Attachment E - Conceptual Drawings.pdf

Project Number

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HDR Architecture

10235960

HDR Arlington 3001 Washington Blvd, Suite 200

Arlington, VA 22201

Brookhaven National

Laboratory Upton, New York, Electron Ion Collider

Upton, New York

C o n c e p t

D e s ig n

R e v ie w S u b m it ta l

/0

6/

Concept Design 100% Review

Submittal 11/06/2020

1/

2" 1"

2"

NOT F

OR C

ONSTRUCTIO

N

PRELI

M

IN

ARY

Project Number

Original Issue

Sheet Number

Sheet Name

Project Status

Project Designer

Project Manager

Project Architect

Landscape Architect

Civil Engineer

Structural Engineer

Mechanical Engineer

Electrical Engineer

Interior Designer

Equipment Planner

Wayfinding

Sheet Reviewer

A

B

C

D

12345

A

B

C

D

Plumbing Engineer

09/25/2020 60% Review Submittal

11/06/2020 100% Review Submittal

/6

/2

3:

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G-001

INDEX OF DRAWINGS

Brookhaven National Laboratory Electron Ion Collider

Concept Design 100% Review Submittal

Upton, New York

HDR Architecture

10235960

9/6/2019

HDR Arlington 3001 Washington Blvd, Suite 200 Arlington, VA 22201

Author

Gabriela Kleiman

Tyler Dye

Kevin LeMans

Joseph Dennis

Joseph Krzyzewski

Phil Beadle

Kelly Hartshorn

G-001s - Drawing Index

Sheet Number Sheet Name

14-MECHANICAL

M-100 MECHANICAL - SITE PLAN

M-101 MECHANICAL - PLAN - ALC 01

M-102 MECHANICAL - PLAN - B1002 & CRYO 1002

M-103 MECHANICAL - PLAN - ALC 03

M-104 MECHANICAL - PLAN - B1004

M-105 MECHANICAL - PLAN - ALC 05

M-106 MECHANICAL - PLAN - CRYO 1006

M-107 MECHANICAL - PLAN - ALC 07

M-109 MECHANICAL - PLAN - ALC 09

M-110 MECHANICAL - PLAN - B1010

M-111 MECHANICAL - PLAN - ALC 11

M-112 MECHANICAL - PLAN - B1012

M-601 MECHANICAL - DIAGRAM - ALC 01

M-602.1 MECHANICAL - DIAGRAM - B1002

M-602.2 MECHANICAL - DIAGRAM - CRYO 1002

M-602.3 MECHANICAL - DIAGRAM - TUNNEL 1002

M-603 MECHANICAL - DIAGRAM - ALC 03

M-604.1 MECHANICAL - DIAGRAM - B1004

M-604.2 MECHANICAL - DIAGRAM - TUNNEL 1004

M-605 MECHANICAL - DIAGRAM - ALC 05

M-606 MECHANICAL - DIAGRAM - CRYO 1006

M-607 MECHANICAL - DIAGRAM - ALC 07

M-609 MECHANICAL - DIAGRAM - ALC 09

M-610.1 MECHANICAL - DIAGRAM - B1010

M-610.2 MECHANICAL - DIAGRAM - CRYO 1010

M-610.3 MECHANICAL - DIAGRAM - TUNNEL 1010

M-611 MECHANICAL - DIAGRAM - ALC 11

M-612.1 MECHANICAL - DIAGRAM - B1012

M-612.2 MECHANICAL - DIAGRAM - TUNNEL 1012

15-ELECTRICAL

E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

ES001 ELECTRICAL SITE PLAN - INFO

ES002 ELECTRICAL SITE PLAN

EL101 LIGHTING PLAN - LEVEL 1 - ALC-01

EL102 LIGHTING PLAN - LEVEL 1 - B1002

EL103 LIGHTING PLAN - LEVEL 2 - B1002

EL107 LIGHTING PLAN - LEVEL 1 - ALC-07

EL110 LIGHTING PLAN - LEVEL 1 - B1010 & DI WATER SYSTEM B1010-B

EL111 LIGHTING PLAN - LEVEL 2 - B1010 & DI WATER SYSTEM B1010-B

EP100 ELECTRICAL PLAN - BUILDING 638

EP101 ELECTRICAL PLAN - LEVEL 1 - ALC-01

EP102 ELECTRICAL PLAN - LEVEL 1 - B1002

EP103 ELECTRICAL PLAN - LEVEL 2 - B1002

EP107 ELECTRICAL PLAN - LEVEL 1 - ALC 07

EP110 ELECTRICAL PLAN - LEVEL 1 - B1010 & DI WATER SYSTEM B1010-B

EP111 ELECTRICAL PLAN - LEVEL 2 - B1010 & DI WATER SYSTEM B1010-B

EC101 COMMUNICATIONS AND DATA PLAN - LEVEL 1 - ALC-01

EC102 COMMUNICATIONSAND DATA PLAN - LEVEL 1 - B1002

EC103 COMMUNICATIONSAND DATA PLAN - LEVEL 2 - B1002

EC107 COMMUNICATIONS AND DATA PLAN - LEVEL 1 - ALC-07

EC110 COMMUNICATIONS AND DATA PLAN - LEVEL 1 - B1010 & DI WATER SYSTEM B1010-B

E-401 ELECTRICAL ENLARGED SITE PLAN - ALC-01

E-402 ELECTRICAL ENLARGED SITE PLAN - B1002 & CRYO B1002

E-403 ELECTRICAL ENLARGED SITE PLAN - ALC-03

E-404 ELECTRICAL ENLARGED SITE PLAN - B1004

E-405 ELECTRICAL ENLARGED SITE PLAN - ALC-05

E-406 ELECTRICAL ENLARGED SITE PLAN - CRYO 1006

E-407 ELECTRICAL ENLARGED SITE PLAN - ALC-07

E-409 ELECTRICAL ENLARGED SITE PLAN - ALC-09

E-410 ELECTRICAL ENLARGED SITE PLAN - B1010 & CRYO B1010

E-411 ELECTRICAL ENLARGED SITE PLAN - ALC-11

E-412 ELECTRICAL ENLARGED SITE PLAN - B1012

E-601 ELECTRICAL ONE-LINE DIAGRAM - B1010

E-602 ELECTRICAL SINGLE LINE DIAGRAM - B638

E-603 ELECTRICAL ONE-LINE DIAGRAM - B1010

E-604 ELECTRICAL ONE-LINE DIAGRAM - B1002

G-001s - Drawing Index

Sheet Number Sheet Name

01-GENERAL

G-000 COVER SHEET

G-001 INDEX OF DRAWINGS

G-100 LIFE SAFETY PLAN - ALC-01/03/09/11

G-101 LIFE SAFETY PLAN - B1002

G-102 LIFE SAFETY PLAN - B1004

G-103 LIFE SAFETY PLAN - ALC-05

G-104 LIFE SAFETY PLAN - CRYO 1002/06

G-105 LIFE SAFETY PLAN - ALC-07

G-106 LIFE SAFETY PLAN - B1010 - FIRST FLOOR

G-107 LIFE SAFETY PLAN - B1010 - SECOND FLOOR

G-108 LIFE SAFETY PLAN - CRYO 1010

G-109 LIFE SAFETY PLAN - B1012

05-CIVIL

C-100 EXISTING TOPOGRAPHY

C-101 PROPOSED SITE PLAN

C-102 SITE PLANS FOR THE PECONIC RIVER CORRIDOR AND BUFFER AREAS

C-103 OVERALL UTILITY PLAN

07-STRUCTURAL

S-001 GENERAL NOTES AND ABBREVIATIONS

S-002 SPECIAL INSPECTION AND SCHEDULES

S-100 FLOOR PLANS - ALC-01, ALC-03, ALC-09 & ALC-11 (STEEL BRACED FRAME OPTION)

S-100A FLOOR PLANS - ALC-01, ALC-03, ALC-09 & ALC-11 (CMU SHEAR WALL OPTION)

S-101 FLOOR PLANS - B1002 (STEEL BRACED FRAME OPTION)

S-101A FLOOR PLANS - B1002 (CMU SHEAR WALL OPTION)

S-103 FLOOR PLANS - B1004 (STEEL BRACED FRAME OPTION)

S-103A FLOOR PLANS - B1004 (CMU SHEAR WALL OPTION)

S-104 FLOOR PLANS - ALC-05 (STEEL BRACED FRAME OPTION)

S-104A FLOOR PLANS - ALC-05 (CMU SHEAR WALL OPTION)

S-105 FLOOR PLANS - CRYO 1002 AND CRYO 1006 (STEEL BRACED FRAME OPTION)

S-105A FLOOR PLANS - CRYO 1002 AND CRYO 1006 (CMU SHEAR WALL OPTION)

S-106 FLOOR PLANS - ALC-07 (STEEL BRACED FRAME OPTION)

S-106A FLOOR PLANS - ALC-07 (CMU SHEAR WALL OPTION)

S-107 FLOOR PLANS - B1010 (STEEL BRACED FRAME OPTION)

S-107A FLOOR PLANS - B1010 (CMU SHEAR WALL OPTION)

S-110 FLOOR PLANS - CRYO 1010 (STEEL BRACED FRAME OPTION)

S-110A FLOOR PLANS - CRYO 1010 (CMU SHEAR WALL OPTION)

S-111 FLOOR PLANS - B1012 (STEEL BRACED FRAME OPTION)

S-111A FLOOR PLANS - B1012 (CMU SHEAR WALL OPTION)

S-300 BUILDING SECTIONS

S-301 TYPICAL CONCRETE DETAILS

08-ARCHITECTURAL

A-100 FLOOR PLANS - ALC 01/03/09/11

A-101 SITE PLANS - ALC 09/11

A-102 SITE PLANS - B1002

A-103 FLOOR PLANS - B1002

A-104 FLOOR PLANS - B1004

A-105 FLOOR PLANS - ALC-05

A-106 SITE PLANS - B1006 ALTERNATE

A-107 FLOOR PLANS - CRYO 1002/1006

A-108 FLOOR PLANS - ALC 07

A-109 SITE PLANS - B1010

A-110 FIRST FLOOR PLAN - B1010

A-111 SECOND FLOOR PLAN - B1010

A-112 FLOOR PLANS - CRYO 1010

A-113 FLOOR PLANS - B1012

A-200 EXTERIOR ELEVATIONS - ALC 01/03/09/11

A-201 EXTERIOR ELEVATIONS - B1002

A-202 EXTERIOR ELEVATIONS - B1004

A-203 EXTERIOR ELEVATIONS - ALC 05

A-204 EXTERIOR ELEVATIONS - CRYO 1002/1006

A-205 EXTERIOR ELEVATIONS - ALC 07

A-206 EXTERIOR ELEVATIONS - B1010

A-207 EXTERIOR ELEVATIONS - CRY0 1010

A-208 EXTERIOR ELEVATIONS - B1012

A-300 BUILDING SECTIONS

MARK DATE DESCRIPTION

A-01

A-01

C-01

C-01

3-013-01

2-012-01

B-01

B-01

1-011-01

S P

R

IN

K L

E R

S T

A T

IO

N

F A

P L.

P O

W E

R D

IS

T

R

IB

U T

IO

N

B Y

P A

S S

S W

IT

C

H U

P S

FUTURE EXPANSION

VESTIBULE

ALC-S-A

RCS

POWER

SUPPLIES

ALC-S-B

ELECTRICAL

EQUIPMENT

ALC-S-D

CONTROLS

ELECTRONICS

ALC-S-C

COMMON PATH

50'-0"

T R

A V

E L

D

IS

T A

N C

E

9'

-0

TRAVEL DISTANCE

49'-0"

4-014-01

Room Legend

B

A B C

D

E

F

LIFE SAFETY LEGEND

TRAVEL DISTANCE

999'-11"

COMMON PATH

999'-11"999'-11"

TRAVEL DISTANCE: LONGEST ROUTE TO AN EXIT (MAXIMUM PER

SPACE/AREA SHOWN) (IBC 1017.2)

COMMON PATH: DISTANCE TRAVELED BEFORE AN EXIT PATH IS CHOSEN

(MAXIMUM PER SPACE/ AREA SHOWN) (IBC 1006.2)

EXIT

1/

2" 1"

2"

NOT F

OR C

ONSTRUCTIO

N

PRELI

M

IN

ARY

Project Number

Original Issue

Sheet Number

Sheet Name

Project Status

Project Designer

Project Manager

Project Architect

Landscape Architect

Civil Engineer

Structural Engineer

Mechanical Engineer

Electrical Engineer

Interior Designer

Equipment Planner

Wayfinding

Sheet Reviewer

A

B

C

D

12345

A

B

C

D

Plumbing Engineer

8' 16' 32'

09/25/2020 60% Review Submittal

11/06/2020 100% Review Submittal

/6

/2

:3 4:

A

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G-100

LIFE SAFETY PLAN -

ALC-01/03/09/11

Brookhaven National Laboratory Electron Ion Collider

Concept Design 100% Review Submittal

Upton, New York

HDR Architecture

10235960

09/16/20

HDR Arlington 3001 Washington Blvd, Suite 200 Arlington, VA 22201

Author

Gabriela Kleiman

Tyler Dye

Kevin LeMans

Joseph Dennis

Joseph Krzyzewski

Phil Beadle

Kelly Hartshorn

1/16" = 1'-0" A5

FIRST FLOOR LIFE SAFETY PLAN - ALC-01/03/09/11

UP

M-02

M-02

L-02

L-02

K-02

K-02

J-02

J-02

H-02

H-02

G-02

G-02

F-02

F-02

E-02

E-02

D-02

D-02

C-02

C-02

B-02

B-02

A-02

A-02

4-024-02

2-022-02

1-021-02

3-023-02

1-C02

1-C02

2-C02

2-C02

A-C02

A-C02

5-025-02

N-02

N-02

RCS SEPTUM RCS SEPTUM

MCC PA D.I SYSTEM

PUMPS 1 PUMPS 2

EXH-1 EXH-2 FILTERS

SPRINKLER

STATION

PAP EXPANSION

TANK

CONTROL

RACK

OPTICAL TABLES

PUMPS 3 PUMPS 4

EXH-3 EXH-4PAP EXPANSION

TANK

PA D.I SYSTEM

CONTROL

RACK

DI

WATER

SYSTEM

1002-B

RF

EQUIPMENT

ROOM

1002-C

CATHODE

FACTORY

1002-G

SWITCHGEAR

1002-F

CHILLER

ROOM

1002-M

GOWNING

1002-O

LASER

ROOM

1002-N

GUN

ROOM

1002-J

LOBBY

1002-I

RCS

SEPTUM

ROOM

1002-A

SERVICE

VESTIBULE

1002-H

ELEVATOR

CONTROLS

ELECTRONICS

1002-E

COMMON PATH

24'-0"

TRAVEL DISTANCE

156'-0"

C O

M M

O N

P A

T H

-0

MACHINE

ROOM

1002-K

C O

M M

O N

P A

'-0

TRAVEL DISTANCE

95'-0"

R A

C K

S

COMMON PATH

102'-0"

OFFICE

1002-D

STAIR

1002-V

M-02

M-02

L-02

L-02

K-02

K-02

J-02

J-02

H-02

H-02

G-02

G-02

F-02

F-02

E-02

E-02

D-02

D-02

C-02

C-02

B-02

B-02

A-02

A-02

4-024-02

2-022-02

1-021-02

3-023-02

1-C02

1-C02

2-C02

2-C02

A-C02

A-C02

5-025-02

N-02

N-02

ELEVATOR

LOBBY

SECOND

FLOOR

1002-L

POWER

SUPPLY

RACKS

1002-Q

CONTROLS

ELECTRONICS

1002-R

RF

SECOND

FLOOR

1002-T

TRAVEL DISTANCE

82'-0"

COMMON PATH

74'-0"

TRAVEL DISTANCE

148'-0"

Room Legend

B

ROOF

RESTROOM

1002-P

ROOF - EARTH

SHIELDING AT GRADE

STAIR

1002-W

STAIR

1002-U

LIFE SAFETY LEGEND

TRAVEL DISTANCE

999'-11"

COMMON PATH

999'-11"999'-11"

TRAVEL DISTANCE: LONGEST ROUTE TO AN EXIT (MAXIMUM PER

SPACE/AREA SHOWN) (IBC 1017.2)

COMMON PATH: DISTANCE TRAVELED BEFORE AN EXIT PATH IS CHOSEN

(MAXIMUM PER SPACE/ AREA SHOWN) (IBC 1006.2)

EXIT

1/

2" 1"

2"

NOT F

OR C

ONSTRUCTIO

N

PRELI

M

IN

ARY

Project Number

Original Issue

Sheet Number

Sheet Name

Project Status

Project Designer

Project Manager

Project Architect

Landscape Architect

Civil Engineer

Structural Engineer

Mechanical Engineer

Electrical Engineer

Interior Designer

Equipment Planner

Wayfinding

Sheet Reviewer

A

B

C

D

12345

A

B

C

D

Plumbing Engineer

8' 16' 32'

09/25/2020 60% Review Submittal

11/06/2020 100% Review Submittal

/6

/2

:3 4:

A

M C

:\r vt

\2

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-A

-B N

L- E

IC

_C

E N

TR

A

Lv

_T yl er .D ye

5.

rv t

G-101

LIFE SAFETY PLAN -

B1002

Brookhaven National Laboratory Electron Ion Collider

Concept Design 100% Review Submittal

Upton, New York

HDR Architecture

10235960

09/16/20

HDR Arlington 3001 Washington Blvd, Suite 200 Arlington, VA 22201

Author

Gabriela Kleiman

Tyler Dye

Kevin LeMans

Joseph Dennis

Joseph Krzyzewski

Phil Beadle

Kelly Hartshorn

1/16" = 1'-0" A5

FIRST FLOOR LIFE SAFETY PLAN - B1002

1/16" = 1'-0" C5

SECOND FLOOR LIFE SAFETY PLAN - B1002

A-04A-04

B-04B-04

C-04C-04

D-04D-04

E-04E-04

F-04F-04

2-04

2-04

1-04

1-04

P U

L S

E D

S E

P T

U M

P

U L

S E

D S

E P

T U

M

D C

S E

P T

U M

SPRINKLER

STATION

P U

M P

S

P U

M P

S

M C

C P

A D

.I S

Y S

T E

M

F

IL

T E

R S

P A

P E

X P

A N

S

IO

N

A

N K

E X

H -1

E X

H -2

SEPTUM

ROOM

1004-A

DI

WATER

SYSTEM

1004-B

ELECTRICAL

EQUIPMENT

1004-C

N E

P A

N E

L

E L

P

E L

P

E L

P

MCC T T

UPS

BYPASS

SWITCH

W A

T E

R E

X C

H A

N G

E W

A T

E R

E X

C H

A N

G E

C

O M

M U

N

IC

A T

IO

N

R A

C K

S

"X

TRAVEL DISTANCE

82'-0"

Room Legend

B

C O

M M

O N

P A

T H

8'

-6

TRAVEL DISTANCE

58'-6"

LIFE SAFETY LEGEND

TRAVEL DISTANCE

999'-11"

COMMON PATH

999'-11"999'-11"

TRAVEL DISTANCE: LONGEST ROUTE TO AN EXIT (MAXIMUM PER

SPACE/AREA SHOWN) (IBC 1017.2)

COMMON PATH: DISTANCE TRAVELED BEFORE AN EXIT PATH IS CHOSEN

(MAXIMUM PER SPACE/ AREA SHOWN) (IBC 1006.2)

EXIT

1/

2" 1"

2"

NOT F

OR C

ONSTRUCTIO

N

PRELI

M

IN

ARY

Project Number

Original Issue

Sheet Number

Sheet Name

Project Status

Project Designer

Project Manager

Project Architect

Landscape Architect

Civil Engineer

Structural Engineer

Mechanical Engineer

Electrical Engineer

Interior Designer

Equipment Planner

Wayfinding

Sheet Reviewer

A

B

C

D

12345

A

B

C

D

Plumbing Engineer

8' 16' 32'

09/25/2020 60% Review Submittal

11/06/2020 100% Review Submittal

/6

/2

:3 4:

A

M C

:\r vt

\2

0\

-A

-B N

L- E

IC

_C

E N

TR

A

Lv

_T yl er .D ye

5.

rv t

G-102

LIFE SAFETY PLAN -

B1004

Brookhaven National Laboratory Electron Ion Collider

Concept Design 100% Review Submittal

Upton, New York

HDR Architecture

10235960

09/16/20

HDR Arlington 3001 Washington Blvd, Suite 200 Arlington, VA 22201

Author

Gabriela Kleiman

Tyler Dye

Kevin LeMans

Joseph Dennis

Joseph Krzyzewski

Phil Beadle

Kelly Hartshorn

1/16" = 1'-0" A5

FIRST FLOOR LIFE SAFETY PLAN - B1004

D-05

D-05

A-05

A-05

1-05 1-05

2-05 2-05

B-05

B-05

3-05 3-05

C-05

C-05

S P

R

IN

K L

E R

S T

A T

IO

N

F A

P L.

POWER DISTRIBUTION

TTN

E

P A

N E

L

B Y

P A

S S

S W

IT

C

H U

P S

C O

M M

O N

P A

7'

-6

TRAVEL DISTANCE

125'-0"

T R

A V

E L

D

IS

T A

N

0'

RCS

POWER

SUPPLIES

ALC-M-B

CONTROLS

ELECTRONICS

ALC-M-C

ELECTRICAL

EQUIPMENT

ALC-M-D

VESTIBULE

ALC-M-A

Room Legend

B

SWITCHGEAR

ALC-M-E

FUTURE EXAPNSION

A

B

C D G I

E

F

H

LIFE SAFETY LEGEND

TRAVEL DISTANCE

999'-11"

COMMON PATH

999'-11"999'-11"

TRAVEL DISTANCE: LONGEST ROUTE TO AN EXIT (MAXIMUM PER

SPACE/AREA SHOWN) (IBC 1017.2)

COMMON PATH: DISTANCE TRAVELED BEFORE AN EXIT PATH IS CHOSEN

(MAXIMUM PER SPACE/ AREA SHOWN) (IBC 1006.2)

EXIT

1/

2" 1"

2"

NOT F

OR C

ONSTRUCTIO

N

PRELI

M

IN

ARY

Project Number

Original Issue

Sheet Number

Sheet Name

Project Status

Project Designer

Project Manager

Project Architect

Landscape Architect

Civil Engineer

Structural Engineer

Mechanical Engineer

Electrical Engineer

Interior Designer

Equipment Planner

Wayfinding

Sheet Reviewer

A

B

C

D

12345

A

B

C

D

Plumbing Engineer

8' 16' 32'

09/25/2020 60% Review Submittal

11/06/2020 100% Review Submittal

/6

/2

:3 4:

A

M C

:\r vt

\2

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-A

-B N

L- E

IC

_C

E N

TR

A

Lv

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5.

rv t

G-103

LIFE SAFETY PLAN -

ALC-05

Brookhaven National Laboratory Electron Ion Collider

Concept Design 100% Review Submittal

Upton, New York

HDR Architecture

10235960

09/16/20

HDR Arlington 3001 Washington Blvd, Suite 200 Arlington, VA 22201

Author

Gabriela Kleiman

Tyler Dye

Kevin LeMans

Joseph Dennis

Joseph Krzyzewski

Phil Beadle

Kelly Hartshorn

1/16" = 1'-0" A5

FIRST FLOOR LIFE SAFETY PLAN - ALC-05

1-C02 1-C02

2-C02 2-C02

3-C03 3-C03

4-C04 4-C04

A-C02

A-C02

B-C02

B-C02

C-C03

C-C03

EQUIPMENT

MAINTENANCE

AREA

1002C-B

CRYOGENIC

EQUIPMENT

1002C-A

CRYO

EQUIPMENT

CONTROLS

1002C-C

HELIUM COMPRESSOR 1-16 BAR

P U

M P

SHELIUM VACUUM COMPRESSOR

HELIUM COMPRESSOR 1-16 BAR

HELIUM VACUUM COMPRESSOR

COLD

BOX

1002C-D

C O

M M

O N

P A

5'

-6

TRAVEL DISTANCE

77'-6"

LIFE SAFETY LEGEND

TRAVEL DISTANCE

999'-11"

COMMON PATH

999'-11"999'-11"

TRAVEL DISTANCE: LONGEST ROUTE TO AN EXIT (MAXIMUM PER

SPACE/AREA SHOWN) (IBC 1017.2)

COMMON PATH: DISTANCE TRAVELED BEFORE AN EXIT PATH IS CHOSEN

(MAXIMUM PER SPACE/ AREA SHOWN) (IBC 1006.2)

EXIT

1-C02 1-C02

2-C02 2-C02

3-C03 3-C03

4-C04 4-C04

A-C02

A-C02

B-C02

B-C02

C-C03

C-C03

SWITCHGEAR

1002C-E

OPEN TO BELOW

C O

M M

O N

P A

-0

Room Legend

B

1/

2" 1"

2"

NOT F

OR C

ONSTRUCTIO

N

PRELI

M

IN

ARY

Project Number

Original Issue

Sheet Number

Sheet Name

Project Status

Project Designer

Project Manager

Project Architect

Landscape Architect

Civil Engineer

Structural Engineer

Mechanical Engineer

Electrical Engineer

Interior Designer

Equipment Planner

Wayfinding

Sheet Reviewer

A

B

C

D

12345

A

B

C

D

Plumbing Engineer

8' 16' 32'

09/25/2020 60% Review Submittal

11/06/2020 100% Review Submittal

/6

/2

:3 4:

A

M C

:\r vt

\2

0\

-A

-B N

L- E

IC

_C

E N

TR

A

Lv

_T yl er .D ye

5.

rv t

G-104

LIFE SAFETY PLAN -

CRYO 1002/06

Brookhaven National Laboratory Electron Ion Collider

Concept Design 100% Review Submittal

Upton, New York

HDR Architecture

10235960

09/16/20

HDR Arlington 3001 Washington Blvd, Suite 200 Arlington, VA 22201

Author

Gabriela Kleiman

Tyler Dye

Kevin LeMans

Joseph Dennis

Joseph Krzyzewski

Phil Beadle

Kelly Hartshorn

1/16" = 1'-0" A5

FIRST FLOOR LIFE SAFETY PLAN - CRYO 1002/06

MARK DATE DESCRIPTION

1/16" = 1'-0" B5

SECOND FLOOR LIFE SAFETY PLAN - CRYO 1002/06

1-07

1-07

4-07

4-07

B-07 B-07

C-07 C-07

D-07 D-07

E-07 E-07

2-07

2-07

3-07

3-07

A-07 A-07

Room Legend

B

UPS

BYPASS

SWITCH

P O

W E

R D

IS

T

R

IB

U T

IO

N

F A

P L

S P

R

IN

K

LE

R

S

A T

IO

N

S P

R

IN

K

LE

R

S

A T

IO

N

1 1 1 1

FUTURE EXAPNSION

RCS

POWER

SUPPLIES

ALC-L-B

VESTIBULE

ALC-L-A

SWITCHGEAR

ALC-L-E

CONTROLS

ELECTRONICS

ALC-L-C

C O

M M

O N

P A

8'

-0

TRAVEL DISTANCE

104'-0"

TRAVEL DISTANCE

115'-0"

ELECTRICAL

EQUIPMENT

ALC-L-D

A B

C D

E F G

H I

J

K K L L

M

LIFE SAFETY LEGEND

TRAVEL DISTANCE

999'-11"

COMMON PATH

999'-11"999'-11"

TRAVEL DISTANCE: LONGEST ROUTE TO AN EXIT (MAXIMUM PER

SPACE/AREA SHOWN) (IBC 1017.2)

COMMON PATH: DISTANCE TRAVELED BEFORE AN EXIT PATH IS CHOSEN

(MAXIMUM PER SPACE/ AREA SHOWN) (IBC 1006.2)

EXIT

1/

2" 1"

2"

NOT F

OR C

ONSTRUCTIO

N

PRELI

M

IN

ARY

Project Number

Original Issue

Sheet Number

Sheet Name

Project Status

Project Designer

Project Manager

Project Architect

Landscape Architect

Civil Engineer

Structural Engineer

Mechanical Engineer

Electrical Engineer

Interior Designer

Equipment Planner

Wayfinding

Sheet Reviewer

A

B

C

D

12345

A

B

C

D

Plumbing Engineer

8' 16' 32'

09/25/2020 60% Review Submittal

11/06/2020 100% Review Submittal

/6

/2

:3 4:

A

M C

:\r vt

\2

0\

-A

-B N

L- E

IC

_C

E N

TR

A

Lv

_T yl er .D ye

5.

rv t

G-105

LIFE SAFETY PLAN -

ALC-07

Brookhaven National Laboratory Electron Ion Collider

Concept Design 100% Review Submittal

Upton, New York

HDR Architecture

10235960

09/16/20

HDR Arlington 3001 Washington Blvd, Suite 200 Arlington, VA 22201

Author

Gabriela Kleiman

Tyler Dye

Kevin LeMans

Joseph Dennis

Joseph Krzyzewski

Phil Beadle

Kelly Hartshorn

1/16" = 1'-0" A5

FIRST FLOOR LIFE SAFETY PLAN - ALC-07

UP UP

A-10

A-10

B-10

B-10

C-10

C-10

D-10

D-10

E-10

E-10

F-10

F-10

H-10

H-10

G-10

G-10

J-10

J-10

K-10

K-10

L-10

L-10

M-10

M-10

1-10 1-10

3-10 3-10

4-10 4-10

2-10 2-10

POWER

SUPPLIES

1010-A

MISC.

EQUIPMENT

1010-C

OFFICE

1010-D

MISC.

EQUIPMENT

1010-G

DI

WATER

SYSTEM

1010-B

RF POWER AMPLIFIERS

LABYRINTH FOR ACCESS TO TUNNEL - ALTERNATE

RF POWER AMPLIFIERS RF POWER AMPLIFIERS RF POWER AMPLIFIERS RF POWER AMPLIFIERS

1-10.1 1-10.1

3-10.1 3-10.1

2-10.1 2-10.1

A10.1

A10.1

D10.1

D10.1

B10.1

B10.1

C10.1

C10.1

STAIR

1010-I

STAIR

1010-H

Room Legend

B

COMMON PATH

38'-0"

T R

A V

E L

D

IS

T A

N

-0

TRAVEL DISTANCE

52'-0"

C O

M M

O N

P A

-0

TRAVEL DISTANCE

120'-6"

LIFE SAFETY LEGEND

TRAVEL DISTANCE

999'-11"

COMMON PATH

999'-11"999'-11"

TRAVEL DISTANCE: LONGEST ROUTE TO AN EXIT (MAXIMUM PER

SPACE/AREA SHOWN) (IBC 1017.2)

COMMON PATH: DISTANCE TRAVELED BEFORE AN EXIT PATH IS CHOSEN

(MAXIMUM PER SPACE/ AREA SHOWN) (IBC 1006.2)

EXIT

1/

2" 1"

2"

NOT F

OR C

ONSTRUCTIO

N

PRELI

M

IN

ARY

Project Number

Original Issue

Sheet Number

Sheet Name

Project Status

Project Designer

Project Manager

Project Architect

Landscape Architect

Civil Engineer

Structural Engineer

Mechanical Engineer

Electrical Engineer

Interior Designer

Equipment Planner

Wayfinding

Sheet Reviewer

A

B

C

D

12345

A

B

C

D

Plumbing Engineer

8' 16' 32'

09/25/2020 60% Review Submittal

11/06/2020 100% Review Submittal

/6

/2

:3 4:

A

M C

:\r vt

\2

0\

-A

-B N

L- E

IC

_C

E N

TR

A

Lv

_T yl er .D ye

5.

rv t

G-106

LIFE SAFETY PLAN -

B1010 - FIRST FLOOR

Brookhaven National Laboratory Electron Ion Collider

Concept Design 100% Review Submittal

Upton, New York

HDR Architecture

10235960

09/16/20

HDR Arlington 3001 Washington Blvd, Suite 200 Arlington, VA 22201

Author

Gabriela Kleiman

Tyler Dye

Kevin LeMans

Joseph Dennis

Joseph Krzyzewski

Phil Beadle

Kelly Hartshorn

1/16" = 1'-0" A5

FIRST FLOOR LIFE SAFETY PLAN - B1010

UP UP

A-10

A-10

B-10

B-10

C-10

C-10

D-10

D-10

E-10

E-10

F-10

F-10

H-10

H-10

G-10

G-10

J-10

J-10

K-10

K-10

L-10

L-10

M-10

M-10

1-10 1-10

3-10 3-10

4-10 4-10

2-10 2-10

SECOND

FLOOR

CIRCULATORS

WAVEGUIDES

1010-F

WAVEGUIDES, CIRCULATORS,

AND DUMMY LOADS

WAVEGUIDES, CIRCULATORS,

AND DUMMY LOADS

WAVEGUIDES, CIRCULATORS,

AND DUMMY LOADS

WAVEGUIDES, CIRCULATORS,

AND DUMMY LOADS

WAVEGUIDES, CIRCULATORS,

AND DUMMY LOADS

1-10.1 1-10.1

3-10.1 3-10.1

2-10.1 2-10.1

A10.1

A10.1

D10.1

D10.1

B10.1

B10.1

C10.1

C10.1

STAIR

1010-J

STAIR

1010-K

ROOF

C O

M M

O N

P A

-0

TRAVEL DISTANCE

127'-0"

Room Legend

B

ROOF - ALTERNATE

LIFE SAFETY LEGEND

TRAVEL DISTANCE

999'-11"

COMMON PATH

999'-11"999'-11"

TRAVEL DISTANCE: LONGEST ROUTE TO AN EXIT (MAXIMUM PER

SPACE/AREA SHOWN) (IBC 1017.2)

COMMON PATH: DISTANCE TRAVELED BEFORE AN EXIT PATH IS CHOSEN

(MAXIMUM PER SPACE/ AREA SHOWN) (IBC 1006.2)

EXIT

1/

2" 1"

2"

NOT F

OR C

ONSTRUCTIO

N

PRELI

M

IN

ARY

Project Number

Original Issue

Sheet Number

Sheet Name

Project Status

Project Designer

Project Manager

Project Architect

Landscape Architect

Civil Engineer

Structural Engineer

Mechanical Engineer

Electrical Engineer

Interior Designer

Equipment Planner

Wayfinding

Sheet Reviewer

A

B

C

D

12345

A

B

C

D

Plumbing Engineer

8' 16' 32'

09/25/2020 60% Review Submittal

11/06/2020 100% Review Submittal

/6

/2

:3 4:

A

M C

:\r vt

\2

0\

-A

-B N

L- E

IC

_C

E N

TR

A

Lv

_T yl er .D ye

5.

rv t

G-107

LIFE SAFETY PLAN -

B1010 - SECOND

FLOOR

Brookhaven National Laboratory Electron Ion Collider

Concept Design 100% Review Submittal

Upton, New York

HDR Architecture

10235960

09/23/20

HDR Arlington 3001 Washington Blvd, Suite 200 Arlington, VA 22201

Author

Gabriela Kleiman

Tyler Dye

Kevin LeMans

Joseph Dennis

Joseph Krzyzewski

Phil Beadle

Kelly Hartshorn

1/16" = 1'-0" A5

SECOND FLOOR LIFE SAFETY PLAN - B1010

A-C10

A-C10

C-C10

C-C10

1-C101-C10

2-C102-C10

3-C103-C10

4-C104-C10

B-C10

B-C10

5-C105-C10

CRYO

EQUIPMENT

CONTROLS

1010C-C

EQUIPMENT

MAINTENANCE

AREA

1010C-B

CRYOGENIC

EQUIPMENT

1010C-A

HELIUM VACUUM COMPRESSOR

HELIUM VACUUM COMPRESSOR

HELIUM COMPRESSOR 1-16 BAR

HELIUM COMPRESSOR 1-16 BAR

P U

M P

S

HELIUM VACUUM COMPRESSOR

COLD

BOX

1010C-D

COMMON PATH

35'-6"

TRAVEL DISTANCE

77''-0"

TRAVEL DISTANCE

70''-0"

LIFE SAFETY LEGEND

TRAVEL DISTANCE

999'-11"

COMMON PATH

999'-11"999'-11"

TRAVEL DISTANCE: LONGEST ROUTE TO AN EXIT (MAXIMUM PER

SPACE/AREA SHOWN) (IBC 1017.2)

COMMON PATH: DISTANCE TRAVELED BEFORE AN EXIT PATH IS CHOSEN

(MAXIMUM PER SPACE/ AREA SHOWN) (IBC 1006.2)

EXIT

A-C10

A-C10

C-C10

C-C10

1-C101-C10

2-C102-C10

3-C103-C10

4-C104-C10

B-C10

B-C10

5-C105-C10

SWITCHGEAR

1010C-E

OPEN TO BELOW

C O

M M

O N

P A

-6

Room Legend

B

1/

2" 1"

2"

NOT F

OR C

ONSTRUCTIO

N

PRELI

M

IN

ARY

Project Number

Original Issue

Sheet Number

Sheet Name

Project Status

Project Designer

Project Manager

Project Architect

Landscape Architect

Civil Engineer

Structural Engineer

Mechanical Engineer

Electrical Engineer

Interior Designer

Equipment Planner

Wayfinding

Sheet Reviewer

A

B

C

D

12345

A

B

C

D

Plumbing Engineer

8' 16' 32'

09/25/2020 60% Review Submittal

11/06/2020 100% Review Submittal

/6

/2

:3 4:

A

M C

:\r vt

\2

0\

-A

-B N

L- E

IC

_C

E N

TR

A

Lv

_T yl er .D ye

5.

rv t

G-108

LIFE SAFETY PLAN -

CRYO 1010

Brookhaven National Laboratory Electron Ion Collider

Concept Design 100% Review Submittal

Upton, New York

HDR Architecture

10235960

09/16/20

HDR Arlington 3001 Washington Blvd, Suite 200 Arlington, VA 22201

Author

Gabriela Kleiman

Tyler Dye

Kevin LeMans

Joseph Dennis

Joseph Krzyzewski

Phil Beadle

Kelly Hartshorn

1/16" = 1'-0" A5

FIRST FLOOR LIFE SAFETY PLAN - CRYO 1010

MARK DATE DESCRIPTION

1/16" = 1'-0" B5

SECOND FLOOR LIFE SAFETY PLAN - CRYO 1010

A-12

A-12

C-12

C-12

D-12

D-12

E-12

E-12

3-12 3-12

5-12 5-12

4-12 4-12

2-12 2-12

1-12 1-12

B-12

B-12

DC/SLOW PULSE SEPTUM 3 ESR INJECTION

PULSED SEPTUM 1 ESR INJECTION

ESR INJECTION BUMP 3

BUMP OR KICKER 3 ESR INJECTION CORRECTION

RESERVE

DC/SLOW PULSE SEPTUM 2 ESR INJECTION

DC/SLOW PULSE SEPTUM 5 ESR INJECTION

ESR INJECTION BUMP 2

BUMP OR KICKER 2 ESR INJECTION CORRECTION

RESERVE

DC/SLOW PULSE SEPTUM 1 ESR INJECTION

DC/SLOW PULSE SEPTUM 4 ESR INJECTION

ESR INJECTION BUMP 1

BUMP OR KICKER 1 ESR INJECTION CORRECTION

RESERVE

NA

PG6

PG5

P U

M P

S

X H

-1

P U

M P

S

SPRINKLER

STATION

FIRE ALARM PL.

DI

WATER

SYSTEM

1012-A

POWER

SUPPLIES

1012-C

POWER

SUPPLIES

1012-B

KICKER 2 RCS EXTRACTION

KICKER 5 RCS EXTRACTION

KICKER 1 RCS EXTRACTION

KICKER 4 RCS EXTRACTION

PULSED SEPTUM 1 RCS EXTRACTION

DC/SLOW PULSED SEPTUM 3 RCS EXTRACTION

ESR INJECTION BUMP 1

DC/SLOW PULSE SEPTUM 1 ESR INJECTION

DC/SLOW PULSE SEPTUM 4 ESR INJECTION

ESR INJECTION BUMP 2 ESR INJECTION BUMP 3

DC/SLOW PULSE SEPTUM 5 ESR INJECTION

DC/SLOW PULSE SEPTUM 2 ESR INJECTION

RESERVE

KICKER 3 RCS EXTRACTION

PG3

PG4

PG3

M C

C T

T

NE

PANEL

ELP1

ELP2

ELP3

ELECTRICAL

EQUIPMENT

1012-D

VESTIBULE

1012-F

UPS

BYPASS

SWITCH

W A

T E

R E

X C

H A

N G

E W

A T

E R

E X

C H

A N

G E

COMMUNICATION RACKS

C O

M M

O N

P A

-0

T R

A V

E L

D

IS

T A

N

'-6

TRAVEL DISTANCE

110'-0"

WATER

EXCHANGE

1012-E

Room Legend

B

LIFE SAFETY LEGEND

TRAVEL DISTANCE

999'-11"

COMMON PATH

999'-11"999'-11"

TRAVEL DISTANCE: LONGEST ROUTE TO AN EXIT (MAXIMUM PER

SPACE/AREA SHOWN) (IBC 1017.2)

COMMON PATH: DISTANCE TRAVELED BEFORE AN EXIT PATH IS CHOSEN

(MAXIMUM PER SPACE/ AREA SHOWN) (IBC 1006.2)

EXIT

1/

2" 1"

2"

NOT F

OR C

ONSTRUCTIO

N

PRELI

M

IN

ARY

Project Number

Original Issue

Sheet Number

Sheet Name

Project Status

Project Designer

Project Manager

Project Architect

Landscape Architect

Civil Engineer

Structural Engineer

Mechanical Engineer

Electrical Engineer

Interior Designer

Equipment Planner

Wayfinding

Sheet Reviewer

A

B

C

D

12345

A

B

C

D

Plumbing Engineer

8' 16' 32'

09/25/2020 60% Review Submittal

11/06/2020 100% Review Submittal

/6

/2

:3 4:

A

M C

:\r vt

\2

0\

-A

-B N

L- E

IC

_C

E N

TR

A

Lv

_T yl er .D ye

5.

rv t

G-109

LIFE SAFETY PLAN -

B1012

Brookhaven National Laboratory Electron Ion Collider

Concept Design 100% Review Submittal

Upton, New York

HDR Architecture

10235960

09/16/20

HDR Arlington 3001 Washington Blvd, Suite 200 Arlington, VA 22201

Author

Gabriela Kleiman

Tyler Dye

Kevin LeMans

Joseph Dennis

Joseph Krzyzewski

Phil Beadle

Kelly Hartshorn

1/16" = 1'-0" A5

FIRST FLOOR LIFE SAFETY PLAN - B1012

TDYE

Polygon

AISC

AISI

ACI

ASCE

ASTM

ASWG

AWG

ASSN

APPROX

ARCH

AVG

B/

BLDG

BOT

BRG

BSMT

BM

C

CH

CHAN

CIR

C, C

CLG

CEM

CMU

COL

CONC

CONN

CONST

CONST JT

CONT

CONFIG

CONTR

CORP

CR

CRS

CS

CSG

CTR

DBL

DEG

DEP

DIA, Ø

DIM

DET

DN

DO

EA

EF

ELEC

EQ

EQUIP

EW

EXIST

EXP

EXT

FAB

FDN

F TO F

FF

FIN

FIN DIM

FIN GR

FL

FLG

FL PL

FOB

GRWT

GRD

EOD

EOS

ADD'L

CLR

EMB

ADJ

ALT

c/c

CJ

DIAG

ELEV, EL

FFE

GALV

GRTG

BOP

BS

= AMERICAN SOCIETY OF CIVIL ENGINEERS

= AVERAGE

= ARCHITECT OR ARCHITECTURAL

= APPROXIMATE OR APPROXIMATELY

= ASSOCIATION

= AMERICAN WIRE GAGE

= AMERICAN STEEL AND WIRE GAGE

= AMERICAN SOCIETY FOR TESTING AND MATERIALS

= ALTERNATE

= ADJUSTABLE, ADJUST

= ADDITIONAL

= AMERICAN CONCRETE INSTITUTE

= AMERICAN IRON AND STEEL INSTITUTE

= AMERICAN INSTITUTE OF STEEL CONSTRUCTION

= BOTTOM OF

= BUILDING

= BOTTOM

= BEARING

= BASEMENT

= BEAM

= BOTTOM OF PIPE

= BOTH SIDES

= CONCRETE

= CONTROL JOINT

= CENTER OR CENTERED

= CASTING

= CARBON STEEL

= COLD ROLLED STEEL

= COLD ROLLED

= CORPORATION

= CONTRACTOR

= CONFIGURATION

= CONTINUOUS

= CONSTRUCTION JOINT

= CONSTRUCTION

= CONNECT OR CONNECTION

= CENTER TO CENTER

= CLEAR

= COLUMN

= CONCRETE MASONRY UNIT

= CEMENT

= CEILING

= CENTER LINE

= CIRCULAR

= CHANNEL

= CHECKED

= CHANNEL

= DOUBLE

= DEGREE

= DEPTH OR DEPRESSION

= DIAMETER

= DIAGRAM, DIAGONAL

= DIMENSION

= DETAIL

= DOWN

= DITTO - INDICATES SAME SIZE AS ADJACENT MEMBER

= EQUAL

= EDGE OF SLAB

= EDGE OF DECK

= EXTENT OR EXTERIOR

= EXPANSION

= EXISTING

= EACH WAY

= EQUIPMENT

= EACH FACE

= ELEVATION OR ELEVATOR

= ELECTRIC OR ELECTRICAL

= EACH

= EMBEDDED OR EMBEDMENT

= FINISHED FLOOR ELEVATION

= FACE OF BUILDING

= FLOOR PLAN

= FLANGE

= FLOOR

= FINISH GRADE

= FINISH DIMENSION

= FINISH

= FINISHED FLOOR

= FACE TO FACE

= FOUNDATION

= FABRICATE

= GRATING

= GROSS WEIGHT

= GROUND

= GALVANIZE OR GALVANIZED

HP

HORIZ

HSS

HGR

HDD = HEADED

= HIGH POINT

= HORIZONTAL

= HOLLOW STEEL SECTION

= HANGER

L

DWG = DRAWING

@ = AT

& = AND

= FIGUREFIG

= EXPANSION JOINTEXP JT

WT = WEIGHT

= WELDED WIRE FABRICWWF

= STRUCTURE OR STRUCTURAL

= TOP OF

= TYPICAL

= THICKNESS OR THICK

= TOP OF STEEL

= TOP OF CONCRETE

= UNLESS OTHERWISE NOTED

= UNLESS NOTED OTHERWISE

= UNDERGROUND

= VERIFY IN FIELD

= VERTICAL

= VERTICAL EACH FACE

= WORKING POINT

= WITHOUT

= WELDING

= TOP OF WALL

UON

WELD

W/O

WP

W/ = WITH

VEF

VERT

VIF

TOS

UNO

U/G

TYP

TOW

T/

THK

TOC

STRUC

PERP = PERPENDICULAR

= PRESSURE

= POINT

= PLUMBING

= PLASTER

= PLATE

= REQUIRED

= REVISION OR REVISED

= REINFORCING BAR

= REFERENCE

= SPACING

= SIMILAR

= SPECIFICATION

= STANDARD

= STAINLESS STEEL

= STEEL PLATE

= STEEL

= SCHEDULE

= SECTION

= SHEET

= SECOND

= RADIUS

ST STL

STL PL

STL

SPCG

SPEC

STD

SIM

SHT

SECT

SEC

SCH

REQ'D

REV

REBAR

REF

RAD

PLAS

PRESS

PT

PLBG

PL

= MECHANICAL

= MEZZANINE

= MANUFACTURER

= MINIMUM

= MISCELLANEOUS

= NORMAL WEIGHT

= NOT APPLICABLE

= NOT IN CONTRACT

= NOMINAL

= NUMBER

= NOT TO SCALE

= OUTSIDE DIAMETER

= OPENING

= OPPOSITE

= ON CENTER

= OPPOSITE HAND

= PRECAST CONCRETE

= PIECE OR PRECAST

NTS

OPP

PC

PCC

OPP HD

oc

OPNG

OD

NLWT

No./#

NOM

NIC

N/A

MIN

MISC

MECH

MEZZ

MFR

= ISOMETRIC

= ISOLATION JOINT

= INSIDE DIAMETER OR DIMENSION

= INCORPORATED

= INSULATION OR INSULATING

= INSTALL OR INSTALLATION

= INTERIOR

= INVERT

= JOINT

= JOIST

= LOW POINT

= LIGHT WEIGHT

= LENGTH

= LONG LEG BACK TO BACK

= LONG LEG HORIZONTAL

= LONG LEG VERTICAL

= LOCATION

= MATERIAL

= MAXIMUM

= LONG

MAX

MATL

LP

LTWT

LLH

LLV

LOC

LG

LGTH

LLBB

INT

JT

JST

INV

ISO

INC

INSUL

INST

ID

IJ

FTG = FOOTING

= GRADE BEAMGBM

= POWER DRIVEN FASTENERPDF

= REBAR HOOK DEVELOPMENT LENGTHLdh

= REBAR DEVELOPMENT LENGTHLd

Lc = LENGTH OF SPAN c

Lb = LENGTH OF SPAN b

La = LENGTH OF SPAN a

MEP = MECHANICAL, ELECTRICAL, PLUMBING

= HEIGHTHT

= WIDE FLANGEWF

LFV

LFH = LONG FACE HORIZONTAL

= LONG FACE VERTICAL

= STAINLESS STEELSS

ABBREVIATIONS

APPLICABLE CODES AND STANDARDS

1.) BUILDING CODE 2020 OF NEW YORK STATE.

2.) THE INTERNATIONAL BUILDING CODE, IBC 2018.

3.) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14).

4.) AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, 360-16.

5.) AMERICAN WELDING SOCIETY (AWS) D1.1, D1.3, D1.4, D1.8.

6.) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16).

7.) STEEL DECK INSTITUTE SPECIFICATIONS AND LOAD TABLES.

8.) ASTM MATERIAL STANDARDS AS NOTED.

9.) AISI SPECIFICATIONS FOR DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS (AISI S100).

10.) STEEL JOIST INSTITUTE, STANDARD SPECIFICATIONS, LOAD TABLES, AND WEIGHT TABLES FOR

STEEL JOISTS AND JOIST GIRDERS.

11.) BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (TMS 402)

DESIGN LOADS

1.) DEAD LOAD – ACTUAL WEIGHT OF MATERIALS USED ADDING THE FOLLOWING:

ROOF

FRAMING AND DECK 10 PSF

ROOFING/INSULATION 5 PSF

CEILING 5 PSF

TYPICAL MEP SYSTEMS 10 PSF

CABLE TRAY/RACK SYSTEMS 40 PSF

FLOOR

FRAMING 12 PSF

2 1/2" N.W. SLAB ON 3" DECK 50 PSF

LEVELING CONCRETE (1" TO 1 1/2" AVG.) 10 PSF

CEILING 5 PSF

TYPICAL MEP SYSTEMS 10 PSF

MEP SYSTEMS ABOVE MECH. ROOM 20 PSF

CABLE TRAY/RACK SYSTEMS 40 PSF

STAIR

FRAMING 10 PSF

EXTERIOR WALLS

METAL PANEL/CURTAIN WALL 20 PSF

MASONRY 75 PSF OF WALL SURFACE

2.) LIVE LOAD

AREA OF BUILDING DESIGN LIVE LOAD

ROOF 20 PSF (MINIMUM)

GENERAL OFFICE AREAS, STAIR, CORRIDORS 100 PSF

CORRIDORS ABOVE FIRST FLOOR 80 PSF

LABORATORIES 125 PSF

MECHANICAL ROOMS 150 PSF

MEZZANINE/CATWALK 40 PSF

LIGHT STORAGE 125 PSF

HIGH DENSITY STORAGE 250 PSF

RAILINGS 50 PLF / 200 LBS. CONCENTRATED

CMU PARTITION 60 PSF OF WALL SURFACE

*15 PSF PARTITION ALLOWANCE IS INCLUDED

3.) SNOW LOAD

GROUND SNOW LOAD Pg = 20 PSF FLAT ROOF SNOW LOAD Pf = 14 PSF SNOW EXPOSURE FACTOR Ce = 1.0

SNOW LOAD IMPORTANCE FACTOR I = 1

THERMAL FACTOR Ct = 1.0

4.) WIND LOAD

RISK CATEGORY = I I

BASIC WIND VELOCITY Vult = 127 MPH

EXPOSURE CATEGORY = C

5.) SEISMIC LOAD

IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.

SEISMIC IMPORTANCE FACTOR, Ie = 1.00

MAPPED SPECTRAL RESPONSE

ACCELERATIONS PARAMETERS, Ss = 0.178 g AND S1 = 0.049 g

SITE CLASS = D

SPECTRAL RESPONSE COEFFICIENTS, Sds = 0.190 g AND Sd1 = 0.079 g

SEISMIC DESIGN CATEGORY: B

FOUNDATION DESIGN

1.) ASSUMED ALLOWABLE SOIL BEARING CAPACITY = 4,000 PSF, UNLESS NOTED OTHERWISE ON PLAN, TO BE CONFIRMED BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION.

2.) FROST DEPTH = - 3' - 6"

MATERIALS OF CONSTRUCTION

1.) NORMAL WEIGHT CONCRETE 28 DAY COMPRESSIVE STRENGTH

GENERAL STRUCTURAL CONCRETE F’c = 4,000 PSI

2.) REINFORCING STEEL – ASTM A615 - GRADE 60 Fy = 60 KSI

3.) WELDED WIRE FABRIC – ASTM A185 Fy = 70 KSI

4.) STRUCTURAL STEEL

WIDE FLANGE AND TEE SHAPES - ASTM A992 Fy = 50 KSI ANGLES CHANNELS AND PLATE - ASTM A 36 Fy = 36 KSI HSS TUBES AND PIPES - ASTM A500 Fy = 46 KSI PIPES - ASTM A53 GRADE B Fy = 35 KSI

BOLTS - ASTM F1582

ANCHOR BOLTS - ASTM F1554 GRADE 36 Fy = 36 KSI

HIGH STRENGTH ANCHOR BOLT ASSEMBLY

ANCHOR BOLT - ASTM F1554 GRADE 105 Fy = 105 KSI

NUTS – GRADE ASTM A563 GRADE D

WELDING ELECTRODES - E70XX

METAL ROOF DECKING (GALVANIZED)

ASTM A653 G60 (Z180) ZINC COATING FY = 33 KSI, STRUCT. QUALITY

5.) NON-SHRINK GROUT AND NON-METALLIC GROUT F'c = 4,000 PSI AT 7 DAYS AT BASE PLATES AND BEARING PLATES F'c = 8,000 PSI AT 28 DAYS

CONSTRUCTION NOTES

A. GENERAL CONSTRUCTION NOTES

1.) STRUCTURAL DRAWINGS SHOULD NOT BE SCALED. PRINTED DIMENSIONS HAVE

PRECEDENCE OVER SCALED DRAWINGS AND LARGE SCALE OVER SMALL.

2.) THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH EXISTING

CONDITIONS. CHECK AND VERIFY EXISTING DIMENSIONS AND TAKE ADDITIONAL

MEASUREMENTS AS NEEDED. NOTIFY ARCHITECT OF ANY DISCREPANCY BETWEEN ACTUAL

CONDITIONS AND INDICATED CONDITIONS. MODIFICATION OF DETAILS OF CONSTRUCTION

SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT OR STRUCTURAL

ENGINEER.

3.) ALL DRAWINGS AND SPECIFICATIONS ARE CONSIDERED TO BE A PART OF THE CONTRACT

DOCUMENTS. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL,

ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR LOCATION AND

SIZE OF OPENINGS, BLOCKOUTS, FLOOR DEPRESSIONS, CURBS, DIMENSIONS, ETC. NOT

INDICATED ON THE STRUCTURAL DRAWINGS. THE LOCATION AND SIZE OF MECHANICAL

AND ELECTRICAL OPENINGS IN SLABS, WALLS AND DECKS SHALL BE COORDINATED BY

THE CONTRACTOR. PROVIDE ALL ADDITIONAL FRAMING OR REINFORCING TO ACCOMMODATE

OPENINGS AS REQUIRED BY THE APPLICABLE STANDARD DETAILS SHOWN ON THE

STRUCTURAL DRAWINGS OR PROVIDED BY THE STRUCTURAL ENGINEER. NO HOLES,

NOTCHES, BLOCKOUTS, ETC. ARE ALLOWED IN STRUCTURAL MEMBERS UNLESS DETAILED

ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER.

4.) WHERE DIMENSIONS ARE PROVIDED FOR OPENINGS, BLOCKOUTS, FLOOR DEPRESSIONS,

CURBS, ETC., BUT MAY BE AFFECTED BY THE EQUIPMENT PURCHASED, THE

CONTRACTOR SHALL VERIFY THE INFORMATION PROVIDED PRIOR TO CONSTRUCTION.

5.) PROVIDE CONCRETE EQUIPMENT PADS AND INERTIAL BASES FOR MECHANICAL AND

ELECTRICAL INSTALLATIONS. CONSTRUCT PADS AND BASES IN ACCORDANCE WITH THE

TYPICAL DETAILS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR LIMITS AND

LOCATIONS.

6.) CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE PROTECTION AND REPAIR

OF ADJACENT EXISTING SURFACES AND AREAS WHICH MAY BE DAMAGED BY NEW WORK.

7.) ALL COLUMNS AND FOUNDATIONS, UNLESS NOTED OTHERWISE, SHALL BE CENTERED ON

GRIDLINES IN EACH DIRECTION. BEAMS SHALL BE EQUALLY SPACED BETWEEN COLUMN

CENTERLINES UNLESS NOTED OTHERWISE.

8.) TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION UNLESS SPECIFICALLY

DETAILED. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR

SIMILAR WORK.

9.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION

OF ALL FORMS, SHORING AND TEMPORARY BRACING. THE CONTRACTOR SHALL PROVIDE

ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF WORKMEN

DURING CONSTRUCTION.

A.) DO NOT PLACE CONSTRUCTION MATERIALS OR OTHER CONSTRUCTION LOADS ON

THE STRUCTURE SUCH THAT THE LOADS PLACED EXCEED THE CAPACITY OF

THE STRUCTURE.

B.) TAKE INTO CONSIDERATION THAT FULL STRUCTURAL CAPACITY OF MANY

STRUCTURAL MEMBERS IS NOT REALIZED UNTIL STRUCTURAL ASSEMBLY IS

COMPLETE; THAT IS, UNTIL SLABS, DECKS, DIAGONAL BRACING AND SHEAR

WALLS ARE INSTALLED.

C.) PROVIDE TEMPORARY BRACING AND GUYING TO PROVIDE STABILITY AND RESIST

ALL LOADS TO WHICH THE PARTIALLY COMPLETED STRUCTURE MAY BE

SUBJECTED INCLUDING ERECTION EQUIPMENT AND ITS OPERATION. ADEQUACY

OF TEMPORARY BRACING AND GUYING FOR THIS PURPOSE IS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

B. EARTHWORK AND FOUNDATIONS

1.) ALL EARTHWORK AND SITE PREPARATION SHALL BE PERFORMED IN STRICT ACCORDANCE

WITH THE SPECIFICATIONS. ALL FOUNDATION EXCAVATIONS SHALL BE OBSERVED AND

APPROVED BY THE GEOTECHNICAL ENGINEER.

2.) ANY EXISTING FILLS OR UNSUITABLE SOILS AS DETERMINED BY THE GEOTECH SHALL BE

EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL.

3.) EXTREME CARE SHALL BE EXERCISED WHEN EXCAVATING OR GRADING ADJACENT TO

EXISTING STRUCTURES OR IMPROVEMENTS SO AS NOT TO DAMAGE OR UNDERMINE

FOUNDATIONS, WALLS, SLABS, UTILITIES, ETC.

4.) DO NOT EXCAVATE BELOW THE BEARING ELEVATION OF ANY COMPLETED FOOTING NOR

ANY CLOSER TO THE FOOTING THAN A SLOPE OF TWO HORIZONTAL (MEASURED FROM

EDGE OF FOOTING TO NEAREST POINT IN EXCAVATION) TO ONE VERTICAL.

5.) HORIZONTAL CONSTRUCTION JOINTS IN COLUMN FOOTINGS, PILE CAPS, SLABS ON GRADE

AND MAT FOUNDATIONS ARE NOT PERMITTED.

6.) PROVIDE DOWELS FOR ALL WALLS, COLUMNS, AND SHEAR WALLS EMBEDDED INTO

FOOTINGS, MAT FOUNDATIONS AND GRADE BEAMS. DOWELS SHALL BE THE SAME SIZE AND

SPACING AS VERTICAL WALL REINFORCEMENT.

7.) BOTTOM OF ALL FOOTINGS SUBJECT TO FROST SHALL BE PLACED AT OR

BELOW FROST DEPTH.

C. CONCRETE AND REINFORCING

1.) LOCATION OF CONSTRUCTION JOINTS OR POUR JOINTS SHALL BE AS INDICATED ON

APPROVED SHOP DRAWINGS.

2.) ALL CONCRETE SHALL BE VIBRATED DURING PLACEMENT.

3.) PROVIDE 3/4" CHAMFER ON ALL EXPOSED CONCRETE CORNERS.

4.) NO STAKES, STEEL OR WOOD, SHALL BE PERMITTED IN ANY CONCRETE POUR. SUSPEND

FORMS FROM ABOVE GRADE.

5.) ANCHOR BOLTS, DOWELS, REINFORCING STEEL, INSERTS, ETC., SHALL BE SECURELY TIED

IN PLACE PRIOR TO POURING CONCRETE. CONCRETE BLOCKS ONLY SHALL BE USED TO

SUPPORT REINFORCING OFF GRADE.

6.) ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE

WITH ACI 315.

7.) PROVIDE MINIMUM CONCRETE COVERING FOR REINFORCEMENT AS FOLLOWS:

CONDITION CLEAR COVER

CONCRETE DEPOSITED AGAINST EARTH: 3 IN.

FORMED SURFACES EXPOSED TO WEATHER OR IN CONTACT WITH EARTH:

REINFORCING BARS NO.6 OR LARGER 2 IN.

REINFORCING BARS LESS THAN NO.6. 1-1/2 IN.

BUILDING INTERIOR SURFACES:

BEAMS, GIRDERS, AND COLUMNS 1-1/2 IN.

SLABS, WALLS AND JOISTS:

NO.11 BARS OR SMALLER 3/4 IN.

NO.14 AND NO.18 BARS 1 1/2 IN.

8.) PROVIDE DOWELS OF SAME SIZE AND NUMBER FROM ADJACENT POUR, BOTH VERTICALLY

AND HORIZONTALLY, TO MATCH TYPICAL REINFORCING SHOWN. LAPS TO BE IN

ACCORDANCE WITH THE DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE. DOWELS

SHALL BE CLEANED AFTER POUR.

9.) FIELD WELDING OR BENDING OF REINFORCING IS NOT PERMITTED EXCEPT AS INDICATED

ON THE DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. USE LOW

HYDROGEN ELECTRODES GRADE E70 OR E90 AS REQUIRED.

10.) CONTINUOUS REINFORCEMENT IN WALLS AND FOOTINGS MAY BE SPLICED AS REQUIRED,

PROVIDED THAT BARS ARE OF THE LONGEST PRACTICAL LENGTH AND ALL SPLICES ARE

SHOWN ON THE REINFORCING BAR SHOP DRAWINGS. SPLICES ARE TO BE STAGGERED

WHEN POSSIBLE. PROVIDE LAP SPLICES AND DEVELOPMENT LENGTHS IN ACCORDANCE

WITH THE DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE. USE CLASS 'B' LAP

SPLICES UNLESS NOTED OTHERWISE.

11.) CORING OF SLABS, BEAMS, COLUMNS, OR SHEAR WALLS IS NOT PERMITTED. PROVIDE SLEEVES

FOR ALL PENETRATIONS PRIOR TO PLACING CONCRETE.

E. ADHESIVE ANCHORS AND DOWEL BARS

1.) REINFORCING BAR DOWELS, REINFORCING BARS, THREADED RODS, BOLTS ETC. WHICH

ARE INDICATED AS ADHESIVE ANCHORS OR ADHESIVE DOWELS IN CONCRETE OR SOLID

MASONRY SHALL BE ACCOMPLISHED USING HIT HY-150 MAX SD SYSTEM BY HILTI

FASTENING SYSTEMS OF TULSA, OK. (ICC REPORT NO. ESR 3013), OR EQUAL.

2.) DRILL, BRUSH, AND CLEAN ALL HOLES, AND INSTALL ALL ANCHORS IN COMPLETE

ACCORDANCE WITH MANUFACTURERS PUBLISHED RECOMMENDATIONS, AS WELL AS ALL

APPLICABLE BUILDING CODES OR ENGINEERING REPORTS.

3.) PROVIDE THE FOLLOWING MINIMUM ANCHOR EMBEDMENT DEPTHS UNLESS SPECIFICALLY

NOTED OTHERWISE ON THE DETAILS:

A. REINFORCING BARS

BAR SIZE EMBEDMENT DEPTH

#3 (#10) 4" (100) #4 (#13) 6" (150) #5 (#16) 7" (175) #6 (#19) 9" (225) #7 (#22) 10" (250) #8 (#25) 12" (300) #9 (#29) 13" (325) #10 (#32) 16" (400) #11 (#36) 18" (450)

B. BOLTS OR THREADED RODS

DIAMETER EMBEDMENT DEPTH

3/8"(10) 5" (125) 1/2"(13) 7" (175) 5/8"(16) 8" (200) 3/4"(19) 10" (250) 7/8"(22) 12" (300) 1" (25) 13" (330)

C. HILTI HIS INSERTS

DIAMETER EMBEDMENT DEPTH

3/8" (10) 4 1/4" (110) 1/2" (13) 5" (125) 5/8" (16) 6 5/8" (170) 3/4" (19) 8 1/4" (210)

4.) WHEN INSTALLING DRILLED-IN-ANCHORS, USE CARE AND CAUTION TO AVOID CUTTING

OR DAMAGING THE EXISTING REINFORCING BARS. WHEN INSTALLING THEM INTO

CONCRETE WITH STRESS IN TENDONS (POST-TENSIONED OR PRE-TENSIONED), LOCATE

THE TENDONS BY USING A NON-DESTRUCTIVE METHOD PRIOR TO INSTALLATION.

EXERCISE EXTREME CARE AND CAUTION AND MAINTAIN AT LEAST 1" CLEAR BETWEEN

THE TENDON AND THE ANCHOR, CUTTING A TENDON CAN CAUSE COLLAPSE.

F. HEADED STUDS

1.) HEADED STUDS AND DEFORMED BAR ANCHORS SHALL BE ELECTRIC-ARC STUD WELDED

PER MANUFACTURERS RECOMMENDATIONS AND THE AWS CODE. FILLET WELDING SHALL

NOT BE ALLOWED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. WELDMENT SHALL

BE IN SUCH A MANNER AS TO PROVIDE COMPLETE FUSION BETWEEN THE END OF THE

STUD AND THE PLATE. THERE SHOULD BE NO POROSITY OR EVIDENCE OF LACK OF FUSION

BETWEEN THE WELDED END OF THE STUD AND THE PLATE. THE STUD WILL DECREASE IN

LENGTH DURING WELDING APPROXIMATELY 1/8” FOR 5/8” DIAMETER STUDS AND SMALLER,

3/16” FOR LARGER THEN 5/8” DIAMETER.

2.) HEADED STUDS SHALL BE TYPE B PER THE AWS CODE WITH A MINIMUM YIELD STRENGTH

OF 51 KSI (345 Mpa). NELSON GRANULAR FLUX FILLED (OR APPROVED EQUAL). STUDS

SHALL BE MANUFACTURED OF COLD DRAWN BAR STOCK CONFORMING TO ASTM A-108.

3.) UNLESS NOTED OTHERWISE, DEFORMED BAR ANCHOR LENGTH SHALL BE AS FOLLOWS:

BAR DIAMETER EMBEDMENT LENGTH

3/8"(10) 24" (600) 1/2"(13) 24" (600) 5/8"(16) 30" (750)

I. STAIR DESIGN

1.) CONTRACTOR SHALL PROVIDE COMPLETE DRAWINGS AND CALCULATIONS FOR ALL

STAIRWAYS. STAIRS, STAIR LANDINGS, STAIR MEMBERS, AND SUPPORTS NOT SHOWN

SHALL BE STRUCTURALLY DESIGNED, DETAILED AND SEALED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE THAT THE PROJECT IS LOCATED.

2.) ALL REQUIRED EMBEDDED ANGLES AND PLATES SHALL BE PART OF THE STAIR DESIGN

AND DETAILING.

3.) STAIRWAYS SHALL BE DESIGNED FOR DEAD LOAD, LIVE LOAD OF 100 PSF (4.8 kPa) AND

SEISMIC LOADS.

4.) STAIRS AND RELATED ITEMS SHALL COMPLY WITH THE BUILDING CODE.

5.) REFER TO THE ARCHITECTURAL DRAWINGS FOR STAIRWAY DIMENSIONS, DETAILS AND

OTHER REQUIREMENTS.

6.) STAIRS MAY BE SUPPORTED BY THE PRIMARY STRUCTURE PROVIDED STAIR FRAMING DOES

NOT IMPOSE ECCENTRIC OR TORSIONAL LOADING UPON THE PRIMARY FRAMING.

L. STEEL STUD EXTERIOR WALL FRAMING

1.) CONTRACTOR SHALL PROVIDE COMPLETE DRAWINGS AND CALCULATIONS FOR ALL EXTERIOR

STEEL STUD WALL FRAMING. ALL FRAMING MEMBERS, SPACING AND CONNECTIONS SHALL

BE DESIGNED, DETAILED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE

WHERE THE PROJECT IS LOCATED.

2.) COMPLY WITH ALL LOADING REQUIREMENTS AS ESTABLISHED BY THE BUILDING CODE.

3.) LIMIT MAXIMUM LATERAL DEFLECTION TO 1/600 OF SPAN WHERE EXTERIOR FINISH

MATERIAL IS STONE OR MASONRY, 1/720 FOR STONE, AND 1/360 OF SPAN OTHERWISE.

4.) REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONAL REQUIREMENTS, OPENING

LOCATIONS, ETC., AND TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS. STUDS SHALL

BE DETAILED TO ACCOMMODATE MOVEMENT OF THE STRUCTURE THROUGH THE USE OF

VERTICAL SLIDE CLIPS, SLIP CONNECTIONS, ETC.

J. POWDER ACTUATED FASTENERS

1.) ALL POWDER ACTUATED FASTENERS SHALL BE APPROVED FOR TYPE, APPLICATION AND

INSTALLATION AND SHALL HAVE AN APPROVED ICBO RESEARCH REPORT NUMBER.

2.) FASTENERS SHALL NOT BE INSTALLED UNTIL THE CONCRETE HAS REACHED ITS DESIGN

STRENGTH.

3.) FASTENERS SHALL NOT BE INSTALLED IN CONCRETE WHERE THE THICKNESS IS LESS

THAN THREE TIMES THE PENETRATION REQUIRED, EXCEPT 1 1/8" PENETRATION IN 3-

1/4" THICK FLOOR SLAB IS ACCEPTABLE.

4.) THE MINIMUM DISTANCE FROM THE EDGE OF CONCRETE TO CENTER OF ANCHOR IS 3 INCHES.

5.) FASTENERS IN THE UNDERSIDE OF CONCRETE ON METAL DECKING SHALL BE PLACED IN

THE HIGH FLUTE PORTION OF THE SLAB.

6.) WHEN INSTALLING POWDER DRIVEN PINS IN EXISTING NON-PRESTRESSED REINFORCED

CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING

REINFORCING BARS. WHEN INSTALLING THEM INTO EXISTING PRESTRESSED CONCRETE

(PRE- OR POST-TENSIONED). LOCATE THE PRESTRESSED TENDONS BY USING A NON-

DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION

TO AVOID CUTTING OR DAMAGING THE TENDONS DURING INSTALLATION. MAINTAIN A

CLEARANCE OF 1 INCH BETWEEN THE REINFORCEMENT AND THE PIN.

D. EXPANSION ANCHORS

1.) EXPANSION ANCHORS SHALL BE A SINGLE-END EXPANSION SHIELD ANCHOR WHICH COMPLIES

WITH THE DESCRIPTIVE PART OF FEDERAL SPECIFICATION A-A 1923A, TYPE 4, FOR WEDGE

ANCHORS. WEDGE ANCHORS SHALL BE HILTI KWIK BOLT TZ. ANCHORS SHALL BE BY HILTI

FASTENING SYSTEMS OF TULSA, OK. (ICC ES REPORTS ESR-1917) OR EQUAL.

2.) ANCHORS SHALL BE ZINC PLATED UNLESS SPECIFICALLY NOTED AS STAINLESS STEEL ON

THE PLAN DETAILS.

3.) WHEN DETAILS OF SECTIONS INDICATE EXPANSION ANCHORS BUT NO SIZE, PROVIDE

ANCHORS WITH 3/4" (20mm) DIAMETER.

4.) WHEN INSTALLING DRILLED-IN-ANCHORS, USE CARE AND CAUTION TO AVOID CUTTING OR

DAMAGING THE EXISTING REINFORCING BARS. WHEN INSTALLING THEM INTO

CONCRETE WITH STRESSING TENDONS (POST-TENSIONED OR PRE-TENSIONED), LOCATE

THE TENDONS BY USING A NON-DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE

EXTREME CARE AND CAUTION AND MAINTAIN AT LEAST 1" CLEAR BETWEEN THE TENDON

AND THE ANCHOR. CUTTING A TENDON CAN CAUSE COLLAPSE.

G. STRUCTURAL STEEL

1.) STEEL FRAMING DESIGNATIONS AND SYMBOLS ARE DEFINED IN THE STRUCTURAL STEEL

SYMBOL LEGEND.

2.) ALL FIELD BOLTED SHEAR CONNECTIONS SHALL BE MADE WITH MINIMUM 3/4"(20) DIAMETER

F1852 BOLTS, UNLESS NOTED OTHERWISE. ALL BOLTS SHALL BE FULLY PRETENSIONED AND

INSPECTED USING TENSION CONTROL TWIST-OFF STYLE BOLTS. UNLESS SPECIFICALLY

INDICATED AS SLIP CRITICAL OR PRETENSIONED, ALL JOINTS SHALL BE DESIGNATED AS

SNUG TIGHT. ROUTINE OBSERVATION TO VERIFY THE SPLINED ENDS ARE PROPERLY

SEVERED DURING INSTALLATION IS REQUIRED FOR ALL BOLTS.

3.) PLACE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES BEFORE PLACING ANY

ELEVATED SLABS.

4.) WHERE THE WORK OF OTHER TRADES REQUIRES CUTS OR OPENINGS TO BE MADE IN

STRUCTURAL STEEL MEMBERS, APPROVAL SHALL BE OBTAINED FROM THE ENGINEER.

SUCH OPENINGS SHALL BE MADE IN THE SHOP AND CLEARLY INDICATED ON THE SHOP

DRAWING.

5.) E70XX ELECTRODES SHALL BE USED FOR ALL WELDING. PROPERLY QUALIFIED WELDERS

SHALL PERFORM ALL WELDING, AS PRESCRIBED UNDER "STANDARD QUALIFICATION

PROCEDURE" OF THE AMERICAN WELDING SOCIETY.

6.) WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED.

WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUM SIZE

WELDS AS SPECIFIED BY AISC OR 3/16", WHICH EVER IS GREATER.

7.) ALL GROOVE WELDS INDICATED ON PLANS AND SECTIONS SHALL BE COMPLETE JOINT

PENETRATION WELDS (CJP) UNLESS SPECIFICALLY INDICATED TO BE PARTIAL

PENETRATION WELDS.

8.) CANTILEVER BEAM SIZE MATCHES MAIN SPAN BEAM SIZE UNLESS NOTED OTHERWISE.

9.) COMPOSITE BEAMS ARE DESIGNED FOR UNSHORED CONSTRUCTION. BEAMS SHALL BE

FABRICATED WITH THE CAMBER INDICATED ON THE PLANS. BEAMS WITHOUT SPECIFIED

CAMBER SHALL BE ERECTED WITH THE STANDARD MILL TOLERANCE CAMBER UP.

K. MASONRY

1.) ALL CONCRETE MASONRY UNITS SHALL BE HOLLOW BLOCK MADE WITH NORMAL WEIGHT

AGGREGATE IN ACCORDANCE WITH ASTM C33.

2.) ALL MASONRY WALLS SHALL BE REINFORCED UNLESS NOTED OTHERWISE, THE FOLLOWING

SHALL CONSTITUTE MINIMUM REINFORCEMENT REQUIREMENTS:

WALL SIZE VERTICAL REINFORCEMENT

6" 1-#5 AT 48" CENTERED

8" 1-#6 AT 48" CENTERED

10 & 12" 1-#7 AT 48" EACH FACE

3.) PROVIDE VERTICAL REINFORCEMENT AS INDICATED. IN ADDITION, PROVIDE VERTICAL BARS

AROUND ALL OPENINGS, AT CORNERS, ANCHORED INTERSECTIONS AND AT END OF WALL

PANELS.

4.) CONTINUOUS BOND BEAMS SHALL BE PLACED IN ONE OF THE TOP THREE COURSES OF

ALL WALLS. BOND BEAMS SHALL BE REINFORCED AS FOLLOWS:

WALL SIZE REINFORCEMENT

6" 1-#6 8" 2-#5 10" & 12" 2-#6

5.) ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF ONE BAR DIAMETER (1/2"MIN.)

OF GROUT. CENTERED BARS SHALL BE SECURELY PLACED IN THE CENTER OF A CELL.

EACH FACE BARS SHALL BE PLACED 1" CLEAR OF THE FACE SHELL. WHERE TWO

LAYERS ARE REQUIRED IN 8" OR SMALLER BLOCK, USE ONE BAR IN EACH OF TWO

ADJACENT CELLS.

6.) CONTROL JOINTS: MAXIMUM SPACING OF CONTROL JOINTS SHALL BE AS FOLLOWS,

UNLESS NOTED OTHERWISE. (DO NOT PLACE CONTROL JOINTS IN SHEAR WALLS. SEE

ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION ON LOCATION OF CONTROL

JOINTS):

EXTERIOR WALLS INTERIOR WALLS

30 FT 40 FT

7.) ALL MASONRY WALLS SHOWN ON STRUCTURAL DRAWINGS ARE LOAD BEARING, UNLESS

NOTED OTHERWISE. REFER TO ARCHITECTURAL DRAWINGS FOR NON-LOAD BEARING

MASONRY WALLS.

8.) REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS FOR

LOCATIONS OF CONDUIT, PIPING, DUCTWORK, AND OPENINGS IN MASONRY WALLS.

PROVIDE ADDITIONAL REINFORCEMENT AT OPENINGS OR SLEEVES AS INDICATED. DO NOT

CUT REINFORCEMENT.

9.) CONTINUOUS REINFORCING IN WALLS MAY BE SPLICED AS REQUIRED, PROVIDED BARS

ARE OF THE LONGEST PRACTICAL LENGTH AND ALL SPLICES ARE SHOWN ON

REINFORCING SHOP DRAWINGS. WHEREVER POSSIBLE, SPLICES SHALL BE STAGGERED.

10.) LAP ALL REINFORCING BARS IN MASONRY 40 (48 for OSHPD) BAR DIAMETERS AT

SPLICES. HORIZONTAL MASONRY REINFORCING SHALL BE CONTINUOUS AROUND ALL

CORNERS AND INTERSECTIONS.

11.) ALL VERTICAL REINFORCING SHALL BE CONTINUOUS FOR FULL HEIGHT OF WALL AND

DOWELED INTO FOOTING OR SLAB ON GRADE BELOW AND EXTENDED INTO BOND BEAMS

ABOVE. CONTINUITY MAY BE ESTABLISHED WITH LAPPED SPLICES MEETING ALL INDICATED

REQUIREMENTS.

12.) GROUT CELLS SOLID IN ALL WALLS UNLESS NOTED OTHERWISE. REINFORCING SHALL BE

SECURELY HELD IN PLACE. GROUT IN 2'0" MAXIMUM LIFTS.

13.) NO PIPES OR DUCTS SHALL BE EMBEDDED IN MASONRY UNLESS NOTED OR DETAILED

SPECIFICALLY.

14.) CELLS CONTAINING BOLTS SHALL BE GROUTED SOLID WITH AT LEAST 1/2" GROUT

COVERAGE BETWEEN THE BOLT AND THE MASONRY AT THE BLOCK FACE.

H. COMPOSITE SLABS AND DECKS

1.) CONCRETE WITH CALCIUM CHLORIDE OR ANY ADMIXTURE CONTAINING CHLORIDES SHALL

NOT BE USED WITH COMPOSITE STEEL DECK.

2.) COMPOSITE BEAMS ARE DESIGNED FOR UNSHORED CONSTRUCTION. BEAMS SHALL BE

FABRICATED WITH THE CAMBER INDICATED ON THE PLANS. BEAMS WITHOUT SPECIFIED

CAMBER SHALL BE ERECTED WITH THE STANDARD MILL TOLERANCE CAMBER UP.

3.) PROVIDE COMPOSITE DECK LAYOUT THAT IS CONTINUOUS OVER THREE OR MORE SUPPORTS.

COMPLY WITH DECK MANUFACTURER SHORING REQUIREMENTS FOR OTHER DECK LAYOUTS.

4.) TO COMPENSATE FOR DEFLECTION OF THE STRUCTURE UNDER THE LOAD OF FRESHLY PLACED

CONCRETE, THE SLAB THICKNESS SHALL BE INCREASED ACCORDINGLY TO PROVIDE A LEVEL

SURFACE WITHIN TOLERANCE. ADDITIONAL CONCRETE SHALL BE PLACED AT NO ADDITIONAL

COST TO THE OWNER. MAXIMUM ADDITIONAL THICKNESS OF 1.5" ASSUMED IN PARABOLIC

PROFILE ACROSS BAY.

5.) CORE DRILLED OR CUT OPENINGS IN COMPOSITE SLABS SHALL NOT EXCEED 10" IN ANY

DIMENSION. LARGER OPENINGS, WHEN REQUIRED SHALL BE BOXED OUT AND REINFORCED

PER TYPICAL UNFRAMED OPENING DETAIL.

6.) CORE DRILLED OR CUT OPENINGS SHALL NOT BE PLACED CLOSER THAN 1 OPENING DIAMETER

OR WIDTH TO ANY BEAM NOR SPACED CLOSER THAN 2 OPENING DIAMETERS OR WIDTHS. WHEN

TWO ADJACENT OPENINGS ARE OF A DIFFERENT SIZE. SPACING SHALL BE BASED UPON THE

LARGER SIZE.

7.) WHEN TOTAL WIDTH OF ADJACENT OPENINGS REQUIRED IS LARGER THAN 30" OR WHEN

REQUIRED SPACING OF OPENINGS CANNOT BE MET, CORED OR CUT OPENINGS SHALL BE

SUPPOTRED ALONG ALL EDGES. PROVIDE W10 X 12 SUPPORT BEAMS AT THESE LOCATIONS.

LOCATE BEAMS 6" CLEAR OF OPENING EDGES.

8.) ELECTRICAL CONDUIT IN SLAB ON METAL DECK SHALL NOT BE PERMITTED.

9.) ALL CONTINUOUS REBARS SHALL HAVE CLASS 'B' LAP SPLICES, TYPICAL. STAGGER

SPLICES AS REQUIRED.

10.) ADDITIONAL REINFORCING BARS SHOWN ON PLAN ARE IN ADDITION TO THOSE NOTED IN THE

COMPOSITE DECK CONFIGURATION TABLE AND AS SHOWN ON TYPICAL AND SPECIFIC DETAILS.

11.) CENTER ALL ADDITIONAL SLAB REINFORCING IN THE SLAB ABOVE THE DECK, TYPICAL.

12.) REINFORCING SHALL BE FULLY DEVELOPED PAST PERPENDICULAR REINFORCING AT CORNERS

AND OPENINGS, TYPICAL UNLESS NOTED OTHERWISE.

1/

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Project Number

Original Issue

Sheet Number

Sheet Name

Project Status

Project Designer

Project Manager

Project Architect

Landscape Architect

Civil Engineer

Structural Engineer

Mechanical Engineer

Electrical Engineer

Interior Designer

Equipment Planner

Wayfinding

Sheet Reviewer

A

B

C

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C

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Plumbing Engineer

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S-001

GENERAL NOTES AND

ABBREVIATIONS

Brookhaven National Laboratory Electron Ion Collider

Concept Design 100% Review Submittal

10235960

09/25/20

NOT FOR

CONSTRUCTION

HDR Architecture HDR Arlington 3001 Washington Blvd, Suite 200 Arlington, VA 22201

Author

Gabriela Kleiman

Tyler Dye

Kevin LeMans

Joseph Dennis

Joseph Krzyzewski

Phil…