Mellon - Philadelphia East Market... · Mellon Independence ... D o o r E d g e o f C o n c r e t e O i l F i l l P p e F O R M E / F I B E R T S T R E E T D R E S E R V E D A S A

Mellon Independence Center 701 Market Street ‐ Philadelphia, PA 19106 Proposed Residential Tower March 14 2014

Site Photos Aerial Photo – Plan View Aerial Photo – View from the SE Aerial Photo – View from the S Aerial Photo – View from the SW Aerial Photo – View from the NW Aerial Photo – View from the N Aerial Photo – View from the NE

Street View – 7th & Market Streets looking NW Street View – 8th & Market Streets looking NE Street View – 8th & Market Streets looking N Street View – 8th & Easement @ Filbert Street looking S Street View – 8th & Easement @ Filbert Street looking E Street View – Filbert Street looking E Street View – Filbert Street looking W Street View – Filbert and Market Streets looking SW

Building C000 – Site/Sidewalk Plan C001 – Site Survey Z001 – Site Roof Plan Z002 – Sky Plane Diagram A201 – First Floor Plan A701 – Building Elevations A702 – Building Elevations A710 – Building Sections

Rendering – 7th & Market View

Rendering – View from the North East

Building Materials

Keystone Tel.

Co. 1 0"x12

", 2'-4" Cov.

Keystone

Tel. Co. MH (not found)

Verizon

8"x10", 2'-2" Cov. (Aband.)

Verizon M

H 5'-1" Dp

. to Bot.

(Filled and Aband.).

Verizon 5"x5", 1'-7" Cov. (Aband.)

Verizon, U

nkn. Size and Cov.

Phila R

apid Transit 14

"x7" (Aband.)

Steel Plate

Steel Plate

Steel Plate

Mtl.

Grt.

Mtl.

Grt.

TUNNEL

TUNNEL

Vault

Vault

Utility Duct

Vault

Bridge

(2nd Through

6th Floors)

Bridgeat 3rdFloor

ParkingGarageAboveGroundLevel

Trench Drain

TG=28.72

Inlet

TG=29.41

Concrete Paving

Asphalt Paving

CP29.07

CP28.95

CP27.78

CP27.90

CP27.82

12'

40'

12'

CP 25.67

CP25.62

CP25.23

CP24.93

CP28.86

CP28.92

CP28.40

CP28.65

CP28.65

CP29.05 CP29.05

CP28.57

CP25.20

CP25.13

CP25.11

CP25.15

CP28.86

CP28.65

CP27.26

CP26.68

CP30.20

CP30.20

0.0049

689.31

200.05

0.0078

72.70'

0.0079

88.70'

Form

er Curb Line

Form

er Curb Line

Form

er Curb Line

12'

26'

12'

12'

26'

12'

23'52'25'

12'

26'

12'

12'

40'

12'

23'52'25'

23'62'15'

17'

372.10'

0.0058

0.0061

191.95'

10'20'10'

40'

40'

12'

26'

12'

27' 12'12'

89°39'40"

90°12'57"

89°36'43"

90°30'40"

10'-20'-10'

Legally Open

40' Wide

On City Plan

23'-52'-25'

Legally Open

100' Wide

On City Plan

12'-26'-12'

Legally Open

50' Wide

On City Plan

12'-40'-12'

Legally Open

64' Wide

On City Plan

315.97'

352.77'

396.00'

271.141'

179.879'

FILBERT

STREET

MARKET

STREET

8THSTREET

7THSTREET

HR

HR

HR

VZVZ

SEE AGREEMENT IN

DEED BOOK CJP 2621 PG.

51

FOR UTILITY DUCT UNDER

FILBERT STREET

DEED BOOK CAB 366 PG. 411

DEED BOOK FHS 245 PAGE 166

GG

G

G

St P

FH

St P

High Pressure F.S., 8

Water 8", 4'-0" Cov.

WW

WW

?

?

?STMH

STMH

STMH

Steam 18

", 6'-0" Co

Steam 34-

3 /4"x37-

3 /8, 3' C

ov.

Steam 30

"x60"

8' C

ov.

Steam 22"x22", Unkn. C

ov.

SS

Sewer 24", -- Cov.

VV

VV

V

V

V

B

VP

?

BBBBBB

VP

VP

VP

VP

VPVP

VP

B

BB

???

TS

BB

BTS

TS

TS

BB

B

?

B

B

BB

BB

BB

BBB

B

B

?

BB

BLP

LPB

BLP

BLP

BBB

B

B

BB

BB

Concrete Column

(Typ.)

Roll-

Up

Garage Door

Roof Overhang

Raised Concrete Pad

24" Stack

Building Line

Above

Roll-

Up

Door

Edge of

Concrete

Oil Fill

Pipe

FORMER FILBERT STREET RESERVED AS A

RIGHT-

OF-

WAY FOR DRAINAGE, WATER MAIN, GAS

AND CITY TRANSIT PURPOSES.

ORDINANCE OF COUNCIL JULY 14, 1988

P

P

PEC

O 28"x23

1 /2"&11

"x19

", 3'-9" Cov.

PEC

O 2'-4"x4'-10"

PEC

O MH (Not Visible)

PEC

O 1'-7

1 /2"x1'-9", 3'-3" Cov.

PEC

O 1'-7

1 /2"x1'-0

1 /2", 2' Cov.

PEC

O (2) 4" I Pipe s, Unkn. Cov.

Transform

er R

oom

PEC

O (6) 4

1 /4" T.C. Dts., Unkn. Cov.

PEC

O (4) 5" P. Dts. 2'-9" C

ov.

PEC

O Term

ination

PEC

O 22

1 /2"x12

1 /2" 2'-9"

Cov.

PEC

O, 2'-6" Cov.

PE

PE

PE

PE

PE

PE

Gas 6", 2-

0" Cov.

Gas, 2'-6" Cov.

Gas 6", 1'-5" C

ov.

Gas 3"

Verizon, 36"x43

", 9 '-

Level 3, (2)4" PVC

Dts., 20" C

ov.

Keystone

Tel. Co . 10"x7", 2'-2" Cov.

7-Story

Brick

Building

2nd Story Above(Open at Grnd. Level)

1-Story

(Loading

Garage)

Loading

Dock

6-Story

Brick

Building

3-Story

Concrete Ramp

Aspahlt

Paving

Concrete Paving

Concrete Paving

Conc.

Dock

F F5 6. 07

BC103.11

BC115.83

T C2 9.93

G 29 .6 8

BC30.24

BC30.25

BC30.22

BC30.80

3 0. 61

T C2 8.72

G 28 .5 6

BC28.71

2 8. 81

2 8. 84

3 0. 21

3 0. 19

BC29.04

BS28 .9 0

BS28 .9 4

T S3 0. 22

T S3 0. 20

D S3 0.26

BC29.02

3 0. 81

2 9. 76

2 9. 77

3 0. 75

3 0. 87

3 0. 24

BC31.08

3 0. 48

3 0. 57

3 0. 59

T D3 3

.52

T D3 3

.54

2 9. 62

2 9. 47

2 9. 60

2 9. 89

T D3 3

.53

T D3 3

.47

T D3 3

.48

T D3 3

.47

BC33.38

BC33.54

BC33.47 B

C33.38

D S3 3.59

D S3 3.53

D S3 3.57

BC33.55

BC41.95

BC71.77

BC103.30

2 8. 96

2 8. 91

2 9. 08

2 9. 48

2 9. 36

BC28.81

BC28.88

BC28.71

BC28.67

BC28.61

D S2 8.81

D S2 8.74

2 8. 73

2 8. 67

2 8. 75

D S3 0.24

2 8. 88

T C+G28.65

T C+G28.43

T C2 8.53

G 28 .3 5

T C2 7.91

G 27 .4 3

G 27 .7 3

T C2 8.04

T C2 7.93

G 27 .7 4

2 8. 14

2 8. 21

T C2 8.02

G 27 .8 6

T C2 8.14

T C2 8.20

G 27 .8 1

D S2 8.91

T C2 8.39

G 28 .1 9

T C2 8.32

2 8. 50BC28.88

BC28.74

BC28.82

BC30.75

2 8. 61

T C2 9.28

G 28 .7 9

G 28 .8 9

T C2 9.22

T C2 9.49

G 28 .8 8

D S3 0.15

D S3 0.16

BC49.85

BC101.57

BC44.18

T C2 9.03

G 28 .7 6

2 8. 99

T C2 9.27

G 29 .1 2T C

2 9.08

T C2 9.12

BC71.57

BC28.19

T C2 7.87

G 27 .3 8

G 27 .4 6

T C2 7.91

G 28 .2 8

T C2 8.84

BC28.06

D S2 8.55

D S3 0.79

2 9. 49

T C2 9.91

G 29 .6 9

2 9. 83

T C2 9.86

G 29 .3 5

2 9. 89

3 0. 35

3 0. 04T C+G29.37

T C+G29.51

3 0. 09

3 0. 40

3 0. 35

3 0. 17

T C+G29.64

3 0. 16

3 3. 46

3 3. 34

3 3. 21

3 3. 27

3 3. 44

D S3 3.46

BC33.50

BC33.50

2 9. 85

2 9. 68

2 9. 66

T C2 9.02

G 28 .8 5

G 28 .9 1

T C2 9.07

T C2 8.88

T C2 8.90

T C3 0.08

G 29 .7 0

D S2 9.29

D S2 9.34

BC28.87

BC28.93

BC29.42

BC30.32

G 29 .7 2

T C3 0.13

BC30.27

BC29.64

3 0. 08

3 0. 07

3 0. 19

T C2 9.86

G 29 .6 5

3 0. 17

T C3 0.00

G 29 .7 6

D S3 0.30D S3 0.31

D S3 0.22

2 9. 82

3 0. 36

3 0. 13

3 0. 23

3 0. 38

D S3 0.35

3 1. 04

3 1. 05

D S3 1.27

BC28.52

F F3 1. 13

F F3 1. 13

FF31.10

FF31.1

0

FF3 1. 16

FF31.0

6FF3

1.09

DS3 0.91

D S3 0.95

F F3 0. 92

F F3 0. 96

D S3 0.79

F F3 0. 79

F F3 0. 80

D S3 0.81

F F3 0. 76

F F3 0. 80

DS31.20

DS31.18

DS31.18

F F2 9. 45

DS29.55

DS29.57TS3 1. 19

D S3 0.25

F F3 0. 24

3 0. 58

D S3 0.67

F F3 0. 70

1 2 3 4 5 6 7 8

A

B

C

D

E

F

The Contractor shall verif y and be responsib le for al l dimensions. DONOT scale the drawing - any errors or omissions shall be report ed toStantec without delay.The Copyrights to all designs and drawings are the prope rty ofStantec . Reproducti on or use for any purpose othe r than thatauthorized by Stantec is forbidden.

Copyright Reserved

Client/Project

Drawing No.

Project No.

Title

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ORIGINAL SHEET - ARCH E1 (30"x42")

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PRELIMINARYNOT FOR CONSTRUCTION

Not for permits, pricing or other official purposes.This document has not been completed or checked and is for

general information or comment only.

KEY PLAN7TH ST

8TH ST

MARK

ET S

T

FILB

ERT

ST

2/7/2014 1:26:04 PM c:\users\public\documents\stc_arch_twr int_mic_218310160_Scheme 1_jmartineau.rvt

1" = 20'-0"

MIC TOWER

INDEPENDENCE CENTER REALTY

SURVEY

C001218310160

701 EAST MARKET STREETPHILADELPHIA, PA 19106

202-333-2711202-333-3159

CONCEPT DESIGN SUBMISSION 2013.08.16

1056 THOMAS JEFFERSON ST NWWASHINGTON, DC 20007

STANTEC ARCHITECTURE

LINE OF GARAGE ABOVE 8TH STREET

7TH STREET

MARK

ET S

TREE

T

FILB

ERT

STRE

ET

6TH FLOOR ROOF112' - 7"



PENTHOUSE ROOF429' - 1"



181' - 6"44' - 11"

82' -

4"38

' - 4"

16' -

4"65

' - 8"

44' -

5"10

3' - 6

"

51' - 0"

399'

- 0"

5TH FLOOR ROOF

7TH FLOOR ROOF

6TH FLOOR ROOF

STREETC/L

1 2 3 4 5 6 7 8

A

B

C

D

E

F


Copyright Reserved

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KEY PLAN7TH ST

8TH ST

MARK

ET S

T

FILB

ERT

ST


1" = 20'-0"

MIC TOWER


SITE ROOF PLAN

Z001218310160


202-333-2711202-333-3159




1" = 20'-0"Z001F1 SITE ROOF PLAN

400'

- 3"

100%

85%

80%

70%

0

125'

190'

285'

62.4% BLOCKAGE

IMPACT OF NEW TOWER

1 2 3 4 5 6 7 8

A

B

C

D

E

F


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KEY PLAN7TH ST

8TH ST

MARK

ET S

T

FILB

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ST


1/32" = 1'-0"

MIC TOWER


ZONING INFORMATION

Z002218310160


202-333-2711202-333-3159




1/32" = 1'-0"Z002C5 PLOTTING PLANE DIAGRAM - MARKET STREET (100' WIDE)

1/32" = 1'-0"Z002D5 EXISTING MARKET STREET ELEVATION

Z002C1 PLOTTING PLANE ISOMETRIC - MARKET STREET (100' WIDE)

DN

UP

UP

UP

UP

UP

1.1 2.5 4.4 5.6 6.8 8.1 9.3 10.8

J.1

J.7

K.6

M.4

N.3

L.5

O.1

DOCK MASTER SERVICE

LOADING DOCK

BIKE STORAGE

MAIL

RETAIL

RETAIL

Z002C5A7

01 F5

A701F2

A702E2

A710F1

A710F1

A710F4

A710F4

SERVICE

STORAGE FIRE COMMAND CENTER -TOWER

ELEC.

COMM.

ELEV. 1

STAIR 1

STAIR 2

CORRIDOR

RETAILFIRE COMMAND CENTER -

OFFICE / RETAIL

ELEV. 3

STAIR 3

ELEV. 7

ELEV. 4

ALUM. CURTAINWALL

OVERHEAD COILING DOOR

UPUP

NEW CONCRETE RAMP W/ PTD STEEL HANDRAIL

4" BRICK VENEER ON 8" CMU

30' - 0"

PROVIDE 2 HR RATED FIRESHUTTERS IN CONCRETE WALLON LINES 10.8, 5.1, AND O.1

2 HR RATED STEEL AND GLASSSTOREFRONT SYSTEM FORGLAZED OPENINGS AND DOORSIN THIS WALL, U.N.O.

2 HR RATED HM DOOR ANDFRAME

2 HR RATED MASONRY FIREWALL TIED TO EXISTINGSTRUCTURE

WATER SERVICEROOM

EMERGENCY GENERATORROOM

STORM WATER RETENTIONTANK / MECHANICAL ROOM WASTE HANDLING

181' - 6"

119'

- 10"

17' -

11"

126'

- 5"

RETAIL LOADING AREA

RESIDENTIAL ELEVATORLOBBY

11'-0"x 60'-0"LOADING SPACE

10'-0"x 40'-0"LOADING SPACE

LIMIT

OF

FILB

ERT

STRE

ET

FILB

ERT

STRE

ET

Z002D5

1 2 3 4 5 6 7 8

A

B

C

D

E

F


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Drawing No.

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Title

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KEY PLAN7TH ST

8TH ST

MARK

ET S

T

FILB

ERT

ST


1/8" = 1'-0"

MIC TOWER


FIRST FLOOR PLAN

A201218310160


202-333-2711202-333-3159




1/8" = 1'-0"A201F1 FIRST FLOOR PLAN

FIRST FLOOR31' - 2"

8th FLOOR127' - 7"

9th FLOOR137' - 7"

10th FLOOR147' - 7"

11th FLOOR157' - 7"

12th FLOOR167' - 7"

13th FLOOR177' - 7"

14th FLOOR187' - 7"

15th FLOOR197' - 7"

16th FLOOR207' - 7"

17th FLOOR217' - 7"

18th FLOOR227' - 7"

19th FLOOR237' - 7"

20th FLOOR247' - 7"

21st FLOOR257' - 7"

22nd FLOOR267' - 7"

23rd FLOOR277' - 7"

24th FLOOR287' - 7"

25th FLOOR297' - 7"

26th FLOOR307' - 7"

27th FLOOR317' - 7"

28th FLOOR327' - 7"

29th FLOOR337' - 7"

30th FLOOR347' - 7"

31st FLOOR357' - 7"

32nd FLOOR367' - 7"

33rd FLOOR377' - 7"

34thFLOOR387' - 7"

35th FLOOR397' - 7"

TOWER ROOF410' - 1"

1.12.54.45.66.88.19.310.8

2nd FLOOR47' - 1 51/256"

3rd FLOOR60' - 3 77/128"

4th FLOOR73' - 7 51/256"

5th FLOOR87' - 2 51/128"

6th FLOOR100' - 0"

7th FLOOR112' - 7"

TOP OF SCREENWALL429' - 1"

MACHINE ROOM417' - 7"

A710F1

A710F1

400'

- 3"

BUILDING HEIGHTMEASURING POINT

28' - 9 87/128"

FIRST FLOOR31' - 2"

8th FLOOR127' - 7"

9th FLOOR137' - 7"

10th FLOOR147' - 7"

11th FLOOR157' - 7"

12th FLOOR167' - 7"

13th FLOOR177' - 7"

14th FLOOR187' - 7"

15th FLOOR197' - 7"

16th FLOOR207' - 7"

17th FLOOR217' - 7"

18th FLOOR227' - 7"

19th FLOOR237' - 7"

20th FLOOR247' - 7"

21st FLOOR257' - 7"

22nd FLOOR267' - 7"

23rd FLOOR277' - 7"

24th FLOOR287' - 7"

25th FLOOR297' - 7"

26th FLOOR307' - 7"

27th FLOOR317' - 7"

28th FLOOR327' - 7"

29th FLOOR337' - 7"

30th FLOOR347' - 7"

31st FLOOR357' - 7"

32nd FLOOR367' - 7"

33rd FLOOR377' - 7"

34thFLOOR387' - 7"

35th FLOOR397' - 7"

TOWER ROOF410' - 1"

J.1

J.7K.6M.4

N.3

L.5

2nd FLOOR47' - 1 51/256"

3rd FLOOR60' - 3 77/128"

4th FLOOR73' - 7 51/256"

5th FLOOR87' - 2 51/128"

6th FLOOR100' - 0"

7th FLOOR112' - 7"

O.1



A710F4

A710F4

EXISTINGBRIDGE


28' - 9 87/128"

A703F1

1 2 3 4 5 6 7 8

A

B

C

D

E

F


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KEY PLAN7TH ST

8TH ST

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ET S

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ST


1/16" = 1'-0"

MIC TOWER


EAST AND NORTH ELEVATIONS

A701218310160


202-333-2711202-333-3159




1/16" = 1'-0"A701F2 EAST ELEVATION

1/16" = 1'-0"A701F5 NORTH ELEVATION

EXISTING DOORS TO REMAIN

EXISTING WINDOWS TO REMAIN

EXISTING FACADE

ALUM. COMPOSITET PANELS

LOW RISE ALUM. CURTAINWALL

ALUM. COMPOSITE PANELSALUM. SLAB EDGE COVER

ALUM. WINDOW WALL

CORRUGATED PERFORATED METAL PANELS

8th FLOOR127' - 7"

9th FLOOR137' - 7"

10th FLOOR147' - 7"

11th FLOOR157' - 7"

12th FLOOR167' - 7"

13th FLOOR177' - 7"

14th FLOOR187' - 7"

15th FLOOR197' - 7"

16th FLOOR207' - 7"

17th FLOOR217' - 7"

18th FLOOR227' - 7"

19th FLOOR237' - 7"

20th FLOOR247' - 7"

21st FLOOR257' - 7"

22nd FLOOR267' - 7"

23rd FLOOR277' - 7"

24th FLOOR287' - 7"

25th FLOOR297' - 7"

26th FLOOR307' - 7"

27th FLOOR317' - 7"

28th FLOOR327' - 7"

29th FLOOR337' - 7"

30th FLOOR347' - 7"

31st FLOOR357' - 7"

32nd FLOOR367' - 7"

33rd FLOOR377' - 7"

34thFLOOR387' - 7"

35th FLOOR397' - 7"

TOWER ROOF410' - 1"

1.1 2.5 4.4 5.6 6.8 8.1 9.3 10.8TOP OF SCREENWALL

429' - 1"


A710F1

A710F1

8th FLOOR127' - 7"

9th FLOOR137' - 7"

10th FLOOR147' - 7"

11th FLOOR157' - 7"

12th FLOOR167' - 7"

13th FLOOR177' - 7"

14th FLOOR187' - 7"

15th FLOOR197' - 7"

16th FLOOR207' - 7"

17th FLOOR217' - 7"

18th FLOOR227' - 7"

19th FLOOR237' - 7"

20th FLOOR247' - 7"

21st FLOOR257' - 7"

22nd FLOOR267' - 7"

23rd FLOOR277' - 7"

24th FLOOR287' - 7"

25th FLOOR297' - 7"

26th FLOOR307' - 7"

27th FLOOR317' - 7"

28th FLOOR327' - 7"

29th FLOOR337' - 7"

30th FLOOR347' - 7"

31st FLOOR357' - 7"

32nd FLOOR367' - 7"

33rd FLOOR377' - 7"

34thFLOOR387' - 7"

35th FLOOR397' - 7"

TOWER ROOF410' - 1"

J.7 K.6 M.4L.5

7th FLOOR112' - 7"

A61

A61

A71

A71



A710F4

A710F4

1 2 3 4 5 6 7 8

A

B

C

D

E

F


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KEY PLAN7TH ST

8TH ST

MARK

ET S

T

FILB

ERT

ST


1/16" = 1'-0"

MIC TOWER


WEST AND SOUTH ELEVATIONS

A702218310160


202-333-2711202-333-3159




1/16" = 1'-0"A702E2 WEST ELEVATION

1/16" = 1'-0"A702E5 SOUTH ELEVATION

ALUM. COMPOSITET PANELS

LOW RISE ALUM. CURTAINWALL

ALUM. COMPOSITE PANELSALUM. SLAB EDGE COVER

ALUM. WINDOW WALL

CORRUGATED PERFORATED METAL PANELS

T ectonic Cop yright 2007




STREET LEVEL30' - 0"

FIRST FLOOR31' - 2"

CONCOURSE LEVEL18' - 2"

BASEMENT LEVEL6' - 2"

8th FLOOR127' - 7"

9th FLOOR137' - 7"

10th FLOOR147' - 7"

11th FLOOR157' - 7"

12th FLOOR167' - 7"

13th FLOOR177' - 7"

14th FLOOR187' - 7"

15th FLOOR197' - 7"

16th FLOOR207' - 7"

17th FLOOR217' - 7"

18th FLOOR227' - 7"

19th FLOOR237' - 7"

20th FLOOR247' - 7"

21st FLOOR257' - 7"

22nd FLOOR267' - 7"

23rd FLOOR277' - 7"

24th FLOOR287' - 7"

25th FLOOR297' - 7"

26th FLOOR307' - 7"

27th FLOOR317' - 7"

28th FLOOR327' - 7"

29th FLOOR337' - 7"

30th FLOOR347' - 7"

31st FLOOR357' - 7"

32nd FLOOR367' - 7"

33rd FLOOR377' - 7"

34thFLOOR387' - 7"

35th FLOOR397' - 7"

TOWER ROOF410' - 1"

2nd FLOOR47' - 1 51/256"

3rd FLOOR60' - 3 77/128"

4th FLOOR73' - 7 51/256"

5th FLOOR87' - 2 51/128"

6th FLOOR100' - 0"

7th FLOOR112' - 7"



380'

- 1"

PROTECTED MEMBRANE ROOF

VEGETATED ROOF

TYP. RESIDENTIAL FLOOR


STREET LEVEL30' - 0"

FIRST FLOOR31' - 2"

CONCOURSE LEVEL18' - 2"

BASEMENT LEVEL6' - 2"

8th FLOOR127' - 7"

9th FLOOR137' - 7"

10th FLOOR147' - 7"

11th FLOOR157' - 7"

12th FLOOR167' - 7"

13th FLOOR177' - 7"

14th FLOOR187' - 7"

15th FLOOR197' - 7"

16th FLOOR207' - 7"

17th FLOOR217' - 7"

18th FLOOR227' - 7"

19th FLOOR237' - 7"

20th FLOOR247' - 7"

21st FLOOR257' - 7"

22nd FLOOR267' - 7"

23rd FLOOR277' - 7"

24th FLOOR287' - 7"

25th FLOOR297' - 7"

26th FLOOR307' - 7"

27th FLOOR317' - 7"

28th FLOOR327' - 7"

29th FLOOR337' - 7"

30th FLOOR347' - 7"

31st FLOOR357' - 7"

32nd FLOOR367' - 7"

33rd FLOOR377' - 7"

34thFLOOR387' - 7"

35th FLOOR397' - 7"

TOWER ROOF410' - 1"

2nd FLOOR47' - 1 51/256"

3rd FLOOR60' - 3 77/128"

4th FLOOR73' - 7 51/256"

5th FLOOR87' - 2 51/128"

6th FLOOR100' - 0"

7th FLOOR112' - 7"




TYP. RESIDENTIAL FLOOR

EXISTING FACADE

EXISTINGTUNNEL BELOWFILBERT ST


28' - 9 87/128"

1 2 3 4 5 6 7 8

A

B

C

D

E

F


Copyright Reserved

Client/Project

Drawing No.

Project No.

Title

www.stantec.com


Permit-Seal

Issued

Revision

By Appd YYYY.MM.DD

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Scale

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Legend




KEY PLAN7TH ST

8TH ST

MARK

ET S

T

FILB

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1/16" = 1'-0"

MIC TOWER


BUILDING SECTIONS

A710218310160


202-333-2711202-333-3159




1/16" = 1'-0"A710F1 BUILDING CROSS SECTION

1/16" = 1'-0"A710F4 LONGITUDINAL SECTION

Stantec Architecture Inc. 1056 Thomas Jefferson Street NW Washington DC 20007-3813 Tel: (202) 333-2711 Fax: (202) 333-3159

Doing business as: Stantec Architecture and Engineering (NY) Stantec Architecture P.C. (DC, MS, MO, NE) For a list of our registered architects, please visit www.stantec.com/registeredarchitects

March 14, 2014 File: 218310160

Reference: New Residential Tower – Building Materials Summary Mellon Independence Center

701 East Market Street Philadelphia PA 19106

The design of a residential tower on the Mellon Independence Center site respects the historic character of the existing building fabric. The positioning of the tower on the site and the material color selection have been chosen to minimize the visual impact of the tower and not detract from Mellon Independence Center’s long established prominence on Market Street.

The location of the tower at the central rear of the block, facing Filbert Street, was selected to minimize site lines of the tower as one would approach the intersections of 7th and Market Streets or 8th and Market. Streets. As shown in the perspective renderings of these intersections, the upper portion of the tower is visible but it’s appearance could easily be mistaken as being grounded on another parcel of land outside the Mellon Independence Center site.

The existing façade along Filbert Street and the return wall entering the loading area will be preserved. These walls support the two historic bridges, the masonry bridge that spans Filbert Street and the copper bridge that spans over the loading entranceway. Preserving these walls maintains the historic integrity of the facades and their relationship to the bridges. Any repair or alteration to these walls (primarily at the street level) will incorporate brick masonry to match as close as possible to the existing color and texture of the existing façade. Any new walls erected in the existing loading area will use the same brick masonry and will have openings of similar proportions and arrangement of the existing facades.

The material/color selections for the tower are focused on a modern facade to contrast the historic structure. The proposed tower material colors are charcoal, light grey, and natural aluminum with light Prussian blue accent. The primary building façade elements are aluminum panel and glass window wall systems. The building is framed in the darker panels which bring focus to the paired floors of living units. An alternating band of accent color alternates between the gridded areas creating a structured but playful movement to the façade. The glazing will be light grey mounted in natural aluminum colored frames.

Overall, we believe that positioning of the addition and the selection of materials complement the existing historic structure.

STANTEC ARCHITECTURE INC.

David Capelli, AIA Vice President Phone: 202-339-6882 Fax: 202-333-3159 [email protected]

218310160 Design\Predesign\Agency Review Material\CDR Materials Statement

Checklist Complete Streets Handbook Checklist

Documents

Mellon - Philadelphia East Market... · Mellon Independence ... D o o r E d g e o f C o n c r e t e O i l F i l l P p e F O R M E / F I B E R T S T R E E T D R E S E R V E D A S A