KELLIE M LOCKE architecture + design portfolio
KELLIE M LOCKE 317.508.7779 kelliemlocke@gmail.com
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ACADEMIC WORK elBulli Institute..........................................................04 Emergence................................................................12 Construction of a Home........................................16 Emerging in a Clearing..........................................20 INSTALLATION + PERSONAL WORK Digital Shadow.........................................................26 Mirrored Growth......................................................30 Orbitals......................................................................33 Twin Tables................................................................34 PROFESSIONAL WORK mossArchitects.........................................................36 Interbrand Design Forum......................................42 Chameleon Architecture.......................................46 Works Partnership Architecture...........................52
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elBULLI INSTITUTE This home of the elBulli Institute of North America was generated in a “Pseudo Vertical” studio experience, in which a highly articulated process guided students’ work in answering one question: What is the skyscraper of tomorrow? The arrival of the skyscraper forever changed the field of architecture, and was the catalyst for the development of mega metropolises such as New York City. This studio asked students to propose the Culinary institute | Spring 2016 Manhattan, New York
4 | academic work
next iteration of what it means to build vertically, and what new architectural forms might be generated by the quest to redefine the skyscraper typology. As a culinary institution explores the multiple facets of food as an artistic medium, the assigned program of elBulli places value on the experimental process of design employed in designing this architecture.
New York City provided the appropriate setting to explore the concept of Pseudo Vertical, where students could draw on the rich history of traditional skyscrapers and radical architecture. All projects were situated on the Highline in Manhattan, challenging the proposals to consider unique methods of engagement with the public.
academic work | 5
input The initial focus of design was tocage generate a buildable, structural cell through immediate methods of modeling, primarily paper folding. This project ultimately utilized a sturdy building block of a triangular prism, modified through folding techniques to carve subtle voids out of the solid when considered as a unit, and a create a complex pattern of voids when the cell is repeated. As self-contained units, a connector
cage input
was also developed as a construction method for forming a system of cells. The spatial voids created though this process of construction became of particular interest: how each cell and connector reached out to support the next, carving out a stark network of figure and ground which began as organic growth, and eventually described unpredicted mathematical geometries.
delineate geometry
base unit
cage input
base unit
delineate geometry
identify connection
delineate geometry
6 | academic work
execute folds
execute folds
cell repitition explored in paper model
academic work | 7
base unit
Following hand-modeled cell development, arrangement of plugged into a digital system of points that described the cells on the site called for a final modification of the cell to skeleton of eventual massing of cells. The massing was allowed allow direct connection of units into a building form. A flat face to sprawl beyond the initial site and into a neighboring block, was added to each of the three sides of the cell, facilitating providing more opportunity for direct engagement with the inputsides with surrounding cells. With delineate geometry connection oncage all three Highline, and to explore the ideas of organic growth of solid execute folds more solid connections in place, the cell was repeatedly and void in the system of cells.
base unit
identify connection
delineate geometry
base unit
execute folds
aggregate
identify connection
execute folds
identify connection
8 | academic work
aggregate
connecting faces + points connecting faces + points
lateral aggregation lateral aggregation
multi-layer aggregation
academic work | 9
To fulfill the programmatic needs of the future user, the future skyscraper embraces not only solids which offer density of activity, but also embraces voids as an essential element of its own comprehension. While the masses of the skyscraper are understood through their relationships with one another, the user understands the space through their bodily relationship to a void; their connection to the surrounding and the world at large. The void is, by definition, considered as an absence, an emptiness. However, as the space between masses, the void serves as a connector by default: it is providing an opportunity for visual and physical movement between, but what else can be programmed into this performance in the new skyscraper?
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As the needs of tenants evolve at an increasing pace in a high-speed, global society, so must the new skyscraper be prepared to evolve. The need to grow and expand is evident in the skyscraper’s very existence, but the new skyscraper is truly pseudo-vertical: functions grow organically, rather than stack. Program might move, revolve, and sprout in unprescribed directions. This organic, freeform growth does not bow to architecture’s customary ideas of efficiency and how to achieve it. And as growth occurs, voids are defined as masses form around them, connecting the formal dissonance and building an identity of its own: the Programmatic Void. Pseudo Vertical Manifesto | Spring 2016
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EMERGENCE Emergence is a creative placemaking effort in the Price Hill neighborhood of Cincinnati, filling in an unused lot in the otherwise active district formed along Warsaw Avenue. This proposal inserts a space into this district that pulls the protective, encompassing nature of a wooded area into the open, visible space along the streetscape. The proposed scheme is also responding to a disruption in the streetfront condition of Warsaw Avenue, using a repetitive element to form a buffer, and suggest the Creative Placemaking | Spring 2016 Cincinnati, OH *awarded 2nd place in competition studio
12 | academic work
continuation of buildings that meet the sidewalk. As the grocery store often acts as a community hub for this underserved neighborhood, a site near Kroger was deliberately chosen for the placement of a safe, visible gathering space which supplements that already active environment of Warsaw Avenue. Inexpensive, off-the-shelf materials are used to create a comprehensive space that minimally impacts the site, but has potential to have a great deal of positive social impact.
Kroger grocery store
academic work | 13
At its core, Emergence creats an “artificial forest� and subsequent clearing within, that invites resting, playing, and gathering. The wall of trees bordering this site to the north is a forbidding edge, as the slope of the site drops steeply where the trees begin. Painted PVC piping placed on a polar grid centered on the site gently slopes into the gathering space, embracing the inhabitant without cutting him or her off from the world. Stepped risers surround the clearing, creating a performative gathering space in this urban corridor as well as inviting both rest and play. The proposal ultimately inquires how little is needed to suggest space and create a memorable place that will be cherished by the user.
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8
16
32
elevation from warsaw ave 4
8
16
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CONSTRUCTION OF A HOME Honors Thesis| Spring 2014 Ball State University, Muncie, IN
Do you have to travel to be at home? College students are somewhat displaced, leaving a childhood home but remaining transitory. A space to reflect on the qualities of home appeared on campus, asking observers to simply slow down, sit, and “Tell me about your home.” An individual design-build project challenged my knowledge of construction, ability as a maker, and intuition as a designer after four years of architectural education. I erected a small structure whose design is informed by my discomfort around the sense of home on campus and users discuss with me their ideas on what makes a home. Most students live away from what they would call “home” while at school, but this project asks “Do you have to travel to be at home?” The simple presence of the structure on campus draws in fellow students, providing an opportunity to remove themselves from frequently emotionally distant surroundings and reflect.
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early concept models serve as sketches exploring forms that support intents of reflection, disorientation, and introversion
full scale mock-ups allow for experimentation in construction method and present questions about the user’s spatial experience
footprint pushes the form further and facillitates exploration of entry, approach, and occupation
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With the structure’s footprint determined early in the design and construction process, the final form the piece was to take continued to develop throughout the construction. Final decisions in areas such as cladding, roof structure, and level of enclosure were debated throughout construction, and solved through a succession of full-scale mock-ups before the piece was available for user interaction.
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project is placed on site for activation; a lack of formal announcement or verbal prompt for users allowed for observation of raw user reaction and interactivity at a distance academic work | 19
EMERGING IN A CLEARING Emerging in a Clearing is a pavilion for the Gaston, IN trailhead of the Cardinal Greenway. An experiential approach takes precedence in the design, recognizing the unique, even divine experience of emerging into the open space and open sky of the site after miles of the greenway condition: flanked tightly by trees on either side of a path that is at its widest, 10 feet wide. The repetitive articulation of the structure is a nod to the leafy shadows the user Trailhead Pavilion | Spring 2013 Gaston, IN
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has left behind, slowly dispersing as the user moves through the site. The lines of the form pull the user gently and subtly away from the rigid narrowness of the path, breaking the trance of biking or running for miles. The form emerges slowly as the user emerges from the greenway, quietly ushering its visitors from one extreme condition to another.
sight lines in direction of views toward water towers acting as orientational landmarks in Gaston
compression gives way to release as the user approaches the trialhead and the field of vision widens , drawing the user from the narrow path
a corridor-like directionality of the greenway creates compression and monotony for cyclists/runners
Early site analysis inspires the form in plan and reveals lines and geometry that would later dictate movement through the site and building enclosure. After monotonous, shrouded movement along the greenway, the user experiences a haptic release and renewed sense of place with small visual references to the surrounding town of Gaston. Careful consideration is taken to complement the experience of the greenway in built form, and for the structure to live gently on the site.
academic work | 21
the sense of compression and release on the site, as well as the filtered light of the greenway inform the pavilion’s design in section as well as plan
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event space in the buiding’s program favors views toward Gaston
academic work | 23
Progression from the greenway and through building drove the process of design for the pavilion. From an early stage, the ideas of directionality, compression and release, and elevation of the user from one environment to another were investigated. Quick, exploratory models were used to determine how articulation of space, from geometry to detailing, could affect the user’s experience.
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DIGITAL SHADOW Digital Shadow is an interactive piece programmed using the arduino platform. Glowing LED lights, diffused within a minimal box placed on the wall, invite the viewer’s inspection, but do not immediately reveal their function. It is not until the viewer passes by the piece that the lights are called to action to follow their movement. Passing by or a wave of the hand will reveal a delayed mirror of the viewer’s motion, allowing them to discover the directional movement of this piece. Electronic installation | Spring 2017
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This delayed reaction evokes a curiosity from the viewer: a mysterious presence is unexpectedly following them. Activated by obscuring the light of the room that is reaching the piece before revealing it again, Digital Shadow is experienced through movement. This creates a shadow of one’s shadow, a ghostly mirror of activity around us, trying to keep up.
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MIRRORED GROWTH Encasing an object indicates value, the act itself might even be seen to assign value to the enclosed object. Particularly in a gallery context, an encased object asks to be inspected, but from a safe distance. Mirrored Growth places the relationship between viewer and encased object under scrutiny by juxtaposing the object on display with the viewer’s own image, reflected back to them. Reflective privacy film employed in this piece toys with the Gallery Installation| Spring 2017 *exhibited at Pyramid Hill Sculpture park in Hamilton, OH, for International Sculpture Day
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viewer in that the contents of the case can be seen from a distance, even infinitely reflected by the film, but becomes obscured when the viewer approaches. As a viewer comes closer, the light inside the case turns off, and the case becomes reflective rather than transparent. The introduciton of this simple interactive element asks viewers to consider how their presence completes and assigns value to a piece in this context.
A transparent display case is coated with mirrored, one-way privacy film with the idea that the enclosure of an object denotes value and invites inspection of the object. The privacy film only allows light to effectively penetrate the case in one direction, leaving a transparent case when lit from within, and a mirrored box when lit from the outside.
An object is placed inside the case for inspection. It is imagined that the object within could be changed to varying effect for different exhibitions, and in this case, the enclosure of a plant creates a relationship between viewers’ interest in the piece and the presence of life-giving light. The enclosed object is placed on plane of translucent plastic that hides interior components while allowing light to illuminate the enclosure.
A supportive pedestal base is simple and straight-forward in form to allow viewers’ attention to remain focused on the enclosed object as they approach. The box form of the base also provides ample space to lay out interior components including an arduino board, wiring, lighting, and support for the enclosed object.
An adjustable proximity sensor placed in the base of the piece creates a threshold which, once crossed by the viewer, triggers the action of the piece.
installation + personal work | 31
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ORBITALS
The culmination of a semester spent exploring neon as an artistic medium, Orbitals places three-dimensional geometries in space, while neon tubing and mirrored film lends the added dimension of glowing, bouncing light. installation + personal work | 33
TWIN TABLES This set of identical tables was designed in response to a specific set of requirements in order to function as bedside tables. Keeping the bedroom free of clutter is key to maintaining a peaceful sleeping space where the mind can also be cleared. However, items that are closest to us tend to accumulate in the bedroom: books, devices, Furniture Design + Production | Spring 2016 Personal project
34 | installation + personal work
jewelry. This table is designed to be an object of interest in itself, to encourage keeping it clear, or to display items that have value in being seen, while providing storage to stow away visually distracting items. Details are articulated to express the tectonic relationships between distinct functional elements: table top, legs, and shelf.
the table top sits within a cradle formed by the legs of the table
both functional and structural, the shelf rests upon supports, and provides stiffening along the depth of the table
horizontal supports brace the table legs while cradling the lower shelf
installation + personal work | 35
mossARCHITECTS LAWRENCEVILLE RETAIL RENOVATION
This proposed retail + commercial office building renovation in Pittsburgh’s Lawrenceville neighborhood is designed to remain respectful to the well-established aesthetic of a neighborhood that is undergoing rapid revitalization, but also introduce a contemporary architectural landmark to the area. Patterning and folding techniques are employed in the front and rear facades to to create an interaction with the streetscape unlike that of the buildings around it. Mixed-use renovation | Summer 2018 Lawrenceville, PGH Role: Design team member
As a traditional building material, the use of brick is a nod to the 5151 Butler Street
08.08.18 neighborhood’s architectural history. As a way to elevate the material, alternative brick patterns were studied. The design team to proposed a flemish bond pattern throughout, recessing brick heads on designated portions of the facade to lend dimension.
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515
professional work | 37
Rendered Elevations
The primary elevation takes latitudinal cues from the adjacent building (owned by the same owner); steel-framed windows reinforce this abstracted relationship. Utilizing this proportion of the fenestration as an organizing principle of this project allowed the design team to further respond to the traditional scale and relationship to the street that makes the neighborhood so successful.
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5151 Butler Street 08.08.18
scale 1/4” = 1’-0”proportions also help set the location of a vertical “hinge” These same point from which the facade subtly folds. Finally, brick patterning accentuates the folds in the facade; brick heads are recessed on the square faces, creating a dynamic texture that is reflected in the design of a steel screen over a window.
5151 Butler Stre
08.08
Even on the alley-facing facade of the building, the owner wanted to introduce a dynamic and distinct form. Folding was used once again to create two facets, and allow one face to dip back toward the front of the building, with the added benefit of more potential to drive light into the space. A slight cantilever over the first floor was also proposed to make up for small amounts of floor space lost to the folding at the front facade.
professional work | 39
THE MILK SHAKE FACTORY
Native Pittsburgh business The Milk Shake factory enlisted mossArchitects to design and implement a prototype for new stores as the ice cream chain prepared to quickly expand with new locations in Pittsburgh and further into neighboring regions. The design would take cues from the existing location at PNC tower, but needed to be specified with furniture, fixtures, and equipment that would support their goals for brand expansion. Working closely with the client, a detailed prototype book was developed and edited as it was tested against the first new store build in Pittsburgh’s East Liberty neighborhood. The prototype book included material and fixture specifications, as well as an extensive package of millwork design drawings for pieces used in all new stores. Restaurant Prototype | 2018 Pittsburgh, PA Role: Design team member, drafting & prototype drawings
2
1
3
A
The Milk Shake Factory, East Liberty
$
$
123.00
$
A.1
The Milk Shake Factory, Oakland
B
A.1
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Detailed design drawings for custom millwork pieces to be incorporated into the brand’s standards were produced as part of the prototype package. Final built pieces shown here are from the East Liberty location. professional work | 41
INTERBRAND | DESIGN FORUM Design Forum Architects is an architecture firm operating under Interbrand, a major global brand consultancy. Interbrand Design NOTES FINISH NOTES Forum FINISH specializes in retail environments and works with major brands, including Trek Bicycles. For Trek, Interbrand Design Forum creates branded spaces for bike shops the Trek acquires, or creates new bike shops from unoccupied space, such as this project in FINISH LEGEND Pottstown, Pennsylvania.
FINISH SCHEDULE
CEILING ACT-1
38 SF
ACT-2
105 SF
PRODUCT
MANUFACTURER
STYLE
COLOR
ACOUSTIC CEILING TILE 24 x ARMSTRONG 24 ACOUSTIC CEILING TILE 24 x ARMSTRONG 24
SQUARE EDGE - CALLA MINERAL FIBER
POLISHED CONCRETE LEVEL 2 MATTE FINISH PER CONCRETE POLISHING COUNCIL (CPC) STANDARDS
FLOORING CONC-1
3226 SF
REFINISHED CONCRETE
CONC-2
1275 SF
EXISTING CONCRETE
NOTES
COMMENTS
FLAME SPREAD RATING
BLACK
ASTM E-84: CLASS A
WHITE
ASTM E-84: CLASS A
AGGREGRATE EXPOSURE AS NECESSARY TO CREAT A LEVEL SURFACE EXISTING CONCRETE FLOOR TO BE CLEANED OF RESIDUE FROM PREVIOUS FLOORING
CPT-1
42 SF
CARPET
PATCRAFT
ORBITAL 10379
ATOMIC 00590
SV-1
164 SF
MEETS NFPA CLASS 1 PER ASTM E-648 6" INTEGRAL COVE W/ ALUMINUM ASTM E-648: P O.45 TRIM (CLASS 1)
SHEET VINYL
MANNINGTON COMMERCIAL
RESILIENT SHEET
GRAPHITE 18002
WALLS, DOORS & CEILING PT-1 2648 SF
PAINT
SHERWIN WILLIAMS
3494 SF
PAINT
SHERWIN WILLIAMS
SW7006 EXTRA WHITE SW7069 IRON ORE
1, 3
PT-2
1, 3
USE CP-1 PRIMER
ASTM E-84: CLASS A
PT-3
4434 SF
PAINT
SHERWIN WILLIAMS
EGGSHELL SEMI GLOSS EGGSHELL SEMI GLOSS EGGSHELL SEMI GLOSS
1, 3
USE CP-1 PRIMER
ASTM E-84: CLASS A
PT-4
4529 SF
PAINT
SHERWIN WILLIAMS
3
USE CP-1 PRIMER
WP-1
824 SF
PLASTIC WALL PANEL
INPRO CORP
RIGID WALL PANEL
SW7067 CITYSCAPE SW6258 TRICORN BLACK FEATHER 238
WP-2
207 SF
PLASTIC WALL PANEL
CRANE COMPOSITES
RIGID WALL PANEL
WALL BASE SV-1 VWB-1
51' - 10 5/16"
SHEET VINYL BASE
495' - 8 5/16"
VINYL WALL BASE
MANNINGTON COMMERCIAL VPI
2
GRAPHITE 18002
2
BASE
DOOR
CLASS A/1: FLAME SPREAD 25 PER ASTM E-84-91A CLASS A/1: FLAME SPREAD 25 PER ASTM E-84-91A
FOH CERTIFIED SERVICE 103
UL 9921 2.0 (CLASS C) ASTEM-E-84-769: 200 CLASS C
CONC-1 PT-1/PT-2
101
VWB-1
CONC-1 PT-1/PT-2
1
PT-3
CONC-2
PT-3
VWB-1
PT-2
1
5 A501
4
3
BEFORE PROCEEDING WITH PROCUREMENT, THE RESPECTIVE INSTALLER SHALL FIELD VERIFY DIMENSIONS TO ASSURE THAT SUFFICIENT QUANTITIES MATERIAL ARE ORDERED TO COMPLETE THE WORK.
6.
UPON RECEIPT FROM THE MANUFACTURER, THE INSTALLER SHALL INSPECT MATERIALS FOR DEFECTS, FLAWS, SHIPPING DAMAGE, CORRECT COLOR AN PATTERN. PRIOR TO BEGINNING WORK, DAMAGED OR WRONG MATERIALS SHALL BE RETURNED TO THE MANUFACTURER FOR IMMEDIATE REPLACEME TO PREVENT DELAYS IN THE COMPLETION OF THE WORK.
7.
COMPLIANCE WITH THE MANUFACTURER'S REQUIREMENTS FOR HANDLING STORAGE, INSTALLATION, AND PROTECTION IS THE EXCLUSIVE RESPONSIB OF THE G.C. AND THEIR RESPECTIVE INSTALLERS.
8.
ALL FLOORING AT ALL FRONT OF THE HOUSE AREAS MUST BE INSTALLED TI TO PARTITION.
9.
FINAL PROFESSIONAL CLEANUP BY G.C.
1.
FIXTURES PROVIDED BY OWNER UON.
2.
PAINT ACCENT WALLS PT-3 TO 10' - 0" AND PT-2 ABOVE AS INDICATED.
3.
BIKE PLATFORM. OFOI.
4.
PALLET STORAGE RACKS. OFCI.
5.
INSTALL TRANSITION STRIP. JOHNSONITE#EG-XX-G REDUCER. COLOR TBD.
6.
BIKE STORAGE RACKS. OFCI.
7.
PRIME WALL FOR GRAPHIC INSTALLATION.
8.
GC TO PROVIDE AND INSTALL WALL STANDARDS AND 12" DEEP SHELVING IN STORAGE CLOSET. 4 SHELVES IN HEIGHT.
9.
MILLWORK TO BE FURNISHED AND INSTALLED BY MILLWORK CONTRACTOR. SUBMIT SHOP DRAWINGS TO TREK PM FOR APPROVAL.
TRANSITION
10. SAW CUT TRANSITION FROM FINISH CONCRETE FLOOR TO EXISTING.
7 6
3 3 6
CORRIDOR
6
108 CONC-1 PT-1/PT-2
SHOWROOM
VWB-1
102 VWB-1
PT-2 1
CONC-1 PT-1/PT-2
3
PT-2 1
5
2
A501
3 5
A501
PT-3/PT-2 9 1 A501 5
DRESSING ROOM 104
ON-FLOOR STORAGE WOMEN'S RESTROOM 105
MEN'S RESTROOM
106
107
OFFICE/ BREAKROOM 109
CPT-1
PT-1
CONC-1
PT-1
SV-1
PT-3/WP-2
SV-1
PT-3/WP-2
CONC-2
VWB-1
PT-2
VWB-1
-
SV-1
PT-2
SV-1
PT-2
VWB-1
1
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COVE BASE TO BE USED IN ALL AREAS INDICATED. USE ROLL GOODS ONLY. SEAMS SHALL OCCUR WITHIN 6" OF AN OUTSIDE CORNER.
5.
SHEET NOTES
PT-2
PT-1
FIXTURE & FINISH PLAN 3/16" = 1'-0"
4.
13. DIMENSIONS ON DRAWINGS ARE FINISH FACE TO FINISH FACE OF PARTITION COLUMNS, ETC., OR WHERE SHOWN, UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS.
110
10
1
FINISHES CALLED OUT SHALL EXTEND OVER, UNDER, AND/OR BEHIND ANY ITEMS OF BUILT-IN MILLWORK, EQUIPMENT, MIRRORS, ETC. AS INDICATED O DRAWINGS.
12. NO SEALERS OR FINISHES TO BE APPLIED UNTIL FLOORS ARE SWEPT AND MOPPED CLEAN.
BOH
2
3
G.C. TO FURNISH AND INSTALL REDUCING OR TRANSITION STRIP AT ALL VCT FLOORING AND OTHER FLOORING TRANSITIONS BETWEEN FLOORING MATERIALS.
3.
11. G.C. TO VERIFY CONDITION OF EXISTING FLOOR. EXPOSED CONCRETE TO B PRESENTABLE; FREE OF GLUE, STAPLES, CRACKING, ETC. FLOOR CONDITIO TO BE VERIFIED FOR EVEN LEVEL. G.C. TO REPORT ANY DISCREPANCY & CONDITION TO THE ARCHITECT.
ENTRY
VWB-1
G.C. IS TO PROTECT ALL SURFACES BEFORE CONSTRUCTION BEGINS AND RESTORE TO LIKE-NEW CONDITIONS ONCE CONSTRUCTION IS COMPLETED.
2.
10. G.C. TO PROVIDE 10 PERCENT OF ALL MATERIALS INCLUDING BUT NOT LIMIT TO FLOOR FINISHES, CEILING FINISHES, WALL BASES, ETC. FOR "ATTIC STOC
ASTM E-648: P O.45 (CLASS 1)
BLACK-BROWN 94
1
WALL
1.
ASTM E-84: CLASS A
PROVIDE CRANE ALUMINUM EDGE TRIMS, BRUSHED METAL(25BM) FOR INTERMEDIATES AND CORNERS
6" INTEGRAL COVE W/ ALUMINUM TRIM
FLOOR
Tenant Improvement | Fall 2017 Pottstown, PA Role: Project Coordinator; Drafting, client coordination, permit preparation
USE CP-1 PRIMER
4
BRUSHED METAL (25BM)
1. WALLS (TYP) EGGSHELL. TOILET WALLS EGGSHELL. DOORS AND FRAMES (TYP) EGGSHELL. 2. SEAL, APPLY 2 COATS OF WAX AND POLISH VCT PER MFG. RECOMMENDATIONS. 3. MUST MEET OR EXCEED LEED STANDARDS FOR LOW VOC AND LOW EMISSIONS. 4. PROVIDE FRP PANELS TO 4'-0" A.F.F. IN TOILET ROOMS, AS REQUIRED BY CODE AND AROUND JANITORS SINK. 5. PAINT ABOVE PANELS WITH PT-1
PT-3/ PT-2
AMOUNT
8
1
1
PT-3 PT-2 1
3
2
1
14
13
13 110 A201 1
1
5
101
6
2
15' - 8"
1' - 5"
22' - 0"
1 1
7 2' - 7"
4 2
2 11' - 0"
4
6
A201 7
3
15' - 9"
6
FOH CERTIFIED SERVICE
2
10' - 6"
4
10' - 0" OPENING
1
A201
1
103
6
6
111
102
6
2 3' - 0"
2
1
DRESSING ROOM
1' - 0"
2' - 10"
107
2' - 10"
2
2 1
105
3' - 0"
4' - 0"
4' - 2"
ON-FLOOR STORAGE 3
106
2
8
2
6
2
3
2
8 2
9 A401
3' - 0" 2
5' - 8"
109
4
OFFICE/ BREAKROOM 109
12
0' - 4"
109B 8' - 2"
6' - 6"
3' - 1"
9' - 3"
8' - 10"
WOMEN'S RESTROOM
MEN'S RESTROOM
106
107
11
1
109A 15' - 2"
16' - 4"
1 A401
FLOOR PLAN 3/16" = 1'-0"
INTERIOR ELEVAT
5
PT-1
6
5
PT-2
TYP. 8
5
PT-1
5 A502
PT-2
5
5
PT-2
4 A501
5
PT-3
5
5
PT-1
TYP. 8
7' - 1" (PT-2)
PT-1
17' - 8"
4' - 0"
6
6 8' - 0"
3' - 0"
10' - 0"
OPEN TO BEYOND
2
1.
INSTALL WALL BASE AS INDIC
2.
EXISTING STEEL COLUMN PAI
3.
WATERLOO SIGN. OFCI.
4.
PRIME WALL FOR WALL GRAP
5.
PAINT WALL AS INDICATED.
6.
INSTALL SURFACE MOUNTED OFCI.
7.
WOOD PLANKING FURNISHED CONTRACTOR.
8.
EXISTING STRUCTURAL FRAM PT-4 EGGSHELL.
9.
MONITOR PROVIDED BY TENA
10.
UNDER CABINET LED STRIP L STATION.
1' - 0"
5' - 0"
5' - 0"
5' - 0"
10' - 0"
OPEN TO BEYOND
10' - 0" (PT-1)
9' - 0" 10' - 0" (PT-1)
1
4 7
7' - 11"
102C 10
1 9
3' - 11"
1
1
4' - 0"
2' - 10" 2' - 8"
1 1
4' - 6"
1
104
6' - 1"
2
108
5' - 9"
1 1
104
1
3
CORRIDOR
8' - 6"
7
25' - 9"
5' - 0"
20' - 10"
11
110
BOH CERTIFIED SERVICE
SHOWROOM
2
BOH
24' - 9"
A201
4' - 0"
A 9' - 6"
ENTRY
5
3' - 1"
101
1
1
VWB-1
10
10
SHOWROOM ELEVATION - EAST 3/16" = 1'-0"
9
9
3
7
VWB-1
VWB-1
1
2
1
VWB-1 1
VWB-1 1
SHOWROOM ELEVATION - SOUTH 3/16" = 1'-0"
professional work | 43
Interbrand Design Forum serves as the Architect of Record for hundreds of Starbucks Coffee renovations and tenant fit-outs each year. As a major client of Interbrand Design Forum, working with Starbucks requires deep familiarity with brand standards and equipment, and applying that knowledge to varying jurisdictions to obtain permit approval. Tenant Improvement | Winter 2018 Aurora, CO Role: Project Coordinator; Drafting, permit preparation
EXTERIOR ELEVATION NOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION.
EXTERIOR SIGNAGE SCHEDULE - "S"
DESIGN ID COUNT SIGNAGE - DISK 13164 2
DESCRIPTION
FURN. BY
SIGN - DISK SF ILLUMINATED FLUSH MOUNTED EVOLVED - 60IN 1525MM SIGNAGE - DRIVE-THRU 14091 1 SIGN - DT DIRECTIONAL EXIT SIGN ILLUMINATED ARROW SERIES - 46IN 1170MM 14099 3 SIGN - DRIVE THRU ILLUMINATED ARROW SERIES FLUSH MOUNTED - RH - 48IN 1220MM 14104 1 SIGN - DT DIRECTIONAL ILLUMINATED ARROW SERIES WITH LOGO - 46IN 1170MM 14106 1 SIGN - DT CLEARANCE BAR ARROW SERIES FREESTANDING SIGNAGE - WORDMARK 11395 2 SIGN - INLINE ILLUMINATED FLUSH MOUNTED - 18IN 455MM
3
SB
SB
SB
SB
SB
SB
SB
SB
SEE DETAIL:4/A-104
SB
SB
SEE DETAIL:2/A-104
SB
SB
"STARBUCKS'' ONLY WHITE LETTERS
B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE.
SEE DETAIL:5/A-104
C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE. D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS DESIGNER FOR APPROVAL. E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL JURISDICTIONAL REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD APPROVAL.
S 14099
12' - 0"
5
F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH STARBUCKS ARCHITECTURAL DRAWINGS.
6' - 8"
T/O PARAPET 3' - 7"
+/- 20' - 1"
T/O ROOF
G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED.
T/O ROOF +/- 17' - 0"
+/- 16' - 4"
H. EXISTING EXTERIOR BY LL, UON.
4
SHEET NOTES B/O CANOPY +/- 10' - 8"
EQ
EQ
16' - 6"
1
ET
6
ET
7
EXISTING CANOPY. ALL PROJECTIONS TO MEET STARBUCKS REQUIREMENTS.
5.
TOP OF ROOF DECK.
6.
EXISTING EXTERIOR SCONCE.
7.
EXISTING STOREFRONT DOOR AND WINDOW SYSTEM.
ET = EXISTING TEMPERED GLAZING
SB-GC
FURNISHED BY STARBUCKS (WAREHOUSE OR VENDOR) / INSTALLED BY GC
SB-SB
FURNISHED BY STARBUCKS (WAREHOUSE OR VENDOR) / INSTALLED BY SB (WAREHOUSE OR VENDOR)
1/4" = 1'-0"
8' - 1"
TYP.
700 W. Pete Rose Way, Suite 460 Cincinnati, OH 45203 Tel: (513) 421-2210
3
3
S 11395
S 14099
5
3' - 0"
GC-GC
FURNISHED BY GC / INSTALLED BY GC
LL-LL
FURNISHED BY LANDLORD / INSTALLED BY THE LANDLORD
T/O PARAPET
PROJECT NAME:
T/O ROOF
EQ
5' - 2"
+/- 17' - 0"
EQ
EQ
EQ
B/O CANOPY +/- 10' - 8" 4
EQ
ET
ET
ET
4
EQ
STORE #: PROJECT #:
6881 20491-043
ISSUE DATE: DESIGNER: LEED R AP: PRODUCTION DESIGNER: CHECKED BY:
01/16/2018 HANNA LEE STARBUCKS CHAD GLEASON DON RETHMAN
Revision Schedule
ET 5' - 10"
Rev
2
2
NORTH ELEVATION Scale:
Date
By
Description
ET FINISHED FLOOR
ET
+/- 0" 6
7
SHEET TITLE:
EXTERIOR ELEVATIONS ET = EXISTING TEMPERED GLAZING
SCALE: 1/4" = 1'-0"
1/4" = 1'-0"
44 | professional work
Timothy L. Raberding, PE Professional Engineer License: 38761
NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING / CONSTRUCTION
1
TYP.
+/- 20' - 1"
ET
Donald J. Rethman Architect In Charge License: 305933
Design Forum Engineering
SMOKY HILL & BUCKLEY
1
700 W. Pete Rose Way, Suite 460 Cincinnati, OH 45203 Tel: (513) 421-2210
RESPONSIBILITY LEGEND
6
ET
1/29/2018 11:16:28 AM
TENANT SIGNAGE SHOWN FOR REFERENCE ONLY TO BE PERMITTED SEPARATELY BY SIGNAGE VENDOR.
4.
STARBUCKS TEMPLATE VERSION i2017.11.
Design Forum Architects Inc
FINISHED FLOOR
EAST ELEVATION Scale:
3.
2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575
THESE DRAWINGS AND SPECIFICATIONS AR CONFIDENTIAL AND SHALL REMAIN THE SO PROPERTY OF STARBUCKS CORPORATION WHICH IS THE OWNER OF THE COPYRIGHT THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHAR WITH THIRD PARTIES OR USED IN ANY MANN ON OTHER PROJECTS OR EXTENSIONS TO T PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION THESE DRAWINGS AND SPECIFICATIONS AR INTENDED TO EXPRESS DESIGN INTENT FOR PROTOTYPICAL STARBUCKS STORE (WHICH SUBJECT TO CHANGE AT ANYTIME) AND D NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATI NOR LIABILITY TO THE OTHER (EXCEPT STAT ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.
SIGNAGE NOT IN CONTRACT, SHOWN FOR REFERENCE ONLY.
ET
ET
+/- 0"
1
EXISTING STOREFRONT WINDOW SYSTEM.
6' - 0"
6' - 0"
ET
14' - 11"
M:\Starbucks\Projects\Colorado\Smoky Hill & Buckley - Aurora\2018_0118_20491 Smoky Hill Buckley_END CD.rvt
TYP.
EXISTING EXTERIOR FINISHES.
2.
STARBUCKS COFFEE COMPANY
PROJECT ADDRESS:
EQ
EQ
1.
R C 2017 STARBUCKS COFFEE COMPANY
17000 E SMOKY HILL ROAD AURORA, CO 80015
4
COMMENTS
3
S 11395 1
INST. BY
0
2' Scale: 1/4" = 1'-0"
4'
8'
SHEET NUMBER:
A-201
BACKBAR SECTION Scale:
SHEET NOT
1/2" = 1'-0" SW7015-ES
GYP. BD. CEILING AT 8' - 6" AFF
SW7015-ES
3
1
9
F 12716 (5)
3
3
SHEET 10 NOTES
I-502
4 7/8"
14
20 Ga 6" (152 mm) metal studs 16" (406 mm) O.C. with 5/8" (16 mm) moisture resistant gypsum board on both sides to 6"
7 1/4"
drywall ceiling above And/CEILING OR to min. 6" above lay-in ceiling as REFLECTED PLAN
applicable. Secure moisture resistant gypsum board to studs Scale: 1/4" = 1'-0" with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports. Provide 45 degree metal stud Diagonal Bracing @ 48" (1219 mm) O.C. From top of stud wall to structure above.
6 5/8"
18' - 0 1/4"
PAINT CEILING SUR
4.
LINE OF SOFFIT/ HE
5.
ALIGN FINISHED SU
6.
INSTALL SURFACE INTERIOR AND EXT HEIGHTS.
FURNISHED BY STARBUCKS (WAREHOUSE OR VENDOR) / INSTALLED BY GC
SB-SB
FURNISHED BY STARBUCKS (WAREHOUSE OR VENDOR) / INSTALLED BY SB 5 (WAREHOUSE OR VENDOR)
6 5/8"
7 1/4" 4 7/8"
7 I-502
4 GC-GC
ALIGN FACE OF FINISHED WALL. LOCATION OF ELECTRICAL PANELS BY LL. PROPOSED LOCATION OF CASEWORK DIEWALL. GC TO COORDINATE WITH CASEWORK VENDOR FOR LOCATION ON SITE.
5.
EXISTING DRIVE-THRU WINDOW.
C.
6.
NEW WORKROOM DOOR BY GC.
7.
NEW RESTROOM DOOR BY GC.
RESPONS D. VERIFY ALL EX
8.
INSTALL 5/8" GYPSUM BOARD AT INTERIOR SIDE OF EXISTING WALL THROUGHOUT THE STORE.
9.
GC TO INSTALL REINFORCED CONCRETE FLOOR SLAB AND VAPOR BARRIER OVER EXISTING COMPACTED FILL. SEE SPECIFICATIONS.
NEW FULL HEIGHT WALL
X2201
1
10
DOOR - SINGLE FLUSH WORKROOM - 42IN
GC
SB
GC
I.
INTERIOR
5' - 8 1/2"
EXISTING WALL EXISTING COLUMN
F 12716 (2)
A 12741
10
#
WALL TAG
#
WALL BLOCKING KEY
6
FRAME 3' - 0" 2" FINISH:SW7061SG; DOOR 0 2' FINISH :SW7061 = 1'-0" FRAME 3'Scale: - 6" 1/4"2" FINISH:SW7061SG; DOOR FINISH :SW7061
7'-0"
4' 7'-0"
COMMENTS
TYPE E RESTROOM DOOR SET #6 (1) CYLINDRICAL P FINISH (3) DOOR HINGES (1) DOOR CLOSUR (1) DOOR STOP W (1) KICK PLATE 10 (1) RUBBER SILEN (1) DOOR VIEWER
N
LOCKSET; SEE HARDWARE SET # 6; ON 8' SHEET I-112, DOOR TYPE E LOCKSET; SEE HARDWARE SET # 7; ON SHEET I-112, DOOR TYPE F
1
5"
14
4' - 1 1/2"
3' - 7"
7 1/2"
4' - 1 1/4"
7' - 6"
D X2201 6
6
D 10190
D 10190
7
7
6
1
2
4"
13 6
12
3
UNISEX RESTROOM
C
9
4
4
A
2' - 2"
M 4 8' - 9"
B
7 I 10
2' - 5"
4
9
B
A
L
2 1
4' - 0 1/4"
4
5
9' - 0 1/4"
RETAIL
2' - 11 1/4"
2
BEVERAGE PREP 8
9 2
15
E
E
4 2
1
4' - 6"
9
K
HOLD
6' - 0"
3' - 7" 3' - 0"
OPENING
3
WORKROOM 9
5' - 2"
OPENING
9
F
8
6
3' - 11"
3' - 0 3/4"
16' - 11"
FLOOR PLAN Scale:
1/4" = 1'-0"
Scale:
1 1/2" = 1'-0"
WALL BLOCKING KEY
1 1
21' - 2"
HOLD
WEIGHT
A
RESTROOM GRAB BARS
250LBS
B
RESTROOM HAND SINK
200LBS
C
SURFACE MOUNTED DIAPER CHANGING STATION
250LBS
D
COMMUNITY BOARD
100LBS
E
CUSTOM BACKBAR SHELVING
300LBS
F
WORKROOM HAND SINK
125LBS
G
SHELVES ABOVE 3-COMP SINK
200LBS
H
SHELVES AND DATA RACK AT MANAGER'S DESK
300LBS
I
WATER FILTRATION SYSTEM
200LBS
K
CUSTOM DT POS CUBBY
300LBS
L
CUSTOM MERCH UNIT
200LBS
M
LOCKERS
200LBS
1
5 8' - 7 1/2"
70' - 10 3/4"
16
1
15
1
1
17' - 2 3/4"
SLAB DETA
SYMBOL ITEM
H
1
1/29/2018 11:17:49 AM
6X6 W2.1 x W2.1 WWF
9
A
7
G
8
8
UNISEX RESTROOM
C
13' - 0 1/2"
A
2' - 2"
1
1
1
4" THICK, 3000 PSI CONCRETE SLAB
CAFE/SEATING
2' - 0"
6' - 8 1/2"
D
9
2"
OPENING
8 8' - 2 1/4"
2' - 8 3/4"
2' - 9 1/2"
2
13' - 9 1/2"
28' - 2"
CORRIDOR
2
1
WORKROOM DOO SET #7 (3) DOOR HINGES (1) DOOR CLOSUR (1) DOOR STOP W (MATCH LATCH (1) KICK PLATE 10 LATCHSET) (1) RUBBER SILEN (1) DOOR DOORS (1) SECURITY LOC
1
1
1
VERIFY PRIOR TO CONST. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY
M:\Starbucks\Projects\Colorado\Smoky Hill & Buckley - Aurora\2018_0118_20491 Smoky Hill Buckley_END CD.rvt
1 1
STARBUCKS VE HARDWARE CO
PARTIAL HEIGHT WALL
3
DESIGN ID COUNT DOOR 1 3 10190 2 DOOR - SINGLE SB FLUSH - RESTROOM36IN
ALL DOORS TO OPENED TO 90
MEET STARBUC SB-GC FURNIS (WAREH E. INSTALL 5/8" (6 BACKBAR WAL SB-SB FURNIS (WAREH F. ALL DIMENSION (WAREH NOTED OTHER GC-GC FURNIS G. STARBUCKS VE CO LL-LLHARDWARE FURNIS THE LAN H. "PRIOR TO SAW DETERMINE TH ALL RESPON NOTE: NOTSTARBUCKS SAW CUT. FURTHER EVAL ORDERING
INTERIOR WALL LEGEND
SW7015-SG INTERIOR DOOR SCHEDULE - "D" GYP. BD. CEILING DESCRIPTION FURN. BY INST. BY FRAME FINISH WIDTH THICKNESS HEIGHT AT 11' - 4" AFF
New Partition Wall to 6" Above Ceiling 20 Ga 1-5/8" (42 mm) metal studs 16" (406mm) O.C. with 5/8" (16 mm) Type ''X'' gypsum board on both side to 6" above ceiling. Secure gypsum board to studs with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports. Provide 45 degree metal stud Diagonal Bracing @ 48" (1219 mm) O.C. From top of stud wall to structure above.
GENERAL CON 9. A. INSTALL EMERGEN NOTIFY STARB ELEVATIONS. DISCREPANCIE DIMENSIONS ROLLER TS 10. INSTALL POINT. 11. INSTALL 2' X 4' ACT CON B. MOPGENERAL SINK AREA AS STUD BLOCKIN ATTACHMENT A
10. EXISTING EXIT ONLY DOOR TO REMAIN. GCTO VERIFY PROPER EMERGENCY EXIT HARDWARE INSTALLED.
1' - 0"
SW7015-SG TO BE CONFIRMED SW7015-ES WITH NOTE: ALL RESPONSIBILITIES BD. MANAGER SOFFIT GYP. BD. STARBUCKSGYP. DESIGN PRIOR TO COVE AT 11' - 4" AFF AT 11' - 7" AFF ORDERING / CONSTRUCTION 1
INSTALL METAL FL INTERIOR
4.
FURNISHED BY LANDLORD / INSTALLED BY THE LANDLORD
3
STARTING POINT O
8.
3.
I-509 5 FURNISHED BY GC / INSTALLED BY GC
1
7.
2.
8"
SB-GC
LL-LL
13 New Partition Wall to 6" Above Ceiling 20 Ga 1-5/8" (42 mm) metal studs 16" (406mm) O.C. with SW7015-SG MT0028 5/8" (16 mm) Type ''X'' gypsum board on one side to 6" METAL HEADER HEADER above ceiling. Secure gypsum board to studs with drywall AT 7' - 0" AFF AT 8' - 0" AFF screws at 10" (254 mm) O.C. at panel edges and 12" 8 (305 mm) O.C. at intermediate supports. Provide 45 degree metal stud Diagonal Bracing @ 48" (1219 mm) O.C. From top of stud wall to structure above.
New Plumbing Wall to 6" Above Ceiling
RESPONSIBILITY LEGEND
2 1/4"
4 7/8"
12
4
2' - 0"
New Partition Wall to 6" Above Ceiling 20 Ga 3-5/8" (92 mm) metal studs 16" (406mm) O.C. with 5/8" (16 mm) Type "X" gypsum board on one side and moisture resistant gypsum board 7 on other side to 6" above ceiling. Secure gypsum board to studs with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports. Provide 45 degree metal stud Diagonal Bracing @ 48" (1219 mm) O.C. From top of stud wall to structure above.
I-502 4 SEE SHEET I-501 & I-502 FOR WALL CONSTRUCTION DETAILS.
4 1/4"
9
INSTALL 2' X 4' ACT
3.
F 12716 EXISTING STOREFRONT DOOR & WINDOW SYSTEM. (5)
8
NOTE:
4' - 3"
New Partition Wall to Structure Above 5 U 11302 20 Ga 3-5/8" (92 mm) metal studs 16" (406mm) O.C. to with 5/8" (16 mm) moisture resistant gypsum board 2' X 4' VINYL structure ACT on one side and Plywood substrate on other side to 6'-0" AFF CEILING AT and Type "X" gypsum board from 6'-0" AFF to 6" above ceiling. 9' - 0" AFF Secure moisture resistant gypsum board and Plywood 2 substrate to studs with drywall screws at 10" (254 mm) O.C. at panel edges and 2' 12"- 4" (305 mm) O.C. at intermediate supports.
New Partial Height Wall - Heavier Gauge Stud RETAIL 16 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. with 5/8" (16 mm) moisture resistant gypsum board on both 2 sides to top of wall. Drywall screws @ 12" (305 mm) O.C. 2 I-117 I-509 New Partition Wall to Structure Above 20 Ga 3-5/8" (92 mm) metal studs 16" (406mm) O.C. to structure with 5/8" (16 mm) Type "X" gypsum board on one side and Plywood substrate on other side to 6'-0" BEVERAGE AFF and Type "X" gypsum board from 6'-0" AFF to 6" 2 above ceiling. Secure gypsum board and Plywood PREP substrateI-502 to studs with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate 4 supports. New Partition Wall to Structure Above 20 Ga 3-5/8" (92 mm) metal studs 16" (406mm) O.C. to structure with 5/8" (16 mm) Plywood substrate on one 4 side to 6'-0" AFF and Type "X" gypsum board from 6'-0" AFF to 6" 1' above - 0" ceiling. Secure gypsum board and Plywood 5 substrate to studs with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports.
4 7/8"
4 7/8"
4' - 8"
4 7/8"
11
INSTALL GYPSUM B
2.
1.
9
CAFE/SEATING New Partition Wall to Structure Above OPEN TO 20 Ga 6" (152 mm) metal studs 16" (406 mm) O.C. to STRUCTURE structure with 5/8" (16 mm) moisture resistant gypsum board on other side to 6" above ceiling. Secure moisture SW7015-ES resistant gypsum board to studs with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports.
16
20 Ga 6" (152 mm) metal studs 16" (406 mm) O.C. to structure with 5/8" (16 mm) Type "X" gypsum board on one side and moisture resistant gypsum board on other side to 6" above ceiling. Secure moisture resistant gypsum board 21' - 10 3/4" to studs with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports. 10
4
I-502
20 Ga 6" (152 mm) metal studs 16" (406 mm) O.C. to 6'-0'' AFF with 5/8" (16 mm) moisture resistant gypsum board on one side to 6'-0" AFF. Secure moisture resistant gypsum board to studs with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports.
UNISEX RESTROOM New Partition Wall to Structure Above 9
5
6
I-509
4 7/8"
UNISEX RESTROOM
4 Partial Height Wall - Heavier Gauge New Stud to 6' - 0'' AFF
15
4 4 7/8"
9 4 1/4"
9
1.
6
4 New Partition Wall to Structure Above 20 Ga 3-5/8" (92 mm) metal studs 16" (406mm) O.C. to structure with 5/8" (16 mm) Batt insulation moisture resistant gypsum board on one side and Plywood substrate on other side to 6'-0" AFF and Type "X" gypsum board from 6'-0" AFF to 6" above ceiling. Secure gypsum board to studs with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports.
8
New Partition Wall to 6" Above Ceiling 20 Ga 3-5/8" (92 mm) metal studs 16" (406mm) O.C. with 5/8" (16 mm) moisture resistant gypsum board on one side and Plywood substrate on other side to 6'-0" AFF and Type "X" gypsum board from 6'-0" AFF to 6" above ceiling. Secure moisture resistant gypsum board and Plywood substrate to U 11302 studs with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports. 2' X 4' VINYL ACT CEILING AT 4 New Partition Wall to 6" Above Ceiling 13' - 0" AFF 20 Ga 3-5/8" (92 mm) metal studs 16" (406mm) O.C. with 11 5/8" (16 mm) moisture resistant gypsum board on both sides to 6" above ceiling. Secure moistureWORKROOM resistant gypsum board to studs with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports. Provide 45 degree metal stud Diagonal Bracing @ 48" (1219 mm) O.C. From top of stud wall to structure above.
1
A 12741
A 12741
3
7
1
6
10
GYP. BD. SOFFIT AT 11' - 4" AFF
8
9
WALL TYPE LEGEND
SW7015-ES 9 1 CEILING Existing Wall GYP. BD. AT 8' - 6" AFF 1 2 3 New Furred Wall to 6" Above Ceiling 20 Ga 3-5/8" (92 mm) metal studs 16" (406mm) O.C. with 5/8" (16 mm) moisture resistant gypsum board on one side to 6" above ceiling. Secure gypsum board to studs with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports. Provide 45 degree metal stud Diagonal Bracing @ 48" (1219 mm) O.C. From top of stud wall to structure above.
6
METAL HEADER AT 7' - 0" AFF
3
CORRIDOR
SW7015-SG
MT0028
GYP. BD. CEILING AT 8' - 6" AFF
9' - 6 1/2"
1
1/29/2018 11:18:57 AM
M:\Starbucks\Projects\Colorado\Smoky Hill & Buckley - Aurora\2018_0118_20491 Smoky Hill Buckley_END CD.rvt
2
VERIFY PRIOR TO CONST. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY
0
2' Scale: 1/4" = 1'-0"
4'
8'
N
- PROVIDE FIRE TREATED 2X6 OR 2X8 WO TO SUPPORT ANY WALL ATTACHMENTS.
professional work | 45
CHAMELEON ARCHITECTURE
WRIGHT STATE CATHOLIC CAMPUS MINISTRIES Chameleon Architecture was approached to propose an addition to the small campus chapel of the Catholic Campus Ministries of Wright State University in Dayton, OH. After a preliminary meeting with the leaders of the ministry and site visit to the chapel, a Sketchup Model was generated to aid the design of a small addition. This project was in the schematic design phase at the conclusion of this intern experience. Sketchup Model | Summer 2016 Dayton, OH Role: Architectural Intern; Modeled existing building
46 | professional work
ST. MICHAEL’S PARISH Chameleon Architecture was chosen to design a narthex addition to St. Michael’s church in Brookville, IN, as well as reconfiguration and expansion of the parking lot to accomodate a growing number of parishioners. In order to communicate the progression being proposed by the new configuration, the entire parish campus was modeled in Sketchup, including a school building, the St. Francis center, a historic rectory, and the church. Sketchup Model | Summer 2016 Brookville, IN Role: Architectural Intern; Modeled campus + Designed parking lot expansion
professional work | 47
The residents of St. Anthony’s Shrine in Cincinnati, OH, approached Chameleon Architecture in need of renovation work that would be more accommodating for the small number of aging priests who resided there permanently. Many of the small, modest bedrooms of the original construction which were unused were combined to create living suites for the residents. Each suite included a full bathroom following code requirements that improved the safety of the facilities and considered the possibility of a need for wheelchair access in the future.
ST. ANTHONY’S SHRINE & FRIARY
48 | professional work
Interior Improvements | Summer 2016 Cincinnati, OH Role: Architectural Intern; Drafted construction documents
1
1
1
1
1 1
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1 1
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
professional work | 49
Chameleon Architecture has been working with the Haggar Clothing brand for many years as the primary designer of their retail stores, helping to shape their brand image in the process. Working within this established palette, the programmatic requirements of a Haggar Clothing store were described in these drawings for the interior of an existing retail space. Retail Build-out | Summer 2016 Ft. Hood, TX Role: Architectural Intern; Drafted construction documents
50 | professional work
professional work | 51
WORKS PARTNERSHIP ARCHITECTURE Schematic Design The demanding housing market of Portland, OR, is creating fruitful design challenges in its need to accommodate a rapidly growing urban population. Works Partnership Architecture is pairing demands for efficiency with new housing typologies in mixed use development. The NE 2nd Ave building is one example, fracturing the traditional typology of stacked floor plates, and pushing and pulling spaces from this shell, allowing for unique housing units to form within. January 15, 2016
LIST OF DRAWINGS
DATE
6" Grid Line Face of Stud
Grid Line Face of Block
00 - GENERAL g0.00 Cover Sheet g0.01 Symbols & Abbreviations g0.02 Project Location & Code Summary g0.03 Floor Area Diagrams 1 g0.05 Floor Area Diagrams 2 g0.06 Egress and Fire/ Life Safety Plans 1 g0.07 Egress and Fire/ Life Safety Plans 2 g0.08 Egress and Fire Life Safety Plans 3 g0.10 Architectural Site Plan - Existing 01 - ARCHITECTURAL a0.01 Wall Types a0.02 Ceiling and Roof Types a1.00 Site Plan 8 1/8" a1.00a P2 Parking Level a1.00b P1 Parking Level Location: Exterior Walls a1.01 L1 Street Level Plan Fire Rating: N/A STC Rating: N/A Assembly: N/A a1.02 L2 Residential a1.03 L3 and L4 Residential 8" CMU Block, Sealed on Interior Exterior Cladding a1.04 L5 and L6 Residential a1.05 L7- L8 Residential Stucco Base Coat (3/8" - 1/2") a1.06 L9 Residential and Amenity Stucco Lath by Same Manufacturer as Stucco a1.07 Roof Plan Stucco Finish a3.01 North Elevation a3.02 West Elevation a3.03 South Elevation a3.04 East Elevation EW-1 Typical Exterior Wall Assembly - CMU w/ Stucco a4.01 Building Sections a4.02 Building Section a4.03 Building Sections a4.04 Building Sections a4.05 CC BB Buidling AA ASection
NE 2nd Avenue J
Portland, OR
UU
TT
SS
RR
12' - 1"
11' - 8"
11' - 8"
11' - 8"
1
PP 11' - 8"
OO
NN
11' - 8"
MM
11' - 8"
11' - 8"
1
EW-2
a4.03
LL 11' - 8"
KK 11' - 8"
GG 11' - 8"
FF
EE
11' - 8"
DD
11' - 8"
EW-2
1
11' - 8"
11' - 8"
1
1
a4.05
a4.02
a3.01
a4.04
11' - 8"
12' - 0"
Location: Stair & Elevator Shafts Fire Rating: 2 hr
6"
Cast-in-Place Concrete
200' - 0"
10' - 11"
2.1
IW-4
W.PA
0' - 6"
2
200' - 0" 5"
IW-4
IW-4
3.1
IW-4
13' - 2"
EW-2
2 Bed
1 Bed Plus
2 Bed
201
202
203
1 Bed 204
Open To Below
IW-4
524 e burnside street suite 320 portland, or 97214 503/234.2945 tel 503/234.6583 fax worksarchitecture.net
NE 2ND AVE
works partnership architecture LLC
Mixed Use| Fall 2015 Portland, OR Role: Architectural Intern; Drawing development
Location: Exterior Walls Fire Rating: N/A STC Rating: N/A Assembly: N/A
Exterior Cladding
(1) Layer 5/8" Type X Gypsum Wall Board (GWB)
Exterior Cladding
6" Metal Stud @ 24" O.C. Unless Noted Otherwise by Structural
1/2" Metal Panel Joint with Clip
WRB-1 Per Spec.
1.5" Continuous Insulation R-7.5 Min.
R-13 Min. Batt Insulation
Brick Seismic Clips and Fastener Through Insulation
(1) Layer 5/8" Type X Gypsum Wall Board (Over PW Ref Structural)
3-5/8" Brick Veneer
Vapor Retarder Paint, Ref. 1405.3 & 1405.1
2" Air Space
Fasten Insulation per Manufacturer Instruction Composite Metal Panel
1' - 2"
EW-2a Typical Exterior Wall Assembly - Brick
EW-4
Typical Exterior W
Typical Exterior Shear Wall Assembly - (1) Layer Structural EW-2b PW refer Structural
3 5/8"
Location: Garage & L1 Garage Ramp Walls Fire Rating: 2 Hr
Location: Between Units Fire Rating: 1 Hour STC Rating: 50-54 Acoustic Test RAL TL88-55 Assembly: GA WP 1021 (Re: Note 16 GA Manual)
Location: Internal Unit Only Fire Rating: N/A STC Rating: N/A
8" CMU Block (1) Layers 1/2" Gypsum Wall Board (GWB) 3 5/8" Mtl. Stud @ 24" O.C. Unless Notes Otherwise by Structural (1) Layers 1/2" Gypsum Wall Board (GWB)
IW-4
IW-4
IW-4
Location: Exterior Walls Fire Rating: 1 Hr STC Rating: N/A Assembly: U434
1 Bed
Hotel
2 Bed
1 Bed
2 Bed
205
206
207
208
209 Varies 10" - 24"
4 5/8"
7 5/8"
See Plans
IW-4
Trash
IW-1
1
IW-1 Open To Below
1 Bed
1 Bed
217
216
215 IW-4
IW-4
2 Bed
1 Bed
1 Bed
2 Bed
214
213
212
210
EW-2
IW-4
13
Concrete Structural Column
Revisions
L2-Residential 1/8" = 1'-0"
16 18 18 18 18 18 18 16
Totals
77
8
55
140
Mix 1 Bed 1 Bed Plus 2 Bed 1 Hotel
54% 7% 39%
1 Hotel
*1 Bed Plus Units have a second Bathroom and a second inboard Bedroom
As indicated
Total
5 8 8 7 7 7 7 6
SCALE
2 Bed
2 0 0 1 1 1 1 2
L2 Residential
© 2015 works partnership architecture, LLC ALL RIGHTS RESERVED These Drawings Are the Property of Works Partnership Architecture, LLC and are not to be used or reproduced in any manner without prior written permission.
1 Bed Plus
9 10 10 10 10 10 10 8
Sheet Title:
W.PA
Sheet Number:
52 | professional work
Vertical
(1) Layer 5/8" Type X Gypsum Wall Board (GWB)
2 1/2" C-H Stud (1) Layer 1" Shaftliner
TRUE NORTH
PLAN NORTH
7 1/4"
Plan
Building Unit Summary 1 Bed
6" Mtl. Stud @ 24" O.C. Unless Noted Otherwise by Structural
3 3/4"
STAMP
2 3 4 5 6 7 8 9
(1) Layer 5/8" Type X Gypsum Wall Board (GWB)
3 5/8" Mtl. Stud @ 24" O.C. Unless Notes Otherwise by Structural
4 1/8"
IW-6b Furring Wall Assembly w/ 6" Mtl. Stud EW-2
Level
Non Bearing Demis
Location: XXXX Floor Only Fire Rating: 2 Hour STC Rating: N/A Assembly: UL No. U425
Location: Ground Floor Fire Rating: 1 Hour STC Rating: N/A Assembly: UL No. U425
(1) Layer 1" Shaftliner (1) Layer 1/2" Interior Gypsum Wall Board (GWB)
F.O. Rated Wall
a3.03
1
1 1/2" Mineral Wool Batt. Insulation
IW-6a Typ. Furring Wall Assembly w/ 3 5/8" Mtl. Stud
1
(2) Layer 5/8" Type X Gypsum Wall Board (GWB) 2 1/2" C-H Stud
EW-2
211
IW-4
2 1/2"
Fire Rating: 2 Hour STC Rating: N/A Assembly: UL No. U415 System 'B'
1/4" Gap Min.
1 Bed
6" Mtl. Studs
1 1/2" Mineral Wool Batt. Insulation
IW-4
EW-2
2 1/2" Mtl. Studs
IW-3c Internal Unit Wall Assembly
(2) Layer 5/8" Type X Gypsum Wall Board (GWB)
IW-4
6' - 5"
IW-4
IW-1
IW-1
IW-4
EW-2
3 5/8" Mtl. Studs
IW-3b Internal Unit Wall Assembly
6"
January 16, 2016
IW-1
1 Bed
0' - 6" 4' - 6"
12.9
a3.04
IW-1
IW-4
4' - 0"
12.8
3 5/8"
Location: Internal Unit Furring Only Fire Rating: N/A STC Rating: N/A
IW-4
IW-3a Internal Unit Wall Assembly
Interior CMU Wall Assembly
W.PA job number: 1175
IW-5
IW-1
Revision Description
13' - 2"
IW-5
IW-1
IW-1
5.1
IW-5
IW-5
IW-5
DN
IW-4
EW-2
4.5
IW-1
IW-1
IW-4
IW-2 Appeal ID: 12768
Schematic Design
IW-5 IW-5
1 a4.01
76' - 0"
5' - 9"
80' - 0"
10' - 7"
4.1
NE 2nd Avenue
IW-4
3.9
Concrete Stair Shaft Wall (2 Hr)
1732 NE 2nd Avenue Portland, OR 97212
1
IW-4
© 2015 works partnership architecture, LLC ALL RIGHTS RESERVED
a3.02
IW-4
Revision Date
10' - 7"
EW-2
These drawings are the property of works partnership architecture, LLC and are not to be used or reproduced in any manner without prior written permission.
IW-1
3.5
a1.02
IW-7
@ Shaft 2 1/2" Mtl. Stud Wall Assembly (2 Hour)
IW-8
Non-Bearing Wall Assembly w/ 6" Mtl Studs (1 Hr)
IW
1825 NW 23rd Ave is another example of WPA’s non-prescriptive approach to multi-family housing in Portland. Blocks of space pushed out of the form from within result in unique perforations and access to outdoor space and natural light, while maintaining the required efficiency. These mixed use housing projects presented a valuable opportunity to gain intimate knowledge of the housing needs of a city’s populaiton , and the ethical as well as architectural challenges of fulfilling those needs. Mixed Use| Fall 2015 Portland, OR Role: Architectural Intern; Drawing development K
PP
J
OO
NN
1825 NW 23RD AVE
MM
LL
KK
JJ
II
HH
GG
FF
EE
DD
CC
1825 NW 23rd Avenue a3.01
BB
AA
B
1
2
1
1825 NW 23rd Avenue PORTLAND, OR a4.02
a4.02
189' - 0"
11' - 8"
11' - 8"
11' - 8"
11' - 8"
11' - 8"
11' - 8"
11' - 8" EW-3
11' - 8"
11' - 8"
IW-4
IW-4
2 Bed
1 Bed
401
402
403
IW-4
11' - 8"
11' - 8"
11' - 8"
12' - 2 15/16"
1.8 IW-4
IW-4
1 Bed
2 Bed
2 Bed
2 Bed
404
405
406
407
1.9 3.5
13' - 2"
2 Bed
11' - 8"
7 1/2"
11' - 8"
IW-4
12' - 2 15/16"
10' - 11 1/2"
7 1/16"
IW-1
IW-1
IW-1 Trash Rm 1
IW-1 IW-4
IW-5
IW-5
IW-5
IW-1
IW-5
IW-5
IW-1
IW-5
IW-5
Access Panel
Grease IW-1 Duct
IW-5
IW-5
IW-5
EW-3
IW-4 EW-3
IW-4
IW-4
5.5
1 Bed
1 Bed
1 Bed
1 Bed
1 Bed
416
415
414
413
412
411
410
IW-4
IPE Deck Or Stepstone Pavers On Pedestals
IW-4
IW-4
2 Bed
2 Bed
409
408
6.1 10' - 11 1/2"
1 Bed
13' - 2"
EW-3
2 Bed
5.2
IW-4
Green Roof F-4
a4.01
a3.02
10' - 6 1/4"
Deck on Level 4 Only. Open at Level 5 IW-4
1
1
16' - 2 3/4"
a3.04
3.8 IW-1
IW-1 IW-1
76' - 1"
IW-1
IW-1
IW-4
EW-3
6.9 7
5 1/2"
Glass Guardrail EW-3
1
L4-Residential 1/8" = 1'-0"
DD
EE
FF
GG
HH
II
JJ
KK
LL
MM
NN
a4.02
Roof-1 Provide Electrical Systems to meet High Rise Design Requirements, including but not Roof-1 limited to: 1. DAS system 2. Emergency Generator with On-Site Fuel Supply EW-4 3. Fire Sprinkler Pumps, Controls, LIghting, StairGL-2 Pressurization, andGL-2 other Necessary GL-2 GL-2 System Connected to the Emegency Power Systems. Painted Metal Cornice
Roof-1
J
K
1 Bedroom 2 Bedroom Hotel
Total
2 3 4 5
8 8 8 10
8 8 8 5
0 0 0 1
16 16 16 15
34
29 45%
1 2%
Totals Mix
Roof-1
PP
Level
Roof-153%
T.O. Roof 127' - 9"
63 Units / 1 Hotel
Mid Point of Roof / Top of Dormer 119' - 0"
Roof-1
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
Plumbing:
GL-2
GL-2
L5-Residential 110' - 3" GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
1" Stucco Reveal - Typ.
Glazing Assemblies:
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
58' - 3"
45' - 0"
See a0.01 for Wall Types & Horizontal Assemblies All Interior Unit Walls to be IW-3a Unless otherwise noted
62' - 7"
A. B.
GL-2
Painted Steel Picket Rail - Typ.
L4-Residential 100' - 6"
EW-3
GL-1 Fixed Clear Storefront Glazing, Kawneer TriFab 2-Sided SSG, 1" Solarban 6C IGU
L3-Residential 90' - 9"
EW-3 Flow through Stormwater Management: GL-2 planter GL-2along LEvel GL-21 Western Edge GL-2 of SiteGL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2 EW-1
EW-3
GL-2
GL-2
Green Wall
GL-2
L2-Residential 81' - 0"
GL-1
GL-2
GL-2
GL-2
Flow Through Planter
GL-2
GL-2
GL-2
Flow Through Planter
GL-2
GL-2
GL-2 Concrete Seating/ Planter
Flow Through Planter
Flow Through Planter
6"
8' - 0"
4' - 0"
Townhouse Mezz. 73' - 2"
TRUE NORTH
PLAN NORTH
7' - 0"
7' - 10"
L2-Residential 81' - 0"
Townhouse LL 65' - 2"
9' - 9"
GL-2 Fixed Clear Window Wall Glazing, 2-Sided SSG, 1" Solarban 6C IGU
Site High Point 74' - 0" Garage Entry 70' - 0" Lobby Entry 69' - 6"
Flow Through Planter
Concrete Curb at Storefront. Typ.
C
D
W.PA
Concrete Retaining Wall
E
F
© 2015 works partnership architecture, LLC ALL RIGHTS RESERVED These Drawings Are the Property of Works Partnership Architecture, LLC and are not to be used or reproduced in any manner without prior written permission.
G
H
I
professional work | 53
Revision Description
EW-3
Wall Types:
9' - 9"
CentralStucco HWCornice Plumbing Risers as required Consisting of Soil, Vent, and Cold Water Lines.
9' - 9"
A. B.
ns
A.
OO
Unit Summary
2
1 a4.02
W.PA
CC
A. Ducted Ventilation for Each Floor Residential, Commercial, & Parking. HRV on roof. B. Mini- Split System HVAC to Each Residential Unit T.O. Roof C. Core & Shell Retail to Include Rooftop Units 127' - 9" Electrical:
1825 NW 23rd Avenue
BB
Mechanical:
on Date
AA
General Notes:
8' - 9"
B
a3.03
8' - 9"
1
54 | professional work
S.E. ALDER STREET S.E. 2ND AVENUE S.E. MORRISON STREET
phase 2: new development
phase 1: revitalization
Works Partnership Architecture worked with students studying real estate development from Portland State University to create a comprehensive proposal for multiple lots in Portland’s Central Eastside Industrial District. This included multiple phases of exterior improvements of existing buildings, adaptive reuse, and new development to ultimately create a thriving pedestrian corridor along the SE Morrison viaduct, and eventually reaching into surrounding areas as well. Speculative Development Proposal| Fall 2015 Portland, OR Role: Architectural Intern; Client communication, Design, Visualization 55