Architecture Portfolio Work Sample - Westin K Hill by Westin Hill

WESTIN K. HILL

ARCHITECTURE PORTFOLIO UNDERGRADUATE WORK SAMPLE 2014-2019

PROJECTS: THE OREGON SYMPHONY HALL Spring 2019 Terminal Studio Project Professor: Scott Clarke

PORT OF TILLAMOOK BAY MARKET DISTRICT Spring 2018 Final Project Professor: Mark Donofrio

LANE COUNTY TIMBER COURTS Fall 2017 Final Project Professors: Judith Sheine & Mark Donofrio

CONSTRUCTION DETAIL DRAWINGS Various Final Projects 2017-2019 University of Oregon

HAND MEDIA & CRAFT WORKS Various Final Works 2014-2019 University of Oregon

Pg. 3-8

Pg. 9-12

Pg. 13-18

Pg. 19-20

Pg. 21-24

Scanned by CamScanner

O R E G O N SYMPHONY HALL DATE: Spring 2019 Professor: Scott Clarke

SITE CONTEXT MAP:

TRANSPORTATION AND SITE ANALYSIS

Eliot

The Green Loop

Northwest District

Proposed new Bikeway for PDX

Lloyd District Tram Line

11 of 20 Portland Food Distributors located within 8 blocks of site**

SE 2nd Ave.

Existing Rail Car System New Housing Developments

Old town Chinatown

Burnside

Freight Rail Line Union Pacific Railway

Buckman

Goose Hollow

Esplanade

Sunnyside

Eastside Downtown

PORTLAND

A Floating bike path and walkway flanking the willamette river

Hawthorne

Ladd’s Addition

1 A104

A121 2

A121

3 A121

FULL SITE PLAN:

Restaraunts, Bars, Cafes and other Food/Beverage 25+ Locations within a quarter mile radius of site

Food Suppliers/ Distributors

Pearl District

Southwest Hills

This Project proposes a mixture of Housing, Mixed-Use/Commercial, Music Education, and the Symphony Hall to fill the three square block site that exists in the Central East side of Portland just south of the Burnside Bridgehead. However, The main purpose of this project is to design a concert hall complex for the Oregon Symphony, who have long been in need of an upgrade from their current location at the Jordan Schnitzer Hall in downtown Portland, OR. The Jordan Schnizter Concert hall was originally designed as a movie theater so the acoustic properties of this space were not prioritized in their design. The Oregon Symphony is a multi-million dollar internationally recognized musical entity that draws guest artists, conductors and crows alike by the thousands all throughout the year. This project proposes not only a mixture of uses,as stated before, but a new monumental, and yet inviting state of the art concert hall complex that houses three separate concert halls that are held to the highest design standards of acoustically musical performing spaces.

ECONOMIC INTEGRATION

OVERALL VIEW FROM ASH ST. APPROACH:

The Yard 284 units Completed 2016

SE 2nd Ave.

Slate 75 units Completed 2016

SE 2nd Ave.

Aura Burnside 157 Units Completed 2018

SE 2nd Ave.

5 MLK 220 Units Under Construction Element 78 300+ Units Under Construction

SITE 200’ 1000’

SE 2nd Ave.

SE7th d Ave.

SE 6th Ave.

Grand Ave.

MLK Blvd.

SE 3rd Ave.

GENERATIVE PROCESS HAND SKETCHES:

X â&#x20AC;&#x2122;

OVERALL VIEW FROM RIVERFRONT WEST:

OVERALL VIEW FROM EAST:

STRUCTURAL SYSTEMS AXON DIAGRAM:

PROGRAMMATIC AXON: 1/32” = 1’ 00” ROOF MEMBRANE

GLULAM BEAM & GIRDER STRUCTURAL SYSTEM

GLULAM COLUMN STRUCTURAL SYSTEM

CONCERT HALL SHEAR WALL SYSTEM

CURTAIN WALL FACADE ADMINISTRATIVE OFFICE BLOCKS

CONCERT HALL COMPLEX PROGRAM

GRAND HALL 3D SECTION PERSPECTIVE:

Grand Hall

Main Atrium / Lobby

Pre-Concert Talk

Lounge

Recital Hall Symphony Admin. & Ticket Sales Offices BOH/Dressing Parking SE Ankeny Street

OVERALL SYSTEMS SECTION DRAWING:

Mech/ HVAC Plenum

BOH/Practice Rooms/ Conductorâ&#x20AC;&#x2122;s Office

Mech/ HVAC Plenum Mech/ HVAC Room SE Ash Street

Parking SE Pine Street

GRAND HALL INTERIOR VIEW FROM ORCHESTRA:

GRAND HALL INTERIOR VIEW FROM MEZZANINE:

PORT OF TILLAMOOK BAY MARKET DISTRICT Spring 2018 Final Project Professor: Mark Donofrio Despite being the most agriculturally productive area in Oregon, Tillamook still experiences moderately high levels of food insecurity. Tillamookâ&#x20AC;&#x2122;s farmland is primarily devoted to dairy related industry. This has resulted in increased farmland costs which has deterred local fruit and vegetable production. The Port of Tillamook Bay has made it clear in their future land use plan that they want to allow for agriculture related industry on the site. We saw this as an opportunity to not only bring economic activity to the Port, but to also provide facilities for local fruit, vegetable, and fish production with an easily accessible distribution center. This manifested itself into a farmers market district where locals and tourists alike can buyalocally-grown produce and artesian products, taste local cuisine, and learn about sustainable agricultural practices i an on-site Vertical Farm.

FULL SITE PLAN

MARKET DISTRICT FULL STREET SECTION

VERTICAL FARM EXPLODED AXON DRAWING

MARKET DISTRICT SKETCH RENDER

FULL SITE ENERGY CYCLE DIAGRAM

EXPLODED PROGRAM DISTRIBUTION DIAGRAM

VERTICAL FARM INTERIOR RENDER

VERTICAL FARM SECTION PERSPECTIVE RENDER

FARMER’S MARKET FULL STREET SECTION

Pacific City Rockaway Beach

Tillamook

AGRICULTURAL LAND USE DIAGRAM

KEY:

FARMER’S MARKET SKETCH RENDERS

FOOD INSECURITY DIAGRAM

HOSPITAL

AIRPORT

PORT OF ENTRY

TRAIN STATION

SCHOOL

SALMONBERRY TRAIL

MEDIAN INCOME BY LOCATION: $33.8K

$37.6K

$43.7K

$50.3K

$56.3K

$58.3K

$59.4K

TILLAMOOK COUNTY INCOME AND CONTEXT DIAGRAM

FORM GENERATION DIAGRAMS:

Conference

District Attornney 2 Standard Civil CR

Standard Civil CR

1295 SF

Copy

Conference 1

LANE COUNTY TIMBER COURTS

District Attornney

Fall 2017 Final Project Professors Judith Sheine & Mark Donofrio

Lounge

Family Court Admin. 414 SF

State Office

Conference 2

Open Office Non-Jury CR

Non-Jury CR

1297 SF

Standard Civil CR

Light Well

SITE UPLIFT

Light Well

Library

32' - 6"

341 SF

STREET FOOD 510 SF

158 SF

147 SF

Non-Jury CR

State Office

Standard Civil CR

County Clerks

17' - 0"

Lobby Non-Jury CR

Standard Civil CR

Information Desk

This project was a collaborative effort with our community client, Lane County of Oregon, and our team of consultants, which included architects who specialize in courtroom design, building codes, energy analysis, ventilation and daylight strategies, and a professor of civil engineering who specializes in mass timber structural systems. Mass timber is a renewable, locally sourced material, that sequesters carbon, minimizes construction material waste and reduces the need for high carbon impact concrete and steel in the building. One cubic meter of wood sequesters between 500-700 kg of CO2. The materials used in the courthouse would sequester approximately 10,847 metric tons of CO2.

BR 170 SF

5379 SF

Parole & Probation 3653 SF

FULL SITE PLAN

SITE CONTEXT PLAN

BR 164 SF

Police & Civil Records

MAIN ENTRANCE EXTERIOR RENDER

SITE DIVISION

ENTRANCE

PLAZA

ROOF

CONTEXTUAL INTEGRATON DIAGRAMS:

ROOF STRUCTURAL DETAIL Roof Level 42' - 0" Non-Jury CR

Open Office

Arrainment Court

Light Well

Office Level 2 30' - 0" Court Level 1 24' - 0" Office Level 1 18' - 0"

Light Well

807 SF

Standard Civil CR

State Offices

Waiting Area

1463 SF

Open Office Non-Jury CR

Non-Jury CR

Lobby

Ground Level 6' - 0" Street 0' - 0" Basement Level -6' - 0"

Roof Level 42' - 0" Non-Jury CR

Open Office

Arrainment Court

Light Well

807 SF

Standard Civil CR

1463 SF

Open Office Non-Jury CR

Non-Jury CR

Roof Level 42' - 0"

State Offices

Waiting Area

Office Level 2 30' - 0" Court Level 1 24' - 0" Office Level 1 18' - 0"

Lobby

Office Level 2 30' - 0" Court Level 1 24' - 0" Office Level 1 18' - 0"

Standard Civil CR

Lobby

Ground Level 6' - 0" Street 0' - 0" Basement Level -6' - 0"

NORTH SOUTH SECTION DRAWING

Non-Jury CR

Criminal CR

Evidence F REE DO WN LO AD@

F REE

EASTâ&#x20AC;&#x201A; WEST SECTION DRAWING

F REE DO WN LO AD@

F REE

R EV T I CA RS .COM

R EV T I CA RS C . OM

DO WN LO AD@

R EV T I CA RS C . OM

F REE DO WN LO AD@

F REE

R EV T I CA RS C . OM

DO WN LO AD@

R EV T I CA RS C . OM

Ground Level 6' - 0" Street 0' - 0" Basement Level -6' - 0"

WINTER

SEFAIRA ENERGY/DAYLIGHT MODEL AXON:

SEFAIRA ENERGY/DAYLIGHT MODEL OUTPUT : SUMMER

FULL SITE SECTION VENTILATION SCHEME

81.8% GROUND LEVEL PLAN

DAYLIGHT LEVEL

MORE DAYLIGHT

LESS DAYLIGHT

91%

PV ROOF 69% OF THE ROOF IS RESERVED FOR PHOTOVOLTAIC PANELS

DAYLIGHTING 91% OF THE INTERIOR PLAZA IS DAYLIT

COURTROOM LEVEL PLAN

3.44%

LESS DAYLIGHT

69%

100%

DAYLIGHT LEVEL

MORE DAYLIGHT

COMFORT 81.8% OF OCCUPPIED HOURS ARE WITHIN 68-77

VENTILATION 100% OF THE AREA IS NATURALLY VENTILATED

SEFAIRA ENERGY/DAYLIGHT MODEL OUTPUT SPECS:

ATRIUM SPACE INTERIOR RENDER

Standard Civil CR

1272 SF

1222 SF

Non-Jury CR

1203 SF

1356 SF

Judiciary Chambers/Courts 3420 SF

Light/Ventilation Shaft 2941 SF

Standard Civil CR 1328 SF

Non-Jury CR 1577 SF

Standard Civil CR 1309 SF

UP UP

Non-Jury CR

Standard Civil CR

1307 SF

1309 SF

Program Distrobution Key Courtroom Sherifs Operations County | State Operations Public Circulation Private Circulation Detention Circulation

EXPLODED PROGRAM DISTRIBUTION DIAGRAM

DAYLIGHT AND VENTILATION SCHEME DIAGRAMS

FULL BUILDING STRUCTURAL EXPLODED AXON

SEFAIRA ENERGY/DAYLIGHT MODEL PERFORMANCE SPECS: SEMI-CONDITIONED SPACE BASELINE BUILDING

+ LOW-TECH SPACE WRAPS AROUND HIGH-TECH SPACES + 2-3 FLOORS

TYPICAL PUBLIC ORDER AND SAFETY BUILDING ACCORDING TO CBECS

NATURAL VENTILATION/ PV

+ PASSIVE VENTILATION + OPERABLE WINDOW ACTIVATION + 40,000 SQ. FT. PLANNED FOR PV PANEL USE - NIGHT FLUSH WITH MASS TIMBER NOT AS EFFECTIVE

INSULATION & GLAZING

+ BEST PRACTICE INSULATION + HIGH PERFORMANCE WINDOWS

EUI (ENERGY USEEUI INTENSITY (ENERGYkTBU/ft^2/yr) USE INTENSITY kTBU/ft^2/yr)

3 COURTROOM INTERIOR RENDER

MASS TIMBER STRUCTURAL CHAR DIAGRAM

CO2

CO 2

TOTAL VOLUME OF TIMBER USED: 12,064 Cubic Meters.

US & CANADIAN FORESTS PRODUCE THIS IN: 33 Minutes.

TOTAL CARBON SEQUESTERED BY TIMBER USED: 10,847 Cubic

AVOIDED CO2 EMISSIONS: TOTAL POTENTIAL 4,197 Cubic Meters CARBON BENEFIT: 15,044 Cubic Meters.

EQUIVALENT TO: Power for 1,589Homes for full year.

WOODWORKS CARBON CALCULATOR RESOURCE OUTPUT

Roof Detail Drawing:

CONSTRUCTION DETAIL DRAWINGS

Full Wall Section:

3/8" Gypsum board Horizontal Furring Air Barrier Seam Tape 1/2" Plywood 20" Blown Cellulose Roof Assembly R: 76 2x4" Roof Truss 1/2" Plywood Sheathing WRB Standing Seam Metal Roofing

2x4" Truss Framing

---

Tape

Detail

3/8" Gypsum board Horizontal Furring Air Barrier Seam Tape 1/2" Plywood Sheathing, ALL SEAMS TAPED 20" Blown Cellulose Roof Assembly R: 76 2x4" Roof Truss 1/2" Plywood Sheathing WRB Standing Seam Metal Roofing

Metal Flashing

1/2" Wood Trim Wood Siding

PASSIVE HOUSE DETAILS & ENCLOSURES PROJECT

Roof Cavity Vent 5/8" Gypsum Board 2x8" Standard Framing w/ Blown-in Cellulose 1/2" Plywood Sheating, ALL SEAMS TAPED 3" High Density Polyiso Rigid Insulation Vertical Furring WRB Vertical Furring Horizontal Furring Vertical Wood Siding

Roof Cavity Vent 5/8" Gypsum Board 2x8" Standard Framing w/ Blown-in Cellulose 1/2" Plywood Sheating 3" High Density Polyiso Rigid Insulation Vertical Furring WRB Vertical Furring Horizontal Furring Vertical Wood Siding

This section of my portfolio is to showcase my familiarity with complex detail drawings of various types. Recently I took a class called “Passive House Details” where we designed a high performance home in accordance with the building performance standards set by the Passive House Institute in the United States (PHUIS.) The home utilizes double stud framing, double layered insulation, triple pane glass, insulated-slab foundation, and many other techniques to allow the building to perform at an extremely high performance standard. The second half of this section shows the detail drawings I made for my Enclosures class. During this professional detail drawing class we were challenged to create a doublelayered glass facade and create a range of drawings to showcase our design strategies.

Roof Detail 1 1/2" = 1'-0"

Window Selection & Detail Drawing: Window Selection:

5/8" Gypsum Board 2x8" Standard Framing w/ Blown-in Cellulose 1/2" Plywood Sheating 3" High Density Polyiso Rigid Insulation Vertical Furring WRB Vertical Furring Horizontal Furring Vertical Wood Siding Wall Assembly: R 43

---

5 7/8" [149 mm]

SAM

1/2" [13 mm]

4 9/16" [116 mm]

1 7/16"

Insect Screen

[37 mm] 3 3/16" [81 mm]

Tape

Metal Flashing ROUGH OPENING

FRAME HEIGHT

D.L.O.

3 3/16"

Tape

1" Polyiso Insulation

[81 mm] 1 7/16"

Metal Flashing

[37 mm]

Insect Screen

1" Wood Trim 1..5" Trim

Wood Floor Finish 6" Concrete Slab WRB 6" High Density Polyiso Insulation 4" Foundaton Gravel Slab Assembly: R 23

91DFBD

5/8" Gypsum Board 2x8" Standard Framing w/ Blown-in Cellulose 1/2" Plywood Sheating, ALL SEAMS TAPED 3" High Density Polyiso Rigid Insulation Vertical Furring WRB Vertical Furring Horizontal Furring Vertical Wood Siding Wall Assembly: R 43

4" Hgh Density Polyiso Insulation Drainage Board 3" Drain Pipe 3'6" Polyiso Frost Skirt

---

Wall and Window Detail 1 1/2" = 1'-0"

ADV.2

Window Selection Information: Kolbe Ultra Series Ogee Direct Set Model: KKM-K-30-00680-00001 U Factor: 0.17 SHGC: 0.49 VT: 0.43 CR: 58 Double Pane Clear no Lam Gas Fill: Argon Spacer: Stainless Steel Frame: Wood Sash: Wood

Detail Foundation Detail Drawing:

Wood Floor Finish 6" Concrete Slab WRB 6" High Density Polyiso Insulation 4" Foundaton Gravel Slab Assembly: R 23

Full Wall Section 1/2" = 1'-0"

Detail

4" Polyiso Insulation

Kolbe High Performance Pane Window 05/15/18

ULTRA SERIES PUSH-OUT CASEMENT/AWNING - FIXED 4-9/16” JAMB DOUBLE PANE GLASS VERTICAL CROSS SECTION

Foundation 1 1/2" = 1'-0"

4" Hgh Density Polyiso Insulation Drainage Board 3" Drain Pipe 3'6" Polyiso Frost Skirt

Westin Hill Arch 471: Enclosures Project 2: Cycle 1

1' x 5' Alphaton Terra Cotta WRB 1/2" SHEATHING LIGHT GUAGE STEEL FRAME 1/2" SHEATHING AIR BARRIER 3" RIGID INSULATION WRB TERRACOTTA CLADDING

20" x 20" Concrete Cascadia 300 Window

Steel Grate

10" CONCRETE FLOOR STEEL METAL 2" STEEL GRAVITY SUPPORT

SHADING AIR VENTS

INTERIOR SHEATHING LIGHT GUAGE STEEL FRAME 1/2" SHEATHING AIR BARRIER 3" RIGID INSULATION WRB TERRA COTTA CLADDING

CASCADIA 300

GLAZIN

5-Parapet Section 1 1/2" = 1'-0"

Cascadia 300 SA

Metal

SPF Backer

Sloped Sill

Sealan Rigid

1/2" Interior Sheathing 6" Steel Stud Wall 1/2" Plywood Sheathing Liquid Applied Water, Air & Vapor Barrier 3" Rigid Insulation Vertical Furring Strips 1/2" Steel Panel Cladding HSS 2"x2" Vertical Steel Suport Shading Device Rail HSS 2"x2" Vertical Steel Support Catwalk Grate HSS 2"x2" Steel Horizontal HSS 2"x2" Steel Gravity

HSS 2" x 2" Gravity Connection to Floor Slab

Cast in Place Gravity Connection

10" Concrete Floor

HSS 2" x 2" Horizontal Steel

20" x 20" Concrete 20" x 20" Concrete

Sealan

HSS 2" x 2" Steel Support Framing

SPF Backer SAM Embedded Shading

Steel Stud

Cascadia 300 Series

9-Lab Floor Section 1 1/2" = 1'-0"

10" Conrete Floor

Mullion System Supported by HSS Frame Glazin

Section Perspective

HAND MEDIA & CRAFT WORKS : MIXED MEDIA, MODEL MAKING & WOODCRAFT

A showcase of my level of proficiency & use of many types of mixed media, including hand drawn renders using copic multi-liners and brush-tip markers. I am also very fond of making physical models for architectural projects. In contemporary architecture school, physical models seem to be viewed as archaic and are often required but never focused on. I believe that there is something to learn from a hands-on approach when it comes to design and most things in life. I am extremely comfortable with hand tools, electric tools and the wood shop and I love being able to physically manifest my designs and seeing them to fruition - whether itâ&#x20AC;&#x2122;s a Windsor chair or a 1/16â&#x20AC;? scale model of a building.

Scanned by CamScanner

Scanned by CamSca