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
Fa11 2016
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.
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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
G
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)