Mellon - Philadelphia East Market... · Mellon Independence ... D o o r E d g e o f C o n c r e t e...
Transcript of Mellon - Philadelphia East Market... · Mellon Independence ... D o o r E d g e o f C o n c r e t e...
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
www.stantec.com
ORIGINAL SHEET - ARCH E1 (30"x42")
Permit-Seal
Issued
Revision
By Appd YYYY.MM.DD
Tel:Fax:
Revision
Scale
Consultants
By Appd YYYY.MM.DD
Legend
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"
7TH FLOOR ROOF127' - 7"
35TH FLOOR ROOF410' - 1"
PENTHOUSE ROOF429' - 1"
6TH FLOOR ROOF112' - 7"
7TH FLOOR ROOF121' - 7"
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
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
www.stantec.com
ORIGINAL SHEET - ARCH E1 (30"x42")
Permit-Seal
Issued
Revision
By Appd YYYY.MM.DD
Tel:Fax:
Revision
Scale
Consultants
By Appd YYYY.MM.DD
Legend
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 12:33:31 PM c:\users\public\documents\stc_arch_twr int_mic_218310160_Scheme 1_jmartineau.rvt
1" = 20'-0"
MIC TOWER
INDEPENDENCE CENTER REALTY
SITE ROOF PLAN
Z001218310160
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
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
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
www.stantec.com
ORIGINAL SHEET - ARCH E1 (30"x42")
Permit-Seal
Issued
Revision
By Appd YYYY.MM.DD
Tel:Fax:
Revision
Scale
Consultants
By Appd YYYY.MM.DD
Legend
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
2/26/2014 4:13:46 PM c:\users\public\documents\stc_arch_twr int_mic_218310160_Scheme 1_jmartineau.rvt
1/32" = 1'-0"
MIC TOWER
INDEPENDENCE CENTER REALTY
ZONING INFORMATION
Z002218310160
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
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
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
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
www.stantec.com
ORIGINAL SHEET - ARCH E1 (30"x42")
Permit-Seal
Issued
Revision
By Appd YYYY.MM.DD
Tel:Fax:
Revision
Scale
Consultants
By Appd YYYY.MM.DD
Legend
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 12:29:50 PM c:\users\public\documents\stc_arch_twr int_mic_218310160_Scheme 1_jmartineau.rvt
1/8" = 1'-0"
MIC TOWER
INDEPENDENCE CENTER REALTY
FIRST FLOOR PLAN
A201218310160
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
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
TOP OF SCREENWALL429' - 1"
MACHINE ROOM417' - 7"
A710F4
A710F4
EXISTINGBRIDGE
BUILDING HEIGHTMEASURING POINT
28' - 9 87/128"
A703F1
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
www.stantec.com
ORIGINAL SHEET - ARCH E1 (30"x42")
Permit-Seal
Issued
Revision
By Appd YYYY.MM.DD
Tel:Fax:
Revision
Scale
Consultants
By Appd YYYY.MM.DD
Legend
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
3/13/2014 4:33:59 PM c:\users\public\documents\stc_arch_twr int_mic_218310160_Scheme 1_jmartineau.rvt
1/16" = 1'-0"
MIC TOWER
INDEPENDENCE CENTER REALTY
EAST AND NORTH ELEVATIONS
A701218310160
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
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"
MACHINE ROOM417' - 7"
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
TOP OF SCREENWALL429' - 1"
MACHINE ROOM417' - 7"
A710F4
A710F4
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
www.stantec.com
ORIGINAL SHEET - ARCH E1 (30"x42")
Permit-Seal
Issued
Revision
By Appd YYYY.MM.DD
Tel:Fax:
Revision
Scale
Consultants
By Appd YYYY.MM.DD
Legend
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
3/13/2014 5:08:00 PM c:\users\public\documents\stc_arch_twr int_mic_218310160_Scheme 1_jmartineau.rvt
1/16" = 1'-0"
MIC TOWER
INDEPENDENCE CENTER REALTY
WEST AND SOUTH ELEVATIONS
A702218310160
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
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
T ectonic Cop yright 2007
T ectonic Cop yright 2007
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"
TOP OF SCREENWALL429' - 1"
MACHINE ROOM417' - 7"
380'
- 1"
PROTECTED MEMBRANE ROOF
VEGETATED ROOF
TYP. RESIDENTIAL FLOOR
PROTECTED MEMBRANE ROOF
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"
TOP OF SCREENWALL429' - 1"
MACHINE ROOM417' - 7"
PROTECTED MEMBRANE ROOF
TYP. RESIDENTIAL FLOOR
EXISTING FACADE
EXISTINGTUNNEL BELOWFILBERT ST
BUILDING HEIGHTMEASURING POINT
28' - 9 87/128"
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
www.stantec.com
ORIGINAL SHEET - ARCH E1 (30"x42")
Permit-Seal
Issued
Revision
By Appd YYYY.MM.DD
Tel:Fax:
Revision
Scale
Consultants
By Appd YYYY.MM.DD
Legend
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
3/13/2014 5:14:07 PM c:\users\public\documents\stc_arch_twr int_mic_218310160_Scheme 1_jmartineau.rvt
1/16" = 1'-0"
MIC TOWER
INDEPENDENCE CENTER REALTY
BUILDING SECTIONS
A710218310160
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
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
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