Joshua Thomas Architecture Portfolio by Josh Thomas

JOSHUA JAMES THOMAS + ARCHITECT

A SERIES OF WORKS ARCHITECTURE | PORTFOLIO

JOSHUA J. THOMAS

ARCHITECT / DESIGNER

CALL ME

ABOUT ME

+1 (1509) 834 - 8774

joshua.thomas@wsu.edu

INTERESTS OUTDOORS

PHOTOGRAPHY

SPORTS

GAMES

FISHING

FOOD

ART

MY AGE CURRENTLY

YEARS IN COLLEGE

WORKSHOPS COMPLETED

INTERNSHIPS

YVCC - Associates Degree WSU- Bachelors of Science Masters of Architecture

WORK

CYCLING

- Surface Structures & Structural Surfaces - Parametric Design Practice Workshop - AECO collaboration and BIM modeling - Revit Construction Documents - Passive Environmental Control Systems - LEED Certified (completed by may 2016)

Freiheit & Ho Architects Architecture Kirkland Wa, 98033 Supervisor : Rick Grimes (425) 827-2100

LoofBurrow Wetch Architects - Internship Summer 2014 - Internship Summer 2015

201-2017

- Architectural Desginer for Freiheit & Ho architects. Extensive experience in cad and constructrion documents. Extensive use of Revit 3d modeling and construction documents. Worked on BOMA for commercial spaces. Took part in a number of as built visits and measurement verification. Extensive work with tenant improvements and technical drawings.

LoofBurrow Wetch Architects Architecture Design Firm, Yakima Wa. 98902 Supervisor : Gary Wetch (509) 457 - 5121

2014-2015

- Design and Promotional Work : Worked extensively on a number of projects from school expansions to athletic facilities, re-roofing projects, YMCA design etc. Worked intensively in colaboration partner construction managment firm. Primarly doing revit design work / Construction Documents / Takeoffs

WSU Fabrication Shops Student Fabricaiton Shops, Pullman Wa. 99163 Supervisor: David Drake (208)-301-4616

2013-2016

Job Duties : Works Extensively with the small shop tools, such as small saws and other model building tools. Extensive use and teaching of the laser cutting maching as well as the 3d printing machines. Some knowledge of CNC machines and other large shop tools. Auto cad, illustrator knowledge needed for job

EDUCATION

INTERNSHIPS

ONLINE

Washington State University Bachelors of Science In Architectural Studies 2011-2015

2011-2015

Washington State University Masters of Architecture 2015-2016

2015-2016

LoofBurrow Wetch Architects Yakima Wa. 98902 Summer 2014 & Summer 2015 LSW Architects (For Graduate Credit WSU) Vancouver Wa. 98660 Summer 2015

2014-2015

2015-2015

Wix http://joshuathomas870.wix.com/architect-por www.facebook.com/josh.thomas.9210

www.twitter.com/JoshuaThom08

Joshua Thomas, Apartment 407 , 324 Central Way, Kirkland Wa. 98033 Cell: +1 (509) 834-8774 Joshua.Thomas@wsu.edu

http://joshuathomas870.wix.com/architect-portfoli-1#!project-page/c1p8

JOSHUA J. THOMAS

ARCHITECT / DESIGNER +1 (1509) 834 - 8774

MY PAST

joshua.thomas@wsu.edu

A Story Of Me 1985

1990

2004

2005

First Drafting Course

My Birth

2006-2007

2008

Advanced Architecture Course

Architectural Studies Eisenhower HighSchool

2010

2015

2016

YVCC Graduation

HighSchool Graduation

Washington State Washington State University Bachelors University Masters Of Architecture Of Science In Architectural Studies

SKILLS DESIGN

SOFTWARE

REFERENCES

CONCEPTS

DIRECTION

TEAMWORK

Adobe Indesign (CC)

Auto Cad

Adobe Illustrator (CC)

Sketchup

Adobe Photoshop (CC)

Grasshopper

Revit

Rhino 5

3ds Max

V-Ray Rendering

Corona Rendering

Revit Rendering

MANAGEMENT

Gary Wetch Principal of Firm LoofBurrow Wetch Architects

George Farewell Owner of Prodigy Construction Prodigy Construction

Neal Thompson Partner at Roger H Newell Roger H Newell Architecture

+1 (509) 457-5121 Yakima Wa. 98902

+1 (509) 280-0419 Pullman Wa. 99163

+1 (260) 462-2073 Seattle Wa.

Chris Masicampo Professor / Architect Grad. Harvard / Prof. WSU

Laura Willet Entomologist / Family Friend Greenway Science Facility

+1 (404) 849-6847 Pullman Wa.

+1 (509) 248-4836 Yakima Wa

Joshua Thomas, Apartment 407, 324 Central Way, Kirkland Wa. 98033 Cell: +1 (509) 834-8774 Joshua.Thomas@wsu.edu

http://joshuathomas870.wix.com/architect-portfoli-1#!project-page/c1p8

JOSHUA JAMES THOMAS + ARCHITECT

Phone: E-Mail: Address: Birthday:

TRAVELS

1+ 509 834 8774 Joshua.Thomas@wsu.edu 324 Central Way Apt. 407 Kirkland Wa, 98033 O3-06-1990

PROJECT INDEX

ARCHITECTURE | PORTFOLIO JOSHUA JAMES THOMAS + ARCHITECT

CONTENTS

iDX - INTEGRATDED STUDY OF CLT HIGH-RISE CONSTRUCTION

FOLD PLATE MUESUM

REPURPOSING SEATTLE - A MULTIPURPOSE STRUCTURE

URBAN-EYES - IDR SMART CITY APPLICATIONS

KINETIC MOVEMENT AND ITS INFLUENCE TO ARCHITECTURAL SYSTEMS

EAST VALLEY HIGH SCHOOL

PHOTOGRAPHY / ART

iDX - INTEGRATED STUDY OF CLT HIGH

PROJECT / DESCRIPT A site centralized in the heart of Seattle, which can be seen from a number of streets from up to 3/4 of a mile away. This site has huge upside potential to be a cornerstone of design, we are pushing the limits with height and building materials, specifically CLT construction in high rise buildings. Through the use of using height as step to gain quintesential views and its location lieing in South Lake Union this growing area still unlike downtown has substancial views avaiable after 40-70â&#x20AC;&#x2122; in height.

H RISE CONSTRUCTION / SEATTLE, wa

TION / GOALS This is a rare occurance in a city growing so fast. Being positioned next to a historic park means it will always have options for views. With this in mind i tried to achieve the most quniticential views, not forgetting that the structure is woodthe most logical decision was to reduce the load as you went vertical. With views in 360 degrees and a reduciton in load as height increases the design of the CLT multipurpose highrise was born

South Lake Union Masterplan Analysis

e x isting s ite

e x isting str e e t co nd it io n s

a djacent site : D e nny pa rk

COMPUTATIONAL DATA GATHERING M o n d ay 8 Am

Traffic: FA s t M o d e r at e Slow

M o n d ay 1 2 p m

Traffic: FA s t M o d e r at e Slow

M o n d ay 8 Pm

Traffic: FA s t M o d e r at e Slow

Cheetah Script

E l k Scri p t

A t t r a c t o r p o i nt b a s e d m a p p i ng

1 2

1 ) N e a r es t wa l k c o m p o nent

- T his part of the Che eta h defi ni ton us es th e nea res t p a t h / wa l k co m p o n en t . T h r o ug h t h e u se o f si m p l e p o i n t t o p o i n t ref er encing. A s w ell as addi ti on al sc ri p t a bov e (a l l w i th i n th e c h eeta h f i l e) t he a d d i t i o n a l scr i p t a b o ve sh o ws u s a scr i p t t ha t st a r t s t o s eper a t e p ath trave l i n t o wal ki n g a nd bi ke us e. Addi ti ona l y a bov e ( i n r ed ) we see t he u se o f t h e wa l k i n g a n d b i k i n g p a t h a n a y l ys is . Th is a ids in f inding o ut whi ch pl o ts a re a cc es s i bl e w i th i n a s p ec i fi ed r a n g e o f d i st a n ce o r t i m e, g i ven a m o d e o f t r a n sp o r t . 4

AT T R A C T O R P O I N T S P I C K E D B Y C E N T R O I D A R E A DEFINTION FOR EACH DISTRICT 1 ) s E AT T L E B A S E D s i te 2) S O U T H L A K E U N I O N 3 ) LO W E R Q U E E N anne 4) B E L LT O W N 5) D O W N T O W N S E AT T L E 6 ) c A P I T O L hI L L dI S T R I C T

this p art of the scri pt i s rea di ng p ol y c entri c di s tri buti o n b a sed o n t h e a t t r a ct o r p o i n t sel ect e d . T h i s b r e a k s t he a r ea up ba s ed on a nu m ber of col or base d l a y ers . Wi th th i s ty p e of s tudy a n u m b er o f r e l a t i o n sh i p b a se d a n a l y si s st ud i es ca n b e d o n e .

G eno-ty pe / Phen o - ty p e P roc es s

MORPHOLOGY

T I O N S TA R T S

LECTION

E BASIC

TYPOLOGY / MORPHOLOGY STUDIES

F LO O R

OBAL

1. B A S E G E O M E T R Y S E C E C T I O N

2 . T R A N S F O R M AT I O N

N I P U L AT E D

AT I O N S :

D MOVE.

CTURE IS A SET

OPTIONS.

RECTILINEAR

Y IS THEN

LLING THE

CTURE

WA L L S TO B E G LO B A L O R

PAT T E R N .

RE IS GIVEN

ON THE GRID

Views to Site from Surronding area

C U S TO M G E O M E T R Y

R OTAT I O N

SCALE FOR ORGIN

MOVEMENT IN X,Y AXI

IDX MASS TIMBER

10 ft 3. G R I D S T R U C T U R E S E L E C I O N

4. S T R U C T U R E

5. FRAME OFFSE T T YPE

60 ft GRID

G LO B A L R A N D O M

FRAM OFFSET

120 ft DIAGRID

LO C A L R A N D O M

CO R E O F F S E T

(UNIFORM

170 ft HEXAGONAL Viewing Range From Site

TYPOLOGY / MORPHOLOGY STUDIES

Creating Site Through Existing Site Connections

TWIST RESPONDS TO VIEWS OF 360 DEGREES

Site Access Option 1 RISING OUT OF THE SITE RESPONDING TO CONTEXT / SCALE CHANGE

HEAVY RESIDENTIAL LIVING

HEAVY COMMERCIAL ATMOSPHERE

Relationship to Exisiting City Condition

Above 70 ‘ (70-200+)

Site Access Option 2

Views to Downtown, Capitol Hill, Mountains, and Puget Sound Become Available

70 ‘ 40 ‘

Views to Lake Union Become Available

Site Access Option 3

Views Over Park Become Available

. St hn Jo

De nn yW ay

Relating Height to Specific View Function

CONNECTION TO TO SEATTLE DISTRICTS

Available Views

Site Access Option 4

DENNY AVE

JOHN STREET

9TH AVE

VERTICAL CIRCULATION

WESTLAKE AVE

Building Composition Process

SHAPE 1 EXTRACTED

ON SITE WATER COLLECTION: STORAGE / REUSE

SHAPE 2 EXTRACTED

WA TER

CO LLE

CTIO NC IST

ERN

Rain Water Collection System For on Site Aquatics Center

TYPOLOGY / MORPHOLOGY STUDIES

CLT HIGHRISE : INTERIOR OPEN OFFICE

ACTIVATION THROUGH EXTERIOR INTERSECTION

CLT HIGHRISE : NIGHT RENDER

9th Ave North

PLANTING ENCLOSURE SPACES PLANTING ENCLOSURE SPACES

Gym / Aquatics Center

John St.

Denny Way

PLANTING ENCLOSURE SPACES

Main Building Tower

WesLake Ave North

Small Office

51 67 SF

Office

45 210 SF

Small Office

52 69 SF

Small Office

53 65 SF

Conference Room 2 Office

Office

57 159 SF

Conference Room

58 348 SF

43 503 SF

55 151 SF

56 149 SF

44 323 SF

Conference Room 1

Office

Main Circulation Lobby

50 701 SF

Storage

46 180 SF

Office

59 158 SF UP

Storage

37 208 SF

Storage

38 101 SF

Office

60 167 SF

Rentable Bussiness Space 1

62 4909 SF

Circulation Lobby

49 Redundant Room

Office

61 200 SF

Rentable Bussiness Space 2

Bathroom

47 1329 SF

39 161 SF

Bathroom

40 91 SF

Conference Room

54 267 SF

Small Office

41 101 SF

Small Office

42 132 SF

Bussiness Floor Plan - Story 6 1" = 10'-0" 4

A.26

North Elevation Copy 1 3/32" = 1'-0"

A.26

UNIT 1 ENLARGED PLAN

134 490 SF

R . EF BATHROOM

133 43 SF

East Elevation Copy 1 1/16" = 1'-0"

REF.

Room 2

139 196 SF UNIT 2 KITCHEN / LIVING

137 537 SF

Lobby and Circulation

128 916 SF

A.26

Bedroom 1

124 120 SF

F. RE

BATHROOM

138 64 SF

2 Bedroom Loft

125 401 SF

Bedroom 1

115 153 SF

2 Bedroom Apartment

116 487 SF

Room

120 771 SF

Bedroom 1

127 132 SF

Room

118 165 SF Room

2 Bedroom Loft

117 150 SF

119 145 SF

126 289 SF

Bedroom 2

20th story floor plan 1/8" = 1'-0"

West Elevation 1/16" = 1'-0"

CLYLOG / 18" SCREW METAL ROOF SHEATING

Leve 50' -

GROWABLE MEDIUM

CLT ROOF 2" RIDGID INSULATION IPE DECKING

A.30 6 A.30 5

Sim

VAPOR BARRIER

CORNER JOINT PLATE BOLT CONNECTIONS FLASHING WITH DRIP EDGE PRESSURE EQUALIZATION OPENING

10" CLT WALL

3 PLY 6" CLT WALL

A.30 3 A.30 3

FLASHING WITH DRIP EDGE PRESSURE EQUALIZATION OPENING

WATERPROOFING WITH EDPM SHEET

Sim

IPE DECKING

METAL PLATE ANCHOR

2" RIDGID INSULATION

4X10 WOOD BLOCKING

NON COMBUSTIBLE CLADDING MECHANICALLY ACNHORED AS REQUIRED WITH OPEN JOINTS DRAINAGE CAVITY FOR BACK VENTING

GROWABLE MEDIUM

MASS TIMBER STRUCTURAL PANEL (NO FRR REQUIRED)

RIGID INSULATION

VERTICAL ATTACHMENT TO BASE

CURTAIN WALL VISION GLASS (DOUBLE OR TRIPLE GLAZED) MULLION

A.30 5 A.30 4

DETAIL TYP. THROUGHOUT FOR CONNECTION BETWEEN FLOORING AND CURTAIN WALL SYSTEM

Sim

WATERPROOFING WITH EDPM SHEET 3 LAYER CLT RIGID INSULATION 10" CLT WALL

DRAINAGE AND PRESSURE EQUALIZATION OPENINGS +DRIP DEDGE

WEEP HOLE

OVERFLOW DRAINAGE PIPE TO CISTERN

4" RIDGID INSULATION

6" CLT WALL

CLT ROOF

VAPOR BARRIER

VISION GLASS (DOUBLE OR TRIPLE GLAZED) MULLION

A.30 1 A.30 2

OVERFLOW DRAINAGE PIPE TO CISTE

Sim

MASS TIMBER STRUCTURAL PANEL (NO FRR REQUIRED)

DRAINAGE AND PRESSURE EQUALIZATION OPENINGS +DRIP DEDGE

WEEP HOLE

CLYLOG / 18" SCREW

WOOD DECKING SLOPED

CURTAIN WALL

WATERPROOFING WITH EDMP SHEET

NOTE: THIS DESIGN RELIES ON THE SLOPE OF THE MATERIALS BELOW THE DECKING TO GUIDE ALL CATCHABLE RAINWATER TOWARDDS VEGITATIVE GROWTH. EXCESS WATER IS DRAIED THROUGH A WEEP HOLE SYSTEM ON EACH SIDE OF VEGITATION WHERE EXCESS WATER COLLECTED IS BROUGHT DOWN TO CISTERNS FOR PURIFICATION AND REDISTRIBUTION ACROSS SITE.

BALCONY DOOR FINISH FLOOR BALCONY (SLOPE WATERPROOFING)

2" RIDGID INSULATION VERTICAL SUPPORTS WITH GLASS GUARD RAIL

1'-0" CLT BEAR WALL

CORNER JOINT PLATE

2X4 WOOD FURRING ANCHOR BOLT W/ PL WASHER

CLT WALL

4X6 PT

5/8" GWB CEILING COVERING

METAL FACIA

BOLT CONNECTIONS

RIDGID INSULATION TYP AROUND EXT. CONDITIONS OF CLT FLOORING

TIE IN FOR CEILING CONNECTION

CONCRETE SLAB. TYP. GROUND CONDITION

NON COMUBSTIBLE CLADDING

CONCRETE SLAB

2X4 WOOD FURRING

STEEL BEAM SUPPORT ACCOUSTICAL SEAL

BOLTED CONNECTION

VAPOR BARRIER

EXTERIOR SOFFIT WITH PREFINISHED PERFORATED VENT

CURTAIN WAILL FACADE (DOUBLE OR TRIPLE GLAZED)

FOUNDATION WALL 1.5" POLYSTYRENE INSULATION

A.30 2 A.30 1

4X6 PT ANCHOR BOLT W/ PL WASHER

FOUNDATION WALL

VAPOR BARRIER DAMP PROOFING

VAPOR BARRIER A.30 2 A.30 1

Sim

THICKNESS / DEPTH OF CUT VARIES BASED ON WALL TYPE. DOORS WILL BE CENTERED IN OPENING. TYP THROUHOUT PROJECT

DAMP PROOFING

1.5" POLYSTYRENE INSULATION

DOWELS TO MATCH VERTICAL WALL REINFORCING CONCRETE FOOTING

3 FOOT DOOR CUTOUT

DOWELS TO MATCH VERTICAL WALL REINFORCING CONCRETE SLAB

DAMP PROOFING

ANCHOR BOLT W/ PL WASHER

1.5" POLYSTYRENE INSULATION

CONCRETE SLAB

TYP. THROUGHOUT FOR WALL OPENINGS. PRECUT OPENINGS DONE OFFSITE

4X6 PT

7 FOOT DOOR CUT OUT

FOUNDATION WALL

Sim

CONCRETE FOOTING

WALL OPENINGS DETAIL 1/2" = 1'-0"

DOWELS TO MATCH VERTICAL WALL REINFORCING

FOUNDATION TO WALL DETAIL 1/2" = 1'-0"

CONCRETE FOOTING

CLT MANUFACTUREING : WOOD MATERIALS & ENGINEERING LABORATORY

THE PANEL

CLT MANUFACTUREING : HYBRID CONNECTION CHALLENGE

CHALLENGE Develop a hybrid connection to avoid requireing excessive sized CLT panels. THIS SHOULD MEET THREE

O WALL CONNECTIONCONSIDERATIONS: CHARRETTE CLT ADJUSTMENTS : HYBRID CONNECTION ATTEMPTING TO FIX RIGIDITY ISSUE 1 Resists Forces

This study done by WSU graduate students constructed CLT members at WSU WMEL. Upon thorough research into the field of CLT design and testing believe that with typical construction methods of CLT (Cross Laminated Timber) members that there is a rapid need for development in regards to field effectiveness of these construction methods. Specifically During seismic events. CLT members while extremely strong overall fail to flex appropriately without snap or terminal error of segments in wall construction. We have designed a “Steel Boot” mechanism that will help aid the longevity of the CLT product. The boot is meant to be the demountable attachment. Meant to avoid the act of contortion during seismic activities. The steel framed boot is meant to bend and give away prior too or during the event of seismic activities. Effectively taking the stress of the contortion away from the member itself. Once the event is done you can safely detach the effected boots and replace them with new ones. Instead of deconstruction of an entire wall to replace one irreparable CLT member. Rather a simple yet effective alternative will increase the longevity of your building w/o sacrificing the many benefits of CLT construction.

2 Constructability

3 Resilient and Accessible to Replace

FOLD PLATE MUESUM

PROJECT / DESCR Through a long process of research and trial and error, a system has been formed through the manipulations of structural elements. Essentially deriving the program from the structure. Quite a backwards way of thinking to most, but in the end it yielded an interesting project that would create quintessential views for the San Francisco Bay Area as well as house the history and materials that make this city what it is. A museum for the people created to enhance knowledge as well as curiosity through design.

/ SAN FRANCISCO, Ca

RIPTION / GOALS Circulatory Edge Movement such as this influenced by the inverse typology of that of the Guggenheim influences movement through line-work. But donâ&#x20AC;&#x2122;t think of this as just a sense of movement, this skin that you can see through, that is framing views, is guiding movement, is allowing light to penetrate into the structures and most important of all is a unified structure not dependent on columns but rather is responsive from its ability to transfer loads in an even fashion.

How it Works WHEN SLOPE OF FOLDS IS 22.6 - 60 DEGREES: Z/A = 0.2 - 0.8

EXTERNALLY APPLIED LOADS

AS B INCREASES, Z/A MUST ALSO INCREASE

THE BASE UNIT FOR A FOLD PLATE step 1

THE BOX

TEST MODEL ONE

DIAGRAM FLAT SLAB

SPLITTING THE BOX

EDGE CONSTRAINTS

CONSTRAINT POINTS RESISTING SHEAR AND BENDING STRESS

THE BASE UNIT FOR A FOLD PLATE step 2

CONNECTING EDGES

HORIZONTAL SPAN

PERSPECTIVE FLAT SLAB

CREATING FORM

FOR

FAILURE WHEN EDGES ARE NOT C

DIAGRA

C - REPRESENTS CONSTRAINTS ON THE FOLD JOINTS

FAILURE POINTS

THE BASE UNIT FOR A FOLD PLATE step 3

RMING ENCLOSURE

3 MAIN CIRCULATION OF FORM

CONSTRAINED

AM FOLD PLATE

A SYSTEM UNFO L DED The Site of this Museum is located in the heart of San Francisco which is one of the major cities on the Western Coast, a city very involved in the architectural movement. This proposed museum site is a structure geometry formed through division of space which resulting in a vertical fold plate structure entirely structural without assistance of internal support. This fold plate system relies on the constraint of the corner to support and distribute its loads evenly, effectively creating a shell structure which allows for large open spaces. Through this line-work we are given an opportunity for unique circulatory paths. Movement through the folds themselves. This topological surface is the ground, a ramp, a continuous gallery, a viewing platform. As the external surfaces folds up and down, different conditions are revealed. Through the use of a single tectonic system, prefabricated concrete allows for this structural process to be both simple and helpful in creating unique spatial conditions. ENTRANCE SHOP CAFE 4 BATHROOMS MENS WOMENS 5 ELEVATOR 6 RECEPTION 7 OFFICES 8 CIRUCLATORY GALLERY / MOVEMENT 9 GALLERY 1 10 GALLERY 2 11 OPEN FLOOR SPACE / GALLERY 12 PUBLIC SPACE

ENTRANCE SHOP CAFE 4 BATHROOMS MENS WOMENS 5 ELEVATOR 6 RECEPTION 7 OFFICES 8 CIRUCLATORY GALLERY / MOVEMENT 9 GALLERY 1 10 GALLERY 2 11 OPEN FLOOR SPACE / GALLERY 12 PUBLIC SPACE

4 7 4 5

7 4

4 12

2 4

3 1

GROUND FLOOR PLAN : OFFICES / RECEPTION / GIFT SHOP / CAFE

FLOOR PLAN LEVEL TWO : AMPHITHEATER / CIRCULATION GALLERY SPACE

VIEW OF SAN-FRANCISCO VALLEY AND THE GOLDEN GATE BRIDGE

VIEW OF SAN-FRANCISCO SKYLINE

PROJECT LOCATION

UTILIZING ELEVATION AND TOPOGRAPHY

DEPLOYMENT OF MASSING ON SITE

ENTRANCE SHOP CAFE 4 BATHROOMS MENS WOMENS 5 ELEVATOR 6 RECEPTION 7 OFFICES 8 CIRUCLATORY GALLERY / MOVEMENT 9 GALLERY 1 10 GALLERY 2 11 OPEN FLOOR SPACE / GALLERY 12 PUBLIC SPACE

ENTRANCE SHOP 3 CAFE 4 BATHROOMS MENS WOMENS 5 ELEVATOR 6 RECEPTION 7 OFFICES 8 CIRUCLATORY GALLERY / MOVEMENT 9 GALLERY 1 10 GALLERY 2 11 OPEN FLOOR SPACE / GALLERY 12 PUBLIC SPACE

9 9

12 11

8 8

FLOOR PLAN LEVEL THREE / FOUR : INTERNAL EXHIBITION SPACE / CIRCULATION GALLERY SPACE

FLOOR PLAN LEVEL FIVE : PUBLIC EVENT SPACE / EXPANDED GALLERY

SPACE / FUNCTION DIAGRAM

SPAC

EE FR

GALLERY SPAC E

AM P

HIT HE

ATE R

GIF T S HO P

AM P

HIT HE

ATE R

OFFICE

ELEVATOR: VERTICAL CIRCULATION WALKING GALLERY CIRCULATION

CIRCULATION DIAGRAM

CIRCULATION FORMS CENTRAL CORE

EXPLODED AXON-E METRIC DRAWING

SECTION ONE

SECTION TWO

RENDERING FROM EXTERIOR LOOKING AT ENTRY

A SYSTE M UN F O LDED : P H YSICA L SECTION M ODE L

SECTION MODEL : PHOTO ONE

SECTION MODEL PHOTO TWO

SECTION MODEL :EXTERIOR FLYBY PERSPECTIVE

SECTION MODEL : INTERIOR CIRCULATION PERSPECTIVE

RE-PURPOSING SEATTLE - A MULTIPUR

PROJECT / DESCR Moss Alley Motors Redesign Proposal. A statement of reuse in materials and space through a multiuse building of residential units, retail spaces, a cafe and home of ADC Architects and their studio space. With Seattle pushing to become a greener city, I decided to replace the parking levels with a community pub which would help to bring income to the area as well as create a social hub for community involvement. An incorporative design idea that in the end hopes to create a stronger unity with community and to respond to both the site and its contextual relationships.

RPOSE STRUCTURE / sEATTLE, WA

RIPTION / GOALS Since this site is a mixed use space, the decision was to bring the architecture firm who this building is commisioned for, to the top story of the design proposal to excentuate both the views of the Seattle area as well as a statement that design does not have to suit just one specification. A design can create an intense connection to both the srroundings through use in materiality and creating a space that the community can partake in.

SEATTLE : NEAR CAPITOL HILL / SEATTLE UNIVERSITY

RECYCLED SHIPPING CONTAINER RESIDENCES

Beaut y in S t r uc t ure Repurposed Wooden trusses, Moss Alley Motors, Current Site Resident

Engineered Structrual Timber 10”x10” Recycled Shipping Containers Dimensions : 15’ x 40 ‘

CLT Structural Spanning Beams 10’x40’

CLT oﬀ Site Prefabrication Units Shipped and Assembled on Site with ease Rear Concrete foundation Support Elevator / Circulation Core ADC Architecture Firm CLT (Cross Laminated Timber) Structural Partition Walls

Structrual Circulation Core /Ground Floor Entrance to Spring St. Pub

Concrete Foundation Wall

SECTION RENDERING LOOKING NORTH

Concrete Structural Circulation / Stair Well

Concrete Columns Support System Load support system for Ground Floor Load Bearing walls

RE-PURPOSING OF ON-SITE MATERIALS

RENDERED VIEW LOOKING AT EXPOSURE OF CORNER CONDITION

PACIFIC NORTH WEST : LUMBER / CLT

SEATTLE : EXCESS SHIPPING CONTAINERS

URBAN-EYES - IDR SMART CITY AP

PROJECT / DESCR Playing upon the dynamic relations between physical place, digital space, and mobile access via smartphones, the mobile informative artworks will highlight the embodied understanding of these hybrid spaces and the social quality of said networked space. Each location will mine social media meta data via text processing to recombine perceptions of location by drawing on elements of sense perception that are both immediately present and then mediated by technology i.e sound, narrative, affect, etc (via URban-Eyes Application)

PPLICATIONS / SPOKANE, WA

RIPTION / GOALS With the introduction of popular social media services, this allows us as designers to have the opportunity to study contemporary visual cultures within urban environments. By analyzing media shared by millions of users today we can understand how people represent themselves. With this project I would like to seek to investigate how digital media and culture allow citizens to engage with, organize around and act upon collective issues and engage in co-creating a new social fabric and built form of the city.

Project Thesis. I would like to propose a framework for an application in addition to traditional planning methods that City Planners could utilize for an emergent urban planning model, where through the use of text processing of Social Media Applications the “city” could leverage this data to embody the socioe m o t i o n a l d i m e n s i o n s o f i t s p o p u l a t i o n . A u s e f u l t o o l t o a i d i n “ U r b a n - E y e s ” i n g y o u r c i t y.

F a i l e d P l a n n i n g I n i t i a t i v e : Tr a d i t i o n a l P l a n n i n g

“ Ta c t i l e / G u e r r i l l a U r b a n i s m ”

This massive example of failure, promotes massive e x p a n s i v e p l a n n i n g f o r C h i n a ’s g r o w i n g p o p u lation, but this is not based on human need but rather based purely on expansion and driven revenue for governm e n t expansion.

T h i s c a t e g o r y o f Po p U p U r b a n i s m i n c l u d e s t e m p o r a r y p l a z a s , t e m p o r a r y g r e e n s p a c e s , a n d o t h e r t e m p o r a r y s t r e e t improvements that expand the pedestrian realm usually into the street space, in temporary ways.

Te m p o r a r y O c c u p i e d S p a c e s

planning planningm ovide ovidenov nov into intothe thesocio-emotional socio-emotionaldimensions dimensionsofofaapopulation; population;we wecons con

model, model, vel el insight insight nsider sider this this

U R B A N-E Y E S

LEVER AGING SOCIAL MEDIA A S A DRIVER FOR URBAN DESIGN ENITITIVES

K E Y W O R D F I N D I N G T H R O U G H T E X T P R O C E S S I N G: -- Tra Transp nspoora rata tatio tionn

-- AAmmeenities nities -- Sa Saffeettyy

4 C ATA G O R I E S F O R W O R D P L A C E M E N T

-- Em Emootio tionnal al AAdje djecctives tives

URBAN.i n s i g h t

leveraging novel insights into the social dimensions of Spokane

URB A NE Y E S:

INSIGHT TO THE CIT Y THROUGH LEVERAGING SOCIAL MEDIA AS A DRIVER FOR URBAN DESIGN ENITITIVES

U U rr bb aa nn M Mee ttaa bb oo lliissm m ss

URBAN - Eyes We We Propose Propose aa framework framework for for an an emergent emergent urban urban planning planning model, model, where where social social metatdata metatdata are are leveraged leveraged to to provide provide novel novel insight insight into into the the socio-emotional socio-emotional dimensions dimensions of of aa population; population; we we consider consider this this insight insight into into urban urban empathy empathy

U R B A N-E Y E S

INSIGHT TO THE CIT Y THROUGH LEVER AGING SOCIAL MEDIA A S A DRIVER FOR URBAN DESIGN ENITITIVES

Joshua Joshua Thomas Thomas AA rrcchhiite te cc ttuurree

U r b a n Me ta b o lism s

URBAN - Eyes We Propose a framework for an emergent urban planning model, where social metatdata are leveraged to provide novel insight into the socio-emotional dimensions of a population; we consider this insight into urban empathy

Joshua Thom as A r c h i te c t u r e

URB A NE Y E S:

INSIGHT TO THE CIT Y THROUGH LEVERAGING SOCIAL MEDIA AS A DRIVER FOR URBAN DESIGN ENITITIVES

Joshua Thomas

urban environments. By analysing media shared by millions of users today we can understand what people around thw orld imagine and create: how people represent U r b a n Me ta b o lism s

METHODOLOGY Making Use of Text Processing of Popular Social Media Sources flickr yelp

DATA

FUNCTION DATA

PARAMETER

D ATA M I N I N G E M O T I O N S Ameni es -

CafĂŠ Public CafĂŠ Restaurant Ice rink Mall Public transporta on Highschool Gonzaga Whitworth Parking Sea ng Cooled space Parks Gas

Posi ve Adjec ve - Storefront - proximity - bar - shop - game - rideshare - schools -Middle School - WSU - Grocery - Parking lots - Shade - waterfall - ac vi es - Sta ons

Transporta ons -

URB A NE Y E S:

Bike / Bicycle Bus Car Train Tram Taxi / cab Plane Boat Park n Ride Ride Share Ferries Ambulance Express Four by four Hybrid Minivan Rapid transit Parking Recrea onal Van Wheelchair

- Pedestrian - tra c - jam - light - signage - occupancy - route - schedule - cost - service sta ons - area - crane - electric - gridlock - junker - motor home -street - passenger - school bus - vehicle - transit

- Civic - food - dive - rockwall - sport - eld - elementary - College - Eastern - Produce - garages - Hea ng - river - outlets - Bike Repair Shop

- Community kitchen - Gameing - Pu ng Green - Sport Court - Outdoor Gathering - Pool - Gym / Fitness - ```Pet care

- auto parts - maintenance - path - lane - gas - highway - street - run/running - drive - mile - exit - construc on - semi - truck - light rail - bus stop - parking lot - police - shu le - wreck -conges on

- strolling - Uber - distance - ride - subway - trolley - gondola (box car) - jogging - carpooling - kayaking - motorcycle - delay - re truck / engine - helicopter - moped - pickup - meters - pickup - SUV - late - proximity

Excited Unique Recharging Rowdy Celebra ng Amazing Cheerful Strong Sunny Social Convenient Interac ve Hang / hangout Pre y Inspiring Success

Safety -

Crime Gangs Brutality Night watch Community Gra Loud Crosswalk Parks Power Towing 24 hour Weapon Zone Suspicion Messy Anxious Awkward Mo on Slippery Lack Bum Failure

- inspira onal - refreshing - renewing - an cipa ng - awesome - brilliant - jolly - warm - res ul - community - deligh ul -useful - tasty - exci ng - foster

- funny - sensa onal - vibrant - delicious - clean - freedom - happy - sparkling - yummy - urban -engaging - support - colorful - growing - achieve

- melancholy - beau ful - amorous - stunning - grateful - mind blowing -unforge able - shimmering - urban -busy

- police -poli cs - mugging - robbery - Dark -visibility - Barrier - signage - Alleyway - Access - Light - The - Threat - Medical - panic - Smelly - Tense - suspicious - narrow - Empty - wasted - unused lot - hate

- cops - homeless - bums - Dirty - Vibrant - surveillance - bu er - tra c - precau on - Availability - awareness - Security - Harm - afraid ` - observa on - S nky - Protec on - detec on - Hea ng - prepared - opporu nity - nothingness

- mugging - racism - enclosed - Openness - unsafe - Scary - zone - public transporta on - Recharging - Communica on - Map - Control - Explosion - tense - transparent - Putrid - danger - sensors - Ice - infrastructure - homeless

INSIGHT TO THE CIT Y THROUGH LEVERAGING SOCIAL MEDIA AS A DRIVER FOR URBAN DESIGN ENITITIVES

processing algorythm that will focus on four over arching catagories

planning mod ovide novel i into the socio-emotional dimensions of a population; we conside

Joshua Thomas A r c h i te c t u r e

del, insight er this

flickr yelp

From the Social Media API source one could capture text/image uploads occurring within a 4 block radius of one of the central point in Downtown Spokane, across numero u s ti m e s p a n s .

flickr yelp

Through analysis of the contextual space of spokane, the conclusion was there was an abudance of Surface Dwelling Parking lots/ Structures which use up a large undeveloped p o r ti o n o f t h e c i t y. I w a n t e d t o f o c u s o n f o s t e r i n g e n g a g m e n t w i t h i n g t h e s e p a r ti c u a l r spaces.

6 4 3 2 1

flickr yelp

E a c h I n d i v i d a u l p o i n t c o n t a i n e d v a l u e s f o r s i x a tt r i b u t e s , o f w h i c h a n u m b e r o f q u a l ti e s c a n b e o b s e r v e d , o f w h i c h i c h o o s e t o f o c u s o n t e x t p r o c e s s i n g o f a fe w s o u r c e s o f d i ti a l m e d i a t o g a i n a b e tt e r o v e r a l l i n s i g h t t o h o w o u r c i ti e s u r b a n s p a c e s e ďŹ&#x20AC;e c t o u r s o c i o e m o ti o n a l c o n n e c ti o n a n d w a y s o f j u s ti f y i n g i m p r o v m e n t b a s e d o n t h e s e ďŹ n d i n g s .

Below are 7 Zones selected based on site condition, size, location, and p r o x i m i t y t o e a c h o t h e r. E a c h zo n e i s r o u g h l y fo u r b l o c k s i n d i a m e t e r

URB A NE Y E S:

INSIGHT TO THE CIT Y THROUGH LEVERAGING SOCIAL MEDIA AS A DRIVER FOR URBAN DESIGN ENITITIVES

U r b a n Me ta b o lism s

Joshua Thomas A r c h i te c t u r e

TYPOLOGY / MORPHOLOGY STUDIES Traditional : Extrapolation Projections That Rely on Assumption of Future Outcome

Assumed Future Outcome

Actual Future Outcome

Social Media Metadata N ow

Available Information Actual Future Outcome

Emergent: Social Models Research, Agent Approximated by Social Media

Assumed Future Outcome

Adaptation

w No

Available Information Emergent Pro-active Solutions Traditonal Projected Assumptions of Future out Comes

Combined Methods: Emergent Models Through Social Media

Each Dot represents An Individual Social Media User (The Lower Bounds) The Circle Around the Dot Represents the Outer Bounds for Which each user is taged via metadata.

Research, Agent Approximated by Social Media

Projected Future Outcomes Assumed Future Outcome

Adaptation

w No

Actual Future Outcome

Available Information

Emergent Pro-active Solutions Traditonal Projected Assumptions of Future out Comes

flickr yelp URBAN-EYES:

A REAL TIME / LIVE FEED SOCIAL MEDIA APPLICATION

URBAN-EYES:

USER SUGGESTIONS

URBAN-EYES:

CITIZEN / USER SUGGESTION GENERATED WORD

URBAN DEVELOPMENT PLANNING

Developer / Owner

Architect

Engineer

D EV E L O P M E NT E X P A N S I O N PRO F I T

Developer Driven Proect BOTTOM UP

EMERGENT

URBAN DEVELOPMENT PLANNING

C IT I Z E N S

Flickr

Twitter

Word Filler ord W Filler ord rW Fille Word Filler

Fill er Fille Wor rW d or Fille rW d Filler ord Word

ACTIVITY

INFORMATION

d Wor Filler ord rW Fille Word Filler Word Filler

ANALYSIS

B A S E D

URBAN-EYES: URBAN-EYES:

CITIZEN / USER SUGGESTION GENERATED WORD CLOUD

COMPRHENSIVE SOCIAL MEDIA WORD CLUSTER

URBAN-EYES:

COMPRHENSIVE USER SUGGESTIONS WORD CLUSTER

Socially Driven Strategic Planning Methods For Pro-Active Development based On Social Need / Expression

Filler Word Filler Word Fille r Fille Word r Wo rd

Word Filler ord rW Fille Word d er Fill r Wor e Fill

E X E C UT I O N

EMOTION

Fille Fille r Wo r W rd Filler ord Fille Word r Wo rd

D CLOUD

TOP DOWN

TRADITIONAL

ROAD MAP: SOCIAL

D E V E L O P M EN T

S O C I A L N E E D S

FOLLOWING MONTHS PROPOSAL MONTHLY SOCIAL MEDIA CLUSTER TOP 3 COMMONLY USED TAG WORDS 1 EMPTY 2 LACK 3 FOOD

MONTHLY URBANEYES SUGGESTIONS CLUSTER TOP 4 COMMONLY USED TAG WORDS 1 COMMUNITY 2 GROCERY 3 FOOD 4 FRESH

IMPLEMENTATION: FARMERS MARKET EVERY FRIDAY OF THE FOLLOWNG MONTH

Proposed Implementation

Citizens / Social Media Users

R E A L-T I M E D ATA

URban-Eyes Suggestions Cloud

COMPREHENSIVE DATA

Combined Clusters Suggest Implementation Direction

COLLECTED

Social Media Sources

flickr yelp

LINK CITIZEN DRIVEN APPROVAL

URban-Eyes

Social Media Word Cloud

LINK CITIZEN TO ITS URBAN PROBLEMS User Suggestions for Improval

?! VISUAL URBAN STRUCTURE

SOCIAL CONDITION

O P E R AT I O N SYSTEMS

Existing Condtions

SOCIAL ACTI V ITIES

I N TA N G I B L E CONNECTION

Gathering Computational Data

Flickr

Analysis / Application Analysis of the available data points reveal novel insight into the socio-emotional dimensions of the c i t y. P r o x i m i t y o f z o n e l o c a t i o n o c c u r r e n c e , a l o n g w i t h the understanding that each zone be affected within its perimeters. Zones broadcast a signal pinging off o f s o c i a l m e d i a u s e r p o s t s . Ta g s , c o m m e n t s , p h o t o s , tweets etc all of it is then gathered and analyzed via text processing. Ultimately via projection at each zone a word cluster or â&#x20AC;&#x153;cloudâ&#x20AC;? is generated, giving a visual connection to the current socio emotional understanding of that zone. Over short periods of time, is constantly being updated as the city goes through its daily process. This ever changing circumstances begins to propose questions as to what is it that this space may need and how do we approach this change. With a perspective not typically available to planning departments. Correlating this data to this qualitative insight further supports the interpretation and connection to the urban pulse, defining an empirical basis for planning decisions across all scales.

Flickr

Tw i t t e r

TYPOLOGY / MORPHOLOGY STUDIES

LOCATION 1 :

LINCOLN AND FIRST

LOCATION 1 : LOCATION

LOCATION

LINCOLN AND FIRST LOCATION 3

LOCATION 3

LOCA

LOCATION 4

flickr yelp

4 Im ple m e n ta tio n:

In f lu e n ce d Vi a W o r d Clo u d

Real W o rld Im ple m e n ta tio ns:

Ta c tical U r b a nis m

LOCATION 5

LOCATION 6

LOCATION 7

KINETIC MOVEMENT AND ITS INFLUENCE TO AR

PROJECT / DESCR

With this project we were exploring the field of ki adaptive design. The goal of this project is to create a sys that can be adaptive with a possible future adaptation in field of design specific to the future of things and how it ca applied to smart city design. The Concept behind the adap sytem â&#x20AC;&#x153;Liner Waveâ&#x20AC;? was derived from the ideas of using elements to create a variety of movement and flexib However, due to the scale of this exploration, it was possible to achieve this aesthetic. The value of this adap system is the ability to create an ever-changing architec element or installation. The impact that this system c have on the future of architecture is cast. it can be seen in potential to incorporate interactive elements into this sys

RCHITECTURAL SYSTEMS / Spokane, wa

RIPTION / GOALS

inetic stem n the an be ptive rigid bility. s not ptive ctural could n the stem.

Having this system allowed it to adapt to a place according to the user or certain unseen conditions As we began the design challenge, we knew the system had to rely on a gear mechanism to move the components and that our material would need to be flexible. In full scale this sytems could be achieve using kerfed wood elements. the goals of this design is to create a fluid wave like motion using flexible material and gear powered mechanisms. Our first mockup allowed us to see the potential in our idea and also the flaws that needed to be worked out. As we moved forward, design malfunctions continued to present themselves--which helped successfully lead us to a final system.

Linear Wave Design Process Ideations

Linear Wave Design

Design Process Ideations

As we b system compon flexible. in our id out. As continue success

s d

Rod attached to smaller internal gear creates linear motion

s Rigid--Flexible

Rigid--Flexible

Rod attached to smaller internal gear creates linear motion

Linear motion on both ends creates wave-like movement Linear motion on both ends creates wave-like movement

to o

3D Axonometric Model View 3D Axonometric Model View

Clos Close up of

Potential for Future Potential for Future

ng kerfed wood he goal of this design is uid, wave-like motion bleDesign material and gear IDR | ADAPTIVE SY Limitations Rod attached to smaller internal echanism. The value of During our exploration we faced many challenges. The limitation of material wascreates an issuelinear in making this model function properly. gear motion system isMDF thegears ability to IDR | ADAPTIVE SYSTEMS Design Generation Limitations The and working parts do not allow the model to move as smoothly as metal possibly could. The issue of precision plays er-changing a large factor in allowing the model to function to its full potential. This is the main limitation we found ourselves struggling with. Linear motion onTh b Rigid--Flexible AsDesign weThis began the design challenge, we knew the During our exploration we faced many challenges. exploration taught us how to take a conceptual idea from paper to prototype to a final system. Generation Limitations creates wave-like m element or installation. system had to rely on a gear mechanism to move the of material was an issue in making this model functio IDR | ADAPTIVE SYSTEMS As we began the design challenge, we knew the During our exploration we faced many challenges. The limitation components and that our material would need to be properly. The MDF gears and working parts do not a that this system could Design Generation system Our had to relymockup on a gearallowed mechanism to move thepotential of material was to anmove issue inasmaking this model function flexible. first us to see the model smoothly as metal possibly could. future of architecture components andalso that ourisflaws material would needthe to MDF gears and parts in doallowing not the mode As weand began the the design challenge, we knew system had toproperly. rely on of a The gear mechanism to move the factor components andallow that the our in our idea that needed tobe be worked precision plays a working large Generation Limitations flexible. first mockup us to see potential as smoothly metal possibly could. The issue beout. seen inOur the potential to would need toallowed be flexible. Our firstthe mockup allowed usmodel to see to the potential in our ideaas and also the flaws that needed towe foun Asmaterial we moved forward, design malfunctions tomove its full potential. This is the main limitation in our idea and also the flaws that needed to be worked of precision plays a large factor in allowing the model to function began the design challenge, we knew the During our exploration we faced many challenges. The limitation be worked out. As themselves--which we moved forward, design malfunctions continued struggling to present themselves--which helped successfully lead us to tak nteractive elements into continued to present helped with. This exploration taught us how out. we design to itswas full potential. This is the this mainmodel limitation we found ourselves had toAs rely onmoved asystem. gearforward, mechanism to malfunctions move the of material an issue in making function to a final successfully lead us to a final system. conceptual idea from paper to prototype to continued to present themselves--which helped struggling with. This exploration taught us how to take a a final sy allowing it to adapt to a nents and that our material would need to be properly. The MDF gears and working parts do not allow the successfully leadallowed us to a final from paper to prototype a finalThe system. . Our firstthe mockup us tosystem. see the potential model conceptual to move asidea smoothly as metal possiblyto could. issue ding to user or certain

dea and also the flaws that needed to be worked we moved forward, design malfunctions ed to present themselves--which helped sfully lead us to a final system.

of precision plays a large factor in allowing the model to function to its full potential. This is the main limitation we found ourselves struggling with. This exploration taught us how to take a conceptual idea from paper to prototype to a final system.

3D Axonometric Model View

ose up of Gear Mechanism

ecture

se up of Gear Mechanism

aGear Mechanism ure

d es Ign r es earc h s tu d I o s

d e s i g n

c o n s t r u c t i o n

Upper and Lower Member Connection

Upper Gear Mechanism

ADAPTIVE SYSTEMS : KINETIC DESIGN PHYSICAL MODEL

ADAPTIVE DESIGN

Design Ideology

DESIGN PROCESS

on both ends ke movement

Design Generation

Close up of Gear Mechanism

Early in the design process we were testing materials that would work well for both conveying a creative aesthetic effect as well as creating a new extension of the idea of creating flexible adaptive spaces with rigid components. We tested many methods of kerfing wood which ultimately brought us to our end design. Kerfed wood strips create a uniquely flexible space allowing for expansion and compression in both the horizontal and vertical. This could represent walls, ceilings, flooring, stairs, etc. Creative flexible components helped us to develop to our finalized design.

Potential for Future Inhabiting Our Spaces

Kerfing Wood : Creating Flexibility with Rigid Components

Final Model

BUILDING DESIGN GENERATION

Connection

Flexibility

Interaction

Engage

DESIGN GOALS Lack of connection/relationship between community and campus Lack of student involvement with campus Lacking university presence outside of educational programs Lack of engaging, creative, and interactive environments

Building Mass Generation

Ground Floor : Layout

2nd Floor: Layout

Roof Terrace

Cafe

Office Space / Exhibition

Ball Room (2)

Conference Rooms

Visitors / Welcome

Outdoor Roof Terrace

Media Lounge

Outdoor Event Center

Concept Diagrams Original FormForm Building

Hinged Window System

Hinged Window Systems

Flexible : Seasonal / Warm Flexible SpacesSpaces :

Flexible Spaces :

- Suggests Warm Weather Conditions - Opportunity to Outdoor Conditions space

- Suggests Colder Weather Conditions - Opportunity for Outdoor Conditioned Space

Site Form Site Form

Flexibility

Flexible Spaces

“More than a mascot or a symbol, the design of a campus and the buildings that form it greatly contribute to a university’s lasting identity.”

Flexible Spaces : Seasonal / Cold

New Bridge Proposal New Bridge Proposal

Building Form FinalFinal Building Form

To create a hub of human connection between students, faculty, visitors, the community and the campus. The connection between data and the visiting center will create a dynamic and exciting environment. This connection will facilitate and inspire new ways to create, learn, work, and socialize.

ADAPTIVE DESIGN SCENARIOS STIMULI

DATA COLLECTION

ADAPTIVE RESPONSE

ADAPTIVE

HUMAN

TRANSLATIONAL RESPONSE

RESPONSIV

ADAPTIVE RESPON

PROXIMITY

MOTION SENSORS

MOTION

CAPACITY SENSORS

DENSITY

SOCIAL

SCALE

MOTION

ELASTICITY

ADAPTIVE RESP

STIMULI

OPENING

DATA COLLECTION

ADAPTIVE RESP

ENVIRONMENT

SUN EXPOSURE

HEAT SENSORS

MOISTURE

HUMIDITY SENSORS

TEMPERATURE

CLOSING

EXPANSION

HUE / TRANSPARENCY

CONDITIONED

ADAPTIVE RESP

TWO WAY ACTUATOR FACADE DETAIL Segmented Wood Members Attached w/High Strength Elastic

E RESPONSE / SCENARIOS

VE SCENARIOS

NSE 1

H1+ H2 = R2,R3,R4

Main Entry Adaptive Facade System

PONSE 2 H1+ H2 + H3 + E1 + E2 = R2,R3,R4,R6, R7,R8

PONSE 3

H3+ H4 + E1+ E2 = R1,R2,R6,R7,R8,

PONSE 4

Data Responsive Entry H3+ H4 + E1+ E3 = R2,R6,R7,

PONSE 5 H4 + E1+ E2 = R1,R2,R6,R8

PONSE 6

H3 + H4 + E3 = R1,R4,R5,R6

Covered Entry

PONSE 7

H1 + H2 + E1 = R2,R3,R4,R5,R7

Responsive Facade Systems

Front: Exterior Circulation And Locations of Entry Expansion / Flexible Spaces

Outdoor Flexible Event Space

Passive Ventilation

CREATIVE CONNECTION METHODS: SITE AS CIRCULATION

South Elevation Site Plan

Potential Site Parking Concept Diagrams

Existing Road Network Site Selection and Available Connection

I n t e g r at e d D e s ig n R e s e a rc h St u di o s

LINEAR WAVE: A Hub for Creating Adaptive Environments

public education addit

PROJECT / DESCR After two summers of internships with the firm Loofburrow Wetch Architects based out of Yakima, WA, I was exposed to a multitude of design challenges from construction documents, to design generation and renderings. This firm, although small allowed me to understand the full role as a designer. This meant researching and proposing design goals and following them through the design phase.

tions / Yakima, WA

RIPTION / GOALS Through working for this firm I have done a fairly wide range of work. From school proposals to athletic facilities, YMCA, and even re-roofing projects. I believe this firm was a good starting point for me as a designer to experience the design world outside of school. Creating a well rounded understanding of the process of professional design as well as generating hours of research into the use of the Revit Design program.

- 2 ADDITIONAL COMPETITION BASEBALL FIELDS W/ CONCESSIONS, BATHROOMS

would be created to meet district needs at the highschool & middleschool levels with a successfull land acqusition. the existing tennis courts would be resurfaced and add lighting. The existing baseball field would have additional upgrades and new parking is proposed at various locations (200+)

sunnyside athletics levy LEVY SUNNYSIDE ATHLETICS

modernization & new additions

- 4 ADDITIONAL COMPETITION SOFTBALL FIELDS - 1 SOCCER FIELD - 200+ additional parking spots

- RE-DESIGN CURRENT BASEBALL FIELD

- celebrated entry into reconfigured soccer/football complex

- NEW TRACK AND FOOTBALL/SOCCER FIELD WITH NEW STADIUM SEATING

2 Side School District in Sunnyside Washington was interested in the idea of expanding its athletics facilities . With an Sunny abundance of land and scattered facilities the city was asking for complex to be created that was both central to the school district and would encompass all recreational sports the city was involved with. The Complex would consist of two full size soccer fields, a practice field, 3 large baseball fields, 8 tennis courts, 4 softball fields and a new Turf football field. With a complex like 1 - RE-DESIGN CURRENT BASEBALL FIELD this6 the city will be able to hold sporting events, and take pride in ability to support and contribute to athletics across the state. - celebrated entry into reconfigured soccer/football complex

- celebrated entry into reconfigured soccer/football complex

1 1

- RE-DESIGN CURRENT BASEBALL FIELD - RE-DESIGN CURRENT BASEBALL FIELD

- RE-DESIGN CURRENT BASEBALL FIELD

AND FOOTBALL/SOCCER FIELD WITH NEW STADIUM SEATING 1 2 - NEW TRACK 2 Beautiful Natural grass baseball fields with ample seating. New Dugouts and landscaping truly help to bring the sense - 2 ADDITIONAL COMPETITION SOCCER FIELDS 3 completeness to this new school facility. Viewing the football field from the perspective of a player. New Seating and entry gates - 2 ADDITIONAL HIGHSCHOOL REGULATION FIELDS 6 2 will provide a sense of entry and allow for large events to be structured and manageable. Turf fields allow of long life and little maintenance. 6

3 3

- NEW TRACK AND FOOTBALL/SOCCER FIELD WITH NEW STADIUM SEATING

4 - 2 ADDITIONAL COMPETITION SOCCER FIELDS - 2 ADDITIONAL HIGHSCHOOL REGULATION FIELDS

- 2 ADDITIONAL COMPETITION BASEBALL FIELDSand W/ the CONCESSIONS, New baseball fields will serve both the community school district BATHROOMS in creating a reliable location for future 4 full sizedTRACK FIELD WITH NEW STADIUM SEATING sporting events. NewAND EntryFOOTBALL/SOCCER and paths provide a sense of circulation through the grounds. New concessions and seating will 2 - NEW 3 provide areas for community members to enjoy the sporting events. - 2 ADDITIONAL COMPETITION BASEBALL FIELDS W/ CONCESSIONS, BATHROOMS

- the and res ble opp wo lev - t be ar b add o (20 w

l b a (

SUNNYSIDE ATHLETICS LEVY SUNNYSIDE ATHLETICS LEVY - 2 ADDITIONAL COMPETITION SOCCER FIELDS - 2 ADDITIONAL HIGHSCHOOL REGULATION FIELDS

- 2 ADDITIONAL COMPETITION SOCCER FIELDS - 2 ADDITIONAL HIGHSCHOOL REGULATION FIELDS

- 2 ADDITIONAL COMPETITION BASEBALL FIELDS W/ CONCESSIONS, BATHROOMS

- the propossed reconfigured athletic levy would replace the existing track and provide a celebrated entry into a sports complex that will share restooms/ concessions for track, football and soccer. New and relocated bleacher assemblies accommodatereconfigured capacity for increased seating - would the propossed athletic levy would replace the existing track opportunities and sporting events. A new baseball and softball complex and provide a celebrated entry into a sports complex that will share would be created to meet district needs at the highschool & middleschool restooms/ concessions for track, football levels with a successfull land acqusition. the existing tennis courts wouldand soccer. New and relocated be resurfaced and add lighting. The existing baseball would have capacity for increased seating bleacher assemblies wouldfield accommodate additional upgrades and new parking isand proposed at various locations opportunities sporting events. A new baseball and softball complex (200+)

SUNNYSIDE ATHLETICS LEVY - 2 ADDITIONAL COMPETITION BASEBALL FIELDS W/ CONCESSIONS, BATHROOMS

SUNNYSIDE ATHLETICS LEVY Full size soccer fields with adjustable seating allowFIELDS for a flexible training field and exhibition locations. - 2 ADDITIONAL COMPETITION SOCCER - 4 ADDITIONAL COMPETITION SOFTBALL FIELDS

- 2 ADDITIONAL HIGHSCHOOL REGULATION FIELDS - 4 ADDITIONAL COMPETITION SOFTBALL FIELDS - 1 SOCCER FIELD - 200+ additional parking spots

- 1 SOCCER FIELD - 200+ additional parking spots

EAST VALLEY HIGH SCHOOL - CONCEPT C MODERNIZATIONS & NEW ADDITIONS East valley high school - concept ARTIST RENDITIONS . SUBJECT TO CHANGE BASED ON DESIGN & BUDGET modernization & new additions

MAIN ENTRANCE

East Valley High-School Concept 3 consisted of trying to create spaces that the students could interact with. Large Public Spaces that celebrate the entry into the school you take pride in going to. Above we see the Main Entry and interior courtyard and auditorium (left to right). Below we are looking into the commons / interior courtyard. This breakout space is an addition that we feel students would enjoy, a meeting space, a common gathering space for both students and faculty to enjoy. Consisting of board formed concrete, corrugate metal, and natural woods this modernization will rejuvenate the school and community.

VO-AG AND CLASSROOMS FROM BACK

WALKWAY - DAY

COMMONS/COURTYARD

WALKWAY - NIGHT

COMMONS/COURTYARD

VO-AG AND CLASSROOMS FROM BACK

3 3

WALKWAY - DAY

4 4

WALKWAY - NIGHT

WALKWAY - DAY

During the day this main procession way allows for seamless connection between building one and two. A skybridge connects the 2nd floors. The raised platform walkway allows for a sense of direction through the campus, connecting the main entry gate to the football field and both buildings. This walk way will allow students to both enjoy there campus as well as bring a sense of direction and flow back to the school

WALKWAY - NIGHT

At night this procession way is well lit accenting the natural woods that the modernization has added. These calm warm tones allow the space to feel both like a school and a park. Accented by landscaping this campus becomes a destination for both students and the community.

EAST VALLEY HIGH SCHOOL - CONCEPT C

MODERNIZATIONS & NEW ADDITIONS ARTIST RENDITIONS. SUBJECT TO CHANGE BASED ON DESIGN & BUDGET

1 WALKWAY - DAY

MAIN ENTRANCE

VO-AG AND CLASSROOMS FROM BACK

WALKWAY - NIGHT

WALKWAY - DAY AERIAL FROM BACK

From the rear of the campus you can see the back courtyard space and the new Vo-AG addition. Here the school can take pride in that its future students can partake in the school districts future en-devours. As we see throughout a consistency of the 3 cladding materials, board formed concrete, corrugated metal, and natural woods. As this is a modernization and addition, much of the structure of building one (left side) existed and remained. So with the addition we felt a fluency through material choice was important.

Above we see an aerial view looking over the new campus. With the addition of building two (right) ad the vo-ag. We have doubled the size of the campus allowing for a large student base. As well we see the new athletics area overlooking the field. Consisting of a new gym facility we feel this will bring pride to the students involved in sports. This modernization will give breath back to the community and give all students a sense of pride withing the school they attend on a daily basis.

COMMONS/COURTYARD

EAST VALLEY HIGH SCHOOL - CONCEPT C

MODERNIZATIONS & NEW ADDITIONS ARTIST RENDITIONS. SUBJECT TO CHANGE BASED ON DESIGN & BUDGET

E NT IAT

PAUL RUMBURG ELEMENTARY ENTIAT ELEMENTARY SCHOOL MODERNIZATION + ADDITIONS. WORK ENTAILED RED LINE CORRECTIONS FOR WALL SECTIONS AND WALL TYPES, AS WELL AS WINDOW AND DOOR TYPES .

SCHOOL DISTRICT

REFLECTIVE GLAZING, REFLECTIVE GLAZING, TYP.TYP. 8' - 8" 8' - 8"

6' - 8"

D R O T A U R G E F R E E R N R O C

N A L P G N I L I E C D E T C E L F E R

8' - 8" 2' - 10"

2' - 10" 3' - 10"

3' - 4"

2' - 0"

8' - 8"

3' - 10" 3' - 4"

2" 5 1/2"

1' - 0"

3' - 0"

1' - 0"

5 1/2"

2' - 10"

3' - 0"

1' - 0"

5 1/2" 3' - 0" 3' - 0"

VWF-G

MDF/*PT-2

BEVEL HARDWD TRIM TO MDF, TYP.

103-2

TREAD DISTANCE 1 A.1

PROVIDE BANISTER HARDWARE AT ALL STAIRWAY HARDWOOD CAPS AT ALL BUILDINGS 1-1/2"X5-1/2" HARDWOOD TRIM, ST. TYP.

FEC RISER HEIGHT

1' - 11 5/8"

BANISTER HARDWARE, TYP.

POLISH EXPOSED SURFACES 3 ROWS BLACK GRANET/ EPOXY ABRASIVE POURED-IN INSERTS INTO SLOTS IN PRECAST

L&S ENGINEERING ASSOCIATES, INC. W 216 PACIFICE AVE., STE 211

MDF/*PT-2

PT-1

HARDWD TRIM, TYP

MDF/*PT-2

E T A L P M U N I M U L T E K S A G L Y N I

REGISTRATION

EXG

E N E R P O E N / WR TE I H K

MDF/*PT-2

611-1

L L A W / E L U D E H C S L

MDF/*PT-2

VWF-G

MOMENTUM CONSULTING LLC 12411 E. SIOUX CIR. SPOKANE, WA 99206 509-953-3056

1/4" = 1'-0"

MDF/*PT-2

CHAMFER CONER OF PRECAST, TYP.

HOLD 1/4" BEVEL OF FF 4", TYP.

MTL SUPPORT, REFER TO STRUCTUAL

PRECAST CONCRETE STAIR TREAD STAIR BAINISTER CAP 1/2" = 1'-0"

12 FRAME &11 *PT DOOR, 1/4" =TYP. 1'-0"1 RE-LIGHT FRAME,

FOOD FACILITIES ENGINEER

Stair-North 106 - South

107-1

1/4" BEVEL AT SEAMS, TYP.

2X HARDWOOD CAP, ST. TYP.

CONCRETE STAIR SPOKANE, TREADWA 99201-0130 509-747-2179 1 1/2" = 1'-0" 1 1/2" = 1'-0"

MDF/*PT-2

MDF/*PT-2 MDF/ MDF/ *PT-2 *PT-2 MDF/*PT-2 SPACED CG6" 7 PAIRS CG OF HARDWARE EQUALLY CG CG 6"

MECHANICAL ENGINEER

SEISMIC JOINT - CORNER WALL, TYP. COLUMN DETAIL PRECAST 6" = 1'-0" 10 11

PT-1

A10.

HOLD 1/4" BEVEL STEEL STAIR STRINGER/ OFF 4", TYP. CHANNEL, PTFFTYP.

RISER HEIGHT

102-1

2' - 0"

3' - 0"

104-1

1/4" = 1'-0"

1-1/2"x 5-1/ WOOD TRI

*PT

CORNER GUARD TO STOP @ TOP OF MDF, TYP.

REINFORCEMENT PER STRUCTURAL MDF/*PT-2 DETAILS. SET IN CONTINUOUS BED OF SILICONE SEALANT ON STRUCTURAL CG PLATE ELECTRICAL ENGINEER CHAMFER CONER OF CONLEY ENGINEERING, INC. TYP. PRECAST, POLISH EXPOSED SURFACES 1433 LAKESIDE COURT, SUITE 100 YAKIMA, WAREFER 98902 MTL SUPPORT, 509-965-9872 TO STRUCTUAL

MDF/*PT-2

STRUCTURAL ENGINEER PACIFIC ENGINEERING & DESIGN 200 S. COLUMBIA , SUITE 300 WENATCHEE, WA 98801 509-662-1161

2' - 0"

4' - 0"

115-1

1' - 11 5/8"

3' - 6"

3' - 0"

1' - 0"

3' - 0"

2' - 10" 3' - 0"

6" 2" 3" 1" 4" 1' - 10" 4"

. S T N E M E R C N I

2' - 10"

R A L U G E R N O M I R T R O F

G N I K C A B D I L O S E D I V O R

1' - 6"

O T R O T C A R T N O C : E T O

. P Y . T P , Y L L T I , S L . L C I S N . O C C N O C

. G N I K C O L B D I L O S 6 X 2

5 1/2"

3' - 0"

1' - 0"

5 1/2"

1' - 0"

3' - 0"

1' - 0"

E M E R C N I R A L U G E R N O M I R T

N. PP Y . T P , Y E T D I , S E D H I C S A H E C K A L E U K A L C U A C

3' - 0"

F D E T O N S A G N I K C A B D I L O S

L A C L I P A Y C I T P , Y N T O , I L N L O U I L M L U M

3' - 0"

R P O T R O T C A R T N O C : E T O N

L L A L W L A N I W A T N I R A U T C R " U 6 C " 6

1' - 0"

. E L U D E H C S L L A W O T R

. G N I K C O L B D I L O S 6 X 2

N I A T N I R A U T C R L U A C T L N A O T Z N I R O O Z I H R O H

3' - 0"

W L L A H F O E D I S Y A W L L A H

S S A S L S G A E L V G I T E C V I E T L C F E L R F E R

3' - 0"

Y L P " 2 / 1 / O D R A O B . P Y G " 8 / 5

E M F E T E M S R E Y T S S T Y N S O T R N F O E R R F O E T R S O M T S U N M I U M N U I L M A U L A

A10.8

. P Y . T P , Y E T D I , S E D H I C S A H E C K A L E U K A L C U A C

D E R D I U E Q R I E U R Q S E A R M S I A H M S I H S

PLATE

WENATCHEE, WA 98801 506-662-1161

Continuous Aluminum Plate

8' - 0" AP-3,TACK

*PT

MDF/*PT-2

MDF/*PT-2 @ ALL WALLS IN ELEVATOR ALCOVE. 1 A.1

SIM

PLAN VIEW

MDF/*PT-2

MDF/*PT-2 CG

CIVIL ENGINEER PACIFIC ENGINEERING & DESIGN

Corridor 107 - South 23

Y R N Y O R S N A O M S A M

MDF/*PT-2

. E L U D E H C S H S I N I F

EPDM Sheet Vapor Barrier Note: Set In Continuous Bead Of Butyl/Rubber Caulk By Others

2' - 0"

BEVEL HARDWD TRIM TO MDF, TYP.

TREAD DISTANCE200 S. COLUMBIA , SUITE 300

POLISH EXPOSED SURFACES

3/4" X 3/4" MTL BAR

1 1/2" = 1'-0"

18a

M O O R O T R E F E R . E S A B " 4

REINFORCEMENT PER STRUCTURAL MDF/*PT-2 DETAILS. SET IN CONTINUOUS BED OF

8 A10.8

VWF

759' - 5"

SECTION

HARDWOOD CHAIR TRIM 1 1/2" = 1'-0" MDF/*PT-2

CONSULTANTS

SILICONE SEALANT ON STRUCTURAL MDF/*PT-2

. P Y T , D A E B R E N R O C L T M

VERTICAL MEMBER

67 - RCP - BULKHEAD DETAIL 1/2" = 1'-0"

PT-1

3/16" X 3/16" MTL CROSS BARS

GUARDRAIL DETAIL 3 COLUMN DETAIL 1" = 101'-0"

3 ROWS BLACK GRANET/ EPOXY ABRASIVE POURED-IN INSERTS INTO SLOTS IN PRECAST

L A C I P Y T , D U T S B M A J

MT HANDRAIL 1 PT, TYP.

MDF/*PT-2, TYP. BEVEL HARDWOOD TRIM TO CG. TYP. EXG. ELEVATOR BEYOND

POLISH EXPOSED SURFACES H1

H S I N I F G N I L I E C R O F N A L P 4" MAX

TILE-B

Corridor 107 - North

1-1/2"X5-51/2" HARDWOOD F.F. ST.TYP TRIM,

NEW RUBBER 1"STAIR X 1" TSTREADS/RISERS

TILE-H TILE-F

CG Architecture Planning TILE-1 1/4" BEVEL STEEL STAIR MDF/*PT-2 HOLD 1/4"STRINGER/ BEVEL OFF Energy Management TYP. TILE TO CON'T ON SIDE FF, 4", TYP. PT TYP. CHANNEL, WALLS TO DOOR FRAME. TS COLUMN 201 W. Yakima Ave. Plastic Plug Kit W/ LAYER GWB, *PT 1/2" *PT Yakima, Washington 98902 Neoprene Weather 22 1/4" = 1'-0" Aluminum Finish: Mill Washer Telephone (509) 457-5121 (7 Per Frame) Continuous Vinyl Gasket Fax (509) 457-6271

4' - 0"

1/4" = 1'-0"

8 TILE-J

1' - 11 TILE-F 5/8"

MDF/*PT-2

Continuous Aluminum Surface Mount Frame

PT-1

. R E T N E P R A C H S I N I F R O R O T C A R T N O C B U S

G N I L I E C D E T C E L F E R

4" MAX

11"

K R O W E S A C Y B D E L L A T S N I F I E T A N I D R O O C

MDF/*PT-2

. S D N R O A I T U A G V R E L E E N R O C

O T R O T C A R T N O C . T U O H G U O R H T S R E N R O C

10"

O T R E F E R

1" X 1" TS HORIZONTAL MEMBER

O T R E F E

S U I D A R D N A S E G D E R E F M A H C : E T O N

1-1/2"X5-51/2" HARDWOOD TRIM, ST.TYP

HARDWOOD TRIM DETAIL 1 1/2" = 1'-0"

8" HONED CMU BLOCK

S E S S E N K C I H T L L A W

MTL PLATE

. " T S 2 1AR NTE . E H R I N H SRE OS L I T I U O I N RD I D W C EN F TA DE D M H NL E N I I C OR A OA OES . TN RT C D . RN DI O M EN " L FI 4 A B E 2 S R. T S N . A D F O N I DN T E ME A T V SF E AO L F E

A10.8

R O F S E P Y T L L A W O T R E F E R

. SM WI ER RT CH S.C LT . HAA . FC IM " 2P YO / TT 1 .G 2E U XGL 2DP 1E #D /SO WUO I NDW EAD TRN S AA 8 F/ 1

TILE-B

*PT STRINGER, TYP.

Stair-North 106 - East

TILE-A

. C . O " 6 1 @ G N I M A R F L L A W

. S T N E M E R C N I

MDF/*PT-2

8" HONED CMU BLOCK

. P Y T , B W G X E P Y T " 8 / 5

R A L U G E R N O M I R T R O F

1' - 11 5/8"

MDF/* PT-2

BASE BID IS PT-1

3 A.26

6 1/2"

*PT., TYP. 10"

TS STAIR COLUMN NEW RUBBER TREADS/RISERS

G N I K C A B D I L O S E D I V O R P

1/4" = 1'-0"

VWF

4' - 0"

. S N O I T A V E L E R O I R E T N I

O T R O T C A R T N O C : E T O N

ME K C. U C A .O"T M.F T N S ML2 I NRR IB1OAI R -NCTMEU TRI E NS H S2 "RF HET LD1O CTI O TAWAN O AW EAMCR E D M DSLT N ISEF OAA RF YE T . NS O CDT G. I FM U O NO IO L"L P4 B D 2 .R OTS OAD NN WE E DTF S AO F

-0' - 1"

NOTE: MDF/*PT-2 @ STAIR IS ALT. BID.

HARDWOOD TRIM DETAIL TERMINATION BAR 6 = 1'-0" 1 1/2" 1 1/2" = 1'-0"

6" X 6" TOP RAIL

2" X 2" TS HORIZONTAL MEMBER

D O O W D

. G N I K C O L B D I L O S 6 X 2

R A B S N W O E I T R A C N S I . M H R . F E T " 2 / 1 2 X 2 1 # / W N E T S A F L N A A C L I P A Y C I T P , Y S T E , D S I S E D H I T S O H B T , O K B L U , K A L C U A C

17a

PT-1

8" 8"

CURTAIN CURTAIN WALL WALL DETAIL DETAIL 3 3 1 1/2" 1 1/2" = 1'-0" = 1'-0"

SECTION

1/4" = 1'-0"

2' - 2 1/2"

4' - 0"

11"

”

11"

BASE BID

8 1 A.18

+2'-8"” 1-1/2" X 5-1/2" HARD (+32") WOOD A.F.F. TYPICAL. (VERIFY W/ INT. ELEV.) TRIM, ST. TYP.

︶

INTERIOR INTERIOR HOLLOW HOLLOW METAL METAL WINDOW WINDOW PT-1 DETAIL DETAIL 2 2 1 1/2" 1 1/2" = 1'-0" = 1'-0"

BANISTER HARDWARE, 2X HARDWOOD, TYP.

770' - 8"

R S ER A P. H S YP E T " PY 2 WT Y D/ T O, N1 D. W A D5 NT O I N RX D WS A ON , " F RM I R2 O SW I / O FR N1 F R OL O S I1 ET F T N US AL O DN I VE T EO EU S A H I LD T V CN EE A O E SI OH V L T TC E E WA L OV RS O E EW DE T D FO NL R I ED N E E WA R F ND EIN RWA

. P E Y D . T P I , Y S N T O . , I A L N L E O U I L M L

T N I O T .T J N S N I EI N O O& . GT O J S J I N D S T E N I T& EO C G O W N I A GJ D O AS T R NT E LD. C W I T N A A NS G D N EO I R LA E N L O D W S I T . G UA N C D S "I N LE D / BE 4 L L O N / I W S 1 G &" AE U O C L G D / I B E 4 DE W/ N S N DL & N AI O1 N O I D UG V I A DE D W S L N O OI DN P NI N I RU RD U XTO A DV W E AN PO AL B O P I XTIRRU EAWPAB

MDF/*PT-2

Stair-North 106 - North

PT-1

3/4" X 3-1/2" HARDWOOD TRIM, ST.

D E S D S E E S C S E E R C

EU T RM N A L A E S P A L

" 4 / 1 " E 4 / D 1 I V E O D I R V P O . R H P S I . N H I S F I N R I O F I R E O I T R X E E T X E

*PT STRINGER

*PT STRINGER, ︶ 6" 6" TYP.

. V E L E . T N I / W Y F I R E V

. E L I . F E O L I R F P O E R M P A E R M F A R F

︶

NOTE: STAIR ALT BID. ︵ MDF/PT*2

TERMINATION BAR FIRE 6 CAULKING 1 1/2" = 1'-0" 1 1/2" = 1'-0"

6 1/2"

. L A C I P Y T . F . F . A " 0 ' 3

E C I F E F C

W O D W N O I D W N D I W N U D O N R U A O Y R L A T Y H L G T I T H G I T

I . O F D/ OL F EM T O L / RO LA O I M AW R U O EE S O QS SEH R A EL S IT AD RC S S E A SL ND I S AC I A RT ON I .A C M . O O "T 2 1

E D I S E D L I L S A L H L A H

T I F T O I T F R O E T I R R E I A R B R T A N B A T T N S A I S T E S I R S E R

︵

TILE-A TILE-B

AM. RAIL

. E L U D E H C S

E M A E R M F A M R F H M H

R E T R A E W T A W

3/4" X 3-1/2" HARDWOOD TRIM, ST. 11"

A10.8

. S R E N R O C D E R E T I M

H C T H O C N T , O R N E , P R A E P P G A P N I H G S N I A H L S F A L F

. P Y . T P , Y E T D , A E H D S A N H U S S N U S

D N A D N A

S R L. PE AY T N . LT N P A, O YE TS Z TT ND I , S N R OI S O ZL DA I H B NF R I OL H BR O H C N A

L A C L I P A Y C I T P , Y S T E , D S I S E D H I T S O H B T , O K B L U , K A L C U A C

L L I S L L R I E S D R N E U D P N I U L S P I O L T S R O E T I R R E I A R B R A B

T A T E S D N A L I A N D N I L B . S D N E F O

T N A T T N S A I S T E S I R S E R

BASE BID: PT-1

TYP. 4' - 0"

MTL HANDRAIL PT, TYP. 12

MDF/* PT-2

" 2 1 N I H T I W D N A . C . O " 4 2 T A N E T S A F

T. S ND AA LE A EH SR PE AN LE T RS OA 0F 4R SE V O

R E T R A E W T A F W O T F E O E T H E S E S H I S H T S I H T

MDF/*PT-2

S E P Y T L L A W R O F S N A L P O T R E F E R : E T O N

. S E . P S Y E T P L Y L T A L W L A H W T I W H T I W

. W O . D W N O I D W N I G W N I T G T N E I T S T O E T S R O O T I R P O I R P

E C A F R U S F O O R F F O

MDF/*PT-2

. SM WI ER RT . L CH A SC .T C H I A . P Y FM T " O 2T . 1 / E G 3G U D XL E 2 P S 1D U #O I D / WO A R NW ED TN 8 SA / A 1 F

S E S S S E E S N S K E C N I H K T C I L H L T A L W L A Y F W I R Y E F I V R E V

T N A T L N A A E L S A H E T S I W H T R I W E T R E E M T I E R M E I P R E P

K C. OT LN BO RC E TL AA WE S

Y C N N11" O AI PT UA CR CA OP E @S

A10.8

︵ +2'-8"” (+32") A.F.F. TYPICAL. (VERIFY W/ INT. ELEV.)

1-1/2"x5-1/2" HARDWOOD TRIM, TYP.

. O . N . U S N A L P

: E T : O E N T O N

W O D W N O I D W N E I W R I T E N R I E T L N A E E L S A , E L L S I , S L L I S

R A B N O I T A N I M R E T M U M I N I M " 2 1 M E T S Y S F O O R

R E I T T S A C

H S I N I F M O O R D N A S N O I T A V E L E

W O D W N O I D W N T I A W R T E A P R A E P P G A N P I D G L N I U D B L I U B

E D I S . A DE O RT RN EA KL CA AE BS P A L ︶

E R P R O L L A W

R O I R E T N I H T I W H S I N I F Y F I R E V

R E V R O E R V E O P R A E P P G A N P I H G S N I A H L S F A L F

D E R I U Q E R S A R O . C . O " 2 1

BANISTER HARDWARE 2X HARDWOOD, TYP.

*PT STRINGER

TIONS

D R A U G R E N R O C & S N O I T A V E L E R O I R E T N I R E P S T H G I E H

. T N I A P / C I R B A F L A C I T S U O C A / F W V

L L I S L L D I N S A D R N E A P R A E P P G A P N I H G S N I A H L S F A L F

4' - 0"

BASE

ALTERNATE BID #3: MDF/*PT-2 @ STAIR (INDICATED)

2-1/2" X 2-1/2" TS VERTICAL MEMBER

. S E V O C L A & S R E N R O C

S E P Y T L L A W R O F S N A L P O T R E F E R : E T O N

B M A B J M F A O J D F N O E D R N E W R O E L W P O I L S P I L S

1-1/2" X 5-1/2" HARD WOOD TRIM, ST. TYP.

A10.8

︵

8" 8"

” - 8" 778'

SIM

784' - 0"

A10.8 *PT SIM STRINGER, TYP.

1-1/2" X 5-1/2" HARD WOOD 30" 30"TRIM, ST. TYP.

8 A10.8

BASE

BANISTER HARDWARE,

2X HARDWOOD, TYP. SEMI-RECESSED FIRE EXTINGUISHER CABINET MDF/* (F.E.C) PT-2 CORNER 1 31/2" = 1'-0" GUARD DETAILS 1" = 1'-0" 8

*PT STRINGER

R ORY ECN RI N OMTL T HANDRAIL O A O︶ I *PT., TP TTYP. LSU FACA R , C L CA LEOP AR E WP@S

MDF/*PT-2

Stair-North 106 - North 17

R E O D I R S T E U T N O I L O L T A R @ E F S E D R . A N U O G I T R C E E N N R N O O C C : E T O N

. O . N . U S N A L P

. N I M . N " I 3 M Y " L 3 L Y A L T L N A O T Z N I R O O Z I H R O H

S R E N E T S A F R O H C N A . OL TL LA AW E SE TH A NT A N L I A A T E N S I E A R M I F O D T E V O R P P A MDF/*PT-2

. C . E . F T A L I A R F O S D N E K L U A C / L E V E B

& S N O I T A V E L E R O I R E T N I R E P S T H G I E H

R E I R R E I A R B R P A A B L P 0 A 6 L X 0 E 6 T X E T

. TS N AD LA AE EH S RG P EN A NI K L EL TU RS OA A 0 FC 4 E R S ED VA OR G T N I A P PT-1

TYPICAL TYPICAL INSTALLATION INSTALLATION DETAIL DETAIL 1 1 11" 1/2"1/2" = 1'-0" = 1'-0"

D R A U G R E N R O C

. S E V O C L A & S R E N R O C

GUARD DETAILSTYP. TYPICAL SOFFIT DETAIL 1" = 1'-0" 4' - 0" 2 1 1/2" = 1'-0"

O B M O U B J M R U E J P R U E S P S U R S E S Y R A E L Y O A L W T O W T

4' - 0"

︶

4' - 0"

1-1/2" X 5-1/2" HARD WOOD TRIM, ST. TYP.

1-1/2" X 5-1/2" HARD WOOD CORNER TRIM, ST. TYP. 3

1-1/2"x5-1/2" HARDWOOD TRIM, TYP.

. S R U C C O E R E H W

D N O Y E B ︵

E D I S T U O L L A @ S D R A U G R E N R O C : E T O N

G N I H G T N I A H E T H A S E D H O S O D W O Y O L W P Y L P

MDF/*PT-2

*PT STRINGER

MDF/*PT-2

︵

G N I K C O L B / N O I T C PE YT TO ,R D UP TL SL A BW M AL I JA R R I A H C

. P Y T , D A E B R E N R O C L T M

L I A T E D T I F F O S L A C I P Y T

MDF/*PT-2

︵

INTERIOR INTERIOR ALUMINUM ALUMINUM WINDOWS WINDOWS

INTERIOR HOLLOW METAL WINDOWS INTERIOR HOLLOW METAL WINDOWS

N A L P G N I L I E C D E T C E L F E R

P Y T D , A D E U B T R S E B N M R A O J C L T M

. P Y T 6" MINIMUM, 6" MINIMUM, TYP.TYP.

1-1/2" X 5-1/2" HARD-

6" MINIMUM, 6" MINIMUM, TYP.TYP.

TYPE B

BANISTER HARDWARE 2X HARDWOOD, TYP.

TYP.

TYPICAL SOFFIT DETAIL WOOD TRIM, ST. 2 TYPICAL SOFFIT DETAIL 1 1/2" = 1'-0"TYP. 1 1 1/2" = 1'-0"

2' - 0"

INTERIOR INTERIOR HOLLOW HOLLOW METAL METAL WINDOWS WINDOWS

TYPE B

1-1/2"x5-1/2" HARDWOOD TRIM, TYP.

4' - 0"

PT-1

4' - 0"

4' - 0" 3' - 2"

H S I N I F G N I L I E C O R T O R F E N F A E L R P

SEE REFLECTED CEILING PLAN

D A E B R E N R O C L T M

F O M T OI TF TF OO BS

SEE REFLECTED CEILING PLAN WINDOW WINDOW TYPES TYPES 1/4"1/4" = 1'-0" = 1'-0"

TYPE A

3' - 2"

3' - 6"

. C . O " 6 1 @ S D U T S L T M

EXTERIOR EXTERIOR ALUMINUM ALUMINUM WINDOWS WINDOWS

JOSH THOMAS

4' - 0"

2' - 0"

4' - 4"

2' - 10"

3' - 4"

3' - 4" 6

G N I L I E C D E T C E L F E R

VARIES

4' - 4"

8' - 8"

3' - 10"

4' - 8" 2' - 6"

2' - 9"

3' - 10"

2' - 0" 2' - 10"

2' - 0" 17' - 4"

17' - 4"

2' - 10"

12' - 0"

12' - 0" 4' - 8"

4' - 2"

2' - 5"

2' - 6"

2' - 8"

2" 2" 1' - 3" 2" 2" 1' - 3"

4' - 2"

6' - 9"

7' - 2" 4" 4'

2" 1' - 3" 2"

2' - 9"

2" 2" 1' - 3"

2" 1' - 3"

7' - 4"

2' - 9"2" 1' - 3" 2"

2" 1' - 3"

2' - 9"

2" 1' - 3"

2" 4' - 2" 2"

7' - 4"

7' - 2" 4" 2" 2" 4'

6' - 9"

L L A W O T N R U T E R D E L G N A

R E V O B W G " 8 / 5

3' - 6" 3' - 6"

TOP OF F.E.C. AT 48" A.F.F.

P Y T , D U T S B M A J

N A L P G N I L I E C D E T C E L F E R

REFLECTIVE REFLECTIVE GLAZING, GLAZING, TYP.TYP.

︶

4' - 0" 4' - 0"

O T R E F E R

TYPE A

3' - 0"1' - 4" 1' - 4" 3' - 0"

L L A W O T N R U T E R D E L G N A

︵

4' - 4" 4' - 4"

. N O I T C U R T S N O C

E L B A C I L P P A F I

REFLECTIVE GLAZING, REFLECTIVE GLAZING, TYP.TYP.

. C . O " 6 1 @ S D U T S LO TT M R E F E R

H S I N

︶

R SE EV SO SB E NW KG C" I 8 H / T5 L L A W

FINISH FINISH FLOOR FLOOR

︵

R O F S E P Y T L L A W O T R E F E R

REFLECTIVE GLAZING, REFLECTIVE GLAZING, TYP.TYP.

5' - 0" 5' - 0"

. C N. AO " L6 P1 G N@ I G L I N EI CM DA ER TF L CL E LA FW E R

2" 1' - 3"

REFLECTIVE REFLECTIVE GLAZING, GLAZING, TYPTYP

. P Y T , B W G X E P O Y T T R " E 8 / F 5 E R

R .O C F . OS "E

2' - 9"2" 1' - 3"

2"3' 2"3' - 5" -2"5" 2"

VARIES

REFER TO REFLECTED CEILING PLANS

M A E B L A R U T C U R T S

2' - 9"

3' - 9" 3' - 9"

L L A W O T N R U T E R D . E E L P G Y N T A L L A W R O F E L U D E H C S

2" 2"

D R A U G R E H NNO G ORT IR UT O O ACO I LR RL YA P F T . I R RSF EN IM VD . H N T .AI CGW . E NS . I T F N N EE TPM EOE N R I I B U A Q C E R

4' - 9" 4' - 9"

3' - 6" 3' - 6"

R E H S I U G N I T X E E R I F D E S S E C E R I M E S

2" 2"

P Y T , D U T S B M A J

︶

2" 2"

3' - 5" 3' - 5"

3' - 0" 3' - 0"1' - 4" 1' - 4"

D R A U G R E N R O C

E L B A C I L P P A F I

︵

2" 2"

REFLECTIVE REFLECTIVE GLAZING, GLAZING, TYP.TYP. 1' - 4"3' - 0" 3' - 0" 1' - 4"

REFLECTIVE REFLECTIVE GLAZING, GLAZING, TYP.TYP.

8' - 8" 8' - 8" 1' - 4" 1' - 4"3' - 0" 3' - 0"

5' - 1" 5' - 1"

E P Y T L L A W D N A N A L P R O O L F O T R E F E R

L L A W O T N R U T E R D E L G N A

REFLECTIVE GLAZING, TYP.TYP. REFLECTIVE GLAZING,

3' - 9" 3' - 9"

3' - 2"

2' - 0" 4' - 8"

3' - 0" 3' - 0"1' - 4" 1' - 4"

6' - 8"

2' - 0" 4' - 8"

1' - 4" 1' - 4"3' - 0" 3' - 0"

0099 0375 0148

016

PROMOTIONAL DESIGN HOURS

060

MISCELLANEOUS HOURS

024

1 A6.1

CONSTRUCTION DOCUMENTS HOURS

1 A6.1

MTL CAP FLASHING, TYP.

Architecture Planning Energy Management 30" MIN.

ROOF LEVEL ROOF LEVEL 34' - 6" 34' - 6"

CANT STRIP 6' - 8"

ROOF LEVEL 34' - 6" FORMED MTL WALL PANELS

INISH FLOOR CONC. DECK STRUCTURAL ASSEMBLY SOFFIT, TYP.

WALL FINISH NEW PLYWOOD EXG. WALL SHEATHING 1/2" 5/8" GWB EXG. STUD WALL ASSEMBLY BATT INSUALTION (FULL DEPTH)

SUN SHADE, TYP.

FINISH FLOOR CONC. DECK STRUCTURAL ASSEMBLY

12' - 8"

+/- 1' - 6" MIN

TYPE-1 ROOFING R-38 RIDGID INSULATION NEW ROOF STRUCTURE

UPPER UPPER LEVEL LEVEL CONC. CAP 19' - 6" 19' - 6"

ROOF LEVEL 34' - 6" NEW 1/2" PLYWOOD SHEATHING

ALTERNATE BID #1: COFFERED CEILING, INDICATED. BASE BID: EXPOSED STRUCTURE, DECK, M&E, PT., TYP.

ELECTRICAL ENGINEER CONLEY ENGINEERING, INC. 1433 LAKESIDE COURT, SUITE 100 YAKIMA, WA 98902 509-965-9872

NEW PLYWOOD SHEATHING 1/2"28' - 3"

ALTERNATE BID #1: COFFERED CEILING, INDICATED. BASE BID: EXPOSED STRUCTURE, DECK, M&E, PT., TYP.

5/8" GWB 1/2" PLYWOOD 3-1/2" MTL STUD FULL DEPTH BATT INSULATION CMU WALL ASSEMBLY WALL FINISH EXG. WALL

GLAZED ALUMINUM WINDOW WALL ASSEMBLY

MOMENTUM CONSULTING LLC FLOOR FINISH 12411 E. SIOUX CIR. CONC. DECK SPOKANE, WA 99206 STRUCTURAL ASSEMBLY 509-953-3056 22' - 8" FINISH FLOOR EXG. DECK EXG. STRUCTURE FULL DEPTH BATT INSULATION CONC. CAP, TYP. FSK- BARRIER

ACOUSTICAL CEILING

A6.1

CONC. SILL TYPE-1 ROOFING R-38 RIDGID INSULATION MTL DECK STRUCTURAL ASSEMBLY

ACOUSTICAL PANEL, REFER TO ELEVATIONS

L1.5 13' - 8" 18' - 2"

DUCT PENETRATION ACOUSTICAL CEILING MTL "L"

MILESTONES DATE

SOFFIT, PT, TYP.

GLASED ALUMINUM CURTAIN WALL ASSEMBLY

FINISH FLOOR 5" CONC. SLAB COMPACTED BASE

MAIN LEVEL 6' - 2"

OWNER FURNISHED EXG. DISPLAY CASE

UPPER LEVEL 19' - 6"

UPPER LEVEL 19' -FSK 6" BARRIER

18' - 2"

MAIN LEVEL MAIN LEVEL 6' - 2" 6' - 2"

EXG. WALL ASSEMBLY

619

A10.8 PAUL RUMBURG FINISH FLOOR EXG. DECK 2' - 0" ELEMENTARY EXG AREA SEPERATIONEXG. STRUCTURE FULL DEPTH BATT INSULATION WALL MODERNIZATION & FSK- BARRIER ADDITION 2650 Entiat Way, Entiat, WA 98822

MAIN LEVEL 6' - 2"

2' - 0"

MAIN LEVEL 6' - 2"

MAIN LEVEL 6' - 2" MAIN LEVEL 6' - 2"

Wall Section Wall Section 6 5 5 3/8" =3/8" 1'-0" = 1'-0"

FINISH 5" CO COMP

PA EL M AD

265 FINISH FLOOR 5" CONC. SLAB COMPACTED BASE

SHEET TITLE

WALL SECTIONS

App

N. ELEM ENTRY -0' - 1"

5/8" GWB 3-1/2" MTL STUD FULL DEPTH BATT INSULATION EXG. WALL ASSEMBLY

13035

7/8/14

Project No.

C:\Users\Intern2\Documents\13035-Entiat Elementary_Intern2.rvt

Date

BEP

5/8" GWB 3-1/2" MTL STUD FULL DEPTH BATT INSULATION EXG. CONC. WALL

LOWER LEVEL -5' - 1"

Drawn

GAW

App

N. ELEM ENTRY -0' - 1"

130

Proj

C:\ Ele

Data

Draw

Checked

Wall Section 4 3/8" = 1'-0"

A10.8 EXG AREA SEPERATION WALL

Data File

12 SP 50

FSK BARRIER

N. ELEM ENTRY -0' - 1"

T.O. FOOTING -7' - 1"

L& W SP 50

FINISH FLOOR CMUEXG. COLUMN DECK EXG. STRUCTURE FULL DEPTH BATT INSULATION FSK-BARRIER

OFOI EXG. DISPLAY CASE FINISH FLOOR 5" CONC. SLAB COMPACTED BASE 10

GAW

LOWER LEVEL -5' - 1"

CORRIDOR

Approved for the Owner

5/8" GWB 3-1/2" MTL STUD FULL DEPTH BATT INSULATION EXG. CONC. WALL

YA 50

5/8" SIMGWB 9 EXG. STUD WALL ASSEMBLY A10.8 BATT INSULATION FULL DEPTH

BEP

MAIN LEVEL 6' - 2"

1/2" PLYWO 3-1/2" MTLEL S CO FULL DEPTH 14A CMU WALL

ACOUSTICAL CEILING

L1.5 13' - 8"

Appoved for the Owner

5/8" GWB 3-1/2" MTL STUD FULL DEPTH BATT INSULATION EXG. WALL ASSEMBLY

ST PA 20 W 5/8" GWB 50

18' - 2"

SIM

OFOI EXG. DISPLAY CASE

PROJECT

FINISH FLOOR EXG. DECK EXG. STRUCTURE FINISH FLOOR FULL DEPTH BATT INSULATION 5" CONC. SLAB FSK- BARRIER COMPACTED BASE

CI PA 20 W 50

CONC. CAP, TYP.

CMU COLUMN

OWNER FURNISHED EXG. DISPLAY CASE

20 Y T Fa

9 A10.8

18' - 2"

A Pl

CANT STRIP E

FO ACOUSTIC PANEL, RE MO TO ELEVAT

FLOOR FINISH CONC. DECK STRUCTURAL ASSEMBLY

23' - 6"

DUCT PENETRATION EXG AREA SEPERATION WALL MTL "L"

GLAZED FINISH FLOOR ALUMINUM WINDOW EXG. DECK WALL ASSEMBLY EXG. STRUCTURE FULL DEPTH BATT INSULATION FSK-BARRIER

22' - 8"

UPPER LEVEL UPPER LEVEL 19' - 6" 19' - 6"

REGISTRATION

28' - 3"

18' - 2"

EXG AREA SEPERATION WALL

TYPE - 1 ROO R-38 RIGDID ROOF DECK ROOF STRU

ROOF LEVEL 34' - 6"

11 A10.3

FOOD FACILITIES ENGINEER

FINISH FLOOR CONC. DECK FINISH FLOOR STRUCTURAL ASSEMBLY EXG. DECK EXG. STRUCTURE FINISH FLOOR FULL DEPTH BATT INSULATION CONC. DECK FSK- BARRIER STRUCTURAL ASSEMBLY

CONC. SILL, TYP.

UPPER LEVEL 19' - 6"

T.O. ELEM PARAPET 36' - 6"

CANT STRIP

ROOF LEVEL ROOF LEVEL 34' - 6" 34' - 6"

5/8" GWB MECHANICAL ENGINEER WALL FINISH ACOUSTICAL CEILING EXG. STUD WALL ASSEMBLY EXG. WALL L&S ENGINEERING ASSOCIATES, INC. BATT INSUALTION (FULL DEPTH) W 216 PACIFICE AVE., STE 211 SPOKANE, WA 99201-0130 509-747-2179

GLAZED ALUMNINUM CURTAIN WALL SYSTEM

FINISH FLOOR CONC. DECK STRUCTURAL ASSEMBLY

CANT STRIP CIVIL ENGINEER PACIFIC ENGINEERING & DESIGN 200 S. COLUMBIA , SUITE 300 WENATCHEE, WA 98801 506-662-1161

EXG

10 A10.3

STRUCTURAL ENGINEER PACIFIC ENGINEERING & DESIGN 200 S. COLUMBIA , SUITE 300 WENATCHEE, WA 98801 509-662-1161

11 A10.3

L FINISH WALL

NEW

CANT STRIP

T.O. ELEM PARAPET 36' - 6"

CONSULTANTS

38' - 10"

38' - 7" 10 A10.3

MTL CAP FLASHING, TYP.

2' - 6"

N ROOF LEVEL 34' - 6"

CANT STRIP

MTL CAP FLASHING, TYP.

38' - 7"

201 W. Yakima Ave. Yakima, Washington 98902 Telephone (509) 457-5121 Fax (509) 457-6271

2' - 6"

ANT STRIP

T.O. ELEM T.O. ELEM PARAPET PARAPET 36' - 6" 36' - 6"

30" MIN.

10 A10.3

T.O. ELEM PARAPET 36' - 6"

MTL CAP FLASHING, TYP. TYPE - 1 ROOFING 7 R-38 RIGDID INSULATION ROOF DECK A10.3 ROOF STRUCTURE ASSEMLBY

7 A10.3

MTL CAP FLASHING, TYP.

30" MIN.

CAP FLASHING, TYP.

SHEET NO.

T.O. FOOTING -7' - 1"

A7.1 WallWall Section Section 7 6 6 3/8" 3/8" = 1'-0" = 1'-0"

Che

Wall Section 7 3/8" = 1'-0"

Wall Section 8 3/8" = 1'-0"

photography

PROJECT / DESCR

Twenty Six years of living on this planet, allows one to venture out into this beauitful abyss. From mountains, to rivers to oceans and concerts, life is always there to show you how incredible it can be. Through photography we can begin to capture these moments that we hold so dear.

photography / art

RIPTION / GOALS

e o w o

Photos can be a reference into the life of an individual allowing one to assertain a general understanding of ones social life and a general sense of design. Photography is an essential form of viewing the world as it freezes these â&#x20AC;&#x153;special momentsâ&#x20AC;? that otherwise would be lost allowing others a brief glimpse into a different perspective.

JOSHUA THOMAS

ARCHITECTURE | PORTFOLIO