Neuro-Vitality Center Booklet

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NEURO-VITALITY CENTER

Bryan Daily + Daniel Fox / Professor Jack Hawk / IDC 2014


Warehouse District Cleveland, Ohio


TABLE OF CONTENTS

I.

Data / Analysis / Intent

II.

Pro et Contra of Chosen Site

III.

Building Goals & Urban Goals

IV.

Systems Design Narrative

V.

Turning Corners (Precedents)

VI.

Mid Jury Critiques

VII. Response to Mid Jury Critiques



I. Data / Analysis / Intent


Project Overview & Introduction One of the main goals of this project is to provide the citizens of the Warehouse District and Central Cleveland with an integrated medical facility which pushes the idea of prevention preceding prescription. To attain this the medical center needs to be able to impress this goal upon the clients/patients with an educational forum and provide facilities for the people to practice what is taught to them and facilities to ensure the health of the people. This medical center will utilize both the alternative and scientific medical fields to provide a fully integrated medical experience. Furthermore, the project must meet the needs of the Warehouse District community and mesh into the communal fabric that has been reconstructed over the past three decades. With a Cleveland 2020 Plan, Historic Warehouse District Master Plan, and Historic Warehouse District Public Realm Plan there is no shortage of resources and ideas to pull inspiration from to help reinforce the projects sense of place and the user experience.

Project Understanding Assets: The project at hand is seated in the Warehouse District an area that is seeing a great amount of retail growth and a steady residential occupancy with 140 housing units and 290 units slated to be constructed. This trend along with the Warehouse Districts handful of vacant lots and buildings contributes a foundation for a strong urban community. The site rests at the corner of Saint Clair Avenue & West 9th Street a block that could be seeing an influx of traffic along the West 9th Street side with the progression of the Flats East Bank project well underway and into Phase II of its conception. If successful, and there is no reason to not believe it will not be as Phase I was 90%+ occupied within months of its completion, Phase II looks to bring additional residents to the area with 243 units and 15 ground floor retail areas. Flats East Bank will only be adding to the traffic of the area and with the Warehouse District being the Banks’ neighbor the two areas will very likely feed off one another’s success and West 9th Street and Saint Clair Avenue will likely become the area’s main corridors. (http://www.cleveland.com/business/index.ssf/2014/01/foundation_work_on_243-unit_fl.html) The block of Site A possesses a handful of small niches and alleyways that have the potential of becoming charming public areas. These areas include Johnson Court, an alleyway that runs perpendicular to Johnson Court and along the boundary of Site A, and two overgrown courtyards that are nestled within the block (a smaller one off the bounding alleyway of Site A and the larger being fully surrounded by buildings and located behind Cleveland Chop on Saint Clair Avenue). These areas within the vicinity of our site have immense possibilities for urban renewal.

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An advantage specific to Site A is the neighboring Anatomy Nightclub and Tomo Sushi Restaurant being bare of windows on their “southern” side. This is particularly useful as there will be no worry of blocking any views for them. The same cannot be said for the “east” side of SIte A. Another advantage to Site A is the opportunity to be a catalyst in the development of the Warehouse District’s Public Realm Plan, namely Johnson Court and the pocket parks.


Needs: Visiting the area during the colder months only allows for the observation of the interactions of people in a cold environment where being inside is preferable. Nonetheless, wandering the area during the investigative process yielded some observational conclusions. The area has ample nightlife and a swath of food choices and some of these businesses were making an attempt to bring the public outside for an interactive vivacious atmosphere with outdoor seating, presumably for the warmer months. Cleveland Chop has access to the large abandoned courtyard behind its restaurant and has begun to use this in an advantageous way with an extension of its indoor seating with an outdoor wooden deck. An employee of Cleveland Chop stated the courtyard, which as of now is underutilized bordering abandoned, would be receiving a much needed facelift with the purchase of the building on the opposing side of Cleveland Chop which will be converted into more apartments. More restaurants need to move toward this indoor/outdoor style of seating to create an interplay of the surrounding spaces and people. Living in an urban environment, as the citizens of the Warehouse District and surrounding area do, can create a yearning for an introduction of nature. Settler’s Landing Park is a short walk from the site but the park is barren with very little life other than the patches of grass that cover the ground in the spaces between paths and leaves much to be desired. With a view of Brown’s stadium and Lake Erie and populated with trees Fort Huntington Park would be the nearest adequate choice to visit to quench one’s thirst of nature. But Fort Huntington Park is just outside the Warehouse District and something within the district’s boundaries would be preferable. The two courtyards within the Site A block would be perfect installation spots for pocket parks where residents and employees of surrounding businesses alike could visit for a break from their daily routine or job. With the construction of Site A an alleyway running perpendicular to Johnson Court will be created. Johnson Court as of now is a seemingly ordinary bland avenue bifurcating the larger block and has the potential to become a lively pedestrian road much like what has already been done on East 4th Street or

Golden Gai in Japan. As Johnson Court reveals itself as a carte blanche the Public Realm Plan alludes to establishing it as another pedestrian walkway with business running along it. The alleyway along the eastern side of Site A could serve as a needed funnel toward Johnson Court as well as drawing people past and revealing the pocket park amidst the alleyway.

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Site Analysis (Urban Context) The Bradley Building (bradleybldg.com)

Structure + Materials “The extreme width of the window bays in relation to the slender brick piers is to achieve lightness of structure and increased spaces.” “The structure represents an intermediate stage of development of the 19th century commercial buildings. The combination of masonry bearing walls, metal posts, and wooden mill construction epitomizes the transitional nature of American architecture in the 1880’s.” Previous Uses Companies and real estate firms from 1886 and onward Garment industry / printing and typography center up until 1960 Preservation Community fought for historic architecture to be restored 1979-1983 First adaptive re-use (loft spaces) between New York’s SoHo district and Chicago’s Printers Row.

The Hoyt Block (www.downtowncleveland.com/profile/AvailableOfficeRetail/Hoyt-Block-Building)

Structure + Materials “A four-story Historic Restoration property featuring original sandstone masonry curtain wall and windows, and four-story atrium. Building contains approximately 56,000 sq. ft. of rentable area. Recognized for its unique architecture, the building has been placed on the National Register of Historic Places.” Amenities “Building features several amenities including first-floor restaurant (Blue Point Grille); on-site management; rich interior detailing including high ceilings, oversized windows and doors, and oak columns with ornate plaster capitals.” Analysis Atrium looks out into central courtyard, which provides a sense of security. Elements of Precedence Offer public access to public interior space from courtyard. Elevated walkways from parking structures (by sites B + C)

Worthington Square (www.downtownapartments.com/worthington_square_apartments/index.html) Amenities Apartment Building Ground floor retail Previous Uses for Gilcrest Building (1873) Glass company / spice company / several clothing companies Previous Uses for The George Worthington Building (1880) Housed the oldest wholesale hardware company, The George Worthington Company. Current Uses Both buildings were combined into 52 lofted apartments in 1996

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Site Analysis (Natural Context)

Site Analysis (Circulation)

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Site Analysis (Zoning and Design Recommendations)

Public Realm Plan (http://www.warehousedistrict.org/media/documents/Public%20Realm%20Planning%20Document%20sep07-final-new%20logo.pdf) The Warehouse District brought together a committee that consisted of residents, planners, city officials, and business associates to conceptualize a public realm plan to implement within the district boundaries. This group of individuals targeted multiple aspects that all make the Warehouse District what it is and what they hope for it to become. We utilized pieces of their public realm plan that we thought should apply to the district as well as adding our own ideas.

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Site Analysis (Pro et Contra) For:

Solar gain opportunity Courtyard access Connection with nightlife and residential Potential connection to Johnson Court No windows to block on southern facade of Anatomy and Tomo Sushi Located at an intersection (lots of exposure to public while being stopped at light; lots of “energy”)

Against:

most compact site limited direct vehicular access parking

Climate Analysis (Microclimatic/Site Analysis) 12 in

City

Sunny

Partly Sunny

Total Days With Sun

Cleveland

66

97

163

10 in 8 in 6 in 4 in 2.72

2.43

2.93

3.49

3.66

3.43

3.46

3.51

3.81 3.07

3.62

3.10

2 in Jan Feb Mar Apr May Jun Jan Feb Mar Apr May Jun

Jul

Aug Sep Oct Nov Dec

Jul Aug Sep Oct Nov Dec

N

100°F

80°F

79

83

81 74

70 64

60°F

40°F 34

0°F

22

30 24

62 56 51

9.5% calm

45 40

38

63

50

47

20°F

60

59

37

38 26

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Climate Analysis (Energy Generation Potential) Winter

0900

1200

1400

Summer

0900

1200

1700

12


Climate & Passive Strategies (Projected Path Forward)

To counteract the solar gain of the eastern and western sun angles, a louver system was envisioned that would deflect the sun’s rays. While none of these were the final louver set that was integrated into the design, each iteration shows the thought process about how we thought the sun would be blocked the best on each face of the building.

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Program (Program Areas & Support Areas)

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Program (Program Relationships)

Early in the designing process the idea of having a lower retail area was under consideration, but with multiple site issues the idea was eventually dismissed and a single retail level was left at ground level. Unlike the lower retail concept, both the yoga studio and natural pool areas were designed to express these two initial spatial relationships.

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Program (Understanding the Primary Program) Nutrition & Brain Function: http://www.ars.usda.gov/is/ar/archive/aug07/aging0807.htm Loss of mental agility due to cells “failing” to communicate not necessarily death of cells Antioxidants fruits, vegetables, nuts, grains Oxygen Radical Absorbance Capacity (ORAC): measure of antioxidants a basis to choose food Rodent Study proved neurogenesis happens (in old age but slower) intake of high antioxidant diets proved beneficial in stamina and neuromotor function, reversed age related neuronal and cognitive function higher level of dopamine from antioxidant intake blueberry extract reduced inflammatory compounds in brain that contributes to neuronal and behavioral shortfall Alzheimer’s (in mice) brain plaque build up because of amyloid breakdown to amyloid beta (this is found in neuritic plaque that coats brain) mice fed blueberry extract performed like healthy peers but brain plaque buildup congruent with Alzheimer cohorts increased activity in enzyme (kinases) in amyloid plaque mice fed blueberry extract. specifically, ECK and PKC, both important in mediating cognitive function (eg. converting short term memory to long term memory) Neuroplasticity & Depression (Neuropsychiatry) http://www.psychologytoday.com/blog/heal-your-brain/201107/neuroplasticity-and-depression depression and anxiety (including other mental disorders) can cause “negative plasticity” treatment can slow or reverse it studies of neuroplasticity have spread through psychiatry field and have begun to impact treatment of depression, schizophrenia, substance abuse and other major conditions treated by psychiatrists began doing studies to increase function of specific areas of brain (anterior cingulate [decision making], prefrontal cortex [planning], or decrease functions such as amygdala [fear]) patient: experienced many losses and traumas and dealt with depression and severe anxiety for years and developed stress induced colitis and severe asthma began yoga 2-3 hr/day, led to clarity and well being, may have resulted in reduced asthmatic and GI symptoms

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Building Code & Life Safety SECTION 303

ASSEMBLY GROUP A 303.1 Assembly Group A. Assembly Group A occupancy includes, among others, the use of a building or structure, or a portion thereof, for the gathering of persons for purposes such as civic, social or religious functions; recreation, foodor drink consumption or awaiting transportation. A-2 Assembly uses intended for food and/or drink consumption A-3 Assembly uses intended for worship, recreation or amusement and other assembly uses not classified elsewhere in Group A

SECTION 602

CONSTRUCTION CLASSIFICATION Table 601 - Fire Resistance Rating Requirements for Building Elements Table 602 - Fire Resistance Rating Requirements for Exterior Walls Based on Fire Separation Distance

SECTION 704

SECTION 304

BUSINESS GROUP B 304.1 Business Group B. Business Group B occupancy includes, among others, the use of a building or structure, or a portion thereof, for office, professional or service-type transactions, including storage of records and accounts.

FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS 704.1 Requirements. The fire-resistance ratings of structural members and assemblies shall comply with this section and the requirements for the type of construction as specified in Table 601. The fire-resistance ratings shall not be less than the ratings required for the fire-resistance-rated assemblies supported by the structural members. Exception: Fire barriers, fire partitions, smoke barriers and horizontal assemblies as provided in Sections 707.5, 709.4, 710.4 and 712.4, respectively.

SECTION 309

SECTION 708

MERCANTILE GROUP M 309.1 Mercantile Group M. Mercantile Group M occupancy includes, among others, the use of a building or structure or a portion thereof, for the display and sale of merchandise and involves stocks of goods, wares or merchandise incidental to such purposes and accessible to the public.

SECTION 403

HIGH-RISE BUILDINGS 403.1 Applicability. High-rise buildings shall comply with Sections 403.2 through 403.6.

SECTION 506

BUILDING AREA MODIFICATIONS 506.2 Frontage increase. Every building shall adjoin or have access to a public way to receive a building area increase for frontage. Where a building has more than 25 percent of its perimeter on a public way or open space having a minimum width of 20 feet (6096 mm), the frontage increase shall be determined in accordance with the following: If = [ F/P –0.25] W / 30 (Equation 5-2) where: If = Area increase due to frontage. F = Building perimeter that fronts on a public way or open space having 20 feet (6096 mm) open minimum width (feet). P = Perimeter of entire building (feet). W = Width of public way or open space (feet) in accordance with Section 506.2.1.

SECTION 508

MIXED USE AND OCCUPANCY 508.3 Nonseparated occupancies. Buildings or portions of buildings that comply with the provisions of this section shall be considered as nonseparated occupancies. 508.3.1 Occupancy classification. Nonseparated occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space except that the most restrictive applicable provisions of Section 403 and Chapter 9 shall apply to the building or portion thereof in which the nonseparated occupancies are located.

1015.1.1 Three or more exits or exit access doorways. Three exits or exit access doorways shall be provided from any space with an occupant load of 501 to 1,000. Four exits or exit access doorways shall be provided from any space with an occupant load greater than 1,000. 1015.3 Boiler, incinerator and furnace rooms. Two exit access doorways are required in boiler, incinerator and furnace rooms where the area is over 500 square feet (46 m2)

SECTION 1016

EXIT ACCESS TRAVEL DISTANCE 1016.1 Travel distance limitations. Exits shall be so located on each story such that the maximum length of exit access travel, measured from the most remote point within a story along the natural and unobstructed path of egress travel to an exterior exit door at the level of exit discharge, an entrance to a vertical exit enclosure, an exit passageway, a horizontal exit, an exterior exit stairway or an exterior exit ramp, shall not exceed the distances given in Table 1016.1.

708.4 Fire-resistance rating. Shaft enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more, and not less than 1 hour where connecting less than four stories. The number of stories connected by the shaft enclosure shall include any basements but not any mezzanines. Shaft enclosures shall have a fire-resistance rating not less than the floor assembly penetrated, but need not exceed 2 hours. Shaft enclosures shall meet the requirements of Section 703.2.1.

SECTION 903

AUTOMATIC SPRINKLER SYSTEMS 903.2 Where required. Approved automatic sprinkler systems in new buildings and structures shall be provided in the locations described in Sections 903.2.1 through 903.2.12.

SECTION 1003

GENERAL MEANS OF EGRESS 1003.1 Applicability. The general requirements specified in Sections 1003 through 1013 shall apply to all three elements of the means of egress system, in addition to those specific requirements for the exit access, the exit and the exit discharge detailed elsewhere in this chapter.

SECTION 1014

EXIT ACCESS 1014.1 General. The exit access shall comply with the applicable provisions of Sections 1003 through 1013. Exit access arrangement shall comply with Sections 1014 through 1019. 1014.3 Common path of egress travel. Exceptions: 1. The length of a common path of egress travel in Group B, F and S occupancies shall not be more than 100 feet (30 480 mm), provided that the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. 2. Where a tenant space in Group B, S and U occupancies has an occupant load of not more than 30, the length of a common path of egress travel shall not be more than 100 feet (30 480 mm).

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III. Building Goals & Urban Goals


Building Goals

20


Urban Goals

21



IV. Systems Design Narrative


Project Context Client: Neuroplasticity (Name to be decided) Client Values: User type, their values / needs: Massing Feasibility Studies Primary passive systems include natural ventilation and solar orientation; horizontally and vertically. The baseline building energy use intensity (EUI) for a medical office building is around 275 kBTU/ft2 while a simple office building has a baseline EUI of roughly 200 kBTU/ft2 Sitecast concrete will support the overall structure of the building. To help prevent the floor depth we will be utilizing post tensioned beams and girders throughout the structure. Higher tension due to the load of the natural pool on the second floor will yield the need for steel construction in addition to the determined sitecast concrete. System Analysis Structure: Sitecast Concrete Steel

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-------------------------------------------------------------------------------------------------------------------------------------------Design for the structure of the building went through different variations; all of which related to steel construction. Originally it was assumed that the ordinary steel beam and column would be used for the structure, but with cantilevered floor plates it was soon realised that we required a more dynamic structural system. A new idea was to use steel trusses instead of the usual beam. This quickly evolved into an idea of utilizing a floor to floor truss system. Another consideration was embracing the rigid structure of the concrete core as a supporting element for another bridge inspired design move; using steel tension cables to hold the floor plates that gradually cantilever out nearly thirty feet. One final possibility was to design an exoskeleton structure, inspired by China’s CCTV headquarters, that would eliminate the need for most of the columns within the building. The final decision was to design the structure using steel trusses that would span floor to floor. It was determined through structural consultation that these floor to floor trusses were able to skip every other floor and potentially staggered vertically to free up some additional space. In response to the large cantilevers present on the top two floors, box trusses were also a consideration as additional support and provide a unique office space; harnessing individual offices within the box truss system. Steel tension cables were yet another consideration to bear more of the load due to the cantilevers. Certain areas of the building, interior and exterior, expose these structural elements for aesthetic purposes and to showcase the dramatic feat of the construction. ---------------------------------------------------------------------------------------------------------------------------------------Mechanical: Hydronic Heating/Cooling Ground Source Heat Pump Natural Ventilation Buoyancy/Stack Effect Bernoulli’s Principle Venturi Effect Dedicated Outside Air System Plumbing: Grey/Black Water Recycling by dewater ---------------------------------------------------------------------------------------------------------------------------------------Cleveland’s combined sewer system incurs more mass than it can handle at times and this leads to spill over and untreated runoff into the local ecosystems. By recycling the grey and black water the building consumes the building will significantly reduce its discharge to the local sewer system. ----------------------------------------------------------------------------------------------------------------------------------------

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Lighting/Daylighting: Building Form Occupancy and photo sensing lights ---------------------------------------------------------------------------------------------------------------------------------------The building has been formed to limit the amount of solar gain in the corporate office space during the hotter months. The lower floors have adhered to a similar approach, but will allow more lighting into the public areas. ---------------------------------------------------------------------------------------------------------------------------------------Electrical: 480Y/277V, Three Phase, Four Wire Meter Transformer Switchgear Bus/Feeder Transformer/Branch Panel Branching Circuits Feeding Floor Secondary Power Source (Replaces generator) ---------------------------------------------------------------------------------------------------------------------------------------Electricity is a necessity in today’s world, but it is important for us to limit our use of the grid as much as possible with passive and active strategies. Our initial response to the reduction of energy use was the orientation and form of the building. Eventually we were able to design a building that would naturally prevent the interior from overheating during the warm months of the year;angling the upper portion of the building, rejecting the direct sun light in the process. A double skin also dismisses unwanted heating using the stack effect. Beyond these passive systems, we also utilize two different kinds of photovoltaic cells that converts the Sun’s energy into usable energy. The roof includes a rain catchment system that is composed of solar panels; acting as a dual purpose. Another type of PV cell being used is one within a glazed system. This new type of PV glazing is strategically placed along the angled facade that has a 65 degree angle towards the south western horizon. Reducing usage and regaining energy was a primary interest throughout the design process. A major move in the reduction of energy use was through the overall form of the building, which prevents some unwanted heat gain in the load dominated tenant floors above while also offering more daylight in the lower parts of the building. This strategy removes additional need for lighting and cooling. Our form also allows for heat gain during the colder months as the sun remains closer to the horizon during the winter season. Ideally, regaining energy within the building is the process of diverting energy that would otherwise be wasted and utilized elsewhere. An example of this would be to redirect the waste heat from a mechanical unit to an area that requires additional heat. Doing this further reduces the need to consume more energy to obtain the appropriate temperature and total comfort level. ----------------------------------------------------------------------------------------------------------------------------------------

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Envelope: Shaders and operable louvers/windows Double skin

Second skin will help to shade the building when needed and provide natural ventilation when the climatic conditions allow it.

System Relationships and Coordination Physical Integration: Hydronic Heating/Cooling & VAV Single Duct > Natural Ventilation > DOAS

Hydronics will be utilized to create the thermal environment of the interior spaces. Working in tandem with the hydronic system will be natural ventilation that will be utilizing the stack effect and Bernoulli’s principle to convect air through the spaces.

Daylighting > Photo Sensing Lights Onsite Grey/Black Water Recycling > Toilets and local irrigation

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V. Turning Corners (Precedents)


The Shard

Tetra Pack Headquarters In this project the architect has left the corner condition to the viewers interpretation by not incorporating the corners. (left)

The long SouthEast facing facade wraps over top of the building and acts as a shading device for the curtain wall that faces towards the West. Extending the facade horizontally offers the same characteristic, but blocks some of the daylight from the south. (right)

Biotechnology Research Institute This building turns the corner by keeping a continuity to the fenestration. (left)

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Massachusetts College of Art and Design

The facade utilizes operable windows that vary in size as it wraps around the building. An increase in fenestration before the turn of the corner takes place and creates a continuity between facades.

Jia Little Exhibition Center

The timber curtain wall is composed of shading louvers that wrap around the facade. Each louver is angled for the appropriate orientation.

Hatert Housing Free formed balconies were designed at the corners of the building; creating a sculptural form.

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VI. Mid Jury Critiques


Mechanical: *Hydronics: - use chilled beams but not in pool area - pool will need dehumidification, so separate system *Basement: to place chiller in basement, extend room under alleyway, drop chiller in, build overtop. if need replaced ground is torn up. - chiller - water reclamation & recycling - electrical *Penthouse: - boiler - exchanger? Emergency Power: - can draw from 2 power stations, then no need for generator Know your site Rethink entry Form too brutal - make more external moves to detail building - extreme angle could be reduced - exterior double atria too large More site activation is needed Like the accidental break in the facade. Keep the negative space wrap around. Incorporate exterior elements that allude or are indicative of program Think about response to context with materiality and color. First two floors belong to the community and should respect the history and what is there now. So, perhaps, brick.

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VIII. Form Generation


Reduce Solar Gain

Open Views to Downtown

Open Views to Downtown 2 Provide Cover

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Final Form

Accentuate Primary Program

Outdoor Seating

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IX. Development Drawings


















Section 2801 General

2801.1 Scope. Mechanical appliances, equipment and systems shall be constructed, installed and maintained in accordance with the mechanical code and the “International Fuel Gas Code�. Masonry chimneys, fireplaces and barbecues shall comply with the mechanical code and Chapter 21 of this code.

Mechanical Narrative

The mechanical systems that were used for the Neuro Vitality Center consist of active chilled beams on three lower stories, VAV single duct for the fitness facilities, and an under floor air distribution (UFAD) system with in-floor chilled beams for the perimeter. A UFAD system was utilized on the office floors for its reconfigurable nature, ease of access to electrical and telecommunication equipment, reduction of fan loads and ductwork, and quality environment it provides the occupants, In-floor chilled beams cover the perimeter of the UFAD spaces; the chilled beams provide an energy efficient solution with great thermal capacity provided by the water medium. For the fitness floor a VAV single duct system handles the conditioning of the space. The remaining floors are conditioned by active chilled beams with ventilation provided by a dedicated outside air system (DOAS). Passive strategies were implemented to reduce dependency of the mechanical system as well. These strategies include a double skin and natural ventilation on the office floors and shading devices on the south and east facade. The double skin serves to naturally ventilate the upper floors via the stack effect in the warmer months and act as a thermal buffer in the cooler months. The shading devices serve to block the eastern sun all year round and the southern sun during the summer months. Finally, the building form serves to keep out the high summer sun on the western facade which receives the most solar gain from computer model simulations.

IES VE Process

The first step in performing the IES VE simulation was to construct a simplified model in SketchUp and assign zones to the floors. The model was then analysed by the VE plug-in for SketchUp to create the zones. Once this was completed the model was then migrated to VE for further investigation. To begin the VE testing a Construction Template was created that met ASHRAE 189.1 standards. The materials chosen are listed below. 1

2

3

4

U = .0312 U = .1834 U = .0452 U = .2976 U = .0349 U = .3482 An Apache Simulation was then performed to get a baseline EUI for the buillding. (1) After the baseline was created thermal templates were assigned to their respective zones. Another simulation was run yielding worse results than the baseline due to systems being assigned as well as lighting and occupants within the building. (2) The Neuro Vitality Center (NVC) emloys natural ventilation for the office floors. A schedule was created to simulate the effects of natural ventilation on the building loads. Following the formulation of the schedule an additional simulation was run. (3) Rounding out the simulations was the assignment of a PV array which sits on the roof of the NVC and a subsequent simulation was run returning out final result.


DOAS

ACB

ACB

ACB

ACB

ACB

ACB

Cooling Tower

A three hundred ton boiler and a three hundred ton chiller would be required to run the heating and cooling loads placed on the system for the Neuro Plasticity Center. VAV

Boiler

ACB

ACB

ACB

Chiller



ENergy Force PV Panel

ENergy Force PV Panel

ENergy Force PV Panel

INVERTER

INVERTER

INVERTER

INVERTER

ENergy Force PV Panel

ENergy Force PV Panel

ENergy Force PV Panel INVERTER

INVERTER

Roof

AE-11.2 EP 11A AE-11.1

11EDP

EP 11A TP 11A

TP 11B

TP 11C

M

M

M

11EMCC SMOKE REMOVAL HVAC UNIT

TP 10A

TP 10B

TP 10C

M

M

M

TP 9A

TP 9B

TP 9C

M

M

M

TP 8A

TP 8B

TP 8C

M

M

M

TP 7A

TP 7B

TP 7C

M

M

M

TP 6A

TP 6B

TP 6C

TP 6D

M

M

M

M

TP 5A

TP 5B

TP 5C

M

M

M

TP 4A

TP 4B

TP 4C

M

M

M

HVAC FAN

HVAC

MOTOR STARTER

ELEV. CONT. #1

ELEV. CONT. #5

ELEV. CONT. #2

ELEV. CONT. #4

ELEV. CONT. #3

RP11

COOLING TOWER FAN

LP11

11th Floor RP10 LP10

10th Floor EP 9A

RP9

EP 9B

LP9

9th Floor RP8 LP8

8th Floor RP7 LP7

7th Floor M

UTILITY METER

Onyx PV Glazing

EP 6B

LP6

6th Floor

Onyx PV Glazing

Onyx PV Glazing

EP 6A

RP6

RP5 LP5

5th Floor

INVERTER AE-4

RP4 LP4

4th Floor

INVERTER TP 3A

TP 3B

TP 3C

TP 3D

M

M

M

M

EP 3A

RP3

EP 3B

LP3

3rd Floor

INVERTER

TRANSFORMER

2000 KVA

BUSDUCT TAP BOX (6)

15KV - 480/277V BNMCC

BRP

METER COMPARTMENT

INCOMING 15KV SERVICE

Onyx PV Glazing

MAIN DISTRIBUTION PANEL

BEDP EG-1

BT1 GROUND FAULT PROTECTION TP 2A

TP 2B

M

M

TP 1A

TP 1B

TP 1C

TP 1D

TP 1E

M

M

M

M

M

BEMCC

FIRE PUMP CONTROLLER

E

E

N L

N L

SMOKE REMOVAL SYSTEM HVAC UNIT FIRE PUMP

HVAC CHILLER

RP2 LP2

2nd Floor

INVERTER

BUSDUCTS (3)

RP1 BUSDUCTS (3)

LP1

1st Floor

ELECTRICAL RISER DIAGRAM POWER DISTRIBUTION NO SCALE

BUILDING SUMP PUMP


SECTION 2902 MINIMUM PLUMBING FACILITIES 2902.1 Minimum number of fixtures. Plumbing fixtures shall be provided for the type of occupancy and in the minimum number shown in Table 2902.1. Types of occupancies not shown in Table 2902.1 shall be considered individually by the building official. The number of occupants shall be determined by this code. Occupancy classification shall be determined in accordance with Chapter 3. When the actual occupant load will be significantly different than that determined by section 1004 of the building code, the building official may establish an alternate basis for determining the occupant load. This alternate basis shall be included in the special stipulations and conditions section of the certificate of occupancy issued for that structure pursuant to section 110. For accessibility requirements, see “Chapter 11, Accessibility” of this code. 2902.1.1 Fixture calculations. To determine the occupant load of each sex, the total occupant load shall be divided in half. To determine the required number of fixtures, the fixture ratio or ratios for each fixture type shall be applied to the occupant load of each sex in accordance with Table 2902.1. Fractional numbers resulting from applying the fixture ratios of Table 2902.1 shall be rounded up to the next whole number. For calculations involving multiple occupancies, such fractional numbers for each occupancy shall first be summed and then rounded up to the next whole number. Exception: The total occupant load shall not be required to be divided in half where approved statistical data indicate a distribution of the sexes of other than 50 percent of each sex.

- Energy and Water Conservation model

- 7.5 second run time

- Non refridgerated model to conserve more energy

- .044 gallons per cycle

- ADA Compliant for both adult or child when properly installed.

Drinking Fountain

2902.2 Separate facilities. Where plumbing fixtures are required, separate facilities shall be provided for each sex. 2902.3 Required public toilet facilities. Customers, patrons and visitors shall be provided with public toilet facilities in structures and tenant spaces intended for public use as required in this code. The number of plumbing fixtures located within the required toilet facilities shall be provided in accordance with Section 2902.1 for all users. Employees shall be provided with toilet facilities in all occupancies. Employee toilet facilities shall either be separate or combined employee and public toilet facilities.

- .35 GPM

Automated Facet

- Saves up to 40,000 gallons of water per fixture per year and significantly reduces sewage and maintenance costs

- Saves up to 40,000 gallons of water per fixture per year and significantly reduces sewage and maintenance costs

- Cartridge-free integral trapway provides enhanced performance and less maintenance

- Cartridge-free integral trapway provides enhanced performance and less maintenance

Waterless Urinal

Flushtank Toilet

2902.3.1 Access. The route to the public toilet facilities required by Section 2902.3 shall not pass through kitchens, storage rooms, closets or similar spaces not available to the public. Access to the required facilities shall be from within the building or from the exterior of the building. All routes shall comply with the accessibility requirements of this code. The public shall have access to the required toilet facilities at all times that the building is occupied. The building owner is permitted to control access to the toilet facilities. Where such access is controlled, a sign shall be posted indicating how access is to be obtained. 2902.3.2 Location of toilet facilities in occupancies other than covered mall buildings. In occupancies other than covered mall buildings, the required public and employee toilet facilities shall be located not more than one story above or below the space required to be provided with toilet SECTION 2903 TOILET ROOM REQUIREMENTS 2903.1 Water closet compartment. Each water closet utilized by the public or employees shall occupy a separate compartment with walls or partitions and a door enclosing the fixtures to ensure privacy. 2903.3 Interior Finish. Interior finish surfaces of toilet rooms shall comply with Section 1210 (pg 667). 2903.4 Toilet room openings. Toilet rooms shall not open directly into a room used for the preparation of food for service to the public. SECTION 2904 INSTALLATION OF FIXTURES 2904.1 Water supply protection. The supply lines and fittings for every plumbing fixture shall be installed so as to prevent backflow. 2904.3.1 Water closets, urinals, lavatories and bidets. A water closet, urinal, lavatory or bidet shall not be set closer than 15 inches (381 mm) from its center to any side wall, partition, vanity or other obstruction, or closer than 30 inches (762 mm) center-to-center between adjacent fixtures. There shall be at least a 21-inch (533 mm) clearance in front of the water closet, urinal, lavatory or bidet to any wall, fixture or door. Water closet compartments shall not be less than 30 inches (762 mm) wide and 60 inches (1524 mm) deep (see Figure 2904.3.1).

Service Sink

Reverse Osmosis Filtration System

Greywater Recycling Recycling System

Plumbing Narrative The plumbing system of the Neuro Vitality Center (NVC) utilizes multiple sustainable systems including greywater recycling, rain water harvesting, waterless urinals, and low flow fixtures to reduce the load placed on the city of Cleveland’s water supply. The greywater system that has been chosen is Aqua Co’s Commercial Grey Water Recycling system that employs a comprehensive filtration system that consists of a multi-media filter, UV steriliser, carbon filter, and a chlorine dosing pump. This system is operating in the likes of 5 star hotels including that of the Intercontinental Hotel in Amman, Jordan. The other water collection system that has been adopted for use in the NVC is Aqua Co’s Rain Water Harvesting system which is coupled with a reverse osmosis filtration (ROF) system to provide potable water to the sinks, lavatories, and water fountains. Rain water is collected from the roof PV array, run through the ROF, and then fed down to the supply line where it is then pumped to the fixtures. These Grey Water Recycling and Rain Water Harvesting systems claim to have a payback of 3-5 years and have the potential to reduce water consumption from the city by 50% and 80% respectively.


Supply Riser Diagram

Collected Reverse Treated Carbon Osmosis Water Rain

Waste Riser Diagram

Softener

Potable Water Supply

Grey Water Waste

Greywater Supply

Black Water Waste Vents Overflow

H & C Water Pumps

Meter Suction Tank

Pump

Pump Treated Carbon UV Multi- PreMedia Treatment

PreMulti- UV Treatment Media

Carbon Treated







Zone Partition

24� x 36� duct

Diffuser

Access Floor UFAD System An under floor air distribution system is employed within the integrated floor. This system benefits the user with its ease of access to electrical and telecommunication equipment and provides a malleable frame work in which reconfiguration of the space can be done within hours. The UFAD also provides an exceptional thermally comfortable environment for the occupants while also workin the fans of the VAV system less as the plenum air is pressurized and naturally flows in to the tenant space through floor swirl diffusers. (as depicted in the digram to the left) The air continues to rise as it warms and flows into the ceiling plenum toward the return air duct.






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