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DRAWN:

CHECKED:

FILE:

2020, ALL RIGHTS RESERVEDCIDA, INC.

C

JOB NUMBER:

DATE:

4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005

503.620.3030 tel | 503.620.5539 fax | www.aaieng.com

THESE DRAWINGS ARE THEPROPERTY OF CIDA INC. AND ARENOT TO BE USED OR

REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CIDA INC. ARCHITECTURAL PLANS

OCCUPANCY SAFETY PLAN

PDX TCORE - APPEAL EXHIBITS

DR

AW

ING

SC

ALE IS C

OR

REC

T W

HEN

PR

INT

ED

ON

15" X

21"

02/18/2021

JAB

190386.01

TWL

APPEAL

E:\a

dca

dd\1

9\0

386.0

1 P

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OVERALL ENPLANING PLAN

SCALE: 1" = 100'

1

EX1

CONCOURSE D

CONCOURSE E

CONCOURSE C

NORTH

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TEMPORARY STRUCTURAL WALLS SERVING AS

INTERIM BUILDING ENVELOPE

EX1

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1

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1EX3a

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2

LEGEND

TEMPORARY STRUCTURAL BEARING WALL

DP-D.2 ACTIVE WORK AREASPORTIONS OF EXISTING STRUCTURETO BE REMOVED ABBOVE ENPLANING

FLOOR - UNDER FUTURE OSP

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UP

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DRAWN:

CHECKED:

FILE:

2020, ALL RIGHTS RESERVEDCIDA, INC.

C

JOB NUMBER:

DATE:

4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005

503.620.3030 tel | 503.620.5539 fax | www.aaieng.com

THESE DRAWINGS ARE THEPROPERTY OF CIDA INC. AND ARENOT TO BE USED OR

REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CIDA INC. ARCHITECTURAL PLANS

OCCUPANCY SAFETY PLAN

PDX TCORE - APPEAL EXHIBITS

DR

AW

ING

SC

ALE IS C

OR

REC

T W

HEN

PR

INT

ED

ON

15" X

21"

02/18/2021

JAB

190386.01

TWL

APPEAL

C:\U

sers

\jerich

ob\A

ppD

ata\

Loca

l\T

em

p\A

cPublis

h_14500\E

X1a.

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021 -

8:1

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CONCOURSE D

CONCOURSE E

CONCOURSE C

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EX1a

TEMPORARY EPDM ROOFING OVER ENPLANING FLOOR

TEMPORARY EPDM ROOFING OVER ENPLANING FLOOR

OVERALL DEPLANING PLAN

SCALE: 1" = 100'

1

EX1a

NORTH

LEGEND

DP-D.2 ENPLANING WORK AREASBECOMING DEPLANING ROOF

PORT OCCUPIED SPACES

VACATED SPACES DURING DP-D.2OSP CONSTRUCTION

D10524-AOM

VACANT409

D10804-AOM

VACANT113

D11174-AOM

VACANT540D1106

4-AOMVACANT

444

D11074-AOM

VACANT266

D10704-AOM

VAC111

D11044-AOM

OPS133

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D11024-AOM

VACANT226

D11014-AOM

VACANT183

D11094-AOM

VACANT380

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VAC57

D11104-AOM

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D11124-AOM

VAC LOCKERS132

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FDC

DRAWN:

CHECKED:

FILE:

2020, ALL RIGHTS RESERVEDCIDA, INC.

C

JOB NUMBER:

DATE:

4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005

503.620.3030 tel | 503.620.5539 fax | www.aaieng.com

THESE DRAWINGS ARE THEPROPERTY OF CIDA INC. AND ARENOT TO BE USED OR

REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CIDA INC. ARCHITECTURAL PLANS

OCCUPANCY SAFETY PLAN

PDX TCORE - APPEAL EXHIBITS

DR

AW

ING

SC

ALE IS C

OR

REC

T W

HEN

PR

INT

ED

ON

15" X

21"

02/18/2021

JAB

190386.01

TWL

APPEAL

C:\U

sers

\jerich

ob\A

ppD

ata\

Loca

l\T

em

p\A

cPublis

h_14500\E

X1a.

dw

g F

eb 1

8, 2

021 -

8:1

0am

EX1b

CONC. D AOW DEPLANING PLAN

SCALE: 1" = 20'

1

EX1b

NORTH

LEGEND

DP-D.2 ENPLANING WORK AREASBECOMING DEPLANING ROOF

PORT OCCUPIED SPACES

VACATED SPACES DURING DP-D.2 OSP

CONSTRUCTION

T158

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R15

8

DRAWN:

CHECKED:

FILE:

2020, ALL RIGHTS RESERVEDCIDA, INC.

C

JOB NUMBER:

DATE:

4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005

503.620.3030 tel | 503.620.5539 fax | www.aaieng.com

THESE DRAWINGS ARE THEPROPERTY OF CIDA INC. AND ARENOT TO BE USED OR

REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CIDA INC. ARCHITECTURAL PLANS

OCCUPANCY SAFETY PLAN

PDX TCORE - APPEAL EXHIBITS

DR

AW

ING

SC

ALE IS C

OR

REC

T W

HEN

PR

INT

ED

ON

15" X

21"

02/18/2021

JAB

190386.01

TWL

APPEAL

C:\U

sers

\jerich

ob\A

ppD

ata\

Loca

l\T

em

p\A

cPublis

h_14500\E

X1a.

dw

g F

eb 1

8, 2

021 -

8:1

1am

EX1c

TEN AOW DEPLANING PLAN

SCALE: 1" = 20'

1

EX1c

NORTH

LEGEND

DP-D.2 ENPLANING WORK AREASBECOMING DEPLANING ROOF

PORT OCCUPIED SPACES

VACATED SPACES DURING DP-D.2 OSP

CONSTRUCTION

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34-

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445

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263

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SR

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FFIC

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AIT 16

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OFF

ICE

565

T122

9G

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T110

6AC

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BLI

C S

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5

T123

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PLI

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AIB

BA

GG

AG

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M20

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75P

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(PR

EFA

B B

LDG

)VA

CU

UM

CE

NTE

R15

8

DRAWN:

CHECKED:

FILE:

2020, ALL RIGHTS RESERVEDCIDA, INC.

C

JOB NUMBER:

DATE:

4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005

503.620.3030 tel | 503.620.5539 fax | www.aaieng.com

THESE DRAWINGS ARE THEPROPERTY OF CIDA INC. AND ARENOT TO BE USED OR

REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CIDA INC. ARCHITECTURAL PLANS

OCCUPANCY SAFETY PLAN

PDX TCORE - APPEAL EXHIBITS

DR

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ON

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8:1

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EX1d

TES AOW DEPLANING PLAN

SCALE: 1" = 20'

1

EX1d

NORTH

LEGEND

DP-D.2 ENPLANING WORK AREASBECOMING DEPLANING ROOF

PORT OCCUPIED SPACES

VACATED SPACES DURING DP-D.2 OSP

CONSTRUCTION

C1231PMB

NETWORK62

C1232GPM

STAIRS140

C1234PMB

VALVE RM185

C12364-AOM

VACANT237

C12354-AOM

VACANT147

C12385-AOB

BAG MAKEUP/VACANT8499

C12285-AOB

BAG MAKEUP10913

C1228CPMBSHAF25

GRATE42

C1228BPMBSHAF24

GRATE74

C12374-AOM

VACANT91

T181

2G

PM

STA

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368

T178

2P

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VALV

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M28

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T178

9P

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IT C

OM

M10

8

T178

5C

PS

ME

N B

RE

AK

519

T177

8P

MB

STE

RIL

IZE

R63

0

T177

9C

PS

EQ

& P

RO

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AG

E23

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T177

7C

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330

T178

1C

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T180

5C

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T181

4P

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SA

NIT

ATI

ON

BA

Y10

46 T179

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EQ

UIP

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1258

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STO

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334

T181

3P

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JAN

ITO

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T182

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RS

STO

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COMPUTER40

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RU

3863

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C O

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C1221A4-AOMCOMM

17

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STORAGE172

T178

6P

MB

VAC

UU

M C

EN

TER

567

FH FDCFDC

FH

DRAWN:

CHECKED:

FILE:

2020, ALL RIGHTS RESERVEDCIDA, INC.

C

JOB NUMBER:

DATE:

4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005

503.620.3030 tel | 503.620.5539 fax | www.aaieng.com

THESE DRAWINGS ARE THEPROPERTY OF CIDA INC. AND ARENOT TO BE USED OR

REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CIDA INC. ARCHITECTURAL PLANS

OCCUPANCY SAFETY PLAN

PDX TCORE - APPEAL EXHIBITS

DR

AW

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SC

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8:1

1am

EX1e

CONC. C AOW DEPLANING PLAN

SCALE: 1" = 20'

1

EX1e

NORTH

LEGEND

DP-D.2 ENPLANING WORK AREASBECOMING DEPLANING ROOF

PORT OCCUPIED SPACES

VACATED SPACES DURING DP-D.2 OSP

CONSTRUCTION

24'-0"DEPLANING

56'-9"MEZZANINE

40'-6"ENPLANING

0'-0"SEA LEVEL

1 2' 7 8 9

72'-11"T.O.PARAPET

88'-1"T.O.PARAPET

2 3' 3 4 5 6 8'7'

53'-6"MEZZANINE

EX2a

1

TEMPORARY EPDM ROOFINGOVER ENPLANING FLOOR

MIN. R-21 BATT INSULATION INSTUD CAVITY 1HOUR FIRERATED CONSTRUCTION

- PROVIDE WEATHER BARRIEREXPOSED SIDE

VERTICAL BRACE PER STRUCTURAL

PROPOSED: PROVIDE 1 HOUR RATEDFIREPROOFING COMPATIBLE WITH

EXTERIOR EXPOSURE

EXISTING WALL AND FIREPROOFINGTO REMAIN WHERE OCCURS

REINFORCE AND EXTEND PERSTRUCTURAL

DRAWN:

CHECKED:

FILE:

2020, ALL RIGHTS RESERVEDCIDA, INC.

C

JOB NUMBER:

DATE:

4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005

503.620.3030 tel | 503.620.5539 fax | www.aaieng.com

THESE DRAWINGS ARE THEPROPERTY OF CIDA INC. AND ARENOT TO BE USED OR

REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CIDA INC. ARCHITECTURAL PLANS

OCCUPANCY SAFETY PLAN

PDX TCORE - APPEAL EXHIBITS

DR

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ON

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EX2

BUILDING SECTION @ TERMINAL TICKET COUNTERS PH 4-61

D.2.A3.1 1/16" = 1'-0"

SEE STRUCTURAL FORADDITIONAL INFORMATION

24'-0"DEPLANING

40'-6"

ENPLANING

8

72'-11"T.O.PARAPET

8'

TERMINAL WALL SECTION @ GRIDLINE TP.6 PH. 4-6

1/4" = 1'-0"EX2a

1

VARIES: 53'-7" - 56' 10-3/8"MEZZANINE

TEMP EPDM ROOFING

OVER EXISTING SLAB

EXISTING ROOF SUPPORTSTUD WALL TO REMAIN

EXISTING ROOF TO BE

REMOVED (UNDER FUTUREOSP) NEW 1-HOUR WALL TO

UNDERSIDE OF (E) ROOF.

EXISTING MEZZANINE SUPPORT

WALL OR PROTECTED STEELCOLUMN TO REMAIN

VERTICAL BRACE PER KPFFPROVIDE 1-HR FIREPROOFING

ON ALL PRIMARY ANDSECONDARY STRUCTURAL

MEMBERS COMPATIBLE WITHEXTERIOR EXPOSURE WHERE

APPROPRIATE

NEW STRUCTURAL TEMP.WALL PER KPFF. 1 HOUR FIRE

RATED CONSTRUCTIONPROVIDE MIN. R-21 BATT

INSULATION FULL CAVITYAND WEATHER BARRIER

FULL HEIGHT

NEW 1-HOUR WALL. WHERENEW STEEL COLUMN

OCCURS, 1-HOUR

PROTECTION TO BEPROVIDED.

EXISTING MEZZANINE SLABTO REMAIN

NEW HSS GIRT PERSTRUCTURAL

EXISTING ROOF ANDFIREPROOFING TO REMAIN

VALUE OF EXISTING ROOFINSULATION UNKNOWNASSUMED R-19 OR LESS

1'-11"

6"±

2'-5"

1'-2 12"

PORTION OF ROOF BEARINGON NEW STRUCTURAL WALL

600S162-54 STUD TYP.

8

5/8" TYPE 'X' GYP. BD. -- TYP.

MIN. R-21 BATT INSULATION

HSS8X4 COL. - SEE PLAN

SHEATHING

2" 2"

SUREBOARD

SHEAR WALL DETAIL AT STEEL COLUMN

EX2a

2

3" = 1'-0"

#8 SCREWS AT 4" O.C.

(2) #12 SCREWS AT 12" O.C.

S

HEA

R W

ALL

DRAWN:

CHECKED:

FILE:

2020, ALL RIGHTS RESERVEDCIDA, INC.

C

JOB NUMBER:

DATE:

4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005

503.620.3030 tel | 503.620.5539 fax | www.aaieng.com

THESE DRAWINGS ARE THEPROPERTY OF CIDA INC. AND ARENOT TO BE USED OR

REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CIDA INC. ARCHITECTURAL PLANS

OCCUPANCY SAFETY PLAN

PDX TCORE - APPEAL EXHIBITS

DR

AW

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SC

ALE IS C

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REC

T W

HEN

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ON

15" X

21"

02/18/2021

JAB

190386.01

TWL

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9am

EX2a

SEE STRUCTURAL FORADDITIONAL INFORMATION

WALL ALONG GRID LINE 8 WILLACT AS BOTH TEMPORARY

ENVELOPE AND SUPPORT OFPORTION OF ROOF.

EX2a

2

24'-0"DEPLANING

55'-3/4"MEZZANINE

40'-6"ENPLANING

WUT

37'-7"

ENPLANING

56'-9"MEZZANINE

72'-8"MEZZANINE

UU

1-HR TEMP.

STRUCTURAL WALL.(1) LAYER 5/8" GYP.BD. EACH SIDE WITHMIN. R-21 BATT

INSULATION FULLDEPTH OF CAVITYPROVIDEWATERPROOFINGFULL HEIGHT ON

DEMO SIDE. SEESTRUCTURAL FORADDITIONALINFORMATION

TEMPORARY EPDM ROOFING

EXISTING SKYLIGHT TOREMAIN

SOFFIT AT SKYLIGHT

MIN. R-30 RIGID INSULATION

BREAK STUD WALL@ FLOOR -CONTINUEWATERPROOFINGPAST FLOOR

WEATHER BARRIER

EXISTING ROOF TO BEREMOVED UNDER

FUTURE OSP

DRAWN:

CHECKED:

FILE:

2020, ALL RIGHTS RESERVEDCIDA, INC.

C

JOB NUMBER:

DATE:

4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005

503.620.3030 tel | 503.620.5539 fax | www.aaieng.com

THESE DRAWINGS ARE THEPROPERTY OF CIDA INC. AND ARENOT TO BE USED OR

REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CIDA INC. ARCHITECTURAL PLANS

OCCUPANCY SAFETY PLAN

PDX TCORE - APPEAL EXHIBITS

DR

AW

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SC

ALE IS C

OR

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T W

HEN

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ON

15" X

21"

02/18/2021

JAB

190386.01

TWL

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11:4

0am

EX3

PH.4-6 BUILDING SECTION LOOKING WEST @ CONCOURSE LOBBY1

EX3 1/8" = 1'-0"

SEE STRUCTURAL FORADDITIONAL INFORMATION

24'-6"DEPLANING

40'-7-1/2"ENPLANING

56'-9"MEZZANINE

AD'

PH. 4-6: WALL SECTION @ GRIDLINE AD

1/4" = 1'-0"EX3a

1

71'-3"PENTHOUSE

AD

23'-6"BAG ROAD

1-HR TEMP.STRUCTURAL

WALL, 5/8" GYP. BD.EA. SIDE, MIN. R-21

BATT INSULATIONFULL DEPTH OF

CAVITY USEEXISTING SHAFT

WALL WHEREFEASIBLE

TEMP. EPDM

ROOFING OVEREXISTING SLAB

40'-7-1/2"ENPLANING

56'-9"MEZZANINE

AD'

WALL SECTION @ GRIDLINE AD

1/4" = 1'-0"EX3a

2

71'-3"PENTHOUSE

AD

EXISTING FLOOR

SLAB TO REMAIN

1-HR TEMP.STRUCTURAL WALL,5/8" GYP. BD. EA. SIDE,MIN. R-21 BATT

INSULATION FULLDEPTH OF CAVITYUSE EXISTING SHAFTWALL WHEREFEASIBLE

EXISTING ROOF TOREMAIN,INSULATION VALUEUNKNOWN AND

ASSUMED TO BER-19 OR LESS

PORTION OFSTRUCTURE TO BEREMOVED UNDERFUTURE OSP

AD' AD

WALL SECTION

1/4" = 1'-0"EX3a

3

1-HR TEMP

STRUCTURAL WALL. 1LAYER 5/8" GYP. BD.EACH SIDE MIN. R-21BATT INSULATIONFULL DEPTH OF CAVITYRIGID INSULATION

PROVIDEWATERPROOFING FULLHEIGHT ON DEMO

SIDE

PORTION OFSTRUCTURE TO BEREMOVED UNDER

FUTURE OSP

EXISTING FLOORSLAB TO REMAIN

EXISTING ROOF TOREMAIN,

INSULATION VALUEUNKNOWN ANDASSUMED TO BER-19 OR LESS

DRAWN:

CHECKED:

FILE:

2020, ALL RIGHTS RESERVEDCIDA, INC.

C

JOB NUMBER:

DATE:

4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005

503.620.3030 tel | 503.620.5539 fax | www.aaieng.com

THESE DRAWINGS ARE THEPROPERTY OF CIDA INC. AND ARENOT TO BE USED OR

REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CIDA INC. ARCHITECTURAL PLANS

OCCUPANCY SAFETY PLAN

PDX TCORE - APPEAL EXHIBITS

DR

AW

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SC

ALE IS C

OR

REC

T W

HEN

PR

INT

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ON

15" X

21"

02/18/2021

JAB

190386.01

TWL

APPEAL

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11:4

0am

EX3a

SEE STRUCTURAL FORADDITIONAL INFORMATION

D8 D7 D6 D5 D4 D3 D2 D1 2

24'-0"DEPLANING

52'-10"MEZZANINE

37'-7"ENPLANING

0'-0"SEA LEVEL

68'-4"MEZZANINE

56'-9"MEZZANINE

40'-6"ENPLANING

1

24'-0"DEPLANING

EX4b

1EX4a

1PORTION OF STRUCTURETO BE REMOVED UNDERFUTURE OSP

TEMP. EPDM ROOFING

1-HR TEMP. EXTERIOR

STRUCTURAL WALL

PROVIDE WEATHERBARRIER FULL FACE

TEMP. CONSTRUCTIONBARRIER

(E) EXTERIOR FACADETO REMAIN

EXISTING WALL TO REMAINAS WEATHER BARRIER

TEMP. CONSTRUCTION BARRIER

1-HR TEMP. STRUCTURAL WALLPROVIDE WEATHER BARRIER

DRAWN:

CHECKED:

FILE:

2020, ALL RIGHTS RESERVEDCIDA, INC.

C

JOB NUMBER:

DATE:

4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005

503.620.3030 tel | 503.620.5539 fax | www.aaieng.com

THESE DRAWINGS ARE THEPROPERTY OF CIDA INC. AND ARENOT TO BE USED OR

REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CIDA INC. ARCHITECTURAL PLANS

OCCUPANCY SAFETY PLAN

PDX TCORE - APPEAL EXHIBITS

DR

AW

ING

SC

ALE IS C

OR

REC

T W

HEN

PR

INT

ED

ON

15" X

21"

02/18/2021

JAB

190386.01

TWL

APPEAL

C:\U

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ob\A

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021 -

11:4

0am

EX4

PH.5 & 6 - BUILDING SECTION @ CONCOURSE 'D'1

EX4 1/16" = 1'-0"

SEE STRUCTURAL FORADDITIONAL INFORMATION

D1

56'-9"(E) MEZZANINE

40'-6"(E) ENPLANING

1

24'-0"(E) DEPLANING

CONC. 'D' WALL SECTION @ GRIDLINE D1

1/4" = 1'-0"EX4a

1

72'-9"

(E) ROOF LINE

TEMP. EPDM ROOFING

EXISTING ROOF TO REMAININSULATION VALUE UNKNOWNAND ASSUMED TO BE R-19 OR LESS

WEATHERBARRIER

1 HOUR TEMP. STRUCTURAL WALL(1) LAYER 5/8" GYP. BD. EACH SIDE

WITH MIN. R-21 BATT INSULATIONPROVIDE WATERPROOFING FULLHEIGHT ON DEMO SIDE

PROVIDE SOFFIT AS REQUIRED FOR

FULL ENCLOSURE, PROVIDEWEATHER BARRIER AND MIN. R-21BATT INSULATION

PORTION OF STRUCTURE TO BEREMOVED UNDER FUTURE OSP

EXISTING FLOOR SLAB TO REMAIN

DRAWN:

CHECKED:

FILE:

2020, ALL RIGHTS RESERVEDCIDA, INC.

C

JOB NUMBER:

DATE:

4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005

503.620.3030 tel | 503.620.5539 fax | www.aaieng.com

THESE DRAWINGS ARE THEPROPERTY OF CIDA INC. AND ARENOT TO BE USED OR

REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CIDA INC. ARCHITECTURAL PLANS

OCCUPANCY SAFETY PLAN

PDX TCORE - APPEAL EXHIBITS

DR

AW

ING

SC

ALE IS C

OR

REC

T W

HEN

PR

INT

ED

ON

15" X

21"

02/18/2021

JAB

190386.01

TWL

APPEAL

C:\U

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11:4

0am

EX4a

SEE STRUCTURAL FORADDITIONAL INFORMATION

D6

CONC. 'D' WALL SECTION @ GRIDLINE D6-D7

1/4" = 1'-0"EX4b

1

D7

24'-0"DEPLANING

52'-10"MEZZANINE

37'-7"ENPLANING

68'-4"

ROOF LINE

PORTION OF STRUCTURE TOBE REMOVED UNDER FUTURE

OSP

(E) EXTERIOR WALL

WEATHER PROOF BARRIER

1 HOUR TEMP. STRUCTURAL WALL (1)LAYER 5/8" GYP. BD. EACH SIDE WITH

R-21 BATT INSULATION FULL DEPTHOF CAVITY PROVIDE

WATERPROOFING FULL HEIGHT ON

DEMO SIDE

TEMP. INTERIOR STRUCTURAL WALL

TEMP. EPDM ROOFING

EXISTING ROOF TO REMAININSULATION VALUE

UNKNOWN AND ASSUMEDTO BE R-19 OR LESS

DRAWN:

CHECKED:

FILE:

2020, ALL RIGHTS RESERVEDCIDA, INC.

C

JOB NUMBER:

DATE:

4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005

503.620.3030 tel | 503.620.5539 fax | www.aaieng.com

THESE DRAWINGS ARE THEPROPERTY OF CIDA INC. AND ARENOT TO BE USED OR

REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CIDA INC. ARCHITECTURAL PLANS

OCCUPANCY SAFETY PLAN

PDX TCORE - APPEAL EXHIBITS

DR

AW

ING

SC

ALE IS C

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REC

T W

HEN

PR

INT

ED

ON

15" X

21"

02/18/2021

JAB

190386.01

TWL

APPEAL

C:\U

sers

\jerich

ob\A

ppD

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EX4b

SEE STRUCTURAL FORADDITIONAL INFORMATION

23'-6"DEPLANING

56'-9"MEZZANINE

C08C07C06C05C04C03C02C01

40'-7 1/2"ENPLANING

72'-11"MEZZANINE

2'

NEW 1-HR EXTERIOR WALL MIN. R-21BATT INSULATION FULL CAVITY

PORTION OF STRUCTURE TOBE REMOVED UNDER FUTURE

OSP

TEMP. EPDM ROOFING

NEW 1-1/2 HOUR TEMP. ROOF OVERTOILET ROOM -- SLOPE TO DRAIN -

PROVIDE R-30 MIN RIGID INSULATION

TEMP. EPDM ROOFING

1

NEW 3 HOUR FIRE RATED BEARING WALLPROVIDE MIN. R-21 BATT INSULATION FULL

CAVITY W/ WEATHER BARRIER FULL FACE

23'-6"

DEPLANING

56'-9"MEZZANINE

39'-0"ENPLANING

0'-0"SEA LEVEL

C8 C7 C6 C5 C4 C3 C2 C1

40'-7 1/2"ENPLANING

72'-11"MEZZANINE

2'

EX5b

2

EX5a

1

TEMP. EPDM ROOFING

PORTION OF STRUCTURE TO BEREMOVED UNDER FUTURE OSP

DRAWN:

CHECKED:

FILE:

2020, ALL RIGHTS RESERVEDCIDA, INC.

C

JOB NUMBER:

DATE:

4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005

503.620.3030 tel | 503.620.5539 fax | www.aaieng.com

THESE DRAWINGS ARE THEPROPERTY OF CIDA INC. AND ARENOT TO BE USED OR

REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CIDA INC. ARCHITECTURAL PLANS

OCCUPANCY SAFETY PLAN

PDX TCORE - APPEAL EXHIBITS

DR

AW

ING

SC

ALE IS C

OR

REC

T W

HEN

PR

INT

ED

ON

15" X

21"

02/18/2021

JAB

190386.01

TWL

APPEAL

C:\U

sers

\jerich

ob\A

ppD

ata\

Loca

l\T

em

p\A

cPublis

h_15620\E

X2-6

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021 -

11:4

1am

EX5

BUILDING SECTION @ CONCOURSE 'C'2

EX5 1/16" = 1'-0"

BUILDING SECTION @ CONCOURSE 'C'1

EX5 1/16" = 1'-0"

SEE STRUCTURAL FORADDITIONAL INFORMATION

56'-9"MEZZANINE

C7

39'-0"ENPLANING

CONC. 'C' WALL SECTION @ GRIDLINE C7

1/4" = 1'-0"EX5a

1

1 HOUR TEMP. STRUCTURAL WALL(1) LAYER 5/8" GYP. BD. EACH SIDE

WITH R-21 BATT INSULATION FULLDEPTH OF CAVITY, PROVIDE

WATERPROOFING FULL HEIGHT ONDEMO SIDE.

EXISTING ROOF TO REMAIN,INSULATION VALUE UNKNOWN AND

ASSUMED TO BE R-19 OR LESS

WEATHER RESISTANT BARRIER

PORTION OF STRUCTURE TO BEREMOVED UNDER FUTURE OSP

DRAWN:

CHECKED:

FILE:

2020, ALL RIGHTS RESERVEDCIDA, INC.

C

JOB NUMBER:

DATE:

4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005

503.620.3030 tel | 503.620.5539 fax | www.aaieng.com

THESE DRAWINGS ARE THEPROPERTY OF CIDA INC. AND ARENOT TO BE USED OR

REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CIDA INC. ARCHITECTURAL PLANS

OCCUPANCY SAFETY PLAN

PDX TCORE - APPEAL EXHIBITS

DR

AW

ING

SC

ALE IS C

OR

REC

T W

HEN

PR

INT

ED

ON

15" X

21"

02/18/2021

JAB

190386.01

TWL

APPEAL

C:\U

sers

\jerich

ob\A

ppD

ata\

Loca

l\T

em

p\A

cPublis

h_15620\E

X2-6

.dw

g F

eb 1

7, 2

021 -

11:4

1am

EX5a

SEE STRUCTURAL FORADDITIONAL INFORMATION

23'-6"DEPLANING

40'-7-1/2"ENPLANING

56'-9"MEZZANINE

C01 1

WALL SECTION @ CONCOURSE 'C' & SOUTH LOBBY

1/4" = 1'-0"EX5b

1

72'-11"T.O.PARAPET

23'-6"DEPLANING

40'-7-1/2"ENPLANING

C01 1

72'-11"T.O.PARAPET

WALL SECTION @ CONCOURSE 'C' & SOUTH LOBBY

1/4" = 1'-0"EX5b

2

1-HR TEMPORARY STRUCTURAL WALL

1-HR TEMPORARY STRUCTURAL WALL-- SEE STRUCTURAL DRAWINGS BY AAI THISPACKAGE. -- PROVIDE WEATHER BARRIER & R-21BATT INSULATION FULL CAVITY

1-HR TEMPORARY STRUCTURAL WALL-- SEE STRUCTURAL DRAWINGS BY AAITHIS PACKAGE. -- PROVIDE WEATHER BARRIER &

MIN. R-21 BATT INSULATION FULL CAVITY

TEMP. WEATHER BARRIER

TEMP. WEATHER BARRIER

DRAWN:

CHECKED:

FILE:

2020, ALL RIGHTS RESERVEDCIDA, INC.

C

JOB NUMBER:

DATE:

4875 SW Griffith Drive | Suite 300 | Beaverton, OR | 97005

503.620.3030 tel | 503.620.5539 fax | www.aaieng.com

THESE DRAWINGS ARE THEPROPERTY OF CIDA INC. AND ARENOT TO BE USED OR

REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTENPERMISSION OF CIDA INC. ARCHITECTURAL PLANS

OCCUPANCY SAFETY PLAN

PDX TCORE - APPEAL EXHIBITS

DR

AW

ING

SC

ALE IS C

OR

REC

T W

HEN

PR

INT

ED

ON

15" X

21"

02/18/2021

JAB

190386.01

TWL

APPEAL

C:\U

sers

\jerich

ob\A

ppD

ata\

Loca

l\T

em

p\A

cPublis

h_15620\E

X2-6

.dw

g F

eb 1

7, 2

021 -

11:4

2am

EX5b

SEE STRUCTURAL FORADDITIONAL INFORMATION