Segment 2 portfolio

ESTALIN CAMBISACA SEGMENT II PORTFOLIO J U LY 1 0 T H , 2 0 17

Intro For me, ARCHITECTURE is one of the universal languages of the world.

This language has an impact on our lives and surroundings like no other language does. From the ancient times to today’s society, architecture is used to represent power, economic status, and prosperity, which is why architecture should be respected, not only physically but also conceptually.

We as designers should be the main promoters of this respect, thus, I believe that we should push further than the social, economic and environmental boundaries to create an innovative design that reflects our originality and creative thinking.

During, my educational and professional careers, I have been exposed to numerous architectural challenges; however, these experiences are the foundations for future innovations and I belief this is the path to success and future fulfillment as a designer. In the course of the past 2 years at the BAC, I have learned and improve many skills such as rendering, technical drawings, graphical representation, and model making. Through these experiences, I have learned to appreciate the smallest details of architecture and hope to continue learning more about this universally powerful language.

ESTALIN CAMBISACA Education

Contact

Boston Architectural College Candidate for Bachelor of Architecture 2015 - Present

140 Kenrick St apt 23, Brighton MA, 02135 estalin.cambisaca@the-bac.edu

Norwalk Community College A.S. Architectural Engineering 2011 - 2014

203.482.3368 My academic career has taught me another universal language, the DESIGN LANGUAGE through which designer and client communicate and collaborate to develop a work plan to achieve the desired product.

This universal language entails creative thinking and interdisciplinary collaboration to resolve present day needs and future issues. Filled with passion, hardworking ethics, and wiliness to go above and beyond the expectations, I aim to design personalized spaces that would best fit the needs and desires of our life styles.

Technical Skills

Drawing / Model making AutoCAD Revit Rhinoceros 5 SketchUP Laser Cutter Editing / Graphics Photoshop Illustrator Indesign Vray rendering Microsoft Office Languages English Spanish

0%

100 %

Professional Experience Peter Quinn Architects - Somerville, MA Intern Architect- My primarily job is the 2015 - Present production of construction documents, such as architectural plans and elevations, building and wall sections, architectural schedules, and details. In addition I had the opportunity to develop numerous presentation renderings and assisted to various construction sites to supervise the progress of the construction.

Robert Storm Architects - Westport, CT Intern Architect- My main job was to draft 2014 - 2015 design drawings and make the necessary adjustments based on client feedback.

Moreover, I helped to create a universal library of details for future use on the development of construction documents.

Sonics and Materials Inn - Newtown, CT CAD Draftsman- I collaborated with a 2010 - 2014 mechanical engineer to produce computerized drafting and developing drawings for CNC machines. Simultaneously, I served as an intermediary between machine shops and vendors to ensure delivery of custom made materials.

Lynn Waste Water Renewal Center

Fa11 2016

Student Information

4

Student Name:

Estalin Cambisaca

Program at the BAC:

Bachelors of Architecture

Student ID Number:

100093145

Current Skill Level:

6

Student Email:

estalin.cambisaca@the-bac.edu

Student Phone Number:

203.482.3368

Student Job Title:

Designer / Drafter

CONTENTS Fall 2016 Instructors: Arlen Stawasz Tyler Hinckley

Lynn Waste Water Renewal Center

1

P, 06-39 Spring 2017 Instructors: Chris Hardy Jerolim Mladinov

Roxbury, Affordable Housing Development

2

P, 40-65 Spring 2016 Instructor: Danielle McDonough

Apple Cider Production Facility

History classes

3

P, 66-81

4

P, 82-87

2015 - 2017

Fall 2016 Instructor: Kyle Sturgeon

San Juan, PR Design with Climate

5

P, 88-95 2015 - Present Supervisors: Peter Quinn Liam Deevy Annem Chan Waiy

Professional Experience

6

P, 96-95

1

LYNN WASTE WATER RENEWAL CENTER ARCH STUDIO 3

Lynn Waste Water Renewal Center Lynn MA, 01905

This studio was divided in two main phases, one was the development of a resilient master plan for the city of Lynn, and the second phase was devoted to the development of individual sites within this master plan. The first phase was developed by the entire class, and the second phase was developed by groups of three to four people. I formed part of the team in charge of developing a new water treatment facility. This team was formed by Peter Fletcher, Heather Cunningham and Estalin Cambisaca.

LYNN SAUGUS REVERE NAHANT

Master Plan Site analysis The site is currently underutilized as a water front for the city, Historically this area was devoted to the manufacturing industry, nowadays, the site is home to big box retails that use water front property minimizing the potential of the site. In addition, the site is divided from the rest of the city by the Lynnway 1A , which obstructs pedestrian access making close to unaccessible by foot.

Spring 2017

BOSTON

Lynn Waste Water Renewal Center

LYNN

SITE

LYNN HARBOR

REVERE

Legend Vehicular traffic Green spaces Public transport

9

SOCIAL RESEARCH DEMOGRAPHICS

ASIAN BLACK HISPANIC WHITE

2% 2% 4% 91%

Lynn Waste Water Renewal Center

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INCOME

10

Research done by Ashlee Madrigal

ASIAN BLACK HISPANIC WHITE

6% 12% 4% 57%

ASIAN BLACK HISPANIC WHITE

1% 1% 2% 94%

ENVIRONMENTAL RESEARCH CLIMATE CHANGE The area of Lynn is vulnerable to future climate changes.

HURRICANES

FLOODING

HEAVIER THUNDERSTORMS

2 FT SLR

3 FT SLR

4 FT SLR

5 FT SLR

6 FT SLR

7 FT SLR

8 FT SLR

9 FT SLR

Lynn Waste Water Renewal Center

Fall 2016

1 FT SLR

EXTREME SEASONAL TEMPERATURES

Sea level rise is expected to be 6 feet beyond current level by 2066

11

10 FT SLR Research done by Kimberley Cullen

MASTER PLAN SKETCHES Progress

BIKE AND PEDESTRIAND PATHS

SITE WALKABILITY TO PUBLIC TRANSPORTATION

2

15 MIN WALK

10 MIN WALK

5 MIN WALK

2 1 1

OPEN AREAS

BROKEN PATH

Water Front Accessibility Blockage

BIKE/PEOPLE

Site hot spots LYNN WAY

Site connectivity

CURRENT WATER BLOCKAGE

Legend

Bike Paths

Pedestrian Paths

6

2

4

5

3

4

1

EXISTING DISCONNECTIONS WITH THE WATER

1

Existing roads New, Lynn way, connection to site

SECTION 1

SECTION 3

SECTION 5

SECTION 2

SECTION 4

SECTION 6

New green Areas

2

New residential development New commercial development & administrative buildings ( public service)

Preliminary site diagram 1A

Existing site sections

PROPOSED MASTER PLAN

CIRCULATION OPEN GREEN SPACE RESIDENTIAL COMERTICAL/MIX USE EXISTING STREETS PROPOSE STREETS NEW FOCUS POINT

10’

4’

8’

24’

12’

4’ 6’

10’

MIXIED USED STREET PLAN AND SECTION

4’

12’

8’

24’ 65’

68’

NEW 1A PLAN AND SECTION

7’ 4’

12’

4’

20’

PEDESTRIAN ONLY CONNECTIONS PLAN AND SECTION

≈ 400’ - 500’

≈40’

VISUAL WATER FRONT CONNECTIONS SECTION

12

Done by Estalin Cambisaca

VISUAL WATER FRONT AND CITY CONNECTIONS SECTION

FINAL MASTER PLAN Master plan class design

RESILIENT DEVELOPMENT Initial analysis diagram

Done by Heather Cunningham

Fall 2016

DENSITY AND CLIMATE CHANGE Residential Zone Mixed Use Zone Open Park Zone Controlled Flooding Zone Response Center Zone Infrastructure Zone

Lynn Waste Water Renewal Center

School Zone

13 Final master plan - Zoning diagram Done by Peter Fletcher

PROPOSED EMERGENCY RESPONSE CENTER PROPOSED WATER RESOURCES INFRASTRUCTURE PROPOSED HIGH SCHOOL

FINAL MASTER PLAN depressed Lynnway intersections (separation of local and thru-traffic)

bridges over canals

commercial canal-front

Fa11 2016

water filtration/ remediation pools

urban water-retention zone

Lynn Waste Water Renewal Center

residential canal/swale (swell-flood mitigation)

floating p

pedestrian & bicy

elevated rolling topography (occupiable protective berm) 14

raised boardwalk over marshlands

sea wall with water access

bulkhead-boardwalk

primary canal system (public water access)

waterfront recreation zone/skate park

Fall 2016

public beaches

public recreation/sporting

off-shore break waters & wind farm

ycle paths

Lynn Waste Water Renewal Center

landscaped playgrounds

15

Done by Noah Geupel

Lynn Waste Water Renewal Center

Fa11 2016

ROADS VISION

Progress

16

Restructuring of Lynn way In order to create a pedestrian friendly zone we needed redesign the layout of the Lynn Way (1A) without minimizing the lines of traffic. To do so, we decided to drop down the Lynn Way at key areas. These areas will be developed with mix-sed buildings to encourage walk-ability.

Redevelopment around main canals

Fall 2016

Similar to the restructuring of Lynn way in this areas we wanted to encourage walk-ability. Therefore these main streets will have only one way vehicular traffic, theses areas will have abundance of open spaces to perform outdoors, activities such as, Kayaking, running, walking, etc.

Redevelopment of residential backyards Residential backyards will be design such that the neighbors will share a common path that directs them to their homes. This backyards will be sheared and people will be encouraged to interact with the neighbor therefore creating a sense of community.

Lynn Waste Water Renewal Center

Final layouts

17

Done by Estalin Cambisaca

WATER TREATMENT FACILITY Concept The concept of drinking treated water is not appealing to everyone.

This project aims to educate the community by engaging them in the process of water renewal. The team explored numerous design concepts, until deciding to create a space were the community would have the opportunity to observe the process step by step from a gallery space.

In this group project, I was in charged of 3D modeling and computer design. I created all base and some final renderings, final plans, and base sections. All members of the group helped to create the physical models and sketches.

Lynn Waste Water Renewal Center

Fa11 2016

Site

Initial concept models

18

Peter fletcher- His concept was a continuation of the steep slope of the given site.

Heather Cunningham- Her concept was the utilization of the equipment as the building envelopment

Fall 2016 Lynn Waste Water Renewal Center

After researching about the process of water treatment, my concept was to use the entire site and process as an exhibition. The larger mass (in white) would be the enclosure for the initial process and the final stages of the process would happen outside as a natural treatment process.

19

GROUP MODELS + PLANS

Lynn Waste Water Renewal Center

Fa11 2016

The concept of this model was to have the building be a continuation of the existing berm.

20 The concept of this model was to replicate the berm in the other side of the site in order to create a natural ovoid that would house the natural water treatment process.

Plan and section advantages of the first concept model

2.

1.

N

Plan and section advantages of the second concept model

Fall 2016

3.

Lynn Waste Water Renewal Center

2.

1.

POND 1 EDUCATIONAL/ BACK OF HOUSE AREAS WATER SCREENING ENERGY GENERATION

POND 2

POND 3 WATER TO BE RELEASED

VIEWING PAVILLION

WATER DISINFECTION

21

Lynn Waste Water Renewal Center

Fa11 2016

CONCISE MASSING MODEL

22

This study model is the result of the previous models in which we decided that the void created between the existing berm and the proposed building is opportunity to have a panoramic view of the entire site while creating a hard soft landscape that would feel seamless to a person walking in the parks.

1.

2.

3.

Fall 2016

3.

2.

CAFE AUDITORIUM

GALLERY SPACE

MECHANICAL (WATER TREATMENT)

GARAGE GARAGE

MANAGEMENT AREAS

MECHANICAL (POWER GENERATION)

Lynn Waste Water Renewal Center

1.

23

PROGRAM ADJUSTMENTS Program into massing

Lynn Waste Water Renewal Center

Fa11 2016

Through sketches, research and 3D models, we tried to fit the necessary program into the previously established massing model. However the massing was not a good fit for the program, and we were forced to come up with a new building shape.

The following sketches are studies about the a new building shape that uses all previous ideas as well as incorporate the program. This is a more circular design giving us the necessary spaces to process materials with ease. In addition, this design puts the community above the processing area giving them a birds eye view of the entire space at once.

24

New vision for the building

Second floor Plan

Lynn Waste Water Renewal Center

Fall 2016

first floor Plan

In this concept, the roof of the building becomes a platform that allows people to come down from the top of the berm to the lower area of the site.

25

Site Plan

Done by: Estalin Cambisaca

WASTEWATER RENEWAL CENTER Infrastructure as an amenity

1 2

6

3 4

Lynn Waste Water Renewal Center

Fa11 2016

5

26

1

2

3

5

10 9 8

1 Pond #2 2 Large Group Pavilion 3 Small Observation Deck 4 Marsh 5 Bird Watching Observatory 6 Ecological Development 7 Pond #1 8 Primary Wastewater Treatment 9 Biofuel Generator 10 Canal

7

6

8

9

Lynn Waste Water Renewal Center

Lynn Wastewater Renewal Center

Fall 2016

7

27

Credit: Base images - Estalin Cambisaca

Trace and coloring- Peter Fletcher

Section rendering - Heather Cunningham

WATER RENEWAL PROCESS

Grit & Screen

Filter

Screen

Screens are used

An aerated grit chamber allows

Lighter organics are

to remove large

inorganic sand & gravel to settle

skimmed from the surface

inorganic objects.

to bottom & is then removed

heavy organics are skimmed from the bottom.

Wet Day

Dry Day

110 Mil/Gal

25 Mil/Gal

Natural

Fa11 2016

The Lynn Reservoir System is only at 45% capacity and the Lynn Wastewater Treatment Plant is dumping water cleaner than the ocean into the harbor.

Some of the water is diverted and treated in this system for education & environmental renewal.

Traditional

The water treatment process for this project would be a hybrid between a mechanical ( traditional) process and a natural process. The diagram below shows the process design specifically for this site and location.

Majority of the water is treated in this system.

Water Cycle + Resource Renewal

Grey water from swampscott

89,100 residents

Grey water from saugus 26,100 residents

Tre ate dw int oh ate arb rd or isc h

arg

Grey water from nahant

28

3,600 residents

ed

Sustainable drinking water and energy production form byproducts of the waste water treatment process.

Grey water from lynn

Biogenerator

Lynn Waste Water Renewal Center

14,400 residents

Collected Bio Solids

ELIMINATED Micro organisms

Aerated tanks

Settling tanks

Microorganisms are

Aerated aerobic

microorganisms settle

environments allows

to bottom & removed

added to the digester’s.

these microorganisms to break down remaining matter.

Pond #1 Aeration & mixing

Pond #2 Oxidation Pond

TREATMENT MARSHES

CHLORINE BASIN

Water cleaner than the

Chlorine is added to kill any

ocean is discharged into

Wastewater is released

Natural UV Rays allow

Naturally remove

remaining bacteria then

the canals to establish

into the pond where

microorganisms to break down

microorganisms.

sulfur dioxide is added

an ecosystem.

microorganisms are

organic matter, which is later

able to grow.

scraped off the bottom.

Fall 2016

to remove the chlorine.

99.9% Pure Water

Saturated Liquid

Solids back

Boiler

to Dryer

Steam Turbine

Generator Electricity

Dryer Dried Fuel Wet Bio Solids

Water

Dry Bio Solids

Pump

Heat Exchange

Lynn Waste Water Renewal Center

Clear Vapor

Sludge Steam

Water

Condenser

Filter

Steam

29

Credit: Peter Fletcher

NEW BUILDING TYPE The Institution Before

Unknown Identity

Isolated & Barrier

Undesirable Neighbor

Wasteful Process

After

Lynn Waste Water Renewal Center

Fa11 2016

Visible & Iconic

30

Accessible & Welcoming

Community Asset

Resource Recovery

Building development Program

Traditional

Natural Ponds

Biofuel

New Building Type

Ecological Sanctuary Development

Massing

Softer Edges

Transitional Interception

Built (Hard) to Natural (Soft)

Fall 2016

Berm

Lynn Waste Water Renewal Center

Hard Edge

31

Lynn Waste Water Renewal Center

Fa11 2016

MODEL

The Institution

32

33

Lynn Waste Water Renewal Center

Fall 2016

RESILIENT STRATEGIES Solution to sea level rise Site absorption map

Fa11 2016

Operable Smart Louver Facade - Provide Impact protection during storm surge and flooding.

- Provide natural light and shading to maximize sun exposure.

- Permanently fixed on the windows and don’t require any extra storage space.

- Can easily be made storm ready by one person.

- Create an architectural Identity for the wastewater renewal center.

Lynn Waste Water Renewal Center

Adapt

Protect

Absorb

Built up Ponds - Keep wastewater separate from marsh land - Prevent sea level rise or rainwater from mixing - Establishes safe new ecosystems for growth - Protection against overflow during periods of heavy rainfall

Wetlands and Marsh - Helps absorb rainwater, and storm surges.

- Establishes ecosystems for local wildlife.

- Reduces erosion along coastal banks.

- Slows runoff water, minimizing the frequency in which streams and rivers reach flood levels.

- Wetlands store nutrients and pollutants in the soil.

34

Lynn Waste Water Renewal Center

Fall 2016

POTENTIAL VIEWS

35

ENVIRONMENTAL STRATEGIES Innovative interventions

Smart Facade: - Uses operable louver system to protect curtain wall from impact during sea level rise and storm surges.

- Provides light and shade to help regulate the interior environment

Lynn Waste Water Renewal Center

Fa11 2016

10’ Sea Level Storm Surge

36

5’ Sea Level Rise

A Combination of Solar Power and a Green Roof Provide: - Higher Water Retention - High Evaporation and Cooling - Minimum Surface Discharge

+30 ° 8 12

7

1

6

50-70%

4 13 9

5

2

3 4

11 10

Fall 2016

30-50%

Lynn Waste Water Renewal Center

-10 °

1 Vegetation 2 Soil & Aggregate 3 Microfab 4 Sopradrain 5 Cap Sheet Membrane 6 Pre Cast Concrete Curb 7 Primer 8 Gravel or Paver 9 Quad Deck Concrete Floor 10 Supporting I-Joist 11 Drain 12 Base Sheet Membrane 13 Quad Deck Panel

37

INTERIOR EXPERIENCE Floor Plans + Views

Second Floor

Lynn Waste Water Renewal Center

Fa11 2016

Administration Open Gallery Classrooms Auditorium Restrooms Second floor deck + Connecting bridge

38

First Floor Bio-Genarator + Entrance Lobby Employee Room Machinery + Employee circulation Parking Bar Separation Grit Separation Screening Micro Organism Aerated tanks Walkways

EXTERIOR EXPERIENCES

Fall 2016

Main entrance

Lynn Waste Water Renewal Center

Lobby

39 Gallery

2

ROXBURY, AFFORDABLE HOUSING DEVELOPMENT ARCH STUDIO 4

ROXBURY, AFFORDABLE HOUSING DEVELOPMENT 2148 Washington St, Roxbury, MA 02119 Nowadays, communities are being divided everyday by developments that do not promote community interactions. Thus, this building is design to promote interaction between people of the neighborhood and the residents of the building; this was achieved by providing a community spaces that invites the community to have for interior and exterior interaction between residents and neighborhood. In addition, the site opens up to the public by having public passages, gardens, a visual connections that interconnect all streets surrounding the building, resulting in a more friendly and walkable space.

Boston

Roxbury

Spring 2017

Site analysis & Natural element identification

illi

W as h

in

gt on

LEGEND

Public Transportation

Common spaces

Building footprint

Wind direction

Roxbury

St

The goal of this analysis was to take as much advantage of the existing conditions as possible. This map highlights the conditions that would influence my design thinking

St

is st Eu

St

de

sS t

Roxbury, Affordable Housing Development

Da

am

Renfrew St

W

43

Roxbury, Affordable Housing Development

Spring 2017

SITE VISIT

Neighborhood Connections

44

Roxbury, Affordable Housing Development

Spring 2017

Existing site connections

45

PRECEDENTS Macallen, Boston NADAA Sun

Views

Response to the Elements by dividing volumes and program

Circulation does not obstruct views

Units arrangement

Roxbury, Affordable Housing Development

Spring 2017

Materiality, uses contemporary materials in combination with traditional materials

46

57th St, NYC BIG

Contemporary materiality, and common green areas

Units are designed such that the majority of them are facing the central garden

Green common spaces

Roxbury, Affordable Housing Development

Spring 2017

Diagrams

47

Roxbury, Affordable Housing Development

Spring 2017

PROCESS

3D models studies

1

2

3

48

massing model

Preliminary plans

Fourth floor plan

Third floor plan

Ground floor plan

Roxbury, Affordable Housing Development

Spring 2017

Second floor plan

49 Site plan

MASSING DEVELOPMENT

Roxbury, Affordable Housing Development

Spring 2017

Initial sketch

50

Circulation Study & natural element identification

Site Connection

2

Common open spaces

3

Site visibility from building interiors to common spaces.

5site access

Roxbury, Affordable Housing Development

Spring 2017

1

51

4

Sunlight Penetration to common spaces

ELEVATION DEVELOPMENT

Roxbury, Affordable Housing Development

Spring 2017

Balcony Location

52 Materiality

Window Location

Proposed view from Eustis St (brick)

The idea with materiality was to have a contemporary material facing the proposed common spaces (wood), and have a traditional material on the walls facing the neighborhood (Brick). the concept behind this was to create a connection with the surroundings while being innovative with the materials that the residents can relate with

Roxbury, Affordable Housing Development

Spring 2017

Wood panels on balconies & common spaces

53 Proposed view of rear ally (brick)

COMMON SPACES + CONNECTIONS

Spring 2017

1Proposed view of the main common space

2

1 A

B 15' - 0"

C 13' - 0"

D 15' - 0"

E 13' - 0"

F 15' - 0"

G 15' - 0"

H 15' - 0"

L M

K

J 18' - 0"

4

19' - 2"

3 .16' - 0"

UP

DN

7' - 6"

5 2

22' - 0"

6

1

7

Roxbury, Affordable Housing Development

8

3

54 South Elevation/ Section

Roxbury, Affordable Housing Development

Spring 2017

2Proposed view from Washington St, Williams St & Eustis St intersection

The common spaces are designed to attract people from the neighborhood and interact with the residents of the building

55

3Proposed view from main entrances

ELEVATIONS & MAIN ENTRANCE

11 12 14 15

16

13

UP

DN

5

17 4

6

3

10 7

2 1 Spring 2017

8

Roxbury, Affordable Housing Development

9

56

1 Building Elevations

2

3

4

5

6

7

8

9

Spring 2017 Roxbury, Affordable Housing Development

Proposed view from Washington St (Main entrance to the Building)

Existing building

10

11

12

13

14

15

16

17

57

FLOOR PLANS In oder to save space in the circulation of the building, the building is divided in two separate buildings. The two buildings have two means of egress that comply with the residential building codes.

WU

STI

S ST

Lobby Retail

Daycare

Office

Main Common space

WASHINGTON ST

Roxbury, Affordable Housing Development

Recycling Center

Ramp Down

Mural Observatory

58 Ground Floor Plan

5’

15’ 10’

20’

EW ST

Lobby

RENFR

Spring 2017

Retail

Fifth Floor Plan

Fourth Floor Plan

Third Floor Plan

Overhead

59 Second Floor Plan

UNIT DESIGN Typical unit materials

1Proposed Typical Living Room Layout

L M

K A

B 15' - 0"

C 13' - 0"

D 15' - 0"

E 13' - 0"

F 15' - 0"

G 15' - 0"

H 15' - 0"

J 18' - 0"

Spring 2017

4

19' - 2"

3 .16' - 0"

UP

DN

7' - 6"

5 2

22' - 0"

6

1

7

8

Condenser units 1 per apartment

Roxbury, Affordable Housing Development

Condenser units 1 per apartment

Residential

Residential

Residential

Residential

Retail

60

Lobby

Passage Parking

Building section- Ventilation Analysis

Typical floor plan

Spring 2017

1

Roxbury, Affordable Housing Development

Typical 1 Bedroom Units

Typical 2 Bedroom Units

61 Typical Studio Units

WALL SECTION + DETAILS

SECTION

BALCONY DETAIL (OVER RETAIL)

BALCONY DETAIL

Roxbury, Affordable Housing Development

Spring 2017

B

62

B

SECTION B-B

5/8” gwb

5 1/2” insulation

6” metal stud

5/8” zip sheathing

Spring 2017

5/8” fiber cement board system

Roxbury, Affordable Housing Development

Wall Structure

63 Material Precedents

Roxbury, Affordable Housing Development

Spring 2017

BUILDING STRUCTURE

The structure is divided in two different systems. The bottom floor is to be framed using steel members and concrete floors, for 64 its fire retardants characteristics. The upper floors are framed using wood members and wood floors for its cost advantages.

65

Roxbury, Affordable Housing Development

Spring 2017

3

APPLE ORCHARD FACILITY ARCH STUDIO 2

APPLE ORCHARD FACILITY 25 Calumet St, Boston, MA 02120 The concept of my design is to give the community the opportunity to explore and learn about the process of cider production. This concept was developed by investigating the history of the area. Apple cider production is an important factor of Mission Hill, and Boston, therefore this facility aims to educate the public about this lost industry in the area.

68

Through the use of study models, sketches and 3d modeling, the project develop its three aspect language of transparency, shifting masses, and interlocking materials.

This concepts are carried throughout the project from the massing of the building to the type of material used for its construction.

BOSTON

Spring 2016

MISSION HILL

CI

SS

T

E. AV N O GT

TRE

ST.

MO

NT

ST.

Apple Orchard Facility

IN

NT

HU

NT

LEGEND Site Hospital

Residential areas

Commercial area

AN

UME

The site in located at a highly active location that attracts commuters and residents. Due to its proximity to major community assets as Hospitals and schools, this educational facility would attract the youth and adults interested about learning about the cider making process.

FR

CAL

SITE

69

INITIAL MODELS Concept models

Spring 2016

Initial model, reflecting shifting masses. The earth creates a direct connection between the ground floor and the third floor.

Apple Orchard Facility

In for of an stair, this model shows the interlocking og material

70 This last model explores the transition between light and dark

MASSING Tectonic analysis

Spring 2016

In this concept, the building was a ramp and a branch from this ramp would open to allow space for each of the floors

Apple Orchard Facility

In this concept the ramp would be a pathway for people to explore the building without the necessity to go inside.

71 Lastly, due to site conditions, I had to narrow the building down. Thus, i decided to have two ramps, and their intercession would create my building mass.

MASSING DEVELOPMENT + PROGRAM Program

36” 85”

24”

42”

Spring 2016

36”

40”

40” 61” 35” 35” 35”

84”

24”

35”

Wash Wash

Crush Crush

Apple Orchard Facility

Apple cider process machinery and space requirements

72

Press Press

Fermant Ferment

Roller Inspection Table Roller inspection table (Bottle)

Massing + Program

Apple Orchard Facility

Spring 2016

At this stage I decided that the entire building would become part of the cider production system. The process would happen in a procession with the student or visitor.

73

PROGRAM INCORPORATION Cider making Diagram

Spring 2016

The program is design such that a person learning about the cider production would be able to follow it step by step.

The cider process starts at the third floor, and the main entrance to the building is at the third floor.

Moving Belt

Apple Orchard Facility

Third level

Washer

Apple Storage Apple crusher

Second Level

Press

Cider Cider storage 74

Cider Bottling

Basement Level Section

Plans Moving Belt

Apple Storage Washer

Apple crusher

Spring 2016

Third Level

Press

Apple Orchard Facility

second Level

Cider storage

Cider Cider Bottling

75

Basement Level

EXPERIENTIAL Exterior

Apple Orchard Facility

Spring 2016

The exterior of the building is design such that people would enjoy a view to the city. In addition, the community can enjoy of a apple picking activities enjoyable for everyone

76

Interior

Apple Orchard Facility

Spring 2016

The interior offers a prime view of the process of the apple cider production, as well as spaces to get together for leisure or do shopping in the small store at the ground level.

77

Apple Orchard Facility

Spring 2016

PLANS

Site Plan

78

Entry

Entry

Stair + cider production Learning Center

View

View

Entry

Third Floor Plan

Check out station

Stair + cider production

View

View View View View

Second Floor Plan

Stair + cider production

Cider sales, classes and storage

Apple Orchard Facility

Entry

Spring 2016

View

79

Basement Floor Plan

TECHNICAL DRAWINGS

Apple Orchard Facility

Spring 2016

Building Sections

80

ROOFING SHINGLES RIGID INSULATION ROOF FRAMING TJI JOIST WOOD TIMBER CURTAIN WALL SYSTEM 7’-0” DOORS

Apple Orchard Facility

Spring 2016

WOOD FLOORING TJI JOIST STAIRS

81

82

History Classes

4

2016 - 2017

HISTORY CLASSES

History Classes

2016 - 2017

2016-2017

83

HTC 2003 LECTURE Contemporary Architecture time line Instructor: Diana Ramirez - Jasso

History Classes

2016 - 2017

This time line aims to make connections between all the contemporary architectural movements. The why did each event or movement occurred, and/or what caused it.

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85

History Classes

2016 - 2017

SSH1002 LECTURE History and modernity time line Instructor: Victoria Hallinan

History Classes

2016 - 2017

This time line highlights the most important events occurred during the imperialistic eras.

86

87

History Classes

2016 - 2017

88

Design with Climate

5

Fall 2016

DESIGN WITH CLIMATE

Design with Climate

Fall 2016

SUSTAINABLE SYSTEMS

89

DESIGNING WITH CLIMATE SAN JUAN, PUERTO RICO

Design with Climate

Fall 2016

CLIMATE SUN

90

AIR- PSYCHOMETRIC CHART

AIR- WIND WHEEL The temperature in San Juan is mostly uncomfortable with an average temperature of 85 degrees.

San Juan’s winds come mostly from the north east of the island which increases the natural ventilation of the city by 40% this combined with fan force ventilation can help have a 45% of comfortable indoors hours before having to use any power source energy.

WATER- HYDROLOGICAL FLOWS Yearly precipitation Rain :199 days accum: 59 inches

Fall 2016

Condensation

Surface run off

Evaporation Evaporation

Design with Climate

Evaporation

Fresh water storage 91

TIME LINE 580,000 = 2.19% increase

population growth

Castillo San Felipe del Morro was built in the 16th century by the keen of Spain to protect the island from new explorators

+ 0 -

3,700,000 = 2.2% decrease

1956 - the income generated by the manufacturing sector exceeded that of agriculture for the first time

1898 – The USA wins Puerto Rico and the island reverses its status to colony

2015- severe Caribbean drought that left many people with limited amounts of water

1991 - The Puerto Rican legislature endorsed a bill that made Spanish the island's official language

manufacturing agriculture

Mayor events

CATEGORY 5

CATEGORY 3 Mayor Huracanes CATEGORY 1

Fall 2016

16th-century

1930

1950

1980

1990

2000

2010

CITY SECTION

s

Hr 4 .4 y 7 of da E: a G ht A R lig VE n A f su o

31% from natural gas

16 from coal

of

w a t e r fr o

2% from renewable energy.

PR

97 %

In 2015, 51% of Puerto Rico’s electricity came from petroleum

m

Design with Climate

98% of San Juan’s energy comeny from eath explotation

North

TOTAL ENERGY CONSUPTION

92

2% OTHER USAGE

37% RESIDENTIAL USAGE

P.R .MAJOR EXPORTS & IMPORTS EX PO

RTS

13% LARGE COMMERTIAL USAGE

I MP O R T S 48% SMALL COMMERTIAL USAGE

MATTER & BUILDING VERNACULAR: PLAZA DEL MERCADO DE SANTURE

Built in the 19th century, this market was specifically designed for natural ventilation and protection the interior from direct sunlight.

The big overhangs protect the major openings from sun rays, however, the openings that the overhangs do not protect have a shading mechanism that protects the interior from direct sunlight while allowing reflected sunlight in.

Renovated in 2012, this project uses completely different design techniques than the mercado. However, the buildings are both designed to deal with shading, ventilation and sunlight penetration.

The gelm annex building was design with a double facade the interior facade allows light to the interior and the exterior facade allows only 24% sunlight penetration

Design with Climate

Fall 2016

MATTER & BUILDING INNOVATIVE: GELM ANNEX: EDUCATIONAL

93

Thinking of the future

Puerto Rico has been experiencing the longest drought in their history. Therefore, the city of San Juan has been trying to introduce water collecting ideas to its residents in order to reduce the water waste.

Another idea that Puerto Rico is actually implementing resilience ideas in the areas of energy generation.

Ideas for prevention

Fall 2016

Strengthened tower and substation designs selective under grounding of transmission distribution lines new implementation Wind Solar Waste-to-energy

Design with Climate

Sea level rise is also on Puerto Rico plan. They have been researching the most vulnerable areas to build sea wall or any other resilient design to protected the cities from water level rising.

94

95

Design with Climate

Fall 2016

"

SKYLIGHT

CASEMENT OPERABLE ANDERSEN ACW2048

EPDM MEMBRANE UNDER & UP CANT STRIP

PICTURE ANDERSEN APW4016

3'-11 1/4"

3

GWB, PAINTED

1/4" PROTECTION BOARD

2x10 P.T.BLOCKING RIGID INSULATION TO PROVIDE TAPER TO DRAINS

CASEMENT OPERABLE ANDERSEN ACW4040

E

PETER QUINN ARCHITECTS LLC 259 ELM STREET, SUITE 301 SOMERVILLE, MA 02144 PH 617-354-3989

PICTURE ANDERSEN APW4024

4

8"

2'-3 1/4"

7'-6"

8'-3 3/4"

1'-5 1/4"

3'-11 1/4"

SKYLIGHT SECTION DETAIL

SEAL

SCALE 3"=1'-0"

E

OLD LINE

1/2" EXT. GRADE PLYWOOD SHEATHING

5'-7 1/4"

3/8" FURRING

5/8" GWB

1'-7 1/4"

STARTER STRIP

"Z" FLASHING BY GC

FILL GAPS AND SHIM SPACE WITH INSULATION. AS REQUIRED. TYPICAL AT WINDOW PERIMETER

3/8"

2x3 POLY ASH TRIM

PROJECT

WINDOW HEAD

2 SINGLE FAM

PICTURE ANDERSEN APW1824 K

9 DECATUR ST CAMBRIDGE, MA 02139

3/4"

HORIZONTAL (STACK)

4 9/16" MULL

FRAME SIZE

PICTURE ANDERSEN APW2630

2X WINDOW HEADER, SEE STRUCT. DWG

3'-11 1/4"

6'-10 1/2"

URE RSEN 3240

SELF ADHERED FLASHING TAPE LAPPED OVER HEAD FLASHING SECURED THROUGH WINDOW NAILING FIN.

CASEMENT OPERABLE ANDERSEN ACW1840

2'-3 1/4"

CASEMENT OPERABLE ANDERSEN ACW2640

1/4" 2'-5 1/4"

AIR & MOISTURE BARRIER OVER

VAPOR BARRIER

6'-3 1/4"

AWNING ANDERSEN AAN3016

ROUGH OPENING

3

CONSULTANT

FIBER CEMENT LAP SIDING

8"

TURE DERSEN W5814

PREPARED FOR

3'-1 1/4"

3

PICTURE ANDERSEN APW6432

48 CENTRAL ST SOMERVILLE, MA 02143

SCALE 3"=1'-0"

DRAWING TITLE

WINDOW SILL

4'-0"

7'-1 1/4"

2016 - 2017

9 DECATUR ST, LLC TYPICAL WINDOW HEAD DETAIL

WINDOW SCHEDULE & DETAILS

SEALANT & BACKER ROD WINDOW NAILING FIN. 2x3 POLY ASH TRIM

Q

2-2X6 SILL PLATE

"Z" FLASHING BY GC FIBER CEMENT LAP SIDING 3/8" FURRING

3'-7 1/4"

AIR & MOISTURE BARRIER 1/2" EXT. GRADE PLYWOOD SHEATHING

TYP. EXTERIOR WALL ASSEMBLY, SEE WALL SECTIONS

2

E

E

3'-6 1/2"

3'-7 1/4"

6 7'-1 3/4" @ BASEMENT

Peter Quinn Architects 96

V

CASEMENT OPERABLE ANDERSEN ACW2638

44" MAX SILL HEIGHT

AWNING ANDERSEN AAN5016

1'-5 1/4" 7'-0"

2'-5 1/4"

TYPICAL WINDOW SILL DETAIL SCALE 3"=1'-0"

SCALE AS NOTED

REVISION / ISSUE

ROUGH OPENING

5/8" GWB

FRAME SIZE

VAPOR BARRIER

SHIM AS REQUIRED. TYP. FILL GAPS AND SHIM SPACE WITH INSULATION. TYP.

2X6 WOOD STUD @ 16" O.C.

W

PERMIT SET

30 MAY 20

DRAWN BY

REVIEWED

EC

PQ

SHEET

OPEN CELL SPRAY FOAM INSULATION 1/2" EXT. GRADE PLYWOOD SHEATHING FURRING 2x3 POLY ASH TRIM

DATE

GWB SILL

1

TYPICAL WINDOW JAMB DETAIL SCALE 3"=1'-0"

AIR & MOISTURE BARRIER FLASHING TAPE FIBER CEMENT LAP SIDING SEALANT

A4.1

Peter Quinn Architects

2016 - 2017

PETER QUINN ARCHITECTS

WORK

97

63 UNION ST

63 Union St, Cambridge, MA 02141 Name of firm : Peter Quinn Architects Client: Type of Project: Facade Design Location: Cambridge Student’s role within project: Designing facades from floor plans Located in Cambridge, this project is a residential development. We were hired to design three small dwellings using an existing building located on site, and incorporating two new buildings.

F

2016 - 2017

G

D

F

Peter Quinn Architects

G

D

F

E

E

C

B

98

G

G

C

B

A

A

UNIT 4

E

UNIT 3

E

1Main Internal Elevation (My design)

BUILDING 3

5

INTERNAL ELEVATION SCALE 1/16"=1'-0"

PROPOSED ELEVATIONS

6 2.2

20'-7 1/2"

In this project, I was in charge of designing and drawing the remaining elevations. The floor plans and the colored elevations were done by the architect in charged, and the uncolored elevations were done by me. During this process I was able to study and learn about the placement of windows and selection of materials. In addition, I was in charge of putting a window schedule together, for which, I researched about the typical windows used in small residential projects such as this. Lastly, I had to draw typical widow details.

During the time lapse spent in this project, I understood the transition between conceptualizing the design, in this case the elevation, to the fine details of gathering information for its construction.

15'-0 1/2"

Client approved elevations

UNIT COUNT (TO EXT WALL) UNIT 1: UNIT 2: UNIT 3: UNIT 4: UNIT 5: TOTAL:

1,706 sf 1,542 sf 1,835 sf 1,835 sf 1,320 sf 8,238 SF (INCLUDING BASEMENT AREA)

K

LOT AREA = 8,245 SF 5 UNITS, 5 PARKING SPACES ( 3 STANDARD, 2 COMPACT) GROSS FLOOR AREA = 6,142 SF (DOES NOT INCLUDE BASEMENT AREAS) PRIVATE OPEN SPACE AT GRADE = 1,245 SF

D

UP

7'-6"

#1

6 A2.2

15'-0 1/2"

H

2 Main External Elevation (architect’s Design) UNION ST ELEVATION 1 SCALE 1/16"=1'-0"

UNIT COUNT (TO EXT WALL)

1

UNIT 1: UNIT 2: UNIT 3: UNIT 4: UNIT 5: TOTAL:

1,706 sf 1,542 sf 1,835 sf 1,835 sf 1,320 sf 8,238 SF (INCLUDING BASEMENT AREA)

REQUIREMENTS E FAR= 0.75 MAX FLOOR AREA = 6,183 SF PRIVATE OPEN SPACE 30%=2,474 SF UNION ST ELEVATION 1 SCALE AT LEAST 50% NEEDS TO BE AT GRADE &15' DIM. 1/16"=1'-0"

PATIO UP K

PRELIMINARY ZONING NUMBERS

BASEMENTUP AREA)

DN

LOT AREA = 8,245 SF 5 UNITS, 5 PARKING SPACES ( 3 STANDARD, 2 COMPACT) GROSS FLOOR AREA = 6,142 SF (DOES NOT INCLUDE BASEMENT AREAS) PRIVATE OPEN SPACE AT GRADE = 1,245 SF

SUNKEN PATIO

D

L

UNIT 1

UP

REQUIREMENTS FAR= 0.75 MAX FLOOR AREA = 6,183 SF PRIVATE OPEN SPACE 30%=2,474 SF AT LEAST 50% NEEDS TO BE AT GRADE &15' DIM.

#1 UP

4 A2.1

#4 5'-1 1/2"

NOTE: BUILDINGS 3 IS A THIRD FLOOR ADDITION OVER AN EXISTING BUILDING NOTE: BUILDINGS 3 IS A THIRD FLOOR ADDITION OVER AN EXISTING BUILDING

4 A2.1

#5 5 A2.2

3 STANDARD,

K

7 A2.2

D

#3

DN

UNIT 4 L

UNIT 3

L

10'-0"

UP

UP

7'-6" BUILDING 2

DN

DN D

UP

UNIT 2

UNIT 2

UNIT 5

WINDOW WELL

PATIO

UP UP

UP

C

L

PATIO

UP

LINCOLN STREET

B

K

K D

SUNKEN PATIO

LIVERMORE PLACE (PRIVATE WAY)

E = 1,245 SF

3 2

2 A2.1

3

SCALE 1/16"=1'-0"

PROPOSED SITE PLAN SCALE 1/16"=1'-0"

UNION STREET

1

UNION ST ELEVATION REVISION DATE

SCALE 1/16"=1'-0" PROGRESS

K

K

# 3OVER R ADDITION E

D

2

L

UNIT 3

UNIT 5

PATIO

BUILDING 2

UP

UNIT 4 UP

UP

WINDOW WELL

06/05/2017

DN

DN D

A

PATIO

UP

7 JUNE 2017 PQ

A1.0

2

2 A2.1

LINCOLN ST ELEVATION SCALE 1/16"=1'-0"

WINDOW WELL

BUILDING 3

N (DRIVEWAY)

3

PROPOSED SITE PLAN SCALE 1/16"=1'-0"

PATIO

UP

LINCOLN STREET

UNION STREET

1 A2.1

2

ACW

UNIT 2 L

UP

UP

LINCOLN STREET

NOT FOR CONSTRUCTION

474 SF 7 T GRADE &15' DIM. A2.2

K

SITE PLAN & STREET COLOR ELEVATIONS

LINCOLN ST ELEVATION

WINDOW WELL

BUILDING 3

UP

1 A2.1

10'-1 1/2"

UNIT 2

CAPITAL AND STONE LLC

UP

10'-1 1/2"

5 NOT A2.2

8 A2.2

8 A2.2 WINDOW WELL

Z:\DCADDWGS\Union-63\Drawings\CURRENT Floor Elevs.dwg, 6/5/2017 2:46:11 PM, DWG To PDF.pc3

SF (DOES

63 UNION ST CAMBRIDGE, MA

#2 3 A2.1

Peter Quinn Architects

UNIT 1

20'-7 1/2"

F

D

2016 - 2017

PRELIMINARY ZONING NUMBERS DN

NOT FOR CONSTRUCTION

3 Union st Elevation (architect’s Design)

06/05/2017

LINCOLN ST ELEVATION

99

PROPOSED ELEVATIONS

6 A2.2

20'-7 1/2"

2 7'-6"

15'-0 1/2"

UNIT COUNT (TO EXT WALL) UNIT 1: UNIT 2: UNIT 3: UNIT 4: UNIT 5: TOTAL:

PATIO UP

1,706 sf 1,542 sf 1,835 sf 1,835 sf 1,320 sf 8,238 SF (INCLUDING BASEMENT AREA)

K

PRELIMINARY ZONING NUMBERS DN

LOT AREA = 8,245 SF 5 UNITS, 5 PARKING SPACES ( 3 STANDARD, 2 COMPACT) GROSS FLOOR AREA = 6,142 SF (DOES NOT INCLUDE BASEMENT AREAS) PRIVATE OPEN SPACE AT GRADE = 1,245 SF

SUNKEN PATIO

D

L

UNIT 1

UP

1

1

REQUIREMENTS FAR= 0.75 MAX FLOOR AREA = 6,183 SF PRIVATE OPEN SPACE 30%=2,474 SF AT LEAST 50% NEEDS TO BE AT GRADE &15' DIM.

#1

#4 5'-1 1/2"

UP

UNION ST ELEV SCALE 1/16"=1'-0"

NOTE: BUILDINGS 3 IS A THIRD FLOOR ADDITION OVER AN EXISTING BUILDING

4 A2.1

#5

5 A2.2

8 A2.2

F

D

UP

WINDOW WELL

SUNKEN PATIO

LIVERMORE PLACE (PRIVATE WAY)

10'-1 1/2"

K

K

7 A2.2

D

UP

UP

7'-6" BUILDING 2

PATIO

UP

UNIT 4

UNIT 3

UNIT 2

K

D

#3

DN

L

4

3 DN

DN D

UP

UNIT 2

L

10'-0"

Z:\DCADDWGS\Union-63\Drawings\CURRENT Floor Elevs.dwg, 6/5/2017 2:46:11 PM, DWG To PDF.pc3

3 A2.1

UNIT 5

WINDOW WELL

PATIO

UP UP

UP

1 A2.1

L

LINCOLN STREET

#2

2

2 A2.1

BUILDING 3

3

SCALE 1/16"=1'-0"

UNION STREET

NOT

H

C

A

UNIT 2

E

1 Internal Elevation Driveway (My design) 2016 - 2017

BUILDING 2

ATION (DRIVEWAY) C

C

C

C

C

C

Peter Quinn Architects

63 UNION ST CAMBRIDGE, MA M

CAPITAL AND STONE LLC A

100 C E

2 Rear Elevation Unit 1 (My design)

BUILDING 1

SCALE 1/1

PROPOSED SITE PLAN

E

B

LINCOL

WINDOW WELL

UNIT 1

M

A C

C

E

BUILDING 1 C

6

K

REAR ELE

SCALE 1/16"=1

J

UNIT 4

Elevation Unit 4 (My design)

BUILDING 3

SIDE ELEVATION UNIT 4

2016 - 2017

3 Side

SCALE 1/16"=1'-0" F

F

C

J

Peter Quinn Architects

C

NOT FOR CONSTRUCTION L

J

4 Side

Elevation Unit 1 (My design)

UNIT 2 06/05/2017

BUILDING 2

101

WINDOW SCHEDULE

WINDOW NOTES & SCHEDULE

C

6'-6"

2'-0"

4'-6"

6'-6"

E

B

D

F

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2'-4"

2'-0"

L

K

M

J

2'-4"

2'-4" 2'-4"

4'-6"

1'-4"

2'-0"

1'-4" 3'-6"

4'-6"

4'-6" 2'-0"

Peter Quinn Architects

ION

4'-6"

2'-0"2'-0"2'-0"

2'-0"

4'-0"

H

2'-0"

2'-4"

2'-0"

4'-0"

2'-0"

4'-6"

A

5'-0"

2'-0"

4'-0" 3'-7"

E

1'-6"

2'-0"

5'-0"

2'-4"

6'-7" 2'-6" 4'-0"

4'-4"

2'-4"

4'-4"

2016 - 2017

Sketch for Window Schedules

N

O

P

63 UNION ST CAMBRIDGE, MA

CAPITAL AND STONE LLC

4'-0"

2'-4"

2'-0"

Q

WINDOW SCHEDULE

4'-6"

2'-0"

2'-6" 2'-0"

4'-6"

2'-0"

2'-0"

2'-4"

E

R

S REVISION DATE

102

ALL NEW WINDOWS - DRAWINGS FOR BUDGETING PURPOSED ONLY

4) ALL WINDOWS TO HAVE FULL INSECT SCREEN FROM SAME

1) PRODUCT : ALL WINDOWS TO BE WOOD - CLAD OWNER TO SELECT BRAND.

5) INSTALL SAFETY GLAZING AS REQUIRED BY IRC 2012.

2) SIZING: PER ARCHITECTURAL DRAWINGS. DIMENSIONS INDICATE FRAME SIZE. IT WILL VARY ACCORDING TO STOCK DIMENSION MANUFACTURER.

7) E* INDICATES EGRESS WINDOW BY IRC 2012. ALL BEDROOMS TO HAVE EGRESS WINDOWS.

3) ALL EXPOSED GYPSUM CORNERS TO HAVE GYPSUM ACCESSORIES.

6) ALL WINDOW & DOORS TO MEET STRETCH

MANUFACTURER.

ENERGY CODE REQ.

8) ALL OPERABLE WINDOW AND EGRESS WINDOW TO CONFORM WITH IRC 2012 SECTION R312 WINDOW FALL PROTECTION. 9) REFER TO ELEVATIONS FOR WINDOW OPERATION.

Preliminary Window Schedule PROGRESS 7 JUNE 2017 ACW

PQ

WINDOW DETAILS SKYLIGHT

DETAILS CASEMENT OPERABLE ANDERSEN ACW2048

EPDM MEMBRANE UNDER & UP CANT STRIP

PICTURE ANDERSEN APW4016

3

GWB, PAINTED

1/4" PROTECTION BOARD

2x10 P.T.BLOCKING RIGID INSULATION TO PROVIDE TAPER TO DRAINS

CASEMENT OPERABLE ANDERSEN ACW4040

E

PETER Q

259 ELM

SOME

P

PICTURE ANDERSEN APW4024

4

8"

2'-3 1/4"

7'-6"

8'-3 3/4"

12'-1 1/4"

1'-5 1/4"

3'-11 1/4"

3'-11 1/4"

4'-7 1/4"

1'-11 1/4"

D

SKYLIGHT SECTION DETAIL

E

90° FOLD LINE

1/2" EXT. GRADE PLYWOOD SHEATHING

5'-7 1/4"

3/8" FURRING

5/8" GWB VAPOR BARRIER

1'-7 1/4"

3/8"

PROJECT

WINDOW HEAD

2 SIN

PICTURE ANDERSEN APW1824 K

9 DECATUR S CAMBRIDGE

HORIZONTAL (STACK) 3/4"

J

"Z" FLASHING BY GC

FILL GAPS AND SHIM SPACE WITH INSULATION. AS REQUIRED. TYPICAL AT WINDOW PERIMETER

2'-11 1/4"

4 9/16" MULL

6'-3 1/4"

AWNING ANDERSEN AAN3016

PREPARED FO

2016 - 2017

PICTURE ANDERSEN APW2630

STARTER STRIP 2x3 POLY ASH TRIM

FRAME SIZE

PICTURE PICTURE ANDERSEN ANDERSEN APW2040 APW3240

2X WINDOW HEADER, SEE STRUCT. DWG

3'-11 1/4"

3'-1 1/4" 2'-5 1/4"

SELF ADHERED FLASHING TAPE LAPPED OVER HEAD FLASHING SECURED THROUGH WINDOW NAILING FIN.

CASEMENT OPERABLE ANDERSEN ACW1840

2'-3 1/4"

CASEMENT OPERABLE ANDERSEN ACW2640

AIR & MOISTURE BARRIER OVER

ROUGH OPENING

3

CONSULTANT

FIBER CEMENT LAP SIDING

8"

3'-1 1/4"

3

PICTURE ANDERSEN APW6432

48 CENTRAL SOMERVILLE

SCALE 3"=1'-0"

DRAWING TIT

WINDOW SILL

4'-0"

7'-1 1/4"

9 DECAT

TYPICAL WINDOW HEAD DETAIL

WIND SCHE DETA

SEALANT & BACKER ROD

P

WINDOW NAILING FIN. 2x3 POLY ASH TRIM

Q

2-2X6 SILL PLATE

"Z" FLASHING BY GC FIBER CEMENT LAP SIDING 3/8" FURRING

3'-7 1/4" 2'-5 1/4"

V

E

E

44" MAX SILL HEIGHT

3'-7 1/4"

AIR & MOISTURE BARRIER 1/2" EXT. GRADE PLYWOOD SHEATHING

TYP. EXTERIOR WALL ASSEMBLY, SEE WALL SECTIONS

2

3'-6 1/2"

7'-1 3/4" @ BASEMENT

1'-5 1/4"

AWNING ANDERSEN AAN5016

7'-0"

8'-5 1/4"

6'-10 1/2"?

R.O

N 0

CASEMENT OPERABLE ANDERSEN ACW2638

TYPICAL WINDOW SILL DETAIL SCALE 3"=1'-0"

SCALE AS NO

REVISION /

ROUGH OPENING

5/8" GWB

FRAME SIZE

VAPOR BARRIER

Peter Quinn Architects

PICTURE PICTURE ANDERSEN ANDERSEN APW2014 APW5814

6'-10 1/2"

1'-11 1/4"

3'-11 1/4"

SEAL

SCALE 3"=1'-0"

GWB SILL SHIM AS REQUIRED. TYP. FILL GAPS AND SHIM SPACE WITH INSULATION. TYP.

2X6 WOOD STUD @ 16" O.C.

PERMIT SET

W

DRAWN BY

EC SHEET

4

LIGHT

OPEN CELL SPRAY FOAM INSULATION 1/2" EXT. GRADE PLYWOOD SHEATHING FURRING 2x3 POLY ASH TRIM

1

TYPICAL WINDOW JAMB DETAIL SCALE 3"=1'-0"

AIR & MOISTURE BARRIER FLASHING TAPE FIBER CEMENT LAP SIDING SEALANT

A

103

250 SOUTHAMPTON 250 Southampton st, Boston, MA 02118

Name of firm : Peter Quinn Architects Client: Red Dog Resort Type of Project: Driveway Design/Ceiling design Location: Boston Student’s role within project: Design/model/research

Final Building Design

Peter Quinn Architects

2016 - 2017

Peter Quinn Architects was commissioned to design a self-storage building in South Boston. The building needed vehicular access to the rear of the building and due to the tightness of the site, the architects decided to rise up one sides of the building allowing cars to the rear without disturbing the neighboring site.

I was assigned to design the driveway and the experience of a person passing through it.

104 View from the rear of building. (Final design)

DESIGN SKILLS

Iteration 1

2016 - 2017

Ceiling Plan, studding how to apply color to ceiling

Ceiling Plan, studding how to apply light to ceiling Peter Quinn Architects

The project had a few challenges that needed to be resolve, one of the biggest problems was how to address the ceiling of the drive way. The building is about 220 feet long, and the driveway was dark and without much life. After going to many iterations, I decided to introduce a bold color. In this case it was red due to the fact that the building’s name was going to be The Red Dog. Below are the different iterations of the design process.

105 Ceiling Plan, incorporating light and color.

3D MODELING

This first iteration was approved by the project architect, therefore I decided to model it in Sketch up. The following are some renderings that were presented to the client.

2016 - 2017

Front Entry View

Peter Quinn Architects

Drive way view

106

Rear view

RESEARCH + PRECEDENTS Unfortunately, the first design was not approved by the client because they wanted to have more dynamisms in the ceiling. Our design was flat and did not have enough color that would have attracted people to drive through it. To add Dynamism to the driveway, we needed to find new materials that can by install vertically (hinged) from the ceiling down.

Below are my findings and precedents for the material.

Peter Quinn Architects

2016 - 2017

Precedents + Materiality

107

Gas Station

Parking building

FINAL DESIGN

Left elevation

Peter Quinn Architects

2016 - 2017

The new material was approved by the client and architect, therefore I went directly to the 3d modeling phase, below are the aproved renderings.

108

Entrance view

Peter Quinn Architects

Rear view 2016 - 2017

Driveway experience

109

CONSTRUCTION DOCUMENTS + RENDERINGS Varies

Name of firm : Peter Quinn Architects Client: varies Type of Project: varies Location: varies Student’s role within project: Elevator details, window details, Wall

sections, HC Ramp Details, renderings, etc.

At Peter Quinn Architects, I am mostly involved with the development of construction documents. This section will display examples of the work that I do every day. From general building sections to details, I can say that I have been involved with all the aspects of this area of the design process.

G

TYPICAL ROOF ASSEMBLY SEE DETAIL 1/A3.1

2'-2 3/4" 1'-2"

12'-0"

2'-6 3/4"

3'-6"

6'-0 1/4"

11'-0"

SOOTH SOFFIT ALLURA CO. FIBER CEMENT 7" EXPOSURE

4'-0 5/8"

11'-0"

FLOOR/CEILING AS

ALUMINUM RAILING, TYP.

3'-6"

6'-10 5/8"

TYPICAL FLOOR / CEILING ASSEMBLY (ABOVE RETAIL) SEE DETAIL 1/A3.1 SECOND FLOOR T.O. SHEETING ELEV. 15'-0"

SECOND FLOOR T.O. SHEETING ELEV. 15'-0"

ARCHITECTURAL LOUVERS

ARCHITECTURAL LOUVERS

LOUVERED SUNSHADES

LOUVERED SUNSHADES

15'-0"

13'-3 1/8"

15'-0" 10'-0"

GROUND FLOOR ELEV. 0'-0"

8'-2 5/8"

GROUND FLOOR ELEV. 0'-0"

STORAGE #1 003

110

SECTION 1 3 WALL SCALE 1/4"=1'-0"

-1/4 -3 -11 7/8

-7/8

SOOTH SOFFIT RETAIL #1 104

TYPICAL FL

-3 ALUMINUM RAILING, TYP.

3'-6"

9'-7"

6'-10 5/8"

2'-0 3/8"

FOURTH FLOOR T.O. SHEETING ELEV. 37'-0"

THIRD FLOOR T.O. SHEETING ELEV. 26'-0"

9'-7 1/4"

6'-6 3/4" 2"

2'-1 5/8"

1'-8"

ALUMINUM RAILING, TYP. ROOF DRAIN, TYP. COORD W/ PLUMBING ENG. CAP FLASHING

THIRD FLOOR T.O. SHEETING ELEV. 26'-0"

6" 11'-0" 1'-7 5/8"

6'-6 3/4"

TYPICAL FLOOR / CEILING ASSEMBLY SEE DETAIL 1/A3.1

1 1/4"

TYPICAL FLOOR / CEILING ASSEMBLY (ABOVE RETAIL) SEE DETAIL 1/A3.1

FOURTH FLOOR T.O. SHEETING ELEV. 37'-0"

11'-0" 2'-1 5/8"

2'-1 5/8"

3'-6"

2016 - 2017

302

UNIT 22 202

Peter Quinn Architects

ROOF T.O. SHEETING ELEV. 49'-0"

PAINTED ALUMINUM GUTTER SOOTH SOFFIT TYPICAL WALL TYPE 3 SEE DETAIL 1/A3.1

ALUMINUM RAILING, TYP. ROOF DRAIN, TYP. COORD W/ PLUMBING ENG. CAP FLASHING

TYPICAL FLOOR / CEILING ASSEMBLY UNIT 32 SEE DETAIL 1/A3.1

G

ROOF T.O. SHEETING ELEV. 49'-0"

2'-6 1/4"

UNIT 42A 402

F

PAINTED ALUMINUM GUTTER SOOTH SOFFIT TYPICAL WALL TYPE 3 SEE DETAIL 1/A3.1

10'-8 3/8"

F

12'-0"

TYPICAL ROOF ASSEMBLY SEE DETAIL 1/A3.1

SECTION 1 2 WALL SCALE 1/4"=1'-0"

-3 -4 1/2" CONC. ON METAL D

JOB LISTS

Peter Quinn Architects

2016 - 2017

These lists dictates the job responsibilities of each person in the team. For instance, in the project 2551 Mass Ave.(Below, Left) I was in charged of the floor plans. This includes, dimensioning, labeling, detailing, setting up drawings for construction and make the necessary adjustments to ensure the building’s code compliance.

111

ELEVATOR DETAILS + SECTION This drawings are created using the building specs about materiality and code requirements L 2"X6"x1/4" x 2" LONG

C

1'-0"

BOARD & BATTEN WALL ASSEMBLY: -CMU - 2" RIGID INSULATION - 1/2" PLYWOOD SHEATHING - AIR & MOISTURE BARRIER - VERTICAL 1x3 FURRING - 5/16" FIBER CEMENT PANELS

3'-0"

1'-4"

EPDM ROOFING AND INSULATION SYSTEM FLASHING AND COUNTER FLASHING LAPPED AND ADHERED AND SEALED, EXTEND 6" FROM BOTTOM OF F.C.S.

6 A5.1

8 A5.1

10

FLOOR / CEILING ASSEMBLY

7'-0"

BEDROOM

-3/4" HARDWOOD FLOOR -ROSIN PAPER -1/2" PLYWOOD SUBFLOOR -ACOUSTICAL GLUE -3/8" SOUND MAT -3/4" PLYWOOD SHEATHING -WOOD JOISTS - SEE STRUCTURAL DWGS.

ELEVATOR HEAD HOUSE

EPDM ROOF

PIT LADDER DETAIL SCALE: 1-1/2"=1'-0"

5 ROOF PLAN

NOTE: GENERAL CONTRACTOR SCALE: 1/4"=1'-0" TO PROVIDE 2" X 10" POCKETS, FULL WIDTH OF HOISTWAY AT ALL FLOORS FOR SETTING DOOR SILLS AND TO DO ALL GROUTING AND PATCHING REQUIRED AFTER SILLS HAVE BEEN SET (TYPICAL)

ALIGN SILL WITH FINISH CONCRETE SLAB

FOURTH FLOOR ELEV. 37'-0"

7'-9 1/2" ELEV. HOISTWAY WIDTH

D

7'-0" DOOR OPENING

2HR FIRE RATED CMU SOLID BLOCK WALL

7 A5.1

THIRD FLOOR ELEV. 26'-0"

4'-0 3/4"

7'-0" DOOR OPENING

2016 - 2017

9

CORRIDOR 204

6 A5.1 ELEVATOR

CAB SILL @ PIT ELEVATOR DOOR

SCALE: 1-1/2"=1'-0" CORRIDOR 401

6'-9" CAB

2"

G.C. TO PROVIDE CMU INFILL AT JAMB/HEAD OF ELEVATOR

7'-0" DOOR OPENING

5" CONCRETE SLAB

ELEVATOR CAB

OPENINGS. COORD. WITH FLOOR PLAN ELEVATOR MANUFACTURE 4 FOURTH SCALE: 1/4"=1'-0"

2" METAL JAMB/HEAD SURROUND TO BE PROVIDED & INSTALLED BY ELEVATOR MANUFACTURER.

7'-0" CLR.OPNG.

2 CAR GARAGE 105

8

TYP.ELEVATOR DOOR HEAD SCALE: 1-1/2"=1'-0"

GROUND FLOOR ELEV. 0'-0"

D

C

SILL LINE

7'-9 1/2" HOISTWAYSILL ASSEMBLY BY ELEVATOR

SURFACE APPLIED CEMENT - BASED, CRYSTALLINE WATERPROOFING SYSTEM AT PIT. SEE STRUCTURAL DRAWINGS (ALLOW 1" THK. AT ALL SIDES)

EXISTING BASEMENT ELEV. -8'-3"

PIT LADDERCOORDINATE LOCATION W/ ELEVATOR MANUFACTURE SEE DETAIL 10/A5.1

REFER TO STRUCT. DWG FOR CONNECTION

ELEVATOR CAB

4'-0 3/4"

ELEVATOR PIT

FINISH FLOOR

4"

ANGLES, CHANNEL AND 6 SILL CONSTRUCTION BY MANUF, A5.1 ANCHORED FRAMING. ADDITIONAL BLOCKING TO ANCHOR. SILL AS REQUIRED BY ELEVATOR CORRIDOR MANUFACTURER 304

W-N-CL

FRONT WALL LINE

ELEVATOR SUMP PIT

SECTION 6 ELEVATOR SCALE: 1/4"=1'-0"

2/14/2017 11:57:17 AM, 1:1

5'-0" PIT

3'-6" DOOR WIDTH 1'-1 1/4"

9 A5.1

N

STAIR 02 ST-2

4" DOOR SPACE

PROVIDE ADEQUATE SUPPORT AT ALL FASTENING POINTS OF ENTRANCE ASSEMBLY REQUIRED BY G.C.

6'-9" CAB

7'-9 1/2" HOISTWAY

7

STAIR 01 ELEVATOR DOOR SILL

SCALE: 1-1/2"=1'-0"

ST-1

FLOOR PLAN 3 THIRD SCALE: 1/4"=1'-0"

E

8'-8" HOISTWAY

BIKE STORAGE 009

7'-0"

Peter Quinn Architects

LOBBY 102

112

8" CMU WALL, SEE PARTITION TYPE

7'-9 1/2" HOISTWAY

OVIDED TOR

TRUCT.

BEDROOM

W.N.CL

SECOND FLOOR ELEV. 15'-0"

INFILL VATOR ITH URE

5/8" DIA ANCHOR BOLTS @ 18" O.C., TYP. BY G.C.

STAIR 02 ST-2

W.N.CL

3'-6" DOOR WIDTH 1'-1 1/4"

CORRIDOR 304

C

7'-9 1/2" HOISTWAY

8'-8" HOISTWAY

CHOR 8" O.C.,

Y

WELD

2-1/2"x 3'-6" LONG ELEVATOR FLAT BAR (EACH SIDE) HOISTWAY VENT W/ MOTORIZED DAMPER 1/2" DIAMETER EXPANSION BOLT

ROOF ELEV. 49'-0"

CORRIDOR 401

HOIST BEAM BELOW CMU BLOCK WALL BELOW

-.090" ECOWHITE PLATINUM EPDM MEMBRANE -1/2" PROTECTION BOARD - RIGID INSULATION - 2" METAL DECK

ELEVATOR HOIST VENT W/ MOTORIZED DAMPER

C

3/4" DIAMETER STEEL BAR

ELEVATOR ROOF ASSEMBLY:

HOIST BEAM SEE STRUCT. DWGS

2 1/2"

2"

D

1/2"

D

DETAILS

Peter Quinn Architects

2016 - 2017

This drawings are created using the building specs about materiality and code requirements as well as manufacturer requirements for sealing all openings

113

BUILDING SECTIONS

1 A3.1

SECOND FL ELEV. 15' - 6

8'-2 3/4"

6'-8"

T.O, UPPER ROOF ELEV.= 34' - 6"

WOOD DECKING ON SLEEPERS

10'-0"

8'-7 1/8"

BATH 206

T.O, ROOF ELEV. 25' - 6"

LIVING ROOM 103

FIRST FLOO ELEV.= 4' - 6

11'-0"

ENTRY 102

9'-5 1/8"

2016 - 2017

2ND FLOOR ELEV. 15' - 6"

FAMILY ROOM 006

9'-0"

7'-9 1/4"

1ST FLOOR ELEV.= 4' - 6"

BASEMENT ELEV. = - 4'

Peter Quinn Architects

BASEMENT FLOOR ELEV. = - 4' - 6"

114

2

TYP. BUILDING SECTION SCALE: 1/4"=1'-0"

WALL SECTION This drawings are created using the building specs about materiality and code requirements

DECK DRAINING

7'-9 1/4"

WOOD DECKING ON SLEEPERS TYPICAL ROOF ASSEMBLY:

-.060 EPDM RUBBER MEMBRANE -1/4" PROTECTION BOARD -1" MIN. TAPERED RIGID INSULATION (R-10), SLOPED TO ROOF DRAIN- SEE ROOF PLAN -3/4" PLYWOOD SHEATHING -14" I JOISTS @ 24" O.C.- SEE STRUCT. DWG -OPEN CELL SPRAY FOAM INSULATION (R-38 TOTAL) -1X3 STRAPPING @ 16" O.C. -5/8" GWB

PETER QU

259 ELM S

SOMER

PH SEAL

ROOF T.O. SHTG ELEV. 25' - 6"

SIM. 3 A4.1

2 SIM. A4.1

7'-0"

TYPICAL EXTERIOR WALL ASSEMBLY: TYPE 1

-FIBER CEMENT LAP SIDING (7" EXPOSURE) -3/8" VERTICAL STRAPPING - W.R. GRACE VYCOR ENV-S BARRIER -1/2" EXTERIOR GRADE PLYWOOD SHEATHING -2X6 WOOD STUDS @ 16" O.C. -5 1/2" OPEN CELL SPRAY FOAM INSULATION (R-20) -VAPOR BARRIER -5/8" GWB, TYPE X

8'-10" SHT. TO B. OF STRUCTURE

10'-0"

CONSULTANT

BATH 206

FLOOR/CEILING ASSEMBLY:

-3/4" HARDWOOD FLOOR -ROSIN PAPER -3/4" STRUCTURAL OSB (ADVANTECH) SHEATHING -11 7/8" I JOISTS @ 19.2" O.C.- SEE STRUCT. DWG -1X3 STRAPPING @ 16" O.C. -5/8" GWB.

PROJECT

2 SING

9 DECATUR ST CAMBRIDGE, M

2016 - 2017

SECOND FLOOR T.O. FF ELEV. 15' - 6"

T.O, UPPER ROOF ELEV.= 34' - 6"

2ND FLOOR ELEV. 15' - 6"

48 CENTRAL S SOMERVILLE,

LIVING ROOM 103

3'-4"

10'-0"

WOOD ENTRY STEPS & STEEL RAILINGS BEYOND

9 DECATU

FLOOR/CEILING ASSEMBLY:

-3/4" HARDWOOD FLOOR -ROSIN PAPER -3/4" STRUCTURAL OSB (ADVANTECH) SHEATHING -11 7/8" I JOISTS @ 19.2" O.C.- SEE STRUCT. DWG -1X3 STRAPPING @ 16" O.C. -5/8" GWB.

FIRST FLOOR T.O. FF ELEV.= 4' - 6"

9'-0"

11'-0"

1ST FLOOR ELEV.= 4' - 6"

9'-0"

FAMILY ROOM 006

7'-10 5/8" CONC. TO B. OF STRUCTURE

WALKWAY SIDEWALK

DRAWING TITLE

BUILD SECTI WALL SECTI Peter Quinn Architects

ENTRY 102

FRAME SIZE

T.O, ROOF ELEV. 25' - 6"

9'-7 1/4" SHT. TO B. OF STRUCTURE

11'-0"

PREPARED FOR

SCALE AS NOTE

REVISION / IS

TYPICAL BASEMENT FLOOR ASSEMBLY:

-PORCELAIN TILE ON THIN SET -4" REINF. CONCRETE SLABSEE STRUCT. DWG -6 MIL POLYETHYLENE VAPOR BARRIER -2" RIGID INSULATION (R-10 FOR 24" BELOW) -6" MIN. CRUSHED STONE -COMPACTED SOIL

PERMIT SET DRAWN BY

EC

BASEMENT T.O. FF ELEV. = - 4' - 6"

SHEET BASEMENT FLOOR ELEV. = - 4' - 6"

A

115 SECTION @ FRONT ENTRY 1 WALL SCALE: 1/2"=1'-0"

RENDERINGS

Peter Quinn Architects

2016 - 2017

Boston Post Road (Existing Elevation)

116

Boston Post Road (Proposed Elevation)

Peter Quinn Architects

2016 - 2017

Prospect Hill (Entrance Design)

117

Johnny D’s ( Front Elevation)

CERTIFICATES

Peter Quinn Architects

2016 - 2017

The office organizes learning seminars with different product representatives, and I have attended many of these events. Below are some of the certificates of these classes.

118

119

Peter Quinn Architects

2016 - 2017

SITE VISITS

18 Eliot St (Measuring Visit)

Peter Quinn Architects

2016 - 2017

Site visits are usually dedicated to measuring existing conditions and construction administration.

120 346 Highland St (Measuring Visit)

2016 - 2017 Peter Quinn Architects

46 Mudock (Construction Admin.Visit)

121 13 Roberts st (Construction Admin.Visit)