Academic & Professional Architecture Portfolio

A RCHI T ECT UR E PORTFOLIO ER IC HOFMANN

“g o d i s in t h e detail. t h e details of a building reveal t h e arc hi t ec t behind i t . �

- mi es van der r ohe

TAB LE OF CON TEN TS A RCHITECTUR E PORTFOLIO

DRUG & ALCOHOL ADDICTION CENT ER w a s hin g to n , d c

SPIR IT OF PL ACE ini s h t u r k & b all yca s t l e , ire l a n d

DHS V ISITOR CEN TER w a s hin g to n , d c

e r i cm h of m a n n9 0 @ g m ail . co m w w w . e r i cm h of m a n n . co m

COMMON W E ALTH CEN TR E ch a n t ill y, v irgini a

LOCAL MOTORS MICROFACTORY n a t i on al h a r b or, m a r y l a n d

DRUG & ALCOHOL ADDICTION CENT ER w a s hin g to n , d c

Ex plor ing the healing power of na ture and archi tec ture through i t s mar r iage of ma ter ial and sus tainabili t y. Redef ining the healing essence evoked in a space to crea te guiding design pr inciples tha t can be es tablished and tes ted in an ur ban set ting. I t will crea te a place for the human mind to par take of the essence of na ture’s healing power on the d weller. Interac ting wi th na ture sepera ted from societ y, yet involved in an ur ban environment becomes the challenge. Reaching the inf ini ties of healing through a life process to ser ve as a tipping point wi th archi t ec ture and disengage you from dr ug and alcohol addic tions.

Crea ting a sy nergy bet ween na ture, ma ter ials, addic tions, and healing.

My goal is to crea te a space w here people af f lic ted by var ious addic tions may be healed through this t ype of renewed connec tion.

SPIR IT OF PL ACE ini s h t u r k & b all yca s t l e , ire l a n d

Spir i t of Place / Spir i t of Design is a 9 day design-build wi th fellow archi tec ture s tudent s lead by Tra vis Pr ice Archi tec t s. The t wo projec t s are both loca ted in Ireland, one called “Tale of the Tongs” in Inishtur k Island, Count y Mayo. And the other projec t is called “The Crossing” in B allycas tle, Count y Mayo.

2013 - “Tale of the Tongs” Whisper ing f lames reveal our brea thes held, year ning anew...rek indled, aroma of the, tongs echoes, our bur ning embrace in view...

2014 - “The Crossing” Lapping tur bulence wea ves, ref lec tions forgot ten, surging er uptions unveil...the Sea of Seeing.

DHS V ISITOR CEN TER w a s hin g to n , d c

The comprehensive building design s tudio was a senior year undergradua te group competi tion. The program of the projec t was to crea te a visi tor center for the Depar tment of Homeland Secur i t y. Our concept was through the or igina ting word, or ienta tion. Or ienta tion is developed through the for m and pa ths of the visi tor center, crea ting moment s wi thin dif ferent element s of the landscape. These ex per iences der ive from the visual and physical connec tions to ear th, wa ter, and sk y. Through these connec tions, a s trong remembrance of the 911 event s are developed as there is a ref lec tion wi th the pas t, ou t of reach, and ou t of si te; tur ning into a new, br ighter, and hopeful fu ture. My role for our group was lead design and responsible to genera ting the f inal presenta tion dra wings and physical model.

COMMON W E ALTH CEN TR E ch a n t ill y, v irgini a

The Commonweal th Centre is a new cons tr uc tion, 4 building mul ti-tenant retail development projec t loca ted in Chantilly, Virginia. This projec t won the design competi tion per the Ow ner’s reques t and cur rently f inalizing the cons tr uc tion document s pr ior to issuing and shif ting into the CA phase. This retail development is a higher end quali t y focusing on the quali t y of ma ter ials and details throughou t the projec t. This projec t is also per suing LEED Silver cer tif ica tion. The client wanted a tow n centre tha t would not only a t trac t from the t wo ex is ting of f ice buildings, bu t also crea te a new wa ve for moder n retail archi tec ture. My role is projec t manager as well as the projec t archi tec t for the 35,0 0 0 sq. f t. re tail development. Ranging from projec t planning, coordina ting wi th consul tant s, and to detailing ever y wall sec tion and plan detail there is on the buildings.

A.37

A.4

2

1

A3.6

A3.7

A.9 B

B.1

28' - 0" 5' - 7"

5' - 7"

6"

6"

Sim

1' - 2"

1' - 11"

2' - 0"

6" 4" 4"

11 A5.2

MEMBRANE ROOFING SYSTEM W/ 1/2" RECOVERY BOARD OVER TAPERED INSULATION ON 1 1/2" METAL DECK.

Sim

F.O. STUD

4" 4" 6"

F.O. STUD

EQ

1' - 2"

F.O. STUD

EQ

10 A5.2

16' - 10"

1' - 11"

F.O. STUD

2' - 0"

10 A5.2

Sim

T.O. STUD 35' - 4" 2' - 0"

2' - 0"

T.O. STEEL 34' - 10" B.O. CANOPY 33' - 4"

5/8" DIA. SAG ROD @ CENTER OF SPAN

Sim

6" 18GA METAL STUDS @ 16" O.C.

PHENOLIC PANEL W/ 1" ALUM. SUPPORT OVER 2" RIGID INSULATION AND WEATHER BARRIER ON 5/8" EXT. GRADE SHEATHING ON 4" & 6" 18GA MTL STUDS @ 16" O.C.

4' - 0"

11 A5.2

BATT INSULATION (R-19) BTWN STUDS TO 6" MIN. ABOVE ROOF, TYP. C.L. OF GIRT 29' - 10"

X-BRACE. SEE STRUCT. DWGS.

THRU-WALL METAL FLASHING. TYP. ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED GLASS, TYP.

STEEL COLUMN. SEE STRUCT. DWGS.

7' - 4"

PHENOLIC PANEL W/ 1" ALUM. SUPPORT OVER 2" RIGID INSULATION AND WEATHER BARRIER ON 5/8" EXT. GRADE SHEATHING ON 4" & 6" 18GA MTL STUDS @ 16" O.C. CONT AIR/MOISTURE BARRIER OVER 5/8" EXT. GRADE SHEATHING

1' - 3" STEEL TUBES FILLED W/ FOAM INSULATION, TYP.

BATT INSULATION (R-19) BTWN STUDS TO 6" MIN. ABOVE ROOF, TYP.

HSS 12X12 GIRT.

C.L. OF GIRT 21' - 6"

PROVIDE SLIP CLIP. 6" 18GA METAL STUDS @ 16" O.C.

STL. GIRT TO SPAN 0.8 TO HSS 6X6 POST

T.O. ST 20' - 0"

4' - 0" 8' - 0" 2' - 8"

PAINTED STEEL PLATES AND BOLTS, P-1. SEE STRUCT. DWGS. STAINED GLUE LAM TO MATCH PP-1, SEE STRUCT. DWGS.

5/8" DIA. SAG ROD @ CENTER OF SPAN

T.O. ST 13' - 4"

1' - 4"

PAINTED STEEL TUBES. SEE STRUCT. DWGS. AND ELEVATIONS. PROVIDE SLIP CLIP.

HSS 12X12 GIRT. T.O. STEEL 11' - 0"

1' - 0"

33' - 4"

1' - 3" FACE OF STOREFRONT

EDGE OF CHANNEL

10' - 0"

2' - 3"

T.O. STEEL 13' - 4"

C.L. OF GIRT 10' - 6"

PAINTED STEEL TUBES. SEE STRUCT. DWGS. AND ELEVATIONS.

A

STL. GIRT TO SPAN 0.8 TO BEAM STUB @ LINE 1

1' - 3" FACE OF STOREFRONT

MASONRY TIES @ 16" O.C., TYP. EACH WAY.

Sim 3"

1' - 1" EDGE OF SLAB

1' - 0" EDGE OF SLAB

1' - 4"

8" 1' - 8"

1

WALL SECTION 1/2" = 1'-0"

2' - 0"

CONCRETE FOOTING & 8" CMU FOUNDATION W/HORIZ. REINF. SEE STRUCTURAL DWGS.

SEE STRUCT.

FINISH FLOOR 0"

8"

FINISH FLOOR 0"

2' - 0"

CONCRETE SIDEWALK. SEE CIVIL DWGS.

2' - 0"

SEE STRUCT.

CONCRETE SLAB W/ VAPOR BARRIER & GRAVEL BASE. SEE STRUCTURAL DWGS.

6 A5.1

10' - 0"

4" CMU STACKED BOND W/ AIR SPACE OVER 2" RIGID INSULATION AND WEATHER BARRIER ON 5/8" EXT. GRADE SHEATHING ON 6" 18GA MTL STUDS @ 16" O.C.

SEE STRUCT.

10' - 0"

12' - 0"

ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED GLASS, TYP.

2' - 0"

35' - 4"

33' - 4"

T.O. STEEL 17' - 4"

JOIST B 18' - 6 3

35' - 4"

PAINTED STEEL TUBES. SEE STRUCT. DWGS. AND ELEVATIONS.

32' - 8"

1' - 0"

T.O. STEEL 22' - 0"

FINISH 0"

ONE PARK PLACE SUITE 250 ANNAPOLIS, MARYLAND 21401 Maryland: (301) 261-8228 MD Fax: (410) 224-4443 Baltimore: (410) 841-6595 Annapolis: (410) 224-2727

8500 LEESBURG VIENNA, VIRGINI Virginia: (7 VA Fax: (7 Website

w

These drawings are the property of the Architect. Bignell Watkin Architects P.C. Unauthorized reproduction for any purpose is an upon copyright laws. Violators will be subject to prosecution by the law. Written dimensions on these drawings shall have prece scale dimensions. Contractors shall verify and be responsible fo and conditions on the job and this office must be notified of any the dimensions and conditions shown by these drawings.

11

12

13

4

3 A3.4

G 8 A3.2

LOCAL MOTORS MICROFACTORY n a t i on al h a r b or, m a r y l a n d

14 A2.3

13

A2.3

6

A3.2

Revision Schedule

EQ

EQ

12' - 0 1/2"

EQ

EQ

1' - 4"

DATUM LINE A FRONT WALL

9' - 11"

4

35' - 0"

35' - 0"

28' - 7 1/8"

34' - 8 1/4" 4

Client:

12' - 8"

17' - 2 3/4"

15' - 9 1/2"

18' - 1 1/4"

18' - 4 1/4"

18' - 2 5/8"

17' - 7 1/4"

16' - 4 5/8"

14' - 1 3/4"

11' - 4 3/8"

9' - 5 1/2"

8' - 1 3/8"

7' - 0 7/8"

6' - 4 1/8"

5' - 9 7/8"

5' - 7 7/8"

Project:

7 A3.3

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

E EQ

EQ

EQ

EQ

EQ

4

LOCAL MOTORS

ENLARGED FLO PLAN DRIFT TRA

7' - 7 1/4"

EQ

9' - 4 5/8"

EQ

9' - 5 3/4"

EQ

8' - 2"

EQ

6' - 10 1/4"

EQ

9' - 0"

8 7/8" EQ

NATIONAL HARBOR

8' - 4"

4

4' - 9 3/8"

5' - 8"

5' - 10 3/8"

7' - 2"

6' - 4 7/8"

8' - 3"

9' - 7 1/2"

11' - 7 3/8"

17' - 7 3/4" EQ

LOCAL MOTORS

LINE OF WALL BELOW

Location:

14' - 5 1/8"

20' - 8 1/8"

"

24' - 10 1/4"

EQ

1

/8" 67

1/4

23' - 9 5/8"

EQ

A3.2

10

EQ

EQ

PERMIT SET

7'

EQ

Revision

PEER REVIEW/BID PEER REVIEW COMMENTS PEER REVIEW RESUBMISSIO PERMIT SET CONSTRUCTION ISSUE

F

E 2' - 0"

1 2 3 4

15' - 6"

EQ

8' - 1"

EQ

9' - 8"

5' - 11"

EQ

6' - 10 5/8"

EQ

EPOXY FILLED SAW CUT CONTROL JOINT @ EACH FRAME (+/- 5'-0" O.C. TYP) 4

4

'4 8

EQ

5' - 0 1/2"

EQ

5' - 4 5/8"

EQ

5' - 0"

EQ

4' - 10 3/4"

EQ

5' - 5"

EQ

6' - 0 1/8"

EQ

15' - 6"

17' - 5 5/8"

EQ

6' - 11"

EQ

8' - 2 3/8"

EQ

9' - 10"

EQ

12' - 3"

EQ

18' - 6 1/4"

19' - 0"

18' - 11 7/8"

17' - 6 3/4"

F

18' - 6 7/8"

12' - 7 3/8"

15' - 8 3/8"

4' - 10 1/4"

8' - 8 3/4"

5' - 1 5/8"

6' - 2"

7' - 2 3/8"

8' - 5"

8' - 2 3/4"

10' - 0"

1' - 0" 2' - 0"

" 3/4

Date 07/02/15 07/14/15 07/29/15 08/17/15 09/09/15

6X6 TUBE COLUMN W/ BASE PLATE. COLUMN FASTENED TO DRIFT 4 TRACK INFILL WALL (TYP. OF 4)

LINE OF FACE OF STUD/CURB 7 A3.2

'-7 4 9

#

Drawn by: EMH Project No: 15016.00

10 1

11

12

LAYOUT PLAN - DRIFT TRACK 1/4" = 1'-0" 4

The Local Motor s Microfac tor y projec t consis ted of the redevelopment of the for mer Na tional Children’s Museum, loca ted in Na tional Har bor, Mar y land. The client wanted to crea te a microfac tor y both to genera te s ales and also display their innova tion in 3D pr inted car s and dr if t tr ikes.

The t wo main fea tures in this tenant space was to design a 3D pr int lab and dr if t track. My role as a projec t archi tec t, were to design and detail the ex ter ior renova tions, 3D pr int lab, and dr if t track.

13

Date:

08.03

Professional Certification I certify that theses documents were prepared or approved by a duly licensed architect under the laws of the State of Marylan License No. 6068 Expiration Date 07-09-16

A4

15

14

12

13

BOT 2ND FL SLAB 17' - 11" CLG GRID @ SALES FLOOR 14' - 11"

11

10

G

CLG @ VIP ROOM 12' - 6"

MIN.

7' - 6"

MEZZANINE 8' - 10"

TOP EXIST. FL SLAB 0"

1

PERF. CORRUGATED METAL ALONG DRIFT TRACK

MAIN FLOOR - SOUTH 1/8" = 1'-0"

2

10

11

12

13

14

MAIN FLOOR - EAST 1/8" = 1'-0"

15

F

13 A2.3

4

BOT 2ND FL SLAB 17' - 11"

MEZZANINE 8' - 10"

ANGLED WALL

CRM-1

BRUSHED ALUMINUM KAWNEER MULLIONS

BLACK COUNTER TOP

MAIN FLOOR - NORTH 1/8" = 1'-0"

4

E

15

D

14

C

B

12

13

MAIN FLOOR - WEST 1/8" = 1'-0"

16

A

11

BOT 2ND FL SLAB 17' - 11"

10

G

CLG GRID @ SALES FLOOR 14' - 11" BOT 2ND FL SLAB 17' - 11" CLG GRID @ SALES FLOOR 14' - 11"

CLG @ VIP ROOM 12' - 6"

TOP EXIST. FL SLAB 0"

MEZZANINE 8' - 10"

TOP EXIST. FL SLAB 0"

1

5

BRUSHED ALUMINUM KAWNEER MULLIONS

MIN.

7' - 6"

3

TOP EXIST. FL SLAB 0"

ROUTER ROOM - EAST 1/8" = 1'-0"

6

B

MAIN FLOOR - SOUTH 1/8" = 1'-0"

C

D

12

10

11

A5.1

12

13

5

1

A3.2

A3.3

PERF. CORRUGATED METAL ALONG DRIFT TRACK

F

E

14

2

15

BOT 2ND FL SLAB 17' - 11"

13 A2.3

4

CLG GRID @ SALES FLOOR 14' - 11"

BOT 2ND FL SLAB 17' - 11" 3

MEZZANINE 8' - 10"

A3.3

MEZZANINE 8' - 10"

TOP EXIST. FL SLAB 0"

ROUTER ROOM - SOUTH 1/8" = 1'-0" MAIN FLOOR - EAST 1/8" = 1'-0"

F