Roy Cloutier Portfolio
3
CV Four Grids for the Great Plains Truth & Reconciliation Centre Atomizing the Smart City TimberSkin Marking Land Tofino House Gallery for ‘Untitled (Polyester Film)’ Splice Bridge Cliff House Loco House Chrysalis Kingsley Estates Childcare Adler University, Vancouver Campus
. . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
04 06 38 50 60 66 74 78 82 84 88 90 94 98
4
ROY CLOUT IER | CV
education
2013 - 2016 vancouver, bc
may - aug. 2012 berkeley, ca 2008 - 2012 minneapolis, mn
professional experience
feb. 2017-present vancouver, bc
summer 2016; jan-feb. 2017 vancouver, bc summer 2015 west vancouver, bc
june 2014 - may 2015 vancouver, bc
academic experience
summers, 2014 - present vancouver, bc
University of British Columbia — Masters of Architecture President, ARCHUS Student Society, 2014-2015 Chandigarh Studio Abroad, Fall 2015, Chandigarh, India SALA Projects, 2015; Masters of Architecture Awards, 2015; Terry J. Gower Memorial Scholarship, 2015; Werner Forster Memorial Scholarship, 2014. University of California, Berkeley — Summer Institutes: [IN]CITY Intensive program on urban design, urban planning, and sustainability systems. University of Minnesota — Bachelor of Science in Architecture University Honors Program, summa cum laude with distinction Landscape Design and Planning Minor ; Sustainability Studies Minor Cyprus Institute: “Heritage Preservation in Greece and Cyprus,” 2010 Intern Architect — Patkau Architects Form rationalization, design development, and construction documentation for the Thunder Bay Ar t Gallery. Project Designer — PUBLIC Architecture + Communication Design development, representation, and construction documentation for two public institutional projects and the renovation of a restaurant. Project Designer — Lamoureux Architect Schematic design and representation for high-end single-family residential projects in the Greater Vancouver area. Researcher — TimberSkin Lab UBC SALA & UBC Centre for Advanced Wood Processing Collaborated with a team of designers and engineers on the research, design, and construction of digitally-fabricated engineered-timber shell structures. Instructor — ARCH 577: Design & Production with Autodesk Revit UBC School of Architecture and Landscape Architecture (SALA) Wrote and taught a design media and technology course on BIM, specifically centered on Autodesk Revit. Created course material and lesson plans; led lecture, demonstration, and critique sessions; provided feedback and assistance on student work.
5
academic experience (cont.)
jan. - may 2016 vancouver, bc
aug. - dec. 2014 vancouver, bc
july-sept. 2014 vancouver, bc
selected published design work
software proficiency
Teaching Assistant — UBC School of Architecture and Landscape Architecture ENDS 302, Environmental Design Studio II: Constructions Co-taught the second studio in UBC’s undergraduate environmental design program. Led individual and group critiques of student design work as well as targeted instructional sessions on representation and design media. ARCH 515, Design Media I Assisted in teaching Design Media 1, the first course on drawing and representation that incoming SALA students take. Prepared and presented lectures on design and representational media and theory; led class discussions; provided feedback and critique on student work. ARCH 502, Introductor y Workshop Led a team of students in planning and carrying out UBC SALA’s intensive, two-week-long Introductory Workshop for incoming students.
2017
“Architecture After Cultivation: Four Grids for the Great Plains”. 105th Annual Meeting of the Association of Collegiate Schools of Architecture: Detroit, MI, March 23-25. (In collaboration with Nicole Sylvia).
2016
“Marking Land, Bordering Systems”. -SITE Magazine (formerly OnSite Review), vol. 35: “Borders”, 2016.
2016
“Atomizing the Smar t City: Toward a Flexible Infrastructural Urbanism” Infrastructure Space: 5th International Forum for Sustainable Construction, LafargeHolcim Foundation: Detroit, MI, April 7-9.
2015
“An Atlas of Enclave Space” 103rd Annual Meeting of the Association of Collegiate Schools of Architecture: Toronto, ON, March 19-21. Revit + Adaptive Components + Dynamo Rhino + Grasshopper + T-Splines SketchUp 3ds Max +V-Ray + Maxwell Photoshop Illustrator InDesign AutoCAD Vectorworks
6
Four Grids for the Great Plains Masters Thesis | UBC | 2016 In collaboration with Nicole Sylvia Selected for presentation at the Association of Collegiate Schools of Architecture Annual Meeting, 2017 Architects can extend their reach by selectively loosening their grasp—understanding architectural production less as a one-way imposition of will onto and more as a two-way coproduction with the many subjects of architecture. In this sense, architects might learn to operate less like a solitary author and more like a jazz musician—improvising freely off will and agency beyond one’s own. This project—neither interested in a simplistic retreat to autonomy and mastery nor a timid erasure and subordination of the will of the architect—instead asks how architects might resituate the act of ordering. The design portion of the thesis explores this position by adopting the conceptual figure of the Grid as its subject. As perhaps the foremost avatar of architecture’s understandings of control and order, the Grid allows the project to operate simultaneously in both literal and metaphorical space. Taking the form of four speculative narratives, the project asks what new grids—new ways of reconciling order and agency—a co-production approach might itself come to produce. Geographically, the project situates itself in perhaps the foremost example of socio-spatial ordering and grid-making in history—the Jefferson Grid of the United States—specifically sited in the rapidly-transforming, climaticallythreatened agricultural landscapes of the Great Plains. Ultimately, we argue, architectural order can be reoriented to the forces that act both on and in it—the many agencies, human and nonhuman, from which it is assembled. In this way, architecture can learn to tap into a surprising generative potential—both extending its reach and lightening its touch.
Survey Datums and Grid Corrections 7
36
31
32
33
1
6
5
4
12
7
8
13
18
24
19
34
35
36
31
3
2
1
6
9
10
11
12
7
17
16
15
14
13
18
20
21
22
23
24
19
6 miles
1 mile 6 miles (480 chains) (80 chains) (480 chains)
Principal Meridian
25
30
29
28
27 T3S R2E
26
25
30
36
31
32
33
34
35
36
31
6
5
4
3
2
1
6
35
36
31
1
Survey Datums and Grid Corrections
Correction Line
Base Point Base Line Sections (1 sq. mi.) Townships (36 sq. mi.)
Correction Line
1 mile (80 chains)
1 mile 6 miles (80 chains) (480 chains)
Subdivision of a Township
36
31
32
33
34
1
6
5
4
3
2
1
6
12
7
13
18
NE 1/4 SE 1/4 23 (40 acres) 24
19
12
7
8
9
10
NE 1/4 (160 acres) 11
13
18
W17 1/2 (320 acres)
16
15
14
20
21
24
19
25
30
29
28
22 W 1/2 SE 1/4 (80 acres) 27 26
36
31
32
33
34
1
6
30
36
31
1
6
Subdivision of a Section 5
4
3
2
Subdivision of a Township
standard allotment size, Enlarged Homestead Act of 1909 standard allotment size, Sherman's Special Field Orders, No. 15, 1865 Sections (1 sq. mi.)
SE 1/4 25 SE 1/4 (40 acres)
35
standard allotment size, Homestead Act of 1862
8
Narrative I: Saturated Archipelago The first Grid cues itself to the dramatic hydrological shifts caused by a warming climate: increasing drought, violent storms, and intensified flooding. As flooding worsened yet demands for irrigation water continued to rise, farmers near the many small, flood-prone rivers of the region began cultivating a new crop—floodwater itself—harvesting the floods as a source of irrigation water by slowing, storing, and redistributing the floodwater pulse. Settlement thus reorients around a massively-decentralized network of water-retention landscapes, distributed along the many tributaries of the region. These aggregate to form a thick, saturated territory that captures and stores floodwater prior to flow formation—in the process providing an infrastructure for new patterns of inhabitation and alternative economies.
change in flood-drought pulse
9
10
landfor m islands
11
architectural islands
12
dr y uplands, saturated lowlands
13
blue-g reen archipelago
14
Narrative II: Annual Siesta The second Grid operates in the temporal territory of the ‘growing-season gap’: an emerging mid-summer offseason during which temperatures exceed what cash crops can withstand, in effect bifurcating the growing season. In a miniature, localized reinterpretation of winter offseason migrations, the many abandoned quarries dotted across the midwest came to be repurposed by various groups—their pools of captured rainwater, cool stone, and deep, shaded cliffs enticing thermodynamic opportunists of many sorts and species. In one particular quarry, the structure creates an ever-shifting mosaic of thermodynamic conditions—playing an active roof membrane and a terraced landscape of thermal follies against one another. The quarry becomes a continually changing landscape of warm and cool, wet and dry, light and dark, enclosed and open. Within this shifting and intensely varied field of conditions, a multitude of subjects opportunistically roam, seeking out the conditions they desire at any particular moment, coalescing briefly into shared structures—then dissolving again as desires or conditions change. This literal and figurative ‘big tent’ approach that the Siesta provides places farmers, workers, migrating species, local wildlife, and more into a constant interaction and renegotiation—taking ecological risk and transforming it into an opportunity for collectivity and delight.
15
16
bifurcation of the growing season
17
ther mody namic oppor tunism
18
dynamic roof
19
ter raced ground
20
ther modynamic follies
21
ther mal delight
22
Narrative III: ’Belt-Tightening The third narrative centers on farmers ‘tightening their belts’— their Shelterbelts, that is—in response to the looming threat of a second Dust Bowl, as rising temperatures and declining soil moisture threaten the viability of the region’s farms and the 1930s Shelterbelts begin to fail. The new ‘Belts reorient and intensify the Shelterbelt concept: rather than aligned to the abstract order of the Jefferson Grid, cued directly to bioclimatic effects; rather than as a singular intervention, a self-sustaining process of planting, harvesting, and adjustment; rather than merely trees, an open-ended platform for a host of agroforestry-related uses.
the aridity line
23
24
tightening the belts
25
spatio-temporal unfolding
26
hedging the (monofunctional) homestead
27
nomad homestead
28
Narrative IV: Dune Ranch The Nebraska Sandhills—the largest dune field in Nor th America—lay static and dormant beneath a fragile mat of grasslands for hundreds of years. With increasing temperatures due to climate change, however, the dunes began to lose their protective layer of grass and go mobile, continually whipped into new forms by the intense winds of the region. Rather than try to stop the dunes, however, the inhabitants of the dunes sought out ways to work within the logics of the moving dune field—harnessing them to allow inhabitation where none could otherwise exist. Following the ranchers’ lead, these actors began go mobile—nomadically tracking fields of potential as they would appear throughout the shifting field of dunes. Dune Ranch is a triple-entendre: one par t the ranching and herding of dunes themselves by a network of architectural devices, one par t sustaining and transforming the region’s existing cattle-ranching practices in the context of newlymobile dunes, and one par t a play on the idea of a ‘dude ranch’ as a place where urbanites in search of ‘authentic’ proto-rural life can indulge in the rugged pleasures of agroand eco-tourism.
29
30
logics of the migrating dunes
31
operating like a herd of buffalo
32
ranging
33
amplified oases
34
conceptual models | Saturated Archipelago (above), Annual Siesta (below)
35
conceptual models | ‘Belt-Tightening (above), Dune R anch (below)
36
capriccio: New Grids for the Plains
37
38
Truth & Reconciliation Centre Comprehensive Design Studio | UBC | Spring 2014 In collaboration with Alexander Ring Our design for the British Columbia Truth & Reconciliation Centre uses architectural form and materiality to reconcile the many different publics the building must address: survivors of the Residential Schools working with archivists and curators to document and present sensitive histories, students from all around the world passing through on their way to class, scholars researching the schools’ histories, and more. By carefully spatially orchestrating the relations of these groups to one another and to the site, the building seeks to ‘give back’ something to each of these communities while selectively orchestrating moments for contact with one another.
39
40
41
42
43
44
45
46
47
48
49
50
Atomizing the Smart City Chandigarh Urban Design Studio | UBC | Fall 2015 Finalist, HolcimLafarge Infrastructure Space Competition, 2016 Presented at the Association of Collegiate Schools of Architecture Annual Meeting, 2016 Scrupulously maintaining the stated goals of the ‘Smar t City’ while radically intervening in its methods, technologies, and architectures, this project overlays onto the Corbusian diagram of Chandigarh’s urban structure a new network—one primed for the social and ecological challenges of the 21st century. The project redirects investment in resource production to also provide space for the city’s marginalized informal occupants, in both cases actively encouraging and harnessing the entrepreneurial creativity of the city’s denizens. The decentralized urbanism that results emphasizes flexible systems of building and unbuilding over a desire for fixed, singular intervention—in shor t, a Smar t City gone live.
51
52
the Modi administration’s Smart City proposal One hundred ‘Smart Cities’, built on greenfield sites between existing urban centers—an escapism that rejects and abandons existing megacities in favor of elite enclaves. How else might the ‘smart city’ come to exist?
Chandigarh Delhi
250 million more urban inhabitants by 2030
Kolkata Mumbai
Chennai
Corridor linear infrastructures graft onto the mid-sector greenways, forming a mesh of mobility and resource availability overlaid onto the Corbusian logic of Chandigarh’s sectoral grid
grey grid mass transit corridors ‘heavy’ mobility and goods transport
green grid distributed resource production alternative mobilities
53
Conduit infrastructural conduits along greenways allow individual resource-units to be added, modified, deleted or duplicated, all the while reinforcing the clarity of the urban form
Madhya Marg corridor: mid-sector metro stations link to greenway conduits
Sector 18 greenway
54
Canopy linked by the conduits, a fleet of canopy-structures mediates changing use and occupation over time, growing, taking on new forms, or contracting as needed
55
variable form
56
increment | variation
57
addition | subtraction
58
59
60
Timber Shell Structures Research TimberSkin Lab | UBC | 2014-2015 Roy Cloutier, design and computation; Thomas Gaudin, computational structural analysis; Alexandra Cheng, structural connection design; Jessica Hunter, fabrication; Prof. AnnaLisa Meyboom, team lead In collaboration with UBC’s Centre for Advanced Wood Processing, this research project explored the potentials of advanced methods of digital fabrication for mass-timber shell structures. The design research developed and explored three main systems: doubly-curved cross-laminated timber (CLT) panel systems, ruled-surface/lapped-panel systems, and foldedplate systems. For each of the three systems, the project explored inherent geometric proper ties and limitations, methods of fabrication and the resulting constraints, and potential design applications.Through the exploration, new digital, physical, and representational tools were developed to help designers work with complex form in mass-timber systems, in turn opening new formal and expressive realms to design.
61
I. doubly-curved panels
II. ruled surface / lapped panels
III. folded plate
62
63
64
II. Ruled Surfaces / Lapped Panels
65
lapped-panel ‘band-shells’ (multiple generating plan curves)
III. Folded Plate
66
Marking Land Asset Urbanism Studio | UBC | Fall 2014 SALA Projects 2015, Professor’s Choice Published in CLOG Journal #13: ‘LANDMARK’ Published in the Journal of Architectural Education #69:2 Published in -SITE Magazine #35, ‘Borders’ During moments of financial and architectural irrational exuberance—moments when everyday logics stretch to and beyond their breaking points—what are typically very abstract systems become inscribed upon the landscape in a profoundly tangible way: land marks in both literal and figurative senses. Sited in the material manifestation of one such dramatic lapse—Ascaya, a half-finished housing development in the mountains south of Las Vegas, abandoned during the Great Recession—this project speculates on the role of architecture in bringing into focus the intangible, abstract financial patterns that shape our world. In Ascaya, the terraced, barren landscapes preserved by the project serve as an alien, sublime, sobering counterpoint to the familiar, lush carpet of suburbanization surrounding it. By thickening and inhabiting this boundary, the project creates a space of confrontation that directly and viscerally engages the body with the effects of abstract financial forces vastly beyond human scale — in turn allowing individuals an oppor tunity to form an intensified awareness of the global financial system and its effects. In this case, the land-marking has been done for us—one needs only to preserve it.
67
68
Landscapes of Foreclosure: Ascaya, NV
2004-2008 p re pa ra t i o n o f si t e
$200,000,000+ sp e nt o n e xca va t i o n a nd i nf ra st r u ct u re p re - 2 0 0 8
15,000,000 cu. yd. o f e a r t h bl a st e d , e xca va t e d a nd re m ove d
2008+ si t e l a y s va ca nt
Selective Preservation
L a s Ve g a s S t r i p
Ascaya
foreclosed homes
69
program
preservation
site
70
Inhabiting the Limit
Habitations
71
72
73
74
Tofino House Exploring Space Studio | UBC | Fall 2013 Perched on a rugged clifftop site overlooking the Pacific Ocean, the Tofino House uses minimal architectural means to create a multitude of varied conditions of enclosure and exposure. The project creates diversity from a simple spatial figure: two heavy masonry shells, one inside the other, nestled within a third ‘ground shell’ that resists the slope of the site. Circulation spirals up the interstitial space between the shells, while the main program elements—studio, kitchen, living, and bedroom, from bottom to top—occupy the inner shell. The shells are then selectively opened to the outside, with the openings aligning and misaligning to create a wide variety of spatial conditions. These openings and the leftover (noncirculation) interstitial spaces are then occupied with a variety of incidental programs: window seat, balcony, dressing room, storage, double-height space, and garden.
75
76
UP UP
UP
UP
2 A-05
4 A-04
3 A-04
1 A-05
3_bedroom; stair to roof balcony
28 28
UP
27 28 27
27 27
27 27 F5 58' - 0"
F5 58' - 0"
27
28 27
27
27
27
F4 47' - 6"
F4 47' - 6"
27 UP
28
UP F3 37' - 0"
28 28 UP
28
27
27
27 UP
F3 37' - 0"
F2 27' - 1 1/4"
F2 27' - 1 1/4"
F1 16' - 0"
F1 16' - 0"
27 27
49 49
27
28
27 27
Section 3 * SKYLIGHT AND MIDDLE 1/2" = 1'-0"
49
22
52
48
48
24
48
26 26
22 23 24
22
26
24 23
26
24
26 26
1_kitchen & dining
27 27
28 28
26 UP
27
26
UP
29 29
30 28 30
26 27
UP
31 29 31 32 30 28 32
31 29
26
UP
27
32 30 28 29
UP
30
31 32
0_studio; exit to ocean
50
49
23
26
25 UP
4848
51
2424
25
24
UP
23 23
27
48
27
26 24
UP
25
22 22
27
26 24 24
UP
49
27
48
28 UP
Section 6 * STAIRS 1/2" = 1'-0"
27
26 26
25 25
2
48 48
2_living; entry from ridge
1
48
UP
5_roof deck and prow
31 32
0' - 7"
MODULE
77
1/4" HOT ROLLED STEEL STAIR, INSERTED BETWEEN BRICKS IN PLACE OF MORTAR
0' - 4 1/4" PETERSEN BRICK VENEER 1' - 3"
4' - 0"
1' - 6 3/4"
0' - 0 1/4" AIR GAP
0' - 6" METAL STUD W/ BATT INS.
0' - 2" XPS
0' - 0 1/2" PLYWOOD SHEATHING
0' - 4 1/4" PETERSEN BRICK VENEER 0' - 1 1/2" AIR GAP
78
Gallery for ‘Untitled (Polyester Film)’ Exploring Space Studio | UBC | Fall 2013 The premise of this project was to design a single-room gallery specifically for one par ticular piece of ar t—in my case, Tara Donovan’s work “Untitled (Polyester Film).” In the piece, four-foot deep rolls of polyester are folded onto themselves, creating a flitting, ever-changing perspectival effect coupled with a complex play of reflected light and translucency. These I redeployed in my design via a rectilinear array of laterally-oriented high-density polyethylene (HDPE) fins with a curvilinear space carved from their center. As the visitor approaches the pavilion and circumambulates the piece, the relation of the two geometries creates an ever-shifting pattern of visibility and occlusion, much as in the original ar twork.
79
80
consistent
varied
patterned varied perspectival effects
81
82
Splice Bridge Architectural Structures II / UBC / Spring 2014
2 A-03
91
00 0
1 A-03
56
1 A-01
36
Splice Bridge redeploys a technique common in Norwegian bridge-building in which large glulam members are themselves laminated together laterally to create a bridge deck. This technique is exploited by varying the depths of the members throughout the length of the bridge, allowing it to remain structurally sound while taking on an irregular, asymmetrical plan form. The bridge railings delaminate twice over: once, creating an irregular, stepped edge to open up transverse views and stopping points, and a second time, becoming thin fins to expose lateral views.
40
67
67
00
900
300
550
83
84
Wall House The Craft of Architectural Detailing / UBC / Spring 2015 Initially developed as the lecture/demonstration file for the Revit course that I teach, the Wall House was elaborated upon in the Craft of Detailing seminar as an exploration and adaptation of a nearly-extinct technology in the West: load-bearing masonry construction. The house’s simple form and minimal detailing are a direct response to the nature of the masonry walls. The masonry is thermally-broken and given shear stability by a lightly-framed cavity. Visuallyidentical masonry walls extend out from the house into the landscape, enclosing a variety of garden spaces on an otherwise exposed clifftop site.
Entry Render
2
1 SD-05
F
E
8' - 0"
DECK: 2x4 OAK FLOORING ON 2x8 JOISTS @ 16" O.C.
SD-06 2
D
14' - 6"
Entry Hallway Render
C
14' - 6"
B
8' - 0"
6' - 0"
A
A-01
1
7' - 0 1/2" C2 C2
CUSTOM CENTER-STRINGER STAIRS PER FABRICATOR DRAWINGS
W1
10 1' - 4"
3' - 10"
11 EQ
EQ
EQ
EQ
JAPANESE MAPLES, SOIL, ROOT BARRIERS AT ALL WALLS
EQ
W2
W1
1 A-02
107
EQ
W3
12' - 9"
EQ
BR 2 125 SF
1' - 10 1/4"
EQ
W2
105
2 A-03 102
1
3/16" = 1'-0"
W2 2' - 0"
6' - 0"
4' - 0"
4' - 1 1/2"
N
Roy Cloutier
1' - 10"
2' - 6"
4
103
4' - 8"
10
W1
SD-07
3
Drawn By:
7' - 10"
2' - 4"
1' - 1 3/8"
1' - 1 3/8" 0' - 2"
4' - 0"
W1
Scale:
121 SF
2
2
2' - 6"
ENTRY
3 A-03
C1
2' - 4"
4' - 0"
W1
1' - 7 11/16"
6' - 3"
3' - 2 3/16"
2' - 6"
101
4' - 8"
2' - 0"
4' - 6"
2' - 0"
3' - 10 1/2"
W3 104
MASTER BR 108
149 SF
12' - 9"
REF.
W2
KITCHEN AND DINING
W2
4' - 7"
2 SD-05
6' - 0"
W1
DN
SD-07
4' - 8"
3' - 10"
W2 4' - 0"
ARCH 571 - Term Project
5' - 6"
4' - 4"
100
41 SF
Architectural Plan
1 BATH 2
210 SF
M. BATH 41 SF
EQ
EQ
EQ
EQ C2
EQ
7' - 0 1/2" W1
9' - 10"
11
1
SD-06
ARCH ARCH571 571- Term - TermProject Project
1 SD-05
2 Elevation - North 1/8" = 1'-0"
2 Elevation - North 1/8" = 1'-0" 2 SD-05 2 SD-05
1 A-02 1 A-02
Elevation - West 2 Elevation - West 2 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" Schematic Schematic Elevations Elevations - N/SRoy Cloutier Drawn Drawn By: By:Roy Cloutier
1 SD-05
ARCH ARCH 571 -571 Term - Term Project ProjectScale: Scale:
Elevation - South 1/8" = 1'-0"
1 A-02 1 A-02
Elevation - East 1 Elevation - East 1 1/8" = 1'-0" 1/8" = 1'-0"
2 SD-05 2 SD-05
Schematic SchematicElevations Elevations- E/W - E/W SD-07 SD-07
1
1/8" 1/8" = 1'-0" = 1'-0"
Elevation - South 1/8" = 1'-0"
Roy Roy Cloutier Cloutier
1
Drawn Drawn By:By:
N/SSD-06 SD-06
1 SD-05
Scale: Scale:
85
1 SD-05
1 A-04
Architectural Section
F
2_Roof 10' - 0"
1_Main Floor 0' - 0"
0_Ground -10' - 0"
3/16" = 1'-0"
8' - 0"
1 A-03
Roy Cloutier
E
Drawn By:
14' - 6"
Scale:
D
ARCH 571 - Term Project
14' - 6"
SD-09
C
Section-Perspective
8' - 0"
N.T.S Roy Cloutier
B
Drawn By:
6' - 0"
Scale:
A
ARCH 571 - Term Project
A-02
86
1 SD-05
87
B
Details
A-04
B
ROOFING MEMBRANE
1' - 1"
VAPOUR BARRIER
1' - 3 7/8" WALL A
1
0' - 3 5/8"
0' - 2 3/8"
GLAZED WHITE BRICK
AIR
0' - 2" 0' - 0 3/4" XPS
OSB
0' - 3 1/2"
0' - 3 5/8"
WOOD STUD
GLAZED WHITE BRICK
Parapet, Roof and Ceiling 3" = 1'-0"
2
Rainwater Chute, Window 3" = 1'-0"
B
A-03
1_Main Floor 0' - 0"
0' - 0 3/8"
6MIL POLYETHYLENE VAPOR BARRIER
Details
0' - 0 3/8" SEALANT ON BACKER ROD
0' - 0 3/4" TYP. REVEAL
ANCHOR BOLTS CAST INTO SLAB
6" CAST-IN-PLACE CONCRETE SLAB ON GRADE
POLY VAPOUR BARRIER
2x4 STUDS
2x6 STUDS
3 2
3" = 1'-0"
AIR GAP
Roy Cloutier
ARCH 571 - Term Project
2x4 STUDS @ 16" OC
CUSTOM WOOD JAMB PROFILE
Door Jamb 3" = 1'-0"
Drawn By:
0' - 3 5/8"
BRICK VENEER
0' - 2 3/8"
BUILDING PAPER
XPS
G.W.B. REVEALS AT BRICK AND JAMB, BOTH SIDES OF DOOR
3
Corner and Window 3" = 1'-0"
OSB
0' - 0 3/4" 0' - 2" 0' - 3 1/2" 0' - 3 5/8"
STUDS W/ BATT INS.
1' - 3 7/8"
2
Scale:
Base of Walls - Reveal 3" = 1'-0"
BRICK VENEER
1
1' - 4 1/4"
0' - 0 7/8" FRAME
4" XPS
3" = 1'-0"
Roy Cloutier
Scale:
Drawn By:
ARCH 571 - Term Project
OSB XPS
0' - 0 5/8" 0' - 6"
OSB
PREFAB. STRUCTURAL INSULATED PANEL
2_Roof 10' - 0"
0' - 0 3/4" T&G OAK
VAPOUR-PERMEABLE PEEL-AND-STICK AIR + WATER BARRIER
0' - 0 5/8"
0' - 7 1/4"
0' - 0 3/4" T&G OAK
BRICK TIES EVERY 3 COURSES VERTICALLY AND 6 BRICKS HORIZONTALLY
OSB
OSB
0' - 0 5/8"
0' - 0 3/4"
XPS
0' - 3 1/2" WOOD STUD
0' - 6"
OSB
0' - 7 1/4"
XPS
OSB
0' - 2" 0' - 0 3/4"
0' - 0 5/8"
AIR
0' - 8"
0' - 2 3/8"
PREFAB. STRUCTURAL INSULATED PANEL
W1B 0' - 3 5/8" GLAZED WHITE BRICK
88
Loco House Architectural Technology II / UBC / Fall 2013 The goal of this term project was to reinterpret a canonical house in three ways: to meet the Britsh Columbia Building Code and all applicable City of Vancouver bylaws, to meet City of Vancouver planning codes on a site in West Point Grey, and to change both the main structural system and the main cladding system. The project takes Atelier Bow-Wow’s Loco House as its star ting point, swapping out its light wood framed structure for structural insulated panels (SIPs), and cladding it in a rainscreen of glacier-white Corian panels. The reworking also nestles the project into the intense slope of the site, using it to provide a sense of enclosure for the cour tyard and a shared deck linking the two levels.
5
1/4" DIMPLEBOARD DAMP ADHERED TO FOUNDA BEGINNING
89
0' - 6 C.I.P. CO
ALUMINUM COPING
ALUMINUM COPING
7/16" OSB CAP
1' - 0 1/2"
ALUMINUM PARAPET CAP
WIRE MESH SCREEN IN RAINSCREEN VENT
ALUMINUM PARAPET CAP
1' - 0 1/2"
0' - 10 1/2"
CANT STRIP
0' - 10 1/2"
CANT STRIP
SILL PLATE (2x12 RIPPED TO 9 5/8" W) ANCHORED TO FOUNDATION WALL W/ CAST-IN BOLTS, 16" O.C.; SIP PANELS SET INTO PLACE USING SILL PLATE AS GUIDE; INSULATION IN PANEL IS RECESSED TO FIT
PLYWOOD BLOCKING ON TOP OF SIP ROOF FOR SECONDARY SLOPE
SBS MODIFIED BITUMEN ROOFING MEMBRANE 0' - 5 7/8" (SELF-ADHERED)
2X4 BLOCKING ATTACHED W/ MINIMUM 8d (2.5" x 0.113") FULL ROUND HEAD SMOOTH SHANK NAILS, BOTH SIDES, 6" O.C. OR EQUIVALENT
1' - 0 1/2"
0' - 10 1/2"
1' - 0 1/2"
SIP WIDTH
W1A - SEE NOTES ON SHEET A-08 0' - 10 1/2" SIP WIDTH
MINUM COPING
Term Project Final 0' - 4 1/4"
W1A - SEE NOTES ON SHEET A-08 1' - 0 1/2"
D D 1' - 0 1/2"
0' - 10 1/2" SIP WIDTH Detail - Roof and Parapet 3" = 1'-0"
ATE 2.5" EAD OTH ENT P SEALANT APPLIED ER SIP MANUFACTURER'S STRUCTIONS
el 2 - 8"
P-MANUFACTURERPPROVED SIP TAPE N INTERIOR OF ALL SIP JOINTS ANEL R'S ONS
10d NAILS (3" x 0.131") @ 8" O.C. EACH ROW, TWO ROWS SIP-MANUFACTURERSTAGGERED APPROVED SIP TAPE ON INTERIOR OF ALL PANEL JOINTS
W1A - SEE NOTES ON SHEET A-08 0' - 10 1/2" 1' - 0 1/2" SIP WIDTH W1A - SEE SHEET SC-01
Date:
0' - 10 1/2"
Course:
SIP WIDTH
Scale: Notes:
SIP-MANUFACTURERAPPROVED SIP TAPE ON INTERIOR OF ALL PANEL JOINTS
2X LET-IN BOTTOM PLATE ATTACHED W/ MINIMUM 8d (2.5" x 0.113") FULL ROUND HEAD SMOOTH SHANK NAILS, BOTH SIDES, 6" O.C. OR EQUIVALENT
C2A - SEE SHEET SC-01
0' - 4 1/4"
100 BLE IER
ARCH 531
0' - 10 1/2"
3" = 1'-0"
SIP WIDTH - Drawn by Roy Cloutier SILL PLATE (2x12 RIPPED TO 9 5/8" W) ANCHORED TO FOUNDATION WALL W/ CAST-IN BOLTS, 16" O.C.; SIP PANELS SET INTO PLACE USING SILL PLATE AS GUIDE; INSULATION IN PANEL IS RECESSED TO FIT
Term Projec Final Details - Parapet and
0' - 11 3/4"
0' - 11 3/4"
F2A - SEE NOTES
0' - 11"
Details - Parapet and Second Floor
Term Project Final
1/2" GYPSUM W2A W/ DIMPLEBOARD - SEE SHEET SC-01 WALL BOARD 0' - 3 1/2" XPS VAPOR-RESISTANT 0' - 6 9/16" PAINT C.I.P. CONCRETE
0' - 6 9/16" C.I.P. CONCRETE
GROUND TO SLOPE AWAY AT 7% GRADE (APPROX 8.5" PER 10')
W2A - SEE SHEET SC-01 0' - 0 7/16" TOP-MOUNTED OSB JOIST HANGER 0' - 0 1/2" 0' - 11 1/4" GYPSUM BOARD 1/2" GYPSUM W2A W/ DIMPLEBOARD - SEE SHEET SC-01 W/ VAPOR-RESISTANT PAINT WALL BOARD 0' - 3 1/2" XPS VAPOR-RESISTANT PAINT
0' - 0 7/16" OSB 0' - 0 1/2" GYPSUM BOARD W/ VAPOR-RESISTANT PAINT
Second Floor
A-10
Loco House 1505 Tolmie Stree Vancouver, BC V6R 4B
A-10 Date:
2x4 BLOCKING
Date: Course:
Level 1 0' - 0"
ARCH 531
Scale:
3" = 1'-0"
Notes:
Scale: 2x4 BLOCKING
Level 1 0' - 0" RIGID INSULATION AS BOND BREAK MATERIAL
- Drawn by Roy Cloutier SILL PLATE GRAVEL (2x12 RIPPED FILL TO 9 5/8" W) ANCHORED TO FOUNDATION WALL W/ CAST-IN BOLTS, 16" O.C.; SIP PANELS SET INTO PLACE USING SILL PLATE AS GUIDE; INSULATION IN PANEL IS RECESSED TO FIT
SILL SEALER (CAPILLARY BREAK)
SIP SEALANT APPLIED PER SIP MANUFACTURER'S INSTRUCTIONS
SIP NAILED TO SILL PLATE AFTER PANEL PLACEMENT
SILL SEALER (CAPILLARY BREAK)
A
Course:
10/21/13
Notes: - Drawn by Roy Cloutier
RIGID INSULATION AS BOND BREAK MATERIAL GRAVEL FILL
VAPOR BARRIER 6 MIL POLYETHYLENE VAPOR BARRIER 6 MIL POLYETHYLENE
CLADDING OVERLAP
2x4 BLOCKING
0' - 4"
2X LET-IN TOP PLATE ATTACHED W/ MINIMUM 8d (2.5" x 0.113") FULL ROUND HEAD SMOOTH SHANK NAILS, BOTH SIDES, 6" O.C. OR EQUIVALENT
0' - 11 3/4"
2x CAP PLATE RIPPED TO WIDTH OF SIP PANELS
HED 13") OTH S, 6" ENT
0' - 11" 1/4" DELTA-MS W2A DIMPLEBOARD - SEE SHEET SC-01 DAMPPROOFING ADHERED TO FOUNDATION WALL TOP-MOUNTED BEGINNING AT GRADE JOIST HANGER 0' - 11 1/4"
SIP NAILED TO SILL PLATE AFTER PANEL PLACEMENT
F2A - SEE NOTES
0' - 4"
TO ELS
CLADDING OVERLAP
SIP SEALANT APPLIED PER SIP MANUFACTURER'S INSTRUCTIONS
Detail - Fou Team 3: Roy 2 Cloutier, K 3" = Joomi 1'-0" Dolphin, Yan Luo,
D Detail - SIP to Foundation Wall 1 3" = 1'-0"
10/21/13
1' - 0 1/2" W1A - SEE SHEET SC-01
SIP SEALANT APPLIED PER SIP MANUFACTURER'S INSTRUCTIONS
Level 2 10' - 8"
ADHERED TO FOUNDATION WALL BLUESKIN VP-100 BEGINNING AT GRADE VAPOR-PERMEABLE WATER AND AIR BARRIER
Loco House Detail - Second Floor SIP/Floor Connection 2 1505 Tolmie Street Loco House 3" = 1'-0"BC V6R 4B4 Vancouver, Detail - Second Floor SIP/Floor Connection 2 1505 Tolmie Street D 3" = 1'-0"BC V6R 4B4 Vancouver,
0' - 11 3/4"
1
O.C. WS RED
1
0' - 3"
WIRE MESH SCREEN IN RAINSCREEN VENT
TOP-MOUNTED JOIST HANGER 0' - 11" 1/2"SC-01 GYPSUM W2A - SEE SHEET WALL BOARD VAPOR-RESISTANT PAINT
0' - 8 13/16"
0' - 1"
W2B - SEE SHEET SC-01
WIRE MESH SCREEN IN RAINSCREEN VENT
BLUESKIN VP-100 VAPOR-PERMEABLE WATER AND AIR BARRIER
2x4 BLOCKING
Details - Parapet and Second Floor TOP-MOUNTED JOIST HANGER 0' - 11"
1/2"SC-01 GYPSUM W2A - SEE SHEET WALL BOARD
A-10
0' - 8 13/16"
0' - 3"
Foundation -4' - 0" 4" DRAIN PIPE
Foundation -4' - 0"
Details - Parapet and Second Floor
4" DRAIN PIPE
Details - Side W
1' - 0 9/16"
1' - 0 9/16"
VAPOR-RESISTANT PAINT
Second Floor SIP/Floor Connection Detail - SIP to Foundation Wall 1 " 3" = 1'-0" Detail - Second Floor SIP/Floor Connection Detail - SIP to Foundation Wall 2 1 3" = 1'-0" 3" = 1'-0"
A-10
2
0' - 1"
W2B - SEE SHEET SC-01
0' - 6"
1' - 0 1/2" W1A - SEE NOTES ON SHEET A-08
0' - 11" W2A - SEE SHEET SC-01
D Detail - SIP to Foundation Wall 3" = 1'-0" Team 3: Roy Cloutier, Katie Dolphin, Yan Luo, Joomi Seo 1/4" DELTA-MS
2X LET-IN TOP PLATE ATTACHED W/ MINIMUM 8d (2.5" x 0.113") FULL ROUND HEAD SMOOTH SHANK NAILS, BOTH SIDES, 6" O.C. OR EQUIVALENT
F2A - SEE NOTES
of and Parapet
Foundation -4' - 0"
0' - 11"
GROUND TO SLOPE AWAY AT 7% GRADE (APPROX 8.5" PER 10')
W1A - SEE NOTES ON SHEET A-08
D
MODIFIED BITUMEN FING MEMBRANE F-ADHERED)
- Drawn by Roy Cloutier
0' - 6 1/2"
1' - 0 1/2"
1'-0"
Notes:
W2A - SEE SHEET SC-01
0' - 6"
STRIP
- Drawn by Roy Cloutier
2x4 BLOCKING 3" =
DIMPLEBOARD DAMPPROOFING
C2A - SEE SHEET SC-01
0' - 4 1/4"
NG FASTENERS
BLUESKIN VP-100 VAPOR-PERMEABLE WATER AND AIR BARRIER
C2A - SEE SHEET SC-01
OSB CAP
MINUM PARAPET CAP
ARCH 531
Scale:
WIRE MESH SCREEN IN RAINSCREEN VENT
2x CAP PLATE RIPPED TO WIDTH OF SIP PANELS
Team 3: Roy Cloutier, Katie Dolphin, Yan Luo, Joomi Seo
10/21/13
Course:
WIRE MESH SCREEN IN RAINSCREEN VENT
Level 2 10' - 8"
2x CAP PLATE RIPPED TO WIDTH OF SIP PANELS
2X LET-IN TOP PLATE ATTACHED W/ MINIMUM 8d (2.5" x 0.113") FULL ROUND HEAD SMOOTH SHANK NAILS, BOTH SIDES, 6" O.C. OR EQUIVALENT
0' - 4"
SIP-MANUFACTURERAPPROVED SIP TAPE ON INTERIOR OF ALL PANEL JOINTS
SIP NAILED TO SILL P AFTER PANEL PLACEM
Date:
1'-0"
Notes:
SIP SEALANT APPLIED PER SIP MANUFACTURER'S INSTRUCTIONS
Roof 20' - 0"
2x4 BLOCKING 3" =
F2A - SEE NOTES
Level 2 10' - 8" SIP-MANUFACTURERAPPROVED SIP TAPE ON INTERIOR OF ALL SIP SEALANT APPLIED PER SIP JOINTS PANEL MANUFACTURER'S INSTRUCTIONS
2X LET-IN TOP PLATE ATTACHED W/ MINIMUM 8d (2.5" x 0.113") FULL ROUND HEAD SMOOTH SHANK NAILS, BOTH SIDES, 6" O.C. OR EQUIVALENT
0' - 4"
2X LET-IN BOTTOM PLATE ATTACHED W/ MINIMUM 8d (2.5" x 0.113") FULL ROUND HEAD SMOOTH SHANK NAILS, BOTH SIDES, 6" O.C. OR EQUIVALENT
CLADDING OVERLAP
2X LET-IN BOTTOM PLATE ATTACHED W/ MINIMUM 8d (2.5" x 0.113") FULL ROUND HEAD SMOOTH SHANK NAILS, BOTH SIDES, 6" O.C. OR EQUIVALENT SIP SEALANT APPLIED PER SIP MANUFACTURER'S INSTRUCTIONS
ARCH 531
Scale: CLADDING OVERLAP
1' - 0 1/4"
R1A - SEE SHEET SC-01
R1A - SEE SHEET SC-01
SIP SEALANT APPLIED PER SIP MANUFACTURER'S INSTRUCTIONS
10/21/13
Course: 10d NAILS (3" x 0.131") @ 8" O.C. EACH ROW, TWO ROWS SIP-MANUFACTURERSTAGGERED APPROVED SIP TAPE ON INTERIOR OF ALL PANEL JOINTS
SILL PLATE GRAVEL (2x12 RIPF W) ANCHORED TO FOU WALL W/ CAST-IN BO SIP PANELS SET INTO SILL PLATE AS GUIDE INSULATION IN PANEL TO FIT
Loco HouseSIP SEALANT APPLIED MANUFACTURER'S IN 1505 Tolmie Street SILL 4B4 SEALER (CAPILL Vancouver, BC V6R
SIP NAILED TO SILL PLATE AFTER PANEL PLACEMENT
Date:
10d NAILS (3" x 0.131") @ 8" O.C. EACH ROW, TWO ROWS STAGGERED
SIP-MANUFACTURERAPPROVED SIP TAPE ON INTERIOR OF ALL PANEL JOINTS
WOOD BLOCKING ON TOP OF OOF FOR SECONDARY SLOPE
Loco HouseSIP SEALANT APPLIED PER SIP MANUFACTURER'S INSTRUCTIONS 1505 Tolmie Street SILL 4B4 SEALER (CAPILLARY BREAK) Vancouver, BC V6R
D
W1A - SEE NOTES ON SHEET A-08
2X LET-IN END CAP ATTACHED W/ MINIMUM 8d (2.5" x 0.113") FULL ROUND HEAD SMOOTH SHANK NAILS, BOTH SIDES, 6" O.C. OR EQUIVALENT
1' - 0 1/4"
D
SBS MODIFIED BITUMEN ROOFING MEMBRANE (SELF-ADHERED)
W3A - SEE SHEET SC-01
Term Project Final
SIP WIDTH
15" SIP SCREWS 0' - 5 7/8" 10d NAILS (3" x 0.131") @ 8" O.C. W3A - SEE SHEET SC-01EACH ROW, TWO ROWS STAGGERED
Level 1 0' - 0"
W1A - SEE SHEET SC-01
Term Project Final
SIP WIDTH
COPING FASTENERS PLYWOOD BLOCKING ON TOP OF SIP ROOF FOR SECONDARY SLOPE
Team 3: Roy Cloutier, Katie Dolphin, Yan Luo, Joomi Seo
W1A - SEE SHEET SC-01
7/16" OSB CAP
COPING FASTENERS
SBS ROOFING MEMBRANE WRAPS OVER PARAPET WALL AND DOWN THE OTHER SIDE, LAPPING OVER BLUESKIN BY APPROX. 6"
Team 3: Roy Cloutier, Katie Dolphin, Yan Luo, Joomi Seo D
D
D
0' - 0 1/2"
0' - 6 1/2"
0' - 3" COPING FASTENERS
F1A - SEE NOTES ON SHEET A-11
D
0' - 0 1/2"
F1A - SEE NOTES ON SHEET A-11
0' - 3"
GROUN AWAY AT (APPROX 8
Detail - Foundation Wall at Grade and Floor 3" = 1'-0" Detail - Foundation Wall at Grade and Floor 2 3" = 1'-0"
A-09
90
Chrysalis Design/Build Research assistant, Prof. Oliver Neumann | UBC | Spring 2014 Breanna Mulhall, initial design; Roy Cloutier, rationalization, design development, computation and modeling, fabrication drawings. Chrysalis consists of four cocoons of laminated veneer lumber (LVL) panels, suspended to create a secluded form of seating in the top floor of UBC’s Student Union Building. My role was to take an initial sketch design from a preliminary set of drawings through to the point where the installation team could CNC-mill and install the pieces. This entailed parametrically re-modeling the initial design, rationalizing its form, designing and sizing a structural suppor t system, designing a lighting system, specifying and sourcing materials, preparing files for digital fabrication, optimizing panel cut-file arrangements to reduce waste, and preparing construction drawings for the installation team. Modeling and analysis conducted using Rhino, T-Splines, and Grasshopper ; drawings completed using Revit.
initial sketch
91
G
F
E
D
C
1 A-02
1 A-03
1 A-13
G
CNC-milled LVL ‘slices’
1 A-07
1 A-10
F
E
steel tension rods
1 A-04
D
1 A-03
C
wooden dowels
92
Chrysalis #1
Chrysalis #2
93
94
Kingsley Estates Childcare Project Designer / PUBLIC Architecture + Communication / Summer 2016 Kingsley Estates Childcare is a 6,000 sq. ft. neighborhood childcare designed as a civic amenity for a townhome development in Richmond, BC. Its volumetric, playful form grows from the initial inspiration of stacks of children’s wooden blocks—combining simple, rectilinear volumes in spatially-complex, overlapping, slightly-rotated ways. These volumes are reinforced on the facade by a subtle play of material, with each whitebrick-clad ‘block’ differing slightly in reflectivity by altering the mix of bricks used. My role on the project began at the end of the design development phase and carried through to construction documentation, tender, and revisions. Working in a team of three, I had two primary tasks: redesigning the interior to meet highly-restrictive childcare design standards (producing an extensive set of interior elevations and millwork drawings as documentation), and working closely with a team of consultants to resolve the structural, mechanical, and code implications of the intersecting geometries. No 2No Road 2 Road
Copyright Copyright reserved. reserved. This design This design and drawin and Public Architecture Public Architecture and Communication and Communica Inc purpose purpose withoutwithout the written the written consentconsent of the used for used construction for construction until issued until issued for thatfop commencement commencement of the Work of thethe Work Contractor the Con datumsdatums and levels andto levels identify to identify any errors any and err discrepancies discrepancies between between this drawing this drawing and the bring these bringitems thesetoitems the attention to the attention of the Arc of
ISSUES ISSUES + REVISIONS + REVISIONS NO DATE NO DATE DESCRIPTION DESCR
3 3
4 4
1
1Feb 24, Feb 2016 24, 2016 IssuedIssued for AD
Kingsley Kingsley Estates Estates Child Child Care Care 2 2
1
1 - View 1 - View fromfrom public public greenway greenway toward toward 3-5 group 3-5 group playplay areaarea
1
1 1
Key Key PlanPlan CopyCopy 1 1
2 - View 2 - View looking looking toward toward Infant/Toddler Infant/Toddler PlayPlay areaarea
215 – 309 215W–CORDOVA 309 W CORDOVA ST ST VANCOUVER VANCOUVER BC V6BBC 1E5V6B 1E5 TEL 604TEL 738604 4323 738 4323 FAX 604FAX 873604 4313 873 4313 WWW.PUBLICDESIGN.CA WWW.PUBLICDESIGN.CA
C:\Users\Warren\Documents\1517_KEC_warren@publicdesign.ca.rvt 2/29/2016 10:30:27 AM
2/29/2016 10:30:27 AM
C:\Users\Warren\Documents\1517_KEC_warren@publicdesign.ca.rvt
Kingsley Kingsley Est E Care Care 10380 10380 No. 2No. Road 2 Road
3 - View public realm toward room 3 - View fromfrom No.2No.2 roadroad public realm toward nap nap room
4 - View 2 Road public realm toward 3-5 Play Space 4 - View fromfrom No. 2No. Road public realm toward 3-5 Play Space
PROJECT PROJECT CODE CODE
ST
15171517
Sc
SCALESCALE
DA
1" = 60'-0" 1" = 60'-0"
Fe
Building Building Cha C SHEETSHEET
DP-A0.06 DP-A0.06
B
C
B
B
C
C
commencement of the Work the Contractor shall verify all dimensions, datums and levels to identify any errors and omissions; ascertain any discrepancies between this drawing and the full Contract Documents; an bring these items to the attention of the Architect for clarification.
C
B
ISSUES + REVISIONS NO DATE DESCRIPTION 1
Feb 24, 2016
Issued for ADP
2
March 22, 2016 Issued for Planning Committee
3
May 10, 2016
Issued for 50% Building Permit review
4
June 3, 2016
Issued for Building Permit
6
July 11, 2016
Issued for Tender
95
Parapet 4
Parapet 1
15'-0"
9'-7"
Parapet 4
15'-0"
Parapet 3
14'-0 1/2"
Parapet 1
9'-7"
Parapet 3
14'-0 1/2"
Parapet 2
11'-7 1/8"
Parapet 1
9'-7"
Parapet 3
14'-0 1/2"
U.S. of Ceiling 2
Parapet 3
10'-0"
Parapet 4
15'-0"
Parapet 3
14'-0 1/2"
Main level
0"
Material legend (see Architectural spec for full des
14'-0 1/2"
Parapet 1
AB AS B BR BRP AP CP1 CP2 CPT CTN GB GL INS PMS PT RF1 RF2 RS1 RS2 SF1 SF2 VB WC WS
9'-7"
Scupper
BRP1
BRP3
Intercom Card reader
Main level
0"
Main level
0"
Main level
CP2 CP1
elevation
4
BRP1
BRP3
BRP2
Scupper
6
0" CP1 CP2
Janitor north elevation
6
3/16" = 1'-0"
2
Parapet 5
Main level WC1
Staff room south elevation
5
3/16" = 1'-0"
19'-10"
0"
BRP1
Staff room north elevation
4
3/16" = 1'-0"
Scupper
Main level
BRP1
Children's WC north elevation
3
0"
Nap room 1 north elevation
7
3/16" = 1'-0"
8
10
= air/moisture barrier = adjustable shelving = wall base = brick masonry = brick pattern = acoustic panel ceiling = cementitious soffit panel = cementitious panel trim = carpet = curtain = gypsum board = glass/glazing = insulation = painted metal siding = paint = resilient flooring = resilient wall protection = roller shade (b/w jambs) = roller shade (b/w mullions) = storefront = storefront (operable) = vapour barrier = wood cladding = wood sheathing
3/16" = 1'-0"
12
14
16
BRP2
Brick reveal
Parapet 5
PMS3
Brick reveal
PMS1
Scupper
PMS2
BRP1
Brick reveal
BRP3
19'-10"
BRP2
Brick reveal
See 15/A3.01
Parapet 4
15'-0"
Parapet 3
14'-0 1/2"
Parapet 2
11'-7 1/8"
E M A N G N I D L I U B Scupper
Main level 0" (Geodetic 2.32(m 7' 7"))
Entrance doors CP2
CP1
BRP2
BRP1
Brick reveal
BRP2 WT9
BRP2
CP2
WT8
CP1
Mail slot
BRP1
WT7
23a
Backlit sign
18a
WC1
CP2 BRP1
CP1
Hose bib
WT6
WT5
WT4
BRP3
BRP2
BRP1
Brick reveal
BRP3
BRP2
BRP1
Brick reveal
CP2
CP1
BRP1
WT3
WT2
Hose bib
C
43a
rea east elevation
D
6
D
15
BRP2
Active louvre - see mechanical
FL1
B
FL1
Parapet 5
19'-10"
Parapet 3
14'-0 1/2"
FL1
FL1 CP2
CP1
CP1
WT37
CP1
CP2
CP1
CP2
CP2
215–309W CORDOVA ST VANCOUVERBCV6B1E5 TEL 604 738 4323 FAX 604 873 4313 WWW.PUBLICDESIGN.CA
Kingsley Estates Child Care 10380 No. 2 Road
11
Screened mechanical area north elevation 3/16" = 1'-0"
12
Skylight north elevation 3/16" = 1'-0"
13
Skylight east elevation 3/16" = 1'-0"
14
Skylight south elevation 3/16" = 1'-0"
15
Skylight west elevation 3/16" = 1'-0"
PROJECTCODE
1517 SCALE
As indicated
STATUS
Issued for Tender DATE
July 11, 2016
Exterior Elevations SHEET
A3.02
DESIGN PRESENTATION 4, 2016.08.05
32
96
16
14
12
11'-6"
10
37'-2"
8
9'-3 7/8"
6
16'-0"
4
9'-3 1/4"
10'-2"
Copyright reserved. This design and drawing is the exclusive property of WMW Public Architecture and Communication Inc. and cannot be used for any purpose without the written consent of the Architect. This drawing is not to be used for construction until issued for that purpose by the Architect. Prior to commencement of the Work the Contractor shall verify all dimensions, datums and levels to identify any errors and omissions; ascertain any discrepancies between this drawing and the full Contract Documents; and, bring these items to the attention of the Architect for clarification.
1
5
2
ISSUES + REVISIONS NO DATE DESCRIPTION
19'-7 3/4"
42'-4"
6
July 11, 2016
Issued for Tender
Nap storage GAS-6
General storage GAS-5
Property line
A
5 A6.03
Interactive/Nap 13 room 2 IA-8 16 A6.03
6
7 10 13
A6.00
Childrens WC IAS-3
15
A6.03
12
10
A6.02
6
A6.03
20
8
Ceiling above
11
11
1
5
1 4
A6.03 3
8'-6 3/8"
S
17
2
A6.02
1 A5.02
4
Mechanical 23
5 9
Skylight above
21 14
A6.02
12
24
A6.03
6
2
22
22
A6.01
23
7
20
Ceiling above
Cubby area GAS-3
18
D
E 9
DW
1 14
A6.04
16
3
S
Kitchen GAS-4
22
A6.05
24
F
F
21
IT / Data room B-9
10
A6.04 11
Entrance
Electrical room B-4
12
2
A6.05
4
15
21
A6.05
20
19
1
Administration Meeting /parent office room IAS-6 SS-6
8
A6.04
Other activities GA-3
A6.04 13
A6.04
Ceiling above
C
17
Table Area GA-1
3
A6.01
A6.01
15
11'-6 7/8"
13
8
19
Art area
A6.04
4
2 A5.02
Accessible WC SS-9
B
14
A6.05
16
10
Large motor/nap room GA-5
5
A6.01
10
Art area
Kitchen IAS-2
L
10
11
16
F
A6.02
15
A6.01
Lobby SS-1
9
Cubby area IAS-1
Ceiling above
DW
Staff WC SS-8
3
Ceiling above
A6.04
6
Childrens WC GAS-1
A6.05 11
7
6
7
6'-7 1/8"
20
K
Table area IA-1
18 19
2
Parent stroller storage SS-4
17
A6.02
A6.02
21
A6.05
8
Quiet area GA-4
A6.01 16
12
5
Staff room SS-7
2
3
Ceiling above 1
A6.01
18
Ceiling above Open play IA-2
Program stroller storage SS-5
Entrance
12
13 15
18
19
A6.02
4
A6.01
14
17
7
13
9
Janitor SS-11
11
Quiet area IA-4
9
12
D
General storage IAS-4
Nap room 1 IA-7
Laundry IAS-8 14
29'-7 3/4"
13'-1 1/2"
8
4'-9 5/8"
4'-9 5/8"
Storage (nap room) IAS-5
C
13'-1 1/2"
Property line
B
KEYNOTE LEGEND 1
Mechanical equipment - See Mech
2
Electrical equipment - See Elec
4
G
23
Wall baseboard - see spec
5
Wall protection - see spec
6
GWB, ptd. - see finish schedule
7
G1S plywood, ptd. - see spec
8
3
A6.00
5
Outdoor storage 1 OS-1
17'-9 5/8"
2
Admin office GAS-7
4 Bike storage 1 OS-1b
Bulletin board - see spec
9
HPL backsplash
10
Adjustable shelving - see spec
11
Mail slot - see spec
12
Child safety pattern on glass -- see spec
13
Mirror
14
Toilet paper dispenser - see spec
15
Paper towel dispenser - see spec
16
Soap dispenser - see spec
17
H 6 Outdoor storage 2 OS-2
9
Grab bar - see spec
18
Toothbrush holder - see spec
19
Toilet partition
20
Napkin disposal
21
Change table
22
Towel hooks
7
A6.00 8
18'-10" 30'-0"
23 1
21
15
15'-2 3/8"
4'-5 3/8"
5
7
9
11
13
14'-3 1/2"
12'-0 1/2"
12'-8 5/8"
21'-11 3/8"
19
Interior Elevation Key Plan
1
3
1/8" = 1'-0"
H 2
10
7
7
7
Plywoo d seam
SHEET LEGEND
H
45min Fire Resistance Rating
Plywoo d seam s
10
7
7
7
2
1'-0"
Plywoo d seam s
10
7
7
Plywoo d seam s
10
1 hour Fire Resistance Rating U.S. of Ceiling 1
8'-0"
Acoustic wall
9"
2
41a 6'-0"
39a
Main level
2
4
4
Outdoor storage 1 west interior elev.
2
4
7
7
Outdoor storage 1 north interior elev.
3
1/4" = 1'-0"
4
4
4
4
4
Outdoor storage 1 east interior elev.
1/4" = 1'-0"
Outdoor storage 1 south interior elev.
5
1/4" = 1'-0"
4
2
Outdoor storage 2 west interior elev.
6
1/4" = 1'-0"
4
Outdoor storage 2 north interior elev.
7
1/4" = 1'-0"
4
7
7
Outdoor storage 2 east interior elev.
8
1/4" = 1'-0"
4
0"
4
Outdoor storage 2 south interior elev.
9
1/4" = 1'-0"
1/4" = 1'-0" 215–309W CORDOVA ST VANCOUVERBCV6B1E5 TEL 604 738 4323 FAX 604 873 4313 WWW.PUBLICDESIGN.CA
6
6
2
6
Kingsley Estates Child Care
6 U.S. of Ceiling 2
10'-0"
U.S. of Ceiling 1
8'-0"
C:\Users\jay.PD\Documents\1517_KEC_jay@publicdesign.ca.rvt
10380 No. 2 Road
1'-0"
PROJECTCODE
Main level 7/11/2016 4:02:09 PM
Issued for Tender
SCALE
DATE
As indicated
July 11, 2016
4'-0"
4'-0"
01a
5
10
STATUS
1517 2
2
5
SS-5 Program stroller storage west elevation
11
Interior Elevations
0"
5
5
SHEET
SS-5 Program stroller storage north elevation
1/4" = 1'-0"
12
SS-5 Program stroller storage east elevation
1/4" = 1'-0"
13
SS-5 Program stroller storage south elevation
1/4" = 1'-0"
8
A6.00
1/4" = 1'-0"
Copyright reserved. This design and drawing is the exclusive property of WMW Public Architecture and Communication Inc. and cannot be used for any purpose without the written consent of the Architect. This drawing is not to be used for construction until issued for that purpose by the Architect. Prior to commencement of the Work the Contractor shall verify all dimensions, datums and levels to identify any errors and omissions; ascertain any discrepancies between this drawing and the full Contract Documents; and, bring these items to the attention of the Architect for clarification.
6
ISSUES + REVISIONS NO DATE DESCRIPTION 6
5 A7.05
6
6
5'-1 3/4"
D
sim
6
2
3 A7.05
6
6
EQ
MW15
Vent behind screen see mechanical 2 EQ
Annunciator panel - see elec.
EQ EQ
11
EQ
EQ EQ
2
OPEN TO BEYOND
2
19a
20a
2
6'-0"
12
SS-1 Entry west elevation
10'-0"
U.S. of Ceiling 1
8'-0"
EQ
EQ
2 - Card reader - see elec.
21a
18d
WT29
2 4
1
U.S. of Ceiling 2
EQ
WT6 18a
2
2
3
4
SS-1 Entry west elevation 2
1/4" = 1'-0"
2
- Fire alarm pull station - see elec.
2
- Light switch - see elec.
2
- Request to exit button - see elec.
Main level
4
SS-1 Entry north elevation
1/4" = 1'-0"
4
4
4
SS-1 Entry north elevation 2
1/4" = 1'-0"
12
4
5
SS-1 Entry west elevation 3
1/4" = 1'-0"
6
1/4" = 1'-0"
4
0"
6
SS-1 Entry north elevation 3 1/4" = 1'-0"
15
KEYNOTE LEGEND 1
Mechanical equipment - See Mech
2
Electrical equipment - See Elec
4
D
13
4 A7.05
K 6
4 A7.05
6
sim
GWB, ptd. - see finish schedule
7
G1S plywood, ptd. - see spec
8
3'-2 3/4"
6'-8 7/8"
7'-10"
Panel 1a - fixed
Panel 1b - removable
Panel 1c - fixed
6
Wall protection - see spec
6
Vent behind screen see mechanical sim
Wall baseboard - see spec
5
Wood vent-cover screen - see A7.04
MW15
MW15
MW15
U.S. of Ceiling 2
10'-0"
U.S. of Ceiling 1
8'-0"
2
Bulletin board - see spec
9
HPL backsplash
10
Adjustable shelving - see spec
11
Mail slot - see spec
12
Child safety pattern on glass -- see spec
13
Mirror
14
Toilet paper dispenser - see spec
15
Paper towel dispenser - see spec
16
Soap dispenser - see spec
17
Grab bar - see spec
18
WT19
WT33
OPEN TO BEYOND
22a
2
Coordinate corner guards with wall protection
WT28
18c
EQ
OPEN TO BEYOND
16a
EQEQ
EQ
Main level
4
SS-1 Entry east elevation
4
8
4
SS-1 Entry south elevation
1/4" = 1'-0"
9
6
10
1/4" = 1'-0"
6
6
21
Change table
22
Towel hooks
6
5
5
4
6
6
0"
4
SS-1 Entry south elevation 2
8
C
6
2
Toilet partition Napkin disposal
1/4" = 1'-0"
C 10
4
SS-1 Entry east elevation 2
1/4" = 1'-0"
Toothbrush holder - see spec
19 20
3'-9 1/4"
18b
7
Issued for Tender
Wood vent-cover screen - see A7.04
EQ
2
EQ
July 11, 2016
F
Panel 2a - removable
sim
GB1
6 U.S. of Ceiling 2
10'-0"
U.S. of Ceiling 1
8'-0"
6 6
6
U.S. of Ceiling 1
EQ
8'-0"
MW6p
EQ
AS4
2
5
Janitor's sink see mech.
11
4
SS-11 Janitor west elevation
4
12
1/4" = 1'-0"
2
4
SS-11 Janitor north elevation
13
1/4" = 1'-0"
1
Main level
1
SS-11 Janitor east elevation
0"
Main level
5
4
SS-11 Janitor south elevation
14
1/4" = 1'-0"
3'-9 1/4"
4'-0"
5
3'-9 1/4"
6"
4
OPEN TO BEYOND
2
16a
15
1/4" = 1'-0"
5
SS-4 Parent stroller storage west elevation 1/4" = 1'-0"
16
5
5
SS-4 Parent stroller storage north elevation 1/4" = 1'-0"
17
SS-4 Parent stroller storage east elevation For millwork, see sheet A7.0x 1/4" = 1'-0"
2
18
0"
5
SS-4 Parent stroller storage south elevation 1/4" = 1'-0" 215–309W CORDOVA ST VANCOUVERBCV6B1E5 TEL 604 738 4323 FAX 604 873 4313 WWW.PUBLICDESIGN.CA
K
Kingsley Estates Child Care
K 6
6
6
6
C:\Users\jay.PD\Documents\1517_KEC_jay@publicdesign.ca.rvt
U.S. of Ceiling 1
22a
10380 No. 2 Road
PROJECTCODE
STATUS
SCALE
DATE
1517
WT33
1/4" = 1'-0"
Main level
4 7/11/2016 4:02:16 PM
8'-0"
WT20 6"
19
SS-6 Meeting/parent room west elevation 1/4" = 1'-0"
2
20
4
SS-6 Meeting/parent room north elevation 1/4" = 1'-0"
4
21
4
2
SS-6 Meeting/parent room east elevation 1/4" = 1'-0"
22
2
SS-6 Meeting/parent room south elevation 1/4" = 1'-0"
Issued for Tender July 11, 2016
0"
Interior Elevations SHEET
A6.01
97
2 A7.02
Copyright reserved. This design and drawing is the exclusive property of WMW Public Architecture and Communication Inc. and cannot be used for any purpose without the written consent of the Architect. This drawing is not to be used for construction until issued for that purpose by the Architect. Prior to commencement of the Work the Contractor shall verify all dimensions, datums and levels to identify any errors and omissions; ascertain any discrepancies between this drawing and the full Contract Documents; and, bring these items to the attention of the Architect for clarification.
4 A7.02
5 A7.02
17'-0 3/4"
2'-6"
11 1/4"
1'-6"
ISSUES + REVISIONS NO DATE DESCRIPTION
2'-0"
6
F
D
E
F
D
F
D
E
F
E
F
E
D
F
D
E
F
D
E
F
E
D
D
F
E
D
E
F
F
D
E
D
F
E
D
F
F
E
D
1'-11"
1'-11"
Open shelving
Cubby
MW7w
2
Cubby
BB1
MW7w
MW20
1'-0" o.c.
BB1 MW7w MW20
C
Cubby 2'-6"
Coat hooks
10"
MW1w
MW1w
eq
16 A7.02
3'-0"
1'-0"
3'-0" 10"
F
3'-0"
E C
eq
5'-0"
6'-0"
4"
MW20
2'-0"
E
D
7'-11"
D
E
1'-8"
eq
E
eq
D
F
Issued for Tender
MW6w
1'-0"
2'-11"
2'-11"
MW6w
MW10
July 11, 2016
Open shelving
E
Door
MW10
1'-0 3/4"
MW10 & MW11 - Section at cubbies
2
1/2" = 1'-0"
4 A7.02
MW7w
2 A7.02
MW10, MW11 & MW12 - Typ cubby unit
9
1/2" = 1'-0"
Millwork GAS-10 - Elevation
3
1" = 1'-0"
1 Refer to detail 13/A7.01 for all open cubbies, open fixed shelving, music shelves etc. (MC1a-c, MB4, MW3a, etc.). HPL colour A, B, C, D to line all 5 sides of open cell, colour noted on millwork elevations and described in specifications
2'-0"
1'-6"
Millwork GAS-3 west - Elevation
1
SHEET NOTES: Staff communication desk
1'-0" o.c.
Millwork GAS-10 - Section at desk
5
1/2" = 1'-0"
4
1/2" = 1'-0"
3 / A7.02
Millwork GAS-10 - Section at MW7w
2 Provide adequate blocking for millwork units in walls
1/2" = 1'-0"
KEYNOTE LEGEND
MW20
MW1w
5 A7.02
8 A7.02
2 A7.02
1
Mechanical equipment - See Mech
2
Electrical equipment - See Elec
4
2'-6"
Wall baseboard - see spec
5
13'-0 3/4"
Wall protection - see spec
6
GWB, ptd. - see finish schedule
7
G1S plywood, ptd. - see spec
8
2'-11"
GAS-10
MW10
GAS-3
BB1
Millwork GAS-3 west & GAS-10 - Plan
6
Bulletin board - see spec
9
HPL backsplash
10
Adjustable shelving - see spec
11
Mail slot - see spec
12
Child safety pattern on glass -- see spec
13
Mirror
14
Toilet paper dispenser - see spec
15
Paper towel dispenser - see spec
16
Soap dispenser - see spec
17
1/2" = 1'-0"
2
D
E
F
D
D
F
F
E
E
E
F
D
F
E
F
D
E
F
E
D
F
D
D
E
F
E
F
D
E
F
E
D
E
D
F
10"
D
E
C
MW20
Toothbrush holder - see spec
19
Toilet partition
20
Napkin disposal
21
Change table
22
Towel hooks
1'-0"
MW11
7
COLOUR LEGEND: B C D E F
10"
10"
Cubbies
MV2b - see spec MV2c - see spec MV2d - see spec MV2e - see spec MV2f - see spec
1'-6"
Millwork GAS-3 east - Elevation
MW10
MW11
9 1/4"
3'-0"
3'-0"
Drawers
7 5/8" 7 5/8"
4"
MW20
Grab bar - see spec
18
BB1 7'-11"
C
D
10"
F
8
Millwork GAS-3 east - Section at desk
1/2" = 1'-0"
1/2" = 1'-0"
MW6w
MW7w
8 A7.02
BB1
2 A7.02
MW20
MV2_
BB1
Exposed ply edge
MW1w MW11
Millwork GAS-3 west - Axonometric
10
11
/
MV2c, d, e, or f on all surfaces except exposed ply edge
MV2_
Millwork GAS-3 east - Plan 1/2" = 1'-0" 215–309W CORDOVA ST VANCOUVERBCV6B1E5 TEL 604 738 4323 FAX 604 873 4313 WWW.PUBLICDESIGN.CA
3'-4 3/4"
EQ
EQ
EQ
Kingsley Estates Child Care
11 1/8"
10380 No. 2 Road
1'-4"
1'-7 1/2"
PROJECTCODE
STATUS
1517
2
Issued for Tender
SCALE
DATE
As indicated
9 5/8"
12 7/11/2016 4:02:53 PM
MV1
Exposed ply edge
MW19
July 11, 2016
3 1/2"
C:\Users\jay.PD\Documents\1517_KEC_jay@publicdesign.ca.rvt
MV2_
C
MW19
Millwork Staff WC Cubby Bench - Elevation
13
1" = 1'-0"
1 1/2"
Millwork Staff WC Cubby Bench - Section
14
MW13 - Elevation
1" = 1'-0"
15
MW13 - Section
1" = 1'-0"
16
Millwork
MW10, MW11 & MW12 - Typ cubby shelf/gable
1" = 1'-0"
3" = 1'-0"
SHEET
A7.02
8
8 3/4" Painted MDF backing panel
3 1/2" Framing
1 1/2" 2x2 Slats, spaced 3" O.C.
Copyright reserved. This design and drawing is the exclusive property of WMW Public Architecture and Communication Inc. and cannot be used for any purpose without the written consent of the Architect. This drawing is not to be used for construction until issued for that purpose by the Architect. Prior to commencement of the Work the Contractor shall verify all dimensions, datums and levels to identify any errors and omissions; ascertain any discrepancies between this drawing and the full Contract Documents; and, bring these items to the attention of the Architect for clarification.
8 3/4" Painted MDF backing panel
3/4" Painted MDF backing panel
1 1/2" 2x2 Slats, spaced 3" O.C.
1 1/2" 2x2 Slats, spaced 3" O.C.
ISSUES + REVISIONS NO DATE DESCRIPTION 6
MW15
3/4 pa " ne l
1'-1 1/2"
Slats mounted to backing panel before installation. Panel and slats installed as a unit.
MW15
10'-0"
U.S. of Ceiling 1
8'-0"
July 11, 2016
Issued for Tender
MW15
MW15
7 1/2"
2'-0"
MW15
MW15
Vent opening - confirm size with mech.
1 1/2 sla " ts
U.S. of Ceiling 2 3 1/2" Framing
3"
3 1/2" Framing
2 1/4 "
SHEET NOTES: 1 Refer to detail 13/A7.01 for all open cubbies, open fixed shelving, music shelves etc. (MC1a-c, MB4, MW3a, etc.). HPL colour A, B, C, D to line all 5 sides of open cell, colour noted on millwork elevations and described in specifications 2 Provide adequate blocking for millwork units in walls
3 MW15 - Typical Section at Curtain Wall
4 MW15 - Typical Section at Curtain Wall - w/ Vent
1 1/2" = 1'-0"
5 MW15 - Typical Section at Wall
1 1/2" = 1'-0"
1 1/2" = 1'-0" KEYNOTE LEGEND 1
1 Screen - Detail Axonometric - Typical Section
2 Screen - Detail Axonometric - Typical Section - Vent Opening
Mechanical equipment - See Mech
2
Electrical equipment - See Elec
4
Wall baseboard - see spec
5
8 A7.05
1/2"
6'-8 7/8" Panel 1B: Removable
EQ
1/2"
7'-10"
1/2"
3 1/2" Framing
Panel 1C: Fixed
EQ
2 1/4" Panel assembly
MW15
MW15
MW15
MW15
" 8 7/8 p, " ga
1 1/2" typ.
6'-
1/2
" 2 3/4
. typ
Align panel edge with edge of mullion below
Bulletin board - see spec
9
HPL backsplash
10
Adjustable shelving - see spec
11
Mail slot - see spec
12
Child safety pattern on glass -- see spec
13
Mirror
14
Toilet paper dispenser - see spec
15
Paper towel dispenser - see spec
16
Soap dispenser - see spec
17
Grab bar - see spec
18 U.S. of Ceiling 1
8'-0"
Align panel gap centreline with centreline of mullion below
Toothbrush holder - see spec
19
Toilet partition
20
Napkin disposal
21
Change table
22
Towel hooks
Vent behind screen see mechanical 2x2 wood slats mounted to panel backing, installed as unit
8'-0"
2'-0"
3'-
10'-0"
2'-0"
2'-0"
1 1/2" typ.
U.S. of Ceiling 2
" 10 7'-
G1S plywood, ptd. - see spec
8
Confirm on site 3'-2 3/4" Panel 1A: Fixed
GWB, ptd. - see finish schedule
7
8
17'-10 5/8" 3/8"
Wall protection - see spec
6
5 A7.05
4 A7.05
OPEN TO BEYOND
WT28
8'-0"
18c
Main level
6 Screen A1 - Overall Worms-eye Axonometric
7 Screen A1 - Elevation
4 A7.05
0"
8 Screen A1 - Section
1/2" = 1'-0"
1/2" = 1'-0"
sim
11 A7.05
3 A7.05
sim
13
5'-2 3/4" Confirm on site
EQ
1/2" gap
3 1/2" Framing
Vent behind screen see mechanical
MW15
2x2 wood slats mounted to panel backing, installed as unit
MW15
2 1/4" Panel assembly
U.S. of Ceiling 2
10'-0"
U.S. of Ceiling 1
8'-0"
215–309W CORDOVA ST VANCOUVERBCV6B1E5 TEL 604 738 4323 FAX 604 873 4313 WWW.PUBLICDESIGN.CA
1 1/2" typ.
Kingsley Estates Child Care 10380 No. 2 Road
8'-0"
C:\Users\jay.PD\Documents\1517_KEC_jay@publicdesign.ca.rvt 7/11/2016 4:03:11 PM
Panel 2A: Removable
1 1/2" typ.
2'-0"
" 3/4
2'-0"
5'-1
EQ
2'-0"
5'-1 3/4" 1/2" gap
18d
WT29 PROJECTCODE
1517 SCALE
As indicated
Main level
0"
Millwork SHEET
9 Screen A2 - Overall Worms-eye Axonometric
10 Screen A2 - Elevation 1/2" = 1'-0"
11 Screen A2 - Section 1/2" = 1'-0"
A7.05
STATUS
Issued for Tender DATE
July 11, 2016
98
Adler University - Vancouver Campus Project Designer / PUBLIC Architecture + Communication / Summer 2016 Adler University hired PUBLIC to design tenant improvements for five stories of a new office tower in Vancouver’s Downtown Eastside. The project scope included branding, programming, and layout. The design that resulted focuses around a core of social gathering spaces, linked ver tically through a series of four sculptural feature stairs and winged by banks of classrooms, ar t studios, and administrative offices. As one of the team of three working on the project, my involvement with the project was twofold. My main role was to lead the design of the four-storey feature stairs, using the advanced modeling toolsets in Revit to iterate through a number of designs until arriving at a subtly sculptural and structurally-optimized approach. This was followed by documenting and detailing the stairs themselves for tender. I also worked with the super vising principal to develop graphics standards and presentation documents to pitch the revised ideas to the university.
Copyright reserved. This design and drawing is the exclusive property of WMW Public Architecture and Communication Inc. and cannot be used for any purpose without the written consent of the Architect. This drawing is not to be used for construction until issued for that purpose by the Architect. Prior to commencement of the Work the Contractor shall verify all dimensions, datums and levels to identify any errors and omissions; ascertain any discrepancies between this drawing and the full Contract Documents; and, bring these items to the attention of the Architect for clarification.
ISSUES + REVISIONS NO DATE DESCRIPTION
General Notes: Scan slab prior to drilling to ensure rebar and post tensioned cables are not damaged. Refer to structural drawings.
215–309W CORDOVA ST VANCOUVERBCV6B1E5 TEL 604 738 4323 FAX 604 873 4313 WWW.PUBLICDESIGN.CA
Adler University Vancouver Campus 510 Seymour Street, Vancouver, BC
PROJECTCODE
7/15/2016 11:00:51 PM
C:\CADtemp\1512 au_craig.rvt
1512 SCALE
1/4" = 1'-0"
Full Section SHEET
P4.02
99
Copyright reserved. This design and drawing is the exclusive property of WMW Public Architecture and Communication Inc. and cannot be used for any purpose without the written consent of the Architect. This drawing is not to be used for construction until issued for that purpose by the Architect. Prior to commencement of the Work the Contractor shall verify all dimensions, datums and levels to identify any errors and omissions; ascertain any discrepancies between this drawing and the full Contract Documents; and, bring these items to the attention of the Architect for clarification.
ISSUES + REVISIONS
NO
DATE
DESCRIPTION
H
July 29, 2016
Issued for Building Permit
I
August 9, 2016
Issued for Tender
Steel structural connection to slab see structural drawings
Steel structural connection to slab see structural drawings
Steel structural connection to slab see structural drawings
Level 3
Steel structural connection to slab see structural drawings
Steel structural connection to post see structural drawings
Level 3
Steel structural connection to slab see structural drawings
Edge of slab opening
Steel structural connection to slab see structural drawings Steel structural connection to slab see structural drawings
Steel structural connection to post see structural drawings
Edge of slab opening
Steel structural connection to slab see structural drawings
Edge of slab opening
Edge of slab opening
Steel structural connection to post see structural drawings
Level 2 Level 2
Infill between stair and wall - confirm width on site Steel structural connection to slab see structural drawings
Steel structure refer to structural drawings Steel structural connection to slab see structural drawings
Steel structural connection to slab see structural drawings
Infill between stair and wall - confirm width on site
Adler Lobby
Adler Lobby
Steel structure refer to structural drawings
215 – 309 W CORDOVA ST VANCOUVER BC V6B 1E5 TEL 6 04 73 8 43 23 FAX 604 873 4313 WWW.PUBLICDESIGN.CA
Adler University Vancouver Campus Steel structure refer to structural drawings
520 Seymour Street, Vancouver, BC
PROJECT CODE SCALE
Stair 1 - 3d View 1
2016-08-09 12:43:10 PM
C:\CADtemp\1512 au_brian.rvt
1512
1
construction photos: guardrail ruled surfaces
2
Stair 1 - 3d View 2
Stair 1 SHEET
A7.10
100
Copyright reserved. This design and drawing is the exclusive property of WMW Public Architecture and Communication Inc. and cannot be used for any purpose without the written consent of the Architect. This drawing is not to be used for construction until issued for that purpose by the Architect. Prior to commencement of the Work the Contractor shall verify all dimensions, datums and levels to identify any errors and omissions; ascertain any discrepancies between this drawing and the full Contract Documents; and, bring these items to the attention of the Architect for clarification.
ISSUES + REVISIONS
NO
DATE
DESCRIPTION
H
July 29, 2016
Issued for Building Permit
I
August 9, 2016
Issued for Tender
3' - 7" 1' - 0"
4' - 4 3/4" 2' - 0 1/8"
1' - 6 1/2"
1' - 7 1/8"
1' - 6"
2' - 2 1/8" 2' - 10 3/8"
4' - 8 3/8"
4' - 1 1/2"
1' - 8 3/4" 5' - 3 1/8"
3' - 4 5/8" 3' - 7"
3' - 7"
1' - 1 3/4" 4' - 2 3/8"
1' - 9 5/8" 5' - 3 7/8"
4" typ. -0 3/4"
4' - 11 5/8"
15' - 2 7/8"
11 3/4" 12' - 3 3/4"
9' - 8 3/4"
4°
5/8"
31.9
-0
1/8"
0° 32.6
-7
3' - 0" Handrail height (typ.)
35.86°
1'
5 A9.11
2'
1070 mm Code min. guard height
80' - 6"
7/8"
1' - 0"
1/4"
0° 32.6
2' - 10 7/8"
4°
Adler Lobby
5/8"
31.9
- 10
97' - 6"
-5
4°
Level 2
1'
31.9
109' - 6"
-2
1'
1'
Level 3
2'
Dashed line indicates far edge of angled top of guardrail
37.15°
Wall base - res-O
Wall base does not wrap end of guard rail. It terminates at the inside edge of the steel plate on the end of the guard rail. See 8/A9.01
1'
3' - 5 1/8"
2' - 6 5/8"
10 7/8"
Section folds
2' - 11 1/8"
0° 32.6
11 3/4"
0° 32.6
3/4"
5' - 0"
-0
1' - 0"
Run 1A 1
Run 1B
Run 1C
Run 1D
Run 1E
Run 1F
Run 1G
Run 1H
Run 1J
Stair 1 - Outer Guard - Interior - Unrolled
Dashed line indicates far edge of angled top of guardrail
Level 3
109' - 6"
Level 2
97' - 6"
2' - 11 7/8"
215 – 309 W CORDOVA ST VANCOUVER BC V6B 1E5 TEL 6 04 73 8 43 23 FAX 604 873 4313 WWW.PUBLICDESIGN.CA
9' - 4 3/4"
3' - 10 3/8"
3' - 11 1/8"
3' - 7"
3' - 7"
1' - 5"
1' - 8 5/8"
2' - 10 7/8" 3' - 7"
4' - 6 7/8"
7' - 5 1/8"
10' - 3 3/8"
3' - 7 5/8"
3' - 8 1/4"
3' - 8 7/8"
2' - 10 7/8"
1' - 0"
1' - 8 5/8"
1' - 6 3/4"
Section folds
2' - 11"
3' - 7"
4" typ.
Wall base - res-O
3' - 0" Handrail height (typ.)
1070 mm Code min. guard height
1/4" = 1'-0"
1/4" = 1'-0"
Run 1F
Run 1E
Run 1D
Run 1C
Run 1B
PROJECT CODE
1512 SCALE
1/4" = 1'-0" 1' - 0"
3' - 7"
2' - 11 1/8"
Stair 1 - Inner Guard - Interior- Unrolled
Run 1G
3' - 2 3/8"
3' - 10 1/4"
12' - 3 3/4"
15' - 2 7/8"
2
Run 1H
Adler University Vancouver Campus 520 Seymour Street, Vancouver, BC
C:\CADtemp\1512 au_brian.rvt 2016-08-09 12:43:43 PM
Run 1J
Wall base does not wrap end of guard rail. It terminates at the inside edge of the steel plate on the end of the guard rail. See 8/A9.01
Adler Lobby
Run 1A
80' - 6"
Stair 1 - Guard Unrolled SHEET
A7.15
1/8" steel plate, precurved; painted to match color of outside of guard Shadow bead Shim - angle varies Wall base - to match color of adjacent painted gwb (res-O)
Light gauge steel furring 1/2" gwb, painted
Resilient flooring res-O
Steel structure refer to structural Miter steel plates at corners. Smooth seam before painting.
Miter steel plates at corner joins. Smooth and conceal seam before painting. Plates should not appear to fold at seam. 1/8" steel plate, precurved; painted to match color of outside of guard
Steel structure refer to structural
1/2"
Wood shim angle varies
Varies
Shim - angle varies Wall base - to match color of adjacent painted gwb (res-O)
Light gauge steel furring
Resilient flooring res-O
Miter steel plates at corners. Smooth seam before painting.
Steel structure refer to structural
Seam between orange resilient flooring and red carpet aligns with inside face of steel plate
Axonometric detail - stair guard rail
P6
1/2" 1/8" steel
Carpet - R
Axonometric detail - stair guard rail
Plan detail - stair guard rail termination
2
Open to beyond
Carpet - R
Wall base does not wrap end of guard rail. It terminates at the inside edge of the steel plate on the end of the guard rail. See 8/A9.01
1/2"
3" = 1'-0"
Metal handrail
1/2" gwb
Wood shim
Steel structure refer to structural
1
3
3" = 1'-0"
2 / A5.11
Plan detail - s
2
Section detail - P6 at metal handrail 1 1/2" = 1'-0"
3" = 1'-0"
2 / A7.12
NO NO DATEDATE
2" 2"
Wall base - to match color of adjacent painted gwb (res-O)
Wall Wall basebase - to match - to match colorcolor of adjacent of adjacent painted painted gwb gwb (res-R) (res-R)
s Varie
1/2" gwb, painted ResilientSteel flooring studs res-O
Miter steel plates at SeamSeam between between corners. Smooth orange orange resilient resilient seam before flooring flooring and red and red painting. carpet carpet aligns aligns with with inside inside face face of steel of steel plateplate
Seam between orange resilient Acoustic flooring insulation and red carpet aligns with inside face of steel plate
Wall Wall basebase doesdoes not wrap not wrap end of end guard of guard rail. It rail. It terminates terminates at theatinside the inside edgeedge of theofsteel the steel plateplate on on the end the of end theofguard the guard rail. rail. See 8/A9.01 See 8/A9.01
3"
Resilient Resilient flooring flooring Steel structure res-O res-O refer to structural
1/2" 1/2" Carpet Carpet -R -R
2 2
Carpet - R
1/2"1/2" 1/2"
6 / A7.15 1 1/2" = 1'-0" 3" = 1'-0"
Wall base - to match color of adjacent painted gwb (res-R) 1/2" 1/2" gwb gwb Wood shim
2"
Stair guard
P6
MetalMetal handrail handrail
Steel structure refer to structural
Issued for Tende
1/2" 1/2"
2 3/4"
Closure Closure assembly assembly Closure assembly Level 4 121' - 6" follows follows slopeslope of of follows slope of guardrail, guardrail, uno. uno. guardrail, uno. gypsum gypsum board board top top gypsum board top and underside and underside and underside Metal handrail Intumescent coating to protect P6 P6 structural steel
Shadow Shadow beadbead both both sidessides
Metal railing 1/8" steel
WoodWood shimshim varies angleangle varies
Wood shim angle varies
handrail MetalMetal handrail
Metal handrail
Adler Lobby
P6
varies varies
varies
Stair
Electrical conduit to beyond OpenOpen to beyond Refer to electrical
80' - 6"
Floor finish - see schedule Structural Structural steelsteel ReferRefer to structural to structural
Open to beyond
Structural steel Refer to structural Existing concrete structure - see structural drawings
P1 Recessed sprinkler -P6 refer P6 to mechanical drawings
Existing concrete structure - see structural drawings
Shadow bead both sides Recessed base plate
Existing concrete structure
Open to beyond
C2
Wall base does not wrap end of guard rail. It terminates at the inside edge of the steel plate on the end of the guard rail. See 8/A9.01
1/2" 1/2" 1/2" 1/2"
Existing wall
Issued for Struct
Issued for Buildi
I August August 9, 2016 9, 2016 Issued Issued for Tender for Tender I August 9, 2016
1/8" 1/8" steelsteel
Shadow bead both sides
1/2" gwb
Sprinkler - refer to mechanical drawings SteelSteel structure structure referrefer to to structural structural
Existing Existing wall wall
1/2"
2 3/4"
P3 1/2" 1/2"
2 3/4"
2" 2"
Varies
Wood shim angle varies
DESCRIPTI
GJuneJune 28, 2016 28, 2016 Issued Issued for Structural for Structural G Tender June Tender 28, 2016 HJuly 29, July2016 29, 2016Issued Issued for Building for Building H Permit July Permit 29, 2016
I
P6
1/2" 1/8" 1/8" steelsteel
C2
5railPlan Section detail - stair 1 at C2 Plan Plan detail detail - stair - stair guard rail termination termination detail - stair guard rail termination 2 guard 3" = 3" 1'-0" = 1'-0"
WoodWood shimshim
1/8" steel
WoodWood shimshim angleangle varies varies Steel structure refer to structural Shadow Shadow bead bead drawings both both sidessides
Shim - angle varies Wall Wall basebase - to - to match match colorcolor of of adjacent adjacent painted painted Light gauge steel gwb gwb (res-O) (res-O) furring
1/8" 1/8" steelsteel
ISSUES + REVISIONS
DESCRIPTION DESCRIPTION NO DATE
G H
varies
1/2" gwb
varies
Steel structure refer to structural
1/2" 1/2" gwb gwb
2"
varies
SteelSteel structure structure referrefer to to structural structural
Varies
1"
Floor finish - see schedule
1 1/2" = 1'-0"
3" = 1'-0"
I S S UIESSS U + ERSE + V IR SE I OVN I SSI O N S
Shadow bead
Section detail -
4
Copyright Copyright reserved. reserved. This design This design and drawing and drawing isCopyright the isexclusive the reserved. exclusive property This property ofdesign of and drawing WMW WMW PublicPublic Architecture Architecture and Communication and Communication WMW Inc. and Public Inc.cannot and Architecture cannot be used be for used and Communicatio for any purpose any purpose without without the written the written consent consent of theof any Architect. the purpose Architect. This without drawing This the drawing is written not is not consent of th to be used to be for used construction for construction until issued until issued for that for topurpose that be used purpose by forthe construction by Architect. the Architect. until issued for th Prior Prior to commencement to commencement of theof Work the Work the Contractor the Contractor Prior shall to commencement verify shall verify all allof the Work the Cont dimensions, dimensions, datums datums and levels and levels to identify to identify any errors dimensions, any errors and omissions; and datums omissions; and levels to identify any ascertain ascertain any discrepancies any discrepancies between between this drawing thisascertain drawing and the and any full the discrepancies Contract full Contract between this dra Documents; Documents; and, bring and, bring these these items items to theto attention theDocuments; attention of theof Architect and, the Architect bring forthese foritems to the atte clarification. clarification. clarification.
Miter steel plates at corner joins. Smooth and conceal seam before painting. Plates should not appear to fold at seam. 1/8" steel plate, precurved; painted to match color of outside of guard
Existing wall
Closure assembly follows slope of guardrail, uno. gypsum board top and underside
Shadow bead both sides
Wall base - to match color of adjacent painted gwb (res-R)
1/2" gwb, painted
1
Seam between orange resilient flooring and red carpet aligns with inside face of steel plate
2"
1/8" steel
1/2" gwb Shadow bead
Varies
de
Miter steel plates at corner joins. Smooth and conceal seam before painting. Plates should not appear to fold at seam.
1/8" steel
1" Section P6 at P3 at F1 at C2 Section Section detail detail - P6-3at P6metal at6metal Section handrail handrail detaildetail - P6 at- metal handrail
3 3
2 / A5.11 2 / A5.111 1/2" 1 1/2" = 1'-0" = 1'-0"
2 / A5.11 1/2" = 1'-0" 2 / A5.11 1 1/2" =11'-0"
metal handrail Section Section detail detail - P6-4at P6existing at7existing Section wallSection wall detaildetail - P6 at- existing wall to existing slab
4 4
2 / A7.12 2 / A7.121 1/2" 1 1/2" = 1'-0" = 1'-0"
P6 P3
P4
1 / A7.12
D D
Floor finish - see schedule Existing concrete structure - see structural drawings
8
1/2" = 1'-0" 2 / A7.12 / 1 1/2" =11'-0"
D
4"
es
101
P6 P6
D
Steel structure refer to structural P6 drawings 3 1/8"
P6 P6
P6 P11
LevelLevel 2 297' -97' 6" - 6"
Level 2
97' - 6"
Section detail 1" = 1'-0"