TABLE OF CONTENTS AVIAN OBSERVATORY
SPRING 2013
WASHINGTON UNIVERSITY IN ST LOUIS
04
BALIZA: SCHOOL +
FALL 2012
WASHINGTON UNIVERSITY IN ST LOUIS
14
RADICAL REOCCUPATION
FALL 2013
WASHINGTON UNIVERSITY IN ST LOUIS
22
MIT IMES
MAY 2014 - May 2015
PAUL LUKEZ ARCHITECTURE
32
BOSTON LIVING WITH WATER
OCTOBER 2015 - MAY 2015
PAUL LUKEZ ARCHITECTURE
36
PLYMOUTH RESIDENCE
DECEMBER 2014 - JULY 2015
PAUL LUKEZ ARCHITECTURE
44
GREENSBORO RESIDENCE
MAY 2014 - NOVEMBER 2014
PAUL LUKEZ ARCHITECTURE
50
3
AVIAN OBSERVATORY
SPRING 2013
DIGITAL FABRICATION STUDIO
PROFESSORS ANDREW COLOPY AND KEN TRACY
This project was designed and built by Washington University’s Spring 2011 Digital Fabrication studio in partnership with the Audubon Society at Riverlands and the Army Corps of Engineers, in West Alton Missouri. Issues of ergonomics, camouflage, and numerous site-specific challenges such as flooding, and controlled burns of the prairie were all explored in the design of this project. The structure utilizes a Cedar frame that supports 23 removable aluminum sub-frames. The aluminum panels are clad in Richlite, a composite material that is comprised of layers of recycled and sustainably forested paper. Initially, the entire studio developed preliminary massing strategies, but we were then split in to smaller groups. I moved into a group that was responsible for developing ideas about camouflage. Once these design strategies began to coalesce, I shifted in focus to material research. I was heavily involved in proposing viable materials and for ordering most of the materials and components. Towards the project’s conclusion, I kept track of the budget and assisted with much of the actual fabrication and construction.
WEST ALTON MISSOURI
Eleven students took part in the original design studio, they are: Nike Cao, Wassef Dabbousi, Jina Kim, Yu Rong, Yilong Wang, Nash Waters, Hao Wu, Yao Xia, Yu Xhin, Haosheng Zhang, and Andrew Colopy (Instructor), Ken Tracy (Instructor)
5
TAXONOMY & CAMOUFLAGE TYPOLOGIES The project began as a study in typologies similar to how a biologist would create a taxonomy of different animals, using Audubon as our inspiration. These typologies were then assessed based on their advantages and disadvantages, leading to a natural “evolution� of the project where certain typologies were allowed to die off and others were adapted until we arrived at the best solution.
TYPICAL BIRD BLIND
SHIFT OPENINGS
VARY SIZES OF OPENINGS
OPENINGS HIDDEN IN PATTERN
UNIFORM COLOR, AND CONTINUOUS EDGES EMPHASIZES MOTION OF PEOPLE INSIDE BLIND
HOLES ACCOMMODATE DIFFERENT KINDS OF BIRDERS.
7
SITE WORK
SIGHT LINES The site is comprised of flat prairie and farm land with a slight bluff leading down to Heron pond, the primary targe for birders. In order to provide the optimal view of heron pond, we had to text and refine both the elevation and shape of our structure. The effect of elevation on view is below, and the effect of shape on horizontal viewing angles in to the right.
SITE CONSIDERATIONS As described in the sections above, the bluff that was built for the structure helps to mitigate flooding as well as provide a better view. The Cantilever allows birders to see into a small pond south of the levee as well, We also incorporated a new parking lot, gathering area and small trail for the site.
9
TECTONICS AND CONSTRUCTION
SunTuf polycarbonate roof
plastic risers for roof red cedar roof purlins red cedar beams red cedar ceiling purlins perforated aluminum ceiling
aluminum sub-frame
perforated aluminum interior panel colored acrylic CNC-milled richlite red cedar column
11
BALIZA: SCHOOL +
FALL 2012
STUDY ABROAD BUENOS AIRES
PROFESSORS GERARDO CABALLERO
This project proposes a new school for Villa 31, a shanty town within view of one of Buenos Aires’ richest neighborhoods. The new school would use the highway that bisects the villa as a canopy, reclaiming the land underneath and a forming symbolic connection to the city. Each building of the school contains a space at the level of the highway that is dedicated to learning a specific trade. The towers become a part of Buenos Aires’ skyline, and part of many residents’ daily commute, thereby bringing the marginalized members of society in to the daily consciousness of the city.
BUENOS AIRES, ARGENTINA
15
URBAN DESIGN INITIAL PLAN
EXISTING CONNECTIONS
AREAS TO BE REMOVED
NEW PUBLIC SPACE & BUILDING LOCATIONS
POSSIBLE USES The land now claimed by the buildings would create a linked progression of programmed public space.
CONCEPT MODEL The architecture is shapes and develops a hierarchy of public space within the villa.
ORDER OF CONSTRUCTION Each node can be developed at the convenience of the villa’s citizens. They can even be expanded into a network of similarly constructed civic buildings throughout the villa.
ESCUELA PRIMARIA ESCU
ELA
PLAZA 1
SECU
NDA
RIA
JARDIN DE INFANTES
BIBL
O
FI
IOTE C
A
CI
NA
PLAZA 2
CE
NT
RO
DE
PR
O
FE
SI
O
N
PLAZA 3
17
SPATIAL ORGANIZATION Roof Level 24 meters
LEVEL 4 gymnasium
fencing to gaurd against stray balls
Level 4 13 meters
LEVEL 3 trade school Level 3 10 meters
LEVEL 2 cafeteria Level 2 7 meters
steel u-channel supporting slab
LEVEL 1 labs/studios
operable window
glazed partition wall
Level 1 4 meters 0.40m
1m
GROUND LEVEL
Shap slab - prefabricated concrete slab
steel support structure for cladding
perforated corrugated steel cladding steel I beam column
classrooms
Polished concrete floor slab on grade
Level 0 0 meters
ESCUELA SECUNDAR SECCION ‘D’ 1:20
YSIZE XSIZE
A
PLANTA NIVEL 4
PLANTA NIVEL 3
1EACDRSOAIMCP TSE
perforated + corrugated steel panels
B
1EACDRSOAIMCP TSE
1EACDRSOAIMCP TSE
mounting structure for perf. panels 1EACDRSOAIMCP TSE
3
A
1.52
B C
11.8507
D E F G H I
K L
PLANTA NIVEL 2
concrete slabs 1EACDRSOAIMCP TSE
M
1EACDRSOAIMCP TS E
B
J
R24.
7992
rolled I-beams for hanging slabs
R22
.266
3
Columns
PLANTA NIVEL 1 1:200
1EACDRSOAIMCP TSE
1EACDRSOAIMCP TSE
A
GROUND LEVEL PLAN ESCUELA SECUNDARIA classrooms PLANTA BAJA 1:100
19
RADICAL REOCCUPATION
FALL 2013
DEGREE PROJECT
PROFESSOR ADRIAN LUCHINI
This project explores the potential for revitalizing St. Louis’s defunct infrastructure by using the inherent qualities of a structure to radically change the way it is occupied. As a skateboarder uses a park bench, or a rock climber sees a cliff face, this project capitalizes on aspects of MacArthur Bridge that lay outside the bridge’s original design intentions. Its situation on the site, height, and proximity to downtown lay the foundation for making the bridge an excellent climbing gym and hostel. This degree project serves to showcase these inherent qualities of the bridge through a choreography that brings the two structures together to serve a completely new purpose.
ST. LOUIS MISSOURI
23
MOVEMENT AND PERCEPTION TYPICAL OCCUPATION
RADICAL REOCCUPATION
A NEW OCCUPATION THROUGH MOVEMENT Approaching a given context with a new form a new intent, in this case a skateboarder and a loading dock, can create a choreographic response that produces a new way the site can be occupied.
RADICAL REOCCUPATION THROUGH SERIES OF MOVEMENTS
A NEW OCCUPATION THROUGH MOVEMENT In the above photo, Picasso uses three distinct movements to create each different piece of the figure. The figure can be seen as a new occupation for the space of the composition, and is created through a deliberate series of movements.
Pablo Picasso creates a light drawing - life.com
EACH “MOVE” BECOMES SPATIAL This series of movements form an spatial response to the context, exposing new possibilities for architecture that are presented by the existing structure.
25
GROUND LEVEL: MAIN CLIMBING GYM
UP
UP
N
ST S 4TH
T
CHOUTEAU AVE
N
2ND S
T
S BROADWAY
TS
6TH ST
AT IO
7TH ST
GR
A
B
BRIDGE LEVEL: DORMITORY AND OUTDOOR BOULDERING WALL
DOWN
C
C
B
A
DOWN
N
27
TECTONICS AND SECTIONAL RELATIONSHIPS DORMITORY In order to accommodate the nomadic lifestyles many climbers enjoy. The gym offers a place for them to stay over night,
ETFE pillows
steel tube lattice for skin
steel wide flange ribs sleeping partitions concrete cores steel ribbons for climbing wall
SECTIONS A & C The structure is comprised of 17 steel ribs that weave through the bridge, expanding and contracting volumes to accommodate for program. In order to mitigate vibrations from a train that moves though the building, the ribs never touch the original structure.
29
MIT LABORATORY
CAMBRIDGE, MA
LABORATORY AND OFFICES
PAUL LUKEZ ARCHITECTURE
Paul Lukez Architecture was commissioned by the MIT Institute for Medical Engineering & Science to create a new lab space the would encourage innovation and collaboration across a diverse group of researchers and professionals in the medical field. My specific role in this project was to maintain the Revit model; compile a conformed set of drawings after the project was complete and to draw and develop sketches for particular areas while the project was still in development.
CAMBRIDGE, MA
33
PROGRAM
4 5 2
1
2
3
4
1
3
5
35
9
17 4
18
12
7
7
3
9 30
14
13
10
2 29
4
11
1 4
23
4 26
6
24
27 11
11 3
25
10 17 19 17 7 28
9
8 20
16
22 21
10
10
1 2 3 4 5 6 7 8 9 10
MORRISEY BLVD CANAL DAM WITH VLH TURBINES MARINA LIVING BUILDING QUADS CONTINUOUS WETLANDS HYBRID LANDFORM BUILDING FLOATING ARCHITECTURE HARBOR WALK CONSTRUCTED WETLANDS
11 12 13 14 15 16 17 18 19 20
POCKET WETLAND SHELLFISH BEDS EXISTING HOUSING ADAPTIVE BIOSWALES JFK/ U MASS T STOP LIVINGLABS EVENT SPACE HARBOR BRIDGE PEDESTRIAN BRIDGE VEHICLE BRIDGE
21 22 23 24 25 26 27 28 29 30
OBSERVATION TOWER REFLECTING POND JOHN F KENNEDY LIBRARY EDWARD M KENNEDY INSTITUTE UMASS - PRIMARY QUAD UMASS - SECONDARY QUAD UMASS - RESIDENTIAL QUADS SAVIN HILL COVE FERRY AND T TRANSIT STOP LINEAR CANAL PARK
BOSTON LIVING WITH WATER
COMPETITION
PAUL LUKEZ ARCHITECTURE
Paul Lukez Architecture was selected as one of nine semi-finalists to make it to the final round of Boston’s Living With Water competition. PLA led a multidisciplinary team that included ecologists, venture capitalists, engineers, and turbine manufacturers in order to develop a comprehensive master plan for the Columbia Point neighborhood. The plan proposes using a canal and a series of harbors, inlets, and constructed wetlands to spur sustainable growth and development on the peninsula all while supplementing the development with a source of renewable energy.
COLUMBIA POINT, BOSTON, MA
37
URBAN STRATEGIES URBAN DEVELOPMENT STRATEGY Our team proposed using a new canal as an impetus for urban development on Columbia point. The new master plan includes an organized and better connected street grid, with infrastructure for multiple modes of transportation. Added program for the peninsula would include new residences, office blocks and a more cohesive campus for U MASS. Resiliency, and environmentally and financial sustainability were primary considerations in the design.
PROGRAM
POWER GENERATION
TRANSPORTATION
Potential Energy of Reservoir
Fig. 2a high tide
3m 2.5m 2m 1.5m 1m 0.5m 0m
ρwater = 1000kg/m3 g = 9.8m/s2
h3
TURBINES AND THE HYDROKINETIC CANAL h2
h1
n X
low tide J= Vi ρghi TIDAL BARRAGE i=1 3 =(17, )(9.8m/s)(0.5m) Our system of power generation is considered a Tidal Barrage, which includes a resvoir, with two dams at either end.000m The dams incoporate a VLH 000m3 )(9.8m/s)(1.5m) turbine with sluice gates in order to harness the potential energy of the tides as the water enters and exits the canal.+(50, +(200, 000m3 )(9.8m/s)(2.5m)
Fig. 2b
VLH TURBINE
h1 h2 CANAL VOLUME OVER 100 YEARS
h3
=5, 700, 000, 000J
GATES WHILE ‘OPEN’ & ‘CLOSED’ 1 ×
3600000
=1600kW h per 'flush' of the basin ×4
'flushes' into and out of the basin per day
× 365
days/yr
=2,336,000 kW h /yr
V1 = 17, 000m3
lo
l
se
n io
C
at
es
er
at
en
G
G
ce ui
er
2015
Sl
w Po
CANAL VOLUME AND FLOW RATE
b2
high tide
tide
High Tide
mean sea level
h
low tide
basin
Water Height
V3 = 130 , 000m3
d
Two-way Tidal Power Generation:GENERATION TWO WAY POWER
V2 = 50, 000m3
Fig. 2. In 2015, the power available from falling water in the reservoir can be estimated by dividing the volume into 1 meter thick ‘slabs’ and summing their potential energy. The horizontal cross sectional area of the channel increases with increasing elevation. In the year 2100, the additional volume stored in the salt marshes along the west edge of the channel will vary depending on the size of the connection to the channel, as described in Fig. 3.
b1
head
Mean Sea Level Change in volume of canal (2015):
Low Tide
Maximum volumetric flow rate:
h = 3.5m
v = 0.26 m/s
b1 = 28m
A = 89m m2
b2 = 31m l = 650m
Flood
Ebb
Flood
Ebb
Flood A = h(
Time
b1 + b2 ) 2 28m + 31m ) = 89m2 2
A = 3.0m(
V = Al
Q = v .A
V = 89m2 (650m) = 58, 000m3
Q = 0.26 m/s . 89m m2 = 23m m3/s
Fig. 4. (not to scale) To generate power during both directions of tidal flow, we can close the sluice gates until there is a difference in the height of the water in the basin and in the ocean.
39
LIVING BUILDINGS CONCEPT LIVING BUILDING CHALLENGE AND INVESTMENT The canal would be flanked on each side by six to eight story mixed use quads. Each quad would adhere to the seven tenants of the Living Building Challenge (LBC): place, water, energy, health and happiness, materials, equity, and beauty. These strict requirements of the LBC would end up being a major draw for investors as the increased because they would prove to be incredibly resilient and, in combination with the canal, generate a surplus of energy, making them both inherently proftiable and low-risk.
PUBLIC
PRIVATE
BEAUTY & MATERIALS
ENERGY
GLAZING
SECOND SKIN
EQUITY
RENEWABLES
PLACE AND HEALTH
COMPLETE
WATER
ECOLOGY AND LANDSCAPE LANDSCAPE STRATEGIES This development would restore 232 hectares of salt marsh, and 63 acres of oyster beds in order to provide a buffer and filter for the waters around Columbia Point. In addition, to the salt marshes, a combination of tidal pools and terraced would work to divert, filter, and store the water of the rising tides. The introduction of a new intertidal breakwater would provide valuabl parklands to UMASS while diverting sediment away from the proposed channel. TERRACED BIOREMEDIATION WETLANDS
Biodiversity Fresh water wetlands and salt marshes are incredibly rich biotic environments, providing habitat for an estimated 40% of plant and animal species worldwide, despite only accounting for approximately 6% of the earth’s land area. The addition of this type of ecosystem to the urban environment will benefit the health of plant and animal communities far beyond its borders while providing a unique and compelling urban landscape experience for visitors to explore.
Freshwater Wetlands
Salt Marshes Effluent from the terraced wetlands is released into a ‘captured’ salt marsh, which exchanges salt water with the canal at a carefully calibrated rate via engineered culverts beneath the walkway in the canal wall. The plant and animal species that inhabit salt marshes are uniquely adapted to variable water levels and provide an important primary defense against rising sea levels and storm surge.
This continuous array of terraced bioremediation wetlands is both horizontally and vertically integrated, improving water storage capacity and water treatment effectiveness. Wetland plants and microbes act in concert to process excess nutrient loads, break down organic compounds and sequester heavy metals. This powerful ecological machine has a proven track record of treating gray and even black water to EPA standards for release back into natural water bodies. This system extends all the way to Patten’s Cove, providing a critical cleansing mechanism before waste and storm water is released into the bay.
Terraced Bioremediation Wetlands
Splash Zone Algae and other intertidal plants that support an entire food chain of animals grow in abundant sunlight found at shallow depths.
High Intertidal Zone This area is covered by water at high tide but otherwise exposed. As sea levels rise, marine life inhabiting the low and mid intertidal zones will migrate upwards and the irregularities in elevation along this zone will form the tide pools of the future.
Salt Marsh
University of Massachusetts Boston Living Lab A recreational trail, molded to the varied topography that forms this coastal edge, interweaves the rocky and undulating landforms, meandering to and fro along the coastline, much like the tides themselves. The experiential quality of this landscape engages with the rich biodiversity of the tide pool habitat, forming a living lab for the residents of the Dorchester Bay area. A hybrid dike-building edges this rich ecosystem, providing additional storm surge protection for inland areas.
Mid Intertidal Zone This area is covered and uncovered twice daily by the fluctuations in the tides and is characterized by an abundance of barnacles.
Low Intertidal Zone Wave action supplies fresh nutrients and oxygen to the marine life inhabiting the low intertidal zones.
Integrated Environmental Defense 41
PLYMOUTH RESIDENCE
PLYMOUTH, MA
PRIVATE RESIDENCE
PAUL LUKEZ ARCHITECTURE
The Manomet Residence is a quiet cliff side residence nestled overlooking cape cod bay. The house has a subtle form, with its roofs stepping down to anchor the house in it’s context and provide it with a comfortable, and approachable scale. Clean and thoughtful details exude the project’s high level of resolution and craftsmanship.
PLYMOUTH, MA
45
SECTIONS & PLANS FIRST FLOOR PLAN
K
1310 BROADWAY SUITE
SOMERVILLE, MA 0214
DECK 107
TEL:617-628-9160 FAX:617-628-9860 WWW.LUKEZ.COM
59.67' NEW AND EXISTING BLUE STONE PAVERS OVER STONE DUST; TYP
J
106B
106A
106C
60.25' SITTING RM 106
106E
CLIENT
49 MANOMET AVEU
BLUE STONE SLAB AT SHOWER - DRAINAGE TBD 106D
49 MANOMET AVENUE PLYMOTH, MA 02345
CONSULTANTS
BLUE STONE SLAB BOARDER FLUSH WITH GRADE
H
Stru www 30 Sh Chel
Scott E 978-86 snelso
EXG STEPS TO REMAIN 105B
105A
105B W-06
LIVING RM 105
(11" FINISH TREAD INCL. NOSING)
17R @ 7 5/16"/R VIF
UP
G
SHOWER 108
108 W-18
F
58.75'
EXISTING TREE TO REMAIN
DINING AREA 104
W-14
PORCH 109
DN
E
59.75'
WOOD DECK STAIR AND RAILINGS
100
W-18
101
60.25'
4 A6.12
BATH 101
ENTRY 100
101A
W-08
SEAL
6
A6.10 58.75'
D
103
KITCHEN 102
C
EXG EXTERIOR WALL TO REMAIN PROTECT DURING CONSTRUCTION
STUDY 103
PROJECT NAME:
W-10
49 MANOMET W-07
W-07
PACKAGE DESCRIPTION:
W-09
B
PROJECT NUMBER:
13
ORIGINAL ISSUE DATE:
N
DRAWN BY:
RD
CHK'D BY:
PL
SHEET TITLE
1ST FLOO A
1
FIRST FLOOR PLAN
SHEET NO.
A1.
1/4" = 1'-0"
EAST-WEST SECTION 1
2
3
4
5
6
7
8
9
10
11
12
13
14
K
1310 BROADWAY SUITE
SOMERVILLE, MA 0214 TEL:617-628-9160 FAX:617-628-9860 WWW.LUKEZ.COM
J
CLIENT
49 MANOMET AVEU 49 MANOMET AVENUE PLYMOTH, MA 02345
CONSULTANTS
Stru www 30 Sh Chel
H
Scott E 978-86 snelso
G
F
E
SEAL
D
C
PROJECT NAME:
49 MANOMET PACKAGE DESCRIPTION:
B
PROJECT NUMBER:
13
ORIGINAL ISSUE DATE:
N
DRAWN BY:
RD
CHK'D BY:
PL
ELEVATIONS FEAST ELEVATION
SY
CL OF ROOF
1
K
06 A10.00
1'-3"
30
6
8
1
J
8
02 A10.01
10 ALIGN
11
ALIGN
6
29
11
3
CL OF ROOF
-A10.--
H
1'-3"
5
03 A10.01
5
W-16
1
W-04
1
14 ALIGN
5
06 A10.00
3
4
28 30
19
G
30
106B
30
106A
7 W-18
106C
3
26
11
46
F
2 A4.30
24
28
28
43
32
48
18
17
E
1
OCEAN ELEVATION (E) 1/4" = 1'-0"
D 10
1
O
11
F
2
1 21
C
35 43 29
100
19
B 3 28 32
A
2
OCEAN ELEVATION (E) 1/4" = 1'-0" 1
2
3
4
5
6
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8
9
10
11
12
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CRB & SCREEN @ 1ST& BSMNT
DETAILS WHITE OAK HANDRAIL - OAK POINT - #C3
K
WHITE OAK BALUSTERS - IDEAL STAIR PARTS - #A 5040
CURB AT STAIR
1310 BROADWAY SUITE 104 SOMERVILLE, MA 02144
PAINT GRADE WOOD POST
TEL:617-628-9160 FAX:617-628-9860
1X PAINT GRADE WOOD TRIM - MITER CORNERS
J
CLIENT
1X PAINT GRADE WOOD STRINGER BOARD 1
8"
WWW.LUKEZ.COM
8" VIF
3"
49 MANOMET AVEUNE REALTY TRUST
X 1 8" QUIRK
49 MANOMET AVENUE PLYMOTH, MA 02345
2"
BLUE BOARD W/ PLASTER FINISH 1X PAINT GRADE WOOD REVEAL W/ 3 8" RECESS
2X CARRIAGE 1
8"
X 1 8" QUIRK
Structural Response LLC www.structuralresponse.com 30 Shedd Lane Chelmsford, Ma 01824
CL
Scott E. Nelson, P.E. 978-866-4249 (phone) snelson@structuralresponse.com
1x PAINT GRADE WOOD CAP.
SPACER
SCREEN BOARDS CONNECTED BY MORTISE AND TENON
1X PAINT GRADE WOOD TRIM BOARD
G
CONSULTANTS
EQ
H
1'-0"
1
CONTINUOUS BLOCKING AS REQUIRED
CL
1 " 2
BLUE BOARD W/ PLASTER FINISH & "J" BEAD
1X PAINT GRADE WOOD BOARD FOR SCREEN 1'-0"
SCREEN BOARDS CONNECTED BY MORTISE AND TENON
1" E
1x PAINT GRADE WOOD CAP.
1X PAINT GRADE WOOD FAUX COLUMN EXTERIOR W/ MITERED CORNERS
1X PAINT GRADE WOOD REVEAL W/ 3 8" RECESS
ALIGN EQ
SEAL
1X PAINT GRADE WOOD CURB W/ DETAIL TO MATCH TYP. BASE
VIF
VIF
3/4"
1X PAINT GRADE WOOD REVEAL W/ 3 8 " RECESS
D
CL
1X1 PAINT GRADE WOOD DOWEL
1-1/2" = 1'-0"
RISER
DETAIL@ STRINGER & BALUSTER
3" = 1'-0"
ALIGN
3
HANDRAIL @ 3RD AND 2ND FLR - TOP
FIRST
1
1X PAINT GRADE WOOD DOWEL
ALIGN W/
F
EQ
1X PAINT GRADE WOOD REVEAL W/ 3 8" RECESS
DETAIL TO MATCH TYP. RISER
WHITE OAK TREAD TO MATCH FINISH FLOOR
EQ
CL
9
16"
2X4 BLOCKING
NOSING RADIUS 1X PAINT GRADE WOOD RISER PROJECT NAME:
C
BASEMENT OVERHANG 1 2"
PACKAGE DESCRIPTION:
RISER DETAIL TO MATCH WALL BASE
BLUE BOARD W/ PLASTER FINISH
B
49 MANOMET RESIDENCE
FRAMED OPENING (SEE STRUCTURAL DRAWINGS)
1x PAINT GRADE WOOD CAP
PAINTED SOLID WOOD RISER
1x PAINT GRADE WOOD DOWEL 1x PAINT GRADE WOOD SCREEN
PROJECT NUMBER:
1331
ORIGINAL ISSUE DATE:
NOVEMBER 3, 2014
DRAWN BY:
RD, JM, AM
CHK'D BY:
PL
SHEET TITLE
STAIR DETAILS A
2
5
PLAN OF SCREEN
4
STAIR NOSING DETAIL
1-1/2" = 1'-0"
K
2
3
4
5
6
8
9
HIGH TEMP ICE AND WATER SHEILD - 30" UP WALL 11
10
1310 BROADWAY SUITE 104 SOMERVILLE, MA 02144 TEL:617-628-9160 FAX:617-628-9860 WWW.LUKEZ.COM
HIGH TEMP ICE AND WATER SHEILD
CLIENT
" ROOF SHEATHING
FLASHING 8"
14
1" STANDING SEAM COPPER ROOF
BLUE BOARD TYP.
GRACE ICE & WATER SHIELD - 30" ABOVE ROOF
5
13
2x12 BLOCKING AS NEEDED HURRICANE TIES AND SLOPABLE HANGER; AS REQ'D LEDGER BOARD
SPRAY FOAM INSULATION
J
12
COPPER FLASHING
CLAP BOARD CEDAR SIDING
2"
A8.04
1-1/2" = 1'-0"
7
1" STANDING SEAM COPPER ROOF
1
DETAIL @ CURB & SCREEN WALL
3" = 1'-0"
1
SHEET NO.
2 X 12 RAFTER SEE STRUCTURAL
ZIPWALL SHEATHING
49 MANOMET AVEUNE 49 MANOMET AVENUE
36" SIMPSON STRAP CONNECTING RAFTER TO SUPPORT BEAM
2x12 BLOCKING SLOPED 2x12 LEDGER BOARD
PLYMOTH, MA 02345
(3) 2 X 10 CONCEALED BEAMS SEE STRUCTURAL
1'-0"
H
CONSULTANTS
Structur
2x12 BLOCKING 1x4 V-JOINT VERTICAL CEDAR SIDING OVER GRACE ICE AND WATER SHIELD 1x4 FACIA TRIM GRACE ICE & WATER SHIELD
K
1x4 V-JOINT VERTICAL CEDAR SIDING OVER www.str GRACE ICE AND WATER SHIELD 30 SHIELD Shedd GRACE ICE & WATER
Chelmsf
5" HALF ROUND COPPER GUTTER ASSEMBLY ON ADJUSTABLE FLASHINGBRACKET 1
1
8"
DRIP EDGE HURRICANE TIES AS REQ'D
5
STRIP VENT
CLAP BOARD POST WHITEPER CEDAR SIDING STRUCTURAL W/ 1x VENEER
G
1
3
CONNECTION OF ENTRY ROOF TO BLDG EAVES
8"
ZIPWALL SHEATHING
WHITE CEDAR SHINGLES
2'-2 3/4"
SPRAY FOAM INSULATION
SPRAY FOAM INSULATION " SOLID FIR TONGUE & GROOVE BEAD BOARD SOFFIT RUNNING 1 " BLUE BOARD TYP. NORTH/SOUTH 2
J
F
SHEATHING 8"3ZIPWALL 4" x 1" PLASTIC SOFFIT
FLASHING Scott E. Ne 978-866-42 DRIP EDGE snelson@st
5/4 X 4 TRIM WITH CUSTOM SILL TO MATCH WINDOW SILL
5/4 X 4 TRIM WITH CUSTOM SILL TO MATCH 1x12 FACIA TRIM WINDOW SILL 5
8"
1 " 2
BLUE BOARD TYP.
PORCH ROOF AT BASEMENT DOORS
1-0"=1-0'
1-0"=1-0'
H CORNER OF HOUSE BEYOND
4 X 4 POST - SEE STRUCTURAL
COPPER FLASHING
E
SIMPSON STRONG-TIE CPTZ CONCEALED POST BASE
1
1" STANDING SEAM COPPER ROOF HIGH TEMP ICE AND WATER SHEILD
1X CEMENT BOARD TRIM (SMOOTH)
TRANSIT
05 /12 / 15 PORCH AN
BLUE STONE CAP
1-1/2"=1-0'
1-1/2"=1-0' 4"
2x12 RAFTER - SEE STRUCTURAL 36" SIMPSON STRAP CONNECTING RAFTER TO SUPPORT BEAM
SEAL ELEVATED 8" CONCRETE MECH PIT WALL (EAST AND SOUTH WALLS ONLY NORTH AND WEST WALLS FLUSH WITH GRADE) WITH PARGE FINISH - COLOR TBD SPRAY FOAM INSULATION
G 1x4 FACIA TRIM
D
2
TRANSITION AT VERT. & HORIZ. SIDING
" ROOF SHEATHING
2 X10 BLOCKING 1x12 FACIA TRIM
SPRAY FOAM INSULATIO
2x12 RAFTER (SEE STRUCTURAL DRAWING
1" STANDING SEAM COPPER ROO
HIGH TEMP ICE AND WATER SHEIL
2x12 RAFTER (SEE STRUCTURAL DRAWINGS)
GRAVEL & STONE DUST 1" STANDING SEAM COPPER ROOF
5
BLUE STONE PAVER
C
5
8"
ROOF SHEATHING
F 3
x 1" PLASTIC SOFFIT STRIP VENT
B
3
" SOLID FIR TONGUE & GROOVE BEADBOARD SOFFIT RUNNING NORTH/SOUTH
2
1x2 TR
3/4"
4
1-0"=1-0' 3
4
5
6
7
D
NOVEM
DRAWN BY:
RD, JM
5
8"
ZIPWALL SHEATHIN
SPRAY FOAM INSULATIO
AIR
SHEET TITLE
GAP
1 2"
MECH PIT
2
ORIGINAL ISSUE DATE:
CHK'D BY: GRACE ICE & WATERPL SHIEL
E
SECTION AT ROOF OVER ENTRY 1
x 1" PLASTIC SOFFIT STRIP VEN
1331 PROJECT NUMBER: 1x4 V-JOINT VERTICAL CEDAR SIDING OVE GRACE ICE AND WATER SHIEL
BEAD-BOARD SOFFIT RUNNING NORTH/SOUTH ON ALL SIDES
4 X 4 POST PER STRUCTURAL W/ 5/4 TRIM CLADDING - POST ON 22" "SONOTUBE-BIGFOOT" WHERE APPLICABLE
4"
BEAD-BOARD SOFFIT RUNNIN PACKAGE DESCRIPTION: NORTH/SOUTH ON ALL SIDES - PAINT / SEA ALL EXPOSED EDGE
4" x 1" PLASTIC SOFFIT STRIP VENT
TRIM AT COLUMN TOP; TYP.
A
1x12 FACIA TRI
REMOVABLE WOOD 6" HALF ROUND COPPER GUTTER ASSEMBLY ON DECKING PANELS ADJUSTABLE BRACKET (WHERE APPLICABLE) (PROVIDE PROPER VENTILATION FOR MECH 1x12 FACIA TRIM UNITS AND GENERATOR)
2'-2 3/4"
HURRICANE TIES AS REQ'D
1x4 FACIA TR
49 MANOMET R 3
1x4 FACIA TRIM
(3) 2 X 10 BEAMS SEE STRUCTURAL
ROOF SHEATHIN
PROJECT NAME:
2x12 BLOCKING
4"
8"
2x12 BLOCKING - PAINT / SEA EXPOSED EDGE
1'-6"
4"
HIGH TEMP GRACE ICE AND WATER SHEILD
8
COLUMN FOOTING (TYP.)
4
3-0"=1-0'
10
1-1/2"=1-0'
SPRAY FOAM INSULATION 2x12 RAFTER (SEE STRUCTURAL DRAWINGS) 1" STANDING SEAM COPPER ROOF
EXTERIOR DE
SHEET NO.
5
EVE WITH GUTTER (TYP.) 9
BLUE BOARD WITH PLASTER SKIM COA TY
11
12
13
EVEA10.0 AT V
14
1-1/2"=1-0'
5
8"
ZIPWALL SHEATHI
CLAP BOARD WHITE CEDAR SIDI
SPRAY FOAM INSULATI 1
HIGH TEMP ICE AND WATER SHEILD 5
C
8"
2"
GYP. BD T
ROOF SHEATHING
FLASHI
2x12 BLOCKING 5
49
GREENSBORO RESIDENCE
GREENSBORO, NC
PRIVATE RESIDENCE
PAUL LUKEZ ARCHITECTURE
Our clients asked us to design a contemporary house to fit comfortably in to their traditional North Carolina neighborhood. We used a traditional courtyard plan as the basic parti and developed a project rich with innovative contemporary detail within a conservative yet comfortable form. The glazed courtyard acts to transition the scale of the landscape at large to the scale of the house as well as visually connect space within the home, creating a complex yet comfortable relationship between exterior and interior.
GREENSBORO , NC
51
SECTIONS & PLANS FIRST FLOOR PLAN 1310 BROADWAY SUITE 104 SOMERVILLE, MA 02144
02 A5.10
1
01 A5.20
A4.20
TEL:617-628-9160 FAX:617-628-9860 WWW.LUKEZ.COM
HALF WALL
3'-6"X 3'-9" EGRESS HATCH & LADDER
CLIENT METAL GRATE
ANITA AND GARY GRAHAM
EXTERIOR PATIO 117
REF
2109 LAFAYETTE AVE GREENSBORO, NC 27408
DN DN 20" HEARTH EXTENSION
CONSULTANTS
DW
MEP: CONSULTING ENGINEERING
MUD ROOM B 116 KITCHEN 114
FAMILY ROOM 113
MW
WILLIAM G. ROBINSON JR. 3512 Vest Mill Road, Suite C Winston Salem, NC 27103 Phone: 336-765-8780 Fax 336-765-9520
SITTING ROOM 115
DW
WC 112
STRUCTURAL: SKA CONSULTING ENGINEERS GREENSBORO OFFICE. 300 Pomona Drive Greensboro, North Carolina 27407
PANTRY 111
FZR
336.855.0993
MECH FLUE
REF
www.SKAENG.com
9 R @6"/R 8 t @1'
DN
HALL NORTH 104
HALL WEST 103
DINING ROOM 105
FOYER EAST 101
ENTRY COURT 100
1 A4.60
2
1 A4.00
A4.60
3
STEP
A4.60
EXTERIOR COURTYARD 110
CANOPY OVERHEAD
DN
BALCONY OVERHEAD
HALL SOUTH 102
9 R @6"/R 8 t @1'
UP CLO 119
9 R @7.66"/R 8 t @10"/T = 6'8"
CLO 118
STAIR A
LIVING ROOM 109
SEAL
WC 107
MUD ROOM A 108
DN
PROJECT NAME:
GRAHAM RESIDENCE PACKAGE DESCRIPTION:
PERMIT SET PROJECT NUMBER:
1401
ORIGINAL ISSUE DATE: OCTOBER 15, 2014 1 A4.50
DRAWN BY:
DO, JM, LC
CHK'D BY:
PL, CH
SHEET TITLE
SECTION THROUGH COURTYARD
FIRST FLOOR PLAN
FIRST FLOOR PLAN
1
SHEET NO.
A1.10
1/4" = 1'-0" 1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
P
ROOF 533'-6"
1310 BROADWAY SUITE 104
5'-5 5/8"
SOMERVILLE, MA 02144
2 A7.20
TEL:617-628-9160
1 A7.10
FAX:617-628-9860 WWW.LUKEZ.COM
N 15'-5 5/8"
CLIENT
10'-0"
ANITA AND GARY GRA HALLWAY AROUND COURTYARD
2109 LAFAYETTE AVE
PLAY ROOM
GREENSBORO, NC 27408
M
1'-6"
SECOND FLOOR 518'-0"
L
MEP: 10'-0"
11'-6"
CONSULTANTS
CONSULTING ENGIN HALLWAY AROUND COURTYARD
WILLIAM G. ROBINSON JR. 3512 Vest Mill Road, Suite C Winston Salem, NC 27103 Phone: 336-765-8780 Fax 336-765-9520
1'-6"
FIRST FLOOR 506'-6"
DINING ROOM
STRUCTURAL: SKA CONSULTING E
K
GREENSBORO OFFICE. 300 Pomona Drive
J
10'-0"
11'-6"
Greensboro, North Carolina 27407 336.855.0993 www.SKAENG.com
MEDIA ROOM
BASEMENT 495'-0"
H
SECTION 1 1/4" = 1'-0"
G
/8"
ROOF 533'-6"
1
DETAILS P
WALL SECTION THROUGH REAR PERGOLA
WALL SECTION AT COURTYARD
N
5'-6" 1'-0"
ALIGN
8'-0"
RAINSCREEN PANEL 3/4" AIR GAP
2x6 STUD
SEE STRUCT.
3/4" AIR GAP RIGID INSUL.
BATT INSUL. IN 2x6 STUD 5/8" SHEATHING
1/2" GYP. BD
SEE STRUCT.
RAINSCREEN PANEL
RIGID INSUL.
BATT INSUL. IN 2x6 STUD 1/2" GYP. BD
8'-0"
SEE STRUCT.
7'-0"
5/8" SHEATHING
2x6 STUD
FINISHED CEILING TBD
SEE STRUCT.
7'-0"
RIGID INSUL.
12
ALIGN
WOOD SOFFIT
FINISHED CEILING TBD
3/4" AIR GAP
RIGID INSUL.
1 58
BATT INSUL.
WOOD SOFFIT
5/8" SHEATHING
7'-0"
BATT INSUL.
RAINSCREEN PANEL
3/4" AIR GAP
K
7'-0"
1'-0"
2'-0" R.O.
15'-6" 10'-0"
10'-0"
ALIGN
8'-0"
12
2'-0"
2'-0"
1'-0"
1'-0" 2'-0" R.O.
15'-6"
WOOD SOFFIT ALIGN
5 12
12
1 58
RAINSCREEN PANEL
12
5 12
BATT INSUL. IN 2x6 STUD
WOOD SOFFIT
℄
RUBBER ROOF
ICYNENE INSUL. TYP.
BATT INSUL. IN 2x6 STUD
L
RUBBER ROOF
5'-6"
ICYNENE INSUL. TYP.
8'-0"
M
℄
WOOD TRIM
5'-6"
5'-6"
WOOD TRIM
5/8" SHEATHING
2x6 STUD
2x6 STUD
6'-10" R.O.
G
1'-6" 8" 1'-6" R.O. 1'-0"
1'-0" MAX SOFFIT DEPTH
1'-0" MAX SOFFIT DEPTH
FLOOR TRUSS, SEE STRUCT.
SEE STRUCT. TYP.
6'-10" R.O.
SEE STRUCT. TYP.
10'-0"
11'-6"
SEE STRUCT. TYP.
10'-0"
11'-6"
SEE STRUCT. TYP.
BATT INSUL. IN 2x6 STUD 1/2" GYP. BD
FLOOR TRUSS, SEE STRUCT.
11'-6"
FLOOR TRUSS, SEE STRUCT. FINISH CEILING TBD
H
11'-6"
1/2" GYP. BD
SEE STRUCT. TYP.
SEE STRUCT. TYP.
10'-0"
1'-6" FLOOR TRUSS, SEE STRUCT. FINISH CEILING TBD
10'-0"
BATT INSUL. IN 2x6 STUD
8" 1'-6" R.O. 1'-0"
1'-6"
1'-6"
J
SEE STRUCT. TYP.
SEE STRUCT. TYP.
1'-6"
1'-6"
F
1'-6"
1'-6"
COLUMN CLADDING
1'-0" MAX SOFFIT DEPTH
SEE STRUCT. TYP.
1'-0" MAX SOFFIT DEPTH
SEE STRUCT. TYP.
RIGID INSUL.
11'-6"
RIGID INSUL.
2x4 STUD
2x4 STUD
1/2" GYP. BD
10'-0"
RIGID INSUL.
RIGID INSUL.
2x4 STUD
D
10'-0"
11'-6"
11'-6"
10'-0"
11'-6"
10'-0"
E
2x4 STUD
1/2" GYP. BD
1/2" GYP. BD
1/2" GYP. BD
C
CONC FOOTING, SEE STRUCT.
CONC FOOTING, SEE STRUCT.
CONC FOOTING, SEE STRUCT.
CONC FOOTING, SEE STRUCT.
B
A
WALL SECTION - WEST WALL SECTION1- WEST 1/2" = 1'-0" 2
1
3
2
4
3
5
4
2 WALL SECTION - COURTYARD WALL SECTION - COURTYARD 53
1
1/2" = 1'-0"
1/2" = 1'-0" 6
5
7
6
8
7
9
8
10
9
11 10
12
11
1/2" = 1'-0" 13 12
LANDSCAPE AERIAL VIEW
PATH TO GARAGE
POOL AND GARAGE
PATH TO GARAGE FRONT ENTRY
LANDSCAPE PLAN
INTERIOR DINING ROOM
SITTING ROOM
55