2022200022_A2_Addendum_3 Drawings AMENDED.pdf

CHECK AND FIELD VERIFY ALL BHS RELATED DIMENSIONS ON THE JOB SITE

BEFORE PROCEEDING WITH WORK AND BE RESPONSIBLE FOR THEIR ACCURACY.

IF DISCREPANCIES ARE FOUND BETWEEN THE BHS DRAWINGS, SPECIFICATIONS

AND FIELD CONDITIONS, REPORT THEM TO THE OWNER.

THE FOLLOWING REQUIREMENTS, TOGETHER WITH THE PROJECT SPECIFICATIONS AND

BHS DRAWINGS SHALL APPLY.

FINISHED FLOOR ELEVATIONS PROVIDED FOR INFORMATION ONLY.

NO DIMENSIONS SHALL BE SCALED. DRAWING DIMENSIONS SHOWN SHALL BE

USED.

BHS CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING BHS RIGHT-OF-WAY ISSUES

AND REPORTING THEM TO THE OWNER.

ALL DIMENSIONS ARE FROM GRID TO OUTER EXTENT OF CONVEYOR SIDEGUARD,

UNLESS NOTED.

ALL OTHER TRADES SHALL MAINTAIN 3' CLEAR RIGHT-OF-WAY (UNLESS NOTED)

FROM TOP OF BELT TO NEAREST OBSTRUCTION. HANGING ANY EQUIPMENT

COMPONENTS (E.G. MECHANICAL, ELECTRICAL, PLUMBING, HVAC). FROM THE

CONVEYOR, CATWALK OR ASSOCIATED SUPPORTS IS NOT ACCEPTABLE.

ALL BHS RIGHTS-OF-WAY SHALL TAKE PRECEDENCE OVER ALL OTHER BUILDING

SERVICES (E.G. MECHANICAL, DUCT WORK AND PIPES, CONDUIT, FIRE

PROTECTION, PLUMBING).

SUPPLY SAFETY DEVICES PER CONTRACT SPECIFICATIONS.

1.

2.

3.

4.

5.

6.

7.

8.

STANDARD

CONVEYOR

TOP OF

BELT

C

LR

3'

R O

W

4'

CONV

3' - 6"

ROW

5' - 6"

MINIMUM 12" CLEARANCE

AROUND ALL BHS

ELEMENTS UNLESS

OTHERWISE NOTED

XXY-ZZ

NEW OR REWORKED CONVEYOR ID

SEQUENTIAL NUMBER OF

COMPONENTS IN TRAIN

SEQUENTIAL NUMBER OF

SUBSYSTEMS OF THIS TYPE

SUBSYSTEM DESCRIPTION

IDENTIFIER

SUBSYSTEM DESCRIPTION IDENTIFIERS

TC - TICKET COUNTER

SHEET NUMBER DESIGNATIONS

B2.10

SEQUENCE DRAWING #

WORK AREA

DISCIPLINE DESIGNATOR

45° POWER TURN

(OPTIONAL DRIVE LOCATIONS SHOWN)

45° SPIRAL POWER TURN

(OPTIONAL DRIVE LOCATIONS SHOWN)

90° POWER TURN

(OPTIONAL DRIVE LOCATIONS SHOWN)

90° SPIRAL POWER TURN

(OPTIONAL DRIVE LOCATIONS SHOWN)

INCLINE CONVEYOR

END ROLLER

QUEUE CONVEYOR

45° POWER TURN

(OPTIONAL DRIVE LOCATIONS SHOWN)

90° POWER TURN

(OPTIONAL DRIVE LOCATIONS SHOWN)

90° SPIRAL POWER TURN

(OPTIONAL DRIVE LOCATIONS SHOWN)

END ROLLER

QUEUE CONVEYOR

45° SPIRAL POWER TURN

(OPTIONAL DRIVE LOCATIONS SHOWN)

INCLINE CONVEYOR

BHS FLOW DIRECTION

TOP OF BELT ELEVATION

UNLESS NOTED

EXISTING BHS EQUIPMENT

DEMOLISHED BHS EQUIPMENT

NEW BHS EQUIPMENT

CONTROL PANEL

ITEM NUMBER

EXISTING EQUIPMENT

ITEM NUMBER

NEW EQUIPMENT

ITEM NUMBER

CONTROL EQUIPMENT

CONVEYOR CROSS SECTION

CONVEYOR WITH DRIVE

CROSS SECTION

XXY-ZZ

XXY-ZZ

XXY-ZZ

PHONE: 203.792.3000

FAX: 203.792.4900

BNPHQ@BNPASSOCIATES.COM

1981 POST ROAD

FAIRFIELD, CT 06824 USA

ASSOCIATES, INC.

B N P

4582 S Ulster St., Suite 1100 Denver, CO 80237

303-409-9700

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

© 2021 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 /4

/2

:3 :3

P

M B

IM

/2

E

U G

C B

IS

E xp a n si o n T

C B

H S

/2 E

U G

C

B

IS

E xp a n si o n

T C

B

H S

B

N P

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SYMBOLS,

LEGENDS,

ABBREVIATIONS

& SHEET LIST

B000

ME

ISSUED FOR BID

Eugene Airport

CBIS TC3

Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

SHEET NO DESCRIPTION

B000 SYMBOLS, LEGENDS, ABBREVIATIONS & SHEET LIST

B001 CONVEYOR MANIFEST

B100 BHS - EXISTING LAYOUT

B101 COORDINATION LAYOUT

B200 BHS - PROPOSED LAYOUT

B400 BHS - SECTION VIEWS

B500 BHS - PROPOSED REMOVAL PATH

B501 BHS - TSA EGRESS PATH

B502 BHS - BAGGAGE INSPECTION STATION

B503 BHS - FAIL SAFE ZONE

B800 BHS - TYPICAL DETAILS

B801 BHS - TYPICAL DETAILS

B802 BHS - TYPICAL DETAILS

GENERAL ABBV DESCRIPTION

AFF ABOVE FINISHED FLOOR

ARCH PROJECT ARCHITECT

BF BETWEEN FRAME

BHS BAGGAGE HANDLING SYSTEM

BHSC BAGGAGE HANDLING SYSTEM CONTRACTOR

BIP BAGGAGE INSERTION POINT

BIS BAGGAGE INSPECTION STATION

BIT BAGGAGE INSPECTION TABLE

BLDG BUILDING

BRP BAGGAGE REMOVAL POINT

BSD BAGGAGE SYSTEM DISPLAY

BVS BAGGAGE VIEWING STATION

CBIS CHECKED BAGGAGE INSPECTION SYSTEM

CBRA CHECKED BAGGAGE RESOLUTION AREA

CL CENTERLINE

CLR CLEAR

CONT CONTINUOUS

CONV CONVEYOR

DWG DRAWING

EDS EXPLOSIVE DETECTION SYSTEM

EL ELEVATION

ENGR ENGINEER OF RECORD

EQUIP EQUIPMENT

ETD EXPLOSIVE TRACE DETECTION

EXST EXISTING

FF FINISHED FLOOR

FIN FINISH

FLA FULL LOAD AMPERAGE

FLR FLOOR

FPM FEET PER MINUTE

FSD FIRE-SECURITY DOOR

GC GENERAL CONTRACTORS

HSPD HIGH SPEED PADDLE DIVERTER

ID IDENTIFICATION

LVL LEVEL

MAINT MAINTENANCE

MAX MAXIMUM

MCP MOTOR CONTROL PANEL

MEP MECHANICAL ELECTRICAL PLUMBING

MFG MANUFACTURER

MIN MINIMUM

MTR MOTOR

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OPNG OPENING

OPS OPERATIONS

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

OSR ON SCREEN RESOLUTION

OTK OPERATIONAL TEST KIT

PLC PROGRAMMABLE LOGIC CONTROLLER

PVS PRIMARY VIEWING STATION

REF REFERENCE

REQD REQUIRED

ROW RIGHT OF WAY

SD SECURITY DOOR

SS STAINLESS STEEL

SVS SECONDARY VIEWING STATION

TCU THREAT CONTAINMENT UNIT

TOB TOP OF BELT

TSA TRANSPORTATION SECURITY ADMINISTRATION

TSO TRANSPORTATION SECURITY OFFICER

TYP TYPICAL

UPS UNINTERRUPTIBLE POWER SUPPLY

VIF VERIFY IN FIELD

CONVEYOR LEGEND FOR PLANS CONVEYOR LEGEND FOR ELEVATIONS GENERAL SYMBOLS LEGEND ABBREVIATIONS BHS DRAWING LIST

IDENTIFICATION NOMENCLATURE CONVEYOR ROW

GENERAL NOTES

No. DESCRIPTION DATE

1 Addendum No. 1 10/25/21

PHONE: 203.792.3000

FAX: 203.792.4900

BNPHQ@BNPASSOCIATES.COM

1981 POST ROAD

FAIRFIELD, CT 06824 USA

ASSOCIATES, INC.

B N P

4582 S Ulster St., Suite 1100 Denver, CO 80237

303-409-9700

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

© 2021 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 /4

/2

:3 :3

P

M B

IM

/2

E

U G

C B

IS

E xp a n si o n T

C B

H S

/2 E

U G

C

B

IS

E xp a n si o n

T C

B

H S

B

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CONVEYOR

MANIFEST

B001

ME

ISSUED FOR BID

Eugene Airport

CBIS TC3

Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

CONVEYOR MANIFEST EXISTING

EXISTING ID Family and Type

CONVEYOR

LENGTH (FT)

TC3-01 Conveyor - Transport: Existing (Load) EUG 5' - 5"

TC3-02 Conveyor - Incline: Existing - EUG 6' - 6"

TC3-03 Conveyor - Transport: Existing - EUG Feed 3' - 6"

TC3-04 Conveyor - Transport: Existing - EUG Feed 3' - 6"

TC3-05 Conveyor - Transport: Existing - EUG 3' - 6"

TC3-07 Conveyor - Transport: Existing - EUG 3' - 6"

TC3-08 Conveyor - Power Turn: Existing (45 Degree) EUG 2 3' - 0"

TC3-FD Doors - Overhead: Existing

TC3-SD Doors - Overhead: Existing

CONVEYOR MANIFEST NEW

NEW ID Family and Type

CONVEYOR

LENGTH (FT)

TC3-06 Conveyor - Transport: EDS2 - EUG 3' - 6"

TC3-09 Conveyor - Transport: Clear - EUG 4' - 0"

TC3-10 Conveyor - Power Turn: Clear (45 Degree) EUG 3' - 0"

TC3-EDS SS - CT80DR+: EDS1

7N 8N 9N

D.5

E

F

G

D.8

D.4

TC4TC3-01

TC3-02

TC3-03

TC3-04

TC3-05

TC3-08

TC3-07

3' - 3"

4'

1'

1"

1'

20' - 0" 20' - 0"

2'

9'

6'

7' - 7"

B400

EXISTING TABLE WITH WORKSTATION

EXISTING SUPPLY CABINET

ETD MACHINE

TC4 NIC

EXISTING BAGGAGE INSPECTION TABLE

EXISTING BHS EQUIPMENT

DEMO BHS EQUIPMENT

PHONE: 203.792.3000

FAX: 203.792.4900

BNPHQ@BNPASSOCIATES.COM

1981 POST ROAD

FAIRFIELD, CT 06824 USA

ASSOCIATES, INC.

B N P

4582 S Ulster St., Suite 1100 Denver, CO 80237

303-409-9700

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

© 2021 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 /4

/2

:3 :3

P

M B

IM

/2

E

U G

C B

IS

E xp a n si o n T

C B

H S

/2 E

U G

C

B

IS

E xp a n si o n

T C

B

H S

B

N P

R

.r vt

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MN

2241872012

BHS − EXISTING

LAYOUT

B100

ME

ISSUED FOR BID

Eugene Airport

CBIS TC3

Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

3/16" = 1'-0"1

TERMINAL LEVEL 1 - TC3 EXISTING CONDITIONS

E

F

G

D.8

D.4

B400

TC4TC3-01

TC3-02

TC3-03

TC3-04

TC3-05

TC3-08

TC3-07

3' - 3"

4'

1'

1"

1'

20' - 0" 20' - 0"

2'

9'

6'

7' - 7"

REMOVE TABLE AND WORKSTATION FROM ROOM.

COORDINATE WITH LOCAL TSA FOR NEW LOCATION IF NECESSARY

EXISTING TABLE TO BE REMOVED

RELOCATE CABINET

COORDINATE WITH LOCAL TSA FOR

NEW LOCATION OF CABINET

TC4 NIC

PHONE: 203.792.3000

FAX: 203.792.4900

BNPHQ@BNPASSOCIATES.COM

1981 POST ROAD

FAIRFIELD, CT 06824 USA

ASSOCIATES, INC.

B N P

4582 S Ulster St., Suite 1100 Denver, CO 80237

303-409-9700

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

© 2021 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 /4

/2

:3 :3

P

M B

IM

/2

E

U G

C B

IS

E xp a n si o n T

C B

H S

/2 E

U G

C

B

IS

E xp a n si o n

T C

B

H S

B

N P

R

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MN

2241872012

COORDINATION

LAYOUT

B101

ME

ISSUED FOR BID

Eugene Airport

CBIS TC3

Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

3/16" = 1'-0"1

TERMINAL LEVEL 1 - COORDINATION LAYOUT

E

F

G

D.8

D.4

TC4

TC3-01

TC3-02

TC3-03

TC3-04

TC3-05

TC3-06

TC3-07

TC3-08

3' - 3" 7' - 7"

B400

B502

B502

20' - 0" 20' - 0"

2'

9'

6'

EL 365' - 1"

EL 366' - 6"

EL 366' - 6"

BSD SCREEN

SVS (TYP)

TC4 NIC

PVS

RELOCATED ETD

EL 1' - 1" AFF

EL 2' - 6" AFF

EDS DEVICE

CT-80DR+ WITH PEDESTAL

AND A/C UNIT

(PROVIDED BY TSA)

EL 2' - 6" AFF

RE-INSERTION POINT

REMOVAL POINT

2' - 0"

3' - 0"

TC3-10

TC3-09

EXISTING BHS EQUIPMENT

NEW BHS EQUIPMENT

PHONE: 203.792.3000

FAX: 203.792.4900

BNPHQ@BNPASSOCIATES.COM

1981 POST ROAD

FAIRFIELD, CT 06824 USA

ASSOCIATES, INC.

B N P

4582 S Ulster St., Suite 1100 Denver, CO 80237

303-409-9700

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

© 2021 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 /4

/2

:3 :3

P

M B

IM

/2

E

U G

C B

IS

E xp a n si o n T

C B

H S

/2 E

U G

C

B

IS

E xp a n si o n

T C

B

H S

B

N P

R

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MN

2241872012

BHS − PROPOSED

LAYOUT

B200

ME

ISSUED FOR BID

Eugene Airport

CBIS TC3

Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

3/16" = 1'-0"1

TERMINAL LEVEL 1 - TC3

No. DESCRIPTION DATE

1 Addendum No. 1 10/25/21

2 Addendum No. 2 11/04/21

TERMINAL 1ST

LEVEL (0'- 0")

364' - 0"

TERMINAL 2ND

LEVEL (13' - 10")

377' - 10"

D.5D.8 D.4

13°

5' - 5"6' - 4"3' - 6"8' - 0"3' - 6" 3' - 6" 3' - 6"3' - 6"

TC3-01

TC3-02

TC3-03

TC3-04

TC3-05

TC3-07

6' - 7"20' - 7"

0"

EL 366' - 6"

EL 366' - 6"

33' - 7"

EL 365' - 1"

EL 2' - 6" AFF

EL 2' - 6" AFF

EL 1' - 1" AFF

TERMINAL 1ST

LEVEL (0'- 0")

364' - 0"

TERMINAL 2ND

LEVEL (13' - 10")

377' - 10"

D.5D.8 D.4

13°

TC3-01

TC3-02

TC3-03

TC3-04

TC3-05

TC3-06

TC3-07

5' - 5"6' - 4"3' - 6"8' - 0"3' - 6"3' - 6"3' - 6"3' - 6"

6' - 7"20' - 7"

0"

B502

EL 366' - 6"EL 366' - 6"

PVS (TYP)

BSD SCREENS

EL 2' - 6" AFFEL 2' - 6" AFF

EDS DEVICE

CT-80DR+ WITH PEDESTAL

AND A/C UNIT

(PROVIDED BY TSA)

EL 365' - 1"

EL 1' - 1" AFF

33' - 2"

TC3-09

EXISTING BHS EQUIPMENT

NEW BHS EQUIPMENT

PHONE: 203.792.3000

FAX: 203.792.4900

BNPHQ@BNPASSOCIATES.COM

1981 POST ROAD

FAIRFIELD, CT 06824 USA

ASSOCIATES, INC.

B N P

4582 S Ulster St., Suite 1100 Denver, CO 80237

303-409-9700

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

© 2021 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 /4

/2

:3 :3

P

M B

IM

/2

E

U G

C B

IS

E xp a n si o n T

C B

H S

/2 E

U G

C

B

IS

E xp a n si o n

T C

B

H S

B

N P

R

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RM

MN

2241872012

BHS − SECTION

VIEWS

B400

ME

ISSUED FOR BID

Eugene Airport

CBIS TC3

Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

3/8" = 1'-0"1

TC3 EXISTING

3/8" = 1'-0"2

TC3 - PROPOSED

EXISTING ETD FOR TC4 TO BE RELOCATED

No. DESCRIPTION DATE

2 Addendum No. 2 11/04/213

E

F

G

D.8

D.4

5' - 0"

EDS REMOVAL PATH

20' - 0" 20' - 0"

2'

9'

6'

PVS (TYP)

BSD SCREENS

TC4 NIC

5'

- 0

5' - 0"

QUICK DISCONNECT CONVEYORS

EDS REMOVAL PATH

PHONE: 203.792.3000

FAX: 203.792.4900

BNPHQ@BNPASSOCIATES.COM

1981 POST ROAD

FAIRFIELD, CT 06824 USA

ASSOCIATES, INC.

B N P

4582 S Ulster St., Suite 1100 Denver, CO 80237

303-409-9700

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

© 2021 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 /4

/2

:3 :3

P

M B

IM

/2

E

U G

C B

IS

E xp a n si o n T

C B

H S

/2 E

U G

C

B

IS

E xp a n si o n

T C

B

H S

B

N P

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MN

2241872012

BHS − PROPOSED

REMOVAL PATH

B500

ME

ISSUED FOR BID

Eugene Airport

CBIS TC3

Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

3/16" = 1'-0"1

TERMINAL LEVEL 1 - BHS - PROPOSED REMOVAL PATH

NOTES:

1. UTILIZE CASTORS AND QUICK DISCONNECT

ELECTRICAL CONNECTIONS AND

COMPONENTS TO ALLOW FOR REMOVAL OF

CONVEYORS DURING EDS REPLACEMENT

OR REMOVAL.

2. PATH MUST MAINTAIN MINIMUM 5'-0" WIDTH

CLEARANCE. MACHINE WIDTH IS 4'-6".

MACHINE LENGTH IS 8'-0".

3. CONVEYORS SHOWN AS QUICK

DISCONNECT SHALL BOTH MECHANICALLY

AND ELECTRICALLY CAPABLE OF QUICK

DISCONNECTING.

No. DESCRIPTION DATE

E

F

G

D.8

D.4

PVS (TYP)

TSA EGRESS PATH

BSD SCREENS

TC4 NIC

NEW RAISED STEEL WORK PLATFORM

REFERENCE DRAWING SHEET G002

FOR BASIS OF DESIGN

EGRESS PATH

PHONE: 203.792.3000

FAX: 203.792.4900

BNPHQ@BNPASSOCIATES.COM

1981 POST ROAD

FAIRFIELD, CT 06824 USA

ASSOCIATES, INC.

B N P

4582 S Ulster St., Suite 1100 Denver, CO 80237

303-409-9700

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

© 2021 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 /4

/2

:3 :3

P

M B

IM

/2

E

U G

C B

IS

E xp a n si o n T

C B

H S

/2 E

U G

C

B

IS

E xp a n si o n

T C

B

H S

B

N P

R

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MN

2241872012

BHS − TSA

EGRESS PATH

B501

ME

ISSUED FOR BID

Eugene Airport

CBIS TC3

Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

3/16" = 1'-0"1

TERMINAL LEVEL 1 - BHS - TSA EGRESS PATH

No. DESCRIPTION DATE

7N

D.8

B502

B502

PVS (TYP)

BSD SCREENS

EDS DEVICE -

CT-80DR+ WITH PEDESTAL

AND A/C UNIT

(PROVIDED BY TSA)

EL 366' - 6"

EL 2' - 6" AFF

3'

"1'

1"

8'

8'

EL 366' - 6"

EL 2' - 6" AFF

TC3-08

TC3-07

TC3-06

TC3-05

TC3-04

TC3-03

TC3-09

TERMINAL 1ST

LEVEL (0'- 0")

364' - 0"

TERMINAL 2ND

LEVEL (13' - 10")

377' - 10"

D.5 D.8

B502

20' - 7"

FDRS

PVS (TYP)

BSD SCREENS

EL 366' - 6"

EL 366' - 6"

C

LE

A R

2'

EL 2' - 6" AFF

EL 2' - 6" AFF

EDS DEVICE -

CT-80DR+ WITH PEDESTAL

AND A/C UNIT

(PROVIDED BY TSA)

TC3-03

TC3-04 TC3-05

TC3-06

TC3-07

TC3-08

3' - 6"8' - 4"

1' - 11"8' - 5"

TERMINAL 1ST

LEVEL (0'- 0")

364' - 0"

7N

B502

BSD SCREENS

PVS (TYP)

EL 366' - 6"

EL 2' - 6" AFF

TC3-06

EDS DEVICE -

CT-80DR+ WITH PEDESTAL

AND A/C UNIT

(PROVIDED BY TSA)

EXISTING BHS EQUIPMENT

NEW BHS EQUIPMENT

PHONE: 203.792.3000

FAX: 203.792.4900

BNPHQ@BNPASSOCIATES.COM

1981 POST ROAD

FAIRFIELD, CT 06824 USA

ASSOCIATES, INC.

B N P

4582 S Ulster St., Suite 1100 Denver, CO 80237

303-409-9700

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

© 2021 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 /4

/2

:3 :4

P

M B

IM

/2

E

U G

C B

IS

E xp a n si o n T

C B

H S

/2 E

U G

C

B

IS

E xp a n si o n

T C

B

H S

B

N P

R

.r vt

09/30/2021

RM

MN

2241872012

BHS − BAGGAGE

INSPECTION

STATION

B502

ME

ISSUED FOR BID

Eugene Airport

CBIS TC3

Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

3/8" = 1'-0"1

TERMINAL LEVEL 1 - TC3 ENLARGED PLAN

1/2" = 1'-0"2

TC3 SECTION VIEW #1

1/2" = 1'-0"3

TC3 SECTION VIEW #2

No. DESCRIPTION DATE

E

F

G

D.8

D.4

TC4

TC3-01

TC3-02

TC3-03

TC3-04

TC3-05

TC3-06

TC3-07

TC3-08

2' - 6" 7' - 11"

20' - 0" 20' - 0"

2'

9'

6'

FAIL SAFE LOCTION:

CONVEYOR TC3-08

FAIL SAFE STOPS TC3-07 &

TC3-08

BSD SCREENS

TC4 NIC

TC3-09

TC3-10

EXISTING BHS EQUIPMENT

NEW BHS EQUIPMENT

FAIL SAFE BHS EQUIPMENT

PHONE: 203.792.3000

FAX: 203.792.4900

BNPHQ@BNPASSOCIATES.COM

1981 POST ROAD

FAIRFIELD, CT 06824 USA

ASSOCIATES, INC.

B N P

4582 S Ulster St., Suite 1100 Denver, CO 80237

303-409-9700

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

© 2021 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 /4

/2

:3 :4

P

M B

IM

/2

E

U G

C B

IS

E xp a n si o n T

C B

H S

/2 E

U G

C

B

IS

E xp a n si o n

T C

B

H S

B

N P

R

.r vt

09/30/2021

RM

MN

2241872012

BHS − FAIL SAFE

ZONE

B503

ME

ISSUED FOR BID

Eugene Airport

CBIS TC3

Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

3/16" = 1'-0"1

TERMINAL LEVEL 1 - TC3 FAIL SAFE ZONE

PVS (TYP)

No. DESCRIPTION DATE

GENERAL LOAD NOTES:

THE CONVEYOR ATTACHMENT METHODS REPRESENTED ON THESE

DRAWINGS ARE FOR REFERENCE ONLY. THE BAGGAGE HANDLING

SYSTEM CONTRACTOR IS REQUIRED TO SUBMIT CONVEYOR

ATTACHMENT DETAILS INCLUDING LOADING CALCULATIONS BY A

REGISTERED PROFESSIONAL ENGINEER TO THE OWNER FOR REVIEW

AND APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION.

1.

2. ALL STRUCTURAL DESIGNS AND ATTACHMENTS SHALL COMPLY WITH

ALL STATE, LOCAL AND NATIONAL GOVERNING CODES AND

REGULATIONS. ALL CONVEYOR EQUIPMENT SHALL BE CAPABLE OF

SUPPORTING A SINGLE CONCENTRATED LOAD OF 250 LB.

BHS SUPPORT ATTACHMENT:

WHEN CONNECTING TO BUILDING STEEL USE BEAM CLAMPS SIZED FOR

THE BOTTOM FLANGE OF THE BEAM. USE A (MIN) 3/4" DIA THREADED

ROD FOR HANGING SUPPORT.

1.

WHEN CONNECTING TO THE CONCRETE STRUCTURE USE EITHER A

HILTI "KWIK BOLT" OR RAWLING "RAWL-STUD" IN SHEAR FOLLOWS:

1000 LB LOAD USE MIN 3/8" DIA WITH 2-1/2" EMBEDMENT (MIN)

1500 LB LOAD USE MIN 1/2" DIA WITH 3-1/2" EMBEDMENT (MIN)

2000 LB LOAD USE MIN 5/8" DIA WITH 4" EMBEDMENT (MIN)

MIN SPACING 4" WITH 8" EDGE DISTANCE.

BAGGAGE CONVEYOR AND CATWALK LOADS:

DURING THE DETAIL DESIGN PERIOD, THE FOLLOWING LOADS WERE

SUPPLIED TO THE STRUCTURAL ENGINEER FOR USE IN DETERMINING

THE LOADS GENERATED BY THE CONVEYOR EQUIPMENT (STATIC AND

DYNAMIC LOADS COMBINED). DURING THE BIDDING PERIOD, PROVIDE

AND CLEARLY IDENTIFY ANY CONVEYOR EQUIPMENT LOADING

REQUIREMENTS MORE STRINGENT THAN WHAT IS SHOWN IN THESE

DOCUMENTS THAT MAY BE ESSENTIAL FOR EQUIPMENT CONNECTIONS

TO THE BUILDING STRUCTURE.

1.

THE CONVEYOR SUPPORT POINT LOADING PLACEMENT AND

CONFIGURATION SHOWN IS REPRESENTATIVE OF ONE POSSIBLE

CONFIGURATION. THIS DIAGRAMMATIC VIEW IS PROVIDED FOR USE BY

THE STRUCTURAL ENGINEER IN DETERMINING ALL LOADS IMPOSED BY

THE NEW BAGGAGE EQUIPMENT AND ASSOCIATED SERVICES. OTHER

CONFIGURATIONS MAY BE PROVIDED.

2.

PROVISION OF THE BAGGAGE EQUIPMENT CONTRACTOR SHALL

PROVIDE SPECIFIC DETAIL SUPPORT DESIGN FOR ALL BUILDING

STRUCTURE CONNECTIONS AND ALL VERTICAL SUPPORT MEMBER

CONNECTIONS TO FLOOR SLAB AND BUILDING STRUCTURE.

THE FINAL STRUCTURAL SUPPORT DESIGN SOLUTION IS THE

RESPONSIBILITY OF THE BAGGAGE EQUIPMENT CONTRACTOR AND

SHALL BE COORDINATED WITH AND APPROVED BY THE BHS

CONTRACTOR'S PROFESSIONAL PROJECT ENGINEER.

THE BAGGAGE EQUIPMENT SUPPLIER IS RESPONSIBLE FOR THE

DESIGN AND STRUCTURAL INTEGRITY OF ALL BOLTS, HANGERS,

SUPPORT MEMBERS, ETC., AND IS TO PROVIDE ALL NECESSARY

MATERIALS REQUIRED FOR INSTALLATION.

3.

4.

5.

SYMBOL DESCRIPTION

CEILING-SUPPORTED CONVEYOR SILL

ASSEMBLY (TYP +7'-6" AND ABOVE)

FLOOR-SUPPORTED CONVEYOR PEDESTAL

ASSEMBLY (TYP +7'-6" AND BELOW)

CONCENTRATED POINT LOAD

(AT SUPPORT LOCATIONS)

THE SYMBOLS BELOW ARE FOR LOCATING GENERAL POSITIONS

OF SUPPORT LOADS. ALL SPECIFIC LOCATIONS SHOULD BE FIELD

VERIFIED TO CONSIDER MAINTENANCE AND REPAIR OF ALL

BEARINGS, ROLLERS, ETC.

6.

THE CUMULATIVE LOADING OF ANY SINGLE POINT SHALL NOT

EXCEED THE SUM OF THE INDIVIDUAL COMPONENT MAXIMUMS

LISTED BELOW. THE MAXIMUM TOTAL INDIVIDUAL LOAD SHALL NOT

EXCEED 2000 LB.

7.

BAGGAGE CONVEYOR AND CATWALK LOADS:

QUEUE CONV. 850 LB EA QUEUE CONV. 215 LB

TYP

10' - 0" 10'-0" MAX

TO NEXT SUPPORT

10'-0" MAX

TO NEXT SUPPORT

1000 LB EACH

DRIVE SECTION

TYP

10' - 0"

NOM

5' - 6"

"HILTI" TYPE ANCHOR

STUDS TYP 2 EACH

SLOTS IN BASE PLATE

ALLOW FOR HEIGHT

ADJUSTMENT OF +/- 3"

VERTICAL SUPPORT CHANNEL 1

PER SIDE AT 10'-0" MAX OC (5'-0"

OC AT LOAD/UNLOAD BELTS)

BHS SUPPORT ATTACHMENT

1. CONNECT THE CONVEYORS TO NEW STEEL FRAME AREAS BY MEANS

OF BEAM CLAMPS SIZED FOR THE BOTTOM FLANGE OF THE BEAM

USE A 5/8" DIA ROD BEAM CLAMP.

2. CONNECTING TO THE EXISTING CONCRETE STRUCTURE USING

EITHER A HILTI "KWIK BOLT" OR RAWLING "RAWL-STUD" AS FOLLOWS:

1000 LB LOAD USE 3/8" DIA (MIN) WITH 2 1/2" (MIN) EMBEDMENT

1500 LB LOAD USE 1/2" DIA (MIN) WITH 3 1/2" (MIN) EMBEDMENT

2000 LB LOAD USE 5/8" DIA (MIN) WITH 4" (MIN)EMBEDMENT

ALL WITH A MIN SPACING OF 12"

FINISHED FLOOR

NOTE: SPECIAL INSPECTION WILL BE REQUIRED FOR POST-

INSTALLED CONCRETE ANCHORS PER OSSC SECTION 1705.1.1

PHONE: 203.792.3000

FAX: 203.792.4900

BNPHQ@BNPASSOCIATES.COM

1981 POST ROAD

FAIRFIELD, CT 06824 USA

ASSOCIATES, INC.

B N P

4582 S Ulster St., Suite 1100 Denver, CO 80237

303-409-9700

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

© 2021 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 /4

/2

:3 :4

P

M B

IM

/2

E

U G

C B

IS

E xp a n si o n T

C B

H S

/2 E

U G

C

B

IS

E xp a n si o n

T C

B

H S

B

N P

R

.r vt

09/30/2021

RM

MN

2241872012

BHS − TYPICAL

DETAILS

B800

ME

ISSUED FOR BID

Eugene Airport

CBIS TC3

Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

1/4" = 1'-0"1

SINGLE LEVEL CONVEYOR STANDARD SUPPORT LOAD LOCATIONS

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

FLOOR SUPPORTED CONVEYOR LEG ATTACHMENT

FAX: 203.792.4900

BNPHQ@BNPASSOCIATES.COM

1981 POST ROAD

FAIRFIELD, CT 06824 USA

ASSOCIATES, INC.

B N P

4582 S Ulster St., Suite 1100 Denver, CO 80237

303-409-9700

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

© 2021 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 /4

/2

:3 :4

P

M B

IM

/2

E

U G

C B

IS

E xp a n si o n T

C B

H S

/2 E

U G

C

B

IS

E xp a n si o n

T C

B

H S

B

N P

R

.r vt

09/30/2021

RM

MN

2241872012

BHS − TYPICAL

DETAILS

B801

ME

ISSUED FOR BID

Eugene Airport

CBIS TC3

Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 974026" = 1'-0"1

BHS OPERATIONAL WARNING SIGN #2

6" = 1'-0"2

BHS OPERATIONAL WARNING SIGN #3

6" = 1'-0"3

BHS OPERATIONAL WARNING SIGN #4

6" = 1'-0"4

BHS OPERATIONAL WARNING SIGN #5

6" = 1'-0"5

BHS OPERATIONAL WARNING SIGN #6

6" = 1'-0"6

BHS OPERATIONAL WARNING SIGN #7

6" = 1'-0"7

BHS OPERATIONAL WARNING SIGN #8

6" = 1'-0"8

BHS OPERATIONAL WARNING SIGN #9

6" = 1'-0"9

BHS OPERATIONAL WARNING SIGN #15

HIGH VOLTAGE

FAX: 203.792.4900

BNPHQ@BNPASSOCIATES.COM

1981 POST ROAD

FAIRFIELD, CT 06824 USA

ASSOCIATES, INC.

B N P

4582 S Ulster St., Suite 1100 Denver, CO 80237

303-409-9700

Oregon Registration No. 0871AF

RS&H Oregon, www.rsandh.com

Architects-Engineers-Planners, P.C.

© 2021 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 /4

/2

:3 :4

P

M B

IM

/2

E

U G

C B

IS

E xp a n si o n T

C B

H S

/2 E

U G

C

B

IS

E xp a n si o n

T C

B

H S

B

N P

R

.r vt

09/30/2021

RM

MN

2241872012

BHS − TYPICAL

DETAILS

B802

ME

ISSUED FOR BID

Eugene Airport

CBIS TC3

Expansion

City of Eugene

28801 Douglas Drive Eugene, Oregon 97402

6" = 1'-0"12

BHS OPERATIONAL WARNING SIGN #12

6" = 1'-0"11

BHS OPERATIONAL WARNING SIGN #11

6" = 1'-0"13

BHS OPERATIONAL WARNING SIGN #13

6" = 1'-0"14

BHS OPERATIONAL WARNING SIGN #14

6" = 1'-0"10

BHS OPERATIONAL WARNING SIGN #10