Portfolio 2016 by Sarah Dews

S A R A H D E W S

P O R T F O L I O

SARAHDEWS

scdews@gmail.com

p: 573.639.2587

www.issuu.com/sarahdews

EDUCATION May 2012 Kansas State University

Manhattan, KS Castiglion Fiorentino, Italy

Master of Architecture

EMPLOYMENT August 2012 - Present 505Design, Inc. Boulder, CO

Architectural Designer Helped find the “idea” of the project, and maintain it through all phases of the design process. Roles range from initial visioning and rendering, to (most currently) project coordinator in Construction Documentation and Construction Phase Services. Projects include retail, mixed-use, residential, and office buildings.

Summers 2010, 2011 Malicoat-Winslow Engineers Columbia, MO

Intern Assisted in the calculation and design of mechanical, electrical, plumbing and fire protection systems.

VOLUNTEER WORK 2013 - Present Open Space and Mountain Parks (OSMP) Boulder, CO

Helped to build new trails, repair damage to trails/bridges/walls, clear debris, and plant vegetation

2012 - Present The Well Boulder, CO

Ran childcare and lead worship

AWARDS 2009 Jones Educational Center

Winning entry in a design competition of an educational facility for physically and mentally disabled young adults, which is currently in use.

2009 “Texture Study of Roygenkoichi Guest House” - Rendering Competition

Honorable Mention for graphite rendering, displayed in Kansas State’s Architecture and Planning office.

PROFICIENCIES AutoCAD Revit Bluebeam Adobe Suite Sketchup Microsoft Office Hand Sketching Model Making

REFERENCES Matt Patrick

970.596.6703

Chris Fein

630.775.9089

Owner of the Boulder Food Park; Pastor at The Well Professor at Kansas State University

CONTENTS

ACADEMIC : SINGLE ARTIST MUSEUM

6-9

ST. MARY’S CHAPEL

10-13

TRANSITIONS HOUSE

14-15

CROWN HALL ADDITION

16-17

PROFESSIONAL : FOOTHILLS

18-21

EXTON

22-23

ONE C1TY

BOULDER FOOD PARK

CASTLE HILLS

MENLO PARK

S I N G L E A RT I S T M U S E U M SPRING 2010 / PROFESSOR: TODD GABBARD TYPE LOCATION

MUSEUM NEW YORK, NY

PROGRAMS REVIT PHOTOSHOP SKETCHUP

The Single Artist Museum is a building located in New York City’s Chelsea art district, which is dedicated to displaying the work of artist Kate Gilmore. Based on information from the site and artist, a rule set based on spatial enclosure has been placed to dictate programmatic locations. The most basic observation of Gilmore’s videos is that they create light and sound, as well as the need to be secluded from all exterior distractions. ‘Absence of light’ became the underlying concept of the building and created separation of enclosure. Museum galleries are closed and dark, while circulation and interstitial spaces are exposed to light. Site context and climate dictate room locations and construction details.

ACADEMIC WORK

Site map (www.bing.com)

MEET KATE GILMORE. Gilmore is a performance artist, in both videos and live performances. She dresses in heals, dresses, and other typical housewife attire, as she tackles harsh obstacles that she has constructed for herself. From escaping from a leg cast in concrete, to climbing a wall wearing roller skates, to popping balloons filled with paint, Gilmore makes a feminine statement that is difficult to ignore.

Images from www.kategilmore.com

Section through circulation space and large glass video wall

ACADEMIC WORK

CIRCULATION ENCLOSURE

GALLERY ENCLOSURE

PROGRAM

Sketches

View from front of the Museum

View from Highline

S T. M A RY ’ S C H A P E L FALL 2010 / PROFESSOR: NATHAN HOWE TYPE LOCATION

CHURCH ST. MARY’S KANSAS

PROGRAMS REVIT PHOTOSHOP

St. Mary’s Academy and College is a Catholic school that has been without a chapel for over 30 years. This project seeks to find a contemporary alternative design to the traditional Gothic style church that is currently planned for the site. Two goals lead the design: creating a procession of sacred spaces and incorporating site context. Within the building, room location is based primarily on the existing site conditions: typography, use patterns, and climate. The major circulation path within the building is an extension of the existing axis starting at the entry to the campus. The landscape gradually leads visitors up along a rising modular system. The Chapel continues this lifting into the grand assembly hall where views are directed upwards and light floods the chapel.

ACADEMIC WORK

THE SITE. After a devastating fire that destroyed the St. Maryâ&#x20AC;&#x2122;s Chapel, this school for high-schoolers and college age students has been without his central element. The site is in the middle of the campus, connecting dormitories and classrooms. It is on access with the main point of entry to the Academy, and has a subtle slope.

Ariel site (original image found at www.smac.com)

Section perspective through assembly space above, and private worship spaces below that opens to campus quad.

Models to study structure / enclosure/ and construction techniques

ACADEMIC WORK 13

Construction Document details

TRANSITIONS HOUSE FALL 2009 - SPRING 2010 / PROFESSOR: GARY COATES TYPE LOCATION

EDUCATIONAL HOUSE EMPORIA, KS

PROGRAMS REVIT AUTOCAD PHOTOSHOP WITH

LEVI WALL

AWARDS

WINNING ENTRY - TO BE BUILT

This project is the winning competition entry for a life skills training home for mentally and physically disabled young adults. The upstairs is used to accommodate a supervised learning environment for the Transitions Program students and a separate basement houses extra classrooms to be used by the Flint Hills Technical College, who will be constructing the house. The house will be constructed by the FHTC beginning construction class skills, and will be one of the first examples of net-zero, sustainable practices in the area.

Construction photos

DEEP SET tile floor

3 inch thermal mass is coupled with maximum Southern glazing to create a passive solar house

LANDSCAPE design

HIGH EFFICIENCY fixtures

xeriscaping used throughout design, in order to minimize water usage

RECLAIMED materials

previously used materials including tiles, siding, sheetrock, counters, baseboards, etc. obtained from Kansas City based company, Planes Re-Use

PHOTOVOLTAIC panels

in order to create a net-zero house design, flexible Uni-Solar panels are placed on the south side of the standing seam metal roof

INSULATING concrete forms

12 inch thick ICFâ&#x20AC;&#x2122;s are used for all exterior walls, giving the house R-24 insulation and super air-tight envelope

fixtures and appliances with an efficiency rating of Energy Star or higher are used throughout the house

high-performance HEAT PUMP

takes in thermally conditioned air to increase heating and cooling efficiency

solar HOT WATER

to reduce energy demand for water heating , water is circulated through solar tubes on the Southern side of the roof.

ACADEMIC WORK 15

PORCH BATH.

BEDROOM

PORCH

AIRLOCK OFFICE

BATH.

KITCHEN

ENTRY

LIVING ROOM

EXERCISE

DINING

LAUNDRY

MULTIPURPOSE/ CONfERENCE ROOM

ENTRY PORCH

SUNSPACE

ACCESSiBLE GARDEN

Upper Level Floor Plan

MECHANICAL/ STORAGE

REST. 1

REST. 2 LOUNGE/ KITCHENETTE

CLASSROOM

OFFICE

CLASSROOMS

OUTDOOR AREA

Basement Floor Plan

South Elevation

East Elevation

North Elevation

West Elevation

CROWN HALL ADDITION FALL 2012 / PROFESSOR: CHRIS FEIN TYPE LOCATION

EDUCATIONAL CHICAGO, IL

PROGRAM REVIT

Crown Hall is one of Mies van der Roheâ&#x20AC;&#x2122;s greatest masterpieces, and currently houses the majority of the Architecture school at ITT. The goal of this design was to condense all of the ITT Architecture program, which is currently spread across campus, within Crown Hall and the Addition. The studios are the most celebrated piece of the Architecture school itself, and thus were left to remain within the celebrated Crown Hall. All other support spaces would be in the Addition. Circulation paths, determined by flow through campus, divide the Addition into (4) sections. These series of formal elements hold the secondary spaces. Initial sketch ideas

ACADEMIC WORK 17

CROWN HALL studios critique spaces

Second floor plan ADDITION faculty offices library gallery computer lab plot rooms/shop storage/archive

Building section

FOOTHILLS OCT 2011 - NOV 2015 / 505DESIGN INC.

RENAISSANCE ON THE FRONT RANGE Foothills embodies a contemporary Colorado style by using natural materials that are in harmony with the traditional architecture of Historic Downtown Ft. Collins. The project will be a unique combination of indoor shopping, open-air eateries, and outdoor shops. Outdoor and green spaces will be enhanced with beautiful Colorado-style landscape, pedestrian amenities, entertainment opportunities, and exciting fountains. The design provides opportunities for all types of shopping, dining, and entertainment. Foothills will be a local and regional draw.

PROFESSIONAL WORK 19

Ariel rendering. Photo credit: 505Design Inc.

TYPE LOCATION SIZE (GLA)

RETAIL FT. COLLINS, CO 520,000 SF

PROGRAMS AUTOCAD SKETCHUP ADOBE CREATIVE SUITE ROLE

DESIGNER Assisted from concept design through construction phase services. Collaborated on master plan, designed stand-alone building & mall facades, detailed concourse interior, assisted Architecture firm with design development and construction documentation details, and selected materials.

EXTERIOR DESIGN

Original renderings of exterior lawn (top) and outboard building (bottom)

Finished project photos. Photo credit: Alberta Partners

PROFESSIONAL WORK 21

INTERIOR DESIGN

Original renderings of interior concourse

Finished project photos. Photo credit: Alberta Partners

EXTON OCT 2015 - NOV 2016 / 505DESIGN INC.

Rendering from Northeast. Photo credit: 505Design Inc.

PROJECT:

RETAIL - GROCERY EXTON, PA 55,000 SF RETAIL 5,000 SF OFFICE 5,000 SF EXTERIOR DINING

8.6

8.3

7.6

7.3

6.6

6.3

5.7

2.7

WHOLE FOODS MARKET AT EXTON SQUARE

310' - 11 3/8" 35' - 0"

30' - 3 3/8"

10' - 2 7/8"

20' - 5 5/8"

10' - 2 7/8"

20' - 5 5/8"

10' - 2 7/8"

9' - 0 3/4"

21' - 7 3/4"

30' - 8 1/2"

314' - 8 3/4"

5' - 0"

8' - 0"

5' - 0"

8' - 0"

5' - 0"

1 A555

11' - 6"

5 A151

44' - 5 1/4"

C 4 A202

G.2

30' - 8"

A501

A251

15' - 6 3/4"

EXIT

A211 006

A501

5' - 0"

6' - 8"

8' - 0" 2' - 2 1/2"

1 A301

STAIR A

---

8' - 0"

22' - 6 3/8"

6' - 11"

CL. HWY

9' - 4"

ELEV A

1' - 4"

29' - 4 1/2"

2 A555

F 30' - 8"

65' - 0 1/2"

4' - 0"

020

021

022

2' - 8" 3' - 8"

5' - 4"

012 -

A401

METER

---

ISSUED FOR CONSTRUCTION

ISSUED DATE

APRIL 1, 2016

G G

5 A202 -

NO.

30' - 0"

1' - 4"

61' - 8 5/8"

1' - 4"

018

60' - 0 1/4"

REVISIONS

STORAGE/LOADING/PREP

A502

ISSUED FOR

41' - 4 1/2"

This drawing and the design shown are the property of 505Architecture, Inc. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.

023

A303

PLANTING BED

3' - 8"

STAIR B

1' - 4"

019 1' - 4"

2' - 5 1/8"

27' - 9"

4 A251

REASON ISSUED FOR CONSTRUCTION

DATE 04-01-2016

B 3D A501

32' - 3 3/8"

5' - 4"

014 UP D STAIR

A501

--D

016

3A A502

5' - 4"

14' - 10 3/4"

34' - 8 1/4"

1' - 1 3/4"

15' - 4"

43' - 0 1/2"

3' - 3"

5' - 4"

13' - 4"

19' - 4 1/2"

2' - 8"

3 A555

5' - 4"

13' - 4"

16' - 0"

2' - 8"

5' - 4"

15' - 4"

PLANTING BED

A501

34' - 8 1/4"

15' - 4"

5' - 4"

86' - 8 1/4"

13' - 4"

5' - 4"

13' - 4"

2' - 8"

16' - 0"

2' - 8"

5' - 4"

15' - 4"

18' - 8" 5' - 4" ---

32' - 8"

6' - 8"

3' - 3"

MIN. SETBACK

15' - 0"

PLANTING BED

013

13' - 0 3/4"

56' - 0" 1' - 6"

18' - 8"

015

ELEV B

6' - 8"

017

STAIR C

1' - 4"

5' - 4"

25' - 1 1/4"

2 A301

12' - 9 1/4"

GAS EXTERIOR UP TO ROOF

PROFESSIONAL SEALS

3 A301

6A A502

C:\Users\sdews\Documents\007_000.000_WFM_2016_sdews.rvt 4/1/2016 2:24:11 PM

PROJECT COORDINATOR Responsible for emplementing the design created by other team members through design development, construction documentation, and construction phase services. Coordination with client, consultants, and contractor.

DN 024

15' - 1 3/4"

---

011

A501

2 A202

30' - 0"

4 A301

010

ROLE

13' - 4" 5' - 4"

SEWAGE LINE ---

---

GENERAL NOTES:

30' - 0"

16' - 0"

13' - 4"

32' - 8 1/4"

MEASURED TO OUTSIDE FACE OF WALL

LOADING DOCK

30' - 0"

2' - 8"

13' - 4"

11' - 8"

13' - 4" 5' - 4"

SCREEN WALL

79' - 3"

23' - 10"

SANITARY LINE

PLANTING BED

TENANT AREA: 55,000 GSF

A511

PLANTING BED

A511 -

2 A511

4' - 0"

4 A201 2

187' - 9 3/4"

5' - 4"

---

1 A151

SANITARY SEWER

23' - 10"

A201 5

CONSULTANTS:

5' - 4"

2A A502

505ARCHITECTURE, INC. 508 West 5th Street, Suite 250 Charlotte, North Carolina 28202 www.505design.com

F.5

PLANTING BED

PROGRAMS REVIT SKETCHUP

ARCHITECT: G

5' - 4" 6' - 1 3/8"

009

5 A555

---

CL. HWY H

PREIT SERVICES 200 South Broad Street Suite 300 Philadelphia, PA 19102 215.875.0117

9' - 9 1/4"

8' - 4"

27' - 7 1/4"

---

12' - 0 1/2"

5' - 0"

D F

2' - 8"

F.5

5' - 0"

3A A501

5' - 0"

1' - 10" 2' - 2" 5' - 4"

2' - 4"

G.7

3 A202

008

007

CLIENT:

4D A501

005

8 A555

3 A251

4 A151

9' - 1"

1 5' - 0"

5' - 0"

44' - 0"

--A201

5A A501 11' - 2 1/4"

003 3C A211

5' - 0"

47' - 2 1/2"

1' - 4"

G.7

6' - 4"

2 A151

A251 46' - 4"

001

ENTRY

9' - 8"

90' - 8"

8' - 0"

3 A151 2 4A A501 6' - 2 1/2"

2' - 8"

15' - 0"

106' - 2 1/2"

14' - 6 3/8"

64' - 3 3/4"

MIN. SETBACK

TYPE LOCATION SIZE (GLA)

A202 -

PROJECT NUMBER

709105 SHEET TITLE

GROUND LEVEL PLAN

15' - 0" MIN. SETBACK SHEET NUMBER

T.O.S. GROUND

A101

3/32" = 1'-0"

PROJECT:

8.6

8.3

7.6

7.3

6.6

6.3

5.7

2.7

WHOLE FOODS MARKET AT EXTON SQUARE

35'-0"

30'-3 1/2"

10'-2 3/4"

9'-0 3/4"

21'-7 3/4"

30'-8 1/2"

105'-3 1/4"

30'-8 1/2"

7'-10 1/2"

22'-10"

91'-7 1/4"

30'-8 1/2"

6'-4"

47'-2 1/2"

CLIENT:

100'-4" -

--A201

G.2 9'-1"

77'-6 1/4" 69'-2 1/2"

A501

11'-5 1/2" 16'-2" --1'-10" 2'-2"

3 A202 1D A501

---

102

11 101

MEZZ A 5

A521

10 A203

---

1 A203

OPEN TO BELOW

---

A521

ELEV A

A251

STAIR A 12

CONSULTANTS: F.5 9'-9 1/4"

6'-3 1/2"

A203 DOWNSPOUT AND SPLASH BLOCK

DOWNSPOUT AND SPLASH BLOCK

A521

2A A502

A203 9

48'-0"

SLOPE 1/4" - 1'- 0"

GENERAL NOTES:

8'-6 1/4"

74'-0"

A511

30'-0"

95'-9"

---

SLOPE 1/4" - 1'- 0"

4 A201 2 A511

CONCRETE PAVERS ON PEDESTALS WITH MEMBRANE ROOF BELOW

66'-4 1/2"

30'-0"

ROOF TERRACE AREA: 5,000 SF A203 6

A201 5

2 A202

10 6°

A203

6'-0"

16'-0"

4'-0"

16'-0"

4'-1 3/4"

15'-1 3/4"

NONOCCUPIED ROOF AREA

PERIPHERAL ROOF DRAINAGE SYSTEM

6'-0"

A502 4'-4"

109

6'-0"

A502

4'-0" 4'-0" 3'-0"

---

3 A521

30'-0"

1A A501 17'-3 3/4"

ISSUED FOR

103 9

A203 7

A521

ISSUED FOR CONSTRUCTION

STAIR B

ISSUED DATE

APRIL 1, 2016

A251

2 A401

WHERE ROOF TERRACE (RFS03) IS NON-OCCUPIED, PROVIDE PROTECTED MEMBRANE ROOF (PMR) WITH LIGHT GREY STONE BALLAST IN LIEU OF PAVERS.

A203

5 A202

104

ELEV B 14

STAIR D

A501

4'-0"

AREA OF OUTDOOR ROOTOP MECHANICAL EQUIPMENT RFS02

7 A301

32'-3 1/2"

2'-10 1/2"

25'-9 1/4"

105

---

20'-8 3/4"

22'-9 1/4"

6'-0"

2'-0" 7'-6 3/4"

STAIR C

9'-6 3/4"

8'-11 3/4"

106

5 A301

PROFESSIONAL SEALS

107 3A

108

78'-8 1/4"

AREA: 5,000 GSF

A502

20'-9 3/4"

DATE 04-01-2016

4 9 A301

TO OUTSIDE FACE OF WALL

6A A502

REASON ISSUED FOR CONSTRUCTION

12'-0 3/4"

63'-7 1/2"

44'-0 3/4"

41'-4 1/2"

MECHANICAL ROOM AREA: 1,775 GSF

NO.

30'-0"

ADMINISTRATIVE MEZZANINE

A502

REVISIONS

C:\Users\sdews\Documents\007_000.000_WFM_2016_sdews.rvt 4/1/2016 2:24:13 PM

The design of the new Whole Foods Market at Exton Square will reflect the active and family orientated lifestyle of Chester County and positions this gourmet grocery market as a one-of-a-kind destination. The architectural language will evoke a modern interpretation of the strong vernacular building history of the surrounding region both referencing and reinforcing the themes of the Whole Foods Market – local’s favorite for simple, smart, and fresh. The design is all about the experience. The new grocery store will provide comfortable places to gather including a rooftop patio and garden with several shaded, ground-level meeting places, and pedestrian connections to the adjacent Mall.

505ARCHITECTURE, INC. 508 West 5th Street, Suite 250 Charlotte, North Carolina 28202 www.505design.com

15'-0" -

---

8'-10 3/4"

ARCHITECT:

10'-10 1/4"

INTERNAL ROOF DRAINAGE SYSTEM

OPEN TO BELOW

14'-10 3/4"

The Idea

49'-4"

A501

PREIT SERVICES 200 South Broad Street Suite 300 Philadelphia, PA 19102 215.875.0117

G.7

---

6'-2 1/4"

12'-3"

11'-10 3/4" 3'-2 1/2"

23'-4 1/2" 6 A301

1D A211

8'-0"

10'-0"

4 A202

A211

14'-7"

10'-0" 3C

A251

5D A501

14'-6 1/2"

38'-11 1/2"

A501

22'-6 1/2"

A251

27'-7 1/4"

4A A501

2D A501

15 A

68'-4 1/4"

1'-6"

66'-1 1/2"

9'-4 1/2"

THROUGH-WALL SCUPPER, BOX GUTTER, AND DOWNSPOUT

13'-1"

2A A501

THROUGH-WALL SCUPPER, BOX GUTTER, AND DOWNSPOUT

709105 SHEET TITLE

MEZZANINE LEVEL PLAN

SHEET NUMBER

A102

T.O.S. MEZZ LEVEL 3/32" = 1'-0"

Consruction Documents. Property of 505Architecture Inc.

PROFESSIONAL WORK 23

Rendering from Northwest. Photo credit: 505Design Inc. G.2

PROJECT: C E

MTP01 (EWS01.B)

3' - 5 3/4" 4' - 0"

T.O. ADMIN MEZZ WALL 350' - 6"

LFX01 WALL MOUNTED LIGHT FIXTURE TYP REF TO A001

CONTROL JT CONTROL JT

CONTROL JT

EWS02.A

10' - 0" TYP. 8' - 0"

CAVITY DRAINAGE NET

EWS02

CLIENT:

T.O. ROOF CURB 336' - 8"

FLASHING MEMBRANE

MTL FLASHING WITH DRIP EDGE 330' - 0"

STRUCT STL ROD

T.O.S. MEZZ LEVEL 334' - 2"

SFS01 LFX01 WALL MOUNTED LIGHT FIXTURE TYP REF TO A001

CMU02 (EWS03)

TURN ROOFING UP WALL BEHIND MTL ROO FLASHING

200 South Broad Street Suite 300 Philadelphia, PA 19102 215.875.0117 TUBE

ARCHITECT:

1'-0"

ROOF COUNTER FLASHING TURN UP MIN 8" AT SHEATHING

329' - 10"

310' - 0"

CONTROL JT

1E A502

CMU02 (EWS02.C)

1' - 1"

327' - 9" T.O. STL TUBE

6C A554

TUBE

T.O STL TUBE 327' - 6"

REF A001 FOR MATERIAL FINISH SCHEDULE

505ARCHITECTURE, INC. 508 West 5th Street, Suite 250 Charlotte, North Carolina 28202 www.505design.com

WEST ELEVATION 1/8" = 1'-0"

TUBE

FILL W/ ROCK WOOL INSULATION

4' - 7"

1/8" = 1'-0"

505ARCHITECTURE, INC. 508 West 5th Street, Suite 250 Charlotte, North Carolina 28202 www.505design.com

STRUCT STL TUBE

CANOPY ROOF: STANDING SEAM METAL ROOFING 30 LB FELT UNDERLAYMENT 2" NOM. WOOD T&G DECKING STEEL STRUCTURE

CONSULTANTS:

EAST ELEVATION - LOADING DOCK SCREEN WALL

9 1/2"

T.O. STL TUBE METAL FINISH FIXED DECORATIVE DOOR *TO BE FURNISHED AT LANDLORD'S DISCRETION

ARCHITECT:

CONT J-CHANNEL - NO SEALANT 1C A556

309' - 0" CMU01 (EWS02.C)

PREIT SERVICES

ROOF FLASHING BYND 9"

T.O STL TUBE

T.O.S. GROUND 314' - 8"

312' - 0"

33°

311' - 0"

EWS01.A MEMBRANE FLASHING TO LAP ROOF FLASHING

SUPPORT ROD ANCHOR

330' - 0" 1/2" / 12"

310' - 8"

200 South Broad Street Suite 300 Philadelphia, PA 19102 215.875.0117

CONT J-CHANNEL

ROOF COUNTERFLASHING TURN UP MIN 8" AT STONE VENEER

SUPPORT ROD ANCHOR

1C A556

CMU01 (EWS03)

CMU03 (EWS02.C)

T.O.S. GROUND 314' - 8"

B.O. LINTEL 15'-4" ABOVE SLAB

ST STL TERMINATION BAR AND CONT. SEALANT

PREIT SERVICES LFX01 WALL MOUNTED LIGHT FIXTURE TYP REF TO A001

CLIENT:

STL LINTEL STONE VENEER W/ LIPPED EDGE AT LINTEL

STRUCT STL ROD

T.O.S. MEZZ LEVEL 334' - 2"

EYEBROW CANOPY

311' - 0"

312' - 0"

1' - 0"

CONSULTANTS:

EWS01.A TO UNDERSIDE OF WD DECKING

CANOPY ROOF: STANDING SEAM METAL ROOFING 30 LB FELT UNDERLAYMENT 2" NOM. WOOD T&G DECKING STEEL STRUCTURE

1' - 4"

326' - 8" T.O. STOREFRONT 12'-0" ABOVE SLAB

1' - 2"

16' - 0"

4' - 0"

16' - 0"

10' - 0"

4' - 0"

6' - 8"

2' - 8" 4' - 0"

4' - 0"

6' - 8 1/2" 1' - 4"

F.5

1' - 0"

T.O. ADMIN MEZZ WALL 350' - 6"

TENANT SIGNAGE. PROVIDE J-BOX FOR POWER.

MTP04 (EWS01.B)

6' - 10"

MTP04 (EWS01.B) MTP01 (EWS01.B - ABOVE WINDOWS)

CMU01 (EWS03)

8' - 0"

WALL SECTION - LOADING DOCK - Callout 3 1 1/2" = 1'-0"

8' - 6"

RAL02

CONT J-CHANNEL - NO SEALANT

314' - 8"

T.O.S. GROUND 314' - 8"

314' - 0"

313' - 0"

312' - 0"

310' - 8"

311' - 0"

327' - 9" T.O. STL TUBE

30LB FELT ROOFING TURN DOWN AND FASTED TO STL TUBE

CONT CLEAT

327' - 3 19/32"

EDGE OF COUNTERFLASHING TO MATCH ROOFING AT METAL PANEL WALL - REF 3E/A556

ISSUED FOR CONSTRUCTION

T.O. STL TUBE

ISSUED FOR

CONT J-CHANNEL W/ SEALANT AT UNDERSIDE OF DECK

APRIL 1, 2016

1/8" = 1'-0"

NO.

WEST ELEVATION - LOADING DOCK

1/8" = 1'-0"

REASON ISSUED FOR CONSTRUCTION

2.7

5.7

6.3

6.6

7.3

7.6

8.3

04-01-2016

1'-4"

ISSUED DATE

APRIL 1, 2016

EWS01.A

CANOPY ROOF: STANDING SEAM METAL ROOFING 30 LB FELT UNDERLAYMENT 2" NOM. WOOD T&G DECKING STEEL STRUCTURE

DATE

REVISIONS

NO. 1

TUBE

30' - 8 1/2"

3'-3"

10' - 2 213/256"

ISSUED FOR CONSTRUCTION

STL TUBE

STRUCT STL TUBE

ISSUED DATE

REVISIONS

1/2" / 12"

DRIP FLASHING This drawing and the design shown are the property of 505Architecture, Inc. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.

ISSUED FOR

LFX03 WALL MTD. DOWN LIGHTS TYP

NORTH ELEVATION - LOADING DOCK

ROOF COUNTERFLASHING - TURN UP MIN 8" AT SHEATHING

1' - 6"

32°

T.O.S. GROUND 314' - 8"

CMU02 (EWS03)

FILL VOID W/ ROCK WOOL INSULATION

1C A556

CUT STONE VENEER BEHIND FLASHING TO HAVE SMOOTH SURFACE

CONTROL JOINT CMU03 (EWS01.C)

TRUCK RESTRAINT (DOC02)

TUBE/ROD ANCHOR

TUBE

ROOF COUNTERFLASHING TURN UP MIN 8" AT STONE VENEER

SFS01

DOCK LEVELER (DOC01)

MEMBRANE FLASHING TO LAP COUNTERFLASHING

TURN ROOFING UP WALL BEHIND MTL ROO FLASHING

30LB FELT ROOFING LAP OVER ROOF FLASHING

CMU01 (EWS03) H

DOCK BUMPER

EWS01.A

STRUCT STL ROD

ST STL TERMINATION BAR AND CONT. SEALANT

TUBE

ROOFING SEAM

CMU02 (EWS03)

EYEBROW CANOPY

DOCK SEAL (DOC03)

GENERAL NOTES:

1 1/2" = 1'-0"

328' - 10" T.O. THROUGH WALL FLASHING

ROOFING CLIPS

T.O.S. MEZZ LEVEL 334' - 2"

CMU02 (EWS03)

2' - 6"

SECTION DETAIL AT CANOPY / WINDOW HEAD

LFX01 WALL MOUNTED LIGHT FIXTURE TYP REF TO A001 CMU03 (EWS02.C)

CONTROL JOINT

STN01 (EWS01.A)

T.O.S. MEZZ LEVEL 334' - 2"

GENERAL NOTES:

MTP03 (EWS02.B)

LVR01 EXHAUST 64 SF (NET AREA)

1' - 3" F.O. GLASS

12' - 0"

T.O. ADMIN MEZZ WALL 350' - 6"

10' - 8"

6 1/16"

MTP01 (EWS01.B) N

G.7

MECHANICAL ROOM ACCESS DOOR

17' - 3 3/4"

16' - 0"

9 15/16"

8' - 0"

8.6

4' - 1 3/4"

WHOLE FOODS MARKET AT EXTON SQUARE

1' - 0"

TUBE/STUD

TERMINATION BAR

MTP01 (EWS02.B) MTP03 (EWS02.B)

10' - 0" TYP.

TYP.

8' - 0"

4' - 0"

TYP.

34°

313' - 0"

4' - 0"

TYP.

10' - 0" TYP.

CMU02 (BEHIND GSW01) (EWS03)

4' - 0"

7' - 0"

GSW01 CMU01 (BEHIND GSW01) (EWS03)

MTP04 (EWS01.B)

8' - 0"

LVR01 INTAKE 64 SF (NET AREA)

PROJECT:

WHOLE FOODS MARKET AT EXTON SQUARE

4' - 0"

EYEBROW CANOPY

REF A001 FOR MATERIAL FINISH SCHEDULE

12 A203

MTP04 (EWS01.B)

DETAIL AT CANOPY FASCIA 3" = 1'-0"

DETAIL - CANOPY CONNECTION TO STONE WALL 1 1/2" = 1'-0"

1 1/2" = 1'-0"

PROFESSIONAL SEALS

RFS01

PLAN MONITOR 351' - 2"

CONTROL JT

RAL01

DATE 04-01-2016

SECTION DETAIL AT CANOPY

SFS01

STN01 (EWS01.A) MTP02 DECORATIVE METAL RAILING

REASON ISSUED FOR CONSTRUCTION

1' - 2"

8'-0 1/2"

10' - 2 213/256"

8.6

REF DETAIL FOR SIMILAR CONSTRUCTION NOTES

3C A556 STRUCT STL ROD

CONTROL JT

MTP03 (EWS01.B)

TENANT SIGNAGE. PROVIDE J-BOX FOR POWER.

CONTROL JT 39' - 0" G

CONTROL JOINT

1C A556

CONTROL JT

PROJECT NUMBER

EXIT

SFS01 CMU02 (EWS01.C)

T.O.S. GROUND 314' - 8"

LFX01 WALL MOUNTED LIGHT FIXTURE TYP REF TO A001

3D A211

2C A211

STN02 (EWS04)

1C A211

SFS01 CMU02 (EWS03)

LFX01 WALL MOUNTED LIGHT FIXTURE TYP REF TO A001

3A A211

709105 SHEET TITLE

EXTERIOR ELEVATIONS

STN02 (EWS01.A)

CWS01

CWS01 MTP01 (EWS01.B)

SHEET NUMBER

A201

NORTH ELEVATION 1/8" = 1'-0"

327' - 9"

T.O. STRUCTURE

327' - 7"

T.O. STL TUBE

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SUPPORT ROD ANCHOR

1/4" / 12"

STEEL FRAMED CANOPY WITH EXPOSED WOOD DECK AND METAL ROOF D

TUBE

2' - 6"

43°

T.O. ROOF CURB 336' - 8"

MTP01 (EWS01.B ABOVE WINDOWS)

PROJECT NUMBER

709105 SHEET TITLE

TUBE

7'-2 1/2"

1' - 2"

2'-0 3/4"

SHEET NUMBER

4A 2

CANOPY DETAILS

CANOPY ROOF: STANDING SEAM METAL ROOFING 30 LB FELT UNDERLAYMENT 2" NOM. WOOD T&G DECKING STEEL STRUCTURE

1' - 8"

A556

SECTION DETAIL AT CANOPY 1 1/2" = 1'-0"

PROJECT:

VAPOR RETARDER/BARRIER, TYP.

2' - 0 5/8" 3

ARCHITECTURAL CAST STONE COPING TO MATCH CMU03 FINISH

NOTE: ALL SINGLE WYTHE CMU SHALL RECEIVE A FIELD APPLIED COAT OF ACRYLIC SURFACE TREATMENT

CONT. SELF ADHERED SHEET APPLIED NON PERMEABLE FLASHING MEMBRANE, MIN 6" BAND GROUT SOLID BELOW GRADE, TYP.

SELF ADHERED FLASHING OVER SEALANT AND BACKER ROD, TYP. R13

MIN. 4" CRUSHED STONE SUCH AS AASHTO#57 OR EQUAL BENEATH FLOOR SLAB AREAS, TYP.

5" 2"

INTERIOR FINISH BY TENANT, TYP. METAL STUD

POLYESTER MESH DRAINAGE MAT @ EACH OPEN CELL

R10

SELF ADHERED FLASHING OVER SEALANT AND BACKER ROD

R10

ST.STL BASE FLASHING STRIP W/ DRIP EDGE, DRAINAGE MESH, AND INTEGRAL WEEPS AT 8”

PREFORMED EXPANSION JT FILLER, TYP. VAPOR RETARDER/BARRIER

CONT 1/2" EXPANSION JT

T.O.S. GROUND 314' - 8"

DETAIL - BASE OF SCREEN @ LOADING DOCK 5"

1' - 4"

5" 4"

MIN.

1 1/2" = 1'-0"

RIGID INSULATION UNDERSLAB AT PERIMETER, TYP. MIN. 4" CRUSHED STONE SUCH AS AASHTO#57 OR EQUAL BENEATH FLOOR SLAB AREAS, TYP.

GROUT SOLID BELOW GRADE, TYP.

G.7

METAL PANEL

3' - 0" MIN.

MIN. 4" CRUSHED STONE SUCH AS AASHTO#57 OR EQUAL BENEATH FLOOR SLAB AREAS, TYP.

CONCRETE SLAB (POURED AS DELAYED IMPROVEMENT)

3' - 0" MIN.

RIGID INSULATION UNDERSLAB AT PERIMETER, TYP.

COMPACTED STRUCTURAL FILL PER GEOTECH REPORT PROCEDURES, TYP.

1' - 8"

NOTE: REF TO STR DWGS FOR REINFORCEMENT OF MASONRY WALLS

R10

GALVANIZED COATED 3'X3'X1' GABION BASKET WELDED MESH

APRIL 1, 2016

1 1/2" = 1'-0"

2.7

SELF ADHERED FLASHING OVER SEALANT AND BACKER ROD, TYP.

ANCHORED STEEL PLATE

METAL PANEL - MTP03

SHEET NUMBER

PLAN DETAIL - END OF LOADING DOCK SCREEN WALL 3/4" = 1'-0"

PLAN DETAIL - LOADING DOCK SCREEN WALL @ METAL PANEL 3/4" = 1'-0"

WALL SECTION - LOADING DOCK GREEN SCREEN 3/4" = 1'-0"

WALL SECTION - LOADING DOCK METAL PANEL 3/4" = 1'-0"

A512

1' - 8"

MIN.

4" 4"

MIN.

TYP.

1' - 4"

3' - 0" MIN.

MIN.

NOTE: FRENCH DRAIN NOT REQUIRED PER GEOTECH REPORT

NOTE: GC TO COORDINATE ELEVATION OF STROM LINES WITH CIVIL

RIGID INSULATION UNDERSLAB AT PERIMETER TYP MIN. 4" CRUSHED STONE SUCH AS AASHTO#57 OR EQUAL BENEATH FLOOR SLAB AREAS, TYP.

2' - 0" MINIMUM

MIN. 4" CRUSHED STONE SUCH AS AASHTO#57 OR EQUAL BENEATH FLOOR SLAB AREAS, TYP. COMPACTED STRUCTURAL FILL PER GEOTECH REPORT PROCEDURES, TYP.

T.O.S. GROUND 314' - 8"

COMPACTED STRUCTURAL FILL PER GEOTECH REPORT PROCEDURES, TYP.

709105 NOTE: FRENCH DRAIN NOT REQUIRED PER GEOTECH REPORT

NOTE: FRENCH DRAIN NOT REQUIRED PER GEOTECH REPORT

SHEET TITLE

FOUNDATION DETAILS

MIN.

WALL MOUNTED GREEN SCREEN

CONC SLAB (POURED AS DELAYED IMPROVEMENT)

12" CMU - CMU03

RIGID INSULATION UNDERSLAB AT PERIMETER, TYP.

CONNECT STORM DRAIN TO CIVIL, REF TO PLUMB DWGS FOR DRAIN LOCATIONS

PROFESSIONAL SEALS

PREFORMED EXPANSION JT FILLER, TYP. VAPOR RETARDER/BARRIER, TYP.

SCREEN WALL AT LOADING DOCK WALL MOUNTED GREEN SCREEN

SELF ADHERED FLASHING OVER SEALANT AND BACKER ROD, TYP. BASE FLASHING, EXTEND UP WALL 8" MIN. CONT 1/2" EXPANSION JT, TYP.

3' - 0" MIN.

1/2"

709105

CONCRETE SLAB (POURED AS DELAYED IMPROVEMENT)

MIN. 4" CRUSHED STONE SUCH AS AASHTO#57 OR EQUAL BENEATH FLOOR SLAB AREAS, TYP.

1' - 8"

PROJECT NUMBER

SHEET TITLE

RIGID INSULATION UNDERSLAB AT PERIMETER, TYP.

CONCRETE KNEE WALL. REFER TO STRUCTURE.

VAPOR RETARDER/BARRIER, TYP.

T.O.S. GROUND 314' - 8"

CONCRETE SLAB (POURED AS DELAYED IMPROVEMENT)

MIN.

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11 11

TYP.

1' - 4"

8' - 0"

3 A512

BLUESKIN WP200 WATERPROOFING BELOW GRADE TYP.

R13

PREFORMED EXPANSION JT FILLER, TYP. BASE FLASHING CONT. 1/2" EXP JT

T.O.S. GROUND 314' - 8"

SHEET NUMBER

TYP FND DTL - MTL PNL 1 1/2" = 1'-0"

TYP FND DTL @ GABION 1 1/2" = 1'-0"

DATE 04-01-2016

1' - 4"

GROUT SOLID BELOW GRADE, TYP. R10

1/2"

5' - 4" 3/4" = 1'-0"

4 5/8"

CONT. SELF ADHERED SHEET APPLIED NON PERMEABLE FLASHING MEMBRANE, MIN 6" BAND

MORTARNET WITH INSECT SCREEN, TYP.

BLUESKIN WP200 WATERPROOFING BELOW GRADE TYP. PROFESSIONAL SEALS

MIN. 4" CRUSHED STONE SUCH AS AASHTO#57 OR EQUAL BENEATH FLOOR SLAB AREAS, TYP.

ENLARGED ELEVATION - LOADING DOCK GREEN SCREEN @ METAL

STONE VENEER BLUESKIN SA WEATHER BARRIER

BLUESKIN WP200 BELOW GRADE, TYP.

VAPOR RETARDER/BARRIER, TYP.

3/4" = 1'-0"

REASON ISSUED FOR CONSTRUCTION

HVR-195VB ANCHOR SYSTEM, ATTACH TO STUDS @ 16” O/C CONT. SELF ADHERED SHEET APPLIED NON PERMEABLE FLASHING MEMBRANE, MIN 6" BAND

1' - 4"

2' - 6"

---

3 A552

ENLARGED ELEVATION - END OF LOADING DOCK SCREEN WALL

APRIL 1, 2016

1 1/2" = 1'-0"

MIN.

CONT. SELF ADHERED SHEET APPLIED NON PERMEABLE FLASHING MEMBRANE, MIN 6" BAND

ISSUED FOR CONSTRUCTION

ISSUED DATE

NO.

TYP FND DTL @ SINGLE WYTHE CMU

TYP

CMU03 - 4" WATERTABLE

MIN. 2"

BLUESKIN WP200 WATERPROOFING BEHIND GABION TYP.

TYP FND DTL - CMU VENEER

1' - 4"

1' - 8"

DATE 04-01-2016

1/2"

REASON ISSUED FOR CONSTRUCTION

T.O.S. GROUND 314' - 8"

ISSUED FOR

REVISIONS

NOTE: FRENCH DRAIN NOT REQUIRED PER GEOTECH REPORT

R13

ISSUED DATE

NO.

NOTE: ALL SINGLE WYTHE CMU SHALL RECEIVE A POST APPLIED ACRYLIC COATING

1' - 4"

GABION CLIPS AT TOP AND BOTTOM OF BASKET TO TIE BACK TO STUDS

ISSUED FOR CONSTRUCTION

1' - 0"

2' - 6"

NOTE: FRENCH DRAIN NOT REQUIRED PER GEOTECH REPORT

ISSUED FOR

MIN.

1' - 0"

CMU02

GENERAL NOTES:

MIN. 4" CRUSHED STONE SUCH AS AASHTO#57 OR EQUAL BENEATH FLOOR SLAB AREAS, TYP.

2 3/8"

BLUESKIN WP200 WATERPROOFING BELOW GRADE, TYP.

5" 2"

2" RIGID INSULATION

1' - 1 5/8"

INTEGRAL WATER REPELLENT COATING

CONCRETE SLAB (POURED AS DELAYED IMPROVEMENT)

2' - 0"

16' - 0"

TO WALL

GWS01

MIN.

T.O.S. GROUND 314' - 8"

A 1' - 4"

CMU, REF TO ELEVATIONS

NOTE: FRENCH DRAIN NOT REQUIRED PER GEOTECH REPORT

VAPOR RETARDER/BARRIER, TYP.

MIN.

CMU01

NOTE: REF TO STR DWGS FOR REINFORCEMENT OF MASONRY WALLS

PREFORMED EXPANSION JT FILLER, TYP.

1 1/2" = 1'-0"

R10

METAL PANEL

CONSULTANTS:

TYP FND DTL @ ENTRY

FOAMED IN PLACE INSULATION (CORE FILL 500)

BLUESKIN WP200 BELOW GRADE, TYP.

MORTARNET WITH INSECT SCREEN, TYP.

BASE FLASHING, EXTEND UP WALL 8" MIN. CONT 1/2" EXPANSION JT, TYP.

GREEN SCREEN

MIN.

1' - 4"

BLUESKIN SA WEATHER BARRIER

GENERAL NOTES:

1 1/2" = 1'-0"

MIN.

9 8 1/4"

CMU VENEER 12" SINGLE WYTHE CMU

COPING DETAIL @ SINGLE WYTHE AND METAL PANEL

505ARCHITECTURE, INC. 508 West 5th Street, Suite 250 Charlotte, North Carolina 28202 www.505design.com

D HB X-SEAL SIS ANCHOR SYSTEM, ATTACH TO STUDS AT 16” O/C TYP.

12" SINGLE WYTHE CMU 4"

TYP.

505ARCHITECTURE, INC. 508 West 5th Street, Suite 250 Charlotte, North Carolina 28202 www.505design.com

11 A512

8 A512 MTP03

1' - 4"

SEALANT

NOTE: FRENCH DRAIN NOT REQUIRED PER GEOTECH REPORT

BOND BEAM

CONTINUOUS STEEL CLOSURE ANGLE

ARCHITECT:

COMPACTED STRUCTURAL FILL PER GEOTECH REPORT PROCEDURES, TYP.

2' - 11"

CMU02

2' - 0"

METAL PANEL - MTP03

MIN.

PRECAST CAP

BOND BEAM

2' - 0 5/8"

CMU01 GREEN SCREEN - GS01

PREIT SERVICES 200 South Broad Street Suite 300 Philadelphia, PA 19102 215.875.0117

CONCRETE KNEE WALL. REFER TO STRUCTURE. COMPACTED STRUCTURAL FILL PER GEOTECH REPORT PROCEDURES, TYP.

A512

ARCHITECTURAL CAST STONE COPING TO MATCH CMU03 FINISH

T.O. LOADING DOCK

1" / 12"

RIGID INSULATION UNDERSLAB AT PERIMETER, TYP. MIN. 4" CRUSHED STONE SUCH AS AASHTO#57 OR EQUAL BENEATH FLOOR SLAB AREAS, TYP.

312' - 3"

ARCHITECT:

1 1/2" = 1'-0"

CLIENT:

T.O.S. GROUND 314' - 8"

CONCRETE SLAB (POURED AS DELAYED IMPROVEMENT)

MIN.

200 South Broad Street Suite 300 Philadelphia, PA 19102 215.875.0117

COPING DETAIL @ LOADING DOCK GREEN SCREEN

MIN. 4" CRUSHED STONE SUCH AS AASHTO#57 OR EQUAL BENEATH FLOOR SLAB AREAS, TYP.

1' - 4"

PREIT SERVICES

PLAN

METAL SILL FLASHING

1/2"

PROVIDE TOPSOIL FOR IN-LINE PLANTING BED

CLIENT:

3" THICK greenscreen PANEL, TYP.

#5132G MOUNTING CLIP - WALL MOUNTED

5"-6 1/2" (VARIES)

WHOLE FOODS MARKET AT EXTON SQUARE

BLUESKIN WP200 WATERPROOFING BELOW GRADE TYP.

6A A554

VARIES 8" - 9 1/2" FACE OF PANEL TO FACE OF WALL

5"-6 1/2" (VARIES)

#5132G MOUNTING CLIP - WALL MOUNTED SECTION

CONT. SELF ADHERED SHEET APPLIED NON PERMEABLE FLASHING MEMBRANE, MIN 6" BAND

T.O.S. GROUND 314' - 8"

3" THICK greenscreen PANEL, TYP. 3"

VARIES 8" - 9 1/2" FACE OF PANEL TO FACE OF WALL

COLUMN, REF TO STR DWGS

1' - 4" GREEN SCREEN

MIN.

GS01

TYP.

NOTE: MOUNTING HOLE IN #5132G MOUNTING CLIP CLIP IS SIZED FOR W/ BENT STEEL GUSSET MAX. 3/8" DIA. FASTENER. @ ONE SIDE, TYP.

WHOLE FOODS MARKET AT EXTON SQUARE

*FASTENERS AND EPANSION EXST'G. CONCRETE ANCHORS BY OTHERS. OR MASONRY WALL *USED TO HOLD PANELS OFF FACE OF WALL OR STRUCTURE EXPANSION ANCHOR A MAX. OF 9-1/2". BY OTHERS - MIN. 480 LBS. PULL OUT CLIP SIZED FOR 3/8" *AT STUCCO AND PLASTER LOCATIONS CLIPS SHOULD BE DIA. FASTENER, TYP. MOUNTED INTO SOLID BLOCKING, SHEATHING OR WALL STUDS. #5136 SPACER - 1/2" x 1 1/2" DIA. - BLACK UHMW PLASTIC, TYP. NOTE: MOUNTING HOLE IN CLIP IS SIZED FOR MAX. 3/8" DIA. FASTENER. #5132G MOUNTING CLIP W/ BENT STEEL GUSSET @ ONE SIDE, TYP.

1' - 4"

*FASTENERS AND EPANSION ANCHORS BY OTHERS. *USED TO HOLD PANELS OFF FACE OF WALL OR STRUCTURE A MAX. OF 9-1/2".

*AT STUCCO AND PLASTER LOCATIONS CLIPS SHOULD BE #5136 SPACER - 1/2" MOUNTED INTO SOLID x 1 1/2" DIA. - BLACKBLOCKING, SHEATHING OR WALL STUDS. UHMW PLASTIC, TYP.

1' - 8"

EXST'G. CONCRETE OR MASONRY WALL EXPANSION ANCHOR BY OTHERS - MIN. 480 LBS. PULL OUT CLIP SIZED FOR 3/8" DIA. FASTENER, TYP.

BOND BEAM

2' - 5"

ARCHITECTURAL CAST STONE COPING TO MATCH CMU03 FINISH

1" / 12"

A552

TYP FND DTL @ STONE VENEER 1 1/2" = 1'-0"

ONEC1TY NOV 2014 - MARCH 2016 / 505DESIGN INC. TYPE CLIENT LOCATION

OFFICE CAMBRIDGE NASHVILLE, TN

PROGRAMS SKETCHUP ROLE

DESIGNER Visioning and concept design for the form/program/ ashtetics for the office building attached to an elevated plaza and residentail building, within a wellness community.

Mindful Living OneC1ty is a collection of people empowered by global thought, inspired by local impact, and driven by investments in personal health. 505Design is teaming with Cambridge Healthcare Properties to develop the vision of OneC1ty as a world-class, urban-infill project centered on healthcare, technology, longevity, and quality of life.

Sketchup studies of office building and elevated plaza within site context. Photo credit: 505Design Inc.

Ariel rendering. Photo credit: 505Design Inc.

PROFESSIONAL WORK 25

M E N L O PA R K SEPT 2014 - SEPT 2015 / 505DESIGN INC. TYPE LOCATION

RETAIL EDISON, NEW JERSEY

PROGRAM AUTOCAD ADOBE CREATIVE SUITE

ROLE

TEAM LEADER Coordinated vision - design development for an interior mall re-model with minor exterior alterations. Communicated with client and consultants to select materials, furnishings, and graphics.

Original images with photoshop rendering of proposed facade / concourse alterations. Photo credit: 505Design Inc.

B O U L D E R F O O D PA R K JUNE 2015 - AUG 2015 / 505DESIGN, INC. TYPE LOCATION

TAPHOUSE, OUTDOOR PARK BOULDER, CO

PROGRAM

ADOBE CREATIVE SUITE

ROLE:

TEAM LEADER Lead a group of architectural, interior, and graphic designers through creative sessions with the client to create a vision package for a local, innovative project. Vision imagery

food. drink. community. A place to SHARE, reminisce, & tell stories of your adventures. A park to GATHER, relax, and PLAY. A Boulder hub for LOCAL interaction. The Boulder Food Park celebrates everything that makes Boulder the mindful, active, and social community we all know and love.

Refuel after a grueling Flatiron climb, an afternoon Refuel after a grueling hike amongst friends, orFlatiron climb, an afternoon an evening cruiser ride hike amongst friends, or an evening cruiser ride around town. Refuel around after town.a grueling Flatiron climb, an afternoon Boulder Food Park will be hostBoulder to amongst hike or to Food Parkfriends, will be host the best food trucks in Colorado; an evening cruiser ride the best food trucks in Colorado; bringing some of the most bringing some of the most around town. delicious and sought after dishes

delicious and sought after dishes to the Boulder community. Boulder Food Park will be host to Site plan to the Boulder community. the best food trucks in Colorado; Refuel after a grueling Flatiron climb, an afternoon hike amongst friends, or an evening cruiser ride around town. Boulder Food Park will be host to the best food trucks in Colorado; bringing some of the most delicious and sought after dishes to the Boulder community.

bringing some of the most delicious and sought after dishes to the Boulder community.

Reflect outdoors as the sun sets over the front range with the newest microbrew in hand, games at your feet, and good company by your side.

Relate to your community by attending local events O U LD ER and participating inBgroup meetups.

CASUAL GROUP SEATING

BFP WILL PROMOTE AND PARTICIPATE IN LOCAL COMMUNITY EVENTS

FO O D PA RK

Project Vision

VISIONING DESIGN PACKAGE

CRAFT BEERS

B O U LD ER FO O D PA RK

VISIONING DESIGN PACKAGE

Boulder Food Park will foster opportunities for the people of Boulder to connect over shared interests and local VISIONING initiatives; DESIGN Project Vision B O U LD ER FO O D PA RK 28 AUG 2015 | 2 VISIONING DESIGN PACKAGE creating new relationships and

Logo studies. Credit: 505Design Inc. OUTDOOR GAMES A MEETING PLACE FOR STARTUPS

PACKAGE

Project Vision

28 AUG 2015

Project Vision

ADDITIONAL SKETCHES

THANK YOU. SARAH DEWS SCDEWS@GMAIL.COM WWW.ISSUU.COM/SARAHDEWS