OR

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O

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.

PRINTED:

PORTLAND, OREGON

DESIGN NUMBER PROJECT NUMBER

PORT OF PORTLAND

PORTLAND, OREGON

DRAWING SCALE IS REDUCED 50% WHEN SHEET SIZE IS 11" x 17".

DRAWING NO. SHEET NO. DISC. SHT. NO.TYPESUBMITTED BY

SCALE

DATE

CHECKED BY

DRAWN BY

DESIGNED BY

NO. DATE BY APP'VD CK'DNO. DATE BY REVISIONS APP'VD CK'D REVISIONS

##

1 5/31/19 SET ADDED BY CC #6

01

/4

"1

/2

"1

"2

"

GR

AP

HIC

S

CA

LE

-F

OR

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EF

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EN

CE

O

NL

Y

1223 SW Washington Street, Suite 200

Portland, OR 97205

T 503 224 3860 - F 503 224 2482

lig

ht

gra

y

da

rk

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yb

la

ck

PORTLAND INTERNATIONAL AIRPORT

TCORE - CONCOURSE B EXTENSION

FLS SITE PLAN

CD PDX 2019-502 11 901

R. CARSON

N. HATCHER

H. CONRADT

MAY 2019

2016D006 102629

PROJECT ENGINEER

GI.206

JAY OSTLUND

1" = 60'

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

GG

G

G

G

G

G

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ftp://portstds:[email protected]

BE

BF

17 1816 18.5

5

A3.001

4

A3.001

4

A3.011__________

5

A3.011__________

2

A3.011__________

BG

HOLDROOM B7-B8B11650

ELECB11880

VESTB11890

MA

TC

HL

INE

-A

2.1

46

1

A3.001

BD

20

6

A3.001

8

A3.001

A5.101

2

A5.102 2A5.102

3

CW4

MA

TC

HLIN

E -

A2.1

48

MTL1 STAINLESSSTEEL COLUMNCOVER, TYP

19

BK.1

BL.1

B11890AB11890B

B11880

B1

17

50

B

B1

17

50

A

B1

16

50

B

B1

16

50

A

B1

15

50

B

B11525B

SPRINKLERCLOSETB11882 PASSENGER

WALKWAYB11990

A5.102

1

SUPERVESTIBULE

B11525

HOLDROOMB9-B10B11750

18

' - 3

"

35' - 2"17' - 9"18' - 2"50' - 0"50' - 0"

3' - 7"8' - 4"8' - 4"8' - 4"

(6) EQ SPACES @4' - 2" EA = 25' - 0"8' - 4"8' - 4"8' - 4"

(6) EQ SPACES @4' - 2" EA = 25' - 0"8' - 4"

3' -

7 1

/2"

3' -

3 1

/2"

7' - 6"

1' - 2 1/2"

(6)

EQ

SP

AC

ES

@5

' - 1

0 1

/2"

EA

= 3

5' -

3"

2' -

3"

1' -

11"

4' -

7"

6' - 6"14' - 3"5' - 9"6"

11

' - 4

"

3' -

11"

6' - 0" 12' - 6" 16' - 8"

6' - 3"

1' -

5 3

/4"

CLR

10' - 0"

___________

A7.201

3

B11990A

2

A3.222

4' - 2"4' - 2"

TY

P

9' -

11 1

/4"

CLE

AR

(8) EQ SPACES @4' - 2" EA = 33' - 4"8' - 4"

(22) EQ SPACES @4' - 2" EA = 91' - 8"

4' - 2"

TYP.

4' - 6"

TYP.

8' - 0"4' - 4"

10 5

/8"

1' -

9 1

/2"

7' -

0"

4' - 2"4' - 2"

1' -

2 3

/4"

3' -

5"

4' -

2"

9' -

1"

1" / 1'-0"

3/4

" / 1

'-0"

(TYP BAY)

(6) EQ SPACES @8' - 4" EA = 50' - 0"

(TYP BAY)

50' - 0"

TYP

~ 8' - 4 3/8"TYP

~ 8' - 4 3/8"

1' -

7"

(3) EQ SPACES @4' - 2" EA = 25' - 0"

10

' - 6

"

MTL2

11

A3.001

2' - 1"

___________

A3.231

6

2' - 2 7/8"

2' -

3 1

/8"

7' -

0"

1' -

10"

MOUNT AT SOUTH FACE OF COLUMN COVER: THERMOSTAT @ 4'-0" A.F.F.,AMBIENT NOISE SENSOR @ 9'-0" A.F.F.,AND WIFI @ 12'-0" A.F.F.

UP

1' -

3"

4' - 11" 4' - 11" 3' - 5" 4' - 11" 4' - 11"

1' -

2"

7' -

0"

1' -

10"

1' - 2 47/256"

B60

B60

NIC AIRLINE BOARDING PODIUM, TYP

MATCHLINE - A2.145

TYP.

4' - 6"

TYP.

8' - 0"4' - 4"

___________

A8.238

3

3

A7.202

NOTE(S):

1. TYPICAL NEW PARTITIONS TO BE TYPE F/A/4 UNLESS NOTED OTHERWISE

2. PROTECT EXISTING BUILDING ELEMENTS THAT ARE BEING REUSED.

3. PROTECT EXISTING BUILDING ELEMENTS FROM STAINING THAT ARE TO BE EXPOSED, SUCH AS CONC. MTL, AND BRICK.

4. REFER TO LIFE SAFETY DRAWINGS FOR LOCATION AND EXTENT OF ALL FIRE RATED ASSEMBLIES, FIRE EXTINGUISHER LOCATIONS, EXIT SIGNS, TRAVEL DISTANCES, EXIT LOCATIONS, OCCUPANCY LOADS & OTHER LIFE SAFETY REQUIREMENTS.

5. REFER TO ENLARGED PLANS FOR ADDITIONAL INFORMATION.

6. COORDINATE OPENINGS THROUGH WALLS.

7. COORDINATE ALL DEVICES ON WALLS.

8. REFER TO SHEET A9.001 FOR INTERIOR WALL PARTITION INFORMATION.

9. PROVIDE WALL BACKING TO SUPPORT HANDRAILS & MISCELLANEOUS EQUIPMENT MOUNTED ON STUD WALLS.

10. PROVIDE FIRE TREATED PLYWOOD AT TELECOM (TC) ROOMS, ELECTRICAL, AND RADIO ROOMS.

11. SEE VERTICAL TRANSPORTATION (A7 SERIES SHEETS) FOR ELEVATOR INFORMATION.

12. EXTERIOR ASSEMBLIES PER SHEETS A8 SERIES.

13. SEE A6 SERIES SHEETS FOR CEILING INFORMATION.

14. SEE A2.610 AND A2.620 SERIES SHEETS FOR FLOOR FINISH INFORMATION.

15. REFER TO OTHER DISCIPLINES FOR EXTENT OF WORK IN THEIR SCOPE

LEGEND:

DASHED ELEMENTS OF/CI (OWNER FURNISHED, CONTRACTOR INSTALLED

SOLID ELEMENTS CF/CI (CONTRACTOR FURNISHED, CONTRACTOR INSTALLED)

HALF TONED ELEMENTS EXISTING TO REMAIN

EXISTING

FUTURE TI - N.I.C.

01/4

"1/2

"1"

2"

GR

AP

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OF

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ING

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WIN

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INT

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.

PRINTED:

PORTLAND, OREGON


PORT OF PORTLANDPORTLAND, OREGON


DRAWING NO. SHEET NO. DISC. SHT. NO.TYPE

PROJECT ENGINEER

SUBMITTED BY


SCALE

DATE

CHECKED BY

DRAWN BY

DESIGNED BY

1223 SW Washington Street, Suite 200Portland, OR 97205T 503 224 3860 - F 503 224 2482

JAY OSTLUNDNO. DATE BY APP'VD CK'DNO. DATE BY REVISIONS APP'VD CK'D REVISIONS ##


6/14/2019 2:53:03 PM BIM 360://P22711.next - PDXNEXT TCORE - Terminal Core Redevelopment/PDX-102629-ARCH-Concourse B.rvt

1/8" = 1'-0" A2.147


DEPLANING - SECTOR 47 - PLAN

E. SANDOVAL

D. FAUTCH

K. EAYRS

MAY 2019

2016D006 PDX 2019-502102629 CD 154 / 901

N KEY PLANSCALE: N.T.S.

24'16'8'4'0'

SCALE: IN FEET

N

CT

D

IT E

ON

REG IST ERE ARCH

S T A T E O F O R E G

EUGENE B.

PORTLAND, OREGON

ARI-11406

SANDOVAL

DEPLANING LEVEL

26' - 10 3/8"

ENPLANING LEVEL

40' - 5 3/8"

BF

ROOF

56' - 10 3/8"

BG

1

A3.221__________1

A3.222__________

2

A8.213___________

3

A8.213___________

MP3

1

A8.221___________

12

A8.222___________

11

A8.222___________

BK.1BL.1

1

A8.222___________

5

A8.222___________

1

A3.223__________

16

' - 5

"1

3' -

7"

2

A8.225___________

2

A3.223__________

GR

ID B

E A

T

GR

ID 1

8.5

GR

ID B

F A

T

GR

ID B

D

GL1

MP1

GL6

GL1

MP1

MTL5

GL6

MTL5

MP1

PC1

PC2

CAST IN PLACE CONCRETE WALL

SUNSHADE SCREEN SYSTEM

SUNSHADE LIGHTING -SEE RCP, ELECTRICAL, TYP.

MP1

SOFFIT

EQ EQ EQ EQ EQ EQ EQ EQ EQ

CW2

CW2

ACCESSIBLE RAMP GUARDRAIL

CAST IN PLACE CONCRETE WALLAT PASSENGER WALKWAY

VESTIBULE GLAZED CANOPY

1' -

2 1

/2"

12

' - 4

1/2

"

T.O

. S

UN

SH

AD

E S

YS

TE

M

15

' - 3

"

3' - 3"

CW2

BE BD

ALIG

N

37' - 8 5/8"

A8.2227

GL1T

MP1

1

A3.225

1

A3.225 GL4

MP1

CW3

MP1

GL1

B.O. MP3

37' - 9 3/8"

GR6

SUNSHADE STEEL ROD BRACES CENTERED ON MULLIONS, BEYOND -SEE STRUCTURAL FOR LOCATIONAND COUNT, TYP.

3

A8.221___________

3

A8.221___________

SIM

2

A8.223___________

EGRESS STAIR GUARD RAIL

GLAZED CANOPY

DEPLANING LEVEL

26' - 10 3/8"

ENPLANING LEVEL

40' - 5 3/8"

ROOF

56' - 10 3/8"

18.5

7' - 6" 10' - 3"

1/2" / 1'-0"

SUNSHADE SCREEN SYSTEM

SSG GLAZED CANOPY SYSTEM

STEEL FRAME L BENTS FOR CANOPY SUPPORT, LOCATED AT CW3 VERTICAL MULLIONS

R30 ROOF ASSEMBLY OVER METAL DECK

POCKETED MOTORIZED WINDOW SHADE

19

16

' - 5

"1

3' -

7"

STEEL DRAG BEAM - SEE STRUCTURAL

1' - 2"

12 EQ SPACES

12' - 6"

CL C

AN

OP

Y

SU

PP

OR

T

CO

LU

MN

S

F.O

. G

LA

ZIN

G /

MP

12

' - 4

1/2

" (

T.O

. S

TE

EL

)

GL1

MP1

GL1

1/4" / 1'-0"

GL4

GL6

GR6

15

' - 3

" (T

.O. S

TE

EL

)

CW3

THERMAL BREAK

STAINLESS STEEL BASE WITH RIGID INSULATION

2' -

7 1

/2"

MIN

.2

' - 0

"

CONCRETE CURB

14

' - 0

1/4

"2

' - 0

1/4

"1

0' -

0"

1' -

8"

METAL COPING

1' - 6 1/2"

01/4

"1/2

"1"

2"

GR

AP

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OF

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.

PRINTED:

PORTLAND, OREGON





PROJECT ENGINEER

SUBMITTED BY


SCALE

DATE

CHECKED BY

DRAWN BY

DESIGNED BY





1/4" = 1'-0" A3.221


ENLARGED BUILDING ELEVATION AND SECTIONS -EAST OVERALL

E. SANDOVAL

R. AYA

K. EAYRS

MAY 2019

2016D006 PDX 2019-502102629 CD 214 / 901

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

ENLARGED ELEVATION, EAST - OVERALL

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

WALL SECTION, EAST - AT HOLDROOM, WALKWAY CANOPY

CT

D

IT E

ON

REG IST ERE ARCH


EUGENE B.

PORTLAND, OREGON

ARI-11406

SANDOVAL

WALKWAY CANOPY HASDRY SPRINKLERSYSTEM

DEPLANING LEVEL

26' - 10 3/8"

ENPLANING LEVEL

40' - 5 3/8"

BFBG

1

A3.221__________1

A3.222__________

2

A8.213___________

1

A8.221___________

12

A8.222___________

8

A8.222___________

11

A8.222___________

BK.1BL.1

1

A3.223__________

2

A3.223__________

GR

ID B

E A

T

GR

ID 1

8.5

GR

ID B

F A

T

GR

ID 1

8.5

MP3

14

' - 3

"1

3' -

7"

GL1

GL1T

MP1

MP1

MP1

GL1

MP1

PC1

10' - 6"

MP1

CW2

CW2

3' - 3"

GL1

GL1T

CW2

GL1

CW2

GL1

GL1

MP1

SOFFIT

PC2

54' - 6 7/8"

CW2

MP1SOFFITT.O. CW3

T.O

. C

W3

26

' - 0

1/2

"

CW3

8' -

1 1

/4"

1' -

6"

4' -

1"

14

' - 0

1/4

"

1' -

3 3

/4"

CW

3 A

T V

ES

TIB

ULE

BE BD

36' - 3 3/8"

1

A8.222

2

A8.222

3

A8.222

5

A8.222

7

A8.222

6

A8.222

9

A8.222

EAST ENPLANING GUARD RAIL NOT SHOWN FOR CLARITY - SEE

1

A7.202

___________

A8.222

10

1

A8.221

1

A8.223

5

A8.223

3

A8.223

SUNSHADE SCREEN SYSTEM AND GLAZED CANOPY THE FOLLOWING ELEMENTS ARE NOT SHOWN IN THIS ELEVATION FOR CLARITY:

• EAST STAIRS: SEE A7.201 AND A7.202• SUNSHADE SCREEN SYSTEM: SEE A3.221• GLAZED CANOPY: SEE A3.221

10

' - 0

1/2

"1

' - 1

1 3

/4"

14

' - 0

1/4

"

2

A8.236

2

A8.222

MP1

1

A8.226

1

A8.236

VERTICAL FIN

GL1

GL1

CW3

3

A8.222

SIM

MP1

12

A8.222

SIM

12

A8.222

SIM

BEYOND @ INNER CORNER

NOTE(S):

B.O. SOFFIT

54' - 8 3/8"

DASHED LINE INDICATES SLOPE OF ROOF BEYOND

T.O. COPING

61' - 4 5/8"

BEYOND

EAST EXTERIOR EXIT STAIR

3

A8.221___________

10 GA STAINLESS STEEL BASE, OVER RIGID INSULATION AND FURRING, OVER CONCRETE CURB

MOVEMENT JOINT, TYP

MP1

ALIGN

BENT METAL COPING, TYP.

MOVEMENT JOINT, TYP

MP1

SEE DOOR SCHEDULE

1

A8.238___________

DEPLANING LEVEL

26' - 10 3/8"

ENPLANING LEVEL

40' - 5 3/8"

ROOF

56' - 10 3/8"

18.5

THERMAL BREAK

THERMAL BREAK

GL1

CW2

MP1

MP1

MP1

INSULATEDSOFFIT

SIGNAGE

GL1

CW2

MTL1

MTL5

GR2

MP1

INSULATEDSOFFIT

R30 ROOF ASSEMBLY OVER METAL DECK

WALKOFF GRATE,SLAB RECESS

16

' - 5

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0' -

0"

EQ EQ

CAMERA, SEE TECHNOLOGY

STAINLESS STEEL BASE FLASHING

STAINLESS STEEL BASE FLASHING

ALIG

N

METAL COPING

7' - 6"

1' - 6 1/2"

ROOF EDGE BEAMLC

01/4

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"1"

2"

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SC

ALE

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light

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OF

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.

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G A

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.

PRINTED:

PORTLAND, OREGON





PROJECT ENGINEER

SUBMITTED BY


SCALE

DATE

CHECKED BY

DRAWN BY

DESIGNED BY





1/4" = 1'-0" A3.222


ENLARGED BUILDING ELEVATION AND SECTIONS -EAST OVERALL (AT ENVELOPE)

E. SANDOVAL

R. AYA

K. EAYRS

MAY 2019

2016D006 PDX 2019-502102629 CD 215 / 901

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

ENLARGED ELEVATION, EAST - OVERALL (AT ENVELOPE)

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

WALL SECTION, AT EAST STAIR EGRESS

CT

D

IT E

ON

REG IST ERE ARCH


EUGENE B.

PORTLAND, OREGON

ARI-11406

SANDOVAL

COM J M 2 HJ OPS J 1 1/2 GRAPHIC SCALE-FOR REFERENCE …

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Transcript of COM J M 2 HJ OPS J 1 1/2 GRAPHIC SCALE-FOR REFERENCE …