Portfolio 2012 by Jessica Hunter

Jessica Hunter Masters of Architecture Student Collection of Works 2007-2012

SAN FRANCISCO, CA 941

717 BATTERY

FEE MUNSON EBERT ARCHITECTURE + DESIGN 500 M ONT G OM ER Y STR EET, SAN FR A NCISCO, CA L IF ORN IA 4 1 5 . 43 4 . 03 2 0 FX 4 15 . 4 34 . 2 40 9 W W W. F M E- A R CH. CO M

111

Y STREET

Professional Work Resume Continued Care Retirement Center Adaptive Reuse - Hospitality Corporate Interiors

Architectural Artifacts Figure Drawing Emblematic Objects Digital Fabrication

Feature Stair - 1st Floor

Architectural Studios

Suckerpunch Wellness & Light USA Pavilion

Jessica Hunter Masters of Architecture Student +Phone: 707.815.2829 +Email: Hunterj5@mail.uc.edu +Mailing Address: P.O. Box 19312 Cincinnati, OH 45219

Professional Experience

+Fee Munson Ebert Architecture + Design; San Francisco, CA Dates: June 2010 - September 2010; June 2011 - December 2011 Project Types: Corporate Architecture, Corporate Interiors, Hospitality, Adaptive Reuse. Responsibilities: Custom Revit families, Revit modeling, visualization, permit and planning Sets, coordination with product reps, and office standards +Iu & Bibliowicz Architects; New York, NY Dates: January 2010- March 2010 Project Types: Single Family Residential, Institutional Responsibilities: Revit Modeling, detailing, product specifications, coordination with consultants, permit drawings, client meetings. +Perkins Eastman Architects PC; Pittsburgh, PA Dates: January 2009 - March 2009 Project Types: International Continued Care Retirement Center Responsibilities: Revit Modeling, detailing, product specifications, coordination with consultants, permit drawings, client meetings.

Education

+University of Cincinnati, School of Architecture & Interior Design Degree: Masters of Architecture Student Dates: September 2011 - June 2014 +University of Cincinnati, School of Architecture & Interior Design Degree: Bachelor of Science in architecture Dates: September 2007 - June 2011 Achievements: Deans List, Five Quarters +Vintage High School; Napa, CA Degree: High School Diploma Dates: September 2002 - June 2006 Achievements: Class Rank 23/592, Top 5%; Honor Society 2002-2006

Digital Skills 3D Modeling Software: Revit, Rhino, Sketch-up 2D Drafting Software: AutoCAD

Rendering Software: 3D Studio Max, VRay Video Editing: Premier Pro Machine Programing: ZPrint, Powermill Graphics: Adobe Photoshop, Adobe Illustrator, Adobe InDesign

1. 1. A section perspective produced using Revit. The model illustrated one of three design proposals for a lobby in San Francisco. All modeling and illustrations were completed during an internship at FME Architecture + Design. (Fall 2011)

Professional Work A large component of my education at the University of Cincinnati has been the Co-Op Program in which I was able to work as an intern for a number of offices. The following presents a small portion of the work I participated in during these employments.

Perkins Eastman | Continued Care Retirement Center Project Length January 2010 - March 2010 Construction Type New Construction Project Phases Participated In SD, DD Program Continued Care Retirement Center Location Kawasaki, Japan NO.

DATE

ISSUE

3100

3100 3100

3100

SEAL

3100

Methods Revit, Use of Metric System

3100

3100 . .

3100

3300

. .

3100

KEY PLAN

. .

Owner:

1F 76.75

Half Century More Co Ltd 30F, Ark Mori Bldg 1-12-32 Akasaka Minato-ku, Tokyo 107 Associate Architect:

Ken Asai Architectural Research Inc Round Cross Mita, 3F 5-5-1 Shiba Minato-ku, Tokyo 108-0014

CLERES

Interiors: Barry Design Associates Inc 10780 Santa Monica Blvd, #300 Los Angeles, CA 90025

CLERESTORY WINDOWS

Landscape:

SWA Group 2200 Bridgeway Boulevard Sausalito, CA 94966

EXTERIOR

CEILING (HEIGHT VARIES) 7500

73.65

2000

6400

SUN CITY KAWASAKI

6800

PROJECT TITLE:

2000

POOL / SPA

Kawasaki, Japan

SCH COURTYARD SCH COURTYARD

PROJECT No: 20481.00

N CITY HALL

73.65

77.65

600

EXTERIOR EXTERIOR

600

69.25

DINING

73.25

77.65 SUN CITY HALL SUN CITY HALL 76.75

DRAWING TITLE:

76.75

SECTION STUDIES SECTION AT POOL CLERESTORY 3 Overview: My internship at Perkins Eastman was my first professional work experience. I was immediately placed on the Japan team working on a Continued Care Retirement Center in Kawasaki, Japan. My involvement included the modeling of the structural systems, the layouts of nursing care units, 1 : 50

SECTION SECTION AT TWO AT TWO STORY STORY DINING DINING

1 1 the mullion layout of the curtain (GRAND (GRAND SALON SALON SIMILAR) SIMILAR) A-A422 wall outside of the library, and the revisions to drawings for the Design Development drawing set. During this experience I also participated in the master planning of other CCRC campuses in Southern California and prepared early feasibility models for these projects.

SCALE:

1 : 50

95% SCHEMATIC DESIGN 21.01.2010

1 : 50

SECTION SECTION AT SUN AT SUN CITYCITY HALL HALL COURTYARD COURTYARD 2 1 : 50 1 : 50

S 3 1:

SUN CITY KAWASAKI

NURSING UNIT PLAN STUDIES

SCALE:

1 : 50

95% SCHEMATIC DESIGN

21.01.2010

A-A424

1 : 50

SWA Group 2200 Bridgeway Boulevard Sausalito, CA 94966

1 : 50

NURSING END UNIT @ SMOKE EXHAUST

Landscape:

NURSING UNIT - OPTION 3

Owner:

Half Century More Co Ltd 30F, Ark Mori Bldg 1-12-32 Akasaka Minato-ku, Tokyo 107

. .

Associate Architect:

. .

Ken Asai Architectural Research Inc Round Cross Mita, 3F 5-5-1 Shiba Minato-ku, Tokyo 108-0014

DRAWING TITLE:

Interiors: Barry Design Associates Inc 10780 Santa Monica Blvd, #300 Los Angeles, CA 90025

KEY PLAN

Kawasaki, Japan

OPTION 1 - ENTRY DOORS AT COLUMNS

KEY PLAN

1 :DATE 50

. .

ISSUE

. .

KEY PLAN

SEAL

NURSING UNIT - OPTION 3 N

OPTION 1 - ENTRY DOORS AT COLUMNS

PROJECT No: 20481.00

2 NO.

Half Century More Co Ltd 30F, Ark Mori Bldg 1-12-32 Akasaka Minato-ku, Tokyo 107

. .

MECHANICAL SPACE LOCATION TO BE DETERMINED

PROJECT TITLE:

. .

OPTION 1 - ENTRY DOORS AT COLUMNS

MECHANICAL SPACE LOCATION TO BE DETERMINED

. .

NURSING UNIT OPTION 1 - 2

OPTION 1 - ENTRY DOORS AT CENTER

1 : 50

Interiors: Barry Design Associates Inc 10780 Santa Monica Blvd, #300 Los Angeles, CA 90025

Landscape:

NURSING UNIT AT DUCT SPACE

SWA Group 2200 Bridgeway Boulevard Sausalito, CA 94966

PROJECT TITLE:

1 : 50

12 Owner:

SUN CITY KAWASAKI

OPTION 1 - ENTRY DOORS AT CENTER

1 : 50

Kawasaki, Japan

PROJECT No: 20481.00

DRAWING TITLE:

NURSING UNIT - OPTION 3

1 : 50

NURSING UNIT PLAN STUDIES

SCALE:

A-A424

13 GG

NURSING UNIT OPTION 1 - 2

NURSING END UNIT @ SMOKE EXHAUST

95% SCHEMATIC DESIGN

1 : 50 HH

NO.

. .

ISSUE

. .

Interiors: 11 12 Barry Design Associates Inc 10780 Santa Monica Blvd, #300 Los Angeles, CA 90025

Ken Asai Architectural Research Inc Round Cross Mita, 3F 5-5-1 Shiba Minato-ku, Tokyo 108-0014

Associate Architect:

Half Century More Co Ltd 30F, Ark Mori Bldg 1-12-32 Akasaka Minato-ku, Tokyo 107

Owner:

DATE

KEY PLAN

SEAL

1 : 50

Associate Architect:

Ken Asai Architectural Research Inc Round Cross Mita, 3F 5-5-1 Shiba Minato-ku, Tokyo 108-0014

PROJECT No: 20481.00

Kawasaki, Japan

SUN CITY KAWASAKI

PROJECT TITLE:

SWA Group 2200 Bridgeway Boulevard Sausalito, CA 94966

Landscape:

NURSING UNIT AT DUCT SPACE

1 : 50

NURSING UNIT - OPTION 3

ISSUE

. .

ISSUE

. .

Kawasaki, Japan

1 : 50

21.01.2010

95% SCHEMATIC DESIGN

A-A424

SCALE:

NURSING UNIT PLAN STUDIES

DRAWING TITLE:

PROJECT No: 20481.00

SEAL

KEY PLAN

SUN CITY KAWASAKI

PROJECT TITLE:

SWA Group 2200 Bridgeway Boulevard Sausalito, CA 94966

Landscape:

Interiors: Barry Design Associates Inc 10780 Santa Monica Blvd, #300 Los Angeles, CA 90025

Ken Asai Architectural Research Inc Round Cross Mita, 3F 5-5-1 Shiba Minato-ku, Tokyo 108-0014

Associate Architect:

Half Century More Co Ltd 30F, Ark Mori Bldg 1-12-32 Akasaka Minato-ku, Tokyo 107

Owner:

DATE

NURSING UNIT - OPTION 3

1 : 50

2 DATE

1 : 50

MECHANICAL SPACE LOCATION TO BE DETERMINED

NO.

NURSING UNIT OPTION 1 - 2 NO.

OPTION 1 - ENTRY DOORS AT COLUMNS

OPTION 1 - ENTRY DOORS AT CENTER

1 : 50

NURSING UNIT AT DUCT SPACE

1 : 50

Perkins Eastman | Continued Care Retirement Center

MECHANICAL SPACE LOCATION TO BE DETERMINED

SEAL

FME Architecture + Design | Corporate Interiors Project Length June 2011 - December 2011 Construction Type Tenant Improvement Project Phases Participated In SD, DD, CD, CA Program Seminar Rooms, Conference Room, & Touchdown Space Location San Francisco, CA Methods Revit, Photoshop

Overview: While at working with FME Architecture + Design I participated in a number of tenant improvement projects. The project shown here was a tenant improvement of the north corridor and training rooms on the 8th floor of an existing facility. I was involved on this project full time

from the schematic design phase through the permit drawing stages. This included participation in design development, client meetings, and coordination meetings. In addition to the production of permit drawings I developed a series of visualizations and walkthroughs for client meetings. These visualizations were produced to

illustrate various design options in a quick and understandable way.

PULL, TYP. - SEE ELEVATION

NAILING STRIP, SHIM AS REQUIRED

3/4" TOE KICK - FINISH TO MATCH BASE CABINET

FME Architecture + Design | Corporate Interiors 3"

C.S F.H. S.M. SCREWS #12 @ 8" O.C.

SCHEDULED PARTITION BEYOND

8" O.C., TYP.

3 1/4"

FUTURE POWER/DATA, SEE P/D PLAN

EQ.

D4 PENDANT FIXTURE AS SCHEDULED

1 1/2"

T.S. 2 1/4"X2"X3/16" W/ HALF PENETRATION BUTT WELD AT MITERED CORNERLOCATE @ 4'-0" O.C. MAX.

3 1/2" TYP.

EQ.

GYP BOARD SOFFIT

CW-2

2 1/4"X2"X3/16" T.S

3'-0" MIN.

V-COOL TO BE APPLIED TO (E) CURTAIN WALL, TYP.

WT-1

MOSAIC GLASS BACK SPLASH CONTINUOUS BLOCKING COUNTER TOP & NOSING

PT-1

MIN. DISTANCE

215 F SAN F

3 1/2"

1 1/4" STONE COUNTERTOP AS SCHEDULED CW-2

NAILING STRIP, SHIM AS REQ'D BACKING, SEE DETAILS

5/8" GYP. BD.

18" MIN. CLEAR

D5 PENDANT FIXTURE AS SCHEDULED

ADJUSTABLE SHELVES ON DRILLED PIN TYPE BRACKETS

FOR BUILT-IN MICROWAVE - SEE SPECS. VERTICAL SUPPORT BEYOND EQ.

CW-3

#12X4" SELF TAPPING SCREWS TO 2.5" X 2.5" X .25" T.S. FULL HT.ELEVATION 2.5"X2.5"X.25" T.S. PULL, TYP. - SEE

MIN.

4'-0" MAX.

VALANCE 2 1/2"

4'-0" MAX.

PULL, TYP. - SEE ELEVATION

2 1/2" MTL STUD NAILINGRUNNER STRIP, SHIM AS REQUIRED 2"X2"X.25" ANGLE STL PLATE WELDED TO T.S. 3/4" TOE KICK - FINISH TO MATCH BASE CABINET 8TH FLR

UNDER CABINET LIGHTING FIXTURE - SEE ELEC. DRAWINGS

5'-9 5/8"

3 1/2"

3'-6"

CW-2

2 1/4"X2"X3/16" T.S

MIN. DISTANCE

1 1/2"

CW-4

T.S. 2 1/4"X2"X3/16" W/ HALF PENETRATION BUTT WELD AT MITERED CORNERLOCATE @ 4'-0" O.C. MAX.

3'-0" MIN.

EQ.

COUNTER TOPSCHEDULED & NOSING PARTITION CW-2 BEYOND

GYP BOARD SOFFIT

BACKING, SEE DETAILS 5/8" GYP. BD.

6'-1 1/2"

ADJUSTABLE SHELVES ON DRILLED PIN TYPE BRACKETS

6'-1 1/2"

EQ.

3"X3"X3/16"X2"L. CLIP ANGLE W/ (6) # 12 SELF TAPPING MTL SCREWS, TYP.

CW-2

18" MIN. CLEAR

ADJUSTABLE SHELVES ON DRILLED PIN TYPE BRACKETS

FOR BUILT-IN MICROWAVE - SEE SPECS.

BUILT-IN BENCH CW-4 WOOD GRAIN TO RUN VERTICALLY AT THIS ELEVATION. CORNERS TO BE MITERED.

CW-3

CW-4

#12X4" TAPPING 1 1/4"SELF STONE COUNTER SCREWS X ABOVE,TO SEE2.5" SCHEDULE 2.5"CW-2 X .25" T.S.

2 1/4"X2"X3/16" T.S.

WT-1

COUNTER TOP & NOSING

PULL, TYP.

PULL, TYP. - SEE ELEVATION NAILING STRIP, SHIM AS REQ'D CW-4

DOUBLE 16 GA STUD SUPPORTING T.S. VERTICAL SUPPORT BEYOND ABOVE, TYP.

MOSAIC GLASS BACK SPLASH

3 1/2" TYP.

3 1/4"

CONTINUOUS BLOCKING

T.S. 2 1/4"X2"X3/16" BRACKET PT-1

MIN. DISTANCE

MOSAIC GLASS BACK SPLASH

8" O.C., TYP.

EQ.

FUTURE POWER/DATA, SEE P/D PLAN

8" O.C., TYP.

SCHEDULED PARTITION BEYOND

2 1/2"X2 1/2"X1/4" T.S.

3 1/2"

2"X2"X1/4" ANGLE STL PLATE WELDED TO T.S.

COUNTER TOP & NOSING CW-2

SEE PLAN

7'-1 3/8"

215 FREMONT STREET, 8TH FLOOR SAN FRANCISCO, CA 94105

C.S F.H. S.M. SCREWS #12 @ 8" O.C. 1 1/4" STONE COUNTERTOP AS SCHEDULED CW-2

7'-6 5/8"

BACKING, SEE DETAILS

FULL HT. 2.5"X2.5"X.25" T.S. 3/4" PLYWOOD

NAILING STRIP, SHIM AS REQUIRED PULL, TYP. - SEE ELEVATION

NAILING STRIP, SHIM AS PULL, TYP. - SEE ELEVATION REQUIRED

2 1/2" MTL STUD RUNNER 3/4" PLYBOO WD PANEL CW-4 ANGLE STL 2"X2"X.25" PLATE WELDED TO T.S. 8TH FLR WOOD BLOCKING

MIN.

2 1/2"

VALANCE

3/4" TOE KICK - FINISH TO MATCH BASE CABINET NAILING STRIP, SHIM AS REQUIRED

3/4" TOE KICK INTEGRATE W/ CABINET DOOR, FINISH TO MATCH BASE CABINET

3/4" TOE KICK - FINISH TO MATCH BASE CABINET

17" CLR REQ.

DELTA #

UNDER CABINET LIGHTING FIXTURE - SEE ELEC. DRAWINGS 3"

21 SA

C.S F.H. S.M. SCREWS #12 @ 8" O.C. SCHEDULED PARTITION

3 1/4"

N I A

O IF CA L

2 1/2"

#12X4" SELF TAPPING SCREWS TO 16 GA. STUD

MIN.

L I C

EQ. 2"

1'-5 1/2"

3 1/4"

C-25185 EXP. 02/28/11

PARTITION SCHEDULED, 3 5/8" PULL,ASTYP. - SEE ELEVATION MIN. STUD DEPTH, 16 GA. STUD AT TUBE STEEL SUPPORT VALANCE

8TH FLR SHEET ISSUE

DELTA #

Project No. Project Path Scale Drawn By

1/2"

2"X2"X.25" ANGLE STL PLATE WELDED TO T.S.

17" CLR REQ.

DATE

Checked By 03

UNDER CABINET LIGHTING FIXTURE - SEE ELEC. DRAWINGS

Produced on Revi

Fee Munson Eber BACK SPLASH

SCHEDULED PARTITION

COUNTER TOP & NOSING CW-2

SEE PLAN WT-1

2"X2"X1/4" ANGLE STL PLATE WELDED TO T.S.

UNDERMOUNT SINK, MAX DEPTH 6 1/2"

2 1/2"X2 1/2"X1/4" T.S.

COUNTER TOP & NOSING

CW-2 8" O.C., TYP.

3 1/4"

6" 34" MAX. A.F.F. 29" MIN. A.F.F. PULL, TYP. - SEE ELEVATION

EQ.

CW-4 CONTINUOUS BLOCKING

CONTINUOUS FLOORING UNDER SINK

1 1/4" STONE COUNTER ABOVE, SEE SCHEDULE CW-2

3/4" TOE KICK INTEGRATE

3/4" PLYWOOD

D ATE

EQ.

T.S. 1.5"X2" X 3/16" W/ FULL PENETRATION BUTT WELD AT MITERED CORNER- LOCATE @ 4'-0" O.C. MAX., OR FROM END WALL AT COUNTER WITH LAV. LOCATE BETWEEN UNITS EQ.

DOUBLE 16 GA STUD LINE OF REQUIRED CLEARANCE FOR SUPPORTING T.S. ACCESSIBLE SINK ABOVE, TYP.

SIG N ATU RE

C ASEWO RK DETAILS

INSULATED PIPE

2 1/4"X2"X3/16" T.S.

PULL, TYP. CLIENT APPROVAL:

CW-4

3"X3"X3/16"X2"L. CLIP ANGLE W/ (6) # 12 SELF TAPPING MTL SCREWS, TYP.

COUNTER TOP & NOSING

MIN. DISTANCE

MOSAIC GLASS BACK SPLASH

CW-1 3/4" SLAB STONE AS SCHEDULED OVER 3/4" PLYWD SUBSTRATE, TYP.

T.S. 2 1/4"X2"X3/16" BRACKET

PULL, TYP.

SCHEDULED PARTITION BEYOND

3 1/2"

MOSAIC GLASS BACK SPLASH

EVATION

ONS WITH

3/4" TOE KICK INTEGRATE W/ CABINET DOOR, FINISH TO MATCH BASE CABINET

T.S. 1.5"X2" X 3/16" W/ FULL PENETRATION BUTT WELD AT MITERED CORNER- LOCATE @ 4'-0" O.C. MAX., OR FROM END WALL AT COUNTER WITH LAV. LOCATE BETWEEN UNITS

E D A RC NS I C I B H I S

4'-0" MAX.

CW-4

#12X4" SELF TAPPING BACKING,FLOORING SEE DETAILS CONTINUOUS SCREWS TO 2.5" X UNDER SINK 2.5" X .25" T.S. NAILING STRIP, SHIM AS REQUIRED FULL HT. 2.5"X2.5"X.25" T.S. 3/4" TOE KICK INTEGRATE 3/4" TOE KICK FINISH - FINISH TO W/ CABINET DOOR, MATCH BASE CABINET2 1/2" MTL STUD TO MATCH BASE CABINET RUNNER

CW-3

4'-0" MAX.

CW-4 CABINET DOOR TO BE ON MAGNETIC CATCH

SIG N ATU RE

ADJUSTABLE SHELVES ON DRILLED PIN TYPE BRACKETS

3/4" PLYBOO WD PANEL CW-4 WOOD BLOCKING

5/8" GYP. BD. ADJUSTABLE SHELVES ON DRILLED PIN TYPE BRACKETS LINE OF REQUIRED CLEARANCE FOR VERTICAL SUPPORT BEYOND ACCESSIBLE SINK

NAILING STRIP, SHIM AS REQUIRED

CLIENT APPROVA

BACKING, SEE DETAILS

3/4" PLYWOOD

NAILING STRIP, SHIM AS REQ'D CONTINUOUS BLOCKING

1'-2 1/2"

1 1/4" STONE COUNTER ABOVE, SEE SCHEDULE CW-2

29" MIN. A.F.F.

1 1/2"

INSULATED PIPE

BACKING, SEE DETAILS NAILING STRIP, SHIM AS REQUIRED HARD FORMED CUSHIONS ATTACH TO MILLWORK WITH SNAPS

T.S. 2 1/4"X2"X3/16" W/ HALF PENETRATION BUTT WELD AT MITERED CORNERLOCATE @ 4'-0" O.C. MAX.

CW-4

EQ.

FAB-1 FAB-2 SEE ELEVATION

34" MAX. A.F.F.

EQ.

PULL, TYP. PULL, TYP.

CW-4

GYP BOARD SOFFIT

2 1/4"X2"X3/16" T.S

EQ.

NEW SILL PT-1

PT-1

MIN. DISTANCE

PULL, TYP. - SEE ELEVATION

CONTINUOUS BLOCKING

3'-0" MIN.

MIN. DISTANCE

CW-1 3/4" SLAB STONE AS SCHEDULED OVER 3/4" PLYWD SUBSTRATE, TYP.

COUNTER TOP &TOP NOSING COUNTER & NOSINGCW-2 CW-2

EQ.

FUTURE POWER/DATA, SEE P/D PLAN

8" O.C., TYP.

3 1/2"

UNDERMOUNT SINK, MAX MOSAIC GLASS BACKDEPTH SPLASH6 1/2"

8" O.C., TYP.

DOUBLE 16 GA STUD SUPPORTING T.S. ABOVE, TYP.

BACK SPLASH

1 1/4" STONE COUNTERTOP AS SCHEDULED CW-2 WT-1 SCHEDULED PARTITION MOSAIC GLASS BACK SPLASH BEYOND

COUNTER TOP & NOSING CW-2

SEE PLAN

NAILING STRIP, SHIM AS PARTITION AS SCHEDULED, 3 5/8"

ADJUSTABLE SHELVES ON DRILLED PIN TYPE BRACKETS CW-4 BACKING, SEE DETAILS

Project No. Project Path

2011061.00 C:\Users\j_h\Documents \2011061 Schwab_CD_j_h.rvt

NAILING STRIP, SHIM AS REQUIRED

CW-2

5.13

6.01

8.02

8.03

8.06

HANDRAILS, CODE MINIMUM. GUARD RAILS @ WINDOWS, CAST-IRON, CUSTOM PATTERNED BAR STOCK INFILL (THE BATTERY LOGO). MECHANICAL MEZZANINE (SERVICE BLD), GALV. STEEL GRATE FLOORING ON GALV. HSS STRUCTURE SUPPORTING MECHANICAL UNITS & GRATES, STAIR & RAISING TO MATCH. SEE STRUCT. STAIR & RAILINGS, CUSTOM, FLUSH WELDED STEEL PLATE RISER AND TREAD, 1/2" LAMINATED GLASS GUARDRAIL TO EXTEND FROM TOP OF TREAD TO 42" HIGH ATTACHED TO STAIR WITH S.S. ANCHORS, S.S. FABRICATED HANDRAILS. CASEWORK, BASE & UPPER CABINETS, AWI PREMIUM, HARDWOOD VENEER & SOLID STOCK, FACE FRAME, STILE & RA IL RAISED PANEL DOORS WITH CUSTOM PROFILES. DOOR & FRAME, INTERIOR, HARDWOOD, STILE & RAIL, RAISED PANEL, CUSTOM PROFILES FOR DOOR & CASING; WOOD FRAMES WITH CUSTOM CASING TO MATCH DOOR; FIRE RATED TO MATCH ADJACENT PARTITION ASSEMBLY. DOOR & FRAME, INTERIOR, HARDWOOD, STILE & RAIL, RAISED PANEL, GLAZED LITES, CUSTOM PROFILES FOR DOOR & CASING; WOOD FRAMES WITH CUSTOM CASING TO MATCH DOOR; FIRE RATED TO MATCH ADJACENT PARTITION ASSEMBLY. DOORS, DBL, GLASS, ½” TEMPERED, FRAMELESS, SLIDING, AUTOMATIC OPERATOR, MAGNETIC DRIVE, “MAGNEO” BY DORMA.

8.12

8.14

8.15

8.21 8.22

8.02 8.07 201B

“FRENCH DOOR” & FIXED, SIZE & SHAPES TO MATCH EXISTING, SEE BUILIDNG ELEVATIONS. REFER TO TYPICAL WO OD WINDOW DETA ILS FOR PROFILE. HARDWARE, CUSTOM CREMONE BOLT BY “SUN VALLEY BRONZE”. STAINLESS STEEL PROJECTING HINGES. GLASS CURTAIN WALL, TYPE C (STAIR & POOL), CUSTOM, STAINLESS STEEL “1 ½” X 8” STAINLESS STEEL TRUSS VERTICAL MULLIONS, 3/8” LAMINATED GLAZING, SILICONE ATTACHMENT & JOINTS & CONCEALED SS GLAZING CHANNEL @ EDGE. GLASS CURTAIN WALL, TYPE E (ELEVATOR), CUSTOM, 1/2” LAMINATED GLAZING ON STAINLESS STEEL ST&-OFF FITTINGS (PILKINGTON “PLANAR”) SUPPORTED BY EXISTING BRICK MASONRY & NEW HSS STEEL FRAME ABOVE EXISTING BRICK PARAPET. ONE OPERABLE PANEL FOR MAINTENANCE. GLASS PARTITION, INTERIOR, CUSTOM, CLEAR SPAN FLOOR TO CEILING, 1/2” LAMINATED GLAZING, SILICONE ATTACHMENT & JOINTS & CONCEALED SS GLAZING CHANNEL @ EDGE. GLAZING, FIRE RATED (OPENINGS IN ELEVATOR SHAFT), 2-HOUR RATING WITH TEMPERATURE RISE (PARTITION) RATING. WOOD WINDOWS, CUSTOM, FIXED WITH LAMINATED ART GLASS, SIZE AND SHAPE TO MATCH WINDOWS ALONG GL F, SEE BUILDING ELEVATION.

13.09

14.01 14.02 15.03

ELECTRICAL/ TELECOM/AV CLOSET 208

CORRIDOR 2 201

8.02 8.07 202B 6.01

10.01

15.03

TYP.

201A LIBRARY 202

8.03

203 8.02 8.07

VESTIBULE 205

VESTIBULE 207

204 8.02 8.07

8.02

8.07

202A

8.07 207

JANITORIAL CLOSET 206

ANc4r F

8.02

CORRIDOR 1 210

0.03 5.05

8.12

8.09

3.03

5.05 OFFICE 212

8.06 210

9.12

5.05

8.09

8.09 3.03

8.03 8.07 212

8.23 5.05

5.05 ENCLOSED FLOOR OPENING 213

9.12

14.01

8.21

STORAGE 221

8.14

13.09

8.15

5.13

8.15

8.25

3.03

8.14

3.03 8.09

8.03 8.07 214A

8.03 8.07 219A

5.05

8.09

ANb4f F

8.21

8.09 3.03 13.09

STAIR 1 S1

OPEN TO BELOW

3.03 8.25

3.03

8.09 3.03

14.02

5.05

CONFERENCE ROOM 211

8.07

0.10

11.04

WARMING KITCHEN 209

9.12

ANc4r F

206

8.07

7. 8. 9. 10.

8.02 208

WOMEN'S RESTROOM 204

MEN'S RESTROOM 203

8.02

STAIR 3 S3 5.03

COMPARTMENT, HIGHER DESIGN/COST. METAL LOUVERED GRILLE WITH CUSTOM DECORATIVE (PERF) METAL GRILLE. FIREPLACE, GAS FIRED, CUSTOM FIRE BOX, CUSTOM STONE & METAL SURROUND, MANTEL, CUSTOM STAINLESS STEEL FLUE SURROUND OVER FUNCTIONING FLUE. @ EXTERIOR, PROVIDE ALL STAINLESS STEEL CONSTRUCTION FOR FIRE BOX/FL UE ELEMENTS, & WEATHER TIGHT SURROUND & CHIMNEY. GLASS BRIDGE & STRUCTURE, CU STOM DESIGN, 1 ½” LAMINATED GLASS FLOOR & GUARDS ON HSS FRAME WITH STAINLESS STEEL FITTINGS, ANTI-SLIP FLOOR SURFACE/ FUSSED GLASS BY RUDY GLASS. ELEVATOR, MACHINE ROOM-LES S, CUSTOM GLASS, 3500# CAP. ELEVATOR, MACHINE-ROOM-LESS, SERVICE, 4000# CAP. RESTROOM, LARGE, PLUMBING FIXT URES & ACCESSORIES, VERY HIGH END, SPECIAL DESIGN FEATURES.

10.11 11.04

211

5.06

209

5.05

6.01

ANc4r F

ANb4f F TYP.

8.09 3.03

BLIND DOOR

5.05

8.22

5.05 842

3.03 8.09

5.05

8.22

5.05

BANQUET ROOM 214 3.03 8.09

8.22

5.05

8.09 3.03

8.02 8.07

214B 8.03 8.07

214C

3.03 8.09

MUSTO BAR 219 8.22

5.05

ANc4r F

8.22

5.05 3.03 8.09

5.05

REVOLVING BOOKCASE DOOR

219B 8.03 8.07

215 8.03 8.07

ANb4f F

8.09 3.03

BANQUET ROOM 215

3.03 8.09

5.03

LOWER OPEN AIR MECHANICAL ROOM 230

STAIR 4 S4

3.03 8.09

UPPER OPEN AIR MECHANICAL ROOM 235 CONCRETE OVER ELEVATOR SHAFT BELOW 10.11

HVAC UNIT, TYP. LOW HEIGHT WALL

10.11

5.05

8.02 8.07

STORAGE 217

ANg4f F ANb4f F 220C 8.02 8.07

8.02

220A

CARD ROOM 218

11.04

10.11

TRELLIS OVER LOWER LEVEL

5.05 ANg4f F

217

8.08

8.07 VESTIBULE 220 0.01

8.02 8.07 216

STORAGE 216 ANb4f F

8.09 3.03 8.07 8.02 220B 5.03

STAIR 2 S2

5.03

FME Architecture + Design | Adaptive Reuse - Hospitality Project Length June 2010 - September 2010 June 2011 - December 2011 Construction Type Adaptive Reuse Project Phases Participated In DD, CD, CA Program Boutique Hotel, Restaurant, Bar, & Spa Location San Francisco, CA Methods Revit, Photoshop, AutoCad

Overview: The Musto building has been an ongoing project at FME Architecture + Design for a number of years. The project has taken a brick warehouse constructed in the early 1900â&#x20AC;&#x2122;s and transformed it into a boutique hotel. My involvement on the project spanned two

internships, and allowed me to observe the evolution of this project over 9 months. While my involvement on this project was predominantly to assist with major deadlines, I learned an incredible amount from itâ&#x20AC;&#x2122;s highly specific architectural requirements. I participated predominantly in the details and revisions of CD drawings,

more specifically the production of wall, door, and elevator details as well as revisions to the UMB and Addendum sets.

1 ADD 2 HOT DIPPED GALVANIZED, CAL OSHA COMPLIENT FIXED WORK PLATFORM WITH GRATE FLOOR.

3'-6"

VERIFY EXTENTS WITH WINDOW WASHING VENDOR AND ATTACHMENT WITH STRUCTURAL ENGINEER. ALTERNATING TREAD STAIR 18 ADD 2 A4.04

UPPER ROOF 69' - 4" HOT DIPPED GALVANIZED, CAL OSHA COMPLIENT FIXED WORK PLATFORM WITH GRATE FLOOR.

F.2

3 ADD 2 A6.04

3.4

8 ADD 2 A8.11

F 4 ADD 2 A8.11

4 ADD 2 A8.11

3'-11 1/8"

F.2

UPPER ROOF 69' - 4" 1 ADD 2 A4.04

UPPER ROOF 69' - 4"

HSS "RING FRAME" TO SUPPORT MACHINE ROOMLESS ELEVATOR EQUIPTMENT, SSD. STEEL RING BEAM IN WALL, SSD.

UPPER ROOF 69' - 4"

F 4 ADD 2 A8.11

1'-2"

REMOVABLE ALUMINUM OSHA COMPLIENT WORK SURFACE FOR WINDOW WASHING, VERIFY HSS "RING FRAME" HOIST WASHING DESIGN WITHAT WINDOW BEAM,VENDOR SSD

2 HR FIRE RATED WALL

HSS "RING FRAME" TO SUPPORT MACHINE ROOMLESS GLASS CURTAINELEVATOR WALL, TYPE CW-2: EQUIPTMENT, SSD. EXTERIOR, WEATHER TIGHT, CUSTOM 8'-1 1/4"

1 ADD 2 A4.04

(E) ROOF 55' - 4"

9 ADD 2 A8.11

CONCRETE BEAM AT TOP OF PARAPET

REMOVABLE ALUMINUM OSHA COMPLIENT WORK SURFACE (E) ROOFVERIFY FOR WINDOW WASHING, 55' - WASHING 4" DESIGN WITH WINDOW

2 HR FIRE RATED WALL

4THCURTAIN FLOOR T.O. SLABTYPE CW-2: GLASS WALL, 54' - 7 TIGHT, 3/4" CUSTOM EXTERIOR, WEATHER PATCH PLATE WITH ROD STAND-OFFS SUPPORTED GLAZING (ELEVATOR # 1TOP FLOOR AND SHAFT ROOF).

3/4" LAMINATED GLASS AT 75 DEGREE CANT DIM UP LIGHTS

VENDOR 4TH FLOOR F.F. 54' - 10"

8'-1 1/4"

4TH FLOOR F.F. 4TH FLOOR T.O. SLAB 54' - 7 3/4" 54' - 10"

3/4" LAMINATED GLASS AT 75 DEGREE STEEL CANT RING BEAM IN DIM UP LIGHTS WALL, SSD.

PATCH UPPER PLATE ROOF WITH ROD STAND-OFFS SUPPORTED 69' - 4"GLAZING (ELEVATOR # 1TOP FLOOR AND SHAFT ROOF).

UPPER ROOF 69' - 4"

17'-10 1/8"

2'-0 3/8" 1'-8 7/8" 2'-0 3/8"

2'-0"

1 ADD 2 A4.04

E 17'-10 1/8"

2'-0 3/8" 1'-8 7/8" 2'-0 3/8"

4 ADD 2 A8.11

3'-11 1/8"

2'-0"

3.4 8 ADD 2 A8.11

ALTERNATING TREAD STAIR

1'-2" HSS "RING FRAME" AT HOIST BEAM, SSD

3.2 1 ADD3 2 A4.04 ADD 2 A6.04

VERIFY EXTENTS WITH WINDOW WASHING VENDOR AND ATTACHMENT WITH STRUCTURAL ENGINEER.

3'-6"

3.2

4TH FLOOR F.F. 54' - 10" 4TH FLOOR T.O. SLAB 54' - 7 3/4"

9 ADD 2 A8.11

CONCRETE BEAM AT TOP OF PARAPET (E) ROOF 55' - 4"

(E) ROOF HSS EMBEDED IN THE 55' - 4" BRICK WALL RUNNING 4TH FLOOR FULL HEIGHT,F.F. SSD 4TH FLOOR T.O. SLAB 54' - 7 3/4" 54' - 10"

4TH FLOOR F.F. 54' - 10" 4TH FLOOR T.O. SLAB 54' - 7 3/4"

3RD FLOOR T.O. SLAB 38' - 4 1/8"

3RD FLOOR T.O. SLAB 38' - 4 1/8" HSS EMBEDED IN THE FLOOR (EXISTING) BRICK3RD WALL RUNNING 38' - 0" FULL HEIGHT, SSD

3RD FLOOR T.O. SHEATHING (UMB) 38' - 0 1/8"

3RD FLOOR (EXISTING) 38' - 0"

ADD 2 Upper Elevator G lazing Section 1/2" = 1'-0"

F.3

HSS EMBEDED ON INSIDE OF BRICK WALL AT FLOOR LEVELS, SSD

E 3RD FLOOR T.O. SLAB 38' - 4 1/8"

3RD FLOOR T.O. SLAB 38' - 4 1/8"

3RD FLOOR (EXISTING) 38' - 0"

3RD FLOOR (EXISTING) 38' - 0" EXISTING BRICK

HSS EMBEDED ON INSIDE2ND OF BRICK FLOORWALL T.O. SLAB AT FLOOR LEVELS, 25' SSD- 2 1/8" 2ND FLOOR (EXISTING) 24' - 10"

F.2 3

1/2" = 1'-0"

F.3

2ND FLOOR T.O. SLAB 25' - 2 1/8" 2ND FLOOR (EXISTING) 24' - 10"

F.2

1' 0

2ND FLOOR (EXISTING) - 10"F.F. LOUNGE MEZZANINE24' FLOOR 15' - 5"

1ST FLOOR F.F. 8' - 5 1/8" BACK OF HOUSE MEZZANINE FLOOR F.F. 1ST FLOOR 16' - 4(EXISTING) 3/8" 8' - 3"

3.2 3

OPERABLE PORTION OF OSHA COMPLIENT FIXED RAILING WINDOWFOR WASHING WINDOW PLATFORM, VERIFY EXTENTS WASHING ACCESS WITH WINDOW WASHING VENDOR. FACE OF GLASS BELOW 3'-0"

2ND FLOOR (EXISTING) - 10"F.F. LOUNGE MEZZANINE24' FLOOR 15' - 5"

1'-2"

2ND FLOOR T.O. SHEATHING (UMB) 24' - 10 1/8"

2ND FLOOR T.O.FLOOR SLAB F.F. BACK OF HOUSE MEZZANINE 25' - 2 16' 1/8"- 4 3/8"

2' 0

ADD 2 West Exterior Elevation of Elevator 1

1ST FLOOR F.F. 8' - 5 1/8"

1ST FLOOR (EXISTING) 8' - 3"

3 ADD 2 A4.08

1'-2"

3/8" SEALENT JOINT IN GLASS ROOF TO ALIGN WITH JONTS IN CURTAIN TUBE STEEL HOIST BEAM WALL BELOW - PAINT, COLOR TBD

4 5"

REMOVABLE ALUMINUM OSHA COMPLIENT WORK SURFACE FOR WINDOW WASHING, VERIFY DESIGN WITH WINDOW WASHING VENDOR 5"

ADD 2 South Exterior Elevation of Elevator 1

BASEMENT FLOOR (EXISTING) -3' - 0"

1/4" = 1'-0"

4 ADD 2 Elevator Shaft Roof Plan 1/2" = 1'-0"

TUBE STEEL HOIST BEAM - PAINT, COLOR TBD

5 ADD 2 A

1'-2"

FEET

SCALE

3.4

BASEMENT FLOOR F.F. -6' - 0"

1/16" = 1'-0"

TUBE STEEL BEAMS BELOW, PAINT, COLOR TBD REMOVABLE ALUMINUM OSHA COMPLIENT WORK SURFACE WINDOW WASHING RIGGING BEAMS FOR WINDOW WASHING, VERIFY BELOW, SIZE AND CONFIGURATION DESIGN WITH WINDOW WITH WINDOW WASHING VENDOR WASHING VENDOR AND STRUCTURAL ENGINEER

1'-2"

32'

FEET

4' 2'

1'-2"

1/4" = 1'-0"

1/8" = 16' 1'-0"

SCALE

3.4

BASEMENT FLOOR (EXISTING) -3' - 0"

ADD 2 West Exterior Elevation of Elevator 1

WINDOW WASHING RIGGING BEAMS BELOW, SIZE AND CONFIGURATION WITH WINDOW WASHING VENDOR AND STRUCTURAL ENGINEER OPERABLE PORTION OF SEALENT JOINT IN OSHA 3/8" COMPLIENT GLASS TO ALIGN RAILING FOR ROOF WINDOW WITHACCESS JONTS IN CURTAIN WASHING WALL BELOW FACE OF GLASS BELOW

1/4" = 1'-0"

1ST FLOOR T.O. SHEATHING (UMB) 8' - 3 1/8"

1'-2"

LOUNGE MEZZANINE FLOOR F.F. 15' - 5"

FEET

1/8" = 1'-0"

SCALE

16'

3 ADD 2 A4.08

LOUNGE MEZZANINE FLOOR F.F. 15' - 5"

TUBE STEEL BEAMS BELOW, PAINT, COLOR TBD

3.4 3.2

1'-2"

16' 2' 1'

SCALE

1ST FLOOR T.O. SHEATHING (UMB) 8' - 3 1/8"

1/4" = 1'-0" 8'

FEET

1/4" = 1'-0"

SCALE

EXISTING BRICK

BACK OF HOUSE MEZZANINE 2ND FLOOR T.O.FLOOR SLAB F.F. 25' - 2 16' 1/8"- 4 3/8"

BASEMENT FLOOR F.F. -6' - 0"

4' 0

1/16" = 1'-0"

SCALE

16'

32'

FIXED WINDOW WASHING PLATFORM, VERIFY EXTENTS WITH WINDOW WASHING VENDOR.

3'-0"

2ND FLOOR T.O. SHEATHING (UMB) 24' - 10 1/8"

ADD 2 Upper Elevator G lazing Section

FEET

3RD FLOOR T.O. SHEATHING (UMB) 38' - 0 1/8"

ADD 2 South Exterior Elevation of Elevator 1 1/4" = 1'-0"

ADD 2 Elevator Shaft Roof Plan 1/2" = 1'-0"

1/2"

FME Architecture + Design | Adaptive Reuse - Hospitality

J GLASS FOR PER ADD2

INTERIOR GLASS CURTAIN WALL PER ADD2

6 ADD 5 A4.15

5 ADD 5 A4.15

ADD 5 A4.15 8 12'-0 1/8"

1 ADD 5 A4.15

LANDING

12'-4 1/8"

12'-9 1/4"

11'-8 1/8"

2'-6"

10 5/8"

12'-1 1/4"

7'-4 1/8"

4'-0 3/4"

15 ADD 5 A9.04

1'-0 1/8"

5 1/8"

19 ADD 5 A9.04

9'-11 3/4"

1'-0 1/8"

12'-0"

STEEL STIFFENER PLATES SHOWN DASHED AT LANDING, SSD

17 ADD - A4.24

Stair 1 - Plan at Landing 1/4" = 1'-0"

L 1 ADD 5 A4.15

1 ADD 5 A4.15

GLASS FLOOR PER ADD2

3RD FLOOR T.O. SLAB 38' - 4 1/8"

(E) TIMBER COLUMN BEYOND

OPEN 13 ADD 5 A9.04

ILLUMINATED RAIL @ NORTH SIDE OF STAIR - MATCHING NON ILLUMINATED VERSION @ OPPOSITE SIDE

6 1/2"

ILLUMINATED HAND RAIL, SEE LIGHTING DRAWINGS

3 7/8"

2ND FLOOR T.O. SLAB 25' - 2 1/8" 2ND FLOOR T.O. SHEATHING (UMB) 24' - 10 1/8" 3/4" LAMINATED GLASS GUARD

1'-0 3/4"

OPEN TO BELOW NON-ILLUMINATE HAND RAIL MADE TO MATCH ILLUMINATE RAIL

9'-11 1/8"

1'-0 1/4"

CUSTOM MOUNTING BRACKETSFROM RAIL TO GLASS GUARD

PLATE STEEL BRIDGE PER ADD2 STEEL RODS TO SUPPORT LANDING, SSD.

3 7/8"

2'-0"

OPEN

4'-7"

3 7/8"

Feature Stair - 1st Floor

2'-0"

Axon 3-D Feature Stair 1

2ND FLOOR T.O. SHEATHING (UMB) 24' - 10 1/8"

3 7/8"

2ND FLOOR T.O. SLAB 25' - 2 1/8"

3 3/8"

2ND FLOOR T.O. SHEATHING (UMB) 24' - 10 1/8"

OPEN TO BELOW

4'-9 7/8"

2ND FLOOR T.O. SLAB 25' - 2 1/8"

REET

3RD FLOOR T.O. SHEATHING (UMB) 38' - 0 1/8"

GLASS CURTAIN WALL PER ADD2

STAIR 1 LANDING F.F. 15' - 5" 2'-0" 6'-11 5/8"

OPEN

3 7/8" 1'-4"

1ST FLOOR F.F. 8' - 5 1/8"

7.9% SLOPE

17 ADD 5 A9.04

EXTEND FLOOR AND FRAMING TO ALIGN WITH RISER AT ADJASCENT STEPS UP

1ST FLOOR T.O. SHEATHING (UMB) 8' - 3 1/8" CUSTOM MOUNTING PLATE FOR HAND RAIL

STAIR 1 LANDING F.F. 15' - 5"

2'-4"

SERVICE BUILDING FIRST FLOOR 7' - 6" FINSH CEILING, SEE IDD ALIGN

11'-0 3/8"

3 7/8"

2'-0"

10'-1 3/8"

3/4" = 1'-0"

Feature Stair - Typical

3/4" = 1'-0"

Stair 1 - First Floor Plan

10 ADD 5 A4.15

5 ADD 5 A4.15

3RD FLOOR T.O. SLAB 38' - 4 1/8" 3RD FLOOR T.O. SHEATHING (UMB) 38' - 0 1/8"

3RD FLOOR T.O

GLASS WALLS ON EITHER SIDE OF BRIDGE PER ADD2

1/4" = 1'-0"

2'-10 3/4"

6 ADD 5 A4.15

3RD FLOOR T.O. SLAB 38' - 4 1/8" 3RD FLOOR T.O. SHEATHING (UMB) 38' - 0 1/8"

---

STAIR 1 LANDING F.F. 15' - 5"

9'-11 1/8"

9 ADD 5 A9.04

12 ADD 5 A9.04

4 ADD 5 A9.04

GLASS FLOOR PER ADD2

STAIR 1 LANDING F.F. 15' - 5"

15 GLASS CURTAIN WALL PER ADD2 ADD 5 A9.04 STEEL PLATE STRINGER, SSD

1 ADD 5 A4.15

10 ADD 5 A9.04

1ST FLOOR F.F. 8' - 5 1/8" 1ST FLOOR T.O. SHEATHING (UMB) 8' - 3 1/8"

(18) - 11" TREADS

4'-5 5/8"

2 ADD 5 A9.04

(4) - 11" TREADS

ADD ADD 5 A4.15 8

LANDING

1ST FLOOR T.O

VERIFY FINISH FLOOR

COLLECTOR TO RELOCATE

28" HIGH 3/4" THICK DEMOUNTABLE GLASS GUARD TO ALIGN WITH CURTAIN WALL MULLION. HEIGHT TO ALIGN WITH

Sim 4 ADD 5 A9.04

STEEL PLATE OUTRIGGER TO SUPPORT LANDING, SSD

1ST FLOOR F.F. 8' - 5 1/8" 1ST FLOOR T.O. SHEATHING (UMB) 8' - 3 1/8"

4' 2' 8'

16'

1 5/8"

WOOD WINDOW UNDER ADD1

Sim 2 ADD 5 A9.04

11'-0 3/8"

POSTS BEYOND, FABRICATED FROM STEEL PLATE, S.S.D., A.E.S.S WELDS

SCALE

0 32'

2'-0"

2ND FLOOR T.O

STRINGER ANCHORS INTO FLOOR

15 Sim ADD 512 A9.04

19 EQUAL RISERS

ADD 5 A4.15

1/8" = 1'-0"

FEET

(N) MONOLITHIC GLASS WALL

4'-10"

4'-9 7/8"

2'-0"

2ND FLOOR T.O. SHEATHING (UMB) 24' - 10 1/8"

19 ADD 5 A9.04

1 5/8"

6 ADD 5 A4.15

3/4" THK LAMINATED GLASS GUARD IN CONT. SS CLAD ALUM. SHOE

5 ADD 5 A4.15

2ND FLOOR T.O. SLAB 25' - 2 1/8" 9 ADD 5 A4.15

WINDOWS BEYOND PER ADD1

ASSEMBLY WITH IDD

SCALE

1/4" = 1'-0" 16'

FEET

CURTAIN WALL PER ADD2

FINISH CEILING, SEE IDD

18 EQUAL RISERS

2ND FLOOR T.O. SHEATHING (UMB) 24' - 10 1/8"

ADD 5 A9.04

OPEN TO BELOW

ALIGN

FINISH CEILING SEE IDD

BUILT UP PLATE STRINGER BASEMENT FLOOR (EXISTING) -3' - 0"

BASEMENT FLOOR F.F.

3 7/8"

BASEMENT FLOOR (EXISTING) -3' - 0"

BASEMENT FLOOR F.F.

2'-10 3/4"

FEET

2ND FLOOR T.O. SLAB 25' - 2 1/8"

(11) - 11" TREADS

LANDING

5 EQUAL RISERS

12'-0 1/8"

STL PLATE BRIDGE PER ADD2

(17) - 11" TREADS

3'-2 7/8"

1/4" = 1'-0"

1 ADD 5 A4.15

BASEMENT FLOOR F.F. -6' - 0"

STAIR # 1 - VERTIC AL C IRC ULATIO N - ELEVATIO N

6'-11 7/8"

Feature Stair - Enlarged Section at Landing

12 EQUAL RISERS

BASEMENT FLOOR (EXISTING) -3' - 0"

STEEL POSTS FABRICATED FROM PLATE STEEL, SSD

12 ADD 5 A9.04

Sim

1 ADD 5 A9.04

Architectural Artifacts Interdisciplinary work is equally as important to developing my understanding of design as my architectural studios. The following is a collection of creative studies I have completed in a variety of mediums.

Emblematic Object | Summer 2008 Professor Vincent Sansalone & Melanie Swick Location Cincinnati, Ohio Methods Hand Drawing, Plaster, Laser Cutting

Overview: This project was born from individual analysis of a building, and then transformed into a series of emblematic studies that represent that building. These studies consisted of a wooden linear study, an acrylic planar study, and a plaster volumetric study. These studies concluded with

a composite emblematic object comprised of a plaster and acrylic model. The final emblematic object acknowledges positive and negative space, transparency, and asymmetry.

Drawing | Spring 2007 Professor Eric Shearer Location Napa, California Methods Live Figure Drawing, Printing, & Still Life

Overview: Before studying architecture at the University of Cincinnati I participated in a number of fine art courses at the college level. These courses include drawing 1&2, mixed media, and life drawing. These courses were important in teaching me to see the world and represent it

through a variety of mediums. These medium include graphite, charcoal, conte, gesso, ink, acrylic paint, oil paint, encaustic wax, and printing techniques.

Iteration | Summer 2008 Professor Vincent Sansalone Location Cincinnati , Ohio Methods Basic Woodshop and Construction

Overview: This project began as a scale model series that iterated throughout the studio of 18 people. We worked in groups of two in order to develop each iteration, then rotated projects. Once this process was complete we collectively chose an iteration to build at full scale. Above are the models

we developed, as well as the final construction. The final construction was created from a module that was assembled and braced with additional members to add density and a random aesthetic. The construction stayed in the courtyard for a year, and was then moved to a local school as an exhibit.

Architectural Studios The work in my studio projects reflects my interests within design. This interest centers around the contrast of the natural and the technological, between the digital and the analog. The following is a selection of work that represents these interests.

Suckerpunch Studio | Spring 2011 Project Length 10 Weeks Professor Stephen Slaughter Program Rapid Prototyping Center & Business Incubator Location Youngstown, Oh Methods Rhino, 3DS Max, Illustrator, After Effects, 3d Printing, Laser Cutting

Overview: This studio began as an exercise in pattern making and resulted in dynamic spaces for innovation. The site, located in Youngstown, OH, was to act as a business incubator and rapid prototyping center; an attempt to establish an east coast silicon valley.

My proposal for this studio resulted in the intersection of 8 instances of the same form, scaled to two different sizes. These shapes were arranged in such a way that three interior courtyards were created, penetrating the interior spaces with light and vegetation. The ends of the shapes were truncated to meet the street, and curtain walls were placed at these sections. The rest of the

skin was treated with two one of two strategies: a scaled light wall designed to let in daylight, remove views, and create a unique interior texture, or punctures in the skin formed by the original pattern created in the early stages of development.

Suckerpunch Studio | Spring 2011

Wellness & Light | Ongoing Project Length Ongoing Professor William Williams & Bob Burnham Program Wellness Center Location Bloomfield Hills, MI Methods Rhino, Revit, Photoshop, & Illustrator

Overview: The following pages represent the studio project I am currently still developing. The proposal is for a wellness center on the campus of the Cranbrook Academy in Bloomfield Hills, Michigan. My proposal is centered around the act of meditating and the experience of leaving the ground. For this studio I wanted to create a unique

experience of light by surrounding the user with light from both the sky and the ground. The project also works to touch the site lightly as to cause as little permanent disturbance to the surrounding wood as possible. This project has developed into a truss that bridges across the woods, allowing the building to float across the landscape and to accomplish a sensitive response to the site. As I continue

to develop this project, the quality of introverted versus extroverted has driven the nature of space and the relationships of program.

Wellness & Light | Ongoing

2015 Milan World Expo | Spring 2011 Project Length 10 Weeks Professor Edson Cabalfin Program United States Pavilion to represent Global Food Production Issues Location Milan, Italy Methods Research Intensive, Sketchup, Photoshop, Illustrator, Hand Sketching.

Overview: In 2015 Milan will be hosting an expo titled â&#x20AC;&#x153;Feeding the Planet, Energy for Life.â&#x20AC;? The goal of this studio was to propose a pavilion to represent the United States. My proposal was born greatly from research. The UN and other political groups have published findings claiming that the population is growing at a rate

we will not be able to feed, and that in order to provide for the future generations improved production of food must be accounted for. In reality however, the amount of food produced currently is enough to feed the population 50100 years from now. Hunger is not an issue of production, but of justice. In response to these findings I created a proposal that acted to connect the countries

as one by creating a series of videos that highlight our similarities. We all have children, we all fall in love, we all need safety and to be able to provide for our families. By focusing on these basic human rights I brought attention to the fact that this problem is one we need to solve together despite our governments and borders, but as global citizens.

2015 Milan World Expo | Spring 2011

EDUCATE: 1. Miniature Pavilion to travel to major cities within the United States to share the exhibit and educate the public. 2. Modular construction, designed for easy reassembly. 3. All components fit within restraints of a single shipping container. RECYCLE: 1. Material to be sourced locally in Milan. 2. Wooden shading devices will be recycled for future construction locally.

REGENERATE: 1. Earth rammed walls to be constructed out of earth from pavilion site, adjacent sites, and if necessary sites locally in Milan. 2. All pavement is a porous gravel. 3. Vegetation to be planted with local wildflowers. 4. To be composted on site post-exposition, regenerating the site for future planting.

Thank You Jessica Hunter Masters of Architecture Student 707.815.2829 hunterj5@mail.uc.edu