michael hobgood architectural portfolio 2013

MICHAEL HOBGOOD 2013 ARCHITECTURE PORTFOLIO

NORTH CAROLINA STATE UNIVESITY

MICHAEL HOBGOODNorth Carolina State University

[ College of Design ] School of Architecture B. ARCH

[ Poole College of Management ] B.S. OF BUSINESS ADMINISTRATION, FINANCE

ADDRESS7410 BIG HORN DRIVE | HILLSBOROUGH NC

TEL[ 919 ] 724-7029

[email protected]

WEBSITEcargocollective.com/mhobgood

2013 ARCHITECTURE PORTFOLIO

NORTH CAROLINA STATE UNIVESITY

1 | 2

TABLE OF CONTENTS

GOWANUS COMMUNITY CENTER + CSOBROOKLYN, NY

JENKINS CRAFT CENTERFALLINGWATER PRESERVATION | MILL RUN, PA

REIMAGINING TALL CTBUH 2012 COMPETITION | CHICAGO, IL

US LACROSSE CENTERRESTORING THE HARBOR | BALTIMORE, MD

HOLESOVICE 2030URBAN PLAN | PRAGUE, CZ

LECA DE PALMEIRA VISITOR’S CENTERSIZA ADDITION | MATOSINHOS, PORTUGAL

BIKE SHELTER DESIGN + BUILD NCSU CAMPUS | RALEIGH, NC

GEORGETOWN MUSEUM PRECINCT STUDY + DESIGN | GEORGETOWN, DC

DETAILS + HAND DRAWINGS DETAIL DRAWINGS | RALEIGH, NC

0715

23

3139

43

47

51

5 | 6

57

Revit | Sketchup | Illustrator | Photoshop

GOWANUS COMMUNITY CENTER + CSOARC 502 COMPREHENSIVE STUDIO | FALL 2013Instructor: STALLINGS + RAND

The Gowanus Canal has an aged patina that is certainly worth preserving. Through modernity, we can embrace her beautiful past and engage a lively future for residents and visitors of the canal.

“Preservation requires innovation”-Alvaro Siza

*VIEW FROM CANAL WALK

ARC 502 COMPREHENSIVE STUDIO | FALL 2013Instructor: STALLINGS + RAND

7 | 8*VIEW FROM CANAL WALK

Revit | Sketchup | Illustrator | Photoshop

HIGH

LOW

The Gowanus Canal has an aged patina that is certainly worth preserving. Through modernity, we can embrace her beautiful past and engage a lively future for residents and visitors of the canal.

“Preservation requires innovation”-Alvaro Siza


3D WALL SECTION DETAIL

HIGH

LOW

9 | 10


AA | SECTION THROUGH GALLERY

WEST ELEVATION

3D WALL SECTION DETAIL

Preserving the character of the 200+ year-old canal is a top priority for members of the community. The canal’s Controlled Sewage Over�ow (CSO) tanks must be updated along with the dredging of the canal and replacement of contaminated soils. Many of the old buildings stand to be lost and new construction will eventually take their place. The community center + CSO and the integrated canal walk have a careful blend of industrial heritage and modern functionality and sustainability.

TERRACE POOL

EXISTING CONDITION

11 | 12

WEST ELEVATION

BIVINS STREET

LOBBY

GROUND PLAN

NORTH ELEVATION

13 | 14

LEVEL 2 LEVEL 2

AutoCAD | Revit | Sketchup | Illustrator | Photoshop

ARC 502 COMPREHENSIVE SPRING 2013Instructor: VINCENT PETRARCA

*VIEW FROM MEADOW

“In the long history of human and animal-kind, those who have learned to collaborate and improvise most effectively have prevailed”

_Charles Darwin

JENKINSCRAFTCENTER


*VIEW FROM MEADOW

“In the long history of human and animal-kind, those who have learned to collaborate and improvise most effectively have prevailed”

_Charles Darwin

15 | 16

AutoCAD | Revit | Sketchup | Illustrator | Photoshop


ENTRY


15 | 16

17 | 18

3/8” CHUNK MODEL

1/16” MODEL IN CONTEXT

ENTRY

MEDIA LABENTRY LEVEL

LOWER LEVEL

17 | 18

19 | 20

1/16” MODEL IN CONTEXT

PAINTING STUDIO

MEDIA LAB

GALLERY

19 | 20

21 | 22

HOW WOULD YOU BUILD

THE WORLD’STALLEST SKYSCRAPER?

AutoCAD 3D | Rhino | Sketchup | Illustrator | Photoshop

ARC 402 VERTICAL STUDIOSPRING 2012Instructor: WAYNE PLACE

Chicago’s Wolf Point peninsula is one of the few remaining prominent unde-veloped sites on the Magnificent Mile. The site is a peninsula located at the intersection of the North, South and Main Branches of the Chicago River and is adjacent to what was once the largest building in the city. If Chicago were to desire its first “megatall”, the following proposal would offer twelve times more leasable sq. ft. than the Willis Tower with appropriate lease spans and aesthetics for the Chicago market.


21 | 22

23 | 24


23 | 24

25 | 26

PLATE & CORE DIAGRAM

FORMAL THEORY

25 | 26

27 | 28

MAIN BUILDING COMPONENTS

HEIGHT TO ARCHITECTURAL TOP

TYPICAL ATRIUMEXISTING SITE AERIAL

27 | 28

29 | 30

PROGRAM

USLACROSSECENTER

ArchiCAD | Revit | 3DS Max | Illustrator | Photoshop

ARC 302 SPRING 2011Instructor: Jianxin Hu


*VIEW FROM DOCK

29 | 30

31 | 32

ArchiCAD | Revit | 3DS Max | Illustrator | Photoshop


3RD FLOOR

2ND FLOOR

GROUND FLOOR


31 | 32

33 | 34TYPICAL SECTION DETAIL

40' 40' 40' 40'

SECTION A-A

35 | 36NORTH ELEVATION

AERIAL + PROPOSED FUTURE DEVELOPMENT

HVAC DIAGRAMS

37 | 38

CZECH REPUBLIC

HOLESOVICE2030


ARC 303FALL 2011Instructor: WAYNE PLACE


39 | 40


41 | 42

LECA DE PALMEIRA

VISITOR’SCENTER

AutoCAD 3D | Basswood | Cardboard | Sketchup

ARC 202SPRING 2009Instructor: EPI PAZIENZA


41 | 42

43 | 44

AutoCAD 3D | Basswood | Cardboard | Sketchup



45 | 46

VIEW FROM BROOKS | 47 | 48

VIEW FROM BROOKS | 47 | 48

49 | 50

[Partners] David Benson | Sara Marley | Tyler Shannon | Mia Mulic | Scott Nelsen | Matt Kelly | Ethan Sitver

GEORGETOWN URBAN STUDY

+ MUSEUM OF THE CITY

Bloodwood | Basswood | Steel Ballast | Arches

ARC 202 SPRING 2009Instructor: SEAN VANCE

The precinct model was treated like a precious piece of hand-crafted furniture and uses rare Bloodwood’s distinct amber color to distinguish the structure of the streets which supports the urban fabric being studied. Basswood “build-ings” are constructed with varying gaps to represent estimated occupancy density and are physically and symolically supported by the street grid. The precinct’s grid is a response to the river and the canal, therefore these two critical site features act as the base which supports the rest of the precinct. The model is cantilevered over 70% with the use of embedded steel ballast that diagrams the location of water on the site.

49 | 50


51 | 52

Bloodwood | Basswood | Steel Ballast | Arches



51 | 52

53 | 54

ELEVATION

SECTION

53 | 54

55 | 56

55 | 56


RDU TERMINAL 2 CASE STUDY | 57 | 58

AutoCAD | Revit | Sketchup | Pencil | Arches


1

2

3

4

5

6

7

8

9

10

1

1

2

3

4 5

6

7

8

9

10

3”=1’ WALL SECTION

1 0.8mm aluminum covering roof sealing layer; 13mm oriented-strand board; 75mm two layer rigid foam thermal insulation; steel trapezoidal-section roof decking, 75mm thick

2 two-layer bituminous seal with mineral granules; 150mm polyurethane ther-mal insulation sealing layer; 90mm reinforced concrete on steel trapezoidal-section roof decking, 75mm thick

3 57/400/6mm channel glass; 24mm capilary insert PMMA, 57/400/6mm channel glass in 110mm aluminum frame

4 10mm perforated composite wood accoustic slab; 25mm glass-fiber thermal insulation, aluminum system

5 Projection screen 6 Laminated safety glass (2x9.5mm) etched internally 7 25mm galvanized steel grating, 100/100mm steel SHS frame

8 Ash parquet 25/100mm; black polyurethane coat on 90mm reinforced con-crete on trapezoidal-section decking, 75mm thick

9 3mm (approx.) spray-applied acoustic plaster; 12.5mm plasterboard, bent to shape; 25mm insulating mat, bent to shape; 35mm steel-section supporting structure

10 12.5mm plasterboard, painted; 12.5mm plywood; 12.5mm plasterboard; 92mm steel channel posts; vapor-retarding layer; 92 mm glass-fiber thermal in-sulation; 16mm plasterboard


1

2

3

4 5

6

7

ATKINSON MUSEUM CASE STUDY | 59 | 60

8

59 | 60

HAND DRAWINGS | 61 | 62

250’

260’

160’

120’

30’

400’

GROUND

250’

260’

160’

120’

30’

400’

GROUND

9

33’

100’

232’

326’

63’100’

130’

120

LEVEL 83

33’

100’

232’

326’

63’100’

130’

120

LEVEL 83SCHEMATIC DETAILS | 63 | 64

michael hobgood architectural portfolio 2013

Documents