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
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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
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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