Joshua Patterson Architecture Portfolio

Joshua Patterson | Architectural Portfolio

Contents

Graduate Student Work

Sketches

Professional Work

Independent Work

Undergraduate Work

Lakeview Transit Connector

60

01

Urban Visions

European Study Tour

Examples of Work

Private Residence

Community Outreach Clinic

Interfaith Center

Monroe Town Center Workshop

Urban Market

Sit | Set

Horizons for the Blind

30-31

34-35

04-11

12-13

14-21

22-27

34-39

44-49

50-53

54-57

03

Graduate Student Work

Transit Connector

04-11

12-13

14-21

22-27

Community Outreach Clinic

Monroe Town Center Workshop

Sit | Set

06 | Joshua Patterson Architectural Portfolio

Communtiy Outreach Clinic | Fall 2013


Graduate Student Work | 05

The objective of this studio was to develop a prototype for a given program [medical clinic] that could be used in developing countries. Factors that were to be incorporated into the design of this prototype were: use of available construction materials, natural daylighting, natural ventilation, and availability for future growth. Each given site had an existing building [church] located on it.

Time frame 14 weeksType Medical ClinicInstructor Prof Jae ChaLocation Urubo, BoliviaSetting Rural Local population 10,000

The village of Urubo is located directly across the Pirai River from the city of Santa Cruz. The surrounding region outside of Santa Cruz is very poor, thus lacking proper infrastructure and services for its residents. The immediate site is located directly adjacent to a church and off of a heavily traveled road.

The concept of growth as pertaining to this project is partly taken from the urban growth of the nearby city of Santa Cruz. Just as Santa Cruz has grown outward from within, the clinic will grow outward from the church.The clinic will grow on the successes of the church that have already impacted the community. The following Bible verses were used as inspiration:

The body is a unit, though it is made up of many parts; and through all of its parts are many, they form one body. So it is with Christ.1 Corinthians 12:12

Also a magnitude gathered from the surrounding cities to Jerusalem, bringing sick people and those who were tormented by unclean spirits, and they were all healed.Acts 5:16

Worship the LORD your God, and His blessing will be on your food and water. I will take away sickness from among you.Exodus 23:25

Project Description

Overview Location

Existing Condions

Site Concept Building Concept

Continent

South

West

Country Region Neighborhood Site

Site Analysis

Design Approach

continuing care

recovery

prayer

hygiene

storage

storageexam

operateoperate

church

south

west

3pm

3pm

9am

9am

equinox

12pm

12pm

winter solstice

summer solstice

south

west

3pm 9am12pm

Climate Analysis Climate Response Site Response

Solar Solar Views

Wind Wind Access

Rainfall Rainfall Vegetation

5%10%

15%20%

25%

Jan Feb Mar Apr May Jun Jul Aug Sept Oct Nov Dec

0

Average Rainfall (mm)

100

200

300

south

west

3pm

3pm

3pm

9am

9am

9am

12pm

12pm

12pm

equinox

winter solstice

summer solstice

south elevation

west elevation

south

west

south elevation

west elevation

south

west


Existing Church

Exam

MedicalStorage

Storage

Prayer

RecoveryWelcome

Restrooms

Urgent Care

Operating

Garden

Program Floor Plan

Exam282 ft2

MedicalStorage176 ft2

Storage183 ft2

Prayer180 ft2

Recovery287 ft2

Welcome188 ft2

Restrooms183 ft2

Urgent Care408 ft2

Operating178 ft2

Garden259 ft2


Utility Modual

Medical Module

Open Module

June 21

June 21

June 21

December 21

December 21

December 21



North Aerial South Elevation

Prayer GardenWest Elevation

Sit-Set| Fall 2013



Time frame 6 weeksInstructor Prof Allan Frost

The driving concept of this project was “strength of many” More precisely, I was interested in constructing an object that was heavy in nature [wood] to be supported by something weak in nature [accrylic]. While one strand of accrylic could not bear the weight of the table, many strands together could support the weight.

Overview

Design Approach

Lakeview Transit Connector | Spring 2014



Given the continued rise in the use of public transportation in American cities, the need for enhanced connections between modes of transit is needed. This is especially true in Chicago where the current rail systems [CTA L - metro rail and Metra - suburban commuter rail] are aligned in a “spoked system.” Because of this, transit users are required to ride to the city center [the loop] in order to transfer to other areas of the city. This project aims to act as a transit connector between several modes of transit: Metra UPN Line [Kenosha - Chicago], CTA Brown Line[north side neighborhoods - Chicago Loop], and the Future CTA Ashland BRT [north-south rapid bus route on Ashland Ave] while also creating a public space in the unused area underneath the elevated CTA L tracks.

Time frame 12 weeksType Multi-useInstructor Prof Ian HoffmanLocation Chicago, ILSetting Urban Local population 2,695,598

The transit connector is located underneath and along a portion of the CTA Brown Line from N Ravenswood Ave to Ashland Ave and continuing on as another portion designed by a fellow student. The main vehicular thoroughfare is Lincoln Ave, which runs in a diagonal direction creating a six - way intersection with W Roscoe St and N Paulina St. While the Lincoln Ave corridor is made up of mostly 3+ story multi-use buildings, the surrounding area is mostly single family residential homes.

The design strategies applied in the transit connector were done so to allow for the space to become more than a connector from point a to point b. Street level access points and a cafe were put into the program to encourage use outside of transit use. The walkways under the elevated tracks are wrapped in a shell to both shield sound and debris from above trains while also creating a unique spatial feature.

Project Description

Overview Location

Concept

Existing Site Conditions

Site Analysis

Design Approach


Transit Analysis

Existing Divvy Bike Sharing System

Existing Roadway System

Existing Rail Transfers Future Ashland Bus Rapid Transit [BRT]

Existing Metra Commuter Rail Existing CTA “L” Rail System

Proposed New Connectivity

Existing CTA Bus System

Activity Study


Current Conditions [CTA Paulina Brown Line Station] Proposed Metra UPN and Ashland BRT Stations

New Combined ActivityPedestrian Foot Traffic


Walkway Plan

1. Metra Station 2. CTA Access Ramp 3. Seating Area 4. Cafe 5. CTA Station House 6. CTA Platform [Above]

Program

1 1

2

2

3

4

5

62

26

Metra Station Walkway

CTA Brown Line StationBi-Level Walkway

Sections


Monroe Town Center Workshop | Summer 2013



Portions of the town center of Monroe, Wisconsin were selected as areas for development. Having a population of approximately 10,000 residents, Monroe’s town center is focused around a large courthouse square which sits in the direct center of town. The ultimate goal of this project was to build upon the elements that have allowed the town center of Monroe to be successful. These include: walkability, use of public space in the courthouse square, locality of retail, commercial, and public services within the square, and available housing in close proximity to the square.

Time frame 5 weeksType Urban PlanningInstructor Dr Christopher MillerLocation Monroe, WISetting Rural Local Population 10,000

For my focus, the area in and around Spring Square was chosen. Located at the corner of 16th Ave and 12th St, the actual square is currently used as a parking lot. The square sits across the street from an empty and mostly unused lot to the west and a popular local eatery to the south.

A masterplan was developed which included changes that would occur within 3 months, 2-5 years, 10 years, 25 years, and 50 years. The major changes and developments include a multi-use building to house a grocery store, a row of retail / commercial space lining 16th Ave, rowhouses along 13th St to the south, an outdoor beer garden addition to the local eatery, and a parking garage.

Project Description

Overview Site Plan

Area of Focus

Design Approach

Context

9th Street

N

10th Street

11th Street

12th Street

13th Street

12th Avenue

13th Avenue

14th Avenue

15th Avenue

16th Avenue

17th Avenue

18th Avenue

19th Avenue

20th Avenue

21st Avenue


9th Street

N

10th Street

11th Street

12th Street

13th Street

12th Avenue

13th Avenue

14th Avenue

15th Avenue

16th Avenue

17th Avenue

18th Avenue

19th Avenue

20th Avenue

21st Avenue

9th Street

10th Street

11th Street

12th Street

13th Street

12th Avenue

13th Avenue

14th Avenue

15th Avenue

16th Avenue

17th Avenue

18th Avenue

19th Avenue

20th Avenue

21st Avenue

N

9th Street

10th Street

11th Street

12th Street

13th Street

12th Avenue

13th Avenue

14th Avenue

15th Avenue

16th Avenue

17th Avenue

18th Avenue

19th Avenue

20th Avenue

21st Avenue

N

Masterplan | Existing

Masterplan | 3 Month

Masterplan | 2-5 Year


9th Street

10th Street

11th Street

12th Street

13th Street

12th Avenue

13th Avenue

14th Avenue

15th Avenue

16th Avenue

17th Avenue

18th Avenue

19th Avenue

20th Avenue

21st Avenue

N

9th Street

10th Street

11th Street

12th Street

13th Street

12th Avenue

13th Avenue

14th Avenue

15th Avenue

16th Avenue

17th Avenue

18th Avenue

19th Avenue

20th Avenue

21st Avenue

N

9th Street

10th Street

11th Street

12th Street

13th Street

12th Avenue

13th Avenue

14th Avenue

15th Avenue

16th Avenue

17th Avenue

18th Avenue

19th Avenue

20th Avenue

21st Avenue

N

Masterplan | 10 Year




Current Conditions

2-5 Years 3 Months

3 Month Phase - Tree plantings will occur along the street

2-5 Year Phase - The construction of a multi-use building on the site of the current parking lot. The building will house a grocery store on the main level with residential units above.

An outdoor beer garden will be added to the restaurant located across the street from Spring Square

10 Year Phase - Row of multi-use buildings along 16th Ave and 12th St. These will include retail and commercial spaces on the main level with residential units located above.

25 Year Phase - Row houses will line a portion of 13th St.

50 Year Phase - A parking structure will be constructed behind the multi-use buildings along 16th Ave.

A Commercial building will be constructed behind the outdoor beer garden and row houses.

Spring Square


Current Conditions

2-5 Years 10 Years

3 Months

29

Professional Work

30-31Design Collaborative | Fort Wayne, IN

Professional Work | August 2012 - June 2013


Professional Work | 31

Southern Wesleyan Dormitory The Monsignor John Kuzmich Life Center

Brotherhood Mutal HeadquartersHillsdale College Athletic Center

33

Independent Work34-35Private Residence | Fort Wayne, IN

Private Residence | Fort Wayne, IN


House Fin. Flr.100' - 0"

Loft Fin. Flr.110' - 0"

Dormer Roof BRG.117' - 0"

2

12

8

12

2

12

8

12

1 x 12 COMPOSITE TRIM FRIEZE BOARD

1/2" x 1/2" FYPON BRACKETS

1 x 8 COMPOSITE TRIM, RAKEBOARD

ROWLOCK BRICK SILL STONE PIER

BRICK FOUNDATION

6" 6"

2' - 0

"

1' - 5 15/16"

VINYL SIDING

6' - 6

"

VERTICLE VINYL SIDING

STANDING SEAM METALROOF AT DORMER (TYP.)

COMPOSITETRIM TAPEREDCOLUMN WRAP

2' - 0

"

LIMESTONE SILL (TYP.) FACE BRICK THIN SET STONEVENEER

BRACKETS ONFACE OF GARAGEBELOW AWNINGROOF (TYP. OF 4)

2' - 6"COMPOSITE TRIM

BEAD BDSOFFIT BELOW

60 MIL MEMB. FLATROOF 1/4" IN 12"SLOPE TO EAST

5 1/2" VINYLBASE TRIM (TYP.)

CONTINUOUS RIDGE VENT

ASPHALT SHINGLES

1x4 COMPOSITETRIM

1x8 COMPOSITETRIM

BRICK

GRADE

8x8 O.H. DOOR

1' - 0"

Garage Fin. Flr.98' - 0"

Bonus Fin. Flr.109' - 0"

OVERHANG AT RAKE ENDS (TYP.)

1' - 6" 1' - 6"

SLOPED SOFFITPANEL, THIS

LOCATION

SOFFIT PANELPARALLEL W/FLOOR (TYP.)



1' - 9 7/16"

1' - 6"

6" 6"

1' - 6"

CONTINUOS RIDGE VENT

STANDING SEAM METAL

CONTINUOS RIDGE VENT

ROOF VENT

6' - 4

"

BRACKETS

6" 6"

1x2 COMPOSITETRIM AT SILL (TYP.)

TEMPERED GLASS INBATHROOM WINDOW


Grade98' - 0"

Top of Deck109' - 0"


1' - 6" TYP.

8

12

2

12

ATTIC ATTIC

CLOSETBEDROOM MASTER BATH

R-19 BATTINSULATION

KNEE WALLSUPPORT

2x8 ROOF RAFTERS (TYP.)

2x8 CEILING JOIST (TYP.)


Grade98' - 0"



LVL FRAMING BEAM (TYP.)

LVL FRAMING BEAM (TYP.)

1' - 8 1/2" 3' - 6" 2' - 3 1/2"

3' - 6

"

TV - COORDINATE ELECTAND COMMUNICATIONROUGH IN LOCATIONS

2x8 60" LONG SOLIDCHERRY MANTLE

42" DIRECT VENTFIREPLACE

12" x 12" TILE

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Exterior Elevations

SCALE: 1/4" = 1'-0"2 Southwest Elevation

SCALE: 1/4" = 1'-0"1 Southeast Elevation

SCALE: 1/4" = 1'-0"4 House Section BSCALE: 1/4" = 1'-0"3 House Section A

Independent Work | 35

The work for this project involved creating a three dimensional BIM model of a proposed residential project. The result of the BIM model was a full set of construction drawings that included a site plan, floor plans, elevations, sections, and mechanical and electrical drawings as well as construction notes and specifications. During the process of work there was constant communication and collaboration with the owner / architect.

Overview



1x6 COMPOSITETRIM AT BOTTOMOF VINYL SIDING

BRICK LIMESTONE SILL

6' - 8

"

2

12

7.96

12



1' - 6"

BRACKETS

1' - 0"TYP.

ROOF VENT (TYP.)

RIDGE VENT

RIDGE VENT

RIDGE VENT

RIDGE VENT1' - 6"

6"6"

1' - 0"1' - 0"

Dormer Roof Bearing115' - 8"





1' - 0

"11

' - 0"

CORNER TRIM

1x6 COMPOSITETRIM AT BASE ODVINYL SIDING

BRICK WITHLIMESTONE CAP

1x12COMPOSITETRIM

ALUM. WRAPED FASCIAAND RAKE TRIM

COMPOSITETRIM COLUMNWRAP, TAPERED

DOUBLE SLIDING DOOR4" GLASS TRIM6" HEAD TRIM

VINYL GABLE END LOUVER (TYP.)

7' - 0

"

BRICK ROWLOCK SILL

BRICK SOLDIER HEADER

1' - 6"

RIDGE VENT 1' - 6"

1' - 0"

1' - 6"

1x4 COMPOSITEJAMB TRIM AND1x6 HEAD TRIM

2

12

8

12

1' - 0"

1' - 6"

Roof Bearing Low

Library Roof Bearing112' - 0"

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Exterior ElevationsSCALE: 1/4" = 1'-0"1 Northwest Elevation

SCALE: 1/4" = 1'-0"2 Northeast Elevation


Grade98' - 0"

AT MASTER BEDROOM ONLY 2x10RAFTERS AT CATHEDRAL CEILING W/ 2"ADDITIONAL NOTCH AT WALL BRG. TOMATCH TOP SURFACE OF ADJACENT2x8 RAFTERS. CUT DOWN RAFTERENDS AT SOFFIT TO MATCH 2x8

1' - 6"3".

2X BLOCKING BETWEENSTUDS AT MASTER

BEDROOM ONLY


Grade98' - 0"

Joist Bearing @ 10'110' - 0"


FINAL GRADE

2" RIGID BD INSUL

FACE BRICK W/ TIES AT 16" O.C.

LIMESTONE SILL

1 1/2" 1/2" ANCHOR BOLTS AT 96" O.C.IMBEDDED INTO CONC. 8" MIN.

2' - 11 15/16"

2" FOUNDATION INSULATIONFULL DEPTH OF FOOTING

8

12

2

12

KITCHEN

LOFT

SUB-GRADE

COMPACTED ENGINEEREDFILL TO 90% PRECTOR

HIGH DENSITY 2" RIGID BD INSUL. UNDER SLAB

#5 VERTICAL BAR AT 48" O.C. TURNED INTO FLOOR SLAB TYP.

2 x 4 INFILL FRAMING AT 16" O.C.

FILL END OF FRAMING W/ BATT WITH 2 x 4 AT PERIMETER

VINYL SIDING


VINYL SOFFIT VENTED, FOLLOWSLOPE OF RAFTERS

2 x 8 SUB FASCIA WRAPPED W/METAL

Library Roof Bearing112' - 0"

8" 6"

1x6 COMPOSITE TRIM

VINYL SIDING 5" DUTCH LAP

1' - 6"

3'.


Grade98' - 0"


8

12

2

12

ATTIC VENTILATION BAFFELS

R-25 BATT INSULATION

2 x 10 RAFTERS AT 16" O.C.

LLV. BEAM, REFER TOPLAN FOR LOCATION

2 x 8 RAFTERS AT 16" O.C.

117' - 0 1/8"

2' - 11 15/16" 1' - 6"

8" 6 1/2"

3".

1' - 6"

1 1/2"

FAMILY ROOM



Porch Slab99' - 6"

9 1/2" 9 1/2"

1' - 0"

SIDEWALK BEYOND

CONC. STEPSBEYOND

2' - 0

"

2' - 0"

CULTURED STONEVENEER

LIMESTONE SILL,MITER AT CORNERS

8

12

2x8 ROOF RAFTERSAT 16" O.C.

60 MIL EPDM ADHERED MEMBRANE ROOFING

1/2" OSB ROOF DECK

2x12 BLOCKING AT 40" O.C.

CONTINUOUS 2x12 ROOF RAFTERS AT 16" O.C. BUILD UPTOP WITH FURRING TO PROVIDE POSITIVE DRAINAGETOWARD BACK YARD 1/4" / 12"

VINYL SOFFIT PANELS, BEADED

1x4 COMPOSITE TRIM

1x COMPOSITE TAPERED COLUMN

4x4 POST, TYPICAL

6"

DOUBLE 2x12 BOLTEDTHRU 4x4 CORNERPOST. PROVIDEBLOCKING BETWEENAT 16" O.C.

2x8 CEILING JOIST

VINYL SOFFIT PANELS, BEADED

Grade98' - 0"

2' - 0

"8"

8

12

7/16" OSB SHEATHING

2 x 6 STUD WALL W/TRTD SOLE PLATE

LIMESTONE SILL

BRICK W/ TIES AT 16"O.C.

THIN SET STONE VENEERAPPROX 2 1/2" THICK W/BASE MORTAR BED

VINYL SOFFIT,

12" CONC. WALL FOOTING W/2 # 4 BARS TOP AND BOTTOM

2" RIGID BD INSULATION

4" CONC. SLAB W/ 6x6, 1.0 x 1.0 WWF ON 4" MIN COMPACTED FILL

1/2" ANCHOR BOLTS AT 8'-0" O.C.IMBEDDED IN CONC. 8" TYP.

GARAGE

BONUS ROOM

2

12

2 x 8 SUB FACIA, WRAP W/ METAL

Floor Framing BRG108' - 2 11/16"

2 x 4 INFILL FRAMING AT 16" O.C.

12" I-JOIST AT 16" O.C. W/3/4" OSB SUBFLOOR

LLV. BEAM FLUSH AT TOP, SEEPLAN FOR LOCATION

1 1/2" GYP CRETE TOPPING

DOUBLE BOTTOM PLATE,BOTTOM PLATE TREATED

1/2" GYP BD/ FINISH BY ALTERNATE ADD.


2 x 8 ROOF RAFTER AT 16" O.C.W/ 7/16" OSB SHEATHING.

ASPHALT SHINGLES


1/2" SPRAY FOAM URETHANE INSULATION,TYPICAL AT ALL EXTERIOR WALLS

2 x 6 STUD WALL FRAMING AT 16" O.C. W/7/16" OSB SHEATHING.

VINYL SIDING

Dormer Roof BRG115' - 10"

VINYL SOFFIT, VENTED, FOLLOW SLOPE OF RAFTER

METAL FASCIA WRAP

2 x 8 SUB FASCIA

2 x 8 ROOF RAFTER AT 16" O.C., CUT ENDS ATEAVE TO ALLOW SOFFIT TO RECESS

METAL ROOFING, AT DORMERS, OVER BUILDINGPAPER AND 1/2" OSB SHEATHING

BRICK LEDGE

4 1/2"7 1/2"

1"



1' - 0"

#4 VERTICAL AT 48" O.C.

3' - 2" 1' - 6"

INSULATION BAFFELSENSURE DORMER AREAMAINTAINS 2" VENTILATION

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A6

Wall Sections

SCALE: 3/4" = 1'-0"1 Master Bedroom

SCALE: 3/4" = 1'-0"2 KitchenSCALE: 3/4" = 1'-0"3 Family Room

SCALE: 3/4" = 1'-0"4 Porch

SCALE: 3/4" = 1'-0"5 Garage

SEE SECTION 5 FORADDITIONAL AND TYPICALNOTES, MATERIALS, SYSTEMS

UP

UP

20' - 0"

2' - 0" 12' - 0" 6' - 0"

6' - 6

"5'

- 2 1/

2"2'

- 1"

3' - 0

"18

' - 0"

18' .-

0"3'

- 0"

2' - 0" 12' - 0" 6' - 0"

A32

10' -

11"

6' - 6

1/2"

6' - 0" 16' - 0" 6' - 0"

1A6

4A4

4A4

3A4

2A6

3A6

4A6

5A6

ATTIC

ATTIC

OPEN TO BELOW

OPEN TO BELOWOPEN TO BELOW

LOFT

BONUS ROOM

20' - 0"

OPEN TO BELOW

6' - 0

"30

' - 0 1

/16"

ATTIC

ATTIC

28' - 0"

6' - 0" 16' - 0" 6' - 0"

8' - 0" 8' - 0"

3' - 9

"26

' - 0 1

/2"

3' - 9

"8'

- 0 1/

2"12

' - 0"

6' - 0

"

6' - 0

"6'

- 0"

8' - 0" 9' - 0"

7' - 8 1/2" 3' - 6"

41

41

41

41

1' - 4"

38

2'-8"

41

40

41

6' - 0" 6' - 0"

41

41

35

SLO

PESL

OPE

SLOPE

37

1' - 0"

3' - 6

"

38

41

CAT

HED

RAL

CEI

LIN

G

CAT

HED

RAL

CEI

LIN

G

LVL FRAMMINGBEAM (ABOVE)

LVL FRAMMINGBEAM (ABOVE)

3'-0"

41

41

41

40

LVL

FRAM

MIN

G B

EAM

(ABO

VE)

LVL

FRAM

MIN

G B

EAM

(ABO

VE)

UNFINISHED(NO DRYWALL /FINISHES / HEATINGROUGHED IN / ELECT.ROUGHED IN)

37

6' - 0"

60 MIL EPDM ROOF MEMBRANESYSTEM OVER 3/4" PLYWOOD AND2x FRAMING SPANNING BETWEENHEADERS ON HOUSE AND GARAGE,USE 2x OF VARYING THICKNESSCREATING A 1/4" / FT SLOPEPERPENDICULAR TO 2x FRAMING

AW321

ASW

20"

x36"

W/ A

SD -

TW31

0 - A

SW 2

0"x3

6" W

/ ASD

6' - 0" 6' - 0"

AW321

ASW 20"x36" W/ ASD - TW310 - ASW 20"x36" W/ ASD

AW32

1

4A4

6' - 0" 8' - 0" 8' - 0" 8' - 0" 5' - 10 5/8"

AN 231 AN 231 AN 231 AN 231

WINDOW SUPPLIER NOTE:• THIS WALL IS 2x4 NOT 2x6• ALL 8 UNITS TO HAVE AUTOMATIC CONTROLS

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A3

Floor Plan - Loft

SCALE: 1/4" = 1'-0"1 02 Loft

SCALE: 1/4" = 1'-0"2 Partial Plan - Clerestory Windows

GENERAL CONSTRUCTION NOTES

1 DIMENSIONING IS FROM FACE OF DRYWALL TO FACE OF DRYWALLINSIDE AND FACE OF SHEATHING ON EXTERIOR. ALL CEILING HEIGHTSARE MESURED FROM TOP OF SLAB TO THE BOTTOM FACE OF THEFINISH MATERIAL

2 PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL PARTITIONSWITH PLUMBING FIXTURES AND ANY WALLS ADJACENT TO WETLOCATIONS

3 PROVIDE IN WALL BLOCKING AS NECESSARY FOR SUPPORT OF ALLWALL MOUNTED OBJECTS

4 ALL EXTERIOR WALLS TO BE 2X6 STUD5 ALL INTERIOR WALLS, EXCEPT WHERE INDICATED, SHALL BE 2X4

FRAMING

NORTH

NORTH

KEYNOTES - FLOORPLAN

1 CLOSET ROD AND SHELF BY FINISH CARPENTER, SHELF TO BE 3/4" PLYWOOD W/ SOLID FRONT EDGEAPPLIED

2 CLOSET CABINETS, RODS, DIVIDERS, DRAWINGS ETC BY OWNER3 20" X 42" X 5' DEEP CABINET RECESSED IN WALL CENTERED ABOVE SINKS. (BOTTOM AT 42" AFF) DOOR TO

BE CHERRY FRAME W/ MIRROR PANEL BY CABINET CONTRACT4 72" X 42" OVAL JET TUB, PUMP LEFT END MOUNTED, PLUMBING CONTRACTOR TO SET IN GROUT.5 FLUSH ACCESS PANEL IN WALL, COORD SIZE W/ PLUMBING CONTR. BY FINISH CARPENTER6 LINE OF BULKHEAD / CEILING AT 9'-0" AFF7 14" TRANSOME PANEL ABOVE DOOR, CENTER HORIZ. PIVOT HINGE. 2" HIGH SASH PROFILE, STYLE AND

RAIL PANEL W/ 1/4" GLASS PANEL. BY FINISH CARPENTER8 36" VANITY CABINET PURCHASED W/ PLUMBING FIXTURE ALLOWANCE9 3'-0" WIDE X 10'-0" HIGH X 8" AND 12" DEEP BOOKSHELVES W/ 9 ADJUSTABLE SHELVES ON 1/4" DIA. PEG

SUPPORTS. SPACE HOLES AT 1" O.C. VERTICALLY. CHERRY FACE AND BIRCH PLYWOOD SHELVES, SEEELEVATION. BY CABINET CONTRACT

10 PAINTED PLYWOOD WINDOW SEAT W/ HINGED SEAT ACCESSING STORAGE UNDERNEATH, BY FINISHCARPENTER

11 CULTURED STONE VENEER, SEE INTERIOR ELEVATION12 CHERRY MANTEL, BY FINISH CARPENTER, SEE ELEVATION13 COLUMNS W/ STONE BASE, STONE TRIM CAP AND TAPERED COMPOSITE WOOD MATERIAL (AZEK), SEE

ELEVATION14 PANTRY CABINETS AND SHELVES, SEE ELEVATION, BY CABINET CONTRACT15 LAUNDRY CABINETS BY CABINET CONTRACT16 1/2" TEMPERED GLASS SHOWER ENCLOSURE AND DOOR BY OWNER17 CERAMIC WALL TILE FULL HT. IN SHOWER AREA18 JET TUB DECK AND STEP COVERED W/ CEMENT BACKER BD19 LINE OF LOFT ABOVE20 LINE OF STONE CAP AND BRICK FOUNDATION WALL BELOW21 FINISH INTERIOR OF GARAGE W/ DRYWALL22 FINISH INTERIOR OF SHOP W/ 1/2" OSB, BY OWNER, 8 INCH23 1/4" PEG BOARD THIS WALL ON 1x FURRING OVER DRYWALL24 SET FLOOR DRAINS IN GARAGE SLAB 2" LOW TO PROVIDE POSITIVE DRAINAGE25 3'-0" FRONT DOOR W/ DUAL 14" SIDELIGHTS PROVIDED BY OWNER INSTALLED BY FINISH CONTRACTOR.26 4' WIDE 4" CONC. SLAB W/ 6" x 6" - 1.0 x 1.0 WWM REINF. CONC APRON SLOPE 1/4" PT. AWAY FROM GARAGE

FULL WIDTH OF GARAGE EXTEND TO WALK TO EAST27 LOCATION OF 3/4" WATER LINE FROM HOUSE INTO INSUL. STUD WALL CAVITY28 LOCATION OF 2" UNDERGROUND PVC ELECT. CONDUIT FOR COMMUNICATIONS ________29 LOCATION OF 2" UNDERGROUND PVC ELECT. CONDUIT FOR ELECT. SERVICE FEEDER.31 LOW WALL TO 42" TILE BOTH SIDES AND END. GLASS SHOWER ENCLOSURE SITS ON TOP OF WALL32 (2) SOLID SURFACE SHELVES 2" THICK BY CABINET CONTRACT ATTACHED TO LOW WALL. HEIGHTS AS

DETERMINED BY OWNER33 DOUBLE STUD WALL TO RECESS ENTERTAINMENT CENTER34 ENTERTAINMENT CENTER, BY OWNER35 ROOF SADLE OVER BUILD36 VINYL BEAD BOARD SOFFIT37 36" HIGH WALL WITH DRYWALL BOTH SIDES AND SOLID CHERRY WALL CAP W/ 1x2 TRIM BELOW CASING38 WOOD AND GLASS RAIL39 TUB UNIT TO BE SET BY THE PLUMBING CONTRACTOR AND SET IN A FULL BED OF GROUT40 INSULATED METAL EXTERIOR DOOR, CASING TO MATCH INTERIOR WHERE LOCATED INSIDE AND

EXTERIOR TRIM WHEN IN AN EXTERIOR WALL41 INSULATED STUD WALL TO ATTIC42 FUTURE IUTDOOR FIREPLACE43 18" SEAT W/ CERAMIC TILE OVER 1/2" CEMENT BD. BY OWNER44 FLOOR DRAINS IN SHOWER RECESSED 1", DRAIN BY PLUMBING CONTRACTOR CAPABLE OF RECEIVING

MEMBRANE

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Undergraduate Work34-39

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Urban Visions

Interfaith Center

Urban Market

Horizons for the Blind

Urban Visions | Spring 2012


Undergraduate Work | 39

As unused land is becoming increasingly more difficult to find in urban areas, structures that span and share space with forms of infrastructure including highway and train lines will become more common. This project in particular utilizes space that is constructed over an IDOT highway and CTA rail line.

Time frame 12 weeksType Multi-useSize [with parking] 200,000 ft2

Instructor Prof Sean GallagherLocation Chicago, ILSetting Urban Local population 2,695,598

The site selected lies about one mile from the Chicago Loop on the Eisenhower Expressway [I-290]. There is easy access to the highway via Van Buren St, and Congress Parkway as well as access to the CTA Blue Line Racine Stop via Loomis Street and CTA Bus lines. The site lies near the UIC campus to the east and the medical district to the west.

There are two main points of entry for the building. Entry from the parking garage levels is located on the east side of both parking levels, while pedestrian, CTA, and drop-off entry is located off of Loomis Street. There is also a streetfront entry for the retail component located off of Loomis Street.

Project Description

Overview Site Plan

Site Analysis

Design Approach

Process

West Congress Parkway

West Van Buren Street

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I-290 Eisenhower Expressway

I-290 Eisenhower Expressway

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1. Retail 2. CTA Access 3. Office 4. Loading Dock 5. Restrooms 6. Breakout Room 7. Conference Room 8. Lecture Room 9. Food Prep 10. Rooftop Track 11. Storage 12. Mechanical 13. Fitness Center 14. Studio Apartment 15. One Bed Apartment 16. Two Bed Apartment

Program

Third Floor Plan- Conference

Fourth Floor Plan- Fitness and Mechanical 5th-7th Floor Plan- Office 8th-13th Floor Plan- Residential

Typical HVAC Layout

Typical Sprinkler Layout

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West Elevation East Section

Southeast AerialSouth Elevation

Interfaith Worship Center | Fall 2011



With the ever growing cost of operating and maintaining a building, the problem was presented to design a worship facility to be located in the greater Chicago metropolitan area that could be utilized by both the Christian and Jewish faiths. The facility would be designed in a series of two phases. Phase one would be centered around the worship experience while phase two would be centered around a community aspect.

Time frame 8 weeksType Religious/communitySize 50,000 ft2

Instructor Prof Thomas JaegerLocation Evanston, ILSetting Urban Local population 74,486

After a detailed study of the greater Chicago area, the conclusion was made to use the northern suburb of Evanston as the location for the proposed building. Evanston was chosen based on its high number of transit options including the CTA Purple Line, the Metra Union Pacific North Line, the CTA Bus System, and numerous bike and pedestrian routes. The site was also selected for its racial diversity which was perceived to be a possible advantage for a multi-faith facility.

The main entry for the building was designed to be very open and welcoming to the community. This was done through the use of a large glass entryway and took advantage of its location on a prominent street corner. Upon entering, one was met with a sequence of spaces located off of a large atrium space. These sequence of spaces were meant to signify the important aspects of the building that included a sanctuary for worship, an outdoor courtyard for self reflection, and a gymnasium for community growth. Altogether, the facility strives to help strengthen the community.

Project Description

Overview Urban Analysis Site Plan

Site Analysis

Design Approach

Process

Main Street

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1. Foyer 2. Worship Space 3. Auxiliary 4. Administration 5. Childcare 6. Courtyard 7. Classroom 8. Kitchen 9. Gymnasium 10. Library 11. Mechanical

First Floor Plan Second Floor Plan

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North Section

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48| Joshua Patterson Architectural Portfolio

Entry Foyer Worship Space

Outdoor Courtyard Gymnasium

Urban Market | Spring 2011



Situated in the densely populated suburb of Chicago, the proposed public market would serve as a nice addition to the Oak Park community and would include space for an interior and exterior market as well as a community gathering and banquet space.

Time frame 8 weeksType Urban marketSize 30,000 ft2

Instructor Prof Ian HoffmanLocation Oak Park, ILSetting Urban Local population 51,878

The site for the proposed market is situated along Lake St. just west of Oak Park Ave. It is bordered on both sides by residential buildings while the public library and a small park are located across the street. With the location set in such a highly pedestrian used area, the thought was that the market could be used as a connector between the park and the other pedestrian areas.

The curved nature of the market was designed for the purpose of creating a connection to an ally located in the southeast corner of the building. This ally is a connector to many shops and other forms of retail while also connecting to a main thoroughfare and rail transit. The main structure of the market as well as the banquet room was designed to appear as if they were protruding out into the park. This was done in order to establish a stronger connection with the adjacent park.

Project Description

Overview Site Plan

Site Analysis

Design Approach

Process

Lake Street

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k Park A

ven

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1. Open Atrium 2. Restrooms 3. Administration 4. Interior Market 5. Storage/Loading 6. Maintenance 7. Event Room 8. Kitchen 9. Dining Area 10. Performance Stage 11. Mechanical 12. Exterior Market

Program

First Floor Plan Second Floor Plan


North Section

East Section

Horizons for the Blind | Fall 2010



Located just south of the heart of downtown Crystal Lake, IL and employing a large number of blind and non-sighted individuals, Horizons for the Blind was designed to house the offices and production spaces needed for the company that specializes in the printing of service bills and other such documents in braille form. Along with the production and administration needs, there also existed a vision to create a community-oriented aspect that would bring awareness to the work and vision of Horizons for the Blind.

Time frame 8 weeksType Office/communitySize 21,000 ft2

Instructor Prof Sean GallagherLocation Crystal Lake, ILSetting Suburban Local population 42,142

The site holds a very prominent location in downtown Crystal Lake. Because it sits on the major intersection of Crystal Lake Avenue and Williams Street, it is seen by numerous amounts of traffic every day. The site is also accessible by a Metra line and the Pace Bus service.

A large, multi-level atrium was designed in order to create an open space that could act as both an entrance/reception area as well as a buffer between the public and private spaces of the building. This element created a two-winged approach that held a majority of the production and administration functions to one wing of the building and the community spaces to the other. This was done to help with the circulation of the facility as well as to allow for minimal disturbance for employees while still having the capacity to allow members of the community to use the designated spaces.

Project Description

Overview Site Plan

Site Analysis

Design Approach

Process

Crystal Lake Avenue

Willi

ams S

treet

Brink S

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1. Open Atrium 2. Library 3. Production Area 4. Administration Office 5. Storage/Loading 6. Office Space 7. Kitchen/Cafeteria 8. Classroom 9. Lecture hall 10. Restrooms 11. Mechanical

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First Floor Plan

Basement Floor Plan South Section

Second Floor Plan

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Southeast Aerial Building Detail

Interior Atrium Reading Room

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Drawings and Sketches60European Study Tour

European Study Tour | Summer 2011


Joshua [email protected]

574.485.8635www.behance.net/joshuapatterson

Joshua Patterson Architecture Portfolio

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