ALVARO QUINTANA ...chronological work in progress...
ALVARO QUINTANA
...chronological work in progress...
DUDAPAINE architects Durham, NC 2015-present
Durham.ID - North Building, South Building & Parking Deck Durham, NC, US
Hunt St.
Du
North Building
rha
m
ID
Park No
rth
Morris St.
Du
South Building
M
m
ID
So
D ec
k
ut h
or ris Str ee t (So uth )
Roney St.
Parking Deck
rha
ing
Ro ne yS tre et
Roney St.
Photo Progress - North, South and Parking buildings.
Parking Deck, P1.1
Site Axonometric View
South Building, C2
North Building, C1
Site Plant
Render North and South Buildings
Parking Deck
South Building - Northwest corner
Courtyard
Future Rooftop Restaurant
North Building - Southwest view
Lobby North Building
Parking Deck - P1.1
North Building - C1
Ground Floor
Typical Level
South Building - C2
NCR Headquarters, Atlanta, GA, US
HANDEL architects New York City, US 2014
433 Greenpoint, Building F1, 41 Blue Slip Brooklyn, NY, US
3D View Used for DOB Package
01
Ground Level
FLOOR 01 PLAN SCALE: 1/8" = 1'-0"
3D Diagrams
B
A
Typical Level
Enlarged Typical Level A
B
Enlarged Typical Level B
Section
FXFOWLE architects New York City, US 2007-2014
10' - 0"
5' - 0"
20' - 0"
10' - 0"
FACADE TYPE A
TYPE B2
FACADE TYPE B1
FACADE TYPE A
5' - 0"
24' - 6"
90' - 0" FACADE TYPE B1
FACADE TYPE A
10' - 0" FACADE TYPE B2
TYPE B2
9' - 5 7/8"
FACADE TYPE B2
50' - 6 1/8"
FACADE TYPE B1
888 Boylston Street Boston, MA, US
5' - 0" TYPE C
STAIR B 0603
FIRE ALARM 0606
DATA 0607
FD
SERVICE 0612 SERVICE VESTIBULE 0609
ELEC. EMER. RM 0611
120' - 0"
OFFICE SPACE 0601 F11 A-202
LINE OF SKY GARDEN AS TENANT OPTION
TYPE A
ELEC. RM 0608
FACADE TYPE C
59' - 0"
SE1
WOMEN 0604
FD
FD
FD
JAN 0610
FD
MEN 0605
5' - 0"
10' - 0"
90' - 0"
10' - 0"
5' - 0"
20' - 0"
10' - 0"
TYPE C
FACADE TYPE B2
FACADE TYPE B1
FACADE TYPE A
TYPE B2
FACADE TYPE B1
FACADE TYPE A
5' - 0"
TYPE B2
24' - 6"
FACADE TYPE A
50' - 6"
FACADE TYPE B1
9' - 6"
FACADE TYPE B2
STAIR A 0602
Typical Floor G.4
F.9
F.8
F.5
F.3
39' - 8" 2' - 9"
5 1/4"
14' - 8"
5RS
5 1/4"
4R 7
30.4
7
30.4 STAIR "B" PRESSURIZATION RISER
4R Q1
SA FROM ABOVE RA TO ABOVE
SPR
8' - 0"
8' - 0"
A-220 5RS
AREA FOR CONDUITS
STAIR B
RA/SA 4R
4RS
CHWS&R RISERS (PRIMARY CHILLED WATER
FLRS 6-16
5RS
A7 5 1/4"
CHWS&R RISERS (OFFICE CHILLED BEAMS) SEE PLUMBING DWGS 4' - 0" 4R FIRE ALARM
4R
8' - 0"
3R
4R
8' - 5"
4R
3' - 0 1/2"
4R
KMA
KX
DATA BY TENANT
HHWS&R RISERS (TENANT PERIMETER HEATING SYSTEM)
FD
(3) 4" SLEEVES FOR FUTURE USE 3R
4R
2R
2R
FLRS 4-17
4R
39' - 4 1/2"
18' - 9"
8' - 0"MIN
EMR SE1
2R 4RS
4RS
ELEC. EMER. RM
GENERAL EXHAUST
GX
4R
2R
3R
4R
4' - 10 1/2"
A-220
4R
SERVICE
8' - 4"
Q11 EMR PE1,2,3,4,5,6,7,8
CWS&R RISERS (RETAIL & OFFICE TENANT'S SUPPLEMENTAL COOLING)
2R
3R 4R
4R SERVICE VESTIBULE SE1
4RS
3R
GAS RISER - SEE PLUMBING DWGS 4R
STORM RISER OVERFLOW DRAIN RISER - SEE PLUMBING DWGS
4R
EPR
4R
4R
2R
2
5' - 6"
FUEL OIL SUPPLY & RETURN RISERS - SEE PLUMBING DWGS
10' - 8 1/4"
View
A-210 SAN. & VENT W/ CAPPED OUTLETS
4R ELEC. RM
4R
31.4
31.4 ELEVATOR PRESSURIZATION RISER
7
7
PE8
PE7
PE6
PE5
4RS
A-220
A1
L7 A-220
F2
10' - 6"
89' - 2 1/2"
L11 A-220
31.9
A-220
31.9
PE1
7
PE2
PE3
PE4 7
234' - 5"
8' - 6"
5 1/4"
4RS
ELEVATOR PRESSURIZATION RISER 7
3 1/4" 1' - 6"
32.4
9' - 2 3/4"
H14
A-240
4RS
STORM RISER OVERFLOW DRAIN RISER
M14 2
FLRS 4-17
G14
6
1' - 5" 3 1/4" 3 1/4"
4R
2R
6
6
35
4R
B14
2RS
FD
36
EPR
4R WOMEN
FD
4R
2RS
JAN TOILET & JANITOR EXHAUST
4R 1' - 6"
4R
6S
DISHWASHER EXHAUST 6S
FD
FD
6
TX
8' - 7 1/4"
6
1' - 8"
32.4
DX 4RS
A8
WATER FOUNTAIN, PER TENANT
4R L8 6
MEN
SA FROM ABOVE RA TO ABOVE
A-240
R8
2RS
2
4R
5RS
5 1/4"
F8
PIT PE
8' - 0"
UP STAIR "A" PRESSURIZATION RISER
4RS SPR
4R
4R RA/SA
PIT PE
5 1/4"
33.5
5RS
DN
A-210
5RS
6' - 3"
7 7
7
PIT SE
Typical Floor
33.5
7 5 1/4"
5 1/4"
Section
STAIR A
A14 4R
4' - 6"
FLRS 6-16
14' - 9"
5 1/4" 2' - 8"
20' - 6"
5 1/4"
COLUMN COLUMN
3
14' - 0"
T
6
7
8
9
10
S
11
4' - 10" 1' - 2" 1' - 2"
1' - 6" 1' - 6"
W14 W14
CT10 30" JOIST 3/4" 2' - 7" 10 3/4" 2' - 7" WITH 1" FIRE CT 30" JOIST PROOF CT 30"1"JOIST WITH FIRE WITH 1" FIRE PROOF 8 1/2" PROOF 8 1/2" CLEAR CLEAR
10' - 0"
SS
4' -4'10" - 10"
5
W14 1' - 2"
RETURN RETURN AIR AIR PLENUM PLENUM SUPPLY/RE SUPPLY/RE TURN TURN AIR AIR SHAFT SHAFT
TYP. TENANT CEILING (N.I.C.) 10' - 0" 10' - 0" TYP. TENANT CEILING (N.I.C.) TYP. TENANT CEILING (N.I.C.)
TT
TYP. FLOOR HEIGHT14' - 0" 14' - 0" TYP. FLOOR HEIGHT TYP. FLOOR HEIGHT
10 3/4"
U
8 1/2"
4' - 0"
UU
COLUMN
4
CLEAR
V
TYP. CEILING AREA 4' - 0" 4' - 0" TYP. CEILING AREA 2' - 7"TYP. CEILING 6 1/4" AREA
6 1/4" 6 1/4"
2
1' - 6"
1
VV
SUSPENDED SUSPENDED CEILING CEILING CT30 CT30 - REFER - REFER TOTO STRUCT. STRUCT. RETURN AIR PLENUM
TENANT TENANT
SPRINKLER SPRINKLER PIPING PIPING SUSPENDED CEILING
SUPPLY/RE TURN AIR SHAFT
HORIZONTAL HORIZONTAL DUCT CT30 - REFER TODUCT STRUCT. (40"X12" (40"X12" WITH WITH 1" 1" INSULATION INSULATION SPRINKLER PIPING (OVERRALL (OVERRALL 42"X14")) 42"X14")) - REFER REFER TOTO MEP MEP
TENANT
HORIZONTAL DUCT (40"X12" WITH 1" INSULATION (OVERRALL 42"X14")) REFER TO MEP
RR 8 1/2" 8 1/2"
R
Q1 Q1
BUILDING BUILDINGCORE CORESECTION SECTION
Q11 Q11
8 1/2"
1/2" 1/2" == 1'-0" 1'-0"
BUILDING CORE SECTION
Q11
14
1' - 2"
7" 7"
11"11" 1' -1'6"- 6"
HORIZONTAL DUCT (40"X12" WITH 1" INSULATION
14
(OVERRALL 42"X14")) 15 REFER TO MEP
SECTION SECTIONDETAIL DETAIL
16
17
L7 L7
CEILING BY OTHERS
SECTION DETAIL
L7 W18
Q11
33.5 33.5 A14 A14
SECTION DETAIL - ELEVATOR SADDLE
BUILDING CORE SECTION @ 32.4 SERVICE 32.4
7"
8 1/2" 3' - 10"
W18 PROJECTION
4' - 0" 14' - 0"
TENANT 1' - 10"
11" 1' - 6"
OPEN TO BEYOND
CHILLER RISER -REFER TO MEP
L11
A-220
1' - 4"
OPEN OPEN TOTO BEYOND BEYOND
OPEN TO BEYOND
OPEN
OPEN TO BEYOND
L7
FIRESTOP AND SMOKE SEAL
A-220
IMPERMEABILIZATION 4"
G
1' - 2"
CEILING BY OTHERS
DETAIL
L7
32.4
31.9
A14
Q11
A7
A-220
A-210
30.4
1' - 4"
1' - 2" 1' - 2"
W18 PROJECTION
OPEN OPEN TOL7 TO BEYOND BEYOND A-220
31.9
HORIZONTAL PIPING WITH INSULTION REFER TO MEP
OPEN TO BEYOND
3' - 10" 3' - 10"
CLR
L11
A-220
CONCRETE BEAM PENETRATION
TENANT CEILING (N.I.C.)
3' - 10"
A-220
W18 W18 PROJECTION PROJECTION
8' - 0"
1' - 6 1/2"
31.9 31.9
A-220 A-220 CONCRETE BEAM PENETRATION JOIST CT30 - REFER TO STRUCT.
31.4
Q11
A7 A-210 OPEN TO BEYOND
L11 L11
31.4 31.4
A-220 A-220
1' - 6 1/2" 1' - 6 1/2" CLR CLR
1' - 2"
30.4
CLR
2' - 3 1/4" 2' - 3 1/4" 4' - 0" 4' - 0"
G (N.I.C.) 10' - 0" 10' - 0" ENANT CEILING (N.I.C.) ENANT CEILING 8 3/4" 1' -(N.I.C.)
4' - 0" 14' - 0" 14' - 0"
OPEN TO BEYOND
4' - 0"
EVATION @ TYP COFFICE FL - FACING SOUTH
2' - 3 1/4"
3' - 10"
4' - 0" TYP. TENANT CEILING (N.I.C.)
14' - 0"
TYP. FLOOR HEIGHT
10' - 0"
D
W18 PROJECTION
Q11 Q11
A7A7 A-210 A-210
14' - 0"
OPEN TO BEYOND
1' - 2"
3' - 10"
30.4 30.4 1' - 10"
1' - 8 3/4" 1' - 8 3/4"
3 1/2" 1' - 2"
1' - 8 3/4"
W18 PROJECTION
E
10' - 0"
31.4
L11
A-220
A-210
OR LOBBY @ TYP. FLOOR
CC
DISHWASHER EXHAUST WITH 1" INSULATION REFER TO MEP
CORE ELEVATION @ TYP OFFICE FL - FACING SOUTH
EE
DD
BEAM PROJECTION BEHIND WALL - REFER TO STRUCT.
1/4" 1/4" CLEAR CLEAR
1/4" = 1'-0"
CORE COREELEVATION ELEVATION @ @TYP TYPOFFICE OFFICE FL FL- -FACING FACINGSOUTH SOUTH BUILDING CORE SECTION @ SERVICE
OPEN TO BEYOND OPEN OPEN TOTO BEYOND BEYOND
1/4" CLEAR
33.5
BUILDING CORE SECTION @ ELEV. LOBBY
3' - 10" 3' - 10"
F2
L11 1/4" = 1'-0"
3' - 10"
F2 F2 Q11
1/4" 1/4" == 1'-0" 1'-0" 1/2" = 1'-0"
F
SECTION DETAIL - ELEVATOR SADDLE
1" = 1'-0"
1' - 2"
FF
3/4"
31.9
HORIZONTAL PIPING (3" WITH 1 1/2" INSULTION (OVERRALL 6")) - REFER TO MEP
GG
3' - 10"
L11 L11
A-220 A-220
3' - 10" 3' - 10"
3/4"
SERVICE
OPEN OPEN TOTO BEYOND BEYOND
TYP. FLOOR HEIGHT
1' - 8 3/4"
VESTIBULE
10' - 0"
H
TENANT
1' -1'10" - 10"
TYP. TENANT CEILING (N.I.C.)
10' - 0"
HORIZONTAL DUCT (40"X12" WITH 1" INSULATION (OVERRALL 42"X14")) REFER TO MEP
1"
10' - 0" 10' - 0"
HH
1 3/4"
FACE OF SHEARWALL
10' - 0"
SUPPLY/RETURN AIR SHAFT
14' - 0"
STAIR PRESURIZATION RISER SHAFT SPRINKLER PIPING
TYP. TENANT CEILING (N.I.C.)
CT30 - REFER TO STRUCT.
CONCRETE LINK BEAM, REFER TO STRUCT. DWGS
3 1/2" 1' - 2" 3 1/2" 1' - 2"
TENANT
14' - 0" 14' - 0"
J
3 1/2" 1' - 2"
T.O.S.
SUSPENDED CEILING
IMPE
BUIL
1' -1'4"- 4"
W18 W18 PROJECTION PROJECTION
3' - 10"
1' - 0"
A-210
2 1/2"
7"
L11
31.9 31.9
32.4
ELEVATOR LOBBY @ TYP. FLOOR
1' - 8 3/4" 1' - 8 3/4"
RETURN AIR PLENUM
FIRE
1/4" = 1'-0"
10"
A14
BU B
MATERIAL KEYING L 1/4" 1/4" == 1'-0" 1'-0"
8' - 0"
10"
ELEVATOR SHAFT
20
KITCHEN EXHAUST OR MAKE UP AIR (1'-0" WITH 1" INSULATION (OVERRALL 1'-2")) - BY TENANT
1/2" = 1'-0"
33.5
FINISH FLOOR BY OTHERS
1' - 7"
1' - 2"
SECTION SECTIONDETAIL DETAIL- -ELEVATOR ELEVATORSADDLE SADDLE L11 L11
A-210 A-210
JJ
TENANT
19
1" = 1'-0"
W18
1' - 2"
K
4"
SERVICE
CLEAR
1" = 1'-0"
CORE SECTION
5 1/4"
18
1"1" == 1'-0" 1'-0"
4' - 0"
KK
VESTIBULE
CEILING OTHERS CEILING BYBY OTHERS
CLR
L1
TENANT
1' -1'2"- 2"
3' - 10"
13
1"1" == 1'-0" 1'-0"
L
8 1/2"
L1 L1
12
4" 4"
1' - 2"
LL
11
10' - 0"
SPRINKLER PIPING
EXPANSION JOINT
HOR INSU TO M
CHIL
CT30 - REFER TO STRUCT.
M
11" 1' - 6"
SUSPENDED CEILING
TENANT
10
10"
7"
RETURN AIR PLENUM
1' - 2"
EXPANSION JOINT EXPANSION JOINT EXPANSION JOINT
TYP. TENANT CEILING (N.I.C.)
PPLY/RE RN AIR AFT
18
TYP. FLOOR HEIGHT 14' - 0"
W18
FACE OF SHEARWALL
10"
MM
17
KITC (1'-0" (OVE
W18
SUPPLY/RETURN AIR SHAFT
16
1"
FACE SHEARWALL FACE OFOF SHEARWALL CONCRETE LINK BEAM, REFER TO STRUCT. DWGS
TENANT
15
3/4"
REFER REFER TOTO STRUCT. STRUCT. DWGS DWGS T.O.S.
1 3/4"
CONT. MTL PLATE EXTENSION SECURED TO BOTTOM OF BEAM & TOP RUNNER JOINT OFJOINT PARTITION EXPANSION EXPANSION
N
ELEVATOR LOBBY @ TYP. FLOOR
CONCRETE CONCRETE LINK LINK BEAM, BEAM, 12 13
11
8 1/2"
STAIR PRESURIZATION RISER SHAFT
1" 1"
ELEVATOR SHAFT TENANT TENANT
10
1' - 0"
SUPPLY/RETURN SUPPLY/RETURN AIR SHAFT AIR SHAFT
1' - 6"
STEEL BEAM
7"
1 3/4" 1 3/4"
1' - 2"
NN
W14
STAIR PRESURIZATION STAIR PRESURIZATION RISER SHAFT RISER SHAFT
STEEL BEAM STEEL BEAM SCHEDULED PARTITION SEE PLANS. TYP. CONT. CONT. MTL MTL PLATE PLATE EXTENSION EXTENSION SECURED SECURED TOTO BOTTOM BOTTOM OFOF BEAM BEAM STAIR & TOP & TOP RUNNER RUNNER OFOF PARTITION PARTITION
1' - 7"
9
CLEAR
STAIR STAIR 4' - 10"
8
1' - 2" 1' - 2"
P
COLUMN
7
3' - 10" 3' - 10"
6
5 1/4"
3' - 10"
SCHEDULED PARTITION SCHEDULED PARTITION SEE PLANS. TYP. 5 SEE PLANS. TYP.
4' - 0"
4
FINISH FLOOR BY OTHERS T.O.S. T.O.S.
1' -1'0"- 0"
2 1/2" 2 1/2"
PP 3
ELEVATOR LOBBY TYP. FLOOR ELEVATOR LOBBY @@ TYP. FLOOR 3/4" 3/4"
ELEVATOR SHAFT ELEVATOR SHAFT
1' -1'7"- 7" 7" 7"
5 1/4" 5 1/4"
BUI
1/2" = 1'-0"
FINISH FINISH FLOOR FLOOR BYBY OTHERS OTHERS
14' - 0"
Q1 1/2" = 1'-0"
Q
BU B
1/2" 1/2" == 1'-0" 1'-0"
2 1/2"
3
V
V MECH PH LEVEL GRATED MEZZANINE
ROOF OF MEZZANINE
U
OPEN AREA FOR MECH. UNITS MECH PH LEVEL
ROOF OF MEZZANINE PUBLIC TERRACE
U
ROOF OF MEZZANINE OPEN AREA FOR MECH. UNITS
U
PUBLIC TERRACE
T
OPEN AREA FOR MECH. UNITS PUBLIC TERRACE
T S
T
1
TOP VIEW PERSPECTIVE SECTIO
1
EL. [+314' - 5"] TOP VIEW PERSPECTIVE SECTIO
ROOF PLAN
S R
1
TOP VIE
ROOF PLAN EL. [+314' - 5"]
S
MECH PH MEZZANINE P EL. [+292' - 1"]
R
MECH PH MEZZANINE P EL. [+292' - 1"]
Q MECH PH PLAN EL. [+271' - 10"]
R Q
MECH PH PLAN EL. [+271' - 10"]
P
Q
TOP BUILDING PERSPECTIVE TOP BUILDING PERSPECTIVE
SCREEN WALL EL. [+326' - 5"]
BUILDING TOP SECTION 3
3/32" = 1'-0"
G
GRATE MEZZANINE BUILDING TOP SECTION 3 FOR AHU
ROOF PLAN EL. [+314' - 5"]
LEVEL 10 PLAN EL. [+157' - 10"] LEVEL 09 PLAN EL. [+143' - 10"] MECHANICAL
3
STAIR A
C
20' - 3"
MECHANICAL
20' - 3"
MECH PH PLAN EL. [+271' - 10"]
10 H
5
11
5
15 ROOF OF MECH PH
BUILDING TOP SECTION 2
SCREEN WALL EL. [+326' - 5"] ROOF PLAN EL. [+314' - 5"]
LEVEL 05 PLAN EL. [+87' - 10"]
OUTDOOR MECHANICAL
LEVEL 04 PLAN EL. [+71' - 4"]
LEVEL 04 PLAN EL. [+71' - 4"]
MECH PH MEZZANINE PLAN EL. [+292' - 1"] GRATED MEZZANINE
ROOF PLAN EL. [+314' - 5"]
LEVEL 06 PLAN EL. [+101' - 10"] LEVEL 05 PLAN EL. [+87' - 10"]
STAIR B
LEVEL 03 PLAN EL. [+54' - 10"]
F
MECHANICAL
EL. [+271' -PLAN 10"] MECH PH MEZZANINE EL. [+292' - 1"]
MECH PH LEVEL
LEVEL 03 PLAN EL. [+54' - 10"]
STAIR A
MECH PH PLAN
LEVEL 02 PLAN (ARCAD EL. [+38' - 4"]
20' - 3"
EMR PE 1,2,3,6,7,8
MECHANICAL
20' - 3"
5
MECH PH PLAN EL. [+271' - 10"]
BUILDING TOP SECTION 2
3/32" = 1'-0"
4
MECHANICAL
SERVICE VESTIBULE
LEVEL 02LEVEL PLAN FLOOR (ARCAD STREET [+38' - 4"] EL. [+21'
MECHANICAL
EMR PE 1,2,3,6,7,8
SERVICE VESTIBULE
MECHANICAL
BUILDING TOP SECTION 1
A11
MECH PH SCREEN PLAN WALL EL. [+271' -EL. 10"][+326' - 5"]
D
41
2 3 BUILDING TOP SECTION 1
4
5
6
7
8
9
10
3/32" = 1'-0" ROOF PLAN
1
C
EL. [+314' - 5"]
STREET LEVEL FLOOR EL. [+20' - 10"] STREET LEVEL FLOOR EL. [+21' - 4"]
ENLARGE
STREET LEVEL FLOOR
3/32" = 1'-0" EL. [+20' - 10"]
12' - 0"
3/32" = 1'-0"
A1111
12 ENLARGE
3/32" = 1'-0"
2
3 22' - 4"
5/14/2014 7:47:20 PM
14
EL. [+314' - 5"]
G
E
5/14/2014 7:47:20 PM
13
SCREEN WALL EL. [+326' - 5"]
B
A
MECHANICAL
BUILDING TOP SECTION 2 ROOF OF MEZZANINE
MECH PH MEZZANINE PLAN EL. [+292' - 1"]
A
12
STAIR A
MECH PH ROOF PLAN PLAN EL. [+271' - 10"]
3/32" = 1'-0"
LEVEL 07 PLAN EL. [+115' - 10"] LEVEL 06 PLAN EL. [+101' - 10"]
STAIR A
SCREEN WALL EL. [+326' - 5"]
C
B
LEVEL 08 PLAN EL. [+129' - 10"] LEVEL 07 PLAN EL. [+115' - 10"]
STAIR B
MECH PH MEZZANINE 3/32" = 1'-0" PLAN EL. [+292' - 1"]
20' - 3"
D
STAIR B
OUTDOOR MECHANICAL
BUILDING TOP SECTION 3
22' - 4"
D
LEVEL 09 PLAN EL. [+143' - 10"] LEVEL 08 PLAN EL. [+129' - 10"]
OUTDOOR MECHANICAL
MECH PH MEZZANINE PLAN JEL. [+292' - 1"]
3/32" = 1'-0"
E
LEVEL 11 PLAN EL. [+171' - 10"] LEVEL 10 PLAN EL. [+157' - 10"]
12' - 0"
E
OUTDOOR MECHANICAL
12' - 0"
F
9
22' - 10"
STAIR A
MECHANICAL MEZZANINE
22' - 4"
F
22' - 10"
MECHANICAL
MECH PH PLAN EL. [+271' - 10"]
G
LEVEL 12 PLAN EL. [+185' - 10"] LEVEL 11 PLAN EL. [+171' - 10"]
2' - 3"
MECH PH MEZZANINE PLAN EL. [+292' - 1"]
SCREEN WALL EL. [+326' - 5"] ROOF PLAN KEL. [+314' - 5"]
18' - 0"
H
3
SCREEN WALL EL. [+326' - 5"]
3/32" = 1'-0"
20' - 3"
H
MECH PH PLAN EL. [+271' - 10"]
WITH COOLING
COOLING TOW
20' - 0"
3
LEVEL 13 PLAN EL. [+199' - 10"] T LEVEL 12HORIZONTAL PLAN EL. [+185'GIRT. - 10"] COORDI
STAIR A
43' - 7"
L
LEVEL 14 PLAN EL. [+213' - 10"] LEVEL 13 PLAN EL. [+199' - 10"]
MECHANICAL
22' - 4"
J
18' - 0"
20' - 3"
EL. [+314' - 5"] MECH PH PLAN EL. [+271' - 10"]
OUTDOOR MECHANICAL
21' - 7 1/2"
ROOF PLAN
K
J
2' -- 3" 0" 18'
MECH PH MEZZANINE PLAN EL. [+292' - 1"]
12' - 0"
M
43' - 7"
GRATE MEZZANINE FOR AHU
20' - 3"
K
MECHANICAL MEZZANINE
COOLING TOWERS OUTDOOR MECHANICAL
COOLING TOWER
SCREEN WALL EL. [+326' - 5"]
MECHANICAL MEZZANINE
21' - 7 1/2"
MECH PH MEZZANINE PLAN EL. [+292' - 1"]
- 3"- 0" 2'20'
22' - 4"
43' - 7"
GRATE MEZZANINE FOR AHU
L
21' - 7 1/2"
TOP BUILDING PERSPECTIVE
COOLING TOWER COOLING TOWER
6
2' - 4"
ROOF PLAN EL. [+314' - 5"]
HORIZONTAL TRUSS WIND GIRT. COORDINATE LOCATION WITH COOLING TOWERS
CLEAR FOR UNITS
N
22' - 4"
L
LEVEL 15 PLAN EL. [+227' - 10"] LEVEL 14 PLAN EL. [+213' - 10"]
COOLING TOWERS
12' - 0"
SCREEN WALL EL. [+326' - 5"] ROOF PLAN EL. [+314' - 5"]
M
HORIZONTAL TRUSS WIND GIRT. COORDINATE LOCATION WITH COOLING TOWERS
12' - 0"
M
LEVEL 16 PLAN EL. [+241' - 10"] LEVEL 15 PLAN EL. [+227' - 10"]
22' - 10"
6
CLEAR FOR UNITS
P
LEVEL 17 PLAN EL. [+255' - 10"] LEVEL 16 PLAN EL. [+241' - 10"]
2' - 4"
N
6
20'2'- -0"4"
N
CLEAR FOR UNITS CLEAR FOR UNITS CLEAR FOR UNITS CLEAR FOR UNITS
P
LEVEL 17 PLAN EL. [+255' - 10"]
4
5
6
7
8
9
10
11
12
LO T2 6R
415 Madison Manhattan, New York City, US
TRUE NORTH
(11 3' W IDE ST RE ET )
AN
NO RT H
LO T3 3R
ET )
PR OJE CT
10'
-9
1/2 "
E4 8th Str ST ee RE t
(28 'N AR RO W
OCTOBER 07 , 2103
AVENUE ©2013 FXFOWLE ARCHITECTS, LLP | ALL RIGHTS RESERVED
Diagonal Corner
12
48th Street (looking East)
Madison Avenue (looking North))
SITE PHOTOS
OCTOBER 07 , 2103
EXISTING EXISTING EXISTING BASE SCHEME EXISTING BASE SCHEMEBASE SCHEME BASE SCHEME MERGE & 152 LOT 21MERGE & 152 LOT MERGE MERGE LOT 21 & 152 LOT 21MERGE MERGE LOT21 21&&152 152 LOT 21M LOT 152 ALONE LOT 152 LOT ALONE LOT 152 ALONE 152 LOT ALONE 152LOT ALONE 152 ALONE LOT 152 ALONE LOT 152 ALONE EXISTING BUILDING EXISTING BUILDING NEW BUILDING NEW BUILD EXISTING BUILDING EXISTING BUILDING 13 LOT 2 ON LOT 21 ON ON LOT 21 ON LOT 21 ONLOT LOT21 21 ON
415 MADISON AVENUE 13037.L00
©2013 FXFOWLE ARCHITECTS, LLP | ALL RIGHTS RESERVED
473.75’
473.75’
473.75’
473.75’ 431’
MECHANICAL 26
MECHANICAL 26
MECHANICAL 26
MECHANICAL 26
MECHANICAL 25
MECHANICAL 25
MECHANICAL 25
MECHANICAL 25
24
24
24
24
23
23
23
23
22
22
22
22
21
21
21
21
20
20
20
20
19
19
19
19
18
18
18
17
17
16
16
15
15
15
15
14
14
14
14
13
13
13
13
12
12
12
12
11
11
11
11
10
10
10
10
9
9
9
9
8
8
8
8
7
7
7
7
6
6
6
6
5
5
5
5
4
4
4
4
3
3
3
17
30’ 16
17 16
3
2
2
2
2
1
1
1
CELLAR
CELLAR
431’
431’ 431’
30’
18
30’
1
CELLAR
431’
CELLAR
30’
30’
30’
30’
30’
30’
30’
30’ 30’
30’
5
6
7
8
9
10
11
12
11
V 12
1
13
2
14
3
15
4
16
5
17
6
18
7
19
8
20
9
10
11
12
13
14
15
MATERIAL KEYING LEGEND:
5
6
6
7
7
8
8
9
9
10
10
11
12
13 1
13
14 2
14
15 3
15
16 4
16
17 5
17
18 6
18
19 7
19
20 8
20
9
10
11
TRUE
MATERIAL KEYING MATERIAL LEGEND: KEYING LEGEND:
PROJECT NORTH
5
V
RTH NO
V
14
15
V
U TRUE RTH NO
RTH NO
A (B) FLOOR PLAN
U T
13
PROJECT NORTH
TRUE
FLOOR DESIGNATION
V
PROJECT NORTH
U
12
U
U
T
CONSTRUCTION FLOOR FLOOR DESIGNATION FLOOR DESIGNATION TENANT FLOOR BASE ON EXISTING BUILDING
A-302
A-302
A (B) FLOOR A PLAN (B) FLOOR PLAN A11
T
N
D
40 DN
21
35
35
40
40
L
20
36 MTA ENTRANCE
49 DN
39
MTA ENTRANCE
STAIR B
50
-1' - 1 3/4" 5
5
8
8 RETAIL
17 RETAIL
17
20
20
L
36
36
39
DN
39
STAIR B
19
37
51
38
K
SIDEWALK
18
19
19
37
37
38
51
38
J SIDEWALK
SIDEWALK
35
A1
A-303 9
4
16
B
21
35
C
40
49
B
5
8
17
RETAIL
5
M
DN
L
20
51
A
8
17
RETAIL
36
DN
39
MTA ENTRANCE
L
20
B
A
STAIR B
L
36
19
37
15' - 4"
51
K
J 18
19
37
B
STAIR B
38
K
49
J
G
STREET CURB
EAST 48TH STREET
A11
STREET CURB A11
EAST 48TH EASTSTREET 48TH STREET
F
F 1
12
13
2
14
3
15
4
16
5
17
6
18
7
19
8
20
9
10
F 12
11
1 100% SCHEMATIC DESIGN ISSUE MATERIAL KEYING LEGEND:
6
6
7
7
8
8
9
9
10
10
11
V 12
11
12
13 1
13
14 2
14
15 3
15
16 4
16
17 5
17
18 6
18
19 7
19
20 8
REVISIONS | SUBMISSIONS
20
DATE
9
10
V
11
E TRUE
REVISIONSNO. | SUBMISSIONS REVISIONS | SUBMISSIONS
SEVERUD ASSOCIATES CONSULTING ENGINEERS, P.C.
V
469 Seventh Avenue,New York,New York 10018 212-986-3700
MECHANICAL
6" PERIMETER HEATING RETURN
35
N
8
31' - 1"
RETAIL
17
M
DN
L
20
15.2
15.1
36
DN
39
MTA ENTRANCE
5
8
17
RETAIL
15.4
15.3
STAIR B
L
20
36
39
18
19
37
51
38
K J
20' - 0"
20' - 0"
13' - 9"
TYP.
VARIES SIDEWALK
18
20' - 0"
49
B
37
38
25' - 5 3/4"
Cad File:
Reviewed: Drawing No.:
S
C4
Date:
5
12 A
6
45
R
Drawing No.:
11
A-101 A-101
Date:
51
13
14
19' - 1" 46
07/31/13
Scale:
Scale:
C3 1/8" = 1'-0" 1/8" = 1'-0" ELEVATOR DN REMAIN FLOOR SLAB TO FLOOR SLAB STAIR ATO REMAIN LOBBY c
C4
R
HOLDING/ STAGING
44
13
ELEVATOR LOBBY +0' - 0"
2-FOR ABBREVIATIONS, SYMBOLS, PARTITION TYPES & DETAILS SEE A-002
10
3
Q
GENERAL NOTES GENERAL NOTES
EMERGENCY DISTRIBUTION ROOM
Q
BUILDING LOBBY 3-ALL ELEVATIONS GIVEN THUS { } ARE ACTUAL AND REFER TO THE DATUM USED BY THE C1 C2 BOROUGH OF MANHATTAN TOPOGRAPHICAL BUREAU 15 22 4-ALL ELEVATIONS GIVEN THUS [ ] ARE GIVEN IN RELATION TO THE BUILDING CONSTRUCTION OFFICE DATUM EL [±0'-0"] = {+60.39'} WHICH IS ACTUAL AND REFERS TO THE DATUM USED BY THE 1-FOR LIST OF OF MANHATTAN DRAWINGS 1-FOR LIST SEE OF A-000 DRAWINGS SEE A-000 BOROUGH TOPOGRAPHICAL BUREAU
ELECTRICAL CLOSET
P
3-ALL INTERIOR ELEVATIONS 3-ALL GIVENELEVATIONS THUS { }GIVEN ARE GIVEN ACTUAL THUS AND { }REFER ARE ACTUAL TO G.W.B THEAND DATUM REFER USED TOC.M.U. BY THE THE DATUM USED BY THE 6-ALL DIMENSIONS ARE TO FINISHED FACE OF PARTITION, OR C1 C2 BOROUGHSTRUCTURE OF MANHATTAN BOROUGH TOPOGRAPHICAL OF MANHATTANBUREAU TOPOGRAPHICAL BUREAU EXPOSED 15 22 10 4-ALL ELEVATIONS GIVEN THUSPLAN [ ] ARE GIVEN GIVEN THUS IN RELATION [ ] ARE GIVEN TO THE IN BUILDING RELATIONCONSTRUCTION TO THE BUILDING CONSTRUCTION 7-SEE A-200 SERIES4-ALL FOR ELEVATIONS CORE OFFICE DATUM EL [±0'-0"] =DATUM {+60.39'}EL WHICH [±0'-0"]IS= ACTUAL {+60.39'} AND WHICH REFERS IS ACTUAL TO THE AND DATUM REFERS USED TO BY THE THE DATUM USED BY THE DN BOROUGH MANHATTAN BOROUGH TOPOGRAPHICAL OF MANHATTAN BUREAU TOPOGRAPHICAL BUREAU 8-SEE A-300OF SERIES FOR BUILDING ELEVATIONS
P
HOLDING/ UP STAGINGSTAIR B
41
2-FORELEVATIONS ABBREVIATIONS, 2-FOR SYMBOLS, ABBREVIATIONS, PARTITION SYMBOLS, TYPES & PARTITION DETAILS SEE TYPES A-002 & DETAILS 5-ALL GIVEN THUS ( ) ARE GIVEN IN RELATION TO THE TOP OF SLAB SEE A-002 SIDEWALK
ELECTRICAL CLOSET
P
SIDEWALK
D UP STAIR B
EMERGENCY DISTRIBUTION ROOM 41 48
9
4
A1
16 CORE 7-SEE A-200 SERIES7-SEE FOR A-200 SERIES PLAN FOR CORE PLAN 21
35
E
D
A-303 9
16
48
UP
N
21
35
40
49
UP
MTA ENTRANCE
5
8
RETAIL
17
5
8
DN
L
20
17
RETAIL
36
L
20
B
M MTA ENTRANCE
DN
39
STAIR B
19
L
36
37
K
18
A
39
STAIR B
51
38
K
19
37
B
OIL FILL TANK DN
J SIDEWALK
A1
38
A
51
J
H
METAL GRATING FOR VAULTS
B
OIL F
50
PL J
C
49
50
K
18
C
M
DN 4
40 DN
N
9-SEE STRUCTURAL 9-SEE DRAWINGS STRUCTURAL FOR INFORMATION DRAWINGS FOR INFORMATION OPEN TO BELOW A1
A-302 -
15
6-ALL INTERIOR DIMENSIONS 6-ALL INTERIOR ARE GIVEN DIMENSIONS TO FINISHED ARE GIVEN FACETO OFFINISHED G.W.B PARTITION, FACE OF C.M.U. G.W.B OR PARTITION, C.M.U. OR EXPOSED STRUCTURE EXPOSED STRUCTURE
A-303
8-SEE A-300 SERIES8-SEE FOR BUILDING A-300 SERIES ELEVATIONS FOR BUILDING ELEVATIONS
A
46
5-ALL ELEVATIONS 5-ALL GIVEN ELEVATIONS THUS (FOR ) ARE GIVEN GIVEN THUS IN ( ) ARE GIVEN TO THE IN TOP RELATION OF SLAB TO THE TOP OFN SLAB 9-SEE STRUCTURAL DRAWINGS INFORMATION OPEN TORELATION BELOW A1
F E
14
ADJACENT NEIGHBOR ADJACENT NEIGHBOR
1-FOR LIST OF DRAWINGS SEE A-000 2
F
15
52
45
R
+0' - 0"
c
SIDEWALK
H
VARIES FROM 15TH FLOOR UP
7
52
17' - 4" 44 INDEPENDENT WALL (LINE PROJECTION)
A
2009 FXFOWLE10 ARCHITECTS, 2009 FXFOWLE LLP | ARCHITECTS, ALL RIGHTS11 RESERVED LLP | ALL RIGHTS RESERVED 12 20 8 20 9FLOOR SLAB NEW NEW FLOOR SLAB BUILDING LOBBY Q GENERAL NOTES
25' - 5 3/4"
MADISON AVENUE
13037.L00
4
Checked: Cad File:
EF
Reviewed:
-1' - 1 3/4"
A
98' - 0 1/2"
Author 13037.L00
3
Scale: Checked:
LEGEND 10
21' - 8" 17' - 4" 17' - 4" c 2009 FXFOWLE ARCHITECTS, LLP | ALL RIGHTS RESERVED PARTY SLAB WALL (LINE PROJECTION) NEW FLOOR MTA AREA NEIGHBOR MTA AREA 07/31/13 ADJACENT 13
12
19
A-101
07/31/13 Author
C3 1/8" = 1'-0" EF FLOOR SLABATO REMAIN STAIR
7 19' - 1"
OIL FILL TANK
A
J SIDEWALK A11
DN
20
6
B
17' - 4" INDEPENDENT WALL (LINE PROJECTION)
A S
Project No.:
-1' - 1 3/4"
50
20' - 11 1/2"
19
A-303
A1
MTA AREA 13
2
LEGEND 9
20' - 11"
5
B
21' - 8" 116' - 3"
Drawn: Project No.:
OIL FILL TANK
STAIR B
-1' - 1 3/4"
19 7
S
Cad File:
Drawing No.:
Date: Drawn:
C
DN
K
2 18
C T
M
50
-1' - 1 3/4"
18 6
4
Checked:
Reviewed:
Seal:
UP
17
A-302 -
A1
UP
TYP
5
A-301
21' - 8"
CONDUIT RISER 48X21 (REQ.48x21) 40 49
PARTY WALL( LINE PROJECTION)
35 MTA ENTRANCE
8
20' - 11"
21
15.5
A1
12
INDEPENDENT UP WALL (LINE PROJECTION)
19 1
17 5
A-301
INDEPENDENT WALL (LINE PROJECTION)
16
C
21' - 8"
9
4
48
PARTY WALL( LINE PROJECTION)
A-303 A-303
UP STAIR UP B
7
TENANT FLOOR BASE TENANT ON EXISTING FLOOR BASE BUILDING ON EXISTING BUILDING Drawn: Project No.: Author A-302 13037.L00
3 DRAWING TITLE:
D U
C
GROUND GROUND (1) FLOOR PLAN FLOOR EF(1) A11PLAN
3
M
DN
18
D
6" HWS&R
40 DN
OPEN TO BELOW
6
99' - 11 1/2"
8" CWS&R
41
MADISON AVENUE
15' - 4"
E
21' - 8"
21
15.6
16
OAI 57X17 (REQ.48x20)
20' - 11"
PLUMBING CHASE 16
9
4
A1
TYP
16 4
TX (REQ.82x20 AT 36TH FL.)
SIDEWALK
15' - 0"
15
PLUMBING CHASE
D UP STAIR B
EMERGENCY DISTRIBUTION ROOM
15 3
SP UP 82X54 (REQ.82x54)
48
N
OPEN TO BELOW
46
17
99' - 11 1/2"
DN SX 72X24 (REQ.86x20)
ELECTRICAL CLOSET
P
OFFICE
HOLDING/ UP STAGINGSTAIR B
41
C2 ELECTRICAL CLOSET
22
E UP 82X54 (REQ.82x54) SP
14
INDEPENDENT WALL (LINE PROJECTION)
VARIES
C2
C1
15
10 3
44 14 2
REAR YARD
EMERGENCY DISTRIBUTION JANROOM CL.
UP C1
24' - 3 1/2"
STAIR A
5
77' - 10"
31' - 8 1/2"
P
16
17' - 4"
22
4
77' - 10"
25' - 5 3/4"
15
10
15.8
12' - 6"
SERVICE
Q
15
52
45
STAGING
ELECTRICAL CLOSET TEL/ LIFE SAFETY
OIL SHAFT 16X10 (REQ.16x10)
3
1
1
STORM WATER 16X19 (REQ. 16 DIA.)
19' - 1" 46
F GROUND (1) FLOOR PLANF
13 HOLDING/ 1 13
VFD
75' - 10 1/2"
99' - 11 1/2"
12
+0' - 0" C2
14
1/8" = 1'-0"
R
ELEVATOR LOBBY HIGH RISE C1
2
A1
C4
12 Q
BUILDING LOBBY
SIDEWALK
A1
11
13
DRAWING TITLE:
LEGEND
17' - 4" 17' - 4" PARTY WALL (LINE PROJECTION) Seal:
INDEPENDENT WALL (LINE PROJECTION)
+0' - 0"
11
52
45
17' - 4" 44 INDEPENDENT WALL (LINE PROJECTION)
1 A
15' - 4"
12
ELEVATOR LOBBY
10
F GROUND 6(1) FLOOR PLAN 7 7
1/8" = 1'-0"
R
C4 C3
STAIR A
10
A1S5
C4
21' - 8"
2 20' - 11"
16' - 7 3/4"
17' - 4"
9
4
11
1 INDEPENDENT WALL (LINE PROJECTION)
19' - 1"
INDEPENDENT WALL (LINE PROJECTION) 20' - 5"
DN
9
A
10/3/2013 7:21:14 PM
13C3
UP
8
BUILDING LOBBY
VARIES FROM 15TH FLOOR UP
7
17' - 4" INDEPENDENT WALL (LINE PROJECTION)
21' - 8"
25' - 5 3/4"
20' - 0"
3
10
12
8
3
VARIES FROM 15TH FLOOR UP
MADISON AVENUE
7
C3
STAIR A
17' - 4" 17' - 4" PARTY WALL (LINE PROJECTION)
9
OFFICE
A1
A1
72
2
A-303
A-301
6
Seal:
6
B
10/3/2013 7:21:14 PM
DN
15.9
6
13
2
20' - 11"
CONSTRUCTION FLOOR CONSTRUCTION116' FLOOR - 3"
5
1' - 0"
MADISON AVENUE
8
1
5
99' - 11 1/2"
A1
12
1 INDEPENDENT UP WALL (LINE PROJECTION)
RTH NO
A-301
1
7
TRUE
5
6
PROJECT NORTH
1
5
15
V
B T
A-302
A (B) FLOOR A PLAN (B) FLOOR PLAN GROUND (1) FLOOR A11PLAN 415 MADISON 415 MADISON AVENUE AVENUE
S
A11
82' - 8 17/32"
14
T
TENANT FLOOR BASE ON EXISTING BUILDING DRAWING TITLE:
T
116' - 3"
21' - 8" 116' - 3"
RTH NO
5 Regent Street,Livingston, 5 Regent NJ 07039 Street,Livingston, 973.994.9920NJ 07039 973.994.9920
CONSTRUCTION FLOOR FLOOR DESIGNATION FLOOR DESIGNATION
B A-302
TRUE
A (B) FLOOR PLAN
80 Pine Street, New York,NY 80 Pine 10005 Street, 212-530-9300 New York,NY 10005 212-530-9300
VAN &VAN ASSOCIATES DEUSEN & ASSOCIATES 415DEUSEN MADISON AVENUE
C
4
D
C U
JAROS BAUM &JAROS BOLLES BAUM CONSULTING & BOLLES ENGINEERS CONSULTING ENGINEERS
T
3
U
SEVERUD ASSOCIATES SEVERUDCONSULTING ASSOCIATES ENGINEERS, CONSULTINGP.C. ENGINEERS, P.C. 469 Seventh Avenue,New469 York,New SeventhYork Avenue,New 10018 212-986-3700 York,New York 10018 212-986-3700
U
A-302
17' - 4" 17' - 4" PARTY WALL (LINE PROJECTION)
13
E
VAN DEUSEN &| 22ASSOCIATES FXFOWLE ARCHITECTS, LLP FXFOWLE WEST ARCHITECTS, 19TH STREET LLP | NEW | 22YORK, WESTNY 19TH 10011 STREET | T 212.627.1700 | NEW YORK, | F NY 212.463.8716 10011 | T 212.627.1700 | WWW.FXFOWLE.COM | F 212.463.8716 | WWW.FXFOWLE.COM
C
2
PROJECT NORTH
JAROS BAUM & BOLLES CONSULTING ENGINEERS 5 Regent Street,Livingston, NJ 07039 973.994.9920
20' - 11"
15
10/01/2013
D DATE V
DATE
80 Pine Street, New York,NY 10005 212-530-9300
FLOOR DESIGNATION
D
1
10/01/2013
RTH NO
NO.
U
INDEPENDENT WALL (LINE PROJECTION)
14
12
E
FXFOWLE ARCHITECTS, LLP | 22 WEST 19TH STREET | NEW YORK, NY 10011 | T 212.627.1700 | F 212.463.8716 | WWW.FXFOWLE.COM
1 100% SCHEMATIC 1 DESIGN 100% SCHEMATIC ISSUELEGEND: DESIGN ISSUE MATERIAL KEYING MATERIAL LEGEND: KEYING
D
A11
13
INDEPENDENT WALL (LINE PROJECTION)
5
NO.
10/01/2013
PROJECT NORTH
5
F
E
E
INDEPENDENT WALL (LINE PROJECTION)
11
15' - 4"
10
17' - 4"
9
EAST 48TH STREET
GROUND FLOOR- OPTION SELECTED
INDEPENDENT WALL (LINE PROJECTION)
8
G
A-301
21' - 8"
7
G
A11
F NOT FOR NOTCONSTRUCTION FOR CONSTRUCTION
21' - 8"
6
STR
116' - 8"
GROUND FLOOR - SD 5
MET
PARTY WALL( LINE PROJECTION)
A11 A-301
EAST 48TH STREET
A-303
G
A11
G A11
A-301
116' - 8"
A-301
H
NOT FOR CONSTRUCTION
A-303 116' - 8"
H
116' - 8"
20' - 11"
A-303
METAL GRATING FOR VAULTS METAL GRATING FOR VAULTS
INDEPENDENT WALL (LINE PROJECTION)
A-301
STREET CURB A11 A-303
A11
A
METAL GRATING FOR V
STREET CURB
A11
15' - 4"
J
H
METAL GRATING FOR VAULTS
A11
H
17' - 4"
A
51
38
B OIL
50
A
A-303 116' - 8"
77' - 10"
OIL FILL TANK
-1' - 1 3/4"
SIDEWALK
A1
C
DN
39
K
18
C
50
OIL FILL TANK
SIDEWALK
H
UP
MTA ENTRANCE
-1' - 1 3/4"
50 OIL FILL TANK
17' - 4" 48
UP
N
M
DN
A-302 -
40 DN
N
9-SEE STRUCTURAL 9-SEE DRAWINGS STRUCTURAL FOR INFORMATION DRAWINGS FOR INFORMATION OPEN TO BELOW
OIL FILL TANK
STAIR B
J 18
49
50 -1' - 1 3/4"
-1' - 1 3/4"
16 CORE 7-SEE A-200 SERIES7-SEE FOR A-200 SERIES PLAN FOR CORE PLAN 21
A1
M
DN
K
18
A1
15' - 4"
17
RETAIL
9
4
A-302 -
D
6-ALL INTERIOR DIMENSIONS 6-ALL INTERIOR ARE GIVEN DIMENSIONS TO FINISHED ARE GIVEN FACETO OFFINISHED G.W.B PARTITION, FACE OF C.M.U. G.W.B OR PARTITION, C.M.U. OR EXPOSED STRUCTURE EXPOSED STRUCTURE
8-SEE A-300 SERIES8-SEE FOR BUILDING A-300 SERIES ELEVATIONS FOR BUILDING ELEVATIONS
A1
48
N
A-302 -
C
41
17' - 4"
8
UP
M
DN
P
D UP STAIR B
EMERGENCY DISTRIBUTION ROOM
ELECTRICAL CLOSET
E
21' - 8"
5
49
UP
MTA ENTRANCE DN
41
21' - 8"
21
P
HOLDING/ UP STAGINGSTAIR B
EMERGENCY DISTRIBUTION ROOM
Q
ELECTRICAL CLOSET
P
5-ALL 5-ALL GIVEN ELEVATIONS THUS (FOR ) ARE GIVEN GIVEN THUS IN ( ) ARE GIVEN TO THE IN TOP RELATION OF SLAB TO THE TOP OF SLAB 9-SEE ELEVATIONS STRUCTURAL DRAWINGS INFORMATION OPEN TORELATION BELOW SIDEWALK
A1
21' - 8"
16
PARTY WALL( LINE PROJECTION)
16
INDEPENDENT WALL (LINE PROJECTION)
9
A1
Q
3-ALL INTERIOR ELEVATIONS 3-ALL GIVENELEVATIONS THUS { }GIVEN ARE GIVEN ACTUAL THUS AND { }REFER ARE ACTUAL TO G.W.B THEAND DATUM REFER USED TOC.M.U. BY THE THE DATUM USED BY THE 6-ALL DIMENSIONS ARE TO FINISHED FACE OF PARTITION, OR C1 C2 BOROUGHSTRUCTURE OF MANHATTAN BOROUGH TOPOGRAPHICAL OF MANHATTANBUREAU TOPOGRAPHICAL BUREAU EXPOSED 15 22 10 4-ALL ELEVATIONS GIVEN THUSPLAN [ ] ARE GIVEN GIVEN THUS IN RELATION [ ] ARE GIVEN TO THE IN BUILDING RELATIONCONSTRUCTION TO THE BUILDING CONSTRUCTION 7-SEE A-200 SERIES4-ALL FOR ELEVATIONS CORE OFFICE DATUM EL [±0'-0"] =DATUM {+60.39'}EL WHICH [±0'-0"]IS= ACTUAL {+60.39'} AND WHICH REFERS IS ACTUAL TO THE AND DATUM REFERS USED TO BY THE THE DATUM USED BY THE DN BOROUGH MANHATTAN BOROUGH TOPOGRAPHICAL OF MANHATTAN BUREAU TOPOGRAPHICAL BUREAU 8-SEE A-300OF SERIES FOR BUILDING ELEVATIONS
A-303
A-301
21' - 8"
9
4
C
21' - 8"
4
48
A1
+0' - 0"
GENERAL NOTES GENERAL NOTES
2-FORELEVATIONS ABBREVIATIONS, 2-FOR SYMBOLS, ABBREVIATIONS, PARTITION SYMBOLS, TYPES & PARTITION DETAILS SEE TYPES A-002 & DETAILS 5-ALL GIVEN THUS ( ) ARE GIVEN IN RELATION TO THE TOP OF SLAB SEE A-002
3
A-301
M
DN
A-303
48
UP
N
21' - 8"
35 DN
21' - 8"
21
OPEN TO BELOW OPEN TO BELOW
20' - 11"
16
20' - 11"
9
A1
PARTY WALL( LINE PROJECTION) PARTY WALL( LINE PROJECTION) INDEPENDENT WALLINDEPENDENT (LINE WALL (LINE PROJECTION) PROJECTION)
99' - 11 1/2"
A1 A-301 A1 A-303
3
SIDEWALK
D
SIDEWALK
10
BUILDING LOBBY 3-ALL ELEVATIONS GIVEN THUS { } ARE ACTUAL AND REFER TO THE DATUM USED BY THE C1 C2 BOROUGH OF MANHATTAN TOPOGRAPHICAL BUREAU 15 22 4-ALL ELEVATIONS GIVEN THUS [ ] ARE GIVEN IN RELATION TO THE BUILDING CONSTRUCTION OFFICE DATUM EL [±0'-0"] = {+60.39'} WHICH IS ACTUAL AND REFERS TO THE DATUM USED BY THE 1-FOR LIST OF OF MANHATTAN DRAWINGS 1-FOR LIST SEE OF A-000 DRAWINGS SEE A-000 BOROUGH TOPOGRAPHICAL BUREAU
21' - 8"
48
D
UP STAIR B
A-303 4
99' - 11 1/2"
41
ELEVATOR LOBBY
2-FOR ABBREVIATIONS, SYMBOLS, PARTITION TYPES & DETAILS SEE A-002
21' - 8"
DN
UP EMERGENCY STAIR B DISTRIBUTION ROOM
77' - 10"
99' - 11 1/2"
A1
P
OFFICE
3 OPEN TO BELOW
SIDEWALK
A1
DISTRIBUTION ROOM ELECTRICAL CLOSET 41
C2 ELECTRICAL CLOSET
ADJACENT NEIGHBOR ADJACENT NEIGHBOR
1-FOR LIST OF DRAWINGS SEE A-000 2
E 46
20' - 11"
C2
22
GENERAL NOTES
44
HOLDING/ STAGING
F
52
45
R
Q
20' - 11"
22
C4
R
+0' - 0"
77' - 10"
C1
15
19' - 1" 46
PARTY WALL( LINE PROJECTION)
C1
15
10
ELEVATOR LOBBY
NEW FLOOR SLAB NEW FLOOR SLAB
F
7
52
PARTY WALL( LINE PROJECTION)
EMERGENCY
SIDEWALK
E
6
45
17' - 4" 44 INDEPENDENT WALL (LINE PROJECTION)
INDEPENDENT WALL (LINE PROJECTION)
3
41
E
5
R
C3 DN REMAIN FLOOR SLAB TO FLOOR SLABATO REMAIN STAIR
UP
BUILDING LOBBY
S
C4
21' - 8"
MTA AREA NEIGHBOR MTA AREA ADJACENT 13
12
1
2
S
4
LEGEND
17' - 4" 17' - 4" PARTY SLAB WALL (LINE PROJECTION) NEW FLOOR
INDEPENDENT WALL (LINE PROJECTION)
P
F
3
C3 FLOOR SLABATO REMAIN STAIR
DN
21' - 8"
22
ELECTRICAL CLOSET
F E
46
MTA AREA 13
2
LEGEND
20' - 11"
19' - 1"
21' - 8"
15
HOLDING/ UP STAGINGSTAIR B
HOLDING/ EMERGENCY STAGING DISTRIBUTION ROOM
Q
C2
52
46
PROJECTION)
7
17' - 4" INDEPENDENT WALL (LINE PROJECTION)
PARTY WALL( LINE PROJECTION)
C1
52
44
12
INDEPENDENT UP WALL (LINE
6
21' - 8" 116' - 3"
17' - 4" 17' - 4" PARTY WALL (LINE PROJECTION)
1
1
T 5
A11
20' - 11"
+0' - 0"
45
44 HOLDING/ STAGING
20' - 11"
S
A-302
4
LEGEND
25' - 5 3/4"
ELEVATOR LOBBY
+0' - 0"
OFFICE
A-301
45
R
ELEVATOR LOBBY
OFFICE
3
A1
C4
F
7
19' - 1" 46
MADISON AVENUE
C4
ELEVATOR LOBBY
7
52
99' - 11 1/2"
C3
STAIR A
BUILDING LOBBY BUILDING LOBBY 10
6
45
13 C3
STAIR ADN
Q
10
A-301
6
17' - 4" 17' - 4" 19' - 1" 44 INDEPENDENT WALL INDEPENDENT (LINE PROJECTION) WALL (LINE PROJECTION)
MADISON AVENUE
DN
5
R
21' - 8"
99' - 11 1/2"
13
12 UP
S
5
C4
21' - 8"
15' - 4"
4
17' - 4"
2
4
BUILDING LOBBY
25' - 5 3/4"
2
3
C3
+0' - 0"
25' - 5 3/4"
2
13 STAIR A
77' - 10"
12
1 UP
MADISON AVENUE
3 DN
3
20' - 11"
2
17' - 4" 17' - 4" 17' - 4" 17' - 4" PARTY WALL (LINE PARTY PROJECTION) WALL (LINE PROJECTION)
19' - 1"
15' - 4"
2
20' - 11"
17' - 4" INDEPENDENT WALL (LINE PROJECTION)
15' - 4"
1
25' - 5 3/4"
MADISON MADISON AVENUEAVENUE
12
1 PROJECTION) 20' - 11"
21' - 8" 116' - 3"
116' - 3"
2
INDEPENDENT WALL (LINE PROJECTION)
A11
17' - 4" 17' - 4" PARTY WALL (LINE PROJECTION)
INDEPENDENT UP WALL (LINE
1
17' - 4"
1 INDEPENDENT WALL (LINE PROJECTION)
7
17' - 4"
20' - 11"
T
TENANT FLOOR BASE TENANT ON EXISTING FLOOR BASE BUILDING ON EXISTING BUILDING
6
25' - 5 3/4"
A11
CONSTRUCTION FLOOR CONSTRUCTION116' FLOOR - 3"
5
77' - 10"
1
4
INDEPENDENT WALL (LINE PROJECTION)
INDEPENDENT WALL (LINE PROJECTION)
3
INDEPENDENT WALLINDEPENDENT (LINE PROJECTION) WALL (LINE PROJECTION)
2
21' - 8"
1
S
A-302
INDEPENDENT WALL (LINE PROJECTION)
116' - 3"
INDEPENDENT WALL (LINE PROJECTION)
A11
A-302
A
METAL GRATING FOR VA
STREET CURB
STREET CURB
A11
A11
A-303
A-303
H
116' - 8"
G
A11
A11
METAL GRATING FOR VAULTS
EAST 48TH STREET
A-303
A-301
116' - 8"
STREET CURB A11
G
EAST 48TH STREET
A11
NOT FOR CONSTRUCTION
META
116' - 8"
G
A11 A-301
H
A-303
A-301
116' - 8"
H
F
EAST 48TH STREET
G
A11
G
F NOT FOR NOTCONSTRUCTION FOR CONSTRUCTION A-301
22ND FLOOR - SD
22ND FLOOR - OPTION SELECTED F
F
F
E
E 1
100% SCHEMATIC DESIGN ISSUE
10/01/2013
NO.
REVISIONS | SUBMISSIONS
DATE
E
E FXFOWLE ARCHITECTS, LLP | 22 WEST 19TH STREET | NEW YORK, NY 10011 | T 212.627.1700 | F 212.463.8716 | WWW.FXFOWLE.COM
D
1
100% SCHEMATIC 1 DESIGN 100% SCHEMATIC ISSUE DESIGN ISSUE
10/01/2013
NO.
REVISIONSNO. | SUBMISSIONS REVISIONS | SUBMISSIONS
DATE
SEVERUD ASSOCIATES CONSULTING ENGINEERS, P.C.
E
10/01/2013
D DATE
469 Seventh Avenue,New York,New York 10018 212-986-3700
JAROS BAUM & BOLLES CONSULTING ENGINEERS 80 Pine Street, New York,NY 10005 212-530-9300
VAN DEUSEN &| 22ASSOCIATES FXFOWLE ARCHITECTS, LLP FXFOWLE WEST ARCHITECTS, 19TH STREET LLP | NEW | 22YORK, WESTNY 19TH 10011 STREET | T 212.627.1700 | NEW YORK, | F NY 212.463.8716 10011 | T 212.627.1700 | WWW.FXFOWLE.COM | F 212.463.8716 | WWW.FXFOWLE.COM 5 Regent Street,Livingston, NJ 07039 973.994.9920
D
SEVERUD ASSOCIATES SEVERUDCONSULTING ASSOCIATES ENGINEERS, CONSULTINGP.C. ENGINEERS, P.C.
D
D
EAST 48TH STREET
STRE
School of Nursing, Columbia University Manhattan, New York City, US
STUDIES
STUDIES STUDIES
EVOLU
EVOLUTION | 25 EVOLUTION | 25
STUDIES
26 | EVOLUTION
1211 Avenue of Americas Manhattan, New York City, US
3’ - 0”
4’ - 7”
11’ - 5” @ 44TH FL
FEBRUARY 05, 2013
9’ - 2”
8’ - 6”
9’ - 0” TYP.
2’ - 10”
PROPOSED DESIGN
4’ - 4”
1’ - 4”
7’ - 8”
CAPITAL PARTNERS
3’ - 6”
4’ - 4”
Proposed intervention on top floors
PARTIAL ELEVATION
PARTIAL SECTION
PARTIAL ELEVATION
PARTIAL SECTION
PARTIAL CEILING PLAN 9’ - 4”
9’ - 4”
7’ - 0” 2’ - 4”
3’ - 2”
2’ - 4”
3’ - 0”
2’ - 4”
7’ - 0”
2’ - 4”
2’ - 4”
PARTIAL PLAN
EXISTING
PARTIAL PLAN
PROPOSED CONCEPTUAL DESIGN: GOALS
BEACON CAPITAL PARTNERS
EXISTING
PROPOSED
FEBRUARY 05, 2013
FXFOWLE
12
FXFOWLE
B
48’ - 0”
A
PARTIAL ELEVATION
SECTION A
SECTION B
PARTIAL CEILING PLAN
PARTIAL PLAN
PROPOS
BEACON SOUTHCAPITAL VIEW PARTNERS GYPSUM BOARD GYPSUM BOARD
DESIGN: NORTH AND SOUTH VIEWS
FEBRUARY 05, 2013
FXFOWLE
21
BEACON CAPITAL PARTNERS
METAL STUD
METAL STUD
EXISTING STRUCTURAL ANGLE STEEL ANG EXISTINGSTEEL STRUCTURAL
PROPOSED CASSETTE SYSTEM WITH IGU PROPOSED CASSETTE SYSTEM WIT MODIFIED EXISTING CONTINUOUS MODIFIED EXISTING CONTINUOUS STRUCTURAL FRAME STRUCTURAL FRAME SEMIRIGID INSULATION SEMIRIGID INSULATION
3 5/8” EXISTING3 LIMESTONE 5/8” EXISTING LIMESTONE
CONTINUOUS WET SEAL CONTINUOUS WET SEAL
Existing condition
Proposed condition
KAFD Parcel 209 - Roof Perforates Screen Details King Abdullah Financial District, Riyadh, Saudi Arabia
Carmichael Residential Tower Mumbai, India
PAGE 42 OF
Apartment Type A
Apartment Type B
Apartment Type C
vii. EXTERIOR RENDERI NORTH WEST
MOBE - museum of the built environment, Riyadh, Saudi Arabia
Aerial view
Ground floor
Museum levels - 2nd Floor
Basement 1 - Wadi level
Museum levels - 3rd Floor
Museum levels - 4th Floor
ATRIUM/ CIRCULATION MONORAIL STATION TECHNICAL SPACES
5
4
2
3
1
NOTES:
BOH/ MEP SPACES GALLERY/ EXHIBIT SPACE 6000
STEEL FINS, SEE DETAILS
A4
A-43121of1
BRACE AS REQUIRED
TYP.
A3
GLASS WALL
A-43111of1
OPEN TO BELOW / OUTSIDE OF EXIBIT SPACE D
D5
1 HOUR RATED GYPSUM WALL REFER TO SECTIONS AND ELEVATIONS FOR SPECIFIC GLASS ANGLES AND DIMENSIONS
TYP. GLASSWALL PLAN 1 : 20
REF: A-4211- 1of1 31 CEILING , SEE SCHEDULES
C2
RESTAURANT
A-43121of1
GALLERY
VA RIES
VARIES
TYP, STEEL FIN
B2
A-43121of1
BRACE AS REQUIRED
CEILING, SEE RCP
EXHIBITION SPACES RECEPTION SPACES AND INFORMATION DESK 1975
VARIES
VARIES
TYP. STEEL FIN
MANAGEMENT OFFICE & I.T. 1 HOUR RATED GYPSUM WALL
MUSEUM ARCHIVES AND RESEARCH CENTRE
369
C
SERVICES - MUSEUM STORE
VARIES
VARIES
CULTURAL AND DIDACTIC ACTIVITIES LOGISTICS AND SECURITY
GLASS,
TYP, STEEL FIN
FINISH FLOOR, REFER TO SCHEDULES ° 65
BOH/ MEP SPACES
3044
STAIR FROM PERM. GALLERY TO TEMP. GALLERY
MONORAIL STATION TECHNICAL SPACES
2700
ATRIUM/ CIRCULATION
2700
2702
2700
CLADDED TRUSS
4TH FLOOR T.O.F.F. EL. [+29170]
A2
A-43121of1
C5
A-43121of1
GLASS
STRUCTURAL BEAM AS REQUIRED, REFER O STRUCTURAL DWGS
10 SEPTEMBER 2011
OUTDOOR TERRACE
RIC KAFD A.07 MOBE PT-3
BRACE AS REQUIRED
REVEAL AT EDGE, 15MM, TYP.
2700
2778
2700
B
GLASS
CEILING , REFER TO SCHEDULES
° 88
90 °
C5
A-43121of1
TYP. 4TH FLOOR T.O.F.F. EL. [+29170]
200
GALLERY
4TH FLOOR T.O.F.F. EL. [+29170]
PT-3
A2
SIM.
CLADDED PIEZE 1600
A-43121of1
TRUSS PROYECTION SM-2.
REFER TO STAIR DETAILS 200
BRACE AS REQUIRED
175 PT-3
REVEAL AT EDGE, 15MM, TYP.
A
5
4
3
OPEN TO BEYOND
STAIR FROM PERM. GALLERY TO TEMP. GALLERY D
C
REVEAL 25MM AT EDGE CONDITION OF TRUSS WITH FLOOR FINISH, TYP.
2
1
3RD FLOOR EAST T.O.F.F. Owner: EL. [+22870]
NOTES:
CLADDED DIAGONAL
Rayad EL [ +18.070 M ] T.O.F.F.
A5
4/5/2012 2:17:10 PM
3RD FLOOR LEVEL
ANGLED WALL SECTION @ GALLERY GLASS WALL 3
1 : 20
REF: A-1040- 1of3 C 5
1 : 20
96 °
UP 2
1
PROYECTION LINE FOR CLEAR DIM.
Structural Designer:
HEIGH 2000MM CLEAR
CUT LINE FOR CHANGE OF LEVEL + 1200MM
5B
T
DESIM
18 WEST 18TH S NEW YORK, NEW T. 212.532.2211
9000
25°
UP
A-42302of7
8998
ADA RAMP
ADA RAMP
A2
5B
1800
10
6 T @ 300MM
CUT LINE FOR CHANGE OF LEVEL + 1200MM
2100
UP
D
FXFOWLE INTERNATIONAL, LLC | 22 WEST 19TH STREET | NEW Y
UP 2990
6
Architectural Designer:
90 °
1797
A1 A-21001of1
95 °
EL [ +21.220 M ] T.O.F.F.
5
3
DN
5B
UP
10
REF: A-1040- 2of3
RIC KAFD A.07 MOBE 95 °
6
1 : 20
5
EL [ +21.670 M ] T.O.F.F.
SECTION @ GALLERY GLASS WALL 1
10 SEPTEMBER 2011
4
2300 TYP.
UP
A3
REF: A-1040- 1of3 C
UP
6 T @ 300MM
5
Project Management:
SECTION @ GALLERY GLASS WALL 2
A4
EL [ +17.620 M ] T.O.F.F.
5 D
D
C
D
95 °
C
Electro-Mechanical Desi EL [ +20.470 M ] T.O.F.F.
CONSULT TWO PENNSYLVANIA PL
2A ANGLED PARTITION EXTERIOR
UP
UP
UP
D2
11
1643
A-42302of7
7
ADA RAMP.
11
7
95 ° T FOR HEIGH
TYP.
STAINLESS STEEL HANDRAIL, TYP.
A1
7 13
9000
UP 588
25°
1500 TYP.
CUT LINE FOR CHANGE OF LEVEL + 1200MM
2000
ADA RAMP
A-42203of3
9 UP
9
7
UP
EL [ +15.670 M ] T.O.F.F.
UP
C
C1 A-40341of1
95 ° 2° 10
1800
CLEAR DIM
UP
TYP..
6 T @ 300MM
2300
EL [ +20.020 M ] T.O.F.F.
TYP. 1500MM CLEAR
A-42302of7
90 °
D3 A-43141of1
ADA RAM. TYP.
UP
5B
UP
E2
9000 MIN. DIM.
12
TYP.. B2 A-43141of1
12
1800
6 T @ 300MM
8
2A
CUT LINE FOR CHANGE OF LEVEL + 1200MM
90 °
UP
8
EL [ +16.420 M ] T.O.F.F.
UP
A2
PROYECTION LINE FOR CLEAR DIM.
CUT LINE FOR CHANGE OF LEVEL + 1200MM
TYP.
CUT LINE FOR CHANGE OF LEVEL + 1200MM
A-42301of7
C
6
INTERIOR
5400 MIN. DIM.
UP
6
25°
EL [ +16.870 M ] T.O.F.F.
Key Plan:
5B
B3
5930
13
A-43141of1
EXTERIOR
8CS
8CS
A2 A-42307of7
UP
0220A
ANGLED PARTITION
A3
UP
B2
0220B
INTERIOR EL [ +19.270 M ] T.O.F.F.
A-42302of7
10
1500 2000MM CLEAR HEIGHT
10
CUT LINE FOR CHANGE OF LEVEL + 1200MM
B4
A-42301of7
A-42303of7
C5'
A.07 A.07
CUT LINE FOR CHANGE OF LEVEL + 1200MM
EL [ +18.820 M ] T.O.F.F.
3C2
8
UP
B4
12 UP
ENLARGE TYP. GALLERY LANDING 1 : 75
Project:
3424
MUSEUM OF THE B
1863
2300 TYP.
ALIGN
PROYECTION LINE FOR CLEAR DIM.
King Abdullah Financial District Riyadh, Kingdom of Saudi Arabia
89 °
REF: A-4230- 1of7
PARCEL NO: 5B
1800
3580
A-42302of7
13
TENDER D
7506
C2
6 T @ 300MM
13
UP
B
ANGLED PARTITION
UP
D
C
12
A.07 A.07
8
25°
11
B
D5
11
UP
JANUAR
2000MM CLEAR HEIGHT
0220A
0220B
CUT LINE FOR CHANGE OF LEVEL + 1200MM
2ND FLOOR LEVEL
OPEN TO BELOW
CUT LINE FOR CHANGE OF LEVEL + 1200MM 0220C
9 25°
A5
UP
D
ENLARGE GALLERY 2ND TO 3RD FLOOR PLAN 1 : 150
A-4230A-42305of7 5of7
9 EL [ +18.070 M ] T.O.F.F.
REF: A-1020- 2of3
A5
3559
C
ALIGN
CLNT Phase Rev
B5
FILE NAME: DRAWN BY: DESIGN BY: CHECKED BY: A
A
11 7°
UP
A4
VIEW GALLERY
A2
ENLARGE TYP. GALLERY LANDING 1 : 75
APPROVED BY: PROJECT NO.:
D27-A07 AQ LS, NA, NC SJ 10051.L0
Sheet Title:
GAL PLANS
D
C
2/1/2012 4:52:28 PM
Date
Issue:
B5 A-43141of1
Sheet No.
REF: A-4230- 1of7
D27-A07Sheet
5
4
3
2
1 c
2011 FXFOWLE ARCHITEC
5
4
3
GLASS ALIGN
MEZZ. FLOOR T.O.F.F. EL. [+4150]
CHAMFER FINISH @ TOP OF STEEL STAIR STRUCTURE
GROUT @ JOINT
CAPS FOR HANDRAIL TO ALIGN WITH FITTINGS
MEZZ. FLOOR T.O.F.F. EL. [+4150]
D
HANDRAIL PROJECTION BEHIND GLASS MEZZ. FLOOR T.O.S. EL. [+4050]
CLEAR GLASS STEEL ANGLE TO SUPPORT FINISH FLOOR, AS REQUIRED
STEEL SUPPORT PROJECTION. BEHIND GLAS SCHEDULED FINISH FLOOR
REVIEW STRUCT. DRAWINGS FOR ATTACHMENT OF STEEL STAIR TO BEAM, EITHER BOLTED DIRECTLY TO CONCRETE OR BOLTED TO A PLATE IN THE CONCRETE
S.S FITTING, REFER TO DETAILS REVEAL, REFER TO DETAILS
BOLTS AS REQUIRED, SEE STRUCT DWGS
GL. FLOOR T.O.F.F. EL. [+0]
BEAM, SEE STRUCT DWGS Z CHANNEL, PAINTED AS SOFFIT
C5
TYP. EL
C2
REVEAL
1 : 25
R
BRACE AS REQUIRED
STAIR J 3D VIEW
C
B2 A-40301of1
C4
1500
TOP DETAIL @ STAIR J 1:5
MEZZ. FLOOR T.O.F. EL. [+4150]
REF: A-4030- 1of1
CLEAR
STAINLESS STEEL HANDRAIL
CL REFER TO PLANS FOR DIMS.
50
SCHEDULED GLASS
SOLID STONE TREADS TYP. 12 RADIUS @ NOSING
25
GLASS
A4
EQ
160
EQ
50
150 VARIES
300 MIN
1990
STONE
TYP. REVEAL
S.S DOWELS, (2) PER STONE WALL POINT FIXING 30MM DIAMETER
A-40301of1
GROUT @ JOINT, TYP. STEEL CHANNEL
B
AND PLATE VARIES
DISTANCE BETWEEN STONE
STAIR STRUC. PLATE. REFER TO STRUCTURAL DRAWINGS. WELDED AND GROUND SMOOTH
STAIR STRUCTURE, REFER TO DETAILS
LATEX MORTAR SETTING BED WITH GALV. WIRE LATH TACK WELDED TO CHANNEL
1255
STEEL STAIR STRUCTURE, PAINTED, PT-1
A5
A-40301of1
GL. FLOOR T.O.F.F. EL. [+0]
B4
TYP. DETAIL @ STEEL TREADS 1:5
B2
REF: A-4030- 1of1
SECTIO 1 : 25
R
1650
B5
SECTION DETAIL @ STAIR J 1 : 10
VARIES
GLASS, GROUNDED AND CHAMFERED 85 TYP.
S.S. HANDRAIL
REF: A-4030- 1of1 5/8" (6.25MM) DIAMETER BRACKET
4
50
5
STAINLESS CAPS
B4
A-40301of1
S.S FITTING. SCREWS TO BE FLUSH IN BOTH SIDES
STEEL PLATE BEYOND
150
25 MIN
D
150
STEEL PLATE
75
GL. FLOOR T.O.F.F. EL. [+0]
ALIGN
50
5MM REVEAL 50
S.S HANDRAIL TO WRAP AROUND GLASS AND FINISH IN FLOOR
S.S FITTING. SCREWS TO BE FLUSH IN BOTH SIDES
F B2 A-40301of1
FINISH FLOOR, REFER TO SCHEDULE
GLASS 100
FLOOR SLAB, REFER TO STRUCTURAL DWGS 25
A
GROUT @ JOINT, TYP.
STEEL TUBE, ANCHORED TO THE FLOOR, AS REQUIRED
STAIR J 3D VIEW
MEZZ. FLOOR T.O.F.F. EL. [+4150]
Armory Renovation & Expansion Manhattan, New York City, US
IDEA A
IDEA 1
1
1
2
2
3
3
4
4
IMAGEWALL WALLSECTION1 SECTION1 IMAGE 5 5
K
A5 A5 A-903.00 A-903.00
L RAILING, SEE DETAILS
BUTT JOIN GLASS
4" 4"
K
MISC. METAL, VERTICAL STEEL PLATE, PAINTED PT-3 RAILING, SEE DETAILS
J
2"
K K
PROJECTION GLASS CONNECTOR WITH COUNTERSUNK FASTENER BUTT JOIN GLASS
GLASS LASS
J
TYPICAL GLASS PANEL TYPICAL GLASS PANEL
8' - 10" 8' - 10"
AL, VERTICAL STEEL , VERTICAL STEEL NTED PT-3 TED PT-3
TEMPERED GLASS WITH TEMPERED GLASS WITH APPLIED VINYL IMAGE APPLIED VINYL IMAGE
4
5
6
REVISIONS | SUBMISSIONS REVISIONS | SUBMISSIONS
DATE DATE
404 Fifth New York, 10018 212-479-5444 404Avenue, Fifth Avenue, NewNY York, NY 10018 212-479-5444
B
DETAILS DETAILS
44
55
66
77
A9 A9
1/2" = 1'-0" 1/2" = 1'-0"
88
1st FLOOR 1st FLOOR EL. [+1' - 4"] EL. [+1' - 4"]
K5
1010
1111
CARPET, AS SCHEDULED GL-1
3" = 1'-0"
1 3/4" GLASS EXTENSION NO PROFILE AT EDGES
Checked: Checked:
Checker Checker
Reviewed: Reviewed:
A1
EQ
BAR, PAINTED PT-3
6"
OPEN TO
MISC. METAL, 1/2" X 2 1/2" OR AS REQUIRED BELOW VERTICAL STEEL BAR, PAINTED PT-3 SEX HEAD BOLT MISC. METAL, +/- 1/2" OR AS REQUIRED STEEL MISC.PAINTED METAL, VERTICAL STEEL PLATE, AS BAR, PT-3 REQUIRED, PAINTED PT-3
EG
EG
6"
WALL POINT FIXI B B PROJECTION GLASS CONNECTOR WITH
Project No.: Project No.:
PROJECTION
COUNTERSUNK FASTENER SEX HEAD BOLT
09046.L00 09046.L00
CLEAR LAMINATE RAILINGS, AS SH
Cad File: Cad File:
TEMPERED GLASS WITH APPLIED VINYL IMAGE, AS MISC. METAL, VERTICAL STEEL PLATE, AS REQUIRED STAINLESS REQUIRED, PAINTED PT-3
Drawing No.: Drawing No.:
PROJECTION GLASS CONNECTOR WITH COUNTERSUNK FASTENER
1"
Date:
DETAIL @ IMAGEA WALL A A-903.00
Date:
04/21/10 04/21/10
3" = 1'-0"Scale: Scale:
As indicated As indicated
Sheet
of Sheet
STEE PROJECTION, SE
A
1/4" GAP, TYP.
TEMPERED GLASS WITH APPLIED VINYL IMAGE, AS REQUIRED
1/2" =
of
A
2009 FXFOWLE ARCHITECTS, LLP | ALL RIGHTS RESERVED c 2009 FXFOWLE ARCHITECTS, LLP | ALL RIGHTS RESERVED
c
3" = 1'-0"
1/2" = 1' - 0"
2
3
4
11"
4" METAL CHANNEL PROJECTION, AS REQUIRED K1 A-904.00
4" METAL CHANNEL, AS REQUIRED FABRICATED METAL ANGLE 12" X 6
CLEAR GASKET
1"
1/4" ALUMINUM PROFILE
9"
STANDARD PROFILE AXIS BY PERMASTEELISA OR SIMILAR
ALUMINUM TOP ANGLE
1/2"X5/8" REVEAL CHANNEL
RF-1
GL-3
GL-1 GYPSUM BOARD
WALL POINT FIXING, 2" FIXED HEIGHT, ATTACHED TO CONCRETE
G
AuthorAuthor
1
STANDARD PROFILE AXIS BY PERMASTEELISA, OR SIMILAR, PROJECTION. CAB AT EDGE, TO STOP AT SLAB EDGE
H
A
OPEN Drawn:Drawn:
3/4" CORRUGATED METAL PANEL
CLEAR GASKET, PROJECTION
J
B
C C MISC. METAL, +/- 1/2" OR ASTYP. REQUIRED STEEL STAINLESS STEEL BOLTS,
A-903.00 1 2 3PARTITION 4 A PLAN DETAIL - CURTAIN WALLA1 1 & DEMOUNTABLE 12 12 13 13 14 14 DETAIL @ IMAGE WALL
IMAGE IMAGEWALL WALLPROJECTED PROJECTEDELEVATION ELEVATION
9 9
Seal:
10/15/2010 2:59:16 PM
IMAGE WALL WALLSECTION SECTION
3" =IMAGE 1'-0"
1"
BLOCKING
10/15/2010 2:59:16 PM
A5 A5
K 1/2" == 1'-0" 1/2" 1'-0"
2"
56 West 66th66th Street, NewNew York,York, NY NY 10023 56 West Street, 10023
1 3/4"
THE ARMORY BUILDING THE BUILDING CARMORY RENOVATION & EXPANSION RENOVATION & EXPANSION
GL-3
TOP @ CURTAIN WALL 1
2 1/2"
CERAMI & ASSOCIATES, INC.INC. CERAMI & ASSOCIATES,
Seal:
K1
STAINLESS STEEL BOLTS, TYP. MISC. METAL, 1/2" OR AS REQUIRED STEEL1 3/4" GLASS EXT BRACKET, BOLTED TO CONCRETE WITH NO PROFILE AT E COUNTERSUNK FASTENERS, PAINTED PT-3 MISC. METAL, 1/2" X 2 1/2" OR AS REQUIRED CLEAR GASKET VERTICAL STEEL BAR, PAINTED PT-3
360 West Street, 8th Floor, 10001 212-479-5444 36031 West 31 Street, 8th New Floor,York, NewNY York, NY 10001 212-479-5444
DRAWING TITLE: DRAWING TITLE:
PROJECTION. CA TO STOP AT SLA
CONCRETE SLAB
2 1/2"
LANGAN ENGINEERING C LANGAN ENGINEERING
EXISTING WALL
ALUMINUM PROF
PROJECTION LOW MISC. METAL, 1/2" OR AS REQUIRED STEELSTANDARD PROF BRACKET, BOLTED TO CONCRETE WITH PERMASTEELISA COUNTERSUNK FASTENERS, PAINTED PT-3
D D
1"
3 1/2"
FRAMING, AS REQUIRED
LOW
GL-1
CONCRETE SLAB
2 1/2"
RECESSED PROFILE 1st FLOOR 1st FLOOR EL. [+1' - 4"] EL. [+1' - 4"]
3" = 1'-0"
CARPET PROJECTION, DAGHER ENGINEERING DAGHER ENGINEERING AS SCHEDULED
A5 A-904.00
FLOOR FINISH PROJECTION, AS SCHEDULED
E E
FXFOWLE ARCHITECTS, LLP | 22LLP WEST STREET | NEW YORK, 10011 212.627.1700 | F 212.463.8716 | WWW.FXFOWLE.COM FXFOWLE ARCHITECTS, | 2219TH WEST 19TH STREET | NEWNY YORK, NY| T10011 | T 212.627.1700 | F 212.463.8716 | WWW.FXFOWLE.COM
ANASTOS ENGINEERING ASSOCIATES ANASTOS ENGINEERING ASSOCIATES
ANGLE PROJECTION
10
DETAIL @ IMAGE WALL
240 West Room 301, 10001 212-714-0997 24035th WestStreet, 35th Street, RoomNew 301,York, NewNY York, NY 10001 212-714-0997
GYPSUM BOARD
GL-3
PPLIED VINYL IMAGE, AS APPLIED VINYL IMAGE, AS
E1
EQ
7' - 8" 7' - 8"
L
NO.
302 5th302 Avenue, 12th Floor, 10001 212-691-5418 5th Avenue, 12th New Floor,York, NewNY York, NY 10001 212-691-5418
TOP PROFILE AXIS BY PERMASTEELISA, PROJECTION, WITH CAB AT EDGE - TO STOP AT SLAB EDGE BRACE, AS REQUIRED GYPSUM BOARD
TEEL PLATE, ASAS STEEL PLATE, 3 NECTOR WITH NNECTOR WITH R ER
NO.
EQ
GL-1
07.02.10 07.02.10 04.22.10 04.22.10
BRANDSTON INC.INC. D PARTNERSHIP, BRANDSTON PARTNERSHIP,
SCHEDULED PARTITION
1 3/4" X 1 1/2" CONTINUOUS ANGLE CLEAR GASKET, PROJECTION
SAS REQUIRED STEEL REQUIRED STEEL
50% CONSTRUCTION DOCUMENTS 50% CONSTRUCTION DOCUMENTS 3" = 1'-0" 100%100% DESIGN DEVELOPMENT DESIGN DEVELOPMENT NOT ISSUED NOT ISSUED NOT ISSUED NOT ISSUED NOT ISSUED NOT ISSUED
D
LOWER SECOND FLOOR LOWER SECOND FLOOR STRUCTURAL SLABSLAB STRUCTURAL EL. [+11' - 6"] - 6"] EL. [+11'
F
08.26.10 08.26.10
EQ
OR ASAS REQUIRED " OR REQUIRED NTED PT-3 AINTED PT-3
5 4 3 2 1
1"
4" 4"
CLEAR STRUCTURAL SILICONE, TYP. ALIGN
7
5 4 3 2 1
E
F
DETAIL @ IMAGE WALL
GMP GMP Set Set
29 Broadway, New York, 10006 212-480-2591 29 Broadway, NewNY York, NY 10006 212-480-2591
CLEAR GASKET
1' -1'2"- 2"
E1
9
7
LOWER 2nd FLOOR LOWER 2nd FLOOR EL. [+12' - 8"] - 8"] EL. [+12'
CLEAR GASKET
FABRICATED METAL ANGLE 12" X 6"
DATE DATE
8
3 1/2"
6"
1/2"X5/8" REVEAL CHANNEL
E1 E1 A-903.00 A-903.00
7' - 8"
TYP. S, TYP.
4' - 0" 4' - 0"
4" 10"10"
1' - 10" 1' - 10"
M
4" METAL CHANNEL, AS REQUIRED
SLOTTED HOLES FOR SLAB DEFLECTION SLOTTED HOLES FOR SLAB DEFLECTION
3 7/16"
EQUIRED STEEL REQUIRED STEEL NCRETE WITH ONCRETE WITH RS, PAINTED PT-3 ERS, PAINTED PT-3
METAL CHANNEL PROJECTION, AS REQUIRED
7' - 8"
4' - 0" 4' - 0"
LOWER 2nd FLOOR LOWER 2nd FLOOR EL.EL. [+12' - 8"] [+12' - 8"]
GLASS CONNECTOR WITHWITH GLASS CONNECTOR COUNTERSUNK FASTENERS COUNTERSUNK FASTENERS
GLASS CONNECTOR WITH COUNTERSUNK GLASS CONNECTOR WITH COUNTERSUNK FASTENERS FASTENERS
1'APPLIED - 0" VINYL TEMPERED GLASS WITH APPLIED IMAGE, TEMPERED GLASS WITH VINYL IMAGE, ASAS REQUIRED REQUIRED
DESCRIPTION DESCRIPTION REVISION SCHEDULE REVISION SCHEDULE
F E
3/4" CORRUGATED METAL PANEL
N
NO.
7
L9 L9 A-903.00 A-903.00
10.XX.10 10.XX.10 09.28.10 09.28.10
VARIES
3
EXPOSED CONCRETE
2100%100% CD CD 1RFI - RFI 053 RESPONSE 053 -RESPONSE
2 1 NO.
2
STAINLESS STEEL BOLTS, TYP.
F
PROJECTED, VERTICAL STEEL PROJECTED, VERTICAL STEEL PLATES TO SUPPORT GLASS, PLATES TO SUPPORT GLASS, PAINTED PAINTED PT-3 PT-3
VERTICAL STEEL BAR, PAINTED PT-3, VERTICAL STEEL BAR, PAINTED PT-3, AS AS REQUIRED REQUIRED
L9 L9 A-903.00 A-903.00
TEMPERED GLASS WITH APPLIED VINYL IMAGE, AS REQUIRED EXPOSED CONCRETE
G G
2 1/2"
4' - 0" 4' - 0"
1
STAINLESS STEEL BOLTS, TYP.
G
24' - 0" 24' - 0"
23' - 8" 23' - 8"
CONCRETE NCRETE
LOW
SEX HEAD BOLTS 80 째
LOWER THIRD FLOOR LOWER THIRD FLOOR STRUCTURAL STRUCTURAL SLABSLAB EL. [+22' EL. [+22' - 10"]- 10"]
1' -1'8"- 8"
LOW
MISC. METAL, STEEL PLATE, TEMPERED GLASS WITH APPLIED PAINTED PT-3 VINYL IMAGE, AS REQUIRED
G
LOWER 3rd FLOOR LOWER 3rd FLOOR EL. [+24' EL. [+24' - 0"] - 0"]
A1 A1 A-903.00 A-903.00
VARIES 1 1/2"
1' -1'4"- 4"
STEEL BOLTS, TYP. TEEL BOLTS, TYP.
MISC. METAL, STEEL PLATE, PAINTED PT-3 A1 A-903.00 SEX HEAD BOLTS
째 80 80 째
1 1/2"
4' - 0" 4' - 0"
LOWER FLOOR LOWER 3rd3rd FLOOR [+24' - 0"] EL.EL. [+24' - 0"]
GLASS WITH APPLIED LASS WITH APPLIED E, REQUIRED ASAS REQUIRED
J
H H
6" 6" 6" 6"
AL, STEEL PLATE, , STEEL PLATE, T-3 3
J
RAILING, DETAILS RAILING, SE SE DETAILS
H
BOLTS OLTS
MISC. METAL, VERTICAL STEEL PLATE, PAINTED PT-3 A1 A-903.00 PROJECTION GLASS CONNECTOR WITH COUNTERSUNK FASTENER
2"
째 80
H 4' - 0" 4' - 0"
N GLASS CONNECTOR GLASS CONNECTOR NTERSUNK FASTENER ERSUNK FASTENER
6"
4' - 0" 4' - 0"
EE DETAILS DETAILS
L
6"
L9 L9
1/2" = 1'-0" 1/2" = 1'-0"
EXPOSED CONCRETE D1 A-904.00
GL3
CARPET, AS SCHEDULED
SILICONE SEALANT
STANDARD PROFILE AXIS BY PERMASTEELISA OR SIMILAR
WALL POINT FIXING, 2" FIXED HEIGHT, ATTACHED TO CONCRETE
F
LOWER 3rd FLOOR EL. [+24' - 0"] LOWER THIRD FLOOR STRUCTURAL SLAB EL. [+22' - 10"]
EXPOSED CONCRETE UNDERSLAB
FLOOR FINISH, AS SCHEDULED RF-1
CAB, PROJECTION CLEAR GASKET, PROJECTION
E
STANDARD PROFILE AXIS BY PERMASTEELISA, OR SIMILAR, PROJECTION. CAB AT EDGE, TO STOP AT SLAB EDGE
GL-1
1
2
D1
4
MIDDLE @ CURTAIN WALL 1
K5 A-904.00
4" METAL CHANNEL, AS REQUIRED GL3 REVEAL CHANNEL 1/2"X5/8"
SCHEDULED PARTITION, LOWER 2nd FLOOR EL. [+12' - 8"] LOWER SECOND FLOOR STRUCTURAL SLAB EL. [+11' - 6"]
CLEAR GASKET
FABRICATED METAL ANGLE 12" X 6"
CLEAR STRUCTURAL SILICONE COMPATIBLE SILICONE, TYP. SETTING BLOCK 1 3/4" X 1 1/2" CONTINUOUS ANGLE BACKER ROD AND SEALANT ANGLE PROJECTION CLEAR GASKET, PROJECTION
SCHEDULED PARTITION
BLOCKING
TOP @ CURTAIN WALL 1 BOTTOM @ CURTAIN WALL 1
STEEL TUBE, AS REQUIRED
GL-1
CARPET METAL ANGLE PROJECTION AT PROJECTION, CEILING, WHEN REQUIRED AS SCHEDULED RECESSED PROFILE
ALUMINUM PROF PROJECTION STANDARD PROF PERMASTEELISA PROJECTION. CA TO STOP AT SLA
1 3/4" GLASS EXT NO PROFILE AT E
A5 A-904.00 PROFILE TO RECEIVE SLIDING DOOR AND GLASS PARTITION
FRAMING, AS REQUIRED
EXISTING WALL BOLT, AS REQUIRED TOP PROFILE AXIS BY PERMASTEELISA, PROJECTION, WITH FLOOR FINISH, ASCAB AT EDGE - TO STOP AT SLAB EDGE BRACE, AS SCHEDULED REQUIRED GYPSUM BOARD
FLOOR FINISH PROJECTION, AS SCHEDULED
GL-1
GYPSUM BOARD
RECESSED PROFILE
2:24:09 PM
10
CLEAR GASKET
SCHEDULED STEEL LADDER PULLS A1 A-904.00 1st FLOOR EL. [+1' - 4"]
OPEN TO BELOW 11"
METAL CHANNEL PROJECTION, AS REQUIRED
GL-3
A1
9
STANDARD FRAME PROFILE, AXIS, PERMASTEELISA OR SIMILAR OPEN
WALL POINT FIXI PROJECTION
CLEAR LAMINATE RAILINGS, AS SH 1"
GL-3 ACOUSTIC SLIDING DOOR
A5 K5
1' - 0"
RF-1
3" = 1'-0"
8
7"
3 7/16"
GL-1 CARPET, AS SHEDULED
A K
DETAIL - DEMOUNTABLE PARTITION
3" = 1'-0"
4"
RF-1
ALUMINUM CHANNEL, TO MATCH PERMASTEELISA, OR SIMILAR, HEIGH PROFILE ALIGN
K1
E7
7
2"
6"
1' - 0"
STANDARDPROFILE AXIS BY PERMASTEELISA OR SIMILAR, PROJECTION,
B L
6
1 3/4"
3" = 1'-0"
CLEAR GASKET
C M
5
3/4" CORRUGATED METAL PANEL
4"
D N
3
3 1/2"
STAINLESS STEE PROJECTION, SE 1/4" GAP, TYP.
SECT. CURT. WALL 1 A7 DETAIL - DEMOUNTABLE PLAN DETAIL - CURTAIN WALLPLAN 1 & DEMOUNTABLE PARTITIONPARTIT
FIRE P.O.E. ROOM
GAS METER ROOM AREAWAY
AREAWAY
FUEL OIL STORAGE
FIRE PUMP ROOM BOILER ROOM
WATER METER ROOM
ELECTRICAL ROOM ATS ROOM
MECH
CHILLER ROOM
MECH SECOND FLOOR BELOW
UP
UP
UP
UP
OPEN TO ABOVE
WOMEN
MAIL ROOM/ COPY OPEN TO ABOVE
CONF
LOCKERS
COMMONS
STORAGE
MEN
CONF
OPEN TO BELOW
OPEN TO BELOW
DN
LOCKERS
UP
DN
UP
CL
CL
IT
IT
PANTRY
COPY/STORAGE
STORAGE/COPY
MULTIPURPOSE AREA ELEC
OPEN TO ABOVE
STORAGE
STORAGE
OPEN TO ABOVE
OPEN TO BELOW
Cellar
Upper Mezzanine
UP
UP
RECEPTION STORAGE
BICYCLES
WELLNESS
RESTROOM ELEC
UP
MEN
UP
OPEN TO BELOW
WOMEN
OPEN TO BELOW
CONF STORAGE
ELEC
STOR
STORAGE
IT
MECH
MECH
MECH
MECH CONF
STOR
OPEN TO BELOW
OPEN TO BELOW
OPEN TO BELOW
PANTRY
PANTRY
First Floor
Third Floor MECHANICAL DN
STORAGE
RESTROOM ELEC
STOR
UP
UP
UP
WOMEN
DN
UP
CONF
CONF DN
UP
UP
MEN
DN
CL
CL
IT
MULTI PURPOSE ROOM
DN
MULTIPURPOSE AREA
STORAGE/COPY
ELEC
OPEN TO BELOW
Second Floor & Lower Mezzanine
Fourth Floor & Roof
GREEN ROOF
DN
KAFD Parcel 2.14 - Mosque King Abdullah Financial District, Riyadh, Saudi Arabia
Mesh Alterna
F
S
1:1
Various scales into one unique layer
1:4
1:8
Main Elevation
Back Elevation
Lateral Elevation - Typical
Stone Wall Steel Framing Concrete Slab
Glass Struc. Fins
Horizontal Support Arm to be Attached to Glass Fin Vision Glass
Reflecting Pool ALUMINUM SCREEN
METAL DIAGONALS STRUCTURE 80MM X 200MM
Steel Tube
Aluminum Screen 3mm
Metal Post Behind ConTinuous Alum. Channel Alum. Screen Panel Extrusion With L Clips Inserted by Pressure
Metal Post Struct
Metal Post Struct Aluminum Screen 3mm
Continuous Alum. C Channel
Continuous Alum. C Channel
Stone Wall Aluminum Screen
Horizontal Support Arm
Vision Glass
Reflecting Pool
Stone Wall Aluminum Screen
Horizontal Support Arm
Vision Glass
Horizontal Support Arm
Reflecting Pool
Steel Diagonals 80MM X 200MM
Mosque - Construction Administration Photos
Front Elevation
Lateral Elevation
Perspective View
Kaufman Lobby Quick Study Renovation, New York, US
First step
Alternative 1
Second step
Third step
Alternative 2
Banco Santander Monterrey, Mexico
VESTIBULO OFICINA REGIONAL BANCO SANTANDER HEADQUARTER LOBBY ELEVATORS
ASCENSORES OFICINA REGIONAL BANCO SANTANDER HEADQUARTERS ELEVATORS
CONTROL DE SEGURIDAD SECURITY
Avenida Pino Suarez
ASCENSOR DE SERVICIO
CONTROL DE SEGURIDAD SECURITY
ACCESO A PARQUEOS REGIONAL BANCO SANTANDER
ACCESO A PARQUEOS PLANTA BAJA
ENTRANCE TO SANTANDER REGIONAL HEADQUARTERS PARKING
ACCESS TO GROUND FLOOR PARKING
SALIDA DE EMERGENCIA
SERVICE ELEVATOR
EMERGENCY EXIT
ENTRADA REGIONAL BANCO SANTANDER
ENTRANCE HQ BANCO SANTANDER
ENTRADA A TORRE DE OFICINAS
RAMPA HACIA ARRIBA
ENTRANCE TO OFFICE TOWER
SPEED RAMP UP
ZONA ENTREGA DROP ZONE
VESTIBULO TORRE DE OFICINAS OFFICE TOWER LOBBY
152 PLAZAS DE PARQUEOS APILADOS
ASCENSORES HACIA PLANTAS ALTAS
152 SPACES USING STACKERS
Calle Ocampo
HIGH RISE ELEVATOR
SALIDA DE EMERGENCIA EMERGENCY EXIT
ASCENSORES PARQUEOS
Calle Hidalgo
HALL DE ASCENSORES ELEVATOR HALL
ASCENSORES HACIA PLANTAS BAJAS LOW RISE ELEVATOR
ENTRADA SUCURSAL BANCARIA
SUCURSAL BANCARIA (240 M 2) BANK BRANCH
COMERCIO OPCIONAL OPTIONAL RETAIL
ELEVATORS TO PARKING
ENTRANCE TO BRANCH BANK
ZONA DE CARGA & DESCARGA Avenida Cuahutémoc
LOADING ZONE
COMPACTADOR DE BASURAS
ACCESO A PARQUEOS SOTANO A TORRE DE OFICINAS PARKING ENTRANCE TO OFFICE TOWER
COMPACTOR
DUCTOS DE VENTILACION
LINEA EXPRESA ALTERNA
VENTILATION DUCTS
SWITCHING EXPRESS LANE
RAMPA DE VELOCIDAD HACIA ABAJO SPEED RAMP DOWN
CONTROL DE SEGURIDAD SECURITY
Planta Baja Típica de Oficinas — Opción Arrendatario Múltiple Typical Low Rise Office Floor — Multiple Tenant Option
Planta Baja Típica de Oficinas — Opción Arrendatario Sencillo Typical Low Rise Office Floor — Single Tenant Option
Salida de aire / Air Exhaust Return Air Path
Entrada de aire / Active Chilled Beam (fresh air supply)
Vidrio especial para pajaros / Bird-safe glass Planta tipo Sedum / Sedum + 2.75m corredor / corridor
+ 2.33m espacio ocupado requerido / occupied space required
Buganvilias / Bouganvillea Tierra / Soil Paneles Solares / Solar panels (Photovoltaic panels)
Distribucion electrica y de datos / Electrical and
NORDHAVNEN City of Copenhagen, Denmark.
NORDHAVNEN
CENTRAL COPENHAGEN
The City
The City: land of reclamation phases
EXISTING SITE 1600
1850
1950
Diagram 2000
EXTEND URBAN INFRASTUCTURE 2040
2060
existing city
Plan - Design Alternative
Linden High School Queens, New York City, US
Perspective
Diagrams Connection School Between A & B
Stair Plans
Plan 1st Floor
Plan 2nd Floor
Plan 3rd Floor
Columbia University in the City of New York Master of Science in Advanced Architectural Design New York City, US. 2006-2007
Columbia University - Richard Plunz Studio Manhattan, New York, US
Columbia University - Steven Holl Studio Cedar Rapids, Iowa, US
2007
COLUMBIA UNIVERSITY gsapp
SCHOOL OF DANCE
SPRING
FIRST FLOOR (GROUND FLOOR)
SECOND FLOOR
SECTION 1
THIRD FLOOR
SECTION 2
FOUR FLOOR
Billy Goebertus Arquitectos Bogota, Col. 2002-2006
CASA SUESCA Suesca, Colombia
STEEL ROD STEEL PLATES ROOF
“L” SHAPE CONCRETE COLUMN-BEAM WOOD BEAM (2 2CMX8CM)
STEEL TUBE (4CMX4CM RECTANGULAR)
STEEL PLATES ANCHOR TO CONCRETE FLOOR
STEEL ROD
Floor Plan
Lateral Elevation
Front Elevation
Lateral Elevation
Back Elevation
Section
CITROEN Showroom Bogota, Colombia
1.
2.
3.
1st floor
2nd floor
Basement
Section typ.
Bloque Q, Facultad de Medicina Y Quimica Bogota, Colombia
View main elevation
Alvaro Quintana Personal Work 2002-2014
BOHRCAFE coffee shop, Bucaramanga, Colombia.
+ +
+ +
The Battery Conservancy Americas Design Competition - Draw up a Chair Manhattan, New York, US
mobility
mobility mobility
+
typology
typology typology
+
adaptation
adaptation adaptation
perspective
perspective perspective perspective
perspective
perspective
lateral view
perspective
lateral view
mobility (wheel - bench to be
perspective green (salvage lumber
lateral view retractable (retractable leg
mobility (wheel - bench to be
green (salvage lumber
retractable (retractable leg
perspective green (salvage lumber
lateral view retractable (retractable leg
green (salvage lumber
retractable (retractable leg
moved as a wheelbarrel) moved as a wheelbarrel)
mobility (wheel - bench to be moved as a wheelbarrel)
mobility (wheel - bench to be moved as a wheelbarrel)
material) material) material)
material)
for stacking benches on top) for stacking benches on top)
for stacking benches on top)
for stacking benches on top)
front view
House in Dallas Dallas, US
Front perspective
Back perspective
Interior View
Site plan
Ground floor
2nd floor
Half Empty / Half Full Athens, Greece - competition
Urban Plan Diagram Sketch
Urban foot print
Floor Plan
Circulation
Perspective
Front View
Back View
Section
Front Elevation
Plan Diagram Sketch
Ground Floor Plan / or typical plan
Second Floor Plan / or typical plan
Roof Floor Plan
Basement Floor Plan
Columbia University - Dick Savitt Tennis Center Future Planning Analysis Manhattan, New York City, US
Site
National School of Arts and Crafts Bogota, Colombia - competition
Ground floor plan
Site plan
General section
Aerial view
View
Section Educational building
Typical floor Educational building
Section Cultural building
Typical floor Cultural building
View
Enric Miralles & Benedatta Tagliabue Arquitectes Barcelona, Spain. 2000
Istituto Universitario di Archittecttura di Venecia Venecia, Italy
Trinity Quarter Shopping Center Leeds, UK
ALVARO QUINTANA
...chronological work in progress...
309 Old Fox Trail, Durham, NC, US 27713 C.: (212) 920-5213 ajqb@hotmail.com