Integrated Design Competition 2013 B&W Set

List of Drawings General

G101: Title Sheet G102: Project Narrative G103: Site Analysis: Urban Relationships G104: Site Analysis: Passive Strategies G105: Program Efficiency G106: Code Information

Civil

C101: Cleveland Downtown Lakefront Plan C102: Site Plan

Architectural

A101: First Level Floor Plan A102: Second Level Floor Plan A103: Third Level Floor Plan

Architectural, continued

A104: Fourth Level Floor Plan A105: Fifth & Sixth Level Floor Plan A106: Seventh & Eighth Level Floor Plan A107: Roof Plan A108: Enlarged Core Plan A109: Fire Stair Detail & Life Safety A201: South Elevation A202: West Elevation A203: North Elevation A204: East Elevation A301: East-West Section A302: North-South Section A401: Wall Section 1: Cantilevered Office A402: Wall Section 2-4K Office Light Shelf A403: Wall Section 3: Restaurant Terrace

Mechanical

M101: Mechanical Narrative M102: Mechanical Riser Diagram M103: Natural Ventilation Supply M104: Rooftop Mechanical Plan M105: First Level Mechanical Plan M106: Typical Upper Level Mechanical Plan

Electrical

E101: Electrical Site Plan E102: First Level Electrical Plan E103: Second Level Electrical Plan E104: Typical Upper Level Electrical Plan E105: Electrical Riser Diagram E106: Enlarged Electrical Plans E107: Electrical Calculations

Kent State University College of Architecture & Environmental Design

Plumbing

P101: Plumbing System Narrative P102: Water Supply Riser Diagram P103: Waste Water Riser Diagram P104: Roof Plan P105: Black Water Treatment System

Structural

S101: Structural General Notes S102: Foundation Plan S103: Fourth Level Floor Framing Plan (Typ.) S201: Enlarged Framing Plan & Structural Calculations

Integrated 4K Office Space

Integrated 4K Office Space, continued

4K-A103: 4K Interior Finishes 4K-A104: 4K Integrated Reflected Ceiling Plan 4K-M101: 4K Mechanical System Narrative 4K-M103: Heating & Cooling Load Summary 4K-M104: Heating & Cooling Load Calculations 4K-M105: Heating & Cooling Load Calculations 4K-E101: Electrical Legends & Schedules 4K-E102: 4K Office Space Lighting Plan 4K-E103: 4K Office Space Power Plan 4K-FP101: Sprinkler Plan

Sources

List of Sources

4K-A101: 4K Floor Plan 4K-A102: 4K Sections

Title Sheet

Electrical Design

James Stadelman Peter Marks

System Integration

Mechanical Design

Tadgh O’ Crowley William Lucak

Computer Integration

at Cleveland Burke Lakefront

Kiley Maas & Stephanie Schill

North Point

|

Mixed-Use Office Building Cleveland, OH

The 2013 Integrated Design Competition

Kent State University College of Architecture & Environmental Design

Design Integration

Charles Frederick

John Kabek

Structural Design

Kiley Maas & Stephanie Schill

at Cleveland Burke Lakefont

The Integrated Design Competition Spring 2013

North Point

G101

Focus on the major conditions that must be present to create robust, healthy spaces, rather than to address all of the potential ways that an interior environment could be compromised.

1. Civilized Environment a. Occupiable interior spaces must incorporate operable windows to allow for fresh air and daylight access 2. Healthy Air a. Ventilation rates must comply with ASHRAE 62 and equipment must monitor levels of CO2, temperature, and humidity 3. Biophilia a. Environmental Features b. Natural shapes and forms c. Natural patterns and processes d. Light and space e. Place-based relationships f. Evolved human-nature relationships Each of these six established Biophilic Design Elements must be represented every 2,000m2 of the project.

Correlate the impacts of design and development to its ability to foster a true sense of community.

1. Human Scale + Humane Places a. The project must be designed to create human-scaled rather than automobile-scaled places, so that the experiences brings out the best in humanity and promotes culture and interaction 2. Democracy + Social Justice a. All primary transportation, roads, and nonbuilding infrastructure that are considered externally focused must be equally accessible to all members of the public regardless of background, age, and socioeconomic class – including the homeless – with reasonable steps taken to ensure that all people can benefit from the project’s creation 3. Rights to Nature a. The project may not block access to, nor diminish the quality of, fresh, air, sunlight and natural waterways for any member of society or adjacent developments

Beauty

Recognize the need for beauty as a precursor to caring enough to preserve, conserve and serve the greater good 1. Beauty + Spirit a. The project must contain design features intended solely for human delight and the celebration of culture, spirit, and place appropriate to its function 2. Inspiration + Education a. Educational materials about the operation and performance of the project must be provided to the public to share successful solutions and to motivate others to make change

Social Sustainability Because the majority of staff members in the financial group are under the age of thirty five, the building and surrounding site must offer amenities that activate the area and provide dining, shopping, and entertainment options after the work day ends. North Point is one of three buildings forming the Retail Corridor, a lively walkway connecting the site to a number of popular Cleveland landmarks that are located in the North Coast Harbor District, such as the Great Lakes Science Center and Rock & Roll Hall of Fame. This pathway is filled with retail shops, restaurants, and park areas that not only accommodate the social needs of workers in North Point and adjacent office buildings on site, but the needs of tourists, boaters, and Cleveland citizens as well. Overlooking the Retail Corridor and Lake Erie is North Point’s X-Factor, a restaurant and brewery located on the second floor of the building. By incorporating a restaurant and bar into the office complex, young professionals are influenced to stay on site after work to socialize with coworkers or other Cleveland locals affected by the firm’s investments.

Environmental Sustainability In addition to acting as a social retreat for workers within North Point, the brewery demonstrates progressive sustainability, proving that protecting the environment can be enjoyable, profitable, and citizen-driven. Black water from the brewery and kitchen sinks is converted into energy and grey water using a biogas tank and water treatment tank located underground. Guests are encouraged to purchase food and drink products from the brewery knowing that they’re helping North Point lower its impact on the environment in terms of both energy and water consumption.

Supplementing the renewable energy generated from the black water treatment process are photovoltaic panels and Motorwave Microturbines incorporated into the architecture of both the façade and roof on the uppermost level of the building. This additional emphasis on energy awareness was translated into the mechanical system of the building. An Air-Source Variable Refrigerant Flow (VFR) system was selected to accommodate the thermal demands of the building due to its ability to simultaneously heat and cool spaces using an energy recovery system. The high efficiency of refrigerant piping also eliminates large ductwork, reducing floor to floor heights significantly. Using a combination of renewable energy generation and responsible system selection

Project Narrative

Electrical Design

James Stadelman Peter Marks

System Integration

Mechanical Design

Tadgh O’ Crowley William Lucak

Computer Integration

In order for the firm to maximize the amount of capital they have to invest in public projects, operational costs of North Point must be kept to a minimum. Passive systems are considered a primary design consideration to reduce electricity consumption and mechanical loads within the building. Daylighting within the office spaces is optimized using windows that extend from desk height to ceiling height, as well as three central atria allow natural daylight to enter offices throughout the duration of the work day. All windows receive solar protection through both passive and active shading systems. While glazing oriented towards the east and west is equipped with vertical louvers, glazing oriented towards the south utilizes the architecture as a shading device; to counteract the effects of southeast and southwest sunlight, floors are cantilevered 3’ over one another to act as a horizontal overhang, and modular window systems typical to standard office spaces are offset 3’ from one another east-to-west to act as a vertical louvers. The overall building efficiency of 85.9% also increases the economic sustainability of North Point by eliminating additional energy consumption for non-rentable spaces.

Kiley Maas & Stephanie Schill

The Integrated Design Competition Spring 2013

Economic Sustainability A theme of financial responsibility is prevalent throughout the project, acting as a unifying factor between the architectural design of the building and the professional values of the workers that will occupy the offices spaces. North Point’s prime tenant is a financial group that invests in public projects designed for underused urban areas within the United States. By investing private capital in the public realm, the company hopes to revitalize the urban streetscapes, build a sense of community, and strengthen the local economy. Due to the tremendous growth in development in recent years, the company has decided that Cleveland is a prime location for their national headquarters. This financial firm tends to hire recent college graduates for their sense of activism and engagement in city issues; as a result, the majority of the office is composed of young professionals ages 22-35.

at Cleveland Burke Lakefront

Health

Equity

Environmental Sustainability

North Point

Signal a new age of design, wherein the built environment relies solely on renewable forms of energy and operates year round in a pollution-free manner.

1. Net Zero Energy a. 100% of energy needs for the project must be supplied by on-site renewable energy on a net annual basis

Induce a successful materials economy that is non-toxic, transparent and socially equitable.

1. Red List a. Determines list of materials or chemicals that are not permitted in the project 2. Embodied Carbon Footprint a. From construction though a one-time carbon offset tired to the boundary, the project must account for the total footprint of embodied carbon 3. Responsible Industry a. The project must advocate for the creation and adoption of third-party certified standards for sustainable resource extraction and fair labor practices 4. Appropriate Sourcing a. The project must incorporate place-based solutions and contribute to the expansion of a regional economy rooted in sustainable practices, products, and services 5. Conservation + Reuse a. The production of waste during design, construction, operation, and end of life in order to conserve natural resources must be a goal of reduction for the project team

Social Sustainability

John Kabek

Ma teri a

ls Energy

lth

Realign how people use water and redefine waste in the built environment, so that water is respected as a precious resource.

1. Net Zero Water a. Water for the project must be provided by captured precipitation or other natural closed loop water systems 2. Ecological Water Flow a. All water-usage and storm water must be harvested and reused on-site

Hea

Water

Materials

North Point

Structural Design

Energy

Design Integration

ty

y Equit

Site

Clearly articulate where it is acceptable for people to build, how to protect and restore a place once it has been developed, and to encourage the creation of communities that are once again based on the penetration rather than the automobile.

1. Limits to Growth a. Project location is limited to previously developed sites, greyfields and or brownfields that are not sensitive ecological habitats, prime farmland, or within the 100-year flood plain b. Site conditions must be documented prior to work c. On-site landscaping is limited to native and/or naturalized species 2. Urban Agriculture a. Opportunities for agriculture must be incorporated based on the Floor Area Ratio (FAR) 3. Habitat Exchange a. An equal amount of land in a distant location from the project must be set aside in perpetuity for every hectacre being developed on the project 4. Car Free Living a. The project should enhance walkable living in a pedestrian-oriented community

er t a W

Charles Frederick

au

North Point is a mixed-use office building overlooking the Lake Erie Coastline in the Burke Development District of Cleveland. A balance of functionality and aesthetics, entertainment venues and office spaces, and passive and active systems have allowed North Point to evolve into a model of economic, social, and environmental sustainability along the Cleveland skyline.

Kent State University College of Architecture & Environmental Design

Be

Economic Sustainability

at Cleveland Burke Lakefront

Site

North Point utilizes the Seven Petals of the Living Building Challenge to effectively create a harmony and balance between interior office spaces and the exterior environment of Downtown Cleveland, ultimately resulting in a synergy between the urban realm and the natural landscape of Lake Erie. By creating a set of core environmental values that address issues related to water, energy, health, and human values on site, the building fosters a deepened connection between its occupants and nature while dramatically decreasing its impact on the environment.

Mixed-Use Office Building Cleveland, OH

North Point

The Living Building Challenge

G102

Scale: 1” = 1250’-0”

625

1250

2500

3750

Pedestrian Waterfront One of the greatest advantages of North Point’s location is its proximity to the airport, waterfront, and tourist attractions. A map of estimated travel times to-and-from these destinations highlights the pedestrian-friendly nature of the site.

Voinovich Bicentennial Park

5-Minute Walk Burke Lakefront Airport The Rock & Roll Hall of Fame Erie Festival Pier Transient Marina

Erie Festival Pier Transient Marina

10-Minute Walk Voinovich Bicentennial Park Great Lakes Science Center Browns Stadium

The Integrated Design Competition Spring 2013 Electrical Design

James Stadelman Peter Marks

Mixed-Use Office Building Cleveland, OH

The Flats

Kent State University College of Architecture & Environmental Design

Design Integration

Charles Frederick

Warehouse District

System Integration

Downtown Center

Mechanical Design

Theater District

Tadgh O’ Crowley

Cleveland State University

William Lucak

Judicial

Computer Integration

North Coast Harbor District

Kiley Maas & Stephanie Schill

Burke Lakefront District

John Kabek

There are 8 primary districts in Cleveland north of the Cuyahoga River, each with a distinct identity and architectural style. While the Downtown Center, Warehouse District, and Flats account for the majority of restaurants, bars, and entertainment venues in the city, many popular tourist attractions are located in the North Coast Harbor District. The site itself is situated within the Burke Lakefront District, directly adjacent to the North Coast Harbor District.

Though amenities such as the Great Lakes Science Center, Rock & Roll Hall of Fame, and Browns Stadium are located in close proximity to the site, there is a weakened connection to the Downtown area due to the interstate and a strip of land filled with Cuyahoga County facilities separating the two entertainment areas. As a result, the North Coast Harbor and Burke Lakefront District will be considered a destination among themselves, translating the ideas of Downtown Cleveland to the Lake Erie Waterfront.

Structural Design

Districts of Cleveland

Science Center

10 Min. Walk

5 Min. Walk North Marginal Drive Cleveland Memorial Shoreway

North Point

Cleveland Memorial Shoreway

Scale: 1” = 250’-0”

125

250

500

750

Site Analysis: Urban Relationships

North Point

Rock & Roll Hall of Fame

East 9th Street

Browns Stadium

at Cleveland Burke Lakefront

Burke Lakefront Airport

G103

The Integrated Design Competition Spring 2013

Cleveland’s humid climate supports the notion of conditioning the individual rather than the building. Natural ventilation should be used in place of thermal mass as the primary passive cooling strategy.

Precipitation

John Kabek

Structural Design

Average Precipitation 2.48" 2.29" 2.94" 3.37" 3.50" 3.89" 3.52" 3.69" 3.77" 2.73" 3.38" 3.14" 38.71"

Design Integration

Average Direction Northwest West Southwest South Southwest West West Southwest Southwest Southwest Northwest Southwest Southwest

Charles Frederick

Daylighting Strategies

Wind Speed & Direction

Winds will travel to the site from the south, west, and north. During the day, winds will typically enter the site from the south and southwest directions. During the night, prevailing winds travel from the north as air moves from water to land.

Average Direction South North Southwest West North South North North Southwest Southwest Southwest South

Average Speed 12 mph 12 mph 11 mph 11 mph 12 mph 13 mph 12 mph 11 mph 12 mph 12 mph 13 mph 12 mph

One square meter of Motorwave Microturbines produces 131 kWh of electricity/year/5mph of wind, equating to an estimated 86,545 kWh per year based on an average wind speed of 12 mph

820 square meters of photovoltaic panels will generate 249,116 kWh of electricity annually

Mixed-Use Office Building Cleveland, OH

Wind Rose High-velocity winds tend to enter the site from the south and southwest, often approaching speeds of 20-30 m/s.

NNW

N

NNE NE

NW WNW

ENE

W

E

WSW

ESE SE

SW SSW

S

SSE

Grey Water Storage Tank

Renewable Energy & Water Conservation Systems

Site Analysis: Passive Strategies

at Cleveland Burke Lakefront

Month January February March April May June July August September October November December

Rainwater passes through an extensive green roof system and is carried to an underground grey water storage tank for site irrigation and non-potable fixture use

North Point

Month January February March April May June July August September October November December Annual

Electrical Design

Humidity

James Stadelman

Ceilings angle up towards windows on all facades to maximize daylighting depth

Peter Marks

Cantilevered floors on the south facade allow the architecture to act as a shading device from highaltitude summer sun

System Integration

15°F 20°F 10°F

Mechanical Design

Average Diurnal Temperature Range: Overheated Season Diurnal Range: Underheated Season Diurnal Range:

Tadgh O’ Crowley

Diurnal Temperature Range

June-September October-April

William Lucak

Typical Overheated Period: Typical Underheated Period:

Kent State University College of Architecture & Environmental Design

Overheated vs. Underheated Period

Computer Integration

Cleveland Climate Analysis

Kiley Maas & Stephanie Schill

Three centralized atria eliminate lengthy perimeter-to-core spans, providing natural daylight to all office areas.

G104

Rentable Square Footage:

23,700 SF

Rentable Square Footage:

29,753 SF

Net Square Footage:

28,247 SF

Net Square Footage:

31,400 SF

28,247 SF

Net Square Footage:

31,400 SF

82.4%

94.8%

Sub-Tenant

Prime Tenant Core

Level 6: Prime Tenant

Level 2: Restaurant & Brewery Rentable Square Footage:

17,173 SF

Rentable Square Footage:

28,602 SF

Net Square Footage:

22,953 SF

Net Square Footage:

30,249 SF

74.8%

94.6%

Brewery

Prime Tenant

Kent State University College of Architecture & Environmental Design

Design Integration

Core

Electrical Design

Net Square Footage:

James Stadelman

29,753 SF

Peter Marks

Rentable Square Footage:

System Integration

23,288 SF

Mechanical Design

Rentable Square Footage:

Tadgh O’ Crowley

Level 7: Prime Tenant

Level 3: Sub-Tenant

William Lucak

Core

Computer Integration

Core

Kiley Maas & Stephanie Schill

Sub-Tenant

Prime Tenant

John Kabek

94.8%

Prime Tenant

Structural Design

83.9%

The Integrated Design Competition Spring 2013

Level 8: Prime Tenant

Charles Frederick

Level 4: Prime & Sub-Tenant

Core

Upper Lobby

Level 5: Prime Tenant

Level 1: Retail & Lobby Rentable Square Footage:

16,500 SF

Rentable Square Footage:

28,602 SF

Net Square Footage:

27,090 SF

Net Square Footage:

30,249 SF

60.9%

94.6%

Retail

Prime Tenant Core

Lobby Service Core

Building Summary:

Rentable Square Footage: 197,371 SF

Net Square Footage: 229,835 SF

Efficiency: 85.9%

Program Efficiency

North Point

Core

at Cleveland Burke Lakefront

Mixed-Use Office Building Cleveland, OH

Mechanical

G105

Accessibility 1103.1 Where Required. Sites, buildings, structures, facilities, elements and spaces, temporary or permanent, shall be accessible to persons with physical disabilities.

1104.1 Site Arrival Points. Accessible routes within the site shall be provided from public transportation stops; accessible parking; accessible passenger loading zones; and public streets or sidewalks to the accessible building being served.

1104.4 Multilevel Buildings and Facilities. At least one accessible route shall connect each level, including mezzanines, in multilevel buildings and facilities.

1105.1 Public Entrances. At least 60%of all public entrances shall be accessible.

1108.2.8.1 Dining Surfaces. Where dining surfaces for the consumption of food or drink are provided, at least 5 percent, but less than one, of the seating and standing spaces at the dining surfaces shall be accessible and be distributed throughout the facility.

1109.1 Toilet and Bathing Facilities. Toilet rooms and bathing facilities shall be accessible. At least one of each type of fixture, element, control or dispenser in each accessible toilet and bathing facility shall be accessible.

1109.5.1 Minimum Number of Drinking Fountains. No fewer than two drinking fountains shall be provided. One drinking fountain shall comply with the requirements for people who use a wheelchair and one drinking fountain shall comply with the requirements for standing persons.

7. Energy Efficiency 7.3.2 On-Site Renewable Energy Systems. Building project design shall show allocated space and pathways for future installation of on-site renewable energy systems and associated infrastructure that provide annual energy production equivalent of not less than 10.0 kBtu/ft2 multiplied by the total roof area in ft2 7.4.1.1 On-Site Renewable Energy Systems. Building projects shall contain on-site renewable energy systems that provide the annual energy production equivalent of not less than 10.0kBtu/ft.2 multiplied by the total roof area in ft.2.

The annual energy production shall be the combined sum of all on-site renewable energy systems.

7.4.2. Building Envelope. The building envelope shall comply with Section 5 of ANSI/ASHRAE/IES Standard 90.1 with the following modifications and additions: 7.4.2.1 Building Envelope Requirements. The building envelope shall comply with the requirements in Tables A-1 to A-8 in Normative Appendix A. 7.4.2.2 Roof Insulation. Roofs shall comply with the provisions of Section 5.3.2.3 and Tables A-1 to A-8 of this standard.

7.4.2.4 Vertical Fenestration Area. The total vertical fenestration area shall be less than 40% of the gross wall area.

Table A-5 (Supersedes Table 5.5-5 in ANSI/ASHRAE/IES Standard 90.1) Building Envelope Requirements for Climate Zone 5 (A, B, C) (I-P) Nonresidential Opaque Elements Max. U-Value Insulation Min. R-Value Roofs Insulation Entirely Above Deck U-0.039 R-25.0 ci Metal Building U-0.035 R-19.0 + R-11.0 Ls Attic and Other U-0.021 R-49.0 U-0.080 R-13.3 ci Walls, Above Grade Mass Metal Building U-0.052 R-13.0 + R-13.0 ci Steel Framed U-0.055 R-13.0 + R-10.0 ci Wood Framed and Other U-0.051 R-13.0 + R-7.5 ci Walls, Below Grade Below Grade Wall C-0.092 R-10.0 ci Floors Mass U-0.064 R-12.5 ci Steel Joist U-0.032 R-38.0 Wood Framed and Other U-0.026 R-30.0 + R-7.5 ci Slab-On-Grade Unheated F-0.540 R-10 for 24 in.

Heated F-0.440 Floors R-15.0 for 36 in. + R-5 ci below Opaque Doors Swinging U-0.400 Non-Swinging U-0.400 Fenestration Max. U-Value Assembly Max. SHGC Nonmetal Framing: All U-0.25 Vertical SHGC-0.35 all Fenestration, 0%- Metal Fr: Curtainwall/Storefront U-0.35 40% of Wall Metal Framing: Entrance Door U-0.70 Metal Framing: All Other U-0.45 Skylight with Curb, 0%-2.0% U-0.67 SHGC-0.36 2.1%-5.0% U-0.67 SHGC-0.36 Glass, % of Roof Skylight with Curb, 0%-2.0% U-0.69 SHGC-0.34 Plastic, % of Roof 2.1%-5.0% U-0.69 SHGC-0.34 Skylight without 0%-2.0% U-0.69 SHGC-0.36 U-0.69 SHGC-0.36 Curb, All, % of Roof 2.1%-5.0%

Code Information

The Integrated Design Competition Spring 2013 Electrical Design

James Stadelman Peter Marks

System Integration

William Lucak

Computer Integration

Mechanical Design

Tadgh O’ Crowley

Kiley Maas & Stephanie Schill at Cleveland Burke Lakefront

Types of Construction 602.1 General. Buildings and structures erected shall be classified in one of the five construction types defined in Sections 602.2-602.5.

602.2 Types I and II. Type I and II construction are those types of construction in which the building elements listed in 601 are noncombustible materials, except as permitted elsewhere in this code.

Structural Frame: 2-Hour Fire Rating Bearing Walls: 2-Hour Fire Rating Floor Construction: 2-Hour Fire Rating Roof Construction: 1-Hour Fire Rating

Building Envelope Requirements

North Point

General Building Heights & Areas 503.1 General. The height and area for buildings of different construction types shall be governed by the intended use of the building and shall not exceed the limits in Table 503: 11 Stories, Unlimited Height 508.1 General. Where a building contains two or more occupancies, the building or portion thereof shall comply with the applicable provisions of this section.

John Kabek

Special Detailed Requirements Based On Use & Occupancy 401.1.1 Definition of Atrium. An opening connecting two or more stories other than enclosed stairways, elevators, hoistways, escalators, plumbing, electrical, air-conditioning, or other equipment.

404.3 Automatic Sprinkler Protection. An approved automatic sprinkler system shall be installed throughout the entire building.

404.4 Smoke Control. A smoke control system shall be installed in accordance with Section 909.

404.8 Travel Distance. In other than the lowest level of the atrium, where the required means of egress is through the atrium, the portion of exit access travel distance within the atrium space shall not exceed 200’.

Structural Design

Use & Occupancy Classification 302.1 General. Structures or portions of structures shall be classified with respect to occupancy in one or more of the groups listed. A room or space that is intended to be occupied at different times for different purposes shall comply with all the requirements that are applicable to each of the purposes for which the room or space will be occupied.

1. Assembly: Group A-2 2. Business: Group B 7. Mercantile: Group M 9. Storage: Group S-1 10. Utility and Miscellaneous: Group U

7.4.2.5. Permanent Projections. For climate zones 1-5, the vertical fenestration on the west, south, and east shall be shaded by permanent projections that have an area-weighted average PF of not less than 0.50. The building is allowed to be rotated up to 45 degrees to the nearest cardinal orientation for purposes of calculation and showing compliance.

Exceptions: 1. Vertical fenestration that receives direct solar radiation for fewer than 250 hours per year due to shading by permanent external buildings, existing permanent infrastructure, or topography 3. Vertical fenestration with automatically controlled dynamic glazing capable of modulating in multiple steps the amount of solar gain and light transmitted into the space in response to daylight levels or solar intensity that comply with all of the following: A) Dynamic glazing shall have a lower labeled SHGC equal to or less than 0.12, lowest labeled VT no greater than 0.05, and highest labeled VT no less than 0.40.

B) A manual override located in the same enclosed space as the vertical fenestration shall override operation of automatic controls no longer than 4 hours 7.4.2.6 SHGC of Vertical Fenestration. Vertical fenestration that is north-oriented shall be allowed to have a maximum SHGC of 0.10 greater than specified in Tables A-1 to A-8 in Normative Appendix A. 7.4.2.8 Fenestration Orientation. To reduce solar gains from the east and west in climate zones 1 through 4 and from the west in climate zones 5 and 6, the fenestration area of SHGC shall comply with the following requirements: B) For climate zones 5 and 6: 1/3 x (AN x SHGCN + AS x SHGCS +AE x SHGCE ≥ 1.1 x (AW x SHGCW) 7.4.2.9 Continuous Air Barrier. The building envelope shall be designed and constructed with a continuous air barrier that complies with Normative Appendix B to control air leakage into, or out of, the conditioned space. All air barrier components of each envelope assembly shall be clearly identified on construction documents and the joints, interconnections, and penetrations of the air barrier components shall be detailed.

Design Integration

5. Site Sustainability 5.3.2.1 Site Hardscape. For the purposes of this section, the site hardscape includes roads, sidewalks, courtyards, and parking lots. At least 50% of the site hardscape shall be provided with one or any combination of the following: A) Existing trees and vegetation or new bio-diverse plantings of native plants and adapted plants located to provide shade within ten years of the final certificate of occupancy. The effective shade coverage of the hardscape shall be the arithmetic mean of the shade coverage calculated at 10 am and 3 pm on the summer solstice B) Paving materials with a minimum initial SRI of 29. A default SRI value of 35 for new concrete without color pigment is allowed to be used instead of measurements C) Open-graded aggregate, permeable pavement, permeable pavers.

Permeable pavement and permeable pavers shall have a percolation rate of not less than 2 gal/minft.2 D) Shading through the use of structures, provided that the top surface of the shading structure complies with the provisions of section 5.3.2.3 E) Parking under a building, provided that the roof of the building complies with the provisions of section 5.3.2.3 5.3.4.1 Invasive Plants. Invasive plants shall be removed from the building project site and destroyed or disposed of in a land fill. Invasive plants shall not be planted on the building project site.

5.3.5.1 Walkways. Each primary building entrance shall be provided with a pedestrian walkway that extends to either a public way or a transit stop.

Walkways across parking lots shall be clearly delineated 5.4.1.1 Effective Pervious Area for All Sites. A minimum of 40% of the entire site shall incorporate one or any combination of the following: A) Shall be vegetated with a minimum depth of growing medium of 12 in. Such vegetated areas include bioretention facilities, rain gardens, filter strips, glass swales, vegetated land spreaders, constructed wetlands, planters, and open space with plantings. At least 60% of the vegetated area shall consist of biodiverse planting of native plants and/or adapted plants other than turfgrass B) Shall have a vegetated roof with a minimum depth of growing medium of 3” C) Shall have porous pavers.

D) Shall have permeable pavement, permeable pavers, or open graded aggregate with a minimum percolation rate of 2 gal/minft.2 and a minimum of 6 in. of open-graded base below Exceptions 1. The effective pervious surface is allowed to be reduced to a min. of 20% of the entire site if 10% of the average annual rainfall for the entire development footprint is captured on site and reused for site or building water use 2. The effective pervious surface is not required in 50% of the average annual rainfall for the entire development footprint is captured on site and reused for site or building water use.

5.5.1 Site Development. Building projects shall comply with the following: C) A minimum of 50% of average annual rainfall on the development footprint shall be managed through infiltration, reuse, or ET.

Charles Frederick

Note: All codes regarding fire protection, mechanical, electrical, plumbing, and structural systems will accompany drawings in each respective section

Kent State University College of Architecture & Environmental Design

ANSI/ASHRAE/USGBC/IES Standard 189.1

Mixed-Use Office Building Cleveland, OH

2007 Ohio Building Code

G106

The Integrated Design Competition Spring 2013 Burke Lakefront Airport

Browns Stadium

Science Center

Rock & Roll Hall of Fame

Electrical Design

James Stadelman Peter Marks

Mechanical Design

Kent State University College of Architecture & Environmental Design

Burke Lakefront District

System Integration

Design Integration

Charles Frederick

Transient Marina

William Lucak

John Kabek

Erie Festival Pier

Computer Integration

Structural Design

Voinovich Bicentennial Park

Tadgh O’ Crowley

Kiley Maas & Stephanie Schill

North Coast Harbor District

Public Parking Garage

North Point

While the new development is positively impacting the area, there is a lack of retail and dining establishments for guests to visit after a trip to the museum or a football game. In order for the Cleveland Downtown Lakefront Plan to succeed, visitors must not only feel compelled to travel to the waterfront, but to stay there for extended periods of time. There is an opportunity for the Burke Lakefront District to compensate for the shopping and dining amenities that the North Coast Harbor District is lacking.

North Point is located within the Burke Lakefront District, a new area proposed by the Cleveland Downtown Lakefront Plan. Unlike the North Coast Harbor District, which features a variety of tourist attractions, the Burke Lakefront District will address the business, retail, and dining needs of local citizens. Because buildings in this district are situated directly adjacent to Burke Lakefront Airport, there are strict height limitations to which the architecture must comply.

North Point, being largest in size and closest to North Coast Harbor’s attractions, naturally takes on the role as a gateway between the two districts. By implementing a strong horizontal path along the waterfront, tourists leaving attractions are encouraged to explore the shops and restaurants in the Burke Lakefront District, and workers have the opportunity to celebrate Cleveland’s landmarks when the business day is over. This pedestrian-oriented path, in conjunction with the RTA and water taxi stops located on site, eliminate dependence o the automobile common to other districts in Cleveland. North Point will act as model of economic, social, and environmental sustainability for surrounding downtown districts, as well as the greater Cleveland area.

Site: Limits to Growth: All current development takes place on land that was previously used.

Site: Car-Free Living: Pedestrian pathways throughout site eliminate dependence on vehicles.

Site: Limits to Growth: Boulevard trees consist of native, non-invasive species Equity: Democracy + Social Justice: Transportation and non-building infrastructure complies with ADA requirements.

Cleveland Downtown Lakefront Plan Scale: 1” = 200’-0”

100

200

400

600

at Cleveland Burke Lakefront

Located within a 5 minute walking distance of North Point, the North Coast Harbor District is an entertainment destination that holds many of Cleveland’s most popular landmarks, such as the Rock & Roll Hall of Fame, the Great Lakes Science Center, and Browns Stadium. This district is experiencing a surge in development as a result of the Cleveland Downtown Lakefront Plan, including the creation of a lively pier and a transient marina to draw tourists by boat from other cities around the Great Lakes.

Burke Lakefront District

North Point

North Coast Harbor District

Cleveland Memorial Shoreway

Mixed-Use Office Building Cleveland, OH

Cleveland Memorial Shoreway

East 9th Street

North Marginal Drive

C101

The Integrated Design Competition Spring 2013

Water Taxi

RTA Dropoff

North Marginal Road

Cleveland Memorial Shoreway Site: Car-Free Living: Pedestrian pathways throughout site eliminate dependence on vehicles Site: Limits to Growth: All vegetation on site is comprised of native, non-invasive species Equity: Rights to Nature: Site development celebrates Lake Erie and the natural landscape, and provides opportunities for visitors to directly experience nature.

Site Length | Site Width | Total Site Area | Building Footprint | Site Efficiency 290’ 130’ 37,700 27,090 71.9%

Site Plan Scale: 1” = 40’-0”

20

40

80

120

Electrical Design

James Stadelman Peter Marks

Mechanical Design

System Integration

Design Integration

at Cleveland Burke Lakefront

at Cleveland Burke Lakefront

Building A: Mixed-Use Retail & Office Building

North Point

North Point

Mixed-Use Office Building Cleveland, OH

Public Parking Lot

Kent State University College of Architecture & Environmental Design

Fountain Head

Public Parking Garage

Building B: Mixed-Use Retail & Office Building

Outdoor Amphitheater

Charles Frederick

John Kabek

Structural Design

USS Cod

Tadgh O’ Crowley

Burke Lakefront Airport

William Lucak

Building C: Office Building

Computer Integration

Paving, landscaping, and building forms respond to these 4 conditions to stimulate visitors and create places of interest at various points along the path. The retail corridor is terminated wth dining establishments on the east and west ends of the site to entice shoppers to extend their stay in Burke Lakefront District; however, these restaurants respond in a way unique to their location along the path. With unobstructed views of the waterfront, North Point has a large brewery on the second level that is driven by visitors looking for entertainment after leaving the North Coast Harbor District. On the east end, a series of small-scale restaurants in Buildings A & B replicate the feeling of a lively city street . Centered along the path is a shaded intimate gathering area that acts as a retreat for both shoppers and workers.

Contrasting the intimate gathering space is a large outdoor amphitheater that can flexibly accommodate both performing acts as well as community festivals. This amphitheater opens up to the USS Cod, which floats in the center of the lake. Five fountains located near the shoreline not only celebrate the history of the USS Cod, but the vibrant nature of the site itself.

Kiley Maas & Stephanie Schill

North Point is located along the Retail Corridor, a horizontal pedestrian walkway that engages visitors with shops, restaurants, parks, and outdoor entertainment. Visitors have the opportunity to pass through 4 urban conditions during their journey along the Retail Corridor: (1) Architecture vs. Waterfront, (2) Open Park vs. Open Park, (3) Architecture vs. Open Park, (4) Architecture vs. Architecture

C102

The Integrated Design Competition Spring 2013 Water Taxi

Design Integration

578.4’

580.4’

Electric Room

580’

Retail Storage

Retail Storage

Service Dock Telecom Room

Down

Main Telecom.

Room

Retail Storage Jan.

Elevator Lobby

Security

Mechanical

Fire Command Center

Shipping & Recieving

Trash Recycle

580.4’ Retail 4

Retail 5

Retail 6

Electrical Design

James Stadelman

Kent State University College of Architecture & Environmental Design

Reception

Peter Marks

Lobby

Electric Room Storage

Charles Frederick

Main Electric Room

System Integration

579.9’

Mechanical Design

Retail 3

Tadgh O’ Crowley

Retail 2

John Kabek

Retail 1

William Lucak

580’

Brewery Lobby & Merchandise Shop

Structural Design

Cashier & Storage

579’

Computer Integration

579.8’

578.8’

Kiley Maas & Stephanie Schill

578.7’

Retail 7

Northwest Entry A two-story brewery lobby located on the northwest corner of the building draws guests from the North Coast Harbor District visiting the building to eat, drink, and socialize after touring famous Cleveland landmarks.

580.3’

Northeast Entry North Point’s main lobby is located on the eastern edge of the building. Located on the northern end of the lobby, this entry will serve shoppers passing through the retail corridor, as well as workers travelling from the parking garage to the east.

Southeast Entry Located on the southern end of North Point’s main lobby, this entry will be used by visitors that have been dropped off in front of the building, as well as business workers travelling from the RTA stop to the south.

Site: Limits to Growth: All trees implemented on site are native, non-invasive species Equity: Democracy + Social Justice: External paved areas on site comply with ADA requirements Materials: Appropriate Sourcing: All materials used on the site are regionally sourced to promote sustainability and growth for the regional economy

Efficiency | Floor Plate GSF | Building Total GSF | Levels | Lease Span | Column Bay | Window Module 60.9% 27,090 229,835 8 36’-39’ 30’ 5’-0”

First Level Floor Plan Scale: 1” = 20’-0”

10

20

40

60

at Cleveland Burke Lakefront

580.2’

North Point

580.1’

Mixed-Use Office Building Cleveland, OH

580.2’

A101

The Integrated Design Competition Spring 2013 Telecom Room

Main Mechanical Room

Bar Storage

Waiter Service Women’s RR Jan.

Mechanical

Kitchen

Electrical Design

Peter Marks

System Integration

Mechanical Design

Tadgh O’ Crowley William Lucak

Computer Integration

Men’s RR

Kent State University College of Architecture & Environmental Design

Private Party Room

Mixed-Use Office Building Cleveland, OH

Generator Room

An eco-friendly brewery with an open dining room overlooking Lake Erie is located on the second floor of the North Point Office Building. By raising the dining room and bar areas above ground level, guests can appreciate unobstructed views of Cleveland’s new lakefront development both indoors and outdoors on an exterior terrace. While the building envelope remains orthogonal, the interior layout follows a spline that extends throughout the restaurant to add a sense of separation between the dining room and bars. In addition to providing a social retreat for young professionals within the building, the brewery demonstrates that sustainability can be lively, entertaining, and citizen-driven. Black water from the brewery and kitchen sinks is converted to energy and grey water using a biogas tank and water treatment tank located underground. Guests are encouraged to purchase products from the brewery knowing that they’re participating in lowering the building’s impact on the environment. Highlighting this process throughout the space will not only improve the economic sustainability of the brewery, but will bring the building’s ecological sustainability to a level that can be universally understood by all visitors.

Efficiency | Floor Plate GSF | Building Total GSF | Levels | Lease Span | Column Bay | Window Module 74.8% 22,953 229,835 8 36’-48’ 30’ 5’-0”

Water: Net-Zero Water: Black water waste from the brewery is burned in a biogas tank to produce energy for the building; remaining water is treated and used for non-potable fixtures Beauty: Beauty+ Spirit: Design and function of the restaurant celebrate Cleveland’s growing population of young professionals Beauty: Inspiration + Education: Information regarding the brewery’s sustainability in terms of water treatment and energy generation will be on display within the brewery.

Second Level Floor Plan Scale: 1” = 20’-0”

10

20

40

60

at Cleveland Burke Lakefront

X-Factor: Sustainable Brewery

North Point

Brewing Facility

Waiting Area

James Stadelman

Kiley Maas & Stephanie Schill Hostess

Design Integration

Bar

Charles Frederick

597.4

Dining Room

Electric Room

John Kabek

598.4

Glass-Encased Fire Pit

Bar

Structural Design

Outdoor Dining Terrace

Lounge Area

A102

The Integrated Design Competition Spring 2013 Women’s RR Jan.

Tenant 3F 2400 SF

Tenant 3F 4000 SF

Electrical Design

Peter Marks

System Integration

Mechanical Design

William Lucak

The base of the central atrium spanning the height of the building is located on the third floor, a spec-tenant level. Allowing the space between the two ends of the core to function as an atrium not only brings natural light to spec-tenant corridors, but serves as a place for social interaction for employees and guests. All plantings in the atrium are comprised of native, non-invasive species and are irrigated using grey water from the brewery’s water treatment process.

Efficiency | Floor Plate GSF | Building Total GSF | Levels | Lease Span | Column Bay | Window Module | Typical Office 82.4% 28,247 229,835 8 33’-42’ 30’ 5’-0” 9’-8”

Water: Ecological Water Flow: Rainwater harvested from the roof, and grey water resulting from the black water treatment process is used to irrigate plants in the atria.

Health: Healthy Air: Plants will reduce CO2 levels within tenant corridors to improve the overall indoor air quality.

Health: Biophilia: Plantings in atria foster a relationship between humans and nature inside the workplace by bringing the outer environment indoors.

Third Level Floor Plan Scale: 1” = 20’-0”

10

20

40

60

North Point

Central Atrium

at Cleveland Burke Lakefront

Mixed-Use Office Building Cleveland, OH

Tenant 3D 2400 SF

Mechanical

Kent State University College of Architecture & Environmental Design

Telecom Room

Computer Integration

John Kabek

Design Integration

Charles Frederick

Men’s RR

Electric Room

Tadgh O’ Crowley

Tenant 3C 4900 SF

James Stadelman

Kiley Maas & Stephanie Schill Tenant 3B 2200 SF

Structural Design

Tenant 3A 7200 SF

A103

The Integrated Design Competition Spring 2013 Women’s RR Jan.

Tenant 4B 2400 SF

Tenant 4C 4000 SF

Electrical Design

James Stadelman Peter Marks

System Integration

Mechanical Design

William Lucak

Mixed-Use Office Building Cleveland, OH

Tenant 4A 2400 SF

Mechanical

Kent State University College of Architecture & Environmental Design

Telecom Room

Computer Integration

Design Integration

Charles Frederick

Men’s RR

Electric Room

Tadgh O’ Crowley

Kiley Maas & Stephanie Schill John Kabek

Structural Design

Prime Tenant 14700 SF

Health: Civilized Environment: Atrium design maximizes daylighting levels in the interior zones of the building to provide all workers with natural light regardless of office location.

Health: Biophilia: Natural curvilinear gardens project into the atrium, allowing organic shapes to occur within a building that demands orthogonal spaces for offices.

Efficiency | Floor Plate GSF | Building Total GSF | Levels | Lease Span | Column Bay | Window Module | Typical Office 83.9% 28,247 229,835 8 33’-42’ 30’ 5’-0” 9’-8”

Fourth Level Floor Plan Scale: 1” = 20’-0”

10

20

40

60

North Point

To eliminate long travel distances from the core to perimeter offices, a walkway with a central seating platform bisects the atria on the east and west ends of the building. Built-in benches overlook the primary gardens on the third level, as well as small-scale gardens projecting into the atria on each office floor. While the east atrium walkway accommodates horizontal circulation only, the west atrium has a central staircase that connects prime tenant levels vertically.

at Cleveland Burke Lakefront

Atria Walkways

A104

The Integrated Design Competition Spring 2013 Mechanical

Electrical Design

James Stadelman Peter Marks

System Integration

Mechanical Design

Kent State University College of Architecture & Environmental Design

Jan.

Mixed-Use Office Building Cleveland, OH

Telecom Room

William Lucak

Design Integration

Women’s RR

Computer Integration

Men’s RR

Charles Frederick

Electric Room

Tadgh O’ Crowley

Kiley Maas & Stephanie Schill John Kabek

Structural Design

Prime Tenant

Energy: Net-Zero Energy: Daylight carried into inner zones through the large atrium reduces dependence on electric lighting, helping the building lower it’s overall energy usage.

Beauty: Human Scale + Humane Places: The creation of small seating areas offers workers intimate spaces within a grand, open office.

Efficiency | Floor Plate GSF | Building Total GSF | Levels | Lease Span | Column Bay | Window Module | Typical Office 94.6% 30,249 229,835 8 33’-45’ 30’ 5’-0” 9’-8”

Fifth & Sixth Level Floor Plan Scale: 1” = 20’-0”

10

20

40

60

North Point

Because the building’s elevators are located on the east end of the core near the main lobby, a circulation stair connecting all prime tenant levels is located in the west atrium. This stair will significantly reduce circulation time for employees that must travel between floors throughout the work day. The curved stair surrounds the seating platform located in the center of the walkway, allowing the atrium to serve both circulation and social purposes.

at Cleveland Burke Lakefront

Prime Tenant Circulation Stair

A105

The Integrated Design Competition Spring 2013 Electrical Design

James Stadelman Peter Marks

System Integration

Mechanical Design

Kent State University College of Architecture & Environmental Design

Mechanical

Natural light carried into the space from the three atria, in conjunction with the long spans of the structural bay system in the north-south direction, support the notion of an open office concept.

Locating structural columns near the perimeter of the space allows the lease span to remain unobstructed. This offers great flexibility for both the prime tenant and future occupants as functional elements and technology continually progress.

Health: Healthy Air: All office spaces comply with ASHRAE 62 Ventilation Requirements Materials: Red List: Materials utilized within interior office spaces are not red-listed items.

Materials: Appropriate Sourcing: Structural steel is sourced within 200 miles to promote economic sustainability in the Great Lakes region.

Efficiency | Floor Plate GSF | Building Total GSF | Levels | Lease Span | Column Bay | Window Module | Typical Office 94.8% 31,400 229,835 8 33’-48’ 30’ 5’-0” 9’-8”

Seventh & Eighth Level Floor Plan Scale: 1” = 20’-0”

10

20

40

60

North Point

A Progressive Workplace

at Cleveland Burke Lakefront

Mixed-Use Office Building Cleveland, OH

Jan.

William Lucak

Design Integration

Women’s RR Telecom Room

Computer Integration

Men’s RR

Charles Frederick

Electric Room

Tadgh O’ Crowley

Kiley Maas & Stephanie Schill John Kabek

Structural Design

Prime Tenant

A106

The Integrated Design Competition Spring 2013 Structural Support

Kiley Maas & Stephanie Schill

Mechanical Screen

Electrical Design

James Stadelman Peter Marks

System Integration

Mechanical Design

Tadgh O’ Crowley

John Kabek

Water: Net-Zero Water: Rainwater will be captured at roof level and carried to a sub-grade grey water storage tank to be used for non-potable fixtures with the building.

Energy: Net-Zero Energy: Photovoltaic panels and wind generation will help offset the energy demand of the office building.

Roof Plan Scale: 1” = 20’-0”

10

20

40

60

at Cleveland Burke Lakefront

Mixed-Use Office Building Cleveland, OH

Kent State University College of Architecture & Environmental Design

Motorwave Micro-Turbines

William Lucak

Dedicated Outdoor Air System

Computer Integration

Elev.

PH

North Point

Elev.

PH

Design Integration

Elev.

PH

Charles Frederick

Green Roof

Structural Design

Photovoltaic Panels

A107

The Integrated Design Competition Spring 2013 Electrical Design

James Stadelman Peter Marks

System Integration

William Lucak

Computer Integration

Mechanical Design

Tadgh O’ Crowley

Kiley Maas & Stephanie Schill John Kabek

Structural Design

South Elevation Scale: 1” = 20’-0”

10

20

40

60

North Point

Site: Limits to Growth: All trees implemented on site are native, non-invasive species Health: Civilized Environment: Interior spaces offer access to daylight Materials: Red List: Materials used in the building envelope are not red-listed

at Cleveland Burke Lakefront

Mixed-Use Office Building Cleveland, OH

Lower roof opens to visitors traveling on North Marginal Road

Design Integration

Light shelves shade desks and reflect daylight further into each office

Charles Frederick

A series of projections along the facade act as a self-shading device while allowing every workspace to become a corner office with views to Downtown Cleveland

Kent State University College of Architecture & Environmental Design

Upper roof opens to Cleveland’s Downtown

A201

The Integrated Design Competition Spring 2013 Electrical Design

James Stadelman Peter Marks

System Integration

William Lucak

Computer Integration

Mechanical Design

Tadgh O’ Crowley

Kiley Maas & Stephanie Schill John Kabek

Structural Design

Kent State University College of Architecture & Environmental Design

Design Integration

Charles Frederick

A series of projections along the facade act as a self-shading device while allowing every workspace to become a corner office with views to the North Coast Harbor

West Elevation Scale: 1” = 20’-0”

10

20

40

60

North Point

Site: Car-Free Living: Pedestrian-oriented retail corridor eliminates dependence on automobile Equity: Human Scale + Humane Places: Building’s architecture addresses human scale at ground level to enhance the visitor experience at the site

at Cleveland Burke Lakefront

Mixed-Use Office Building Cleveland, OH

Angled roof above second level allows building to engage guests at a human scale

A202

The Integrated Design Competition Spring 2013 Electrical Design

James Stadelman Peter Marks

System Integration

Mechanical Design

William Lucak

Computer Integration

Design Integration

North Elevation Scale: 1” = 20’-0”

10

20

40

60

North Point

Equity: Rights to Nature: Both building architecture and site planning encourage access to sunlight, fresh air, and the Lake Erie waterfront Beauty: Beauty + Spirit: Outdoor dining area celebrates the lively atmosphere of Cleveland’s Lakefront Development

at Cleveland Burke Lakefront

Mixed-Use Office Building Cleveland, OH

Covered dining area offers unobstructed views of Lake Erie

Tadgh O’ Crowley

Kiley Maas & Stephanie Schill Lower roof opens to visitors from the North Coast Harbor District

Kent State University College of Architecture & Environmental Design

Vertical fins provide shading from harsh western light

Charles Frederick

John Kabek

Structural Design

Upper roof opens to Burke Lakefront District

A203

The Integrated Design Competition Spring 2013 Electrical Design

James Stadelman Peter Marks

System Integration

William Lucak

Computer Integration

Mechanical Design

Tadgh O’ Crowley

Kiley Maas & Stephanie Schill John Kabek

Structural Design Design Integration

Charles Frederick

Kent State University College of Architecture & Environmental Design

Vertical fins provide shading from harsh eastern light

East Elevation Scale: 1” = 20’-0”

10

20

40

60

North Point

Materials: Appropriate Sourcing: All materials used on the site are regionally sourced to promote sustainability and growth for the regional economy Equity: Democracy + Social Justice: External paved areas on site comply with ADA requirements

at Cleveland Burke Lakefront

Mixed-Use Office Building Cleveland, OH

Covered outdoor gathering space offers weather protection for North Point guests

A204

East-West Section

Scale: 1” = 20’-0”

at Cleveland Burke Lakefront

North Point

Mixed-Use Office Building Cleveland, OH

79’-8”

Prime Tenant

65’-4”

Prime & Sub-Tenant

51’-0”

Sub-Tenant

36’-8”

Restaurant & Brewery

17’-4”

Retail

10 20 40 60

Kent State University College of Architecture & Environmental Design

Prime Tenant Peter Marks

Electrical Design

James Stadelman

Mechanical Design

108’-4”

System Integration

Computer Integration

Tadgh O’ Crowley

Prime Tenant

William Lucak

Structural Design

John Kabek

94’-0”

Design Integration

Kiley Maas & Stephanie Schill

125’-8”

Charles Frederick

Green Roof

Prime Tenant

0’-0”

A301

The Integrated Design Competition Spring 2013

North-South Section

Scale: 1” = 20’-0” 10 20

at Cleveland Burke Lakefront

North Point

Mixed-Use Office Building Cleveland, OH

Sub-Tenant

36’-8”

Restaurant & Brewery

17’-4”

Retail

0’-0”

Kent State University College of Architecture & Environmental Design

Prime & Sub-Tenant

51’-0”

79’-8”

Prime Tenant

40 60 Peter Marks

Electrical Design

James Stadelman

Prime Tenant

System Integration

Mechanical Design

94’-0” Tadgh O’ Crowley

108’-4”

Kiley Maas & Stephanie Schill

Prime Tenant

Computer Integration

John Kabek

Prime Tenant Structural Design

122’-8”

William Lucak

Design Integration

65’-4” Charles Frederick

Green Roof

A302

The Integrated Design Competition Spring 2013

Wall Section 1 - Cantilevered Office

Scale: 1/2” = 1’-0” 8 16 32

at Cleveland Burke Lakefront

North Point

Mixed-Use Office Building Cleveland, OH

Effective daylight shading due to the 3’-0” cantilever of office floors above and below

Kent State University College of Architecture & Environmental Design

5 1/2” Composite Floor

48 Peter Marks

Electrical Design

James Stadelman

Unobstructed Lines of Site

System Integration

Mechanical Design

Tadgh O’ Crowley

Low-E Double Glazing

Kiley Maas & Stephanie Schill

The Integrated Design Competition Spring 2013

1/2” Sheathing

Computer Integration

John Kabek

Metal Stud Structural Design

Air and Water Vapor Barrier

William Lucak

Design Integration

5/8” Gypsum Board

Charles Frederick

Formawall Dimension Series 3” Insulated Panel System (R21)

Mecho Shade Roller Screen

A401

Wall Section 2 - 4K Office Light Shelf

Scale: 1/2” = 1’-0” 8 16 32

at Cleveland Burke Lakefront

North Point

Mixed-Use Office Building Cleveland, OH

Metal Stud

5/8” Gypsum Board

Kent State University College of Architecture & Environmental Design

48 Peter Marks

System Integration

Electrical Design

James Stadelman

Mechanical Design

Slatted and Angle Light Shelf Tadgh O’ Crowley

Indirect Daylighting Path of Reflectance off Light Shelf

Kiley Maas & Stephanie Schill

1/2” Sheathing

Computer Integration

John Kabek

Structural Design

Air and Water Vapor Barrier

William Lucak

Design Integration

Low-E Double Glazing Charles Frederick

Formawall Dimension Series 3” Insulated Panel System (R21)

A402

The Integrated Design Competition Spring 2013

Wall Section 3 - Restaurant Terrace

Scale: 1/2” = 1’-0” 8 16 32

at Cleveland Burke Lakefront

North Point

Mixed-Use Office Building Cleveland, OH

Kent State University College of Architecture & Environmental Design

48 Peter Marks

Electrical Design

James Stadelman

Metal Stud

System Integration

Mechanical Design

Tadgh O’ Crowley

Kiley Maas & Stephanie Schill

The Integrated Design Competition Spring 2013

Architectural, Sloped Roof

Computer Integration

John Kabek

Structural Design

Air and Water Vapor Barrier

William Lucak

Design Integration

Low-E Double Glazing Charles Frederick

Formawall Dimension Series 3” Insulated Panel System (R21)

1/2” Sheathing

A403

ANSI/ASHRAE/USGBC/IES Standard 189.1 7.4.3 Heating, Ventilating, and Air Conditioning Heating, ventilating, and air conditioning shall comply with Section 6 of ASHRAE Standard 90.1.

7.4.3.1 Minimum Equipment Efficiencies.

Projects shall comply with one of the following: A) EPAct baseline. Products shall comply with the minimum efficiencies addressed in National Appliance Energy Conservation Act (NAECA), Energy Policy Act (EPAct), and the Energy Independence and Security Act (EISA).

B) Higher Efficiency. Products shall comply with the greater of the ENERGY STAR requirements addressed in Section 7.4.7.3 and the values in Normative Appendix C. These requirements supersede the requirements in ANSI/ASHRAE/IES Standard 90.1.

1. The on-site renewable energy systems required in Section 7.4.1.1 shall provide an annual energy production of not less than 7.0 kBtu/ft2 multiplied by the total roof area in ft2 2. The peak load reduction systems required in Section 7.4.5.1 shall be capable of reducing electric peak demand by not less than 5% of the projected peak demand.

7.5.3.2 Ventilation Controls for Densely Occupied Spaces DCV is required for densely occupied spaces. The DCV system shall be designed to be in compliance with ANSI/ASHRAE Standard 62.1. All CO2 sensors used as part of a DCV system or any other system that dynamically controls outdoor air shall meet the following requirements: A) Spaces with CO2 sensors of air sampling probes leading to a central CO2 monitoring station shall have one sensor or probe for each 10,000 ft.2 of floor space and shall be located in the room between 3 and 6 ft. above the floor.

B) CO2 sensors must be accurate to ±50 ppm at 1000 ppm C) Outdoor air CO2 concentrations shall be dynamically measured using a CO2 sensor located in the path of the outdoor air intake.

7.4.3.6 Exhaust Air Energy Recovery The exhaust air energy recovery requirements defined in Section 6.5.6.1 of ANSI/ASHRAE/IES Standard 90.1 shall be used except that the energy recovery effectiveness shall be 60% and the requirements of Table 7.4.3.6 shall be used instead.

8.3.1 Indoor Air Quality The building shall comply with Sections 4-7 of ANSI/ASHRAE Standard 62.1 with the following modifications and additions. When a requirement is provided below, this supersedes the requirements in ANSI/ASHRAE Standard 62.1.

8.3.1.1 Minimum Ventilation Rates The Ventilation Rate Procedure of ANSI/ASHRAE Standard 62.1 shall be used.

The Integrated Design Competition Spring 2013

3. Ducted Indoor Air Handling Unit

When the VRF system is operating in cooling mode, indoor air handling units located in the various thermal zones are supplied with liquid refrigerant. The volume of refrigerant flowing through the air handling unit is controlled through an electronic expansion valve located inside the unit. Upon entering the coil, the refrigerant undergoes an evaporation process; this phase change extracts heat from the space, therefore cooling the room.

Mitsubishi PEFY-Medium Static, Ceiling Concealed Model PEFY-P30NMAU-E Cooling Capacity: Heating Capacity:

30,000 Btu/hr 34,000 Btu/hr

When the VRF system is operating in heating mode, indoor air handling units are supplied with hot gas refrigerant. Similar to cooling mode, the volume of hot gas flowing through the unit is controlled through the electronic expansion valve located inside the unit. Upon entering the coil, the gas refrigerant experiences condensation; this phase change generates and releases heat into the space.

Compressor Inlet

Compressor Outlet

4. Dedicated Outdoor Air System

Condenser Suction Line

Munters Drycool ERV Dessicant Dehumidifier Models 6018, 1440, 1648

Discharge Line

Compressor

Nominal CFM: Condenser Fan Ambient Air In

Cool Supply Air Out

Electrical Design

5. Building Management System

Evaporator Blower

LonWorks Gateway Models LMAP03U-E Drier

Evaporator

James Stadelman

6,000-16,000 CFM

Warm Air Released

Warm Air Extracted

Peter Marks

John Kabek

Energy Generation & Extraction

System Integration

16 360,000 Btu/hr

Mechanical Design

Number of Branches: Maximum Connected Capacity:

William Lucak

Mitsubishi City Multi VRF Model CMB-P1016NU-HA

In addition to refrigerant, natural air from the Dedicated Outdoor Air System (DOAS) will be carried to each AHU through ducts extending out from the vertical mechanical shaft located within the core. The building requires 3 DOAS to fulfill the fresh air requirements of ANSI/ASHRAE Standard 62.1. The DOAS systems will precondition air before it reaches the AHU, which will lead to energy savings for the owner. One DOAS is located on the roof above the mechanical shaft, and 2 DOAS are located in the main mechanical room on the second floor to service lower levels of the building. While the rooftop unit has direct outdoor access, the two DOAS in the mechanical room will be ducted to the outdoors and located adjacent to fresh air louvers.

Computer Integration

2. Branch Controller

Tadgh O’ Crowley

Kiley Maas & Stephanie Schill

After refrigerant passes through the branch controller it will be transported to the AHU located in each thermal zone based on heating or cooling requirements. Temperature and humidity levels of each zone will be monitored by a central building management system to optimize thermal comfort, indoor air quality, and energy efficiency. Conditioned air will be distributed to spaces with similar thermal demands through multiple supply air diffusers and return air registers.

12,010 288,000 Btu/hr

Capacity: 50 Indoor Units

Metering Device

Energy: Net-Zero Energy: On-site renewable energy generated from the biogas conversion tank, photovoltaic panels, and microturbines will be used to power the HVAC system.

Health: Healthy Air: All office spaces within the building comply with ASHRAE 62 Ventilation Requirements; sensors monitor CO2 and humidity levels.

Mechanical System Narrative

at Cleveland Burke Lakefront

The total building EUI is estimated to be 51 kBtu/SF/year, a significant reduction from the baseline EUI of 62 kBtu/SF/year.

Nominal CFM: Cooling Capacity:

North Point

A Vasari model suggested that the peak building load in July would be approximately 1150 mBtu. Based on 23 work days during the month of July, with 9 operating hours each day, there are 207 operating hours for the month. This equates to a cooling load of 5,555,555.56 Btu per day, which is equivalent to 462.96 tons. This number is slightly lower than the hand-calculated peak load because the 4k space has a higher percentage of glazing than other areas of the building. The peak load to which the mechanical system should be sized is 480 tons.

Mitsubishi City Multi VRF Model PURY-P288TSJMU-A

Structural Design

The 4K office space has a peak cooling load of 8.49 tons, and approximately 56 of these spaces can fit within the building’s gross square footage. Based on the cooling calculations of the 4K office space, the estimated peak cooling load for the entire building is 475.44 tons.

1. Outdoor Unit

Design Integration

Peak Building Load Calculation

The outdoor unit acts as an air source heat pump, extracting or releasing warm air into the atmosphere depending on the building’s heating or cooling load. Twenty 24-ton capacity outdoor units will be required to accommodate the peak cooling load of 480 tons. Two to three Branch Controllers (BC) will be located on each of the 8 floors to connect to the twenty outdoor units. The BC is critical to the energy recovery process, allowing the VRF system to simultaneously heat and cool various parts of the building through the capture and redistribution of waste heat.

Charles Frederick

Another driving factor behind the HVAC system selection is the need to reduce floor-to-floor heights due to the 154’ height limitation resulting from the site’s proximity to Burke Lakefront Airport. In VRF systems, refrigerant fluid can be used as both the working fluid and the heat transfer fluid; this refrigerant can be circulated through smaller piping compared to other systems that rely on water or air to transfer heat, significantly reducing the mechanical space located between floors. The VRF system also eliminates the need for large ductwork throughout the building, which not only minimizes floor-to-floor heights, but assists in the overall integration of the mechanical, electrical, structural, and plumbing systems.

VRF System Components

Kent State University College of Architecture & Environmental Design

An Air-Source Variable Refrigerant Flow (VRF) system is integrated into the mixed-use office building to accommodate the heating and cooling demands within each space, which fluctuate significantly throughout the day based on the solar orientation, occupancy, and equipment loads. Office spaces were designed to maximize daylight, which means that the temperature of perimeter zones will naturally vary throughout the day when compared to interior zones. In addition to providing individual temperature control of each zone, the greatest advantage of the VRF system is its ability to simultaneously heat and cool the building. Waste heat can be recovered from areas in cooling mode and redistributed to other areas requiring heat, which will lead to a significant energy reduction for the building, particularly during the underheated season when core areas require cooling and perimeter zones require heating.

Distribution System

Mixed-Use Office Building Cleveland, OH

Mechanical System Selection

M101

AHU

AHU

AHU

AHU

AHU

AHU

AHU

AHU

AHU

AHU

AHU

AHU

AHU

AHU

AHU

BC AHU

AHU

AHU

Level 5

BC AHU

AHU

BC AHU

AHU

Level 4

BC AHU

AHU

BC AHU

AHU

BC AHU

AHU

Design Integration

BC

Kent State University College of Architecture & Environmental Design

Level 6

Charles Frederick

John Kabek

AHU

Electrical Design

AHU

James Stadelman

AHU

AHU

AHU

BC

BC AHU

Due to the site’s close proximity to Lake Erie, the mechanical room will be located on the second floor of the building to water avoid damage caused by the flood plain. This room is centrally located along the southern facade of the building to provide a direct route to the vertical mechanical shafts that run throughout the building core, without intersecting main electrical lines. Ductwork provides all equipment in main mechanical room with access to fresh outdoor air.

AHU

Mechanical Design

Level 7

Main Mechanical Room

AHU

AHU

OU OU OU 18 19 20

BC

BC AHU

OU OU 16 17

Tadgh O’ Crowley

Level 8

OU 15

William Lucak

AHU

OU OU 13 14

Computer Integration

AHU

14,000 CFM DOAS

Peter Marks

BC

OU OU 11 12

System Integration

OU OU 9 10

The Integrated Design Competition Spring 2013

OU OU 7 8

Kiley Maas & Stephanie Schill

Roof

OU 6

Structural Design

OU OU OU OU OU 1 2 3 4 5

BC AHU

16,000 CFM DOAS BC AHU

BC AHU

AHU

AHU

Level 1 Secondary Mechanical Shaft

Main Mechanical Shaft

Mechanical Riser Diagram

at Cleveland Burke Lakefront

Level 2

6,000 CFM DOAS

AHU

AHU

North Point

AHU

BC

Mixed-Use Office Building Cleveland, OH

Level 3

M102

Mechanical Shafts in Building Core Two mechanical shafts are located within the core of the office building. The main mechanical shaft will accommodate ductwork associated with the DOAS as well as refrigerant piping for the twelve outdoor units located on the roof. The secondary mechanical shaft will serve the needs of eight outdoor units located on the roof. of the core as well.

Main Mechanical Shaft

4

5

6

7

8

0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.12 0.06 0.06 0.06 0.06 0.06 0.06 0.12 0.06 0.06 0.12 0.06 0.06 0.12 0.06 0.06 0.12 0.06 0.06 0.12

Main Mechanical Room Branch Return

Branch Supply

2. Munters DryCool ERV Unit 6018 Nominal CFM: Equivalent Cooling Tons: Dimensions: Weight:

6,000 50 203” x 96” x 72” 7,300 lbs.

A 6,000 CFM DOAS will supply fresh air to sub-tenant offices located on the third and fourth floors. By placing ventilation for sub-tenant offices on a separate system than the prime tenant, the size of ductwork supplying fresh air is dramatically reduced.

Electrical Design

James Stadelman Peter Marks

Design Integration

A 16,000 CFM capacity DOAS will supply fresh air to the restaurant and retail stores located on the first and second floors. These functions have a higher ventilation demand than offices and will share a unit located in close proximity to the spaces in order to minimize duct dimensions. Fresh air will be supplied and exhausted through ducts penetrating the building envelope.

System Integration

16,000 130 347” x 127” x 102” 15,500 lbs.

Charles Frederick

Nominal CFM: Equivalent Cooling Tons: Dimensions: Weight:

Mechanical Design

John Kabek

1. Munters DryCool ERV Unit 1648

6,000 CFM DOAS 16,000 CFM DOAS

3. Munters DryCool ERV Unit 1440 Nominal CFM: Equivalent Cooling Tons: Dimensions: Weight:

14,000 130 347” x 127” x 102” 15,500 lbs.

A 14,000 CFM DOAS will supply fresh air to levels 5-8, which consist of prime tenant offices. This unit is located on the roof of the building, and will supply fresh air to various thermal zones through the main mechanical shaft located in the core.

Fresh Air Exhaust

Fresh Air Supply

Fresh Air Louvers

Natural Ventilation Supply

at Cleveland Burke Lakefront

3

0.06 0.06 0.18 0.06 0.06 0.06 0.12

Total CFM 5835 706.06 150.48 154.92 140.76 6.36 6993.58 188.42 831.18 5916 226.24 424.8 33.12 72.84 7504.18 797.18 247.54 545.92 270.02 272.72 448.9 95.64 198.72 6.36 2883 1625.36 270.02 272.72 448.9 95.64 174 6.36 2893 3151.12 95.64 6.36 3253.12 3151.12 95.64 6.36 3253.12 3280.18 95.64 6.36 3382.18 3280.18 95.64 6.36 3382.18 33544.36

North Point

2

CFM/SF 0.12 0.06 0.06 0.06 0.06 0.12

Kent State University College of Architecture & Environmental Design

1

Ventilation CFM Required for Building Function Occupancy CFM/Occupant Area (SF) Retail 514 7.5 16500 Lobby 104 5 3101 Shipping 9 N/A 2508 Mechanical 12 N/A 2582 Corridor 8 N/A 2346 Storage 1 N/A 53 Total CFM for Floor 1 Lobby 22 5 1307 Community Room 141 5 2103 Dining Room 580 7.5 8700 Kitchen 14 5 2604 Mechanical 13 N/A 7080 Corridor 2 N/A 552 Storage 1 N/A 607 Total CFM for Floor 2 Tenant A 73 5 7203 Tenant B 23 5 2209 Tenant C 50 5 4932 Tenant D 25 5 2417 Tenant E 25 5 2462 Tenant F 41 5 4065 Mechanical 7 N/A 1594 Corridor 34 N/A 3312 Storage 1 N/A 53 Total CFM for Floor 3 Prime Tenant 148 5 14756 Tenant D 25 5 2417 Tenant E 25 5 2462 Tenant F 41 5 4065 Mechanical 7 N/A 1594 Corridor 29 N/A 2900 Storage 1 N/A 53 Total CFM for Floor 4 Prime Tenant 287 5 28602 Mechanical 4 N/A 1594 Storage 1 N/A 53 Total CFM for Floor 5 Prime Tenant 287 5 28602 Mechanical 4 N/A 1594 Storage 1 N/A 53 Total CFM for Floor 6 Prime Tenant 299 5 29753 Mechanical 4 N/A 1594 Storage 1 N/A 53 Total CFM for Floor 7 Prime Tenant 299 5 29753 Mechanical 4 N/A 1594 Storage 1 N/A 53 Total CFM for Floor 8 Total CFM For Building

Mixed-Use Office Building Cleveland, OH

Level

Structural Design

1. A 16,000 CFM unit will be located in the main mechanical room on the second floor to fulfill the fresh air requirements for the brewery and retail establishments.

2. A 6,000 CFM unit will be located in the main mechanical room to fulfill the fresh air requirements of the third and fourth floors.

3. A 14,000 CFM unit will be located on the roof to fulfill the fresh air requirements of levels 5-8, which are prime tenant floors.

Tadgh O’ Crowley

Three DOAS will accommodate the ventilation requirements of the building:

William Lucak

Secondary Mechanical Shaft

Computer Integration

The DOAS will not only reduce HVAC energy consumption through pre-conditioning, but through energy recovery as well. An energy recovery wheel located within each unit will reduce the mechanical cooling load of the DOAS by 3-4 tons per 1,000 cfm of outside air. In addition to an energy recovery wheel, the DOAS will also hold a desiccant wheel, which maximizes latent cooling and dehumidification. The desiccant wheel functions similarly to the energy recovery wheel, but is coated with a desiccant gel that helps dry and dehumidify the air stream. As the wheel turns, the desiccant coating passes through the incoming air where the moisture is adsorbed and through a regenerating area where the desiccant dries and the moisture is expelled; the regeneration process will be carried out through the use of a heating coil. In conjunction with one another, the energy recovery wheel and desiccant wheel will optimize dehumidification, as well as energy recovery.

Kiley Maas & Stephanie Schill

A Dedicated Outdoor Air System (DOAS) will precondition outside air before it’s introduced to localized VRF system components within the building, decreasing the load on the primary HVAC system and also decreasing utility costs for the owner. Because the sensible load for each space is decoupled from the latent load within the DOAS, precise humidity control can be attained regardless of the thermal load. Once outdoor air is carried from the DOAS into the building, the local VRF equipment is responsible only for the sensible heating or cooling required for each zone.

The Integrated Design Competition Spring 2013

Dedicated Outdoor Air Systems

M103

Rooftop Mechanical Plan

Scale: 1” = 20’-0” 10 20

at Cleveland Burke Lakefront

North Point

Elev.

PH

40 60 Peter Marks

System Integration

Electrical Design

James Stadelman

Mechanical Design

Tadgh O’ Crowley

Kiley Maas & Stephanie Schill

Mechanical Screen

Computer Integration

John Kabek

Structural Design

Munters 14,000 CFM DOAS

William Lucak

Design Integration

Elev.

PH Charles Frederick

Dedicated Outdoor Air System

Kent State University College of Architecture & Environmental Design

Elev.

PH

Mixed-Use Office Building Cleveland, OH

Mitsubishi 24-Ton Outdoor Unit

M104

The Integrated Design Competition Spring 2013

13

11

9

AHU AHU AHU

AHU

AHU AHU

6

8 7

AHU AHU AHU

AHU

AHU AHU

Scale: 1” = 20’-0”

BC Controller

AHU

AHU

10 20 40

Air Handling Unit

Fresh Air Supply Duct Hot Refrigerant Gas

Cold Refrigerant Fluid

First Level Mechanical Plan 60

Peter Marks

System Integration

Electrical Design

James Stadelman

Mechanical Design

Tadgh O’ Crowley

5 Kiley Maas & Stephanie Schill

14

Computer Integration

John Kabek

12

Structural Design

15

The Integrated Design Competition Spring 2013

4

at Cleveland Burke Lakefront

10

3

William Lucak

Design Integration

Charles Frederick

2

North Point

First Level Mechanical Plan Kent State University College of Architecture & Environmental Design

1

Mixed-Use Office Building Cleveland, OH

First Level Thermal Zoning

AHU AHU

M105

8

10 9

AHU

AHU

AHU AHU

Scale: 1” = 20’-0”

AHU

10

12

Upper Level Mechanical Plan

AHU AHU

AHU

AHU

AHU AHU

AHU AHU

Return Air Register

AHU

AHU

AHU AHU

20 40

Air Handling Unit

Fresh Air Supply Duct Hot Refrigerant Gas

Cold Refrigerant Fluid

Typical Upper Level Floor Plan 60

Peter Marks

System Integration

Electrical Design

James Stadelman

Kiley Maas & Stephanie Schill

4

Mechanical Design

5

Tadgh O’ Crowley

6

William Lucak

7

Computer Integration

John Kabek

11 Structural Design

14

at Cleveland Burke Lakefront

19

13

The Integrated Design Competition Spring 2013

3

North Point

AHU

16

Design Integration

17

Charles Frederick

18 2

Kent State University College of Architecture & Environmental Design

1

Mixed-Use Office Building Cleveland, OH

Upper Level Thermal Zoning

15

AHU

AHU

BC Controller

M106

The Integrated Design Competition Spring 2013 Electrical Design

James Stadelman Peter Marks

System Integration

Mechanical Design

William Lucak

Mixed-Use Office Building Cleveland, OH

Kent State University College of Architecture & Environmental Design

Main Telecom.

Room

Computer Integration

Design Integration

Down

Incoming Phone Lines

Charles Frederick

Main Electric Room

Tadgh O’ Crowley

Kiley Maas & Stephanie Schill John Kabek

Structural Design

Incoming 15KV Utility Lines

NORTH MARGINAL ROAD

Scale: 1” = 20’-0”

Electrical Narrative The electrical system will provide power to the building through usage of the grid and on-site renewable energy sources, ie. roof photovoltaics and microturbines. The system will also receive energy from the on-site microbrewery and black water reuse. The microbrewery process will send its waste water to the biogas fermenter that will then convert the waste water from the brewing process and the black water from the toilets to electricity through the specified biogas process, outlined in the Mechanical section.

In the 4K Office Space, power will serve the receptacles, data, and lighting services. To reduce electric usage, the space has been designed to maximize daylighting throughout the year, allowing daylighting to be the main form of lighting in the space, thus reducing the dependence on artificial lighting. Lights that are supplemented in the space are LED lighting, which will use a significant decrease in the amount of wattage consumed when compared to incandescent lighting. Also, with the LED lighting, less heat gain will occur, allowing for less demand on the mechanical system.

Receptacles and data outlets are provided in generous locations and serve the needed appliances and amenities.

Energy: Net Zero Energy: The project will utilize energy that will be generated from its onsite wind microturbines and roof photovoltaics. This energy will be fed through the transformers of the electrical system and fed throughout the building for on-site renewable energy consumption Beauty: Inspiration and Education: Educational materials in the form of seeing onsite renewables at work will serve to educate the general public on energy awareness and conservation.

Electrical Site Plan Scale: 1” = 20’-0”

10

20

40

60

at Cleveland Burke Lakefront

E101

Electrical Site Plan

North Point

A

E101

The Integrated Design Competition Spring 2013 Reception Electric Room

D

Retail Storage

Retail Storage

Service Dock

580’

Telecom Room

Siamese Connections

Down

Main Telecom.

Room

13’-10” x 14’-2”

Retail Storage Jan.

Elevator Lobby

Security Fire Command Center 10’-0” x 15’-0”

Shipping & Recieving

Trash

Mechanical

C

Recycle

580’

E106

580.1’

Retail 5

Retail 6

Retail 7

580.2’

Electrical Design

James Stadelman Peter Marks

Mechanical Design

Tadgh O’ Crowley

Mixed-Use Office Building Cleveland, OH

Retail 4

System Integration

Design Integration

578’

William Lucak

John Kabek

Retail 3

Lobby

580’

580.3’

NORTH MARGINAL ROAD E102

Level 1 Electrical Plan Scale: 1” = 20’-0”

Notes: 1. All lights in electrical rooms are supplied with emergency power through the emergency generator.

2. Fuel storage for emegency generator located underneath the generator unit and fed at the service entrance.

First Level Electrical Plan Scale: 1” = 20’-0”

10

20

40

60

at Cleveland Burke Lakefront

A

North Point

E106

Retail 2

Charles Frederick

Retail 1

Shipping/Receiving Storage

Main Electric Room 20’-0” x 29’-3”

Structural Design

580’

Brewery Lobby & Merchandise Shop

Kent State University College of Architecture & Environmental Design

Cashier & Storage

579’

Computer Integration

578.5’

578’

Kiley Maas & Stephanie Schill

578.5’

E102

Spring 2013

The Integrated Jan.

Mechanical

Typical Floor Electrical Plan Scale: 1” = 20’-0”

Notes: 1. All lights in electrical rooms are supplied with emergency power through the emergency generator.

2. Fuel storage for emegency generator located underneath the generator unit and fed at the service entrance.

Typical Upper Level Electrical Plan Scale: 1” = 20’-0”

10

20

40

60

Electrical Design

James Stadelman Peter Marks

Mechanical Design

at Cleveland Burke Lakefront

E104

Women’s RR

North Point

A

Kent State University College of Architecture & Environmental Design

Typ. Telecom Room

Men’s RR

Mixed-Use Office Building Cleveland, OH

Typ. Electric Room

Charles Frederick

E106

William Lucak

B

Tadgh O’ Crowley

Kiley Maas & Stephanie Schill John Kabek

Structural Design

Prime Tenant

E103

Inverter

REMCC

Converter Box

EP RB

RP8 200A 200A LP8

Level 8

200A

EP 4A

75 KVA 480 - 208/120V 150 AF 3? - 4W

RP7 200A 200A LP7

Level 7

200A 75 KVA 480 - 208/120V 150 AF 3? - 4W

RP6 200A 200A LP6

Level 6

200A 150 KVA 480 - 208/120V 150 AF 3? - 4W

Tenant Tower Area

RP5 200A 200A LP5

Level 5

Tenant Panel 4B

Tenant Panel 4C

Tenant Panel 4D

M

M

M

LP4 200A

Level 4

400AF

Tenant Panel 3A

Tenant Panel 3B

Tenant Panel 3C

Tenant Panel 3D

Tenant Panel 3E

Tenant Panel 3F

M

M

M

M

M

M

Level 3

400AF Busduct

Busduct

Busduct Tenant Panel 2A

Tenant Panel 2B

Spare Tenant Panel

M

M

M

150 KVA 480-208/120V 300AF 4W

EP 1B

Level 2

400AF Busduct Tap Box

Busduct Tap Box

1EDP

Busduct Tap Box

400V/3P SPARE

SPARE

400V/3P

400V/3P

SPARE

400V/3P

150V/3P

SPARE

400V/3P

400V/3P

400V/3P

SPARE

150 KVA 480-208/120V 300AF 4W

M

400AF

MDP

WITH GROUND FAULT PROTECTION

Retail 2

M

Retail 3

M

Retail 4

M

Retail 5

M

Retail 6

M

Retail 7

M

Retail 8

M

75 KVA 480-208/120V -3? - 4W

1T1

400/3P ATS

EG-1 EMERGENCY GENERATOR 240 KW, 3?

480/277V

Fire Pump Controller

E N L

E 400/3

METER COMPARTMENT

SPARE

400/3

Retail 1

Busduct SPARE

1EMCC

1RP

1NMCC

200/3

2500 KVA 15KV - 480/277V

H L

Building Sump Pump 480V - 3?

INCOMING 15KV SERVICE

Electrical Riser Diagram Scale: NTS

FP Fire Pump

Level 1

at Cleveland Burke Lakefront

150 KVA 480-208/120V 300AF 4W

North Point

150 KVA 480-208/120V 300AF 4W

RP4 200A

EP 1A

Electrical Design

75 KVA 480 - 208/120V 150 AF 3? - 4W

James Stadelman

200A

Peter Marks

EP 4B

Mechanical Design

Roof

Tadgh O’ Crowley

HVAC

Motor Starter

William Lucak

HVAC Fan

Cooling Tower Fan

Smoke Removal HVAC Unit

Kiley Maas & Stephanie Schill

Elev.

Cont. #5

John Kabek

Elev.

Cont. #4

Structural Design

Elev.

Cont. #3

Elev.

Cont. #2

Charles Frederick

Elev.

Cont. #1

Kent State University College of Architecture & Environmental Design

EP RA

Mixed-Use Office Building Cleveland, OH

AC-R

Spring 2013

Prime Tenant Tower Area

Microturbines Inverter

The Integrated

REDP

ROOF-MOUNTED PHOTOVOLTAICS

E104

29' - 3" 480/277V Bus Duct For Other Floors F.A.

208/120V Recept. Panel 208/120V Power Panel

Disconnect Switch Mounted Low on Bus Duct

E106

Typical Main Electrical Room Scale: 1/4” = 1’-0”

Telephone Equipment Board

6' - 6"

1' - 0"

D

Transfer Switch

16' - 6"

480-208/120V Transformer

8' - 0"

250KW Emergency Generator

Building Management Panel

To Normal Power Source

E

200A, 208/120V 3P, 4W Circuit Breaker Panel

Mixed-Use Office Building Cleveland, OH

Flexible Duct Connector

E106

18' - 1 1/2"

Outlet Air Damper

B

Typical Prime Floor Electrical Room Scale: 1/4” = 1’-0”

Electrical Design

Emergency Generator Fuel Storage

6' - 0"

400A, 208/120V 3P, 4W Circuit Breaker Panel

James Stadelman

Kent State University College of Architecture & Environmental Design

480/277V Bus Duct For Other Floors Disconnect Switch Mounted High on Bus Duct

480/277V Bus Duct

Peter Marks

Charles Frederick

10' - 0"

Mechanical Design

John Kabek

MCC

Tadgh O’ Crowley

7' - 4" MCC

Structural Design

Scale: 1/4” = 1’-0”

5' - 3 "

20' - 0"

Transf.

Typical Tenant Floor Electrical Room

Future

480/277V

E106

1' - 0"

Fresh Air Grills

A

Transf.

15KV - 480/277

8' - 0"

6' - 0"

H.V. Switch

480/277V

E

Disconnect Switch with Meter (Typ. of 6)

5' - 0"

Building Management Panel

6' - 0"

600A Disconnect Switch

Emergy Mgmt.

William Lucak

Telephone Equipment Board

6' - 6" 16' - 6"

1' - 0"

6' - 0"

480-208/120V Transformer

SEC.

Kiley Maas & Stephanie Schill

480/277V Bus Duct

Spring 2013

The Integrated

10' - 0"

15' - 0"

Inlet Air Damper

29' - 3 "

E E106

E106

Fire Alarm Control Panels Elevator Control Panels Fireman’s Phone

Typical Fire Command Room Scale: 1/4” = 1’-0”

North Point

10' - 0"

6' - 8"

Work Counter Space (Typ.)

Planned room for system expansion

C

at Cleveland Burke Lakefront

Exhaust Tailpipe

Monitor Keyboard

Planned room for system expansion

10' - 4"

6' - 6"

CPU

Typical Emergency Generator Room Scale: 1/4” = 1’-0”

Enlarged Electrical Plans Scale: 1/4” = 1’-0”

8

16

32

48

E105

Code shall be installed in accordance with this code, NFPA 110 and 111.

2702.2.1 through 2702.2.19.

2702.2.1 Group A occupancies. Emergency power shall be 2702.2.2 Smoke control systems. Standby power shall be provided for smoke control systems in accordance with 2702.2.3 Exit signs. Emergency power shall be provided ceilings, and assemblies required to have a fire-resistance

375 375,000 VA 451.589595 AMPS

Total Wa s 1200

Total Wa s 480 840 1320

protected by filling the annular space with an approved fire-blocking material.

1007.4.

notching, and boring of wood and steel framing members, structural members, and engineered wood products shall be in accordance with this code and as prescribed by the registered design professional.

part of an accessible means of egress in accordance

Typical Branch Circuit Calcula on Branch Circuit #1 120V Receptacle Circuit Wa s/Recept. # Recept.

200 6 Branch Circuit #27 120V Ligh ng Circuit Wa s/Recept. # Fixtures 120 4 60 14

2702.2.5 Accessible means of egress elevators. Standby power shall be provided for elevators that are part of an

Amps 10

Amps

2702.2.7 Horizontal sliding doors. Standby power shall be provided for horizontal sliding doors in accordance 2702.2.19 Elevators. Standby power for elevators shall 2702.2.20 Smoke proof enclosures. Standby power shall be provided for smoke proof enclosures as required by

2704.1 Smoke detector circuits. Smoke detectors required by this code and installed within dwelling units shall not be connected as the only load on a branch circuit. Such detectors shall be supplied by branch circuits having spaces.

11

Electrical Run Notes: Where 150’ maximum electrical run does not cover added to the lines to ensure that power is delivered located with the 150’ maximum radius of run.

Scale: NTS

at Cleveland Burke Lakefront

300 / 0.8 = (1.73)(480) = 375000 / REQUIRES A 600 AMP TRANSFER SWITCH

Where cables, conductors, and raceways penetrate

North Point

Emergency Generator Sizing 10% of 3000 KVA = 300 KVA @ 480 Volts 300 x 0.8 = 240 REQUIRES A 240 KW UNIT @ 480/277

Kent State University College of Architecture & Environmental Design

Charles Frederick

power generators shall be listed in accordance with UL2200.

2702.2 Where required, emergency and standby power

Electrical Design

John Kabek

Structural Design

Emergency and Standby Power Systems

James Stadelman

0

15

Peter Marks

a

Mechanical Design

M

Tadgh O’ Crowley

” ’-0

xim

William Lucak

um

and fixtures within the scope of this code shall be tested and listed in published reports of inspected electrical equipment by an approved agency and installed in

Spring 2013

The Integrated

General 2701.1 Electrical components, equipment, and systems used in the buildings and structures covered by this code.

Electrical components, equipment, and systems shall be designed and constructed in accordance with the provisions of the ICC Electrical Code.

Kiley Maas & Stephanie Schill

Electrical Code

Mixed-Use Office Building Cleveland, OH

Main Unit Substa on Sizing Total Sq Ft. = 27,090 Retail Store Space Load Type Sq. Ft. x Wa s/sf = Wa s 27,090 2.5 67,725 Ligh ng Devices 27,090 0.9 24,381 HVAC 27,090 5.5 148,995 Misc.

27,090 1.4 37,926 Subtotal 279,027 Total Sq Ft. = 41,739 Tenant Space Load Type Sq. Ft. x Wa s/sf = Wa s Ligh ng 41,739 3.0 125,217 Devices 41,739 2.0 83,478 HVAC 41,739 4.7 196,173 Misc.

41,739 1.2 50,087 Subtotal 454,955 Total Sq Ft. = 138,054 Prime Space Load Type Sq. Ft. x Wa s/sf = Wa s Ligh ng 138,054 3.0 414,162 Devices 138,054 2.0 276,108 HVAC 138,054 4.7 648,854 Misc.

138,054 1.2 165,665 Subtotal 1,504,789 Total Sq Ft. = 22,953 Restaurant/Brewery Load Type Sq. Ft. x Wa s/sf = Wa s Ligh ng 22,953 2.5 57,383 Devices 22,953 2.0 45,906 HVAC 22,953 6.8 156,080 Brewery 22,953 5.0 114,765 Misc.

22,953 1.7 39,020 Subtotal 413,154 5 Elevators Elevators 5 @ 41,899 209495 TOTAL WATTAGE: 2,861,420 REQUIRES A 3000 KVA TRANSFORMER or 2861 KW

E106

The Integrated Design Competition Spring 2013

4” Vent

6.3.2.1 Plumbing Fixtures and Fittings Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with Table 6.2.3.1 of ANSI/ASHRAE/USGBC/IES Standard 189.1.

6.3.2.4 Roofs The use of potable water for irrigation of vegetated (green) roofs is prohibited once plant material has been established. After the landscape establishment period is completed, the potable water irrigation system shall be removed or permanently disconnected.

6.4.3 Special Water Features Ornamental fountains and other ornamental water features shall be supplied either by alternate on-site sources of water or by municipally reclaimed water delivered by the local water utility acceptable to the AH. Fountains and other features shall be equipped with: (1) makeup water meters, (2) leak detection devices that shut off water flow if a leak of more than 1.0 gal/h is detected, and (3) equipment to recirculate, filter, and treat all water for reuse within the system 6.5.1 Site Water Use Reduction Potable water intended to irrigate improved landscape shall be limited to 35% of the water demand for that landscape. Water demand shall be based upon ET for that climatic area and shall not exceed 70% of ET for turfgrass areas and 55% of ET for all other plant material after adjustment for rainfall 6.5.2 Building Water Use Reduction The building project shall be designed to have a total annual interior water use less than or equal to that achieved by compliance with Sections 6.3.2, 6.4.2, and 6.4.3.

1

2

3

4

Level 5

Women’s Restroom

Level 4

Level 3

Typical Upper Level Office Floor

Level 2

Water: Net-Zero Water: The building utilizes a closed-loop plumbing system for non-potable fixtures; faucets, drinking fountains, and kitchen sinks receive potable water from the city’s main water line.

Plumbing System Narrative

Electrical Design

James Stadelman Peter Marks

System Integration

at Cleveland Burke Lakefront

ANSI/ASHRAE/USGBC/IES Standard 189.1

Men’s Restroom

Level 6

Mixed-Use Office Building Cleveland, OH

602.2 Potable Water Required Only potable water shall be supplied to plumbing fixtures that provide water for drinking, bathing, or culinary purposes, or for the processing of food, medical, or pharmaceutical products.

604.3 Water Distribution System Criteria The water distribution system shall be designed, and pipe sizes shall be selected such that under conditions of peak demand, the capacities at the fixture supply pipe outlets shall not be less than shown in Table 604.3.

901.2 Trap Seal Protection The plumbing system shall be provided with a system of vent piping that will permit the admission or emission of air so that the seal of any fixture trap shall not be subjected to pneumatic pressure differential of more than 1” of water column.

904.1 Roof Extension All open vent pipes that extend through a roof shall be terminated at least 12” above the roof, except that where a roof is to be used for any purpose other than weather protection, the vent exhaustions shall be run at least 7’ above the roof.

1106.1 General The size of the vertical conductors and leaders, building storm drains, building storm sewers, and any horizontal branches of such drains or sewers shall be based on the 100-year hourly rainfall indicated in Figure 1106.1.

1106.2 Vertical Conductors and Leaders Vertical conductors and leaders shall be sized for the maximum projected roof area, in accordance with Table 1106.2.

1110.4 Minimum Number of Roof Drains Not less than 2 roof drains shall be installed in roof areas 10,000 SF or less and not less than 4 roof drains shall be installed in roofs over 10,000 SF in area.

Mechanical Design

2007 Ohio Plumbing Code

North Point

Level 7

Tadgh O’ Crowley

4. Hands-Free Dual Flush Toilet To reduce water consumption within the building, the American Standard Selectronic Dual Flush Toilet will be used in all restrooms. Unlike many dual-flush toilets, this product is hands-free and releases a 1.1 gallon flush when motion is detected for less than 60 seconds, and a 1.6 gallon flush when motion is detected for 60 seconds or longer. This toilet also adheres to ADA specifications.

Black Water Waste

William Lucak

3. Low-Flow Urinal The American Standard FloWise Washdown Urinal will be located in all male restrooms.

This urinal requires only 0.125 gallons per flush and adheres to ADA guidelines.

Level 8

Computer Integration

2. Point-of-Use Water Heater A point-of-use water heater is attached to all sinks to reduce the travel distance between heated water and the end user.

While 1.3 gallon Eemax Electric mini tanks will be attached to restroom lavatories, 4 gallon Eemax Electric mini tanks will be located below service and kitchen sinks.

This product also allows the owner to specify the temperature desired for each faucet, which could reduce the costs associated with heating water.

Kiley Maas & Stephanie Schill

1. Sensor-Operated Electronic Faucet With an extemely low-flow of 0.5 gpm, Moen M-Power SensorOperated faucets will significantly decrease water consumption within the building. This faucet is compliance with ADA specifications.

John Kabek

This innovative waste treatment process will not only fulfill the building’s grey water demand, but provide 300,900 kWh of energy each year. As a result the plumbing system is able to comply with both the Energy and Water petals of the Living Building Challenge.

Grey Water Waste

Standard Restroom Layout and Water Fixtures

Structural Design

One of the challenges when designing the plumbing system was addressing the excessive amount of black water that results from the brewing process; the equipment generates 7 gallons of black water for each gallon of beer produced. A subgrade black water storage tank is connected to a biogas tank and a water treatment tank to convert this unwanted waste into both energy and grey water. When biomass is burned to create biogas, 6 kWh of energy is generated for each cubic meter of black water. A slightly purified version of the same volume of water is then filtered from the biogas tank into a water treatment tank, which will transform the liquid into grey water. Because the volume of black water generated within the building exceeds the grey water demand, excess grey water will be used to irrigate landscape elements within the building and the site.

Roof

Design Integration

The primary plumbing system is centrally located within the core of the building to allow the use of a single vertical riser from the subgrade level to the rooftop level. While a standard restroom layout can be found on Levels 2-8, the second level has a higher water demand due to the restaurant kitchen and brewing facility. To comply with code requirements, faucets, drinking fountains, and brewing equipment receive potable water from the main supply line on North Marginal Road. However, non-potable fixtures such as toilets, urinals, and dishwashers utilize a closed loop plumbing system to reduce water consumption within the building.

Grey Water Supply

Charles Frederick

Potable Water Supply

Kent State University College of Architecture & Environmental Design

Plumbing System Intent

P101

Roof

Number of Fixtures in Building Quantity 46 16 29 14 9 3 2 1 1 116

SS

DF

DF

L

L

U

U

DF

DF

L

L

U

U

DF

DF

L

L

U

U

DF

DF

L

L

U

U

DF

L

L

U

U

DF

L

L

U

U

DF

L

L

U

U

WC WC

L

L

SS

WC WC

4” Diameter Supply, 1/4” Slope

WC

WC WC WC

Level 5: Prime Tenant

L

SS

WC WC

4” Diameter Supply, 1/4” Slope

Distance to Furthest Fixture

Equipment Meter Backflow Preventor

Level 4: Spec Tenant

Pressure Loss (psi) 0.656

Pressure Loss Due to Elevation Distance (ft) 123 -9

Pressure Loss Due to Equipment Quantity 4 8

U

WC

L

SS

WC

WC WC WC

L

L

SS

DF

WC WC

4” Diameter Supply, 1/4” Slope

WC

Level 3: Spec Tenant

WC WC WC

L

L

SS

DF

WC WC

4” Diameter Supply, 1/4” Slope Pressure Loss (psi) 53.259 -3.897 49.362

Pressure Loss (psi) 4 8

Level 2: Brewery

Kettle

Mash Tun

SS

WC WC WC

WC WC WC

L

L

SS

DF

U

WC WC WC

KS

KS

DW

4” Diameter Supply, 1/4” Slope

Total Pressure Loss (psi) Pfriction + Pelevation + Pequipment + Pfixture:

62.018 No Pump Required

SS

Pipe Selection Pipe Selection Velocity Pressure Drop Per 100' Total Pressure Loss Due to Friction (0.8 psi/100' x TEL)

4" Type K, ASTM B 88 Copper 4 ft./sec 0.6 psi 2.568

Potable Supply From City Main (80 psi)

Subsurface

Hot Water Supply Hot Water Systems Number of Number of Fixture Type Flow Rate (gpm) Fixtures Users Lavatories 29 0.5 1826 Service Sinks 8 2 8 Kitchen Sinks 4 2 18 Mash Tun 1 17 1 Brewing Kettles 1 18 1 Total Daily Hot Water Consumed Within Building (Gallons)

Level 1: Retail & Entry

Uses/Day 4 2 2 1 1

Minutes per Use 0.25 2 1 15 20

Gallons per Day 913 64 72 255 360 1664

Key

Backflow Preventer

Pump 1000 m3 Grey Water Storage Tank

DF L U WC SS KS

Drinking Fountain Lavatory Urinal Water Closet Service Sink Kitchen Sink Point-of-Use Water Heater Potable Water Supply Grey Water Supply

Water: Net Zero Water: Grey Water stored in a subgrade storage tank is supplied to nonpotable fixtures such as toilets and sprinklers for site irrigation.

Water: Ecological Water Flow: All water captured from the roof and potable fixtures is harvested, stored, and redistributed to non-potable fixtures throughout the site.

Water Supply Riser Diagram

at Cleveland Burke Lakefront

Pressure Loss Rate .433 loss per 1' rise .433 gain per 1' drop Total Pressure loss

Pressure Loss Due to Friction Distance (ft) 82

DW

Kent State University College of Architecture & Environmental Design

Pressure Loss Rate 0.8 psi per 100'

82 132 214 107 321

Mixed-Use Office Building Cleveland, OH

Horizontal Distance (ft): Vertical Distance (ft): Development Length (DL) (ft): Equivalent Length (EL) (ft): Total Equivalent Length (TEL) (ft):

North Point

Pressure (psi) 8 80

L

Electrical Design

Level 6: Prime Tenant

WC WC WC

James Stadelman

WC

Peter Marks

4” Diameter Supply, 1/4” Slope

System Integration

WC WC

Mechanical Design

SS

Tadgh O’ Crowley

L

William Lucak

L

Computer Integration

Level 7: Prime Tenant

WC WC WC

Kiley Maas & Stephanie Schill

47.1 24 23 3.5 22.5 16 2.8 17 18 173.9

WC

Water Pressure Fixture Lavatory Starting Pressure at Main

L

4” Diameter Supply, 1/4” Slope

Total Demand (gpm)

Pressure Required for Furthest Fixture Location Level 8 Level 1

L

John Kabek

Water Closets Urinals Lavatories Drinking Fountains Service Sinks Kitchen Sinks Dishwasher Mash Tun Brewing Kettle Total

Level 8: Prime Tenant

WC WC WC

Structural Design

Fixture Type

WC

Design Integration

WSFU and gpm of Fixtures WSFU per Total WSFU Fixture 2.5 115 2 32 1 29 0.25 3.5 3 27 4 12 1.4 2.8 14 14 16 16 251.3

4” Diameter Supply, 1/4” Slope

Charles Frederick

Fixture Type Water Closets Urinals Lavatories Drinking Fountains Service Sinks Kitchen Sinks Dishwasher Mash Tun Brewing Kettle Total Fixtures in Building:

The Integrated Design Competition Spring 2013

Water Supply

P102

Rainwater Collection from Roof

The Integrated Design Competition Spring 2013

Roof

Rainwater Collection from Roof

Waste Water System

L

SS

DF

DF

L

L

U

U

DF

L

L

U

U

DF

L

L

U

U

DF

L

L

U

U

DF

L

L

U

U

DF

L

L

U

U

DF

L

L

U

U

WC WC

L

WC WC WC

L

SS

DF

WC WC

U

WC

L

SS

WC

L

WC WC WC

L

SS

DF

WC WC

4” Diameter, 1/4” Slope

WC

Level 3: Spec Tenant

L

WC WC WC

L

SS

DF

WC WC

4” Diameter, 1/4” Slope

Level 2: Brewery

Kettle

Mash Tun

SS

WC WC WC

L

WC WC WC

L

SS

DF

U

WC WC WC

KS

KS

DW

4” Diameter, 1/4” Slope

281527.8

Annual Rainwater Collection Capacity- Hardscape Roof Area of Roof (SF) Average Cleveland Rainfall (in)

7,952 38.71 25651.827

Annual Rainwater Available (ft 3) 1 cubic foot = 7.48 gallons Hardscape Roof Grey Water Capture (gallons)

191875.66

Total Grey Water Collection Annually (gallons)

473403.5

SS

Level 1: Retail & Entry

Electrical Design

WC WC

4” Diameter, 1/4” Slope

23,335 38.71 75274.8 563055.7

DF

4” Diameter, 1/4” Slope 8” Diameter, 1/4” Slope

Key

Subsurface

8” Diameter, 1/4” Slope

900 m3 Black Water Storage Tank

150 m3 Biogas Tank

900 m3 Water Treatment Tank

1000 m3 Grey Water Storage Tank

DF L U WC SS KS

Drinking Fountain Lavatory Urinal Water Closet Service Sink Kitchen Sink Black Water Waste Grey Water Waste

Water: Ecological Water Flow: All grey water captured from faucets, drinking fountains, and roof drains will be used for non-potable fixtures; black water will be converted to grey water and used within the building as well.

Energy: Black water is converted into energy using a biogas tank which will offset the building’s overall energy demand.

Waste Water Riser Diagram

at Cleveland Burke Lakefront

Annual Rainwater Available (ft 3) 1 cubic foot = 7.48 gallons Total Water Available (gallons) 50% Green Roof Water Retention Green Roof Grey Water Capture (gallons)

SS

North Point

Annual Rainwater Collection Capacity- Green Roof Area of Green Roof (SF) Average Cleveland Rainfall (in)

3 23335 7952 31287 8 8 10 1/4

L

Level 5: Prime Tenant

Level 4: Spec Tenant

Leader Sizing

L

WC WC WC

4” Diameter, 1/4” Slope

DW

Roof Drainage and Rainwater Collection Total Green Roof Area (ft 2) Total PV Roof Area (ft 2) Total Roof Area (ft 2) Diameter of Leader (in) Diameter of Horizontal Piping for Hardscape Roof (in) Size of Semi-Circular Roof Gutters for Hardscape Roof in) Slope of Semi-Circular Roof Gutters

Level 6: Prime Tenant

WC

Size and Developed Length of Vents/Stacks Total DFU Diameter Maximum Developed Diameter Vented of Vent Length (ft) 4" 320 4" 170

Rainfall Rate Per Hour (in)

WC

John Kabek

Slope 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4"

Structural Design

Diameter 4" 4" 4" 2" 2" 2" 2" 4" 4"

James Stadelman

4” Diameter, 1/4” Slope

Peter Marks

WC WC

System Integration

DF

Mechanical Design

SS

Tadgh O’ Crowley

L

William Lucak

Level 7: Prime Tenant

L

WC WC WC

Computer Integration

WC

Kiley Maas & Stephanie Schill

4” Diameter, 1/4” Slope

Design Integration

Waste Stack

Level 8: Prime Tenant

L

WC WC WC

Charles Frederick

Equipment

WC

Kent State University College of Architecture & Environmental Design

Fixture Type Water Closets Urinals Lavatories Drinking Fountains Service Sinks Kitchen Sinks Dishwasher Mash Tun Brewing Kettle Total

Size and Slope of Pipes Number of Fixtures DFU/Fixture Total DFU 46 3 138 16 3 48 29 1 29 14 0.5 7 9 2 18 3 2 6 2 2 4 1 10 10 1 9 9 269

Total DFU 138 48 29 7 18 6 4 10 9 251

Mixed-Use Office Building Cleveland, OH

Fixture Type Water Closets Urinals Lavatories Drinking Fountains Service Sinks Kitchen Sinks Dishwasher Mash Tun Brewing Kettle Total

Water Waste Number of Fixtures DFU/Fixture 46 3 3 16 1 29 0.5 14 2 9 2 3 2 2 10 1 9 1 23.5

P103

The Integrated Design Competition Spring 2013 8” Drain Pipe

Vent

Design Integration

Charles Frederick

12” Wet Column 8” Drain Pipe 8” Drain Pipe

10” Drain/ Wet Column

Drain Extensive Green Roof

8” Drain Pipe

Photovoltaic Panels

10” Horizontal Gutter

Green Roof Section Cut

A green roof crowns the mixed-use office building to reduce stormwater runoff and maximize rainwater harvesting. Two drains are located along the seam line of the angled roofs where the vegetation meets the concrete pad holding the mechanical equipment; these drains are connected to wet columns that span vertically through the building’s core. An additional two roof drains are located on the exterior edges of the atrium skylight to manage rainwater on the exterior edges of the roof.

Vegetation Growing Media Filter Layer Drainage Layer

Offset from the building is a roof clad with photovoltaic panels. This roof has a horizontal gutter along its interior edge and drain piping connected to structural members to carry rainwater to the centralized wet columns. The four wet columns will carry all rainwater harvested to the grey water storage tank for site irrigation and non-potable uses within the building.

Protection Fabric Roof Barrier R-35 Insulation Waterproofing Membrane Reinforced Concrete Deck Steel Deck

Site: Limits to Growth: Vegetation on the roof will be limited to native, non-invasive species.

Water: Net-Zero Water: Precipitation is captured and stored for non-potable uses.

Water: Ecological Water Flow: All stormwater is harvested and reused on site.

Roof Plan Scale: 1” = 20’-0”

10

20

40

60

at Cleveland Burke Lakefront

Roof Drainage

8” Drain Pipe

North Point

8” Drain Pipe

Mixed-Use Office Building Cleveland, OH

8” Drain Pipe

Mechanical Design

Kent State University College of Architecture & Environmental Design

12” Wet Column

William Lucak

Elev.

PH

Computer Integration

Elev.

PH

John Kabek

Elev.

PH

10”Drain/ Wet Column

Structural Design

8” Drain Pipe

Tadgh O’ Crowley

8” Drain Pipe

Electrical Design

10” Horizontal Gutter

10” Drain

James Stadelman

8” Drain Pipe

Peter Marks

8” Drain Pipe

8” Drain Pipe

System Integration

8” Drain Pipe

Kiley Maas & Stephanie Schill

8” Drain Pipe

P104

The Integrated Design Competition Spring 2013

Brewery Generates 7 Gallons of Black Water per 1 Gallon of Beer

Rainwater Collected on Rooftop

Grey Water Used For Non-Potable Purposes

1000 m3 Grey Water Storage Tank

6 kWh of Energy per 1 cubic meter of Black Water

Gallons Per Week

7304 2740 252 10296

51128 19180 1764 72072

Volume per Week (gallons)

Volume per Week (m3)

51128 9590 1764 630 14504 77616

635 119 22 8 180 964

Weekly Black Water Collection Black Water Number of Generated Users (gallons) Dual-Flush Water Closets 1 1826 Urinals 0.5 1370 Dishwasher 42 6 Kitchen Sinks 1 9 Brewing Equipment 2072 1 Total Black Water Collected Within Building Each Week Fixture Type

Uses per Day

Days/Week

4 2 1 10 1

7 7 7 7 7

In addition to harvesting grey water from the roof, grey water will be collected from the innovative black water treatment process that takes place below the building. The brewery is estimated to produce 3,000 barrels of beer each year, which will yield approximately 756,000 gallons of black water annually. By converting the biomass in the black water from the brewery and toilets into biogas, a slightly purified version of the same volume of black water is left over.

This water will be transformed into grey water in a water treatment tank and stored for non-potable uses within the building and site.

Because the 77,616 gallons of black water produced within the building each week exceeds the 72,072 gallons grey water demand, the treatment process will yield additional water that will be used to irrigate both interior and exterior landscape elements. Additionally, 5,786.1 kWh of energy will be produced each week through the biogas conversion, which will total 300,879 kWh annually. This process has allowed the water management system on site to offset both the water and energy needs of the offices.

Black Water Treatment kWh/m3 of Black Volume Black Water (m ) Water

Total Energy (kWh)

Treated Grey Water (m3)

964

5786.1

964

3

6.0

Grey Water Treated Grey Demand per Water (gallons) Week (gallons) 77616 72072

Excess Grey Water for Site Irrigation (gallons) 5544

Tank Sizing Grey Water Cistern Size Black Water Cistern Size Biogas Tank Capacity Water Treatment Tank Capcity 3 3 3 1000 m 900 m 150 m 900 m3 All water cisterns and biogas tanks will be sized to accommodate the estimated weekly demand of the building with additional volume for excess waste due to unforseen circumstances. Sizes are based on a 7 day process from black water, to biogas, to purified grey water.

Water: Net-Zero Water: Black water is converted to grey water in a water treatment tank and used for non-potable fixtures located within the building.

Energy: Net-Zero Energy: The 300,878 kWh of energy generated annually will dramatically offset the building’s energy consumption.

Beauty: Inspiration + Education: Information regarding the innovative water treatment process will be on display within the offices and brewery to educate occupants.

Black Water Treatment System

Electrical Design

James Stadelman Peter Marks

System Integration

Mechanical Design

Tadgh O’ Crowley

at Cleveland Burke Lakefront

Dual-Flush Water Closets 1 Urinals 0.5 Dishwasher 1.4 Total Grey Water Demand (Gallons)

Gallons per Day

North Point

Flow Rate (gpm)

Black Water Treatment Process Mixed-Use Office Building Cleveland, OH

Fixture Type

Grey Water Consumption Number of Minutes per Uses per Day Users Use 1826 4 1 1370 2 2 6 1 30

William Lucak

900 m3 Water Treatment Tank

Computer Integration

150m3 Biogas Tank

900 m3 Black Water Storage Tank

John Kabek

Slightly Purified Black Water Converted to Grey Water

Design Integration

Hops and Grains in Black Water Burned for Energy

Charles Frederick

Excess Grey Water Used for Site Irrigation

Kent State University College of Architecture & Environmental Design

Black Water From Brewery, Restaurant & Restrooms

Structural Design

Kiley Maas & Stephanie Schill

Energy created offsets power consumption of lighting, receptacles, & brewing equipment

P105

Code Requirements (Ohio Building Code 2007)

The Integrated Design Competition Spring 2013 Electrical Design

James Stadelman Peter Marks

System Integration

Mechanical Design

Tadgh O’ Crowley

Structural Systems: 1.

Roof Structure: a. The roof structural system will consist of 3 ¼” light weight concrete slab supported by 3” x 21 gage, galvanized composite metal decking (6 ¼” total thickness) spanning between composite, wide flange, steel beams and girders. The slab will be reinforced with welded wire fabric with additional rebar reinforcement above each beam. The beams will be spaced at approximately 10’-0” on center.

2.

Floor Structures: a. At slab on grade: The floor system will consist of a 4” thick concrete slab-on-grade reinforced with 6x6-W2.9xW2.9 welded wire fabric on 4” of granular fill. b. Each floor structural system will consist of a 2 ½” normal weight concrete slab supported by 3” composite metal decking (5 ½” total thickness) spanning between wide flange steel beams and girders. The slab will be reinforced with welded wired fabric. Beams and girders will not be composite. Vibrational control of the floor system controls the design over stress. Beams and girders will be supported by steel columns. Beams will be spaced at approximately 10-0” on center.

The perimeter beams and girders from floor to floor will support the exterior panel system on that floor.

3.

Lateral System: a. The lateral system will be comprised of masonry shear walls.

4.

Foundation Systems: a. The foundation system will consist of deep foundation piles spaced appropriately to carry the loads of the building structure live vvand dead loads.

William Lucak

154'-0"

Computer Integration

UA

Kiley Maas & Stephanie Schill

To meet the 2-HR fire-rating requirement, columns will tyically be encased in a fire-rated column wrap comprised of two layers of gysum wall board (Type X), one layer of wall board for each hour of fire-rating achieved.

John Kabek

Building Structural System Isometric

IBC Nomenclature: Type I-B Occupancy Categories: OBC Table 1607.1 Majority: Type B Minority: Types A and M Fire Rating: Two-hour Noncombustible Construction requires a fire-resistance rating of 2 hours for columns, bearing walls, and floor construction. The 2-HR fire rated concrete columns achieved through gypsum sheathing and spray-on fire proofing. With a specified 2 HR fire-rating for the floor construction, of floor slab of 5 1/2” will be used to meet code requirements.

Structural General Notes Scale: NTS

at Cleveland Burke Lakefront

Construction Type: Noncombustible, 2-HR

North Point

UA

Column Fireproofing

Structural Design

2-Hour Type I-B Sprinklered 180'

Design Integration

Construction Type IBC Nomenclature Spr/Unspr Max Height in Ft. Height in stories above grade and max area in sf for all floors Maximum area in SQ FT for any single floor of a multistory building FAA Height Restrictions

Charles Frederick

Noncombustible

The structural system is a hybrid system comprised of structural steel members and cast-in-place concrete.

The steel system will carry the gravity loads while the concrete system will carry the bearing loads and resist lateral and shear forces.

The steel system will be organized into 30’-0” x 45’-0” column bays with the appropriately sized girders running the 30’-0” distance and the beams running the 45-0” distance. At the atrium locations within the building, girders will surround and carry the loads around the atrium to allow the atrium to be free of beams. The concrete system is found at the building’s core. The core will be comprised of 16” cast-in-place concrete that will act as bearing for the structural steel framing to tie into and as shear walls for lateral resistance.

Kent State University College of Architecture & Environmental Design

Material Weight (psf) 2.5" Normal Weight Concrete on 3" x 20 ga.

63 composite deck Beams/Girders 5 Ceiling/Lights 3 Sprinklers 2 Mech./Elec.

4 Partitions 15 Flooring (Hardwood) 4 Misc.

3 Total Dead Load 99 Live Load (Floor) Material Weight (psf) Office (Reducible) 50 Corridor (Reducible) 80

Occupancy B: Business

Mixed-Use Office Building Cleveland, OH

Structural Narrative Loads Dead Load (Floor)

S101

2

3

4

6

5

7

8

The Integrated Design Competition Spring 2013

1

10

9

15' - 0"

C

30' - 0"

Core wall supported by grade beams and piles Mat Concrete Stem Wall Grade Beam with Piles

C2 45' - 0"

4 Group Pile Cap

D

30’-0” 15’-0”

Foundation Calculations

37’-6”

22’-6”

Roof Level 8 Level 7 Level 6 Level 5

15’-0”

Level 4 Level 3 Level 2 Level 1/Fnd.

AT (sf) 1125 1125 1125 1125 1125 1125 1125 1125 1125

Foundation Calculation AT Accum (sf) KLL AT (KLL) Accum 1125 4.0 4500 2250 4.0 9000 3375 4.0 13500 4500 4.0 18000 5625 4.0 22500 6750 4.0 27000 7875 4.0 31500 9000 4.0 36000 10125 4.0 40500

Pile Cap Configuration: Reduction Factor 0.47 0.41 0.38 0.36 0.35 0.34 0.33 0.33 0.32

Calculation Notes: Tributary Area of Column In Question (AT): 37'-6" x 30'-0" = 1125 sqft Reduction Factor Calculation: (0.25 + 15/√(AT(KLL) Accum))

Column in Question (1st Floor/Foundation)

> 0.4 OK OK Use 0.4 Use 0.4 Use 0.4 Use 0.4 Use 0.4 Use 0.4 Use 0.4

5’-6”

Where Live Load = 80 psf The Reduced Live Load = (80 psf)0.4 = 32 psf Use 32 psf to calculate the load on the foundation.

5’-6”

15’-0”

Electrical Design

James Stadelman Peter Marks

Scale: 1” = 20’-0”

Assuming DL = 99 psf, LLReduced = 32 psf PDLFND = (99 psf)(10125 sf)/1000#/kip = 1002.4 kips PLLFND = (32 psf)(10125 sf)/1000#/kip = 324 kips PTLFND = PDL + PLL = 1002.4 + 324 = 1326.4 kips

Plan View

Using 240T/Pile Capacity: # of Piles Req’d = 1326.4 kips/(240T/Pile)(2000#/Ton)(1/1000#/kip) = 2.8 Piles (Use 4 Piles below column due to poor soil quality and large loads from brewing equipment and emergency generator)

Foundation Plan Scale: 1” = 20’-0”

10

20

40

60

at Cleveland Burke Lakefront

S102

Foundation Plan

North Point

A

System Integration

120' - 0"

30' - 0"

30' - 0"

B

Mechanical Design

45' - 0"

A2

15' - 0"

30' - 0"

A

Tadgh O’ Crowley

30' - 0"

William Lucak

30' - 0"

Computer Integration

30' - 0"

John Kabek

30' - 0"

Structural Design

30' - 0"

Design Integration

30' - 0"

Charles Frederick

30' - 0"

Kent State University College of Architecture & Environmental Design

30' - 0"

Mixed-Use Office Building Cleveland, OH

30' - 0"

Kiley Maas & Stephanie Schill

270' - 0"

S102

The Integrated Design Competition Spring 2013 30' - 0"

30' - 0"

30' - 0"

W30x116

W30x116

W30x116

W30x116

W30x116

W30x116

Roof Line Below

A

W30x116

W8x28

W30x116

W8x28

30' - 0"

W24x62

Design Integration

D

W8x28 W8x28

W8x28

W8x28

W8x28

W8x28

W8x28

W8x28

W24x62

W30x116 W8x28

W8x28

W8x28

W8x28

W8x28

W8x28

W8x28

W8x28

W8x28

W8x28

W8x28

W8x28

W8x28

W30x116

W8x28

W8x28

W8x28

W24x62 W8x28

W24x62

W30x116 W8x28

W24x62

W24x62 W8x28

W8x28

C2 45' - 0"

W30x116

W24x62

W8x28

120' - 0"

15' - 0"

W8x28

W30x116

W8x28

W8x28

30' - 0"

C

W8x28

W8x28

W8x28 W21x44

30' - 0"

W21x44

W16x57

W24x62

W24x62

W24x62

W8x28

W8x28

W30x116

W30x116

W30x116

W8x28

W24x62

W24x62

W24x62

W30x116

W24x62

W30x116 W8x28

W8x28

W24x62

W24x62

W24x62

W8x28

W21x44

W8x28

Charles Frederick

B

W8x28

W30x116

Kent State University College of Architecture & Environmental Design

16” Concrete Core W30x116

A2

Mixed-Use Office Building Cleveland, OH

W8x28

30' - 0"

W21x44

W24x62

W8x28

W30x116

45' - 0"

W30x116

W24x62

W30x116

W24x62

W24x62

W30x116

W30x116

W24x62

15' - 0"

W8x28

W24x62

W24x62

W30x116

W24x62

W24x62

W8x28

W21x44

W8x28

A

S200

Typical Exterior Bay

Notes: Denotes Moment Connection - Floor Construction: 2 1/2” Normal Weight Concrete on 3” Composite Deck (5 1/2” Total thickness) Materials: Red List: Materials used are free of any red listed materials.

Materials: Responsible Industry: The project advocates third-party certified standards for sustainable resource extraction and fair labor practices Equity: Rights to Nature: The project embraces the Lake Erie waterfront and adds enjoyment to the fresh air, sunlight, and natural Great Lake for Clevelanders and visitors alike.

Fourth Level Floor Framing Plan (Typ.) Scale: 1” = 20’-0”

10

20

Electrical Design

30' - 0"

W8x28

W30x116

30' - 0"

James Stadelman

W30x116

W16x57 W8x28

30' - 0"

John Kabek

W30x116

30' - 0"

Structural Design

30' - 0"

W8x28

30' - 0"

Peter Marks

270' - 0"

System Integration

10

40

60

at Cleveland Burke Lakefront

9

Mechanical Design

8

Tadgh O’ Crowley

7

6

William Lucak

5

Computer Integration

4

North Point

3

Kiley Maas & Stephanie Schill

2

1

S103

LL = 50 psf (Reducible) DL = 99 psf Span = 45’-0”

Tributary Span: Span/# of Spaces = 30’/3 = 10’-0” AT = (tributary spacing)(beam span) = (10’)(45’) = 450 sqft

Tributary Span: Span/# of Spaces = 30’/3 = 10’-0”/2 = 5’-0” AT = (tributary spacing)(beam span) = (5’)(45’) = 225 sqft

Per Table 4-2 of ASCE 7-05 Design Live Loads: KLL = 2 (interior beam) KLLAT = (2)(450) = 900 L = Lo(0.25 + 15/√KLLAt) where: Lo = Live Load L = 50psf(0.25 + 15/√900) = 37.5 psf (Use 38 psf) W = (99 psf + 38 psf)(10’)/1000#/k = 1.37 KLF

Per Table 4-2 of ASCE 7-05 Design Live Loads: KLL = 1 (exterior beam) KLLAT = (1)(225) = 225 L = Lo(0.25 + 15/√KLLAt) where: Lo = Live Load L = 50psf(0.25 + 15/√225) = 62.5 psf (Use 63 psf) W = (99 psf + 63 psf)(5’)/1000#/k = 0.81 KLF

For Non-composite Beam: • Use A992 steel, Fy = 50 ksi • Ma = WL2/8 = (1.37 KLF)(45’)2/8 = 346.8 KLF

For Non-composite Beam: • Use A992 steel, Fy = 50 ksi • Ma = WL2/8 = (0.81 KLF)(45’)2/8 = 205.03 KLF

Per Table 3-2, AISC Steel Manual (13th Edition): Use W24x62

Per Table 3-2, AISC Steel Manual (13th Edition): Use W21x44

Mpx/Ωb = 382 KLF > 346.8 KLF OK

Mpx/Ωb = 238 KLF > 205.03 KLF OK

0.81 k/ft

45’-0”

45’-0” 18.2

Vu 205.03

-30.8

-18.2

Ma

Girder 1 P = (DL + LL)(Tributary Area)(Span) = (99 + 50)(10’)(30’) = 44700 psf (44.7 kips)

W30x116 (Girder 1)

Shear = P(2)/2 = 44.7 kips

D

A S201

Enlarged Framing Plan Scale: 1/4” = 1’-0”

Notes: The reason for choosing the specified compoite deck slab thickness of 5 1/2” (2 1/2” Concrete Topping, 3” Decking) is to comply with the 2-HR prescribed fire-rating by code based on building occupancy type and structural material composition.

44.7 kips

10

Check Deflection: Limit LL Deflection to Span/360

10’-0”

10’-0”

10’-0”

30’-0”

WLL = (10’)(63psf)/1000#/k = 0.63 KLF ∆actual = (e)(p)(L)3/EI = (0.0495)(43.5)(30*12”/’)3/(29000)(4930) = 0.7 in.

44.7

Vu -44.7

where:

44.7 -44.7

Ix for W30x116 = 4930 in.4

894

Span/360 = (30’)(12”/’)/360 = 1 in.

Since 1 in. > 0.7 in., Girder is OK

SELECT W30X116 FOR GIRDER

Ma

Enlarged Framing Plan and Structural Calculations Scale: 1/4” = 1’-0”

Electrical Design

James Stadelman Peter Marks

System Integration

Mechanical Design

44.7 kips

Mpx/Ωb = 943 KLF > 894 KLF OK

Exterior

9

Mmax = P(2)(10’) = 44.7(2)(10’) = 894 KLF Per Table 3-2, AISC Steel Manual (13th Edition): Use W30x116 (Most economical choice in grouping)

30' - 0"

Tadgh O’ Crowley

Mixed-Use Office Building Cleveland, OH

Ma

8

16

32

48

at Cleveland Burke Lakefront

346.8

Vu

North Point

30.8

William Lucak

SELECT W21x44 FOR BEAM 2

Computer Integration

SELECT W24X62 FOR BEAM 1

John Kabek

Span/360 = (45’)(12”/’)/360 = 1.5 in.

Since 1.19 in. < 1.5 in., Beam is OK

Structural Design

Span/360 = (45’)(12”/’)/360 = 1.5 in.

Since 0.78 in. < 1.5 in., Beam is OK

Design Integration

Check Deflection: Limit LL Deflection to Span/360 WLL = (5’)(63 psf)/1000#/k = 0.315 KLF ∆ = 5(W)(L)4/(384)EI = 5(0.315/12”/’)(45’*12”/’)4/384(29000)(843in4) = 1.19 in. where: Ix for W21x44 = 843 in.4

Charles Frederick

Check Deflection: Limit LL Deflection to Span/360 WLL = (10’)(38 psf)/1000#/k = 0.38 KLF ∆ = 5(W)(L)4/(384)EI = 5(0.38/12”/’)(45’*12”/’)4/384(29000)(1550in4) = 0.78 in. where: Ix for W24x62 = 1550 in.4

1.37 k/ft

The Integrated Design Competition Spring 2013

LL = 50 psf (Reducible) DL = 99 psf Span = 45’-0”

Kiley Maas & Stephanie Schill

Beam 2

Kent State University College of Architecture & Environmental Design

Exterior

45' - 0"

W21x44 (Beam 2)

C

W24x62

W24x62 (Beam 1)

W30x116 (Girder due to Atrium Opening)

W30x116

Beam 1

S201

The Integrated Design Competition Spring 2013

Reception Areas

Executive Secretary

Vice President’s Office

Electric Panel

Open Office Associate Office 3 Team Conference

Conference Room

Mechanical Design

North Point

at Cleveland Burke Lakefront

A curtain wall glazing system separating the conference room from the east atrium gives workers and visitors the opportunity to maintain a visual connection to the vegetation and circulation paths centrally located within the building. Walls adjoined to reception areas, however, remain opaque to provide privacy during client meetings. Because the conference room is not located on the perimeter of the building, daylight is borrowed from the atrium, decreasing dependency on artificial sources of illumination.

William Lucak

Kitchen

Computer Integration

John Kabek

Design Integration

An open office centrally located within the 4k tenant space functions as both a work area for 10 general employees as well as a circulation path for other members of the office. A curved spline reflected in both the drop ceiling and floor pattern delineates the public walkway from employee work stations. Because the ceiling height is higher over desks than the circulation path, workers are provided with optimal daylighting levels and expansive views of the Cleveland skyline.

Associate Office 2

Charles Frederick

Open Office

DW REF.

Team Conference

Structural Design

Associate Office 1

Tadgh O’ Crowley

Conference Room

Kent State University College of Architecture & Environmental Design

Receptionist

Mixed-Use Office Building Cleveland, OH

Copy Room

Electrical Design

Waiting Area

Peter Marks

RR

James Stadelman

Kiley Maas & Stephanie Schill

President’s Office

System Integration

The 4K tenant space features two distinct entry points based on the hierarchy of employees within the office. While general employees and associates enter directly adjacent to the fire stair and elevator lobby, the president and vice president access their offices by crossing through the atrium on a walkway filled with vegetation below.

4K Tenant Floor Plan Scale: 1/8” = 1’-0”

4

8

16

24

4K-A101

The Integrated Design Competition Spring 2013

4K Shading Study

July 21st, 12:00 pm

B: East-West Section

Electrical Design

James Stadelman Peter Marks

System Integration

Mechanical Design

William Lucak

at Cleveland Burke Lakefront

Mixed-Use Office Building Cleveland, OH

A

B

North Point

DW REF.

January 21st, 12:00 pm

Computer Integration

Kent State University College of Architecture & Environmental Design

Design Integration

Charles Frederick

John Kabek

Structural Design

A: North-South Section

Tadgh O’ Crowley

Kiley Maas & Stephanie Schill

A shadow study highlights the effect of the cantilevered shading strategy on the 4K tenant space. By allowing office floors to overhang 3’ over one another and projecting window modules out from east to west, the building acts as a self-shading device for itself during overheated summer months and promotes passive solar heat gain during the winter.

4K Tenant Sections Scale: 1/8” = 1’-0”

4

8

16

24

4K-A102

125 CFM

8” 8”

AHU

12”

110 CFM

8”

6”

6”

AHU

125 CFM

125 CFM

AHU

200 CFM

12”

8”

185 CFM

67281.91 5.61 17.36 691.30 931.00

120 CFM

6”

150 CFM

150 CFM

Supply Air Diffuser

Fresh Air Supply & Return Ducts

Return Air Register

Branch Supply & Return Ducts

Air Handling Unit

Hot Refrigerant Gas

The 4K tenant space is in close proximity to the main mechanical shaft located within the core of the building. This mechanical area not only serves as a vertical riser for hot refrigerant gas and cold refrigerant fluid piping, but for supply and exhaust ductwork connected to the Dedicated Outdoor Air System as well. There is a secondary mechanical shaft located on the west end of the core as well.

Main Mechanical Shaft

4K Tenant Space

4K Zone 1 Duct Sizing

Electrical Design

Mechanical Design

Cold Refrigerant Fluid

Duct Sizing Calculations

Proximity to Main Mechanical Shaft

7”

12”

4K Zone 2 Duct Sizing

4K Zone 3 Duct Sizing

Zone CFM Ventilation CFM HVAC System Noise RC(N) Maximum Airflow Velocity (fpm) Supply Air Outlet (fpm) Return Air Outlet (fpm) Supply Duct Diameter (in) Return Duct Diameter (in) Number of Supply Diffusers Number of Return Registers

385 40 30 1200 430 490 8 8 2 2

Zone CFM Ventilation CFM HVAC System Noise RC(N) Maximum Airflow Velocity (fpm) Supply Air Outlet (fpm) Return Air Outlet (fpm) Supply Duct Diameter (in) Return Duct Diameter (in) Number of Supply Diffusers Number of Return Registers

785 138 30 1200 430 490 12 12 6 3

4K Zone 5 Duct Sizing Zone CFM Ventilation CFM HVAC System Noise RC(N) Maximum Airflow Velocity (fpm) Supply Air Outlet (fpm) Return Air Outlet (fpm) Supply Duct Diameter (in) Return Duct Diameter (in) Number of Supply Diffusers Number of Return Registers

222 42 30 1200 430 490 7 7 2 1

4K Zone 6 Duct Sizing Zone CFM Ventilation CFM HVAC System Noise RC(N) Maximum Airflow Velocity (fpm) Supply Air Outlet (fpm) Return Air Outlet (fpm) Supply Duct Diameter (in) Return Duct Diameter (in) Number of Supply Diffusers Number of Return Registers Number of Exhaust Registers

180 33 30 1200 430 490 6 6 3 2 2

4K Zone 4 Duct Sizing

Zone CFM Ventilation CFM HVAC System Noise RC(N) Maximum Airflow Velocity (fpm) Supply Air Outlet (fpm) Return Air Outlet (fpm) Supply Duct Diameter (in) Return Duct Diameter (in) Number of Supply Diffusers Number of Return Registers

245 39 30 1200 430 490 7 7 2 2

Zone CFM Ventilation CFM HVAC System Noise RC(N) Maximum Airflow Velocity (fpm) Supply Air Outlet (fpm) Return Air Outlet (fpm) Supply Duct Diameter (in) Return Duct Diameter (in) Number of Supply Diffusers Number of Return Registers

203 40 30 1200 430 490 7 7 2 1

4K Zone 7 Duct Sizing Zone CFM Ventilation CFM HVAC System Noise RC(N) Maximum Airflow Velocity (fpm) Supply Air Outlet (fpm) Return Air Outlet (fpm) Supply Duct Diameter (in) Return Duct Diameter (in) Number of Supply Diffusers Number of Return Registers

263 64 25 950 350 430 8 8 2 1

4K Zone 8 Duct Sizing Zone CFM Ventilation CFM HVAC System Noise RC(N) Maximum Airflow Velocity (fpm) Supply Air Outlet (fpm) Return Air Outlet (fpm) Supply Duct Diameter (in) Return Duct Diameter (in) Number of Supply Diffusers Number of Return Registers

404 75 30 1200 430 490 9 9 3 3

Health: Healthy Air: All office spaces within the building comply with ASHRAE 62 Ventilation Requirements; sensors monitor CO2 and humidity levels.

4K Mechanical System Narrative Scale: 1/8” = 1’-0”

4

8

16

24

at Cleveland Burke Lakefront

DW REF.

125 CFM

William Lucak

70 CFM

Computer Integration

AHU

AHU

Secondary Mechanical Shaft

John Kabek

6”

Design Integration

AHU

Structural Design

135 CFM

135 CFM

Tadgh O’ Crowley

AHU

8” 9”

105 CFM

Charles Frederick

130 CFM

9”

12”

7”

6”

6”

140 CFM

105 CFM

James Stadelman

130 CFM

Peter Marks

60 CFM

System Integration

115 CFM

North Point

Total Cooling (Btu/Hr): Tons (Btu/Hr/12,000) Btu/Hr/SF SF/Ton Required CFM

AHU

50 CFM

When the tenant space is in heating or cooling mode, hot refrigerant gas and cold refrigerant fluid are transported to the 8 AHU through piping connected to the BC controller located in the mechanical shaft in the core of the building.

Conditioned air is distributed throughout each zone through multiple supply air diffusers and return air registers that are attached to the AHU through small ductwork. In addition to hot and cold refrigerant fluid, fresh air is also supplied to each AHU from the Dedicated Outdoor Air System (DOAS) located in the main mechanical room on the second floor. This positively pressured fresh air supply feeds into the main return duct for each AHU and is gradually added to the air circulating through each zone. Exhaust air from the restroom is carried back to the mechanical shaft and expelled from the DOAS. 4K Mechanical Summary 101916.11 Total Heating (Btu/Hr): 8.49 Tons (Btu/Hr/12,000) 26.29 Btu/Hr/SF 456.38 SF/Ton 2613.00 Required CFM

60 CFM

Hot Refrigerant Gas and Cold Refrigerant Fluid Piping Connected to BC Contoller in Core

115 CFM

Kent State University College of Architecture & Environmental Design

Postively Pressured Fresh Air Brought to Air Handling Units from DOAS

AHU

Mixed-Use Office Building Cleveland, OH

The 4K space has been divided into 8 thermal zones, 5 of which are located along the perimeter of the building, and 3 of which are located on the interior adjacent to a closed atrium. Both temperature and humidity levels are monitored by a Building Management System (BMS) that utilizes occupancy and lighting sensors to optimize the indoor air quality for each zone. The BMS will also increase energy efficiency by limiting the intensity of heating and cooling for zones that are not occupied.

7”

Kiley Maas & Stephanie Schill

4K Mechanical System Design Intent A Variable Refrigerant Flow (VRF) System is used to accommodate the heating and cooling loads of the 4K Tenant, which is located on the southeast corner of the office building. The primary advantage of this type of system is the ability to simultaneously heat and cool zones by recovering waste heat from zones in cooling mode; this will lead to a significant reduction in energy consumption during the underheated season when the interior zones require cooling and the perimeter zones require heating.

The Integrated Design Competition Spring 2013

Negatively Pressured Restroom Exhaust Directed to Mechanical Shaft in Core

4K-M101

Walls Glazing Component Glazing

Occupant Outdoor Air Rate CFM/Person Occupancy CFM 5 4 20 Total Ventilation CFM:

Area 319

Heat Gain (Btu/Hr) 86.67 2.89 640.00 69.32

SCL 42 138

Heat Gain (Btu/Hr) 1344 441.60

Area Outdoor Air Rate CFM CFM/ft2 0.06 19.14 39.14

Sensible Ventilation CFM 39.14

ΔT 36

4840 4840

CFM 39.14

ΔW 0.0041

The 4K space is divided into 8 thermal zones based on solar orientation, function, and hierarchy of employees. While Zones 1-5 will require both heating and cooling during various times of the year, Zones 6-8 will require year-round cooling due because there is no heat loss due to the building envelope or infiltration.

Zone 1: Kitchenette & Team Conference Room Zone 2: Open Office Zone 3: Associate Offices Zone 4: Vice President’s Office Zone 5: President’s Office Zone 6: Executive Secretary Zone 7: Conference Room Zone 8: Receptionist & Copy Room

1.1 1.1

CFM 13.29

4840 4840

CFM 13.29

Watts 1533 Watts 450

Zone 5

W/ft2 0.86

Walls

Zone 4

Glazing

Zone 7

DW REF

Zone 2

Orientation Southeast Southwest Southeast Southwest

Occupant Outdoor Air Rate CFM/Person Occupancy 5 4 Total Ventilation CFM:

Zone 3

Zone 1

CFM 13.29 Heat Gain (Btu/hr) 526.35 Heat Gain (Btu/hr) 263.76 Heat Gain (Btu/hr) 980 Heat Gain (Btu/hr) 620 Heat Gain (Btu/hr) 5230.60 Heat Gain (Btu/hr) 1535.40 Heat Gain (Btu/hr) 936.05

Zone 1: Heating Load Calculations Component

Zone 8

AC/hr 0.25 Sensible Infiltration ΔT 36 Latent Infiltration ΔW 0.0041 Sensible Occupant Load Heat Gain (Btu/hr) 245 Latent Occupant Load Heat Gain (Btu/hr) 155 Sensible Equipment Load 3.412 3.412 Latent Equipment Load 3.412 3.412 Lighting Load 3.412 Area (SF) 3.41 319

1.1 1.1

CFM 39.14

Area (SF) 319

Ceiling (ft) 10

Constant 1.1

CFM 26.58

Building Envelope Heat Loss Area U-Value To Heat Loss (Btu/Hr) Ti 130 0.048 68 1 418.08 4.33 0.048 68 1 13.93 160 0.286 68 1 3065.92 17.33 0.286 68 1 332.08 Ventilation Area Outdoor Air Rate CFM Area CFM CFM/ft2 0.06 20 319 19.14 39.14 Sensible Ventilation ΔT Heat Loss (Btu/hr) 67 2884.62 Infiltration Loads AC/hr) CFM 0.5 26.58 Sensible Infiltration Load ΔT Heat Loss (Btu/hr) 67 1959.19

Heating & Cooling Load Summary

Electrical Design

Ceiling (ft) 10

Peter Marks

Area (SF) 319

System Integration

Infiltration

Occupancy 4

Zone 6

Heat Gain (Btu/hr) 776.69

James Stadelman

Latent Ventilation

Occupancy 4

Thermal Zones

Heat Gain (Btu/hr) 1549.94

at Cleveland Burke Lakefront

Zone 8 Heating Load Summary Total Heating (Btu/Hr): 4001.91 0.33 Tons (Btu/Hr/12,000) 6.11 Btu/Hr/SF 1964.06 SF/Ton 56 Required CFM

1.1 1.1

Mechanical Design

Zone 8 Cooling Summary Total Cooling (Btu/Hr): 14519.39 1.21 Tons (Btu/Hr/12,000) 22.17 Btu/Hr/SF 541.34 SF/Ton 372 Required CFM

Zone 7 Heating Load Summary Total Heating (Btu/Hr): 2874.30 0.24 Tons (Btu/Hr/12,000) 7.19 Btu/Hr/SF 1669.97 SF/Ton 40 Required CFM

Tadgh O’ Crowley

Zone 4 Heating Load Summary Total Heating (Btu/Hr): 6771.91 0.56 Tons (Btu/Hr/12,000) 21.16 Btu/Hr/SF 567.05 SF/Ton 94 Required CFM

Zone 7 Cooling Summary Total Cooling (Btu/Hr): 9269.98 0.77 Tons (Btu/Hr/12,000) 23.17 Btu/Hr/SF 517.80 SF/Ton 238 Required CFM

William Lucak

Zone 4 Cooling Summary 7917.62 Total Cooling (Btu/Hr): 0.66 Tons (Btu/Hr/12,000) 24.74 Btu/Hr/SF 484.99 SF/Ton 203 Required CFM

Zone 3 Heating Load Summary Total Heating (Btu/Hr): 9627.63 0.80 Tons (Btu/Hr/12,000) 30.86 Btu/Hr/SF 388.88 SF/Ton 133 Required CFM

Computer Integration

Zone 3 Cooling Summary 9546.33 Total Cooling (Btu/Hr): 0.80 Tons (Btu/Hr/12,000) 30.60 Btu/Hr/SF 392.19 SF/Ton 245 Required CFM

North Point

Zone 6 Heating Load Summary Total Heating (Btu/Hr): 2423.26 0.20 Tons (Btu/Hr/12,000) 8.13 Btu/Hr/SF 1475.70 SF/Ton 34 Required CFM

Area 160 16

CLTD 14 14 14 14

John Kabek

Zone 6 Cooling Summary Total Cooling (Btu/Hr): 6744.90 0.56 Tons (Btu/Hr/12,000) 22.63 Btu/Hr/SF 530.18 SF/Ton 173 Required CFM

Orientation Southeast Southwest

U-Value 0.048 0.048 0.286 0.286 Solar Radiation SC 0.2 0.2 Ventilation

Structural Design

Zone 2 Heating Load Summary Total Heating (Btu/Hr): 21749.10 1.81 Tons (Btu/Hr/12,000) 18.00 Btu/Hr/SF 666.51 SF/Ton 300 Required CFM

Area 130 4.33 160 17.33

Design Integration

Zone 2 Cooling Summary 30635.95 Total Cooling (Btu/Hr): 2.55 Tons (Btu/Hr/12,000) 25.36 Btu/Hr/SF 473.17 SF/Ton 785 Required CFM

Orientation Southeast Southwest Southeast Southwest

The Integrated Design Competition Spring 2013

Building Envelope Heat Gain Component

Charles Frederick

Zone 4 Heating Load Summary Total Heating (Btu/Hr): 7875.89 Tons (Btu/Hr/12,000) 0.66 Btu/Hr/SF 21.64 SF/Ton 554.60 Required CFM 109

Kent State University College of Architecture & Environmental Design

Zone 5 Cooling Summary Total Cooling (Btu/Hr): 8661.98 Tons (Btu/Hr/12,000) 0.72 Btu/Hr/SF 23.80 SF/Ton 504.27 Required CFM 222

Zone 1 Heating Load Summary Total Heating (Btu/Hr): 8673.81 0.72 Tons (Btu/Hr/12,000) 27.19 Btu/Hr/SF 441.33 SF/Ton 120 Required CFM

Mixed-Use Office Building Cleveland, OH

Zone 1 Cooling Summary 15003.27 Total Cooling (Btu/Hr): 1.25 Tons (Btu/Hr/12,000) 47.03 Btu/Hr/SF 255.14 SF/Ton 385 Required CFM

Kiley Maas & Stephanie Schill

Zone 1: Cooling Load Calculations

Heating and Cooling Load Summary

4K-M102

32

0.286

14

128.00

Solar Radiation Component Glazing

Orientation

Area

SC

SCL

Heat Gain (Btu/Hr)

Southeast

280

0.2

42

2352

Southwest

32

0.2

138

883.20

Area Outdoor Air Rate

CFM/Person

Occupancy

CFM

Area

CFM/ft2

CFM

5

13

65

1208

0.06

72.48

Total Ventilation CFM:

137.48 Sensible Ventilation

1.1

CFM

ΔT

Heat Gain (Btu/hr)

1.1

137.48

36

5444.21 Latent Ventilation

4840

CFM

ΔW

Heat Gain (Btu/hr)

4840

137.48

0.0041

2728.15 Infiltration

Area (SF)

Ceiling (ft)

AC/hr

CFM

1208

10

0.25

50.33 Sensible Infiltration

1.1

CFM

ΔT

Heat Gain (Btu/hr)

1.1

50.33

36

1993.20 Latent Infiltration

4840

CFM

ΔW

Heat Gain (Btu/hr)

4840

50.33

0.0041

998.81

Occupancy

Sensible Occupant Load Heat Gain (Btu/hr)

Heat Gain (Btu/hr)

13

245

3185

Occupancy

Latent Occupant Load Heat Gain (Btu/hr)

Heat Gain (Btu/hr)

13

155

2015

Sensible Equipment Load Watts

3.412

Heat Gain (Btu/hr)

1781

3.412

6076.77 Lighting Load

W/ft2 0.86

3.412

Area (SF)

Heat Gain (Btu/hr)

3.41

1208

3544.66

Heat Gain (Btu/Hr)

Northeast

100

0.048

14

66.67

Walls

Northeast

60

0.048

14

40.00

Southeast

52

0.048

14

34.67

Glazing

Northeast

90

0.286

14

360.00

Northeast

150

0.286

14

600.00

Southeast

78

0.286

14

312.00

Solar Radiation Component Glazing

Orientation

Area

SC

SCL

Heat Gain (Btu/Hr)

Northeast

150

0.2

36

1080

Southeast

78

0.2

42

655.20

Ventilation

Ventilation Occupant Outdoor Air Rate

CLTD

Occupant Outdoor Air Rate CFM/Person

Occupancy

CFM

Area

CFM/ft

5

4

20

312

0.06

Total Ventilation CFM:

Glazing

Area 20 220

U-Value 0.048 0.048

Ti 68 68

To 1 1

Heat Loss (Btu/Hr) 64.32 707.52

Southwest

8.66

0.048

68

1

27.85

Southeast

160

0.286

68

1

3065.92

Southwest

17.33

0.286

68

1

332.08

Ventilation Area Outdoor Air Rate

CFM/Person

Occupancy

CFM

Area

5

13

65

1208

CFM/ft2 0.06

Total Ventilation CFM:

Orientation

Area

SC

SCL

Heat Gain (Btu/Hr)

Glazing

Northeast

90

0.2

36

648

Ventilation Occupant Outdoor Air Rate

CFM 72.48 137.48

Sensible Ventilation 1.1

CFM

ΔT

Heat Loss (Btu/hr)

1.1

137.48

67

10132.28 Infiltration Loads

Area (SF)

Ceiling (ft)

AC/hr)

CFM

1208

10

0.5

100.67 Sensible Infiltration Load

Constant

CFM

ΔT

Heat Loss (Btu/hr)

1.1

100.67

67

7419.13

Area Outdoor Air Rate

CFM/Person

Occupancy

CFM

Area

CFM/ft2

CFM

5

4

20

320

0.06

19.2

Total Ventilation CFM:

39.2

CFM

Sensible Ventilation

18.72

1.1

CFM

ΔT

Heat Gain (Btu/hr)

38.72

1.1

39.2

36

1552.32 Latent Ventilation

1.1

CFM

ΔT

Heat Gain (Btu/hr)

4840

CFM

ΔW

Heat Gain (Btu/hr)

1.1

38.72

36

1533.31

4840

39.2

0.0041

777.88 Infiltration

Latent Ventilation 4840

CFM

ΔW

Heat Gain (Btu/hr)

Area (SF)

Ceiling (ft)

AC/hr

CFM

4840

38.72

0.0041

768.36

320

10

0.25

13.33 Sensible Infiltration

Infiltration Area (SF)

Ceiling (ft)

AC/hr

CFM

1.1

CFM

ΔT

Heat Gain (Btu/hr)

312

10

0.25

13.00

1.1

13.33

36

528.00 Latent Infiltration

Sensible Infiltration 1.1

CFM

ΔT

Heat Gain (Btu/hr)

4840

CFM

ΔW

Heat Gain (Btu/hr)

1.1

13.00

36

514.80

4840

13.33

0.0041

264.59 Heat Gain (Btu/hr)

4840

CFM

ΔW

Heat Gain (Btu/hr)

Occupancy

Sensible Occupant Load Heat Gain (Btu/hr)

4840

13.00

0.0041

257.97

4

245

980 Heat Gain (Btu/hr) 620

Latent Infiltration

Occupancy

Sensible Occupant Load Heat Gain (Btu/hr)

Heat Gain (Btu/hr)

Occupancy

Latent Occupant Load Heat Gain (Btu/hr)

4

245

980

4

155

Occupancy

Latent Occupant Load Heat Gain (Btu/hr)

Heat Gain (Btu/hr)

Watts

3.412

Heat Gain (Btu/hr)

4

155

620

354

3.412

1207.85

Sensible Equipment Load

Lighting Load

Sensible Equipment Load Watts

3.412

Heat Gain (Btu/hr)

354

3.412

1207.85

2

W/ft 0.86

3.412

Area (SF)

Heat Gain (Btu/hr)

3.41

320

938.98

Lighting Load W/ft 0.86

2

3.412

Area (SF)

Heat Gain (Btu/hr)

3.41

312

915.51

Zone 4: Heating Load Calculations

Building Envelope Heat Loss

Orientation Northeast Southeast

Occupant Outdoor Air Rate

Component

Sensible Ventilation

Building Envelope Heat Loss

Walls

2

Zone 3: Heating Load Calculations

Zone 2: Heating Load Calculations Component

Area Outdoor Air Rate

Solar Radiation

Component Walls Glazing

Building Envelope Heat Loss

Orientation

Area

U-Value

Ti

To

Heat Loss (Btu/Hr)

Component

Orientation

Area

U-Value

Ti

To

Heat Loss (Btu/Hr)

Northeast

100

0.048

68

1

321.60

Walls

Northeast

60

0.048

68

1

192.96

Southeast

52

0.048

68

1

167.23

Glazing

Northeast

90

0.286

68

1

1724.58

Northeast

150

0.286

68

1

2874.30

Southeast

78

0.286

68

1

1494.64

Ventilation Area Outdoor Air Rate

Occupant Outdoor Air Rate CFM/Person

Occupancy

CFM

Area

5

4

20

312

CFM/ft 0.06

Total Ventilation CFM:

2

CFM

Ventilation Area Outdoor Air Rate

Occupant Outdoor Air Rate CFM/Person

Occupancy

CFM

Area

5

4

20

320

Total Ventilation CFM:

Sensible Ventilation 1.1

CFM

ΔT

Heat Loss (Btu/hr)

1.1

38.72

67

2853.66 Infiltration Loads

Area (SF)

Ceiling (ft)

AC/hr)

CFM

312

10

0.5

26.00 Sensible Infiltration Load

Constant

CFM

ΔT

Heat Loss (Btu/hr)

1.1

26.00

67

1916.20

CFM 19.2 39.2

18.72 38.72

CFM/ft2 0.06

Electrical Design

Southwest

Glazing

U-Value

James Stadelman

1120.00

Area

Peter Marks

14

Orientation

System Integration

0.286

Component

Sensible Ventilation 1.1

CFM

ΔT

Heat Loss (Btu/hr)

1.1

39.2

67

2889.04 Infiltration Loads

Area (SF)

Ceiling (ft)

AC/hr)

CFM

320

10

0.5

26.67 Sensible Infiltration Load

Constant

CFM

ΔT

Heat Loss (Btu/hr)

1.1

26.67

67

1965.33

Heating & Cooling Calculations

at Cleveland Burke Lakefront

280

Heat Gain (Btu/Hr)

Mechanical Design

Southeast

CLTD

Tadgh O’ Crowley

5.77

U-Value

William Lucak

14

Area

Computer Integration

0.048

Walls

Orientation

North Point

8.66

Component

The Integrated Design Competition Spring 2013

Southwest

Building Envelope Heat Gain

Building Envelope Heat Gain

Kiley Maas & Stephanie Schill

Heat Gain (Btu/Hr) 13.33 147.84

John Kabek

CLTD 14 14

Structural Design

U-Value 0.048 0.048

Design Integration

Glazing

Area 20 220

Charles Frederick

Walls

Orientation Northeast Southeast

Kent State University College of Architecture & Environmental Design

Building Envelope Heat Gain Component

Zone 4: Cooling Load Calculations

Zone 3: Cooling Load Calculations

Mixed-Use Office Building Cleveland, OH

Zone 2: Cooling Load Calculations

4K-M103

Area Outdoor Air Rate

Walls

Northeast

80

0.048

14

53.33

CFM/Person

Occupancy

CFM

Area

CFM/ft

Glazing

Northeast

120

0.286

14

480.00

5

3

15

298

0.06

Total Ventilation CFM:

120

0.2

36

864

Ventilation CFM/Person

Occupancy

CFM

Area

CFM/ft

5

4

20

364

0.06

Total Ventilation CFM:

17.88

5

8

40

400

0.06

24

32.88

Total Ventilation CFM:

64

Sensible Ventilation

Sensible Ventilation

1.1

CFM

ΔT

Heat Gain (Btu/hr)

1.1

CFM

ΔT

Heat Gain (Btu/hr)

1.1

32.88

36

1302.05

1.1

64

36

2534.40

Area Outdoor Air Rate 2

CFM

Latent Ventilation

Latent Ventilation

CFM

4840

CFM

ΔW

Heat Gain (Btu/hr)

4840

CFM

ΔW

Heat Gain (Btu/hr)

21.84

4840

32.88

0.0041

652.47

4840

64

0.0041

1270.02 Heat Gain (Btu/hr)

41.84 Sensible Ventilation

1.1

CFM

ΔT

Heat Gain (Btu/hr)

1.1

41.84

36

1656.86 Latent Ventilation

4840

CFM

ΔW

Heat Gain (Btu/hr)

4840

41.84

0.0041

830.27 Infiltration

Area (SF)

Ceiling (ft)

AC/hr

CFM

364

10

0.25

15.17 Sensible Infiltration

1.1

CFM

ΔT

Heat Gain (Btu/hr)

1.1

15.17

36

600.60 Latent Infiltration

4840

CFM

ΔW

Heat Gain (Btu/hr)

4840

15.17

0.0041

300.97

Occupancy

Sensible Occupant Load Heat Gain (Btu/hr)

Heat Gain (Btu/hr)

Occupancy

Sensible Occupant Load Heat Gain (Btu/hr)

3

245

735

8

245

1960

Occupancy

Latent Occupant Load Heat Gain (Btu/hr)

Heat Gain (Btu/hr)

Occupancy

Latent Occupant Load Heat Gain (Btu/hr)

Heat Gain (Btu/hr)

3

155

465

8

155

1240

Sensible Equipment Load

Sensible Equipment Load

Watts

3.412

Heat Gain (Btu/hr)

Watts

3.412

Heat Gain (Btu/hr)

796

3.412

2715.95

320

3.412

1091.84

Lighting Load W/ft 0.86

2

Lighting Load

3.412

Area (SF)

Heat Gain (Btu/hr)

3.41

298

874.43

Zone 6: Heating Load Calculations

W/ft 0.86

2

3.412

Area (SF)

Heat Gain (Btu/hr)

3.41

400

1173.73

Zone 7: Heating Load Calculations

Ventilation

Ventilation Area Outdoor Air Rate

Occupant Outdoor Air Rate CFM/Person

Occupancy

CFM

Area

Heat Gain (Btu/hr)

5

3

15

298

980

Total Ventilation CFM:

2

Area Outdoor Air Rate

Occupant Outdoor Air Rate

CFM

CFM/Person

Occupancy

CFM

Area

17.88

5

3

15

400

32.88

Total Ventilation CFM:

CFM/ft2 0.06

Occupancy

Sensible Occupant Load Heat Gain (Btu/hr)

4

245

Occupancy

Latent Occupant Load Heat Gain (Btu/hr)

Heat Gain (Btu/hr)

1.1

CFM

ΔT

Heat Loss (Btu/hr)

1.1

CFM

ΔT

Heat Loss (Btu/hr)

4

155

620

1.1

32.88

67

2423.26

1.1

39

67

2874.30

CFM/ft 0.06

CFM 24 39

Sensible Ventilation

Sensible Ventilation

Sensible Equipment Load 3.412

Heat Gain (Btu/hr)

354

3.412

1207.85 Lighting Load

W/ft 0.86

2

3.412

Area (SF)

Heat Gain (Btu/hr)

3.41

364

1068.09

Building Envelope Heat Loss Component

Orientation

Area

U-Value

Ti

To

Heat Loss (Btu/Hr)

Walls

Northeast

80

0.048

68

1

257.28

Glazing

Northeast

120

0.286

68

1

2299.44

Ventilation Area Outdoor Air Rate

Occupant Outdoor Air Rate Occupancy

CFM

Area

5

4

20

364

CFM/ft2 0.06

Total Ventilation CFM:

CFM 21.84 41.84

Sensible Ventilation 1.1

CFM

ΔT

Heat Loss (Btu/hr)

1.1

41.84

67

3083.61 Infiltration Loads

Area (SF)

Ceiling (ft)

AC/hr)

CFM

364

10

0.5

30.33 Sensible Infiltration Load

Constant

CFM

ΔT

Heat Loss (Btu/hr)

1.1

30.33

67

2235.57

Zone 8: Heating Load Calculations

Ventilation Occupant Outdoor Air Rate

Zone 5: Heating Load Calculations

CFM/Person

Zone 8: Cooling Load Calculations

Ventilation Area Outdoor Air Rate

CFM/Person

Occupancy

CFM

Area

CFM/ft

5

7

35

655

0.06

Total Ventilation CFM:

2

Area Outdoor Air Rate

Occupant Outdoor Air Rate

CFM

CFM/Person

Occupancy

CFM

Area

39.3

5

3

15

655

74.3

Total Ventilation CFM:

CFM/ft2 0.06

CFM 39.3 54.3

Sensible Ventilation

Sensible Ventilation

1.1

CFM

ΔT

Heat Gain (Btu/hr)

1.1

CFM

ΔT

Heat Loss (Btu/hr)

1.1

74.3

36

2942.28

1.1

54.3

67

4001.91

Latent Ventilation 4840

CFM

ΔW

Heat Gain (Btu/hr)

4840

74.3

0.0041

1474.41

Occupancy

Sensible Occupant Load Heat Gain (Btu/hr)

Heat Gain (Btu/hr)

7

245

1715

Occupancy

Latent Occupant Load Heat Gain (Btu/hr)

Heat Gain (Btu/hr)

7

155

1085

at Cleveland Burke Lakefront

Watts

Sensible Equipment Load Watts

3.412

Heat Gain (Btu/hr)

1377

3.412

4698.32

Latent Equipment Load Watts

3.412

Heat Gain (Btu/hr)

200

3.412

682.40 Lighting Load

W/ft 0.86

2

3.412

Area (SF)

Heat Gain (Btu/hr)

3.41

655

1921.98

Electrical Design

Northeast

CFM/ft2

James Stadelman

Glazing

Area

Peter Marks

Heat Gain (Btu/Hr)

CFM

System Integration

SCL

Occupancy

Mechanical Design

SC

CFM/Person

Tadgh O’ Crowley

Area

CFM

William Lucak

Orientation

Area Outdoor Air Rate

Computer Integration

Component

Occupant Outdoor Air Rate

Heating & Cooling Load Calculations

North Point

Solar Radiation

Occupant Outdoor Air Rate

2

Kiley Maas & Stephanie Schill

Occupant Outdoor Air Rate

Heat Gain (Btu/Hr)

John Kabek

CLTD

Structural Design

U-Value

Design Integration

Area

Charles Frederick

Orientation

Ventilation

Kent State University College of Architecture & Environmental Design

Component

Ventilation

Mixed-Use Office Building Cleveland, OH

Building Envelope Heat Gain

Zone 7: Cooling Load Calculations

The Integrated Design Competition Spring 2013

Zone 6: Cooling Load Calculations

Zone 5: Cooling Load Calculations

4K-M104

Data cable outlet – mounted at 15” AFF UON Combination telephone and/or data cable outlet MTD at 15” AFF UON

Load Classification Lighting - Dwelling Unit Receptacle

900 VA

900 VA

1000 VA 1000 VA 1000 VA

6050 VA 50 A

Connected Load 2896 VA 15280 VA

6070 VA 51 VA Demand Factor 100% 82.72%

6056 VA 50 A Estimated Demand 2896 VA 12640 VA

Panel Totals Total Connection Load: Total Estimated Demand: Total Connection: Total Estimated Demand:

Single or three phase motor – see drawings for description J

T/D

J

Telephone/data junction box in wall – mounting height and size as required by code or as noted on drawings Junction box – mounting height and size as required by code or as noted on drawings

Lighting Fixture Schedule Number of Lamps and Type

Initial Color of Lamp

A

(2) CR22 20L

4230 K

B

(1) A-19

Type and Symbol

Fire Alarm System Symbol Legend Symbol

Description

F

Fire alarm pull station mounted at 48” AFF UON

F

Fire alarm horn with strobe light - wall mounted at 80” AFF UON

C

(1) A-19

F

Fire alarm strobe light - wall mounted at 80” AFF UON

D

(1) TRT

E

Fire alarm smoke detector - ceiling mounted

(2) T-8

F

Lighting Controls Symbol Legend Symbol

Description

D

Daylighting Sensor - ceiling mounted

O

Occupancy Sensor - ceiling mounted

18176 VA 15536 VA 50 A 43 A

G H I J K L

(1) T-12

Lamp Fixture Volts Watts Watts

Manufacturer Catalog No.

Diffusing Lens

Mounting

Size/Description

22W

44W

120V

CREE CR22-20L-30K

Glass White, High Luminance

Lay-in ceiling

LED 2’x2’ Lay-in grid type troffer acrylic lens, with (1) electronic 120V ballast

2800 K

9W

9W

120V

Item #: R233644 Manufacturer ID: H51640

Glass Frosted

Surface Wall Mounted @ 6’-0” AFF

LED uplighting wall sconce, with (1) electronic 120V ballast

2800 K

9W

9W

120V

Item #: R330368 Manufacturer ID: 88284A

Glass Frosted

Surface Wall Mounted @ 5’-0” AFF

LED uplighting and downlighting wall sconce, with (1) electronic 120V ballast

4230 K

9W

9W

120V

Item #: R194259 Manuf. ID: LR6C

x

Ceiling Recessed

120V

Item #: R754655 Manufacturer ID: 88654C

Glass White, High Luminance

Lay-in ceiling

120V

Item #: R377457 Manufacturer ID: 81245K

Pendant Mounted Glass with aircraft cable White, High and straight cord Luminance power feeds

4230 K

4230 K

22W

22W

22W

22W

(4) LED Lamps (included)

x

4W

16W

120V

(1) T8

4230 K

4W

4W

120V

(1) A-19

2800 K

16W

16W

(1) T-12

4230 K

4W

4W

Duralite LXURWE

LED

Glass Item #: R214274 White, High Man. ID: HR-D334-BN Luminance

Surface Wall Mounted @ 8’-0” over exit door Ceiling Recessed

6” Recessed can downlighting, with (1) electronic 120V ballast LED 2’x4’ Lay-in grid type troffer acrylic lens, with (2) electronic 120V ballast LED 8’-0” long 60% direct / 40% indirect fixture with parallel blade louver shielding matte white finish and (1) electronic ballast LED exit sign with 6” high red letters, white stencil face, plastic housing, universal mouting kit.

3”, 25 degree adjustable tilt wall-washing, with (1) electronic 120V ballast

120V

Item #: R233633 Manufacturer ID: F51636

Glass Frosted

Pendant Mounted with aircraft cable and straight cord power feeds

Pendant lighting, with (1) electronic 120V ballast

120V

Item #: R288956 Manuf. ID: P5217-077

Uplighting

Recessed Ceiling/ Cove - Mounted

Cove, strip uplighting, with (1) electronic 120V ballast

Glass Clear, Grey

Pendant Mounted with aircraft cable and straight cord power feeds

Pendant lighting, with (1) electronic 120V ballast

Glass White, High Luminance

Ceiling Mounted, Downlight - Strip

(1) A-19

2800 K

9W

9W

120V

Item #: R303152 Manufacturer ID: 4802.01

(1) T-8

4230 K

13W

13W

120V

Item #: R288955 Manufacturer ID: P5216-077

Strip lighting with (1) electronic 120V ballast

Electrical Legends and Schedules Scale: NTS

Electrical Design

900 VA

900 VA

James Stadelman

900 VA

Total Load: Total Amps:

Transformer

1260 VA

Peter Marks

Panelboard (480Y/277V – 3 ph – 4W)

956 VA 900 VA

System Integration

Panelboard (208Y/120V – 3 ph – 4W)

1080 VA

1260 VA

at Cleveland Burke Lakefront

Cast iron floor box and components, wiremold “Omnbox Series”.

(1) Duplex receptacle 120V and combination telephone and/or data cable outlet or equivalent manufacture. Wiremold 3-gang box #880CS3-1, 3-gang coverplate flange #B38TCAL, 3-gang floorbox coverplate (3) #828R-TCAL. (Flange and floorbox coverplates are in brushed aluminum finish). Wiremold open system communications module must be included.

919 VA

Mechanical Design

Duplex receptacle – 20 ampere, 125 volt – ground fault circuit interrupter type – mounted at 15” AFF UON

540 VA

CKT 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42

Tadgh O’ Crowley

GFCI

500 VA 800 VA

Circuit Description Receptacles RM 402, 404 Receptacles RM 402, 403 Receptacles RM 414, 415 Refrigerator RM 404 Receptacles RM 407, 409 Receptacles RM 408, 410, 411 Receptacles RM 405, 407 Receptacles RM 403, 404 Receptacles RM 404, 405 Coffee Maker, RM 404 Space Space Space Space Space Space Space Space Space Space Space

William Lucak

Duplex receptacle – 20 ampere, 125 volt – mounted at 15” AFF UON

650 VA

720 VA

Trip 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A

Computer Integration

Standard switches – 20 ampere, 120/277 volt, single pole MTD at 48” AFF UON (“3” – three-way)

371 VA

Poles 1 1 1 1 1 1 1 1 1 1

North Point

Conduit run under floor

C

540 VA

The Integrated Design Competition Spring 2013

Conduit stub

B

180 VA

Kiley Maas & Stephanie Schill

HA

A

Poles 1 1 1 1 1 1 1 1 1 1 1 1

John Kabek

Neut.

Hot

Trip 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A

Structural Design

1

Homerun to panel indicating circuit numbers – all wiring shall be #12 with ground wire UON (increase to #10 for circuits between 100 and 200 LF). Consult engineer for runs over 200 linear feet if wire size is not indicated – all homeruns shall be to a 20 ampere, 1 pole circuit breaker UON. Wire fill as required for application indicated.

Mains Rating: 100 A

Design Integration

Equip. Ground

Location: Copy Room 202 Volts: 208Y/120V Mounting: Surface Phases: 3 Enclosure: Type 1 Wires: 4 Circuit Description CKT 1 Receptacles RM 413 3 Lighting RM 407, 408, 409, 410, 411 Fax Machine, RM 402 5 7 Lighting RM 404, 405, 407 9 Lighting RM 401, 402, 406 11 Lighting RM 411, 412, 413, 414, 415 13 Receptacles RM 410, 411, 412 15 Receptacles RM 406 17 Receptacles RM 412, 414, 415 19 Receptacles RM 401, 402 21 Microwave RM 404 23 Projector RM 406 25 Space 27 Space 29 Space 31 Space 33 Space 35 Space 37 Space 39 Space 41 Space

Charles Frederick

Description

Kent State University College of Architecture & Environmental Design

Symbol

Branch Panel: 4C

Mixed-Use Office Building Cleveland, OH

Electrical Symbol Legend

4K-E101

The Integrated Design Competition Spring 2013

B

5 4 2 2 2 10 7 7 2 4 2 5 6 4 3 3 2 1

A

A-E D

A

AMPS

67.1

Fixture #1 # of Fixture #2 Total Wattage Fixtures Wattage 100 9 2 80 9 5 40 40 40 90 20 2 140 63 20 1 40 80 40 100 9 4 120 9 3 80 60 27 9 12 8 20 13 1

4C-6

3

E

D

G-E

D

D

F

G-E

C

O

C

Kitchen 404 E-E

D

O D

3

3

Team Conference 405

E-E

3

G-E O D

J J Conference Room I-E

J

406

J

3 3 3

D

D

D

O

Open Office 407

D

D

D D

D

Kiley Maas & Stephanie Schill

A

E

Team Conference D 408

D

A

D O

F-E

Associate Office 3 409 A

F

A

O

F-E D

D

A

Associate Office 2 410

D

F D

C

O

D

D

C

E

O

A-E

F-E

F

A G-E

B H

H

K

Associate Office 1 411

O

D

B

B

G-E

D

I

H

D

O

J

J

J

J

H

3

J

D

D

A

F

E

F F F

A 4K-E103

Electrical Design

J

B

3

D 4C-3

O

D

D

James Stadelman

D

A-E A Receptionist 403

D

Peter Marks

3

Copy Room 402 E

D

D

G-E

System Integration

A

A Mechanical Design

A

A

Vice President’s Office 412 A-E

Tadgh O’ Crowley

A

Electric Panel 4C

O

D

A-E

E

KWD 4.8 11.6 0.0 0.0 7.7 24.2

A

3

William Lucak

4C-8

A-E

G-E

A

Computer Integration

C

A

A

4K Office Space Lighting Plan Scale: 1/8” = 1’-0”

Lighting Power Density Fixture #2 Fixture #3 Fixture #4 # of # of Fixture #3 Fixture #4 Total Room LPD Total Total Total Room Sqft Wattage Fixtures Wattage Fixtures Wattage (Max 0.86) Wattage Wattage Wattage 18 9 2 18 0 136 271 0.50 45 0 0 125 213 0.59 0 0 0 40 161 0.25 0 0 0 40 153 0.26 0 0 0 40 151 0.26 40 9 18 162 4 2 8 300 399 0.75 0 0 0 140 695 0.20 20 0 0 83 150 0.55 0 0 0 40 144 0.28 0 0 0 80 181 0.44 0 0 0 40 117 0.34 36 9 1 9 0 145 314 0.46 27 0 0 147 354 0.42 0 0 0 80 294 0.27 0 0 0 60 343 0.17 108 9 2 18 20 1 20 173 294 0.59 8 14 0.57 13 0 0 33 51 0.65

D

Daylighting sensors will allow lights to be turned off when ample amount of daylighting is entering the space, allowing for reduce energy usage and an emphasis on daylighting.

O

Occupancy sensors will allow lights to be turned off when a space is not being used. These sensors take the responibility out of the user’s hands, causing lights to not be left on when not in use, thus reducing energy usage.

Notes: 1. Wire all exit signs, night lights, and battery packs to local lighting circuits ahead of all lighting controls.

2. Coordinate locations of all lighting fixtures and ceiling mounted devices with the Architectural Reflected Ceiling Plans.

3. Refer to sheet 4K-E101 for Symbol Legend, Lighting Fixture Schedule, and Panel Schedule.

Electrical Schedule & 4K Lighting Plan Scale: 1/8” = 1’-0”

8

16

32

48

at Cleveland Burke Lakefront

20 20 20 20 20 9 20 9 20 20 20 20 20 20 20 9 4 20

RR 413

North Point

Waiting Area Receptionist Copy Room Kitchen Team Conf. 1 Conference Open Office Team Conf. 2 Associate 1 Associate 2 Associate 3 VP Office President Exec. Secretary Corridor 1 Corridor 2 Drink Counter Bathroom

Waiting Area 401 A

O

C

Equivalent Wattages and Light Output of Incandescent and LED Bulbs Light Output LEDs Incandescents Lumens Watts Watts 450 40 4 to 5 300-900 60 6 to 8 1100-1300 9 to 13 75-100 1600-1800 16 to 20 100 2600-2800 25 to 28 150

Room

D

G-E

3

3

John Kabek

G-E

B

K

Structural Design

B

B

L

A

A

Design Integration

O

President’s Office 414

D

A

A

3

G-E

A

A-E

B

D

A

L

Fixture #1 # of Wattage Fixtures

A

Executive Secretary 415

Kent State University College of Architecture & Environmental Design

KWC 3.9 13.3 0 0 7.7 24.9

O

A-E

DW REF.

Load Lighting Recept's AC HTG Misc.

Total

Load Summary AMPS Demand Factors 1.25 NEC 1.00 0.00 1.00 69

O

G-E

Mixed-Use Office Building Cleveland, OH

Electrical Abbreviations Legend Description Symbol AFF Above Finished Floor AC Above Counter (8" UON) EC Electrical Contractor EWC Electric Water Cooler, 900 Watts, 120V GFI Ground Fault Interrupter GC General Contractor HVAC Heating, Ventilating, Air Conditioning MC Mechanical Contractor NEC National Electric Code N.I.C. Not In Contract NL Night Light NTS Not to Scale PC Plumbing Contractor TTB Telephone Terminal Board TYP Typical UON Unless Otherwise Noted WP Weatherproof EM Emergency ETR Existing to Remain REX Remove Existing RR Existing to be Removed and Relocated

Charles Frederick

4C-13

4K-E102

The Integrated Design Competition Spring 2013 F

GFCI

Receptionist 403

Copy Room 402 4C-2

5

AC

411

GFCI AC

4C-18

4C-20 2

GFCI

4K-E104

F

Open Office 407

Kitchen 404

4C-21 1

A

Team Conference 408

Team Conference 405 4C-14

Associate Office 3 409

4C-10

4K Office Space Power Plan Scale: 1/8” = 1’-0”

Legend:

Notes: 1. Refer to sheet 4K-E101 for Symbol Legend and Panel Schedule.

1

Microwave, 1000W, 120V, 3P

2

Coffee Maker, 1000W, 120V, 3P

3

Fax Machine/Printer, 500W, 120V, 3P

4

Refrigerator, 800W, 120V, 3P

5

Projector, 1000W, 120V, 3P

Mechanical Design

North Point

DW REF

AC

Associate Office 2 410

AC

F

F

4C-11 4

Associate Office 1

4K Office Space Power Plan Scale: 1/8” = 1’-0”

8

16

at Cleveland Burke Lakefront

F

4C-7

4C-12

William Lucak

3

Conference Room 406 4C-23 4C-15

Design Integration

AC 4C-5

4C-16

Charles Frederick

4C-19

412

Mixed-Use Office Building Cleveland, OH

Electric Panel 4C

John Kabek

Vice President’s Office

Waiting Area 401

Kent State University College of Architecture & Environmental Design

F

Structural Design

4C-9

Tadgh O’ Crowley

RR 413

Computer Integration

4C-1

Electrical Design

415 4C-15

James Stadelman

President’s Office 414

Peter Marks

4C-4 Executive Secretary

System Integration

F

Kiley Maas & Stephanie Schill

F

32

48

4K-E103