Segment II portfolio by Jehiel Rosario

JEHIEL E. ROSARIO

ACADEMIA-PROFESSIONAL EXAMPLES

CONTENTS ACADEMIC WORK 5. REFLECTION 6. ARCH 2 STUDIO 17. ARCH 3 STUDIO 22. ARCH 4 STUDIO PROFESSIONAL WORK 52. CONSTRUCTION DRAWINGS 54. REVIT MODELING

ACADEMIC

ACADEMIC WORK

REFLECTION

The first time I was aware of the term architecture, I must’ve been around three years of age. An aunt of mines which I never got to meet due to her passing before I was born, past away during the final stages of her thesis work due to health complications. I seen the pain such event brought to my family, and how the unfulfilled hopes, promises and expectations scarred the members of my family. I happened to stumble across some of her work during my childhood, and it was obvious that her talent was inmensed. Her detailed linework in her drawings was the first definition of grace and hard work for me as far back as I can remember. By the time I was four years of age I knew what I wanted to be and that was to be an Architect. My father was good at hand drawing and I always practiced hand drawing as a child; Building blocks were my favorite toy at the time, but the first time I seen the swing of a door on a set of construction drawings I just knew what it was. I cannot explain how or what made me know what it was but I just knew. I did not picked up a sport or a video game as a favorite past time during my childhood, not knowing that probably was due to the limited financial means that were available to my parents but drawing and reading were and still my favorite thing to do. My mother was very hesitant on me choosing to be an architect, I found it odd at the time but then again the family member that past away was her sister, and me not having the perspective of a mother seeing her first child pick up the same trade that her deceased sibling chose, I was at odds with her not supporting my ideas at first. Now at my age I can fully understand her concerns at the time... When I first came into the doors of the BAC, I thought I had defined my artistic design language as an architect. thought with the years I had under my belt of hand drawing were enough for me to push my believes on others. I had the perception (at the time) that I was a polished, refined and in some ways, which now thinking back on that time it was plainly wrong by me, I assumed that I knew everything that has to do with architecture. At times I had the audacity to dismiss the work of others in a moments notice if it did not appealed to me from first sight. Of course all these thoughts derived from the notion that form was the focal point of structures, completely ignoring function, purpose, concept, program and execution. All these terms were unknown to me of course, but with lack of perspective and knowledge I couldn’t see that far..... Arrogance can be a friendly enemy to the mind. Eventually I managed to get practice working in the field as a apprentice under contractors, architects, surveyors, electricians and carpenters which allow me to realize almost every single day that I did not knew much and made me realize how wrong I was during the times of my early stages of schooling. During these times I wanted to give up. I realize the talent I thought I had was sub-par and my work ethic was mediocre at best. However those memories of my childhood managed to make me refocus on the goal of becoming the architect I promised to myself that I would become. After all this time I have realize that being an architect is much more than a pretty drawing of a home or structure. It is really defined by the person that practice architecture, for me is has become the answer to the problem within space. JEHIEL E. ROSARIO

DESIGN STATEMENT The main goal for this project was to re- design the Boston Food Distribution Center located in Chelsea, MA. with a focus on resilient architecture. The studio had to take into consideration the sea level rise expectancy in the area as well as the function of the building. This building is of high importance to the infrastructure of the metropolitan area of Boston. We as a Studio focused on the idea on how to keep the distribution center running during weather precipitation and sea level rising expectansy 90 years from the time of execution. I was in charge of designing the food distribution center, with a Net-zero energy approach. We had to do background research of the site due to the fact that the area is a hub of commerce which at the time was going under major construction and redevelopment. At the time this was the most complexed project I’ve been involved as a student at the BAC.

INSTRUCTORS Arlen Stawasz Tyler Hinckley

ARCH 2

HISTORY EVERETT The area of Everett Massachusetts, use to be part of the Charlestown Grant in 1629 and was normally called the Mystic side or south Malden. The main transpiration that was used to bring people to Boston, was the Penny Ferry which began in 1640. The ferry in use until 1790, when the Malden bridge was put over the Mystic river. The ferry served everyone north of Everett on the Mystic River, and the bridge stopped that only having an 8-foot clearance. The man economic base for Everett was fish, and agriculture. Other business that were getting started were shoemaking and brickmaking, however agricultural pursuits stayed dominant. In the year 1848, Everett started the twenty-one-year struggle of trying to separate from Charlestown. By 1870 their independence was achieved and the population grew to 2,152. This was the start of Everett making its mark in the area, industries grew, fast boosting the economy, with the agriculture being the main motivation of the society. The Chemical Works was built in 1868, where the new Wynn casino is being built. The area was taken over by different chemical throughout the years. Mystic Generating Power Plant was built 194. In the beginning the power plant was using eight units, pushing out 1,968

Chelsea Square - http://energytariffexperts.com/blog/2013/4/28/power-plant-of-the-week-mystic-generating-station

CHELSEA Historic map of Everett and Chelsea - http://www.historicmapworks.com/Map/US/53794/

megawatts of power which can power 322,752 homes, and now producing 50% of Boston’s energy By 1945 Everett had its name on the map, the population was at its peak, 48,242 people. The community of Everett was third on manufacturing in the Greater Boston Area, behind Cambridge and Somerville. They are also second in the area in wages paid, this was the final peak for Everett. Since this time Everett has been working well from an industrial stand point, but has lost his social identity. Boston’s Orange Line use to have a stop in the beginning of Everett, that was taken out in 1975.

Everett Square - http://www.nobomagazine.com/2012/01/15/a-brief-history-of-the-city-of-everett/

4 | RESEARCH

The area of Chelsea used to be known as Winnisimmet, good spring nearby, to a Massachusetts tribe. Samuel Maverick settled in the area 1624 and considered Chelsea to be the first permanent settlement by Boston Harbor. The city was then sold to Richard Bellingham ten years later but wasn’t given the name Chelsea until 1739. In the 1840’s Chelsea became a power house in wooden ship construction, and as years went into the industrial age so did Chelsea’s industries. They shifted to manufacturing rubber and elastic goods. In the spring of 1908, almost half of the city of Chelsea was destroyed, only the first fire of two that would devastate the city.

This horrific fire left over half the population of Chelsea homeless, making many of the residents leaving and never coming back even after all the repairs. This gave room for crowded immigrants in Boston to move in. In 1919 Chelsea hit its peak population of 52,662 people..After WWII the city went on a decline, losing 38 percent of the population. The Route 1 North Expressway was built in the 1950’s, cutting the city in half abandoned historic homes, industrial buildings, salt piles, and gas and tank storage. 1973 was the year of the second fire, burning eight-teen blocks. Chelsea started being called the “rag shop district

ESO Everett - http://www.aukevisser.nl/inter-2/id318.htm

RESILIENT FOOD STUDIO | 5

SITE DIAGRAM

Existing program Boston’s food distribution

A VERY DENSE AND CONGESTED INDUSTRIAL HUB

Energi GDF / Distrigas Residential area Oil and LNG storage area Mystic Generating Station

Commercial area

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6 | RESEARCH

in Tob

mystic river

bri

Ma lde

nb ridg

OL NE D M W ON WY SA NN NT CA O S SIN ITE O

RESILIENT FOOD STUDIO | 7

SOCIAL

Everett

POPULATION INEQUALITIES Everett and Chelsea have a wide spread of ethnicities. Everett does have a 62.8% white community, with some Hispanic, Asian, African American and Indian American culture thrown in. Even though Everett is predominantly white, their neighbor’s Chelsea has a 61.1% Hispanic community. These two cities are very diverse and they need something to bring that together and embrace it.

EVERETT 42,935

In the beginning of Everett’s settlement, the 1700’s, the population was around 100-200 people. The population started growing more when Everett was White trying toHispanic gain Chelsea African American Asian their independence. By the 1800’s the population was around 800 people. Once Everett achieved their Year Chelsea Everettthat same independence their population hit 2,152 year. As the1700 city started industrializing people of 112 the 108 Everett started 1725migrating to Boston. 205However, 151with the CHELSEA big companies residents came 1750moving to the city 472 325 back 37,084 for all the new jobs reaching 37,718 1775 525by 1915.356 1800 849 402 Chelsea was1825 settled on 1624, in the 642 first two 812hundred years the population barely made it over one thousand 1850 6,701 1,356 people. In the 1890’s the “great wave” of Jewish, Russian 1875 18,547 2,200 White theHispanic African American Asian and Eastern European immigrants started flooding 1900 34,072 24,336 city. By the 1930’s the population had grew to almost 1925 After the first great 43,184fire the 40,120 46,000 people. population 1950 dropped, but still hit its peak 38,912 of 56,66245,982 people was 1975 The population 30,625 42,485hit after reached in 1919. took another 2000 38% from 1940-1980. 35,080 38,037 WWII, decreasing 2025 41,892 47,155

BLACK - 14.3% HISPANIC - 21.1% WHITE - 62.8% ASIAN - 4.8% AMERICAN INDIAN - 0.4%

Indian American

Two or more

BLACK - 8.5% HISPANIC - 62.1% WHITE - 47.8% ASIAN - 3.1% AMERICAN INDIAN - 1.1% Property Value Map - http://ss2.climatecentral.org/#12/42.3137/-71.0789?show=satellite&projections=0-RCP85-SLR&level=5&unit=feet&pois=hide

Indian American

Two or more

ChartLEVELS Title GROWTH INCOME 50,000 50,000

AVERAGE INCOME OF GREATER BOSTON AREA EVERETT

CHELSEA

$53,833

$48,752

45,000 45,000

$66,986

SOMERVILLE

40,000 40,000 35,000 35,000

30,000 30,000

$69,160

BOSTON

25,000 25,000 20,000 20,000

MEDFORD

$77,865

15,000 15,000 10,000 10,000

MALDEN

5,000 5,000 00 1650 1650

6 | RESEARCH

1700 1700

1750 1750

18001800

18501850

Chelsea

Everett

The diversity and enriched culture of these two cities may be high but their median income levels are on the low side when compare to the places around them. The places that are in the higher end of this is Boston, Somerville and Medford, they are averaging over $60,000 in income over the city, with Malden coming in a littler under $60,000 yearly. Even though Everett and Chelsea are on the lower part of the scale in this category, The Wynn casino, coming in 2019, with be providing a lot of jobs for its construction and even more long term jobs for the community.

$55,523

1900 1900 1950 1950 2000 2000 20502050

RESILIENT FOOD STUDIO | 7

ECONOMIC INFRASTRUCTURE VULNERABILITIES The industrial park in the lower part of Everett includes different companies that are vital to the Metropolitan area. The New England Produce Center, which produces more than 40% of the Greater Boston Area, is on the edge of Chelsea and Everett. This produce terminal has 128 bays, and around 400 people working there. The terminal has 300-500 trucks coming through daily. The NEPC is more just the middle man for grocery stores and bodegas they are a public produce provider, anyone can walk into the center and purchase the variety of food they have. If Boston does not receive their share of truck loads in three days, Boston will go into a state of emergency. Distrigas is the top importer of Liquid Natural Gas (LNG) into the U.S. This LNG terminal, in Everett, is essential to New England energy needs, producing nearly 20% of New England’s natural gas supply. It is the longest operating LNG terminal and an essential part of the regions energy supply mix. Going through 100 million cubic

feet/day with trucking capacity and millions of Vaporization capacity. cessary back pressure on the pipeline system. Mystics Generating Power Plant is also in this park. It’s another company important to Greater Boston’s power supply, providing more than 30% of power. These two company’s area also an important part of the US pipelines, the Distigas terminal proves the necessary back pressure on the pipeline system. There are six different pipelines going through lower Chelsea and Everett. There is the Tennessee Gas Pipeline, Algonguin Gas Pipeline, National Grid, Mystic Station, and local distribution. The Tennessee line also known as Kinder Morgan’s Pipeline, runs approximately 11,800-mile interstate pipeline. It transfers natural gas from the Gulf of Mexico up to north eastern section of the United States, including Boston and New York, pushing out 750 PPIG. The Algonguin gas transmission is a 1,100-mile system, delivering natural gas into New England. Similar to the other line it goes all the way down

DISTRIGAS PIPELINES

TENNESSEE GAS PIPELINE

Distrigas Oil Storage -http://www.powermag.com/everett-lng-terminal-at-the-crossroads/

Mystic Power - http://energytariffexperts.com/blog/2013/4/28/power-plant-of-the-week-mysticgenerating-station

to the Gulf of Mexico, but lays along the northeastern coast line. National grid pipeline is not nearly as long as the others, it distributes to the National Grid stations around New England. Mystic Generating Station has its own personal gas pipeline; it solely runs on gas from the LNG terminal right down the road. The station takes most of the gas out of the six different pipelines, taking 30-40%, pushing approximately 750 PPIG. The boil off or local distribution line uses the least of the lines, only using 1-2%, pushing out a petite 22 PPIG. Finally, we have the liquid delivery, this is not a pipeline but is transporting 1 million gallons/day via trucks. Still using more of a percentage than the local distribution.

ALGONGUIN GAS PIPELINE NATIONAL GRID MYSTIC STATION LOCAL DISTRIBUTION LIQUID DELIVERY

NEPC - Photo taken by Anthony Pietroforte

8 | RESEARCH

https://www.bostonglobe.com/business/2015/04/24/c-tough-decisions-about-energy//story.html

RESILIENT FOOD STUDIO | 9

ENVIRONMENTAL CLIMATE CHANGE VULNERABILITIES

INCREASES INTENSITY OF STORME

Hurricane .

The world we live in is not in the best of shape right now, even if we can go green in everything the damage has been done. The damages we have been starting to see are sea-level rise, increase in precipitation, heat waves and increase in the intensity of storms. Since 1958 to 2010 there was a seventypercent increase of precipitation. This statistic was for the United States, but the Northeast region of the US has had a faster increase of precipitation over the whole country.

22FT FT SLR SLR

33FT FT SLR SLR

4 FTSLR SLR 4FT

5 FT SLR

6 FT SLR

7 FT SLR 7FT SLR

8 FT SLR

9 FT SLR

Flooding

INCREASE IN TEMPERATURES CAUSING MORE PERCIPITATION The rising of the temperatures means that ocean will be evaporating more after than normal, causing more the air to hold more water. Which will create heavier precipitation events. This is makes all the problems become even worse. From 1985 to 220011 there was a 0.16 F increase per decade, increasing 10% or five inches per decade.

1 FT SLR

Increased Percipitation

Rising Temperatures

Sea level rise is expected to be 5 feet by 2070 beyond current level.

http://surgingseas.climatecentral.org/#12/42.3136/-71.079

10FT SLR 10 FT SLR

10 | RESEARCH

RESILIENT FOOD STUDIO | 11

ENVIRONMENTAL

12 | RESEARCH

RESILIENT FOOD STUDIO | 13

NZFDCB

PLAN AND BUILDING FOOTPRINT

NET ZERO FOOD DISTRIBUTION CENTER Food production and distribution are a major problem accross the world. Although there is enough food in the world for every human being on Earth (statistically), Not everyone has the means to have food at their disposal. Waste of food itself is also an issue that further deteriorates the problem that is food. But what if there’s a place with proximity to a major city in the U.S. which major focal point is emphazising the problem and tackles solutions by educating and improving the “food experience” for consumers, disribuotrs and simultaneously it serves as a future precendent for a net zero energy and waste commercial building.....

SITE

BUSINESS LAYOUT

I propose a zero net/zero waste and net-zero water, food distribution center, which main strategy is to educate the local community on where their food comes from, how it’s processed and disposed, but also focuses on displaying the beast of food consumption at a global and national and local level, while practicing a common food distribution business model in conjunction with a public limited market place.

SITE RELATION TO OTHERS

PHAZING PLAN

NET ZERO KEY PLAN AND STRATEGY LOADS

EFFICIENCY

RENEWABLES

OPTIMIZING

A/C HEAT LIGHTING MACHINERY

GEO THERMAL HEAT COLD EXCHANGE ENERGY RECOVERY

SOLAR RAIN WATER

WATER CONSUMPTION WATER USE WASTE REMOVAL AND RECYCLING

ROA D

SITE ACCESS

SUSTAINABLE STRATEGY

PROPOSAL INTENT AND STATEMENT ALL STRATEGIES ON SITE, MAIN FOCUS IS TO PRESERVE WATER, ENERGY AND COST OF WASTE REMOVAL AND PROCESSING. THE ARCHITECTURE IN THE SITE REFLECTS THE FUNCTIONS WITHIN THE BUILDING AS WEL THE STRATEGIES TACKLED BY THE DESIGN ON THE EXTERIOR AND LOCATION OF MASSING. ALL SYSTEMS IN THE BUILDING ARE INCONJUNCTION WITH THE RESILIENT INTENT.

ZERO NET ENERGY, WATER AND WASTE STRATEGY KEY MAP

COMMERCIAL VEHICULAR PATH

PUBLIC VEHICULAR PATH

RAIN GARDEN

COMPOST AND WASTE ZONES

SECTION A.2 WATER CANAL PRISMATIC LENS SKYLIGHT

TRAILER TRUCK TURNING RADIUS

ROOF PIVOT POINT AND UPPER WATER CANAL

SECTION A.1

SOLAR PANEL

DETAIL SECTION AND SYSTEM STRATEGY CLEAR STORY WINDOW

R40 WALL INSULATION

R60 INSULATED ROOF

GEO THERMAL WATER COOLING PIPES

R50 WALL INSULATION

SHROUD [TRUCK ENTRANCE]

GEO-THERMAL SYSTEM WATER PIPE (DOWN 200’ INTO THE GROUND)

DETAIL SECTION

RAIN WATER COLLECTING TANKS

WATER CANAL

RESILIENT CHELSEA STUDIO

HIERARCHY MAPPING ACTIVITY IDIOM

SECTION A.1

1. SHIPPING AND RECEIVING PATHWAYS

3. VISUAL CAPABILITY OF COMMERCIAL AREA AMONGST

ALONG THE BUILDINGS

THE EDUCATIONAL/COMMERCIAL TYING BELT.

5. COMPOST AND WASTE ZONES SERVE AS RAIN WATER FILTERING SYSTEM AREAS GUIDED BY THE SHAPE OF ROOF

COMPOST/WASTE AREA ELEVATION

SECTION A.2

2. DLH- SERIES BAR JOIST STRUCTURAL ELEMENTS FOR FRAMING OF

4. A “FARM FIELD” OF SOLAR PANELS AND SKYLIGHTS WILL BE

THE PITCH FLAT ROOF. (15’ OF DISTANCE FROM ONE ANOTHER.

FEATURED IN THE ROOF OF THE PRODUCTION BAYS

RESILIENT CHELSEA STUDIO

RENDERINGS

PERSPECTIVE VIEW FROM PUBLIC SPACE LOOKING OVER COMMERCIAL PATHWAY

NZFDC

COMPOST WASTE AREA BAY

SHIPPING/RECEIVING COMMERCIAL ALLEY

RESILIENT CHELSEA STUDIO

DESIGN STATEMENT The main goal for this project was to design a contemplation center in the Al Wathba Wetland Reserve in Abu Dhabi. The main focus was to desing a place that will have a minimum impact on the site since the land is dedicated to the research and contemplation of flamingos. The site for construction was limited and the use of space required to have am area fully dedicated to education, contemplation and research combined with a small cafe area. This was the one semester that had to be cut down short due to COVID. for the first few weeks of the sememster we were able to meet with the instructor in person, then we migrated to remote access via online. The challenge was interesting but since the basis were covered by the instructor during the first weeks, the execution was succesful by the studio. My approach was to use all possible spaces to cover all areas of the structure, by using the roof of the building as the contemplation space.

INSTRUCTOR Natalie Adams

ARCH 3

AL WATHBA WETLAND RESERVE

JEHIEL E. ROSARIO

X D S 1 0 0 0 SPRING 2020

LOCATION

ABU DHABI AL-WATHBA WETLAND RESERVE UAE @24.2642771,54.595784

Site Location

N 0mi

SITE SITE LOCATION WITHIN PROJECT SITE

SITE

AL WATHBA WETLAND RESERVE

JEHIEL E. ROSARIO

THE SITE IS LOCATED IN THE NORTH OF THE AL WATHBA WETLAND RESERVE. THE ENVIRONMENT OF THE SITE CONSIST OF A RICH POPULATION OF FAUNA, WITH A HIGH CONCENTRATION OF FLAMINGOS AND A VAST RANGE OF INSECTS. THE WEATHER IS DRY AND ALL FACILITIES ARE TO BE LOCATED WITHIN ONE ROOF.

X D S 1 0 0 0 SPRING 2020

EN TRY

SITE PLAN CONTEXT PARKING AREA TRU TH

TRU

TRAINING ROOM

TOILETS / DISPLAY AREA

INFO CENTER

PARKING AREA

RESTAURANT / CAFE

CONTEMPLATION AREA

PARKING AREA

FOOT TRAFFIC WITHIN PROPOSED BLDG. FOOT TRAFFIC ABOVE PROPOSED BLDG.

THROUGH BUILD ING

TOILETS/DISPLAY AREA & INFO. CENTER

NS- SECTION

SMALL CAFE AREA/ TRAINING ROOM FOOT TRAFFIC THROUGH TERRACE

TERRACE

EW - SECTION

FOOT TRAFFIC

EW - SECTION

NS- SECTION

CONTEMPLATION/ FAUNA INTERACTION AREA

S CONCEPT DIAGRAM

LEVEL 1

THE ORIGINAL CONCEPT CONSISTED ON HAVING ALL TRAFFIC TO BE EASILY ACCESSIBLE WHETHER BY FOOT OR VEHICULAR. ALTHOUGH I DEPARTED FROM THE ORIGINAL CONCEPT, MOST OF THE ORIGINAL IDEAS ARE IN PLACE.

LEVEL ONE HAS MOST OF THE REQUIRED FACILITIES IN THIS LEVEL. PARKING AREA IS CAPABLE OF HOLDING UP TO FIFTEEN CARS.

NORTH ELEVATION

LEVEL TWO IS COMPOSED BY THE TERRACE. THIS AREA ALLOWS USERS TO INTERACT WITH THE BUILDING AND FAUNA SIMULTANEOUSLY.

SOUTH ELEVATION

EAST ELEVATION

WEST ELEVATION

JEHIEL E. ROSARIO

LEVEL 2/ TERRACE

X D S 1 0 0 0 SPRING 2020

HIERACHY MAPPING

IRRIGATION POINT

ACTIVITY IDIOM, MATERIAL SELECTION

HIGH LINE NYC (PRECEDENT )

NS - SECTION

ENTRY TIER

TIER 1 S TIER 2

VIEWS THROUGHOUT SITE

SITE

(TIER SYSTEM)

3. VISUAL CAPABILITY BY MULLION 1. CONCRETE SLAB STAIRWAYS FOR FAUNA

SYSTEM BEING IN PLACE. 4. GLASS GUARDRAIL SYSTEM FOR ELEVATED

INTERACTION AREA

AREAS IN TERRACE OF BUILDING

5. WHITE FACADE INTENDED FOR THE BUILDING. MOST LIKELY BRICK OR STONE-WORK METHODS.

2. CURVED CURTAIN WALL FOR FACADE THROUGHOUT MOST OF THE BUILDING FEATURES

DETAIL SECTION AND SYSTEM STRATEGY LEVEL 2 @ 16’ ABOVE GORUND LEVEL 1

FRONT OF BUILDING

EW - SECTION

SECTIONS INDICATING PROPOSED MATERIRALS AND ACTIVITY IDIOM

RENDER

JEHIEL E. ROSARIO

BAR/RESTAURANT AREA

X D S 1 0 0 0 SPRING 2020

DESIGN STATEMENT The main goal for this project was to design a recreational center in the city of Cambridge MA. the site is located in an area familiar to plenty of the BAC student body. My approach was mainly focused on the fitness aspect for the user. Since one of the main problems during the quarantine period of COVID was getting exercise, I injected my personal struggles into the project. I proposed to have a climbing wall that serves as the focal point of the building within the structure, which gives the users a way to interact with the building vertically depending on your climbing skill level. Not only climbers get to experience this but with the help of contemplation windows within the climbing area, allows climbers and users of other spaces to interact with each other without pausing their respective forms of use. Research of materials, techtonics, methods of egrees and Hvac was essential to the design process of the studio. This was by far the most challenging Studio for me. The instructor was very helpful giving instructions during thr COVID period.

INSTRUCTOR Amy VanLauwe

ARCH 4

ARCHITECTURAL STUDIO 4

CAMBRIDGE COMMUNITY AND RECREATIONAL CENTER BOSTON ARCHITECTURAL COLLEGE ARC1004 AMY VANLAUWE

JEHIEL E. ROSARIO

FALL 2020

SITE

CAMBRIDGE ME

SITE

VEHICULAR TRAFFIC FOOT TRAFFIC

IEL

RIV

D E

BOSTON

IER

TTS

TUR

IKE

BOSTON UNIV. BRIDG

RIA

SITE LOCATION: Open field in Magazine Beach Park in Cambridge, MA. The site has plenty of views of the city of Boston across the Charles River. It is a site that has a vast volume of foot traffic during the warm days of the year.

JEHIEL E. ROSARIO

FALL 2020

PROCESS - PRECEDENTS AND ANALYSIS PRECEDENT

PRECEDENT IS LOCATED IN BOURDAUX FRANCE. A FORMER GARAGE CONVERTED INTO A COMMUNITY CENTER

JEHIEL E. ROSARIO

FALL 2020

PROCESS - SITE DIAGRAM & ANALYSIS SITE INTRO

SITE

NOLLI PLAN SKETCH

SITE INTRO SITE BIKE PATHS

SECTION SKETCH POINTS OF ENTRY THRU SITE (EXISTING) SHAPE EXPLORATION “VOID VS SOLID”

SKETCHES SHOWING SITE ENTRY AND POSSIBLE SCHEMATIC TECTONICS

JEHIEL E. ROSARIO

FALL 2020

PROCESS - CONCEPT CONCEPT MODELS

“PLAYFUL”

”WAYFINDING”

“SHAPE”

“UNEXPECTED”

“MODERN”

INITIAL MODELS PLAYED WITH THE IDEA OF FORM AND POSSIBILITIES OF CIRCULATION

JEHIEL E. ROSARIO

FALL 2020

PROCESS - CONCEPT PROGRAMMING

Area distribution within the building was essential during the planning process. Bubble diagrams were used to plan the circulation plan throughout the floors of the structure.

BUBBLE DIAGRAMS

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

PROGRAMMING OF SPACES THROUGHOUT THE BUILDING WITH A VERTICAL APPROACH

JEHIEL E. ROSARIO

FALL 2020

PROCESS - CONCEPT STRATEGY & RESEARCH PASSIVE STRATEGY

PASSIVE HOUSE WINDOW DETAIL

RESEARCH MATERIALS

Level 5 59' - 0"

2 mm

2.5 mm

1/8" 3/8"

1-1/2" GRIDWORX STEEL FASTENER 16" OC GRIDWORX INTERMEDIATE ANCHOR

SOLAR PANELS

2.5 mm

Z-CHANNEL W/G90 COATING @ 16" O.C. (GAUGED BY ENGINEERING)

HIGH GRADE SHEATHING OVER METAL STUDS @16" O.C.

Level 4 47' - 0"

ACOUSTIC PANEL CEILING

WATERPROOFING MEMBRANE AT FACE OF SHEATHING (BY OTHERS)

3 85" MLT STUD

Level 3 35' - 0"

WEEP HOLES @ 16" O.C. LOW MODULUS SILICONE APPLIED CONTINUOUSLY INTO FORK SLOT

5 8"

GYPSUM BOARD

DROP CEILING

LOW MODULUS SILICONE APPLIED CONTINUOUSLY INTO SLOTS

INSULATION

AUDITORIUM SEATING/STEPS

ST GEORGE CENTER AT GENEVA

EFCO WINDOW TYPE

Level 2 15' - 0"

EXT

DETAIL

WALL AT WINDOW DETAIL

INT 2 1/4" 3/8"

FRAME DIMENSION

A7.0

5/8"

WEEP HOLES

ROUGH OPENING

D.L.O.

3" = 1' - 0"

1/4"

WOOD SILL

FLASHING

GAP TO VENT

HW 6

Level 1 0' - 0"

WALL AT WINDOW DETAIL SCALE: 3"=1'-0"

JEHIEL E. ROSARIO

STRUCTURAL INSULATED PANELS

BUILDING SECTION SCALE: 1/16"=1'-0"

HIGH GRADE SHEATHING OVER METAL STUDS @16" O.C.

ACOUSTIC PANEL CEILING

Structural insulated panels provide building panels for the walls, floors, and roofs of homes and light commercial buildings. Other names for SIPs include foam-core panels, structural foam panels, stress-skin panels, and sandwich panels. Manufacturing of SIPs occurs under controlled conditions in a factory. Four- and eight-inch thick rigid foam panels, placed between two stiff sheathing materials form the SIPs. Products used to make the foam include either expanded polystyrene (EPS), extruded polystyrene (XPS), polyurethane (PUR) or polyisocyanurate (PIR). Manufacturer's pressure laminates the EPS and XPS foam and sheathing together. WATERPROOFING MEMBRANE AT FACE OF SHEATHING (BY OTHERS)

3 58" MLT STUD

WEEP HOLES @ 16" O.C.

5 8"

GYPSUM BOARD

LOW MODULUS SILICONE APPLIED CONTINUOUSLY INTO FORK SLOT

LOW MODULUS SILICONE APPLIED CONTINUOUSLY INTO SLOTS

EFCO WINDOW TYPE

EXT

2 1/4"

FRAME DIMENSION

3/8"

ROUGH OPENING

D.L.O.

INT

1/4"

5/8"

WEEP HOLES

WOOD SILL

FLASHING

GAP TO VENT

JEHIEL E. ROSARIO

Manufacturers inject and cure (under high pressure) the liquid PUR and PIR foam. Producers of SIPs commonly use 7⁄16-inchWINDOW thick oriented DETAIL strand boards (OSB) for the sheathing boards. Other sheathing 2 SCALE: 1/4"=1'-0" materials include plywood, gypsum sheathing, sheet metal, fiber-cement siding, magnesium-oxide board, fiberglass mat, and composite structural siding panels. SIP construction produces straight walls with higher levels of insulation, airtightness, and strength compared to woodframe construction. However, the numerous problems with SIP construction can diminish the quality of the wall system and ultimately cost both the contractor and building owner time and money.

RESEARCH MATERIALS

CLIMBING WALL POSSIBILITIES

ST GEORGE CENTER AT GENEVA AT NIGHT

RESEARCH MATERIALS Corten Steel (sometimes known as weathered steel) is a group of steel alloys that are often used in outdoor construction. CORTEN STEEL was designed to eliminate the need for painting and if left outside, exposed to the elements, they will develop a rusted appearance in just a few months. In the 1930’s, U.S. STEEL DEVELOPED a commodity that they named Corten steel. The product was originally designed to help build railroad coal wagons. The success of the coal wagons led to it being a prominent material for outdoor art projects during the 1960’s. In America, you can still find some early examples of the delicacy of Corten Steel structures OR-TEN refers to corrosion resistance and tensile strength. USS sold its discrete plate business to International Steel group; USS still sells branded material in strip-mill plate and sheet forms. Weathering steels, such as ASTM A847, A588, A242, A606 and COR-TEN exhibit superior corrosion resistance over regular carbon steel as a result of the development of a protective oxide film on the metals surface which slows down future corrosion.

JEHIEL E. ROSARIO

FALL 2020

PROCESS - STUDY MODELS & STRATEGY JEHIEL E. ROSARIO ARC 1004 FALL 20'

12 STRUCTURAL INSULATED PANEL

1/4

CONTEMPLATION AREA

COMMUNITY SPACE

CORTEN STEEL PANEL

FIXED WINDOW TYP.

AUDITORIUM AREA

MTL. HEADER

COMMERCE AREA EXTERIOR ELEVATION

BUILDING SECTION

THE MAIN FOCAL POINT WITHIN THE STRUCTURE. HOW DOES A CLIMBING WALL IS BUILT AND HOW TO BUILD IT.

JEHIEL E. ROSARIO

FALL 2020

BUILDING OCCUPANCY Jehiel Rosario Occupancies: A-3 – Gathering Spaces A-4 – Indoor Sporting Events A-2 – Intended for food and/or drink consumption A-1 – Production and viewing of arts. Group S – Place where items are stored Group B – Place where services are provided Building Height: Building Stories: 4 Building Height: 65 feet Allowable Height: 85 feet Construction Type: Type II Construction – Non-combustible/limited combustible Type II-B – Most common type of Fire resistance. Allowable Stories Above Grade: Group A-3: Three stories above Grade Group S: Three stories above Grade *Max Egress Distance 250 feet.

JEHIEL E. ROSARIO

FALL 2020

FLOOR PLANS

FLOOR PLANS PROGRAM 3

4 6

1. 2. 3. 4. 5. 6.

ENTRANCE ELEVATOR/FREIGHT EGRESS STAIRWAY KAYAK STORAGE BATHROOM CLIMBING WALL

6. 7. 8. 9. 10.

LOUNGE CAFE AREA ADMIN OFFICE LOCKER ROOM LOBBY/INFORMATION DESK KAYAK RENTAL DESK

4 6

PROGRAM 1. 2. 3. 4. 5. 6.

9 7

ENTRANCE ELEVATOR/FREIGHT EGRESS STAIRWAY KAYAK STORAGE BATHROOM CLIMBING WALL 8

AUDITORIUM STORAGE ELEVATOR STORAGE STAIRWAY

6. 7. 8. 9. 10.

BATHROOM WALL CLIMBING AREA LOBBY STAIRWAY UTILITY CLOSET

LOUNGE CAFE AREA ADMIN OFFICE LOCKER ROOM LOBBY/INFORMATION DESK KAYAK RENTAL DESK

SECOND LEVEL PLAN

FLOOR PLANS

6. 7. 8. 9. 10.

1. 2. 3. 4. 5.

FIRST LEVEL PLAN

5 6

PROGRAM

FLOOR PLANS 0

20 FT.

JEHIEL E. ROSARIO

20 FT.

FALLJEHIEL 2020E. ROSARIO

FALL 2020

PROGRAM

4 2 3

1. 2. 3. 4. 5. 6.

RESTAURANT STORAGE ELEVATOR STORAGE STAIRWAY STAIRWAY 8

6. 7. 8. 9. 10.

PROGRAM

4 2

UTILITY CLOSET CLASSROOM CLASSROOM COLD STORAGE WALL CLIMBING AREA

1. 2. 3. 4. 5.

GYM STORAGE ELEVATOR STORAGE STAIRWAY

6. 7. 8. 9.

STAIRWAY UTILITY CLOSET WALL CLIMBING AREA BOULDERING WALL

1 10

FIRST LEVEL PLAN

THIRD LEVEL PLAN

JEHIEL E. ROSARIO 0

JEHIEL E. ROSARIO

20 FT.

FOURTH LEVEL PLAN

N 0

FALLJEHIEL 2020E. ROSARIO

20 FT.

FALL 2020 FALL 2020

BUILDING SECTIONS

TRANSVERSE SECTION JEHIEL E. ROSARIO

FALL 2020

BUILDING SECTIONS

LONGITUDINAL SECTION JEHIEL E. ROSARIO

FALL 2020

BUILDING SECTIONS

VOID

WHOLE

WALL CLIMBING PLAYS A MAJOR ROLE WITHIN THE STRUCTURE. THE PURPOSE IS TO HAVE THE USERS INTERACT WITH THE STRUCTURE AS A WHOLE. USE THE BUILDING AS A PLAYING GROUND.

TRANSVERSE SECTION JEHIEL E. ROSARIO

FALL 2020

BUILDING SECTIONS

FOOT TRAFFIC PROGRAM WITHIN THE STRUCTURE.

SECTION PERSPECTIVE JEHIEL E. ROSARIO

FALL 2020

EXTERIOR ELEVATIONS

EXTERIOR ELEVATIONS EXTERIOR ELEVATIONSN

EXTERIOR ELEVATIONS

JEHIEL E. ROSARIO JEHIEL E. ROSARIO

NORTH ELEVATION NORTH ELEVATION

EXTERIOR ELEVATIONS N

2020 JEHIEL E.FALL ROSARIO JEHIEL E.FALL ROSARIO 2020

SOUTH ELEVATION SOUTH ELEVATION

FALL 2020 FALL 2020

NORTH ELEVATION JEHIEL E. ROSARIO

JEHIEL E. ROSARIO JEHIEL E. ROSARIO

WEST ELEVATION

EAST ELEVATION EAST ELEVATION

JEHIEL E.FALL ROSARIO 2020 JEHIEL E.FALL ROSARIO 2020

WEST ELEVATION

FALL 2020

FALL 2020 FALL 2020

SUN STUDIES AND MATERIAL

Views of surroundings of the site were discussed and were focal point as well.

SUN STUDIES AND MATERIAL

SUMMER SOLSTICE

WINTER SOLSTICE

JEHIEL E. ROSARIO

FALL 2020

ELEVATIONS

WINTER SOLSTICE

ELEVATIONS

SIGNANGE CAN BE CHANGE ACCORDING TO THE EVENT

VIEW FROM SOUTH ORIENTATION

WEST ELEVATION

SOUTH ELEVATION

EAST ELEVATION THE STRUCTURE HAS A WALL DEDICATED TO ADVERTISEMENT OF EVENTS THAT MAY TAKE PLACE WITHIN.

JEHIEL E. ROSARIO

FALL 2020

JEHIEL E. ROSARIO

FALL 2020

JEHIEL E. ROSARIO

FALL 2020

STRUCTURAL DRAWINGS

STRUCTURAL DRAWINGS The framing and structural elements were essential for the building. Since the climbing wall is the focal element, framing had to be addressed from the early stages of the project.

STRUCTURAL DRAWINGS

FIRST LEVEL FRAMING PLAN

SECOND LEVEL FRAMING PLAN

JEHIEL E. ROSARIO

FALL 2020

FIRST LEVEL FRAMING PLAN

SECOND LEVEL FRAMING PLAN

JEHIEL E. ROSARIO N

THIRD LEVEL FRAMING PLAN

FOURTH LEVEL FRAMING PLAN

FALL 2020

CRITICAL WALL DETAIL

DETAIL 1 WALL

LEVEL 5 64’ - 0”

LEVEL 4 52’ - 0”

DETAIL 2 SLOPED WALL

LEVEL 3 40’ - 0”

LEVEL 2 20’ - 0”

DETAIL 3 CORTEN PANEL CONNECTION LEVEL 1 5’ - 0”

DETAIL BREAKDOWN JEHIEL E. ROSARIO

FALL 2020

CRITICAL WALL DETAIL METAL CAP ROOF MEMBRANE PROTECTION BOARD OSB SHEATING

VAPOR BARRIER

FLASHING

LEVEL 5 64’ - 0”

BG JOIST GIRDER

LEVEL 4 52’ - 0”

SELF-SEALING TAPE APPLIED CONTINUOUSLY OVER METAL STUD

BG JOIST GIRDER

6" INSULATION

LEVEL 3 40’ - 0”

3" GRIDWORX STEEL FASTENER 16" OC

5/8" PLYWD SHEATING DBL. 2X6 WD LEDGER COMMERCIALLY MOLDED HAND HOLDS ATTACHED TO SIDING

Z-CHANNEL W/G90 COATING @ 16" O.C.

SLOPED FIXED SINGLE PANE WINDOW

SLOPED CLIMBING WALL PEA GRAVEL W/ FILTER

2.5" RIGID INSULATION CORTEN STEEL PANEL

FABRIC UNDERLAYMENT COMMERCIALLY MOLDED HAND HOLDS ATTACHED TO SIDING

STEEL BEAM SUPPORT

SLOPED CLIMBING WALL

RAILING GLASS PANEL - BOTTOM FILL SLOPED CLIMBING WALL

LEVEL 2 20’ - 0”

AIR & VAPOR BARRIER COMMERCIALLY MOLDED HAND HOLDS ATTACHED TO SIDING PEA GRAVEL W/ FILTER FABRIC UNDERLAYMENT

ACOUSTIC PANEL CEILING

LEVEL 1 5’ - 0”

DETAIL 1 JEHIEL E. ROSARIO

DETAIL 2

DETAIL 3 FALL 2020

EGRESS PLANS

92’

68’

62’

62’ 35’ 76’

42’

FIRST LEVEL PLAN

SECOND LEVEL PLAN

LEGEND

N EGRESS

JEHIEL E. ROSARIO

DIRECTION OF EGRESS

START POINT

FALL 2020

EGRESS PLANS

80’

62’

78’

THIRD LEVEL PLAN

FOURTH LEVEL PLAN

LEGEND

N EGRESS

JEHIEL E. ROSARIO

DIRECTION OF EGRESS

START POINT

FALL 2020

EGRESS PLANS

STAIRWAY STACK

ELEVATOR SHAFT

MEANS OF EGREESS THROUGHOUT BUILDING. STAIRWAY VS ELEVATOR.

JEHIEL E. ROSARIO

FALL 2020

HVAC PLANS

FIRST LEVEL PLAN

SECOND LEVEL PLAN

SUPPLY DUCT RETURN DUCT VAV BOX DIFFUSERS

JEHIEL E. ROSARIO

FALL 2020

HVAC PLANS

THIRD LEVEL PLAN

FOURTH LEVEL PLAN

SUPPLY DUCT RETURN DUCT VAV BOX DIFFUSERS

JEHIEL E. ROSARIO

FALL 2020

HVAC PLANS

SUPPLY DUCT RETURN DUCT VAV BOX DIFFUSERS

HVAC 3D PLAN STACK JEHIEL E. ROSARIO

FALL 2020

RENDERINGS

OVERALL VIEW OF STRUCTURE

VIEW STRUCTURE AS YOU APPROACH FROM MEMORIAL DRIVE

JEHIEL E. ROSARIO

FALL 2020

RENDERINGS

VIEW OF OPENINGS AT UPPER LEVELS OF CLIMBING WALL AREA I VIEW OF OPENINGS AT UPPER LEVELS OF CLIMBING WALL AREA II

JEHIEL E. ROSARIO

FALL 2020

RENDERINGS

VIEW OF CLIMBING WALL FROM SECOND LEVEL INTO LOBBY

VIEW OF OVERALL CLIMBING WALL

JEHIEL E. ROSARIO

FALL 2020

STATEMENT These projects are some examples of my work in the architectural and surveying field throughout the years. some range from small scale residential work, to large mixed-use commercial, and infrastructural work as well.

PRACTICE WORK

CAD DRAWINGS DRAWINGS & CONSTRUCTION SETS

REVIT

SOUTH STATION BOSTON, MA

MODELING & SURVEYING

OVERALL VIEW

SECTIONAL ELEVATION

BIRD’S EYE

REVIT

SOUTH STATION BOSTON, MA

MODELING & SURVEYING

EYE ELEVATION VIEW VIEW FROM PLATFORMS

REVIT MODEL & POINT CLOUD DATA

VIEW FROM TRAIN TRACKS