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Table of Contents

Pearl Street Office Space

Revit Cabin

Experiential Bridge

Roman Brewery

Modular Chair

Heuristic Sculpture

Freedom of Speech Pavilion

p. 4

p. 11

p. 18

p. 26

p. 32

p. 36

p. 38

Pearl Street Office Space

Warren MillerEntertainment

This new Warren Miller office would be the new headquarters located in Boulder, Colorado on Pearl Street and 9th. This two story complex has around 25 office desks. There is a sound room, video editing space, road crew space, two conference rooms, HR office, a social outdoor space, and it is wheel chair accessible.

Pearl Street Office SpaceWarren Miller

4

First Floor. Arrows are for the entrance, ramps going up and stairs going up.

Second Floor. Arrows show back entrance, stairs going down and ramps going down.

Roof Plan. Each half of the roof is sloped toward the center curve there are gutters at each end of the curve.

Section Cut West Face

9th and Pearl St.

0 ft 1217 ft

Business Main Street (BMS)

Adjacent Use

District

819 Pearl Street

BC 1BT 2BMSDT 1-5

EPUBRH 1RH 2

RL 1RM 1RM 2RMX 1

The current Warren Miller office is located at 5720 Flatiron Parkway in East Boulder and has been at that location since 1988. West End of Pearl Street has a great opportunity to introduce a ski hub to Pearl Street and mesh in with the surrounding buildings, nodes and districts.

West End

Business area’s generally anchored around a main street are intended to serve the surrounding residential neighborhoods as a mixed use, street front business environment.

Neighborhood Mapleton Hill

Zoning DistrictBMS (Business Main Street)

Parcel Square Feet

7,100 Sq. Ft.

Square Footage 6,000 Sq. Ft.

Parcel Acres

.16 Acres

Heavy Pedestrian Traffic

Key

Nodes

Bus Stops

Parking Garage

Pearl Street

9th Street

P

Site Analysis

7

Exploded Axon

Exploded Axon

This new innovative office space is located in Boulder, Colorado. The building would be a new headquarters for the ski film company Warren Miller. The inside of the building represents the form of a mountain. There is one staircase but each floor has 3 levels, with ramps making each tier. The three corten steel walls were inspired by Richard Serra

Warren Miller Final ModelView of Corten Steel Walls

9

Revit Class:

Cabin CD Drawing

10

UP

UP

6093' - 0"

609

3' -

0"

6094' - 0"

609

4' -

0"

6095' - 0"

6095

' -0"

6096' - 0"

6096

' -0"

6097' - 0"

6097

' -0"

6098' - 0"

6098

' -0"

WH

FUR

N

90° 00' 00"100.00'

N W

0° 0

0' 0

0"10

0.00

'S

W

90° 00' 00"100.00'

N W

0° 0

0' 0

0"10

0.00

'N

E

ADJACENT LOT

ADJA

CEN

T LO

T

ADJA

CEN

T LO

T

ADJACENT LOT

1A101

SIM

1A101

1A101

1A101

A1011 SIM

A1011 SIM

A1011 SIM

A1011

BUILDING SECTION(PLAN)

BUILDING SECTION NUMBER

SHEET NUMBER

BUILDING SECTION(ELEVATION)

ELEVATIONS

WALL SECTION

DETAIL CALLOUTDETAIL NUMBER

SHEET NUMBER

DETAIL CUT(PLAN/SECTION)

RELATED DETAILCUT BELOW ORABOVE

ROOM NAMEFLOOR FINISH

101

NAMEELEVATION

NAMEELEVATION

DRAWING NAMESCALE1

ACTUAL NORTH

ROOM NAME WITHFLOOR FINISH

ROOM NAME

FLOOR FINISH

DOOR TAG

WINDOW TAG

REVISION TAG

LEVEL TAGS

LEVEL NAME

LEVEL ELEVATION

DRAWING TITLE

NORTH ARROWS WORKING NORTH

403 SFUPPER FLOOR AREA

403 SFMAIN FLOOR AREA

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A0

pfecontact

OwnerPamela Anderson342 Wallibie DriveSomewhere, CO 80XXX

303.000.0000

JohnDoe@John Doe

pfecontact

DesignerEDWAD SWEENEY123 LOLLILORD LANEBoulder CO, 80303

[email protected] Sweeney

1" = 10'-0"1 SITE PLAN North2 AXONOMETRIC SOUTHEAST

DRAWING LIST

NO NAME

A0 COVERA1.1 PLANSA2.1 NORTH AND SOUTH

ELEVATIONSA2.2 EAST AND WEST

ELEVATIONSA3.1 BUILDING SECTIONSA4.1 INTERIOR ELEVATIONS

1/2" = 1'-0"DRAWING SYMBOL LEGEND

1/8" = 1'-0"4 UPPER FLOOR PLAN - AREA PLAN 1/8" = 1'-0"3 MAIN FLOOR PLAN - AREA PLAN

AREA SCHEDULE (Rentable)

aerAemaN

MAIN FLOOR AREA 403 SFUPPER FLOOR AREA 403 SFGrand total: 2

WINDOW SCHEDULE

Type Mark Type Count Sill Height Head Height

A Casement30" x 30"

1 4' - 6" 7' - 0"

B Awning 30" x18"

1 5' - 6" 7' - 0"

C Casement30" x 54"

6 2' - 6" 7' - 0"

D Fixed 24" x24"

3

E Casement30" x 60"

1 2' - 0" 7' - 0"

F Fixed 20" x48"

2 3' - 0" 7' - 0"

G Fixed 30" x60"

2 2' - 0" 7' - 0"

H Fixed 48" x60"

1 2' - 0" 7' - 0"

Grand total: 17

DOOR SCHEDULE

ConstructionType Width Height Comments Count

1"8 - '6"0 - '4dlofiB 86041"8 - '6"6 - '286621"8 - '6"6 - '286621"0 - '7"0 - '6redilS 07031"8 - '6"0 - '5dlofiB 8605

Grand total: 5

UP

WH

FUR

N

REF.

UP

UP

1A3.1

2A3.1

15' - 6"

26' -

0"

26' -

0"

15' - 6"8"

8"25

' - 4

"

8" 14' - 2" 8"

1' - 6" FOOTING TYP.

3A3.1

A1.17

A2.21

A2.1

A2.2

A2.1

1

2

2

1A3.1

2A3.1

15' - 6"

26' -

0"

6' -

0"

26' -

0"

6' -

0"

15' - 6"

5 1/

2"

5' -

6 1/

2"

5 1/

2"5'

- 6

1/2"

2' -

4"2'

- 9"

2' -

9"4'

- 0"

5 1/2"

14' - 7"

5 1/2"

5 1/

2"5'

- 1"

5 1/

2"

4' -

10"

3 1/

2"

4' -

1"

3 1/

2"

5 1/2" 3' - 1"

3 1/2"

2' - 2 1/2"

3 1/2"

8' - 8 1/2" 5 1/2"

7' - 9" 7' - 9"

3070 Slider

2668

2668

4068 Bifold

6"

11' - 0" 4' - 6"

3' -

0"6'

- 5"

2' -

6"11

' - 1

1"2'

- 2"

C

C

C

C

C

C

A

B

D

A4.1

1

2' - 6" 1' - 5" 1' - 5"

3A3.1

99' - 9" T.O. PORCH

100' - 0" T.O. SUBFLOOR

STAI

R

CLO

SET

BATHROOM

LIVING ROOM

KITCHEN

A2.21

A2.1

A2.2

A2.1

1

2

2

1A3.1

2A3.1

26' -

0"

26' -

0"

15' - 6"

15' - 6"

7' - 2 1/2"

2' -

1"

5068 Bifold

4' - 6" 3' - 3" 3' - 3" 4' - 6"

D

D

F

F

GHG

E2' - 1" 13' - 5"

6' -

11"

4' -

6"14

' - 7

"

4' -

6"9'

- 6"

12' -

0"

3A3.1

CLOSET

BEDROOM

STAI

RS

4" /

1'-0

"

A2.21

A2.1

A2.2

A2.1

1

2

2

1A3.1

2A3.1

3A3.1

1' - 0" OVERHANG TIP

1' -

0" O

VER

HAN

G T

IP

1' -

0" O

VER

HAN

G T

IP

1' - 0" OVERHANG TIP

1' - 2" 5 1/2"

1' -

0"5

1/2"

1' -

0"5

1/2"

5 1/2" 1' - 2"

6X6 COLUMNS BELOW

1A3.1

2A3.1

3A3.1

108' - 0 1/2"

108' - 0 1/2"

108' - 0 1/2"

OPEN TO ABOVE

2' - 0" MIN. LAP

[2] - BARS CONTINUOUSHORIZONTAL TOP &BOTTOM, CONTINUE 2'AROUND CORNER ORLAP 2' W/ BENT CORNERBARS AS SHOWN

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A1.1

1/4" = 1'-0"1 FOUNDATION PLANNorth

1/4" = 1'-0"2 MAIN FLOOR PLAN - CONSTRUCTION 1/4" = 1'-0"3 UPPER FLOOR PLAN

North North

1/4" = 1'-0"4 ROOF PLAN - CONSTRUCTIONNorth

5 PERSPECTIVE 1/4" = 1'-0"6 MAIN FLOOR - REFLECTED CEILING PLAN

3/4" = 1'-0"7 TYPICAL FOUNDATION CORNER REINFORCING

DOOR SCHEDULE - BY LEVEL

CONSTRUCTION TYPE WIDTH HEIGHT

MAIN T.O. SUBFLOOR2668 2' - 6" 6' - 8"2668 2' - 6" 6' - 8"3070 Slider 6' - 0" 7' - 0"4068 Bifold 4' - 0" 6' - 8"

UPPER T.O. SUBFLOOR5068 Bifold 5' - 0" 6' - 8"Grand total: 5

WINDOW SCHEDULE - BY LEVEL

TYPE MAKR TYPE SILL HEIGHT HEAD HEIGHT

MAIN T.O. SUBFLOORA Casement

30" x 30"4' - 6" 7' - 0"

B Awning 30" x18"

5' - 6" 7' - 0"

C Casement30" x 54"

2' - 6" 7' - 0"

D Fixed 24" x24"

5' - 0" 7' - 0"

UPPER T.O. SUBFLOORD Fixed 24" x

24"E Casement

30" x 60"2' - 0" 7' - 0"

F Fixed 20" x48"

3' - 0" 7' - 0"

G Fixed 30" x60"

2' - 0" 7' - 0"

H Fixed 48" x60"

2' - 0" 7' - 0"

Grand total: 17

13

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. PLATE108' - 1"

MAIN T.O. PLATE108' - 1"

T.O. FOUNDATION98' - 10"

T.O. FOUNDATION98' - 10"

B.O. FOUNDATION96' - 2"

B.O. FOUNDATION96' - 2"8"

2' -

8"1'

- 2"

8' -

1"1'

- 0

1/2"

8' -

0 1/

2"

8"2'

- 8"

1' -

2"8'

- 1"

1' -

0 1/

2"8'

- 0

1/2"

B.O. FOOTING95' - 6"

B.O. FOOTING95' - 6"

2A3.1

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. PLATE117' - 2 1/2"

UPPER T.O. PLATE117' - 2 1/2"

E

A

ASPHALT SHINGLESOVER 1/2" CDXPLYWOOD AND WOODTRUSSES

9"

1'-0"

¾” TONGUE AND GROOVEPLYWOOD SHEATHING OVERPLYWOOD 11 7/8 I-JOISTFRAMING

1x4 HORIZONTAL SIDING OVERWEATHER BARRIER AND 1/2" CDXPLYWOOD

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. PLATE108' - 1"

MAIN T.O. PLATE108' - 1"

T.O. FOUNDATION98' - 10"

T.O. FOUNDATION98' - 10"

B.O. FOUNDATION96' - 2"

B.O. FOUNDATION96' - 2"

8' -

0 1/

2"1'

- 0

1/2"

8' -

1"1'

- 2"

2' -

8"8"

8' -

0 1/

2"1'

- 0

1/2"

8' -

1"1'

- 2"

2' -

8"8"

B.O. FOOTING95' - 6"

B.O. FOOTING95' - 6"

2A3.1

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. PLATE117' - 2 1/2"

UPPER T.O. PLATE117' - 2 1/2"

GHG

3070 Slider

ASPHALT SHINGLESOVER 1/2" CDXPLYWOOD AND WOODTRUSSES

¾” TONGUE AND GROOVEPLYWOOD SHEATHING OVERPLYWOOD 11 7/8 I-JOISTFRAMING

1x4 HORIZONTAL SIDING OVERWEATHER BARRIER AND 1/2" CDXPLYWOOD

36" TALL RAILING MIN W/ 1-1/2"X 1-1/2" PICKETS @ 4"O.C.

1x4 HORIZONTAL SIDING OVERWEATHER BARRIER AND 1/2" CDXPLYWOOD

9"

1'-0"

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A2.1

1/4" = 1'-0"1 NORTH ELEVATION - CONSTRUCTION

1/4" = 1'-0"2 SOUTH ELEVATION - CONSTRUCTION

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. PLATE108' - 1"

MAIN T.O. PLATE108' - 1"

T.O. FOUNDATION98' - 10" T.O. FOUNDATION

98' - 10"B.O. FOUNDATION96' - 2"

B.O. FOUNDATION96' - 2"

8' -

0 1/

2"1'

- 0

1/2"

8' -

1"1'

- 2"

2' -

8"8"

8' -

0 1/

2"1'

- 0

1/2"

8' -

1"1'

- 2"

2' -

8"8"

B.O. FOOTING95' - 6"

B.O. FOOTING95' - 6"

1A3.1

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. PLATE117' - 2 1/2"

UPPER T.O. PLATE117' - 2 1/2"

3A3.1

FF

CC

B

C

9" /

1'-0

"

ASPHALT SHINGLESOVER 1/2" CDXPLYWOOD AND WOODTRUSSES

¾” TONGUE AND GROOVEPLYWOOD SHEATHING OVERPLYWOOD 11 7/8 I-JOISTFRAMING

1x4 HORIZONTAL SIDING OVERWEATHER BARRIER AND 1/2" CDXPLYWOOD

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. PLATE108' - 1"

MAIN T.O. PLATE108' - 1"

T.O. FOUNDATION98' - 10"

T.O. FOUNDATION98' - 10"

B.O. FOUNDATION96' - 2"

B.O. FOUNDATION96' - 2"

8' -

0 1/

2"1'

- 0

1/2"

8' -

1"1'

- 2"

2' -

8"8"

8' -

0 1/

2"1'

- 0

1/2"

8' -

1"1'

- 2"

2' -

8"8"

B.O. FOOTING95' - 6"

B.O. FOOTING95' - 6"

1A3.1

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. PLATE117' - 2 1/2"

UPPER T.O. PLATE117' - 2 1/2"

3A3.1

D

D

D

C C C

9" /

1'-0

"

4"

1'-0"

ASPHALT SHINGLESOVER 1/2" CDXPLYWOOD AND WOODTRUSSES

¾” TONGUE AND GROOVEPLYWOOD SHEATHING OVERPLYWOOD 11 7/8 I-JOISTFRAMING

1x4 HORIZONTAL SIDING OVERWEATHER BARRIER AND 1/2" CDXPLYWOOD

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A2.2

1/4" = 1'-0"1 EAST ELEVATION - CONSTRUCTION

1/4" = 1'-0"2 WEST ELEVATION - CONSTRUCTION

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. PLATE108' - 1"

MAIN T.O. PLATE108' - 1"

T.O. FOUNDATION98' - 10" T.O. FOUNDATION

98' - 10"B.O. FOUNDATION96' - 2"

B.O. FOUNDATION96' - 2"

8' -

0 1/

2"1'

- 0

1/2"

8' -

1"1'

- 2"

2' -

8"8"

8' -

0 1/

2"1'

- 0

1/2"

8' -

1"1'

- 2"

2' -

8"8"

B.O. FOOTING95' - 6"

B.O. FOOTING95' - 6"

1A3.1

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. PLATE117' - 2 1/2"

UPPER T.O. PLATE117' - 2 1/2"

3A3.1

FF

CC

B

C

9" /

1'-0

"

ASPHALT SHINGLESOVER 1/2" CDXPLYWOOD AND WOODTRUSSES

¾” TONGUE AND GROOVEPLYWOOD SHEATHING OVERPLYWOOD 11 7/8 I-JOISTFRAMING

1x4 HORIZONTAL SIDING OVERWEATHER BARRIER AND 1/2" CDXPLYWOOD

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. PLATE108' - 1"

MAIN T.O. PLATE108' - 1"

T.O. FOUNDATION98' - 10"

T.O. FOUNDATION98' - 10"

B.O. FOUNDATION96' - 2"

B.O. FOUNDATION96' - 2"

8' -

0 1/

2"1'

- 0

1/2"

8' -

1"1'

- 2"

2' -

8"8"

8' -

0 1/

2"1'

- 0

1/2"

8' -

1"1'

- 2"

2' -

8"8"

B.O. FOOTING95' - 6"

B.O. FOOTING95' - 6"

1A3.1

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. PLATE117' - 2 1/2"

UPPER T.O. PLATE117' - 2 1/2"

3A3.1

D

D

D

C C C

9" /

1'-0

"

4"

1'-0"

ASPHALT SHINGLESOVER 1/2" CDXPLYWOOD AND WOODTRUSSES

¾” TONGUE AND GROOVEPLYWOOD SHEATHING OVERPLYWOOD 11 7/8 I-JOISTFRAMING

1x4 HORIZONTAL SIDING OVERWEATHER BARRIER AND 1/2" CDXPLYWOOD

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A2.2

1/4" = 1'-0"1 EAST ELEVATION - CONSTRUCTION

1/4" = 1'-0"2 WEST ELEVATION - CONSTRUCTION

15

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. PLATE108' - 1"

MAIN T.O. PLATE108' - 1"

T.O. FOUNDATION98' - 10"

T.O. FOUNDATION98' - 10"

B.O. FOUNDATION96' - 2"

B.O. FOUNDATION96' - 2"

B.O. FOOTING95' - 6"

B.O. FOOTING95' - 6"

8' -

0 1/

2"1'

- 0

1/2"

8' -

1"1'

- 2"

2' -

8"8"

8' -

0 1/

2"1'

- 0

1/2"

8' -

1"1'

- 2"

2' -

8"8"

2A3.1

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. PLATE117' - 2 1/2"

UPPER T.O. PLATE117' - 2 1/2"

PRE-ENGINEERED TRUSSES@ 24" O.C. (BY OTHERS)

9"

1'-0"

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. PLATE108' - 1"

MAIN T.O. PLATE108' - 1"

T.O. FOUNDATION98' - 10"

T.O. FOUNDATION98' - 10"

B.O. FOUNDATION96' - 2"

B.O. FOUNDATION96' - 2"

B.O. FOOTING95' - 6"

B.O. FOOTING95' - 6"

1A3.1

8' -

0 1/

2"1'

- 0

1/2"

8' -

1"1'

- 2"

2' -

8"8"

8' -

0 1/

2"1'

- 0

1/2"

8' -

1"1'

- 2"

2' -

8"8"

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. PLATE117' - 2 1/2"

UPPER T.O. PLATE117' - 2 1/2"

3A3.1

PRE-ENGINEERED TRUSSES@ 24" O.C. (BY OTHERS)

MAIN T.O. SUBFLOOR100' - 0"

MAIN T.O. PLATE108' - 1"

T.O. FOUNDATION98' - 10"

B.O. FOUNDATION96' - 2"

B.O. FOOTING95' - 6"

UPPER T.O. SUBFLOOR109' - 2"

UPPER T.O. PLATE117' - 2 1/2" 15

" HEE

L H

EIG

HT

MIN

.

PRE-ENGINEEREDTRUSSES @ 24" O.C.(BY OTHERS)

LOOSE FILL INSULATIONBLOWN-IN BYCONTRACTOR TOREQUIRED THICKNESSAS TO ACHEIVE AMINIMUM R-VALUE OF 38

PROVIDE BLOCKING ATTAILSSIMPSON STRONG-TIEHURRICANE CLIP @EACH TRUSS

¾” TONGUE AND GROOVEPLYWOOD SHEATHING OVERPLYWOOD 11 7/8 I-JOISTFRAMINGR19 FIBERGLASS BATTINSULATION IN 2X6 EXTERIORWOOD FRAMED WALL CAVITIESTYPICAL THROUGHOUT.INTERIOR TO BE COVERED WITH1/2" GYPSUM BOARD OVERVAPOR.

¾” TONGUE ANDGROOVE PLYWOODSHEATHING OVERPLYWOOD 11 7/8 I-JOISTFRAMING

1-1/8" x 11-7/8" RIM JOIST

1x4 HORIZONTAL SIDING OVERWEATHER BARRIER AND 1/2" CDXPLYWOOD

R19 FIBERGLASS BATTINSULATION IN 2X6 EXTERIORWOOD FRAMED WALL CAVITIESTYPICAL THROUGHOUT.INTERIOR TO BE COVERED WITH1/2" GYPSUM BOARD OVERVAPOR.2 LAYERS OF RIGIDINSULATION WITH A MIN.R-VALUE OF 21 OVERVAPOR BARRIER1/2" X10" ANCHOR AT4'-0" O.C. AND 1'-0" FROMEACH SIDE OF EACHCORNER2X6 TREATED SILLPLATE OVER SILLSEALER TYP.8" CIP CONC. WALL8" CIP CONC. WALL

VERT. & HORIZ. STEEL(SEE SCHEDULE)

18" WIDE X 8"DEEP CONC.FOOTING

DOWELS 32" O.C. MAXOR MATCH VERT. WALLBARD, BEND AS SHOWNAND EXTEND MIN. 24"INTO WALL(2) - #5 GR. 40 TOP &BOTTOM MIN. 3" ANDMAX. 6" BETWEENBARS AND TOP ORBOTTOM OF WALL

PROVIDE [3] - #4 GR.40 BARS CONTINUOUSPROVIDE #4 GR. 40 BARS@ 24" O.C. TRANSVERSE

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A3.1

1/4" = 1'-0"1 SECTION E/W - CONSTRUCTION

1/4" = 1'-0"2 SECTION N/S - CONSTRUCTION

3/4" = 1'-0"3 TYPICAL WALL SECTION

3' -

0"1'

- 2"

4"

1 1/

2"

2' -

10 1

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2' - 0"2' - 6"1' - 6"2' - 0"

2' -

0"5'

- 6"

2' - 0"2' - 6"1' - 6 1/2"

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A4.1

1 1/2" = 1'-0"1 INTERIOR ELEVATION KITCHEN

17

Experiential Bridge

Zeus’ Bolt

This bridge was designed with the purpose of three users: street performers, par-core enthusiasts, and fishermen. The bridge is built on 60 and 120 degree angles. The bridge has A stage for the street performers. There are two cut out spot at the obtuse angels for fishermen. The par-core users have the most. The trellis can be used as monkey bars, the retaining walls off the bridge leadingup to the bridge are balance beams

19

EAST ELEVATION

WEST ELEVATION

NORTH ELEVATION SOUTH ELEVATION

SECTION A, WEST ELEVATION

SECTION B, NORTH ELEVATION

PLAN VIEW

SECTION A, WEST ELEVATION

SECTION B, NORTH ELEVATION

PLAN VIEW

21

Rendered Elevations

Rendered Floor Plan

23

Bridge Model

25

Study Abroad

Popes’ Pub

This is a 14,000 sqft brewery located in Rome spanning parallel to the Tiber River at Porta Portese. The Brewery is re-purposing two of the historical buildings in this area, the Granary and the Arsenale. This area used to be the old port city and storage of grains for the pope. My objective was to re-purpose the historic buildings. I turned the Arsenale into a bar/restaurant and the Granary as a graining room and malt production. This would be one of the first large scale breweries in Rome. There aren’t any brewery’s in Rome because the water is too hard. For this to work there would need to water filtration system that changes the pH and mineral level to make the beer have a better taste.

27

Section Cut Restaurant

29

Axon of Bar

Schematic Brewery layout

31

Modular Chair

Sukasi

This chair has a rotating pivot point under where your knees would go. The chair/table rotates 90 degrees and there is a pin that locks and holds the chair, allowing it to become a table. If two chairs are rotated, they connect at the top/middle with three finger joints to secure them in place.

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Sukasi Modular Chair First Prototype

Sukasi Modular Chair Final Prototype

35

Freedom of Speech: Part One

Heuristic SculptureLead Wings

When thinking about how freedom is represented around the world the idea of oppression came to mind. The chain/wire is restricts the bird from being able to do what it naturally should, fly. Much of the world has been held back and oppressed from war, corruption, drugs, and lies.

Heuristic Model Freedom of Speech

37

Freedom of Speech: Part Two

Charlie Hebdo Free Speech PavilionBee Breeder Competition

This pavilion was inspired by my idea from the Heuristic sculpture. The ribbon on the exterior resembles a cage. A person is supposed to feel confined and trapped, like being in a prison. Many people around the world are restricted and censored. Inside, there are four gallery rooms. Each room represents a different degree of censorship that can be found around the world.

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CHARLIE HEBDOFREEDOM OF SPEECH PAVILION

4. ELEVATOR

1. ENTRANCE/ EXIT2. RECEPTION3. ADVICE & SUPPORT

5. CONFERENCE6. WORKSHOP7. CAFE8. GLASS ATRIUM

11. GALLERY TWO SOME CENSORSHIP

9. COURT YARD10. GALLERY ONE NO CENSORSHIP

12. GALLERY THREE UNDER SURVEILLANCE 13. GALLERY FOUR HEAVILY CENSORED14. DECK LOOKING OVER COURT YARD15. DECK LOOKING AT RIBBON

2.

3.

6.7.

13.

12. 11.

10. 15.

14.

8.

9.

5.

4.

4.

1.

LEGEND:

41

2x6 SOLE PLATE

2X10 WOOD JOIST

1/2” WOOD DECKING FINISH

INSULATIONCONCRETE FOOTING

2x10 SILL PLATE

2X8 WOOD JOIST2X10 JOIST HEADER

1/2” STONE TILE

REBAR

5/8” SUBLFLOOR

6” CONCRETE FLOOR

2x10 SOLE PLATE 1/2” STONE TILE

5/8” GYPSUM

2X12 RIM JOIST

INSULATION2X10 WOOD JOISTS

2X10 STUD1/2” GYPSUM

5/8” SUBLFLOOR2X6 SOLE PLATE

1/2” EXTERIOR WOOD FINISH

2X6 TOP PLATE RIBBON DETAIL

FIRST FLOOR DETAIL

SECOND FLOOR DETAIL SECTION CUT DETIAL RENDER

A1

PERSPECTIVE SECTION A2

SECTION SCALE: 3/32”=1’-0”

43

Thank You,

Edward Sweeney