C A M ERON
STEWART WORK SAMPLES
www.cameronjstewart.com
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ACADEMIC BACHELOR OF SCIENCE IN ARCHITECTURE, UNIVERSITY OF MICHIGAN 2005-09 M-ARCH PROGRAM (1 YEAR), WASHINGTON UNIVERSITY IN ST. LOUIS 2009-10 MASTER OF ARCHITECTURE, UNIVERSITY OF MICHIGAN 2010-12
PROFESSIONAL HOLT ARCHITECTS, INC., RANCHO MIRAGE, CA SEPT. 2012 - PRESENT
www.cameronjstewart.com
A C A D E M I C ReJOIN: RECURSIVE BRANCHING SYSTEMS AND COMPOUND WOOD JOINERY
02
XL:TIM: CROSS-LIFESTYLE TECHNOLOGY INTERFACED MODULE
12
THE NEW NATIONAL SPELEOLOGICAL SOCIETY HEADQUARTERS
16
THE ANN ARBOR INTERLOCKING HOUSING TOWER
20
SIDE SADDLE: PARALLEL PLEAT PLASTIC
24
A CULMINATION OF THESIS RESEARCH, 2011-2012
SAINT LOUIS, MO, 2010
CAVE CITY, KY, 2011
ANN ARBOR, MI, 2011
RESEARCH IN FOLDED THIN-GUAGE PLASTIC, 2011
P R O F E S S I O N A L HOPE LUTHERAN CHURCH: NEW FELLOWSHIP HALL
26
DESERT CHRISTIAN ACADEMY
30
LAW OFFICES OF THE PUBLIC DEFENDER
32
PALM DESERT, CA, 2013-PRESENT BERMUDA DUNES, CA, 2012
RIVERSIDE, CA, 2013-PRESENT
P E R S O N A L CONCEPT CAR
ONGOING DESIGN PROJECT, 2012-PRESENT
34
ReJOIN: RECURSIVE BRANCHING SYSTEMS AND COMPOUND WOOD JOINERY A CULMINATION OF THESIS RESEARCH Our research questions the traditional formation of tectonic systems and proposes a recursive based emergent system, based both on userdriven parameters and self generated awareness, as a means for future design. ReJoin investigates the possibility of design and production of interlinked wooden structures based on the constraints of structure, joinery, site, and production through recursive relationships. The research is structured around a continuous dialogue between traditional wood craft, algorithmic design technique, and digital fabrication processes, all of which inform the resultant built installation. The project leverages L-system based computation and embedded logics of selforganization to investigate the structural abilities of wooden branching systems; a structural system distributed as a hierarchical assembly of interconnected members. By introducing an understanding of these members as autonomous entities with positional-awareness
and attraction or rejection based behavior the geometric system is transformed into structures describing density and porosity, enclosure and openness, pochĂŠ and inhabitation, structure and surface. By implementing dynamic processes with recursive logic, material and production constraints, and physical prototyping of complex wooden joints, ReJoin explores how to design and construct such a system. The combination of computational capabilities with digital fabrication allows the introduction of craft related knowledge into contemporary practice that was previously bound to the skill and knowledge of the trained craftsman. The use of the 5-axis CNC Router allows the cutting of complex multimember compound angled joints in high speed and variable geometry which allows for mass customization of parts and easier assembly. Thus the proposed system mediates between site conditions, formal design intentions, tectonic needs, and production processes while creating a responsive connection between the conceptual and its physical manifestation.
A secondary component to our research is to investigate the effectiveness of translating a craft-based, bottom-up approach into the architectural design studio. To avoid some of the downfalls dealing with complexity of detailed design with multiple parameters inherent in a top-down hierarchical design approach, we have structured our studio as a bottom-up environment. Generative interactive procedures reveal a process of design with direct dialogue with, and feedback to, the process of making which in turn reveals new information important to the design, creating a circular process of materialization. INSTRUCTOR: Glenn Wilcox DATE: 9.11 - 4.12 In Collaboration with: Nathan Anderson & James Bevilacqua *A finalist for MTVu’s Innovation Day
Compound Joinery Taxonomy Physically Produced
Nate Anderson // Jimmy Bevilacqua // Cam Stewart
Requires External Fasteners
Non-Heirarchical Assembly
Planar b
c
b c
Axon a a
2
1 Exploded b b
c
c
Assembled a 1
2
3
4
5
a
6 5
6
Interlocking d c
Axon
b
Elevation
a
d c
Plan (Exploded)
b
a Plan (Assembled) 1
2
3
4
5
6
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Elevation
Elevation
Plan (Exploded)
Plan (Exploded)
Nested
d c
Axon b
Elevation
Plan (Assembled)
Plan (Assembled)
a d
c
1
21
32
3
1
2 1
b
3 2
43
4
Plan (Exploded)
Second Generation
Second Generation
Second Generation
Interlocking
Edge-to-Face /D Mortise-and-Tenon Edge-to-Face /D Mortise-and-Tenon
Plan (Assembled)
1
2
3
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5
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Interlocking
7
12
Second Generation
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Mortise-and-TenonMortise-and-Tenon D
a
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3
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7
C
Mortise-and-Tenon
C
d
B
C
B
Axon
C
c
B
A C
C
B
A
B
B
b
Elevation a
d
A
Plan (Exploded)
c
A
b
A
A
Plan (Assembled) a
1
2
3
4
5
6
7
7
Edge-to-Face
c
d
C Axon
C
B
A
C
D B
A
b
A
D/a
D
B
A C
B
C A
B
A
Elevation
d
c
b
C
Plan (Exploded)
D/a
B
Plan (Assembled) A 1
2
3
4
5
6
7
7
www.cameronjstewart.com Recursive Branching Script Branching Recursion : How It’s Made
Step 0: Initial Line
Step 2: Copy C01 from its start point to its end point
Step 1: Rotate C0 around its start point and the Z-axis
C0
Step 3: Create a reference line along the X-axis
C01
C01
Y
C1
C1
Y C2
X
Step 5: Rotate C1 around its start point and the Y-axis until it is parallel to the plane
Step 4: Move that reference line (C2) to the start point of C1
Step 6: Rotate C4 up at a random angle between 30˚- 60˚
C0 Y
Y
X
X
C3
Y
C4
Y
C5
Y
C2 X
X
X
X
B
A C
B
D
C
D
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Final ReJoin Script Logics def FieldofPoints ( ):
1. Starting Ground
Select a surface as a ground condition
2. Select Areas to Avoid
3. Select Paths
Select Designated Areas where voids are desired
4. Construct Field of Points
Select curves that represent circulation routes
A grid of starting points are set up based on U and V spacing
5. Remove Points
Delete points from areas designated to avoid
6. Move Points
Move points away from paths based on a factor of the inverse of distance from the two nearest paths
7. Give points a starting identity Add points to groups (A, B, C, or D)
8. Run MakeBranches Script on Lists of Points
def MakeBranches ( ):
“B” 45°
“C” 40°
“D” 35°
42”
A
42”
A, B, C, or D
1. Point
Select points to start
2. Move Point
Give points a starting height
3. Create Bases
Base members created based on starting height
www.cameronjstewart.com
4. Add Branches
Branch angle determined by input parameters From an A-point comes a B, C, and D branch
5. Cone of Intersection
Produces a cone of vision to search for intersection
6. “Snap” to Intersection
When an intersection is found, two branches snap to meet and create stability
7. Recursively Build Additional Levels Repeat steps 4-7 from endpoints of branches
8. Recursively Build Additional Levels Repeat steps 4-8 from endpoints of branches
On-Site Iterations
A
B
C
Final Joint Details 1/4” Hex Bolt
3/8” Hex Bolt
Standard Connection
“Snapped” Connection
Base Connection
Typical Cut Procedure 3/4” 3-Flute Rougher—Swarf Cut 3/8” Rougher—Pocket Operation
Example Assembly Detail
3/8” Drill
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Elevation Upper surface to avoid
Wall to avoid
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27 33
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1
33 56
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30
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78
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70
Pathway
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81 76 Lower surface to avoid
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62 68
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60 67
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www.cameronjstewart.com
65 69
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Plan Wall to avoid
24
13
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Pathway
27 48
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Upper surface to avoid
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www.cameronjstewart.com
LINKS:
(for digital viewers)
FULL ReJOIN BOOK PRODUCTION PROCESS VIDEO
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XL:TIM: CROSS-LIFESTYLE TECHNOLOGY INTERFACED MODULE SAINT LOUIS, MO
The focus of this digital fabrication studio was to examine and critique the role of design at the scale of human interaction. Too often, the discipline of architecture ignores the necessary level of craft that can be put into all aspects of an environment at the micro-scale. While furniture design sometimes falls within the realm of the architect, this project aims to take this a step further and bridge the gap between furniture and architecture and the role it plays in one’s everyday life. The project began as a study of body movement through a daily “routine” from getting out of bed to leaving the house, and back again. After this, each of the seven members of the studio sought to design one piece of “furniture” contained within a 3’x3’x6’ tall space that accommodated some specific aspect of this routine. These pieces were designed to link together into a strand of highly interactive furniture specifically designed to accommodate the functions of daily life. For final production purposes, only 3 of the 7
total modules were physically produced full scale. Much care was taken in the refinement and craft of every surface. As the pieces evolved prototypes were constructed, including a halfscale model. The final full-scale model, much like the half-scale one, was digitally modeled then cut on a 3-axis CNC router from slabs of 2” medium density insulation foam. The slabs were glued together and imperfections were sanded and patched. After this the piece was taken to a local business that had the ability to coat the foam piece with a very hot polyurethane-based spray that dried in seconds as a hard, durable, structural plastic outer shell. The piece was also taken to the local car painting facility, where it was painted with a glossy white car paint finish. The final piece was also equipped with media designed into its surfaces. This included a monitor, speakers, and DVD player. Additionally, sections of the model were designed with material variations and embedded textiles for specific usage purposes. The final piece is an interactive, technology-interfaced living module.
INSTRUCTOR: Sung-Ho Kim DATE: 1.10 - 5.10 In collaboration with: Cahyo Candrawan Daniel Katebini Stengel Joseph Kuhn Gabriel Lampe Shin Park Catty Zhang
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www.cameronjstewart.com
ACADEMIC / XL:TIM / 03 05 07 09 11 13 15 17 19 21 23 25
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THE NEW NATIONAL SPELEOLOGICAL SOCIETY HEADQUARTERS CAVE CITY, KY
The National Speleological Society (NSS) is a society of “cavers” who are interested in the exploration, preservation, and mapping of cave systems all across the country. Currently, the headquarters lies in Alabama and is little more than an overnight resting place for its members travelling to explore caves in the TAG (Tennessee/ Alabama/Georgia) region. This studio focused on the very real task of determining the exact needs of the society, who are looking to expand and relocate, and design a new headquarters suited for the society’s needs. After a trip to the Mammoth Cave system in Kentucky, it was determined that the local town, Cave City, was a justifiable place for the headquarters’ relocation. The building itself is designed around an understanding of the cave system’s ambiguous underground surfaces. One of the society’s needs was a vertical training facility, not too dissimilar from a climbing wall, and this became nucleus of the site, expressed as a trench that runs along the longitudinal axis of the building.
The interior portion of this is expressed with a glass ceiling supported by a repetitious pattern of structural beams. The project takes advantage of a sloping ground plane to create an overlap of space between members of the society using the facility for administrative purposes (offices and a conference room) or rest (beds and a kitchen), and the public who are allowed access to a museum, library, and gift shop. Visitors are provided with visual access to the vertical training trench through slits in the walls, drawing interest in potential new members. The vertical training ridge extends beyond the interior of the building as an exterior training facility and washing station. Ultimately, the project’s architecture aids in providing the users with an elegant experience and shared appreciation for caving. INSTRUCTOR: Jennifer Harmon DATE: 1.11 - 4.11
SECOND LEVEL
CONFERENCE ROOM
KITCHEN/ SLEEPING (BELOW)
OFFICE
LAUNCHING PLATFORM VERTICAL TRAINING (BELOW)
OFFICE OFFICE OFFICE OFFICE
LOBBY
EXTERIOR VERTICAL TRAINING TERRACE
PERSONAL / 35 PROFESSIONAL / 27 29 31 33 ACADEMIC / THE NEW NSS / 03 05 07 09 11 13 15 17 19 21 23 25
OFFICE EXTERIOR VERTICAL TRAINING
www.cameronjstewart.com
LOBBY ARCHIVES
INTERIOR VERTICAL TRAINING
MUSEUM
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THE ANN ARBOR INTERLOCKING HOUSING TOWER ANN ARBOR, MI
Located on a prime site in downtown Ann Arbor atop a just-completed underground parking structure, this project strives to take on the real-life challenges of examining in detail the true limitations and necessities of such a project. Careful consideration had to be given to structural restraints, building codes, zoning restrictions, and city needs. The proposed project is a 131-unit market-rate housing tower with some live-work units, a ground floor dedicated to retail and restaurants, a public gym, and a small civic auditorium. The existing column grid of the underground parking structure beneath the site makes the proposed building specifically challenging, as portions of the grid are not capable of supporting a 180-foot building as the zoning codes allow. With this in mind, the southwest corner of the site is dedicated to a ground-level public plaza, with the building stepping up in height toward the east. Additionally, the building takes advantage of the existing elevator cores on the site.
Despite the restrictions, the proposed tower is quite unique. Units are 2 floors in height, with a “double skip corridor” system (circulation every third floor) as the circulation between them. This allows units to span the entire 54’ width of the building, letting light in from both ends. The units range from studio to 3-bedroom, and are standardized to just 5 layout types. The units are also standardized in dimensions so that they are capable of “interlocking”. The configuration of the standardized units differs from floor to floor. The standard 14’ width of the units allows them to be prefabricated off-site and transported in. The units are composed of a steel tube structural system with spanning steel beams. Additionally, a channel glass shading device system is on each unit. The shading devices can slide along tracks and also rotate to control the amount of light each unit gets. INSTRUCTOR: Doug Kelbaugh DATE: 9.11 - 12.11
In collaboration with: Ryan Giles *Project selected for 2012 TCAUP Student Exhibition
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10.5” 9”
Structural Slab
Steel Structural Decking
Steel Wall Studs
Fiberglass Infill Batt Insulation
2 BR A
2 BR A
1 BR
2 BR B
3 BR
2 BR A
1 BR
2 BR A
4” Structural Steel Tubes
6’ 0.C.
Steel Wall Studs
1/2” Dry Wall
Air Cavity for Mechanical Chase 1/2” Drywall 4” Structural Steel Tubes 1/8” Stainless Steel Anchor Bolts
1/8” Anchor Bolts
1 BR
2 BR A
2 BR A
3 BR
2 BR A
2 BR B
1 BR
2 BR A
2 BR B
Ceiling Chase for Piping and HVAC
2 BR A
1 BR
Structural Wall Section Joint Between Prefabricated Units 2” = 1’
2 BR B
1” Air Space
1/4” 1/2”
3 BR
Structural Wall Section Prefabricated Unit - Circulation Floor 3/4” = 1’
3 BR
14’-6” O.C.
2 BR A
High Density Insulation Foam Structural Mullion Double Pane (1/4”) Insulating Glass with 1/2”Air Space
Steel Structural Decking
Structural Slab
Fiberglass Infill Batt Insulation
Steel Wall Studs
4” Structural Steel Tubes
High Density Insulation Foam 1/8” Structural Steel Rods Concrete Balcony Deck
3 BR
2 BR A
Aluminum Rail/Shading
2 BR B
2 BR B
www.cameronjstewart.com
24”
5’
1 BR
Structural Wall Section Prefabricated Unit - Circulation Floor 3/4” = 1’
6’ O.C.
2 BR A
3 BR
1/8” Anchor Bolts
1/2” Dry Wall
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SIDE SADDLE: PARALLEL PLEAT PLASTIC ANN ARBOR, MI
This project was a semester-long research investigation of the capabilities and outcomes of parallel-pleated thin-gauge (0.02” thick) PETG. Parallel pleating, as it sounds, is a technique of folding back-and-forth ridges and valleys, with the lines in parallel. This method is particularly interesting when the input geometry takes the shape of polygons, with concentric rings offset inward from the outer edge, to be creased and folded in a ridge/valley technique. After much exploration in the possibilities of the input shapes, it was discovered that the flat input shape of an octagon, when pleated with creased concentric parallel rings offset toward its center, creates a doubly-curved 3D cube from its eight vertices. A regular octagon (all sides and angles equal) produces a regular cube, but an irregular octagon, with some irregular sides and angles, produces a cube that is skewed and altered in some nature. Thus, the bulk of our research was in predicting the outputted cube’s specific shape from the inputted shape of any irregular eightsided octagon. Much care was taken in specifying
exactly what moves in the two-dimensional form produced changes in the three-dimensional piece. The three-dimensional cubes can then be aggregated to produce a larger, doubly-curved surface. Essentially, as long as the final surface is composed of 6-sided cubes, despite their irregularity, they could be determined and cut from flat PETG plastic as octagons. The final form of a catenary arch was chosen because it demonstrates our ability to control the shape of each brick of the constantly-changing surface. The final form was a total of 80 pieces, each roughly 22” in diameter when laid flat. Every piece was cut from 0.02” PETG plastic on the school’s Zund Knifecutter. The pieces were aggregated without any external fasteners, but rather a complex tabbing system was built in to each piece so they could tab together. Final production and assembly took roughly 40 hours, and the final piece stands about 7 feet high and 5 feet wide.
INSTRUCTOR: Maciej Kaczynski DATE: 9.11 - 12.11 In collaboration with: Matthew Schwartz, Justin Tingue & Jesse Wetzel
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HOPE LUTHERAN CHURCH PALM DESERT, CA
Located in Palm Desert, California, this new fellowship hall for the Hope Lutheran Church shares the same site as the existing sanctuary and local preschool. At roughly 11,300 square feet, the new fellowship hall will encompass two new classrooms, a 650 sqaure foot kitchen, an elevated stage, and and 350 seat dining hall/ versatile space. Early designs also have included a 120-seat outdoor amphitheater that shares the same elevated stage as the indoor component, split only by a roll-up door.
INVOLVEMENT: PROJECT PRIMARY DESIGNER -Responsible for developing conceptual and schematic design and producing all architectural drawings and renderings through the design development phase. -Overseeing project through all stages of development to completion.
The challenge of the site is to incorporate the existing sanctuary vernacular into the new fellowship hall while simultaneously introducing a fresh and exciting new element to the campus. Thus a radial component, with a focal point falling in the middle of the new hall, has emerged in the building opening exciting new spaces along the East side of the hall, with the Northwest corner responding directly to the adjacent sanctuary and the subsequent grid expressed in the hardscape in the plaza between the two buildings.
COMPLETION DATE: November 2014
FIRM: Holt Architects, Inc.
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Barrier)
7'-8"
5'-10"
11'-10"
Storage
Rest Area
110 143 sq ft
102 116 sq ft
11'-3"
14'-4"
Kitchen
2
101 475 sq ft
6
Landscaping
7
Landscaping
New Palms
Landscaping
8 U
67'-4"
16'-11"
O
P
Q
7'-4"
Built-in Benches
R
S
Landscaping
R
119 214 sq ft
S
11
11'-7"
9'-1"
I.T.
Quilt Storage
121 77 sq ft
Canopy over Serving Area
120 101 sq ft
11 Roof Access
Additional Serving Counter
12
+34"
Service
V
11'-0"
12
2'-3"
1460
A/V 117 72 sq ft 6'-7"
5 ft. Round Tables
101 628 sq ft
13
+34"
Service
10'-10"
2472
Fellowship Hall
14
D Wash/ Dry W
Dry Storage
2454
2460
2460
Stage (42" A.F.F.)
108 4,975 sq ft
103 178 sq ft
2460
332 Person Capacity (320 Shown)
1860
5'-1"
104 48 sq ft
7'-4"
66'-9"
" 4'-6
21'-7"
5'-7"
Landscaping AB
GG
FF
Women's
W
107 367 sq ft
106 297 sq ft Baby Changing Station
Stage Storage
17
Table Storage 109 180 sq ft
11"
EE
V
Baby Changing Station
18 12'-10"
Sto.
16
105 15 sq ft
3'-0"
113 39 sq ft
Roof Access
W.H.
Men's 17
14'-0"
Sto.
114 30 sq ft
Under Stage Storage for Chairs
12'-7"
9'-8"
24'-0"
Extra Storage
8'-1"
72'-0"
7'-10"
Janitor
112 95 sq ft
19'-1"
15
4'-1"
16
Elec.
111 964 sq ft
69'-8"
15
Landscaping Built-in Benches
38'-1"
6'-1"
Fire
102 14 sq ft
14 Feature Wall
115 646 sq ft
13
2472
AB
Classroom
7'-4"
Backstage
4'-6 "
16'-6"
Kitchen
116 57 sq ft
5'-0"
W
111'-0"
13
Special Access Lift
Rest Room
4'-11"
12
Landscaping
Built-in Casework
7'-0"
11
Youth Room 118 691 sq ft
7'-3" Overhead Glass Doors
Volleyball Badminton & Recreational Lawn
Decorative Wall
29'-4"
Q
5'-9"
10
25'-11"
13'-2"
Youth Minister
5'-11"
N
37'-0"
24" Planter
Palm Tree Grate
6'-9"
M
6'-1"
42'-0"
T
9
110 131 sq ft
12'-0"
12'-0"
DD
18
24'-2"
17'-7" 12'-0"
12'-0"
New Curb
77'-9" 141'-10"
SCE
CC
Tele. Vault BB
CC
BB Irr. Box
Hope Lutheran Church 45900 Portola Ave. Palm Desert, CA 92260 760.346.1273
Civil Engineer:
t/ Holt Architects 111, Suite D CA 92270
Owner:
Q
R
S
T
Telecom Riser
Amir Fayazrad, P.E./ Amir Engineering & Surveying 160 Luring Drive, Suite A Palm Springs, CA 92262 760.318.7424
www.cameronjstewart.com
U
AA
New Curb
Hope Lutheran Church Schematic Plan New Fellowship Hall + Tenant Improvements
SD-005
Scale: 1/8" = 1' Date: 07/11/2013
HOLT
ARCHITECTURE
98'-0" 86'-0" 16'-3"
12'-0"
Skylight
53'-6" 13'-7"
26'-4"
16'-3" 13'-7"
37’-0� T.O. Ridge
3'-5"
30°
Standing Seam Roof
~3�-4�
12� 20°
5'-6"
28'-10"
36'-2"
20’-0� T.O. Parapet
12'-0"
Courtyard
Exterior Colonnade
Fellowship Hall
9'-0"
4'-0"
13’-0� T.O. Fascia
13'-10"
Worship Center Building
Building Section BB
98'-0" 86'-0" 16'-3"
53'-6" 13'-7"
26'-4"
12'-0"
Skylight
16'-3" 13'-7"
37’-0� T.O. Ridge
3'-0" 3'-5"
30°
~3�-4�
12�
Standing Seam Roof
20’-0� T.O. Parapet
28'-10"
8'-0"
36'-2"
20°
Exterior Colonnade
Courtyard
Cameron Stewart/ Holt Architects 70-225 Highway 111, Suite D Rancho Mirage, CA 92270 760.328.5280
Hope Lutheran Church 45900 Portola Ave. Palm Desert, CA 92260 760.346.1273
Civil Engineer:
[Denoted scales are accurate when printed at 30"x42" ]
Owner:
Building Section CC
Applicant/ Architect:
Š &XVWRP +2/7 $5&+,7(&76 ,1&
12'-0"
Fold-Up Doors
Columbarium
Fellowship Hall
9'-0"
4'-0"
13’-0� T.O. Fascia 13'-10"
Amir Fayazrad, P.E./ Amir Engineering & Surveying 160 Luring Drive, Suite A Palm Springs, CA 92262 760.318.7424
ACADEMIC / 03 05 07 09 11 13 15 17 19 21 23 25
Hope Lutheran Church Building Sections
SD-202
Scale: 3/16" = 1' Date: 07/11/2013
HOLT
ARCHITECTURE
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PERSONAL / 35
DESERT CHRISTIAN ACADEMY BERMUDA DUNES, CA
The new Desert Christian Academy, to be constructed on a currently undeveloped site, will encompass a campus of buildings from preschool through high school, an auditorium, gymnasium, and cafeteria. INVOLVEMENT: RENDERING/ VIDEO PRODUCTION -Responsible for developing renderings and video for marketing and fundraising purposes. FIRM: Holt Architects, Inc. COMPLETION DATE: April 2016
www.cameronjstewart.com
LINK:
(for digital viewers)
CAMPUS FLY-THROUGH VIDEO
ACADEMIC / 03 05 07 09 11 13 15 17 19 21 23 25
PROFESSIONAL / DCA / 27 29 31 33
PERSONAL / 35
LAW OFFICES OF THE PUBLIC DEFENDER RIVERSIDE, CA
This project involves the renovation of an 8-story building in downtown Riverside, CA to accommodate the new tenants of the Public Defender and Probation Departments of the County of Riverside. All floors are undergoing major renovations as the building is converted into a functional headquarters for nearly 200 people. In addition to an interior re-design, exterior shading devices, in the form of vertical fins and horizontal louvers, have been designed. INVOLVEMENT: PRIMARY DESIGNER OF REDESIGN / RENDERING -Responsible for developing schematic re-design of the project to incorporate the needs of the newly-added probation department. -Overseeing project and producing drawings through design development. -Responsible for developing renderings of the new exterior photo-montaged on existing photographs. FIRM: Holt Architects, Inc. www.cameronjstewart.com
COMPLETION DATE: July 2014
1
2
3
4
A
O
5
6
B
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8
C
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11
D
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E
14
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17
F
18
G
H
O
155'-7"
INTERVIEW ROOM 116
INTERVIEW ROOM 115
INTERVIEW ROOM 114
INTERVIEW ROOM 113
79 sq ft
DRUG TESTING DRUG TESTING TOILET TOILET 117 118
CR
21'-10"
Kiosk
136 sq ft
411 sq ft
157 sq ft
19'-9"
11'-4"
UP
129'-0"
10'-10"
J
84 sq ft
WAITING AREA 105
I
3
5'-0"
31'-7"
1'-2"
606 sq ft
ELEV # 2
161 sq ft
10'-1"
LOBBY 100
ELEV # 1
STAIRS 168
WOMENS TOILET 162
162 sq ft
280 sq ft
MENS TOILET 102
84 sq ft
6'-5"
DN
STAIRS 104
908 sq ft
MENS TOILET 161
160 sq ft
K
8'-11"
28'-6"
28'-3"
13'-1"
28'-6"
8'-0"
HIGH DENSITY STORAGE 144
BREAK ROOM 140
6'-1"
5'-8"
22'-0"
14'-10"
RECEPTION 165 204 sq ft
120 sq ft
F 28'-6"
PARALEGAL INTERVIEW ROOM 164
12'-0"
10'-9" OPEN OFFICE 149
UNISEX TOILET 151
94 sq ft
MARK
1
PARALEGAL INTERVIEW ROOM 167
W/H
4
E
3,342 sq ft
COPIER/ WORK AREA 146
JANITOR 152
69 sq ft
104 sq ft
1'-7"
4 0 7 5 MAI N S T R E E T R I V E R S I D E, C A 9 2 5 2 2
G
CONFERENCE ROOM 166
HALLWAY 169 122 sq ft
2
12'-1"
8'-6"
5'-0"
8'-11"
LAW OFFICES FOR PUBLIC DEFENDER
BULLET PROOF WALLS SEE DETAIL A10/A-520
24'-2"
5'-4"
14'-7"
12'-11"
AID LAC. ROOM 150
F/R ROOM 101
CR
81 sq ft
9'-10" CR
E
H
CR
204 sq ft
6'-1"
11'-10"
11'-8"
F
MAIL IN-BOX 163
259 sq ft
MICRO
FILE PICK-UP/ TURN-IN AREA 143
105 sq ft
28'-6"
TELECOM ROOM 145
HALLWAY 144
8 STORY INTERIOR RENOVATION FOR COUNTY OF RIVERSIDE ECONOMIC DEVELOPMENT AGENCY
KNOX BOX
10'-1"
3.75% SLOPE
DOCUMENT SHREDDING ROOM 142
FREEZER
3
161 sq ft
4
120 sq ft
DATE
DESCRIPTION
12/30/10 FIRST ROUND - PLAN CHECK 3/16/12 PLAN CHECK RE-SUBMITTAL-STRUCTURAL 3/16/12 PLAN CHECK RE-SUBMITTAL -RUHNAU RUHNAU CLARKE ARCHITECTS 3/16/12 PLAN CHECK RE-SUBMITTAL-COUNTY
D 17'-6"
11'-3"
5'-3"
14'-5" CR
RECORD STORAGE 147
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5
6
7
D
155 sq ft
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E
9
10
11
12
F
13
14
15
G CONFERENCE ROOM 160
DUTY INVESTIGATOR ROOM 154
12'-3"
151 sq ft
B N
LAW OFFICE SUPERVISOR 156
LAW OFFICE SUPERVISOR 155
136 sq ft
115 sq ft
115 sq ft
PROJECT NO: MODEL FILE: DRAWN BY: 17 BY: CHK'D COPYRIGHT
1
IT SECURED STORAGE 159
I.T. OFFICE 158
I.T. OFFICE 157
B
RVC.043
18 DECEMBER 30, 2010
O
1st Floor Plan 19,600 Sq. Ft.
74 sq ft
150 sq ft
150 sq ft
C
SHEET TITLE
432 sq ft
CLIENT/CLOTHING ROOM 148
16
H
28'-4"
832 sq ft
O
C
18'-8"
153
9'-6"
DN
3
1.3% SLOPE
29'-8"
28'-4"
2
B OPEN OFFICE
13'-4"
25'-4"
1 C
5'-8"
D
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DN
5 32'-7"
A
17'-6"
5'-9"
13'-0"
14'-3"
14'-3"
11'-5"
11'-5"
7'-7"
23'-0"
A
FIRST FLOOR PLAN SCALE: 3/16" = 1'-0"
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A-101B
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Architecture & Planning
70225 Highway 111 Suite D Rancho Mirage CA 92270 760.328.5280 WWW.HOLTARCHITECTS.NET
L
L
CONSULTANTS
120'-0" 6'-1"
34'-3" 6'-7"
5'-0"
COPY / SUPPLY ROOM 213
3
OFFICE 207 131 sq ft
EVIDENCE ROOM 214
101 sq ft
I
H
12'-11"
OFFICE 212 107 sq ft
47'-10"
9'-3"
LAW OFFICES FOR PUBLIC DEFENDER
3
13'-5"
6'-1"
G
4 0 7 5 MAI N S T R E E T R I V E R S I D E, C A 9 2 5 2 2
14'-3"
OFFICE 211 111 sq ft
OFFICE 208 139 sq ft
OFFICE 210 109 sq ft
OFFICE 209 217 sq ft
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E
9'-3"
9'-6"
MARK
1
2
4 22'-8"
8 STORY INTERIOR RENOVATION FOR COUNTY OF RIVERSIDE ECONOMIC DEVELOPMENT AGENCY
122 sq ft
HALLWAY 228
5'-0"
27'-9"
16'-2" OFFICE 206 139 sq ft
5'-8"
5'-10"
5'-0"
14'-4"
CONFERENCE ROOM 217 294 sq ft
ELEVATOR LOBBY 200 322 sq ft
ELEV # 2
10'-7"
F
E
ELEV # 1
M/W
60'-0" 10'-0"
ELEC. CLO. 223 18 sq ft
12'-4"
TELECOM ROOM 218 109 sq ft
13'-8"
STAIRS 226 119 sq ft
CLO. 222 21 sq ft
3'-0" 4'-0"
STAIR LOBBY 224 CR 41 sq ft
J BREAK ROOM 205 319 sq ft
CR
10'-5"
7'-9"
OPEN OFFICE 216 2,960 sq ft
243
G
2
5'-0"
WOMENS TOILET 219 63 sq ft
H
8'-1"
123 sq ft
MENS TOILET 220 66 sq ft
MENS TOILET 204 86 sq ft
SUPPLY STORAGE 215 61 sq ft
28'-3"
I STAIRS 225
WOMENS TOILET 203 76 sq ft 18 sq ft JAN. 201
14'-8"
J
K
JAN. MAIN STORAGE ROOM 202 43 sq ft
56'-7"
21'-3"
10'-5" 28'-6"
9'-4"
OFFICE 221 125 sq ft
12'-9" 10'-9"
28'-6"
K
8'-7"
10'-10"
41'-11"
11'-2"
24'-0"
\043 Law Offices of the Public Defender\RVC043-2 ConDocs\RVC043- PLN.cd\Base Plans.cd\Probation Redesign\Probation Base Plan.pln
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REF
M:\RVC\043 Law Offices of the Public Defender\RVC043-2 ConDocs\RVC043- PLN.cd\Base Plans.cd\Probation Redesign\Probation Base Plan.pln
10'-4" CEILING
CONSULTANTS
UP
HIGH DENSITY STORAGE 138
DN
REF
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3'-3" CEILING
UP
WWW.HOLTARCHITECTS.NET
48 sq ft
12'-8"
(E) ELEC. ROOM 141
1'-0"
WOMENS TOILET 103 JANITOR 106
301 sq ft
119 sq ft
I
H
5'-11"
LOBBY 107
8'-11"
CR
WOMENS TOILET 121
136 sq ft
98 sq ft
70225 Highway 111 Suite D Rancho Mirage CA 92270 760.328.5280
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CLO. 119
128 sq ft
MENS TOILET 120
IT SECURED STORAGE 129
CR
SUPPLY ROOM 137
78 sq ft
27'-4"
RECEPTION OFFICE 108
12'-3"
121 sq ft
M
Architecture & Planning
INTERVIEW ROOM 111
78 sq ft
21'-0"
14'-7"
9'-3" (E) ELEC. ROOM 136
MAIL IN-BOX 122
COPY/PRINT ALCOVE
13'-8"
2
19'-5"
5'-6"
SERVICE WINDOW
INTERVIEW ROOM 110
78 sq ft
CR
CR
4'-8"
151 sq ft
CR
7'-6"
32 sq ft
9'-6"
6'-7"
CR DUTCH DOOR
STORE-KEEPER ROOM 135
FIRE/ALARM 134
Overhead Casework
INTERVIEW ROOM 109
129'-0"
60 sq ft
K
COPIER ALCOVE
1,586 sq ft
17'-0"
8'-2"
DN
Kneeling Bench
5'-0"
OPEN OFFICE 139
5'-11"
6.25% SLOPE
74 sq ft
2'-10"
CR
77 sq ft
78 sq ft
9'-0"
7'-5"
648 sq ft
76 sq ft
DELIVERY ENTRY UP 133
6'-0"
7'-8"
TRAINING ROOM/ CONFERENCE ROOM 123
32'-10"
COPY/PRINT ALCOVE
383 sq ft
N
INTERVIEW ROOM 112
HALLWAY 111
9'-4"
FILE STORAGE (HIGH DENSITY?) 130
238 sq ft
78 sq ft
79 sq ft
CR
13'-6"
17'-7"
17'-2"
PROBATION SUPPLY ROOM 132
9'-2"
116 sq ft
43'-8"
L
9'-2"
9'-0"
SUPV. OFFICE 124
116 sq ft
24'-8"
M
J
SUPV. OFFICE 125
11'-1" 9'-2"
9'-4"
43'-8"
116 sq ft
34'-3" 9'-4"
15'-4"
SUPV. OFFICE 126
128 sq ft
24'-0" 21'-3"
11'-1"
9'-10"
(E) SERVER ROOM 127
128 sq ft
11'-1"
8'-11"
M.P.O.E. RCIT ROOM 128
97 sq ft
24'-0" 11'-1"
5'-5"
8'-5"
ELECTRICAL ROOM 131
24'-0" 12'-2"
12'-2"
7'-1"
1 N
20'-0" 14'-11"
11'-0"
18'-4" 15'-2"
3 4
19'-8"
5
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D
C
C
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DATE
DESCRIPTION
12/30/10 FIRST ROUND - PLAN CHECK 3/16/12 PLAN CHECK RE-SUBMITTAL-STRUCTURAL 3/16/12 PLAN CHECK RE-SUBMITTAL -RRC ARCHITECTS 3/16/12 PLAN CHECK RE-SUBMITTAL-COUNTY 8/14/12 PLAN CHECK RE-SUBMITTAL-COUNTY #2 & #3 9/26/12 BID SET
PROJECT NO:
RVC.043
SCALE:
AS SHOWN
DATE:
DECEMBER 30, 2010
ACADEMIC / 03 05 07 09 11 13 15 17 19 21 23 25 SHEET TITLE
A1
B
SECOND FLOOR PLAN SCALE: 3/16" = 1'-0"
2nd Floor Plan
B
5
A
A
7,550 Sq. Ft.
PROFESSIONAL / LOPD / 27 29 31 33
PERSONAL / 35
CONCEPT CAR ONGOING DESIGN PROJECT
This ongoing personal project (2012-present) was conceived as a means of providing a simple solution to an ever-expanding automotive infrastructural problem in the United States. Attempts to provide cleaner, more efficient methods of mass transportation in urban areas often fail due to outstanding costs necessary to alter or destroy the existing infrastructure (mega-highways) while simultaneously building miles of new mass transit rails or lines. This singlepassenger commuter car offers a less exorbitant resolution. WIth this new automobile being only 42 inches wide, expressways can merely be “repainted” with narrower lanes, decreasing traffic congestion while increasing fuel efficiency due to lighter loads. While rush-hour traffic is overwhelmingly comprised of single commuters in 5-7 seater automobiles, this car offers a far more reasonable alternative for commuting to and from work, which statistically accounts for a huge majority of the average American’s total travel time per day, most of which is alone. www.cameronjstewart.com
To keep the car narrow, the steering system of the front wheel base has been re-thought. Rather than relying on a traditional pivoting turning point, the front wheels are able to “glide” through acceleration and deceleration independently parallel to the direction of travel, while simultaneously “leaning” to provide the basis for turning. In the back, a single, large wheel powered by a rear-situated engine propels the car forward. The car’s form takes on some hybrid characteristics of both a motorcycle and a compact car, the former in that the entire body leans as the car turns, and the latter in that the cockpit is entire enclosed and more comfortable for the driver. While the project’s primary goals, introduced at the beginning of this passage, have been well-established, secondary and tertiary goals are continuously being examined and pursued as the project evolves. DATE: 2012-Present
ACADEMIC / 03 05 07 09 11 13 15 17 19 21 23 25
PROFESSIONAL / 27 29 31 33
PERSONAL / CONCEPT CAR / 35
GO TO www.cameronjstewart.com TO SEE THE FULL PROJECTS + MORE.
www.cameronjstewart.com
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