Sehyun Lee ‘s Architectural Portfolio
SLA February I 2018 Selected Work · Professional Work · Syracuse University 2015-2017
Work/living Space 2016
SLA
TABLE OF CONTENT
Selected Work
01
05
Baler Ocean Center
Floating
Caza architect I 2018 Concept Idea Re-Thinking in the future 1st Award -Mixused
Syracuse University I Academic Work I 2016 Studio workI Competition Shen zhen Low carbon City -Honorable Award
02
Rome Contemprory Chaple
Union Pavilion
Unted Lab I 2017 Concept Idea Archi-Midium Competition
DND architect I 2013 Canadawood Competition
06
07
Vernon Blvd
Field of Terra Fluxes
HAAK architect I 2017 DD set
DND architect I 2012 AC-CA Competition
03
04
KAPCQ HAAK architect I 2017 DD set
08
Mediator
DND architect I 2012 Daegu Gosan Public Library International Architecture Competition
SLA
Professional Work
01 Ocean Center Caza Architect ¡ 2017 Mixed Used Building Re-Thinking in the Future 1st Award
Design a civic center for a coastal village with a booming tourism market. The center should provide structures with year-round public use that range from recreational to commercial with the goal of giving local artisans and farmers a place to engage with outsiders while ensuring that centers is integrated into the ocean-side landscape in a way that acknowledges the massive risks by architecture from climate change. Coastal Architecture in the age of climate change has become an increasingly precarious proposition. At the Ocean Center project, we developed a way of building in a coastal environment that anticipates massive change. Both ground and structure are designed as open systems that enable their surroundings to flow through in calculated and measured ways so that the forces of nature activate architectural spaces at different intensities. The modulation of natural systems such as air movement, solar radiation, and tidal currents through the architectural techniques of walls, roofs and floor makes it possible to determine the materialization of program through nature.
CULTURE & GEOGRAPHY
Economy & Hisotry
Filipino Ethnicities
Ocean Center·
PROGRAM
ELEMENTS
Museum Program
Archipelagic Program
Figure and Site
Retail Apartment
Restaurants
Market
Apartment
Spa & Gym
Convention Center
Museum
Market
Convention Center
Recreation Area
Professionalwork I
PARALLEL ORTHOGRAPHY
1. Museum 2. Market 3. Drop- off 4. Recreational Area 5. Restraurant 6. Convention Center 7. Artificial Beach 8. Cafe 9. Retaining Pool 10. Botanical Garden 11. Power Hiouse 12. Bahia 13. Grand Stand
Ocean Center·
FORM & GEOMETRY
Professionalwork I
Ocean Center¡
ENVIRONMENTAL STRATEGY
Professionalwork I
SECTION
Ocean Center·
VIEW-APARTMENT
Professionalwork I
VIEW - MARKET I
Ocean Center·
VIEW - CONVENTION CENTER
Professionalwork I
VIEW - MARKET II
Ocean Center·
Competition Work
02 Rome Contemporary Chapel United Lab · 2017 Chapel Archi-Medium Competition
We propose building a chapel that would allow for public space in the ur-ban environment. This chapel would stand as a religious landmark, as well as a convenient meeting place. The concept consists of two circular nodes that would be placed on the south and north sides of the site, creating the shape of the building and the plaza. The circle on the north side will be the core of the building. The other side of the chapel, on the other hand, will form a public plaza around the tree in the yard. This tree is a metaphor for religious origins, similar to the ‘tree of life.’ The chapel will connect to the surrounding context by serving as a public, universal, religious, and communal space. The yard is connected to the administrative space of the church through the building’s front entrance, and is also connected to the upper worship space along a circular ramp which also leads to the second level of the old building. What we notice is the need for a church and public space in the new era at this site in the historic city of Rome. Rome Contemporary Chapel aims to be a place of encounter, dialogue and peace.The material of a space is different depending on whether the space is used for public or religious reasons. Public space is concise and restful with a solid opaque white stone so that people may interact with land-scape in the yard.
CONCEPT & SECTION
Rome Contemporary Chapel
GROUND PLAN
VIEWS
Rome Contemporary Chapel
VIEW
VIEWS
Rome Contemporary Chapel
Professional Work
03 VERNON BLVD Haak Architect · 2017 Type: Hospitality complication of DOB set
This project is a two-part program: Vernon Boulevard and 12th Street. The two residential rental buildings share a single site. Vernon Boulevard holds 565 market-rate units, and, as the companion to Vernon Boulevard, 12th Street is an inclusionary housing building of 142 affordable units and 4 market-rate units. The main entrance into Vernon Boulevard is found on 31st Avenue along the building’s storefront. The project’s exterior façade is pieced together into one fabric using three unique wall types. The first wall type is the most prevalent. It is a rainscreen system assembled from porcelain tiles alternating among three different tones of grey. The second wall type features a white glazed metal frame. The frame is arranged in an irregular orthogonal pattern and furthermore is randomly dispersed throughout the building’s overall surface. The third wall type is composed of insulated metal panels that can be viewed only from the courtyard. As one, the wall types make a richly textured yet highly efficient façade system. Located minutes from Manhattan, the buildings are ideally situated among all five NYC boroughs. Additionally, with over 210 feet of frontage along the waterfront, the buildings offer their residents panoramic skyline views of Manhattan’s Upper East Side. The neighborhood nearby hosts an abundance of green space, diverse cultural attractions, and an easy access to various modes of public transportation, such as complimentary shuttle service to the subway and water taxi.
FACADE DESIGN - ELEVATION
VERNON BOULEVARD BUILDING 30-77 VERNON BLVD. ASTORIA, NY BLOCK: 504 LOT: 3
VERNON BLVD
8"
OF
FACADE DETAIL
VISION GLASS (XGL-1)
SIDENTIAL
8"
INSULATED METAL PANEL (XMT-1)
VISION GLASS (XGL-1)
IDENTIAL
8"
8"
1"
METAL REVEAL (XMT-20) PORCELAIN TILE (XTL-1)
VISION GLASS (XGL-1)
VISION GLASS (XGL-1)
RESIDENTIAL
RESIDENTIAL
PORCELAIN TILE (XTL-1)
PORCELAIN TILE (XTL-1)
8"
8"
2"
INSULATED METAL PANEL (XMT-1)
2"
3
2
INSULATED METAL PANEL (XMT-1)
STONE TILE (XST-2) STONE TILE (XST-2)
METAL DOOR (TBD) GAS METER
GAS METER
9"
10"
10"
STREET
STREET
3
PORCELAIN TILE (XTL-2)
PARKING
PARKING
WALL SECTION SCALE: 1/4"=1'-0"
1'-0"
CALE: 1/4"=1'-0"
METAL REVEAL (XMT-20) PORCELAIN TILE (XTL-1)
1'-0"
WALL SECTION
1"
8"
INSULATED METAL PANEL (XMT-1)
2
WALL SECTION SCALE: 1/4"=1'-0"
LINE OF 6" DEEP SHELF @ FOUNDATION WALL START
1
30TH DR PARTIAL ELEVATION B SCALE: 1/4"=1'-0"
Professionalwork II
FAC P
ATOZ CONSULTING ENGINEERS, PC 363 7TH AVE. 3RD FLOOR NY, NY 10001 ALUM. COMPOSITE LIGHTING CONSULTANT: PANEL (ACM-1)
SP CONSULTING ENGINEERS LLC. 5 JAGGERED ROCK RD. PARSIPPANY, NJ 07054
ALIGN
1'-7"
STRUCTURE ENGINEER: PORCELAIN TILE (XTL-2)
T.O.S +20'-6"
ALUM. COMPOSITE PANEL (ACM-1)
8"
T.O.S
2" INSULATION
AJL&P SURFACE DESIGN GROUP TWO PENNSYLVANIA PLAZA NY, NY 10121
5'-3"
5'-8" 10'-9"
VISION GLASS (XGL-4)
RESIDENTIAL UNIT
1'-10"
ALUM. COMPOSITE PANEL (ACM-1) INSULATION
ALUM. FIN
LOBBY
VISION GLASS (XGL-1) T.O.S
VISION GLASS (XGL-4)
COLUMN
19'-9"
TYPICAL FLOOR ASSEMBLY: -3/4" X 4" PLANK WOOD FLOORING -ACOUSTICAL INSULATION LAYER -8" CONCRETE SLAB, (REFER TO STR'L DWGS.)
4'-5"
TYPICAL FLOOR ASSEMBLY: -3/4" X 4" PLANK WOOD FLOORING -ACOUSTICAL INSULATION LAYER -8" CONCRETE SLAB, (REFER TO STR'L DWGS.)
JOINT 1'-10"
EXTERIOR WALL - PANEL -3" ALUM. COMPOSITE TILE (ACM-1) -6" STRUCTURAL STUD W/ -5 8 " G.W.B. -1" X 6" PAINTED WOOD BASE
20'-5"
EXTERIOR WALL - GLASS: -3" BACK PAINTED SPANDREL GLASS (XGL-3)
7" 1'-10"
LIGHTING CONSULTANT: AJL&P SURFACE DESIGN GROUP TWO PENNSYLVANIA PLAZA NY, NY 10121
GRADE BEAM (REFER TO STR'L. DWG.)
1'-3"
1'-10"
1'-10"
1'-3"
MEP ENGINEER: ATOZ CONSULTING ENGINEERS, PC 363 7TH AVE. 3RD FLOOR NY, NY 10001
2"
1'-10"
T.O.S
1'-3"
7"
TYPICAL FLOOR ASSEMBLY: -3/4" X 4" PLANK WOOD FLOORING -ACOUSTICAL INSULATION LAYER -8" CONCRETE SLAB, (REFER TO STR'L DWGS.)
7"
1'-11"
2" 2"
1'-11"
TYPICAL FLOOR ASSEMBLY: -3/4" X 4" PLANK WOOD FLOORING -ACOUSTICAL INSULATION LAYER -8" CONCRETE SLAB, (REFER TO STR'L DWGS.)
RESIDENTIAL UNIT
19'-10"
8'-4"
EXTERIOR WALL - GLASS: -3" BACK PAINTED SPANDREL GLASS (XGL-3)
BACK PAINTED GLASS (XGL-2)
8'-4"
VISION GLASS (XGL-5)
8'-4"
6'-1"
EXTERIOR WALL - GLASS: -3" BACK PAINTED SPANDREL GLASS (XGL-3)
RESIDENTIAL UNIT
4"
TEXT
VISION GLASS (XGL-5)
6'-3" 10'-2"
ITE
RESIDENTIAL UNIT
NYRON HALL ENGINEERING SERVICES LLC. 35-11 36TH ST. 3RD FL ASTORIA, NY 11106
RESIDENTIAL UNIT
2"
T.O.S +20'-6" MEP ENGINEER:
1"
SP CONSULTING ENGINEERS LLC. 5 JAGGERED ROCK RD. PARSIPPANY, NJ 07054 1'-10"
9/16"
7" 1'-10"
STRUCTURE ENGINEER:
1'-10"
EXTERIOR WALL - PANEL -3" ALUM. COMPOSITE TILE (ACM-1) -6" STRUCTURAL STUD W/ -5 8 " G.W.B. -1" X 6" PAINTED WOOD BASE
1'-3"
7" 1'-10"
1'-3"
7"
VISION GLASS (XGL-1)
NYRON HALL ENGINEERING SERVICES LLC. 35-11 36TH ST. 3RD FL ASTORIA, NY 11106
INTED EL XGL-3)
1'-6"
HAAK architects LLC. 600 SYLVAN AVENUE, SUITE #107 ENGLEWOOD CLIFFS, NJ 07632 PHONE: 201 212 5527 EMAIL: info@haakarch.com
ARCHITECT OF RECORD: 1'-0" COL.
EXTERIOR WALL - PANEL -3" ALUM. COMPOSITE TILE (ACM-1)
EDGE OF S (F
FACE OF COL.
FACE OF FINISH & PROPERTY LINE
1'-0" COL.
EXTERIOR WALL - PANEL -3" ALUM. COMPOSITE TILE (ACM-1)
1'-3"
1'-10"
EDGE OF SLAB FOR WT-2 EDGE OF SLAB FOR WT-1
FACE OF COL.
FACE OF FINISH & PROPERTY LINE
EDGE OF SLAB FOR WT-2 EDGE OF SLAB FOR WT-1
FACE OF COL.
FACE OF FINISH & PROPERTY LINE
EDGE OF SLAB FOR WT-2 EDGE OF SLAB FOR WT-1
FACE OF COL.
FACE OF FINISH & PROPERTY LINE
EDGE OF SLAB FOR WT-2 EDGE OF SLAB FOR WT-1
EXTERIOR WALL - PANEL -3" ALUM. COMPOSITE TILE (ACM-1)
1'-7"
2" 1'-7" 2" 1'-6"
1'-0" COL.
35-11 36TH STREET LONG ISLAND CITY, NY 11106
DESIGN ARCHITECT:
HAAK architects LLC. 600 SYLVAN AVENUE, SUITE #107 ENGLEWOOD CLIFFS, NJ 07632 PHONE: 201 212 5527 EMAIL: info@haakarch.com
2"
1'-10"
T.O.S
11-12 30th DRIVE LLC 35-11 36TH STREET LONG ISLAND CITY, NY 11106
DESIGN ARCHITECT:
ARCHITECT OF RECORD: 1'-0" COL.
4"
FACADE DETAIL
2 _
INTED EL XGL-3)
RESIDENTIAL UNIT
GLASS DOOR
12'-1"
RESIDENTIAL UNIT
9'-0 1/2"
REVOLVING GLASS DOOR
7'-10"
7'-10"
BACK PAINTED GLASS (XGL-2)
7'-10"
6'-1"
VISION GLASS (XGL-5)
7'-10"
RESIDENTIAL UNIT
DOOR FRAME
4"
VISION GLASS (XGL-5)
RESIDENTIAL UNIT
5
PARTIAL SECTION
PARTIAL SECTION
9/16"
2
SCALE: 1/2"=1'-0"
4
COL
COL
COL
T.O.S +0'-1"
STREET (VARIES)
REVISION:
TOS +0'-1"
REVISION:
9"
1'-10"
PARTIAL SECTION
3
SCALE: 1/2"=1'-0"
STONE PANEL(XST-1) T.O.S
1'-3"
1'-3"
1'-10"
4
SCALE: 1/2"=1'-0"
EXTERIOR WALL - PANEL -3" ALUM. COMPOSITE TILE (ACM-1)
7"
EXTERIOR WALL - PANEL -3" ALUM. COMPOSITE TILE (ACM-1)
7" 1'-10"
1'-10"
ITE ANEL
1'-3"
7"
EXTERIOR WALL - PANEL -3" ALUM. COMPOSITE TILE (ACM-1)
1'-3"
1'-10"
T.O.S
7"
EXTERIOR WALL - PANEL -3" ALUM. COMPOSITE TILE (ACM-1)
1'-5"
1'-5"
2"
6'-3"
9'-8"
DOOR FRAME
PARTIAL SECTION SCALE: 1/2"=1'-0"
WT4_PARTIAL ELEVATION
2
SCALE: 1/2"=1'-0"
WT4_PARTIAL SECTION SCALE: 1/2"=1'-0"
COL Rev Rev
Date
Date
Description
Description
2 _
DOB JOB #: 421198028
DOB JOB #: 421198028 LOBBY AREA
SEAL & SIGNATURE: SEAL & SIGNATURE: FACE OF COLUMN EDGE OF SLAB (WT-2)
SEMI-RIGID MINERAL WOOL INSULATION
ALUM. FIN.
ALUM. COMPOSITE METAL (ACM-1)
BACK PAINTED GLASS (XGL-2)
14'-1"
ALUM. COMPOSITE METAL (ACM-1)
VISION GLASS (XGL-4)
7'-7"
℄
VISION GLASS (XGL-4)
1'-10"
1'-4"
3'-2"
PROPERTY LINE & FACE OF FINISH
3'-5"
ALUM. COMPOSITE METAL (ACM-1)
7'-7"
℄
KEY PLAN KEY PLAN
℄
30TH DRIVE
VERNON BOULEVARD
℄
5'-9"
B A
30TH DRIVE
B A
12TH STREET
ALUM. COMPOSITE METAL (ACM-1)
1'-10"
7'-7"
VERNON BOULEVARD
14'-1"
12TH STREET
3" 3"
PROPERTY LINE & FACE OF FINISH
0" 1'-0"
EDGE OF SLAB (WT-1) EDGE OF SLAB (WT-2)
6"
E OF COL.(WT-2&WT-1)
31ST AVENUE 31ST AVENUE
TITLE: TITLE:
PROPERTY LINE & FACE OF FINISH
3"
WALL TYPE 3
WALL TYPE 2
1'-0"
3"
EDGE OF SLAB (WT-1) EDGE OF SLAB (WT-2)
6"
E OF COL.(WT-2&WT-1)
NOTE : THIS RENDERING IS JUST FOR REFERENCE. SEE THE DETAIL DRAWINGS FOR ACCURATE INFORMATION
WT4_PARTIAL PLAN
3 1
SCALE: 1/2"=1'-0" RENDERING SCALE: N.T.S
SCALE: DATE: PROJECT No: FILE No: DRAWN BY: CHECKED BY: DWG No:
AS NOTED AUG. 15, 2016 1517
NOTE : THIS RENDERING IS JUST FOR REFERENCE. SEE THE DETAIL DRAWINGS FOR ACCURATE INFORMATION
MC, MR, NL, SL YJ
A-701.0
1
RENDERING SCALE: N/A
SCALE: DATE: PROJECT No: FILE No: DRAWN BY: CHECKED BY: DWG No:
AS NOTED AUG. 15, 2016 1517 MC, MR, NL, SL YJ
A-703.0 SHEET No: xx of 74
SHEET No: 73 of 74
©2017 HAAK Architects LLC. All rights reserved.
©2017 HAAK Architects LLC. All rights reserved.
VERNON BLVD
Professional Work
04
PROJECT:
KAPCQ (KOREAN PRESBYTERIAN CHURCH OF QUEENS)
KOREAN CHURC
1 Flu BOR BLO
Haak Architect · 2017 Type: church complication of DOB set
OWNER: 143-23 ASH FLUSHING,
ARCHITECT HAAK arch 600 SYLVAN ENGLEWOO INFO@HAA
ZONING CO DESIGN 21 52 DIAMON BROOKLYN DJOSEPH@
STRUCTURE BUROEHRI 233 BROAD NEW YORK HSE@BUR
MEP ENGINE SY ENGINE 36-30 BELL BAYSIDE, N SUNG58@
KOREAN PRESBYTERIAN CHURCH OF QUEENS
CIVIL ENGIN KRYPTON E 530 W 47TH NEW YORK JOREL@KR
143-23 Ash Ave, Flushing, NY 11355 BLOCK: 5184 LOT: 9
GEO-TECH. J.R. HOLZM 3555 VETER HIGHWAY, RONKONK HEATHER@
REVISION:
Rev
Da
PE
SEAL & SIGN
KEY PLAN
TITLE:
COV
SCALE: DATE: PROJECT N FILE No: DRAWN BY: CHECKED B DWG No:
Professionalwork II
T-0
1
1
1
2
ZR 24-551
sky exposure plane ZR 24-521
ZONING ANALYSIS
OPTION 1 (FAR 1.0)
ZONING ANALSIS
PROJECT:
Height above Front Yard Line 35’
5 1/2" SLAB U=0.74
KOREA CHUR
STANDARD FULL BRICK WALL ZINC PANEL
ZONING ANALYSIS Height above Front Yard Line 25’
2" SPRAY ON POLYURETHANE INSULATION U=0.06
OPTION 1 (FAR 1.0) CONCRETE (MASS) WALL
TYP. TYPE C
1'-1 5/8"
1 OUTSIDE
2
ROOFTOP / TERRACE
BATT INSULATION 0=0.047.
1
3" THK. CONTINUOUS INSULATION U=0.071
OWNER: 143-23 AS FLUSHING
SKYLIGHT
INSIDE
1
sky ZINC exposure PANEL plane CLADDING ZR 24-521 U=1.63.
ARCHITEC HAAK arc 600 SYLV ENGLEWO INFO@HA
ZINC PANEL BRACKET.
ZONING C DESIGN 2 52 DIAMO BROOKLY DJOSEPH
2" THK. CONTINUOUS INSULATION U=0.071.
METAL INSULATION COVER U=1.66
1/2" PLYWOOD W/ WATER PROOFING.
ALUMINUM PANEL U=1.66
Height
1/2" PLYWOOD above side setback line W/ WATER PROOFING. 2 Front ZR 24-551 1 6"Yard METAL STUD.
1
EAST WALL WEST WALL SOUTH WALL NORTH WALL
TOTAL U=0.019 WEST WALL SOUTH WALL
8
EXTERIOR FLOOR SECTION
LineINSULATION 35’ BATT sky exposure U=0.047. plane ZR 24-521
5/8" THK. GWB. U=1.78.
SCALE : 1 1/2" = 1'-0"
O.K.
KOREAN PRESBYTERIAN CHURCH OF QUEENS 4
ZINC PANEL
143-23 Ash Ave, Flushing, NY 11355 BOROUGH: QUEENS BLOCK: 5184 LOT: 9
5/8" THK. GWB. U=1.78. CONCRETE (MASS) WALL 6" METAL STUD. STOREFRONT BATT INSULATION U=0.047. ROOFTOP / TERRACE 1/2" THK. PLYWOOD W/ WATER SKYLIGHT PROOFING.
5 1/2" SLAB U=0.74
ZINC PANEL CLADDING U=1.63.
2" CONTINUOUS INSULATION U=0.071.
2" SPRAY ON POLYURETHANE INSULATION U=0.06
ZINC PANEL BRACKET.
1/2" AIR SPACE. U=1
TOTAL U=0.062 EXTERIOR FLOOR
2" THK. CONTINUOUS INSULATION U=0.071.
STANDARD FULL BRICK U=1.25
EAST WALL WEST WALL SOUTH WALL NORTH WALL
1/2" PLYWOOD W/ WATER PROOFING. 1/2" PLYWOOD W/ WATER PROOFING.
OUTSIDE
6" METAL STUD.
7
BATT INSULATION U=0.047.
EXTERIOR FLOOR SECTION
4
SCALE : 1 1/2" = 1'-0"
SCALE : 1 1/2" = 1'-0" EAST RECESSED WALL ABOVE GRADE WALL : 1,632 SF SLAB EDGE : 22 SF RECESSED WALL DOOR : 22 SF STANDARD FULL BRICK WALL : 1,572 SF
UTSIDE
6
ROOF TOP : 3,287 SF WINDOW SKYLIGHT : 258 SF EQUIPMENT PENETRATION : 29 SF
TYP. TYPE A 10"
5
OUTSIDE OUTSIDE
EAST WALL ABOVE GRADE WALL : 2,880 SF SLAB EDGE : 166 SF 2" PERMEABLE CONC. ROOF STANDARD FULL PAVERS W/ PEDESTALS BRICK WALL : 1338 SF ZINC PANEL : 1542 SF4" RIGDE ON POLYURETHANE INSULATION U=0.03
4
" METAL STUD.
BATT INSULATION U=0.047.
WEST WALL SOUTH WALL
INSIDE
ROOF TOP TERRACE
" CONTINUOUS NSULATION U=0.071.
/2" AIR SPACE. U=1
6
STANDARD ULL BRICK U=1.25
TYP. ROOF & TERRACE DETAIL SCALE : 1 1/2" = 1'-0"
2
3
3704 SF 110 SF 136 SF 78 SF 2,598 SF 892 SF
REVISION:
D
P
SEAL & SIG
ROOF TOP : 3,287 SF WINDOW SKYLIGHT : 258 SF EQUIPMENT PENETRATION : 29 SF
6 KEY PLAN
5 6 SOUTH WALL ABOVE GRADE WALL : SLAB EDGE : SOUTH WALL WINDOW : SOUTH WALL DOOR : SOUTH WALL STOREFRONT : CONCRETE (MASS) WALL : STANDARD FULL BRICK WALL : ZINC PANEL :
3,758 SF 168 SF 156 SF 122 SF 641 SF 60 SF 1,622 SF 1,157 SF
TITLE:
EN CO CE
4 7
8 3
Date
SCALE: DATE: PROJECT FILE No: DRAWN BY CHECKED DWG No:
Description
PERMIT SET
SCALE : 1 1/2" = 1'-0"
TOTAL U= 0.026
NORTH RECESSED WALL ABOVE GRADE WALL : SLAB EDGE : RECESSED WALL WINDOW : RECESSED WALL DOOR : STANDARD FULL BRICK WALL : ZINC PANEL :
O.K.
3RD FLOOR TERRACE 395 SF
Rev
BUILDING DIAGRAM (NORTH, EAST) BRICK WALL SECTION SCALE: N.T.S.
1,565 SF 84 SF 79 SF 1,486SF
SCALE: N.T.S.
SOUTH RECESSED WALL ABOVE GRADE WALL : 1,376 SF SLAB EDGE : 36 SF SOUTH RECESSED WALL DOOR: 24 SF STANDARD FULL BRICK WALL : 1,251 SF ZINC PANEL : 101 SF
WATER PROOFING.
TOTAL U=0.020
2
GEO-TECH. ENGINEER: 4TH FLOOR TERRACE J.R. HOLZMACHER P.E., LLC 1,127 SF 3555 VETERANS MEMORIAL WEST WALL HIGHWAY, SUITE A ABOVE GRADE WALL : 2,842 SF RONKONKOMA NY 11779 HEATHER@HOLZMACHER.COMSLAB EDGE : 171 SF WEST WALL WINDOW : 140 SF WEST WALL STOREFRONT : 846 SF CONCRETE (MASS) WALL : 104 SF REVISION: STANDARD FULL BRICK WALL : 1.752 SF
CON. CURB. U=0.74 NORTH RECESSED WALL METAL STUD. ABOVE GRADE WALL : 3704 SF SLAB EDGE : 110 SF RECESSED BATT WALLINSULATION WINDOW : U=0.047. 136 SF RECESSED WALL DOOR : 78 SF THK. GWB. U=1.78 STANDARD 5/8" FULL BRICK WALL : 2,598 SF ZINC PANEL : 892 SF TOTAL U=0.026
2" SPRAY ON POLYURETHANE INSULATION U=0.06
/2" THK. PLYWOOD W/ WATER PROOFING.
1,565 SF 84 SF 79 SF 1,486SF
NORTH WALL ABOVE GRADE WALL : SLAB EDGE : WINDOW : STANDARD FULL BRICK WALL :
BUILDING DIAGRAM (NORTH, EAST)
MEP ENGINEER: SY ENGINEER PLLC WEST RECESSED WALL 36-30 BELL BLVD. 2ND FLOOR BAYSIDE, NY 11361 ABOVE GRADE WALL : 1,730 SF SLAB EDGE : 24 SF SUNG58@GMAIL.COM WEST RECESSED WALL WINDOW : 41 SF CIVIL ENGINEER: WEST RECESSED WALL DOOR : 24 SF KRYPTON ENGINEERING STANDARD FULL BRICK WALL : 1.377 SF 530 W 47TH ST #1E ZINC PANEL : 288 SF NEW YORK, NY 10036 JOREL@KRYPTONENG.COM 6
METAL PANEL R=1.66
5 1/2" SLAB U=1.78
7
NORTH WALL INSIDE ABOVE GRADE WALL : SLAB EDGE : WINDOW : STANDARD FULL BRICK WALL :
GEO-TECH J.R. HOLZ 3555 VET HIGHWAY RONKON HEATHER
Rev
ARCHITECT: HAAK architects 600 SYLVAN AVENUE, SUITE #107 ENGLEWOOD CLIFFS, NJ 07632 INFO@HAAKARCH.COM
2" CONTINUOUS INSULATION U=0.071
WATER PROOFING
/8" THK. GWB. U=1.78.
OWNER: 143-23 ASH AVE, FLUSHING, NY 11355
STRUCTURE ENGINEER: BUROEHRING 233 BROADWAY, SUITE 1770 NEW YORK, NY 10279 HSE@BUROEHRING.COM
BRICK WALL SECTION
TOTAL U=0.027.
O.K.
7
ZONING CONSULTANT: DESIGN 2147 52 DIAMOND STREET BROOKLYN, NY 11222 DJOSEPH@DESIGN2147.COM
TOTAL U= 0.026
5/8" THK. GWB. U=1.78.
Height above 5 Front Yard Line 25’
EAST WALL ABOVE GRADE WALL : 2,880 SF SLAB EDGE : 166 SF STANDARD FULL PROJECT: BRICK WALL : 1338 SF ZINC PANEL : 1542 SF
OUTSIDE STANDARD FULL BRICK WALL
INSIDE
CIVIL ENGI KRYPTON 530 W 47T NEW YOR JOREL@K
ROOF TOP : 3,287 SF WINDOW SKYLIGHT : 258 SF EQUIPMENT PENETRATION : 29 SF
Height above Front Yard Line 35’
1'-1 5/8" INSIDE
MEP ENGIN SY ENGIN 36-30 BEL BAYSIDE, SUNG58@
EAST RECESSED WALL ABOVE GRADE WALL : 1,632 SF SLAB EDGE : 22 SF RECESSED WALL DOOR : 22 SF STANDARD FULL BRICK WALL : 1,572 SF
6
TYP. TYPE B
INSIDE
STRUCTUR BUROEHR 233 BROA NEW YOR HSE@BU
Height above Front Yard Line 25’
TOTAL U=0.027.
ZINC PANEL WALL SECTION
5
SCALE : 1 1/2" = 1'-0"
1
F BO BL
STOREFRONT
side setback line ZR 24-551
1
BUILDING DIAGRAM (SOUTH, WEST)
EN-
SCALE: N.T.S.
SEAL & SIGNATURE:
©2017 HAAK arch
WEST RECESSED WALL ABOVE GRADE WALL : 1,730 SF SLAB EDGE : 24 SF WEST RECESSED WALL WINDOW : 41 SF WEST RECESSED WALL DOOR : 24 SF STANDARD FULL BRICK WALL : 1.377 SF ZINC PANEL : 288 SF
6 4TH FLOOR TERRACE 1,127 SF
ROOF TOP : 3,287 SF WINDOW SKYLIGHT : 258 SF EQUIPMENT PENETRATION : 29 SF
6 KEY PLAN
5 6
FRANKLIN AVE.
KACPQ
GROUND PLAN
PR
3
2 10'-0"
5
4
7'-0"
13'-2"
8'-10"
3 YARD DUMPSTER
10'-5" 6'-5"
11'-1"
6
7
22'-0"
8
21'-6"
19'-4"
7'-2"
110'-7"
21'-6"
KO
9 17'-2"
1
11'-0" 40'-5"
24'-2" 1 A-204
C
3'-9"
2 A-504.00
3'-9"
C
D109
D
D
E
E
STORAGE
5
105
8'-6"
101 DN
SHAFT 109
111
UP
F
10'-4"
9'-0"
23'-7"
STAIR "D"
SHAFT
10'-0"
UP
1 A-409
10'-0"
5'-1"
5'-1"
LINE OF BUILDING ABOVE 2 A-505.00
D107
F
DN
18'-0"
STAIR "C"
6'-11"
6'-11"
102 D108
G 15'-11"
G +7" PARKING LOT
9'-7"
11'-0"
8'-3"
8'-3"
TOC +0"-0"
30'-2"
10'-5"
H
69'-5"
3 A-502.00
UP
SHAFT
3
117'-2"
LINE OF BUILDING ABOVE
110
GE J 3 H R H
RE
72'-2"
50'-10"
ELEVATOR
10'-0"
TOC +7"
16'-8"
15'-3"
ENTRY LOBBY GROUND FLOOR
1 A-506.00
108
107
22'-3"
1 A-403
93'-3 1/2"
10'-0"
CIV K 5 N J
I
W5
J 7'-0"
44'-1"
7" 6"
16'-6"
D103
18'-1"
8'-0"
7'-0"
8'-0"
11'-0"
6'-6"
5'-0"
Re
J
+7"
2 A-502.00
18'-0"
4'-11"
22'-0"
18'-0"
SE
4'-0"
W6
K
K
2 A-501.00
21'-7"
5
L
D101
D105
GROUND FLOOR
M
5'-0"
D104
TIT LINE OF BUILDING ABOVE
GROUND FLOOR
1 A-202
4'-5"
8'-0"
5'-0"
9'-5"
TOC +0"
14'-5"
+7" GROUND FLOOR
UP
LANDING
11'-0"
TOC+7"
15'-0"
PROPERTY LINE
15'-0"
11'-0"
TOC +7"
D106
PROPERTY LINE
W5
5'-0"
W1
M
DN
106
10'-0"
MECH. ROOM
11'-7"
9'-0"
10'-0"
104
W2
N
SC DA PR FIL DR CH DW
TOC +5"
1
1
1
A-406
A-401
9'-11"
6'-0"
1
ASH AVENUE
A-404
6'-8"
1'-1"
15'-4"
11'-0"
1
A-408
23'-7"
62'-7"
7'-5"
A-402
22'-0"
18'-0"
4'-0"
51'-5"
1
125'-0" 10'-0"
1
7'-0"
2
13'-2"
3
8'-10"
4
KE
UP
STAIR "A" 1 A-407
10'-0"
10'-0"
10'-0"
103
GRAND STAIR
L
DN
STAIR "B" UP
5 BIKE PARKING SPACE
8'-6"
5
UP
5
1 A-405
N
ME S 3 B S
1 A-201
77'-3"
I
STR B 2 N H
H
UP
W4
ZO D 5 B D
8'-0"
8'-0"
W5
1 A-203
AR H 6 E IN
4'-0"
LINE OF BUILDING ABOVE
D102
OW 14 F
22'-0"
5
21'-6"
6
19'-4"
7
GROUND FLOOR PLAN SCALE: 3/16"=1'-0"
7'-2"
8
9
©2017 HA
Professionalwork II
DETAIL - WALL SECTION
PROJECT:
KOREAN PRESBYTERIAN CHURCH OF QUEENS 143-23 Ash Ave, Flushing, NY 11355 BOROUGH: QUEENS BLOCK: 5184 LOT: 9
OWNER: 143-23 ASH AVE, FLUSHING, NY 11355
T.O. STAIRCASE
ARCHITECT: HAAK architects 600 SYLVAN AVENUE, SUITE #107 ENGLEWOOD CLIFFS, NJ 07632 INFO@HAAKARCH.COM
TOC+57'-0"
1
ZONING CONSULTANT: DESIGN 2147 52 DIAMOND STREET BROOKLYN, NY 11222 DJOSEPH@DESIGN2147.COM
ZINC COPING U=1.63
STRUCTURE ENGINEER: BUROEHRING 233 BROADWAY, SUITE 1770 NEW YORK, NY 10279 HSE@BUROEHRING.COM
9'-0"
WATER PROOFING METAL CAP SKYLIGHT IGU U=0.422 SHGC=0.296
MEP ENGINEER: SY ENGINEER PLLC 36-30 BELL BLVD. 2ND FLOOR BAYSIDE, NY 11361 SUNG58@GMAIL.COM
METAL CAP WATER PROOFING
CIVIL ENGINEER: KRYPTON ENGINEERING 530 W 47TH ST #1E NEW YORK, NY 10036 JOREL@KRYPTONENG.COM
HSS SEE STRUCTURE DWG FOR MORE INFO CONC. CURB
ROOF
POLYISOCYANURATE U=0.03
GEO-TECH. ENGINEER: J.R. HOLZMACHER P.E., LLC 3555 VETERANS MEMORIAL HIGHWAY, SUITE A RONKONKOMA NY 11779 HEATHER@HOLZMACHER.COM
TOC+48'-0" HSS SEE STRUCTURE DWG FOR MORE INFO. BLOCKING AS REQ.
REVISION:
6" METAL STUD.
3
26'-10 1/16"
6/12 ROOF SLOPE DOWN
6/12 ROOF SLOPE DOWN
12'-0"
5/8" THK. GWB.
5 EN-003
SIM
5/8" GWB.
Rev
Date
Description
PERMIT SET 4TH FLOOR
SEAL & SIGNATURE:
TOC +36'-0" SEE STRUCTURE DWG. FOR MORE INFO 5/8" THK. GWB. U=1.78.
HSS SEE STRUCTURE DWG FOR MORE INFO. 2 1/2" CURVED METAL STUD.
6" METAL STUD FRAME.
5/8" THK. GWB.
BATT INSULATION U=0.047. 1/2" PLYWOOD W/ WATER PROOFING. 2" THK. CONTINUOUS INSULATION U=0.071.
ZINC PANEL U=1.63.
ZINC PANEL BRACKET.
KEY PLAN FRANKLIN AVE.
ZINC PANEL U=1.63.
MATCH LINE SEE SHEET A-451/2
MATCH LINE SEE SHEET A-451/1
ROOF HEAT TRACING PRECAST CONC. COPING
ASH AVE.
TITLE:
EAST WALL SECTION
1
SCALE: 1/2"=1'-0"
2"6 5/8"
6" 5/8"
3
5/8" THK. GWB. U=1.25. 6" METAL STUD FRAME. BATT INSULATION U=0.047. 1/2" PLYWOOD W/ WATER PROOFING.
2'-0" CL
2'-0" CL
2'-0" CL
2'-0" CL
2'-0" CL
2'-0" CL
2'-0" CL
2'-0" CL
2'-0" CL
CL
2" THK. CONTINUOUS INSULATION U=0.071. ZINC PANEL BRACKET. ZINC PANEL U=1.63.
2
PARTIAL PLAN DETAIL @ EAST SCALE: 1/2"=1'-0"
PARTIAL ELEVATION @ EAST SCALE: 1/2"=1'-0"
EAST WALL SECTION
SCALE: DATE: PROJECT No: FILE No: DRAWN BY: CHECKED BY: DWG No:
JULY 13, 2017 1621 JC, GL YJ
A-452.00 SHEET No: 57 of 81 ©2017 HAAK architects LLC. All rights reserved.
KACPQ
SECTION
T.O. BULKHEAD
NT ME CK ET
NT
SID
ES
CLASS ROOM
ME
CLASS ROOM
IRE
CLASS ROOM
PROPERTY LINE
IRE RE
QU
11'-0"
BA
QU
PROPERTY LINE
RE
11'-0"
CK
BA
9'-0"
GLASS BLOCK WALL
ET
CEILING HT.
ES
ROOF TOFF +13'-0"
9'-0" A.F.F.
SID
EL +11'-0" (MAX. HT. 25'-0")
FLOOR 4 TOFF +13'-0"
OFFICE
13'-0"
11'-0" A.F.F.
11'-0"
CEILING HT.
HALL
RECORDING ROOM
BALCONY
FLOOR 3
9'-0" A.F.F.
9'-0"
CEILING HT.
11'-0"
TOFF +
ADJACENT PROPERTY
NURSERY ROOM
MAIN SANCTUARY
HALL
ADJACENT PROPERTY
FLOOR 2 TOFF +
PARKING LOT
11'-0"
9'-0" A.F.F.
9'-0"
CEILING HT.
PARKING LOT
FLOOR 1
10'-0" A.F.F.
10'-0"
CEILING HT.
12'-0"
TOFF
RESTROOM
MULTI-PURPOSE RM
FELLOWSHIP AREA
CELLAR 1 TOFF -
Professionalwork II
VIEWS
KACPQ
Academic Work
05 Floating; Public Center of Low Carbon City Syracuse University · 2015 · Team (Mei Fupeng, Sehyun Lee) Type: Mixed Used (Hotel · Office · Dormitory) Shenzhen Low Carbon City Competition - Honorable Award)
Shenzhen Low Carbon City has been under construction since 2010. By rethinking the relationship between podium and tower, Floating intends to create a public center not only for the Low Carbon City area, but for Pingdi city more widely. In this design, our aim has been to maximize the potential of Low Carbon City by inserting a series of public activities into otherwise inactivated spaces. The project’s contention is that Low Carbon City is best conceived as a Green building-Public Center – that is, as a neighborhood capable of informing the wider population about the benefits of a low carbon lifestyle through the construction of a series of public events. Visitors to the Green Building Public Center can experience a range of sustainable technologies via a series of calibrated activities. The building’s form matters. The thinner-than usual tower permits daylight to permeate the interior. The traditional podium is dissolved to produce a number of public platforms. In the daytime, theses steel platforms are designed to reflect the sky, and at night the density of perforated stainless steel plates permits light from the building’s interior to escape into the neighboring public spaces. Generally, the proposed building contains three systems of organization: a system of vertical circulation, a system of horizontal circulation across the platforms, and a system that seeks to connect the building to its surrounding environments. Our thesis is that this simple combinatory strategy is capable of creating a vertical building typology suitable for a Low carbon city.
PUBLIC PODIUM
CONCEPT & PROGRAM
Vertical Module system
Horizontal Podiums System
Public Connection
Floating : Public Center
BUILDING CIRCULATION & PROGRAM
PLANS
Academicwork I
PUBLIC ACTIVITIES
Floating : Public Center
SUSTAINABLE ANALYSIS
Academicwork I
MODULE SYSTEM
Floating : Public Center
Professional Work
06 Union Pavilion Professional work¡ 2013 ¡DND Architecture Type: Pavilion
This project has memorial meaning for 50th establishment diplomatic relationship of Korea & Canada. This pavilion which will be installed at open area in front of the Canada Embassy in Korea means harmonious two countries, Korea& Canada, by shaping interlacing through holding hands together. Harmony is balanced relationship that is not leaning to one side but parallel and symmetry. For expressing these characters, we make symbol harmonious space by making each two sides which are staring from separate points gather in only one center.
CONCEPT & PROCESS
UNION This project has a meaning that the 50th anniversary of diplomatic relations between the two countries. This notice is placed in front of the Embassy OF Canada Pavilion, basically two right hands from having to hold the shape of the two entangled unity means. Unity of the tilt in either direction without power as symmetrical balanced parallel relationship says. These characteristics to expose the two faces from two different points of the gathered in the middle of the space as a symbolic form of unity
MASS PROCESS
3m x 5m to each end of the box to adjust the shape opens up the eyes of copper and possible to form the outer wall inlet. And to show unity in the form of enters the quaywall thickness of the two by giving a structural woven put so that may play a role. And these forms are formed by ă„ą,ă„´ stand and bench space, by installing shelves is to serve as a shelter.
DECK
The Program contains three main functions. First, benches and shelves sit down and relax and to install things can be place. The second is the protection of the existing tree that can be seen inside the stand and through the center of the cheongjangbu can enjoy watching the scenery. Third, stand and bench space and is shaped like a square of each laced with the community to relax and creates space
ASSEMBLY
2INCH X 2INCH of wood was used for structural; STACKING ASSEMBLY for structure was solved by creating the form. Not a joint member and, in some cases, bolted is also available.
Union Pavilion
PREFABRICATION
Professional Work
PLAN & ELEVATION
VIEWS
Union Pavilion
Professional Work
07 Field of Terra Fluxes Professional work· 2012 ·DND Architecture AC-CA Competition
This proposal is started from reconsideration of bridge as a byproduct from industrial society as visual and functional perspective by placing nature and human on the dichotomy thought. Experience of relationship as a main concept the revelation of ‘visual’ function from bridge is allowed to be feasible in the consideration of characteristics of Amsterdam city and its continuity; and making figuration for short story of memory with experiential formation. The Characteristic of geography in Amsterdam, which is a flexible flow, is to be configured and it gives tis meaning as a tool providing various social and cultural events. The proposed bridge has a symbiotic relationship with nature in the everyday life which allows enjoying spare times and seeks for various cultural activities. New bridge provides various experiences as a part of city. Through this, it is to confirm the identity of city and raise the city value for Amsterdam. The juxtaposition that is not planned between the programs. The possibility of eventual space is to be found with horizontal field that is laminated, non-hierarchy and fluid. The space allows three-dimensional experience from two-dimension is to be formed and allows multi-level experiences by placing program. The natural boundary vertically formed between sky and water is controlled and the relationship of city landscape is horizontally to be intimated. The playground, observation platform, resting place provided inside of bridge will make various stories through natural and artificial experiences within the city and relationship with nature and human.
CONCEPT & PROCESS
Bridge for memory of City As a part of city, the interest towards bridge as a revealing tool that configures reappearance of memory and experiences is shaped through the relationship between geographical form and liquidity that canal has. These phenomenon’s are experienced as everyday life in the city and this is used as an important factor to make the formation of city the proposed bridge adopts configured pattern of city at visual level to transform and configure the experiences to 3-dimensional space. Memory and desire through the spatial experiences; and through this, the bridge realized the geographical, social and imaginative space that seeks for the possibility and relationship with society.
Bridge beyond Functional figure
Bridge as Landform
This proposal, as a truth of goal-oriented function based on the speed and direction as a vector, is to reject the bridge. New bridge reveals potential poetic meaning and ‘relationship Through the concept of ‘filed’. The logic of effciency0 focused and goal-oriented in the functionalism is excluded; and as a meaning of bridge, which is not for aesthetic values, the rich event of potential spatial experiences in the city is to be revealed. It recovers the sense of planeness through the represent of daily experiences of detouring, slowness, wandering and parking in the city. In other words, it focuses on the reconfiguration of bridge as a tool recovering potential poetic meaning and interrelationship.
The continuity of city is drawn and the interrelationship with city, nature and peoples to be made by shape of landform. This goes beyond the image of rupture that bridge has and has its’ meaning as a tool controlling the relationship to be created at the equipment maximizes the movement. The allness is recovered through the controls of bridge’s continuity and boundary and combination of relationship with surroundings. New network of topology is to be realized through reiteration, repeating, and distortion of land.
Field of Terra Fluxes
DESIGN PROCESS
Academicwork I
PLAN & ELEVATION
Field of Terra Fluxes
Professional Work
04 MEDIATOR Professional work· 2012 ·DND Architecture Type: Library International Architecture Competition
The proposed library represents the evolving of the library from its traditional role as “storage for knowledge” into a key moderator of information and a space for gatherings and encounters. It stimulates information used by expanding the notion of “the public” and extends the notion of “neighbor “by restructuring physical bounds. The site of the library, accessible from the street in all four directions, serves as a mediator by nature, rather than as a bordered space. Consequently, the mass of the building is multi-directional and its setback creates a layered structure which expands the area of the streets surrounding the building and the boundary of external spaces. Establishing terraces and canopies on the second and third floors expands the street area vertically into three-dimensional space. This new-concept library’s synchronicity in information provision can be understood within the idea of simultaneity, and its diachroneity in relation to “the public” and “neighbor” can be comprehended within the notion of temporality.
CONCEPT & PROCESS
MEDIATOR
PLAN
Professional work
CIRCULATION & SECTION
MEDIATOR
Sustainable City - 2016
SLA
SLA
SLA