Worksamples camjstew

C A M ERON

STEWART WORK SAMPLES

www.cameronjstewart.com

57-T 58-Base 59-Base 60-Base 61-Base 62-Base 63-Base 64-Base 65-Base 66-Base 67-Base 68-Base 69-Base 70-Low 71-Low 72-Low 73-low 74-Low 75-Low 76-Low 77-Low 78-Low 79-Low 80-Low 81-Low 1-B

2-B

3-B

4-B 5-B-Int 6-B-Int 7-B

8-B

9-B

10-B

11-B

12-B

13-B

14-B 15-B-Int 16-B-Int 17-B 18-B-Int 19-B-Int 20-M 21-M

22-M 23-M

24-M

25-M

56-T 26-

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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7

7

PROFESSIONAL / 27 29 31 33

PERSONAL / 35

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

4

5

Second Generation

Interlocking

7

12

Second Generation

Second Generation

23

Mortise-and-TenonMortise-and-Tenon D

a

6

1

3

D

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

ACADEMIC / ReJOIN / 03 05 07 09 11 13 15 17 19 21 23 25

PROFESSIONAL / 27 29 31 33

PERSONAL / 35

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

ACADEMIC / ReJOIN / 03 05 07 09 11 13 15 17 19 21 23 25

PROFESSIONAL / 27 29 31 33

PERSONAL / 35

Elevation Upper surface to avoid

Wall to avoid

24

46

45

5

6 23

4 8

50

49

28

26

51

38

25 57

Wall to avoid

10

22

7

47

48

11

27

17

41

9

36 2

44 31

27 33

21

16

37

19

43

39

40

1

33 56

12

13

20

29

30

15

55

32

53 14

80 74

75

72

35

71

78

77

70

Pathway

73

81 76 Lower surface to avoid

63

62 68

61

60 67

58

59 66

www.cameronjstewart.com

65 69

64

Plan Wall to avoid

24

13

5

Pathway

27 48

46 9

59 45

27

63 Wall to avoid

58

6

62

2

33

14

31

39

28

51

56

55

47

44

64

69

41

2

32

65

23

66

17

68

15

36 35

11

75

61 33

74

2

60 67

80

21

28 8

Lower surface to avoid 26

Upper surface to avoid

ACADEMIC / ReJOIN / 03 05 07 09 11 13 15 17 19 21 23 25

PROFESSIONAL / 27 29 31 33

PERSONAL / 35

www.cameronjstewart.com

LINKS:

(for digital viewers)

FULL ReJOIN BOOK PRODUCTION PROCESS VIDEO

ACADEMIC / ReJOIN / 03 05 07 09 11 13 15 17 19 21 23 25

PROFESSIONAL / 27 29 31 33

PERSONAL / 35

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

ACADEMIC / XL:TIM / 03 05 07 09 11 13 15 17 19 21 23 25

PROFESSIONAL / 27 29 31 33

PERSONAL / 35

www.cameronjstewart.com

ACADEMIC / XL:TIM / 03 05 07 09 11 13 15 17 19 21 23 25

PROFESSIONAL / 27 29 31 33

PERSONAL / 35

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

ACADEMIC / THE NEW NSS / 03 05 07 09 11 13 15 17 19 21 23 25

PROFESSIONAL / 27 29 31 33

PERSONAL / 35

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

ACADEMIC / INTERLOCKING HOUSING / 03 05 07 09 11 13 15 17 19 21 23 25

PROFESSIONAL / 27 29 31 33

PERSONAL / 35

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

ACADEMIC / INTERLOCKING HOUSING / 03 05 07 09 11 13 15 17 19 21 23 25

PROFESSIONAL / 27 29 31 33

PERSONAL / 35

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

ACADEMIC / SIDE SADDLE / 03 05 07 09 11 13 15 17 19 21 23 25

PROFESSIONAL / 27 29 31 33

PERSONAL / 35

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.

ACADEMIC / 03 05 07 09 11 13 15 17 19 21 23 25

PROFESSIONAL / HLC / 27 29 31 33

PERSONAL / 35

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

PROFESSIONAL / HLC / 27 29 31 33

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

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E

14

15

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F

18

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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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155 sq ft

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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

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H

28'-4"

832 sq ft

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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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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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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

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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"

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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

1

M

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

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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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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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