02_STRUCTURAL.pdf

© 2015 Erdy McHenry Architecture, LLC

DRAWN BY:

Erdy McHenry Architecture, LLC 915 North Orianna Street Philadelphia, Pennsylvania 19123 ph: 215.925.7000 fax: 215.925.1990 web: http://www.em-arc.com

Architect:

SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitectureemArchitectureemArchitectureemArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

P lo tte d:

GSA Building No.

GSA Project No.

GSA Contract No.

GSA Solicitation No.

S E N S

IT

IV

E B U T U N C L A S S

IF

IE

D S B U

P R O P E R T Y O F

T H E U N

IT

E D S T A T E S G O V E R M E N T

F o r o ff ic a l u s e o n ly C o p y in g d is s e m in a ti o n o r d is tr ib u ti o n o f th is d o c u m e n t to u n a u th ri z e d r e c ip ie n ts i s p ro h ib it e d D o n o t re m o v e t h is n o ti c e P ro p e rl y d e s tr o y o r re tu rn d o c u m e n ts w h e n n o l o n g e r n e e d e d

PA0277

VPA00027

GS-03P-15-AZ-C-1020

GS-03P-14-AZ-C-0020

S0.01

STRUCTURAL

NARRATIVE

1158.00PMW

03/28/16

CONSOLIDATION PROJECT

GREEN FEDERAL BUILDING

190 Witherspoon Street Princeton, PA 19106

Studi Hillier 190 Witherspoon Street Princeton, NJ 08542

Program + Strategy Consultant

Greenman - Peterson, Inc. (GPI) 50 Glenmaura National BLVD.

Suite 12 Scranton, PA 18505

MEP Engineer

Antis Veterans Engineering and Technical Services 2074 Cobblestone Lane Reston, VA 20191

Structural Engineer

TCT Cost Consultants, LLC 1090 Vermont Avenue NW Suit 230 Wahington, DC 20005

Cost Specialist

Praxis Building Solutions. LLC 2401 Walnut Street Suite 102 Philadelphia, PA 19103

Green Building Consultant

Beam, Ltd 428 West Waverly Road Glenside, PA 19038

Lighting Consultant

Cerami & Associates 404 Fifth Avenue New York, NY 10018

Acoustical Consultant

Weidlinger Associates 1825 K Street Avenue NW Suite 350 Washington, DC 2006

Security + Blast

Drawing Issue Date Issued for Core & Shell Package 05-06-16

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

L

L

M

M

NEW FITNESS CENTER

AT THIS AREA, ONE BAY OF THE STRUCTURE WILL BE REMOVED

TO CREATE A TWO STORY SPACE. THE DEMOLITION OF THIS

AREA, AS SHOWN IN THIS PLAN, SHALL BE CUT ALONG THE LINES

INDICATED, ON THE INSIDE FACE OF THE GIRDERS AND JOISTS,

AND WILL NEED TO BE CAREFULLY DONE BY A QUALIFIED

DEMOLITION CONTRACTOR UNDER CONTROLLED CONDITIONS.

THE STRUCTURE TO REMAIN SHALL BE PROTECTED FROM THE

AREA TO BE REMOVED BY SHORING AND PARTIONING TO

PREVENT THE POSSIBILITY OF COLLAPSING OF THE DEMOLISHED

SLAB INTO THE REMAINING STRUCTURE.

© 2015 Erdy McHenry Architecture, LLC

DRAWN BY:

Erdy McHenry Architecture, LLC 915 North Orianna Street Philadelphia, Pennsylvania 19123 ph: 215.925.7000 fax: 215.925.1990 web: http://www.em-arc.com

Architect:

SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitectureemArchitectureemArchitectureemArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

P lo tte d:

GSA Building No.

GSA Project No.

N S

IT

IV

E B U T U N C L A S S

IF

IE

D S B U

P R O P E R T Y O F

T H E U N

IT

E D S T A T E S G O V E R M E N T

F o r o ff ic a l u s e o n ly C o p y in g d is s e m in a ti o n o r d is tr ib u ti o n o f th is d o c u m e n t to u n a u th ri z e d r e c ip ie n ts i s p ro h ib it e d D o n o t re m o v e t h is n o ti c e P ro p e rl y d e s tr o y o r re tu rn d o c u m e n ts w h e n n o l o n g e r n e e d e d

PA0277

VPA00027

GS-03P-15-AZ-C-1020

GS-03P-14-AZ-C-0020

1/16" = 1'-0"

S1.01

STRUCTURAL

DEMOLITION -

5TH FLOOR

1158.00PMW

03/28/16

CONSOLIDATION PROJECT

GREEN FEDERAL BUILDING

190 Witherspoon Street Princeton, PA 19106

Studi Hillier 190 Witherspoon Street Princeton, NJ 08542

Program + Strategy Consultant

Greenman - Peterson, Inc. (GPI) 50 Glenmaura National BLVD.

Suite 12 Scranton, PA 18505

MEP Engineer

Antis Veterans Engineering and Technical Services 2074 Cobblestone Lane Reston, VA 20191

Structural Engineer

TCT Cost Consultants, LLC 1090 Vermont Avenue NW Suit 230 Wahington, DC 20005

Cost Specialist

Praxis Building Solutions. LLC 2401 Walnut Street Suite 102 Philadelphia, PA 19103

Green Building Consultant

Beam, Ltd 428 West Waverly Road Glenside, PA 19038

Lighting Consultant

Cerami & Associates 404 Fifth Avenue New York, NY 10018

Acoustical Consultant

Weidlinger Associates 1825 K Street Avenue NW Suite 350 Washington, DC 2006

Security + Blast

Scale: 1/16" = 1'-0"1

5TH FLOOR - DEMOLITION

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

L

L

M

M

W12X14

W12X14

W12X14

4 1/2" THICK, 4,000 PSI,

NORMAL WEIGHT

CONCRETE ON 2", 20 GAGE,

COMPOSITE METAL DECK

(6 1/2" TOTAL THICKNESS)

REINFORCED WITH 6x6 - W2.1xW2.1 WWF

S4.01

NOTE: PROVIDE SPRAY-APPLIED FIREPROOFING

REQUIRED ON STRUCTURAL MEMBERS AND DECK

TO ACHIEVE MINIMUM 2 HOUR FIRE RESISTANCE

RATING. REFER TO ARCH. DRAWINGS AND

SPECIFICATIONS. DO NOT PAINT BEAMS.

© 2015 Erdy McHenry Architecture, LLC

DRAWN BY:

Erdy McHenry Architecture, LLC 915 North Orianna Street Philadelphia, Pennsylvania 19123 ph: 215.925.7000 fax: 215.925.1990 web: http://www.em-arc.com

Architect:

SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitectureemArchitectureemArchitectureemArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

P lo tte d:

GSA Building No.

GSA Project No.

N S

IT

IV

E B U T U N C L A S S

IF

IE

D S B U

P R O P E R T Y O F

T H E U N

IT

E D S T A T E S G O V E R M E N T

F o r o ff ic a l u s e o n ly

C o p y in g d is s e m in a ti o n o r d is tr ib u ti o n o f th is d o c u m e n t to u n a u th ri z e d r e c ip ie n ts i s p ro h ib it e d D o n o t re m o v e t h is n o ti c e P ro p e rl y d e s tr o y o r re tu rn d o c u m e n ts w h e n n o l o n g e r n e e d e d

PA0277

VPA00027

GS-03P-15-AZ-C-1020

GS-03P-14-AZ-C-0020

1/16" = 1'-0"

S1.02

1ST FLOOR

FRAMING

PLAN

1158.00PMW

03/28/16

CONSOLIDATION PROJECT

GREEN FEDERAL BUILDING

190 Witherspoon Street Princeton, PA 19106

Studi Hillier 190 Witherspoon Street Princeton, NJ 08542

Program + Strategy Consultant

Greenman - Peterson, Inc. (GPI) 50 Glenmaura National BLVD.

Suite 12 Scranton, PA 18505

MEP Engineer

Antis Veterans Engineering and Technical Services 2074 Cobblestone Lane Reston, VA 20191

Structural Engineer

TCT Cost Consultants, LLC 1090 Vermont Avenue NW Suit 230 Wahington, DC 20005

Cost Specialist

Praxis Building Solutions. LLC 2401 Walnut Street Suite 102 Philadelphia, PA 19103

Green Building Consultant

Beam, Ltd 428 West Waverly Road Glenside, PA 19038

Lighting Consultant

Cerami & Associates 404 Fifth Avenue New York, NY 10018

Acoustical Consultant

Weidlinger Associates 1825 K Street Avenue NW Suite 350 Washington, DC 2006

Security + Blast

Scale: 1/16" = 1'-0"1

1ST FLOOR - ESCALATOR PIT INFILL FRAMING

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

L

L

M

M

W12X14

W12X14

W12X14W12X14

W12X14 W12X14

W12X14

W12X14

1'-0"

1'-0"

W X

W X

W12X14 S4.01

4 1/2" THICK, 4,000 PSI,

NORMAL WEIGHT

CONCRETE ON 2", 20

GAGE, COMPOSITE

METAL DECK

(6 1/2" TOTAL

THICKNESS)

REINFORCED WITH

6x6 - W2.1xW2.1 WWF

NOTE: PROVIDE SPRAY-APPLIED FIREPROOFING

REQUIRED ON STRUCTURAL MEMBERS AND DECK

TO ACHIEVE MINIMUM 2 HOUR FIRE RESISTANCE

RATING. REFER TO ARCH. DRAWINGS AND

SPECIFICATIONS. DO NOT PAINT BEAMS.

© 2015 Erdy McHenry Architecture, LLC

DRAWN BY:

Erdy McHenry Architecture, LLC 915 North Orianna Street Philadelphia, Pennsylvania 19123 ph: 215.925.7000 fax: 215.925.1990 web: http://www.em-arc.com

Architect:

SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitectureemArchitectureemArchitectureemArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

P lo tte d:

GSA Building No.

GSA Project No.

N S

IT

IV

E B U T U N C L A S S

IF

IE

D S B U

P R O P E R T Y O F

T H E U N

IT

E D S T A T E S G O V E R M E N T

F o r o ff ic a l u s e o n ly

C o p y in g d is s e m in a ti o n o r d is tr ib u ti o n o f th is d o c u m e n t to u n a u th ri z e d r e c ip ie n ts i s p ro h ib it e d D o n o t re m o v e t h is n o ti c e P ro p e rl y d e s tr o y o r re tu rn d o c u m e n ts w h e n n o l o n g e r n e e d e d

PA0277

VPA00027

GS-03P-15-AZ-C-1020

GS-03P-14-AZ-C-0020

1/16" = 1'-0"

S1.03

2ND FLOOR

FRAMING

PLAN

1158.00PMW

03/28/16

CONSOLIDATION PROJECT

GREEN FEDERAL BUILDING

190 Witherspoon Street Princeton, PA 19106

Studi Hillier 190 Witherspoon Street Princeton, NJ 08542

Program + Strategy Consultant

Greenman - Peterson, Inc. (GPI) 50 Glenmaura National BLVD.

Suite 12 Scranton, PA 18505

MEP Engineer

Antis Veterans Engineering and Technical Services 2074 Cobblestone Lane Reston, VA 20191

Structural Engineer

TCT Cost Consultants, LLC 1090 Vermont Avenue NW Suit 230 Wahington, DC 20005

Cost Specialist

Praxis Building Solutions. LLC 2401 Walnut Street Suite 102 Philadelphia, PA 19103

Green Building Consultant

Beam, Ltd 428 West Waverly Road Glenside, PA 19038

Lighting Consultant

Cerami & Associates 404 Fifth Avenue New York, NY 10018

Acoustical Consultant

Weidlinger Associates 1825 K Street Avenue NW Suite 350 Washington, DC 2006

Security + Blast

Scale: 1/16" = 1'-0"1

2ND FLOOR - ESCALATOR AND STAIR #16 INFILL FRAMING

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

L

L

M

M

NEW

OPENING IN

SLAB

© 2015 Erdy McHenry Architecture, LLC

DRAWN BY:

Erdy McHenry Architecture, LLC 915 North Orianna Street Philadelphia, Pennsylvania 19123 ph: 215.925.7000 fax: 215.925.1990 web: http://www.em-arc.com

Architect:

SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitectureemArchitectureemArchitectureemArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

P lo tte d:

GSA Building No.

GSA Project No.

N S

IT

IV

E B U T U N C L A S S

IF

IE

D S B U

P R O P E R T Y O F

T H E U N

IT

E D S T A T E S G O V E R M E N T

F o r o ff ic a l u s e o n ly

C o p y in g d is s e m in a ti o n o r d is tr ib u ti o n o f th is d o c u m e n t to u n a u th ri z e d r e c ip ie n ts i s p ro h ib it e d

D o n o t re m o v e t h is n o ti c e

P ro p e rl y d e s tr o y o r re tu rn d o c u m e n ts w h e n n o l o n g e r n e e d e d

PA0277

VPA00027

GS-03P-15-AZ-C-1020

GS-03P-14-AZ-C-0020

1/16" = 1'-0"

S1.04

5TH FLOOR

FRAMING

PLAN

1158.00JLV

03/28/16

CONSOLIDATION PROJECT

GREEN FEDERAL BUILDING

190 Witherspoon Street Princeton, PA 19106

Studi Hillier 190 Witherspoon Street Princeton, NJ 08542

Program + Strategy Consultant

Greenman - Peterson, Inc. (GPI) 50 Glenmaura National BLVD.

Suite 12 Scranton, PA 18505

MEP Engineer

Antis Veterans Engineering and Technical Services 2074 Cobblestone Lane Reston, VA 20191

Structural Engineer

TCT Cost Consultants, LLC 1090 Vermont Avenue NW Suit 230 Wahington, DC 20005

Cost Specialist

Praxis Building Solutions. LLC 2401 Walnut Street Suite 102 Philadelphia, PA 19103

Green Building Consultant

Beam, Ltd 428 West Waverly Road Glenside, PA 19038

Lighting Consultant

Cerami & Associates 404 Fifth Avenue New York, NY 10018

Acoustical Consultant

Weidlinger Associates 1825 K Street Avenue NW Suite 350 Washington, DC 2006

Security + Blast

Scale: 1/16" = 1'-0"1

5TH FLOOR - NEW OPENING

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

L

L

M

M

EXISTING

W8

EXISTING

W8

W8X31

S4.02

© 2015 Erdy McHenry Architecture, LLC

DRAWN BY:

Erdy McHenry Architecture, LLC 915 North Orianna Street Philadelphia, Pennsylvania 19123 ph: 215.925.7000 fax: 215.925.1990 web: http://www.em-arc.com

Architect:

SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitectureemArchitectureemArchitectureemArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

P lo tte d:

GSA Building No.

GSA Project No.

N S

IT

IV

E B U T U N C L A S S

IF

IE

D S B U

P R O P E R T Y O F

T H E U N

IT

E D S T A T E S G O V E R M E N T

F o r o ff ic a l u s e o n ly

C o p y in g d is s e m in a ti o n o r d is tr ib u ti o n o f th is d o c u m e n t to u n a u th ri z e d r e c ip ie n ts i s p ro h ib it e d

D o n o t re m o v e t h is n o ti c e

P ro p e rl y d e s tr o y o r re tu rn d o c u m e n ts w h e n n o l o n g e r n e e d e d

PA0277

VPA00027

GS-03P-15-AZ-C-1020

GS-03P-14-AZ-C-0020

1/16" = 1'-0"

S1.05

ROOF

FRAMING

PLAN

1158.00LMR

03/28/16

CONSOLIDATION PROJECT

GREEN FEDERAL BUILDING

190 Witherspoon Street Princeton, PA 19106

Studi Hillier 190 Witherspoon Street Princeton, NJ 08542

Program + Strategy Consultant

Greenman - Peterson, Inc. (GPI) 50 Glenmaura National BLVD.

Suite 12 Scranton, PA 18505

MEP Engineer

Antis Veterans Engineering and Technical Services 2074 Cobblestone Lane Reston, VA 20191

Structural Engineer

TCT Cost Consultants, LLC 1090 Vermont Avenue NW Suit 230 Wahington, DC 20005

Cost Specialist

Praxis Building Solutions. LLC 2401 Walnut Street Suite 102 Philadelphia, PA 19103

Green Building Consultant

Beam, Ltd 428 West Waverly Road Glenside, PA 19038

Lighting Consultant

Cerami & Associates 404 Fifth Avenue New York, NY 10018

Acoustical Consultant

Weidlinger Associates 1825 K Street Avenue NW Suite 350 Washington, DC 2006

Security + Blast

Drawing Issue Date Issued for Core & Shell Package 05-06-16

Scale: 1/16" = 1'-0"1

ROOF FRAMING PLAN

EXISTING CONCRETE

RIBBED SLAB

4 1/2" CONCRETE ON 2"

METAL DECK (6 1/2" TOTAL)

NEW W-SHAPE SEE PLAN

COORDINATE LENGTH WITH

EXISTING CONDITIONS.

WWF

NOTE: CONTRACTOR TO V.I.F. EXISTING

CONDITIONS PRIOR TO STEEL FABRICATION.

LIGHT GAGE POUR STOP

1/4

(2)L4x4x3/8

/2

/2

3" 1'-0" 3"

1/2" PLATE WITH (4)1" DIA

HILTI HAS ROD W/ HY 200

ANCHORING SYSTEM 4"

EMBED.

V .I .F

TOP OF EXISTING

SLAB

BOTTOM OF RIB

1/2" PLATE

SEE DETAIL A DETAIL A

GRID

EXISTING CONCRETE

RIBBED SLAB

4 1/2" CONCRETE ON 2"

METAL DECK (6 1/2"

TOTAL)

NEW W-SHAPE SEE PLAN

COORDINATE LENGTH WITH

EXISTING CONDITIONS.

1/4

(2)L4x4x3/8

NOTE: CONTRACTOR TO V.I.F. EXISTING

CONDITIONS PRIOR TO STEEL FABRICATION.

LIGHT GAGE

POUR STOP

/2

/2

3" 1'-0" 3"

1/2" PLATE WITH (4)1" DIA

HILTI HAS ROD W/ HY 200

ANCHORING SYSTEM 4"

EMBED.

V .I .F

TOP OF EXISTING

SLAB

BOTTOM OF RIB

1/2" PLATE

SEE DETAIL A DETAIL A

EXISTING CONCRETE

BEAM

4 1/2" CONCRETE

ON 2" METAL DECK

(6 1/2" TOTAL)

NEW W-SHAPE (SEE PLAN)

COORDINATE LENGTH WITH

EXISTING CONDITIONS

LIGHTGAGE POUR

STOP

© 2015 Erdy McHenry Architecture, LLC

DRAWN BY:

Erdy McHenry Architecture, LLC 915 North Orianna Street Philadelphia, Pennsylvania 19123 ph: 215.925.7000 fax: 215.925.1990 web: http://www.em-arc.com

Architect:

SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitectureemArchitectureemArchitectureemArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

P lo tte d:

GSA Building No.

GSA Project No.

N S

IT

IV

E B U T U N C L A S S

IF

IE

D S B U

P R O P E R T Y O F

T H E U N

IT

E D S T A T E S G O V E R M E N T

F o r o ff ic a l u s e o n ly

C o p y in g d is s e m in a ti o n o r d is tr ib u ti o n o f th is d o c u m e n t to u n a u th ri z e d r e c ip ie n ts i s p ro h ib it e d D o n o t re m o v e t h is n o ti c e

P ro p e rl y d e s tr o y o r re tu rn d o c u m e n ts w h e n n o l o n g e r n e e d e d

PA0277

VPA00027

GS-03P-15-AZ-C-1020

GS-03P-14-AZ-C-0020

3/4" = 1'-0"

S3.01

TYPICAL

DETAILS

1158.00PMW

03/28/16

CONSOLIDATION PROJECT

GREEN FEDERAL BUILDING

190 Witherspoon Street Princeton, PA 19106

Studi Hillier 190 Witherspoon Street Princeton, NJ 08542

Program + Strategy Consultant

Greenman - Peterson, Inc. (GPI) 50 Glenmaura National BLVD.

Suite 12 Scranton, PA 18505

MEP Engineer

Antis Veterans Engineering and Technical Services 2074 Cobblestone Lane Reston, VA 20191

Structural Engineer

TCT Cost Consultants, LLC 1090 Vermont Avenue NW Suit 230 Wahington, DC 20005

Cost Specialist

Praxis Building Solutions. LLC 2401 Walnut Street Suite 102 Philadelphia, PA 19103

Green Building Consultant

Beam, Ltd 428 West Waverly Road Glenside, PA 19038

Lighting Consultant

Cerami & Associates 404 Fifth Avenue New York, NY 10018

Acoustical Consultant

Weidlinger Associates 1825 K Street Avenue NW Suite 350 Washington, DC 2006

Security + Blast

Scale: 3/4" = 1'-0"1

TYPICAL CONNECTION DETAIL

Scale: 3/4" = 1'-0"2

TYPICAL CONNECTION DETAIL

Scale: 3/4" = 1'-0"3

TYPICAL CONNECTION DETAIL

G

G

H

H

W12X14

W12X14

W12X14

S3.01

TYP

S3.01

TYP

S3.01

TYP

S3.01

TYP

4 1/2" THICK, 4,000 PSI,

NORMAL WEIGHT CONCRETE

ON 2", 20 GAGE, COMPOSITE

METAL DECK

(6 1/2" TOTAL THICKNESS)

REINFORCED WITH 6x6 - W2.1xW2.1 WWF

NOTE: PROVIDE SPRAY-APPLIED FIREPROOFING

REQUIRED ON STRUCTURAL MEMBERS AND DECK

TO ACHIEVE MINIMUM 2 HOUR FIRE RESISTANCE

RATING. REFER TO ARCH. DRAWINGS AND

SPECIFICATIONS. DO NOT PAINT BEAMS.

G

G

H

H

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W X

W X

W X

S3.01

TYP

S3.01

TYP

S3.01

TYP

S3.01

TYP

S3.01

TYP

S3.01

TYP

S3.01

TYP

S3.01

TYP

4 1/2" THICK, 4,000 PSI,

NORMAL WEIGHT

CONCRETE ON 2", 20 GAGE,

COMPOSITE METAL DECK

(6 1/2" TOTAL THICKNESS)

REINFORCED WITH 6x6 - W2.1xW2.1 WWF.

NOTE: PROVIDE SPRAY-APPLIED FIREPROOFING

REQUIRED ON STRUCTURAL MEMBERS AND DECK

TO ACHIEVE MINIMUM 2 HOUR FIRE RESISTANCE

RATING. REFER TO ARCH. DRAWINGS AND

SPECIFICATIONS. DO NOT PAINT BEAMS.

© 2015 Erdy McHenry Architecture, LLC

DRAWN BY:

Erdy McHenry Architecture, LLC 915 North Orianna Street Philadelphia, Pennsylvania 19123 ph: 215.925.7000 fax: 215.925.1990 web: http://www.em-arc.com

Architect:

SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitectureemArchitectureemArchitectureemArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

P lo tte d:

GSA Building No.

GSA Project No.

N S

IT

IV

E B U T U N C L A S S

IF

IE

D S B U

P R O P E R T Y O F

T H E U N

IT

E D S T A T E S G O V E R M E N T

F o r o ff ic a l u s e o n ly

C o p y in g d is s e m in a ti o n o r d is tr ib u ti o n o f th is d o c u m e n t to u n a u th ri z e d r e c ip ie n ts i s p ro h ib it e d D o n o t re m o v e t h is n o ti c e P ro p e rl y d e s tr o y o r re tu rn d o c u m e n ts w h e n n o l o n g e r n e e d e d

PA0277

VPA00027

GS-03P-15-AZ-C-1020

GS-03P-14-AZ-C-0020

As indicated

S4.01

ENLARGED

PARTIAL

PLANS

1158.00Author

03/28/16

CONSOLIDATION PROJECT

GREEN FEDERAL BUILDING

190 Witherspoon Street Princeton, PA 19106

Studi Hillier 190 Witherspoon Street Princeton, NJ 08542

Program + Strategy Consultant

Greenman - Peterson, Inc. (GPI) 50 Glenmaura National BLVD.

Suite 12 Scranton, PA 18505

MEP Engineer

Antis Veterans Engineering and Technical Services 2074 Cobblestone Lane Reston, VA 20191

Structural Engineer

TCT Cost Consultants, LLC 1090 Vermont Avenue NW Suit 230 Wahington, DC 20005

Cost Specialist

Praxis Building Solutions. LLC 2401 Walnut Street Suite 102 Philadelphia, PA 19103

Green Building Consultant

Beam, Ltd 428 West Waverly Road Glenside, PA 19038

Lighting Consultant

Cerami & Associates 404 Fifth Avenue New York, NY 10018

Acoustical Consultant

Weidlinger Associates 1825 K Street Avenue NW Suite 350 Washington, DC 2006

Security + Blast

Drawing Issue Date Issued for Core & Shell Package 05-06-16

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

ENLARGED 1ST FLOOR - ESCALATOR PIT INFILL FRAMING

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

ENLARGED 2ND FLOOR - ESCALATOR AND STAIR #16 INFILL FRAMING

H

H

J

J

K

K

W24X84

W24X84

W X

W X

W12X40

W12X40

W X

W X

W X

E X

IS

T

IN

G

W X

E X

IS

T

IN

G

W X

EXISTING

W24X104

EXISTING

W24X104

EXISTING

W8

EXISTING

W8

W8X31

STEEL

GRATING

STEEL

GRATING

STEEL STAIR BY STEEL

FABRICATOR

STEEL STAIR BY STEEL

FABRICATOR

© 2015 Erdy McHenry Architecture, LLC

DRAWN BY:

Erdy McHenry Architecture, LLC 915 North Orianna Street Philadelphia, Pennsylvania 19123 ph: 215.925.7000 fax: 215.925.1990 web: http://www.em-arc.com

Architect:

SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitectureemArchitectureemArchitectureemArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

P lo tte d:

GSA Building No.

GSA Project No.

N S

IT

IV

E B U T U N C L A S S

IF

IE

D S B U

P R O P E R T Y O F

T H E U N

IT

E D S T A T E S G O V E R M E N T

F o r o ff ic a l u s e o n ly C o p y in g d is s e m in a ti o n o r d is tr ib u ti o n o f th is d o c u m e n t to u n a u th ri z e d r e c ip ie n ts i s p ro h ib it e d D o n o t re m o v e t h is n o ti c e P ro p e rl y d e s tr o y o r re tu rn d o c u m e n ts w h e n n o l o n g e r n e e d e d

PA0277

VPA00027

GS-03P-15-AZ-C-1020

GS-03P-14-AZ-C-0020

1/4" = 1'-0"

S4.02

ENLARGED

PARTIAL

PLANS

1158.00Author

03/28/16

CONSOLIDATION PROJECT

GREEN FEDERAL BUILDING

190 Witherspoon Street Princeton, PA 19106

Studi Hillier 190 Witherspoon Street Princeton, NJ 08542

Program + Strategy Consultant

Greenman - Peterson, Inc. (GPI) 50 Glenmaura National BLVD.

Suite 12 Scranton, PA 18505

MEP Engineer

Antis Veterans Engineering and Technical Services 2074 Cobblestone Lane Reston, VA 20191

Structural Engineer

TCT Cost Consultants, LLC 1090 Vermont Avenue NW Suit 230 Wahington, DC 20005

Cost Specialist

Praxis Building Solutions. LLC 2401 Walnut Street Suite 102 Philadelphia, PA 19103

Green Building Consultant

Beam, Ltd 428 West Waverly Road Glenside, PA 19038

Lighting Consultant

Cerami & Associates 404 Fifth Avenue New York, NY 10018

Acoustical Consultant

Weidlinger Associates 1825 K Street Avenue NW Suite 350 Washington, DC 2006

Security + Blast

Drawing Issue Date Issued for Core & Shell Package 05-06-16

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

ROOF DUNNAGE EXPANSION