Integrated Design Studio Black and White Drawings by Andrew Foster

1 General Notes

Community Wellness Facility

INDEX: G-000 Cover Page G-010 Project Introduction G-001 General Notes A-000 Life Safety A-001 Site Plan A-101 First Floor A-102 Second Floor A-103 Third Floor A-104 Fourth Floor A-105 Fifth Floor A-106 Sixth Floor A-107 Seventh Floor A-108 Eighth Floor A-109 Nineth Floor A-110 Tenth Floor A-111 Eleventh Floor A-112 Roof Plan A-200 Elevations- All A-201 Elevation North A-202 Elevation East A-203 Elevation South A-204 Elevation West A-301 Building Section A-302 Building Section A-303 Building Section A-304 Building Section A-310 Wall Section A-500 Integrated Spaces A-501 Daylight Studies A-510 Overall Floor Plan A-511 Floor Plan With Furniture A-512 Reflected Cieling Plan A-514 Structural Plan A-515 Lighting Plan A-516 Mechanical Plan A-520 Detailed Floor Plan A-530 Floor to Floor Elevation/Section A-540 Core Analysis M-000 Mechanical General M-001 General Zoning M-002 System Layout M-003 Mechanical Details E-000 Electrical General E-001 General Latout P-000 Plumbing General P-001 Plumbing Layout S-000 Structural General S-002 Structural Overview S-003 Structural Floors

6025 W. St. Clair Ave Warehouse District Cleveland, OH 44113

Community Wellness/ Tenant

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

4/14/2014 9:26:26 AM

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No.

Description

1 2 3 4

Iteration 1 Iteration 2 Iteration 3 Final Drawing

Date 3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

B Community Wellness/ Tenant

Cover Page

James Lennon Andrew Foster

Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by

Arch 40102 Fourth Year Design Studio II IDS Studio Project Spring 2014 KSU-CAED Professor Peter Marks

Checker

Revised

Checker

G-000 PN TN

Site Location (Cleveland Warehouse District)

Checked by

Scale

Sheet Number

1 Community Wellness/ Tenant

Project Context: E

Located in the heart of Cleveland, the Warehouse District provides a great opportunity to strengthen community goals and take advantage of the growing number of permanent residents in the area. Through innovative solutions to holistic wellness and sustainable building practices, the proposed building strives to link all members of the community together, providing a healthy atmosphere for those who live here while simutaneously showcasing a progressive approach to community wellness in the greater Cleveland area. General Information: Site: D Site Size: 23,000 SF Site Orientation: Southwest Minimum Building Size: 150,000 • 60,000 SF devoted to Prime Tenant • 60,000 SF devoted to Wellness Center Total Net Area: 120,000 SF Circulation @15% +/- net Minimum Building Efficiency: 75%

General Program Requirements: • Community Wellness Center with Integrative Heath Medicine • Prime tenant space • Lobby areas as needed • Rest rooms, janitor closets.. as required by OBC • Mechanical, electrical, fire protection • Receiving Area and dock • Trash room, recycling rooms • General building and tenant storage • Circulation

User Wellness and Health Requirements

Employees -seperation from public in order to be productive -integration with public for increased wellness -health related work opportunities -relaxed atmosphere -somewhere that people want to go to work and spend time -encourages movement -views -outside connections -opportunity to work within buidling away from desk Guests -willing to come and seek wellness -informed on complimentary medicine -classes regaurding wellness -sense of ease within the building -supports all aspects of wellness -opportunities for intimate/isolated spaces -opportunities for public and interactive spaces

Public (community) -supports all aspects of wellness -draws people into the space -makes general public interested in wellness -helps everyone, from every social group and every type of person, there is an opportunity to investigate wellness and complimentary medicine -community center infused with holistic wellness Children -promotes growth and learning -integrates natural wellness at a young age -nutrition training -physical activity -spiritual/emotional calmness

Senior Citizens -safe place -enjoyable -active and rehabilitative services -creates interaction between age groups -creates awareness about wellness

Possible Site Locations: Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Site A - West Ninth and St. Clair (NW) - 21,000 SF Pros: • Close proximity to lakefront • Heart of the Warehouse District Cons: • Smallest area • Shorter building context

Black and White Drawing Set

Site B - West Ninth and St. Clair (SW) - 22,000 SF Pros: • Moderate site area • Opportunities for wind energy • Heart of the Warehouse district Cons: • Western exposure • Shorter building context Site C - West Ninth and St. Clair (N) - 22,000 SF Pros: • Moderate Site area • Highest southern exposure • Lake views • Heart of the Warehouse District Cons: • Little opportunity for wind energy • Shorter building context Site D - West Sixth - 23,000 SF Pros: • Closest proximity to downtown attractions • Lagest area • Lake Views • Opportunities for wind energy • Close proximity to public transportation routes • Taller building context • Pedestrian links to public square Cons: Western exposure

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

Approach: The location of Site D will be most beneficial to the intent of the project. Its close proximity to downtown Cleveland establishes a strong potential connection between the Warehouse District Community and the rest of the city's attractions. This close relation creates a more reachable user base. Both the Warehouse District and Downtown Cleveland can benefit from the services this building will have to offer. This is the largest of the four sites, which allows further planning for better site integration and additional outdoor spaces to compliment our building program. The context of Tower City allows a more flexible building height which will be beneficial due to our split building proposal. Potential for wind energy is greater on this site due to the wind corridor which occurs down W 6th.

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No.

User Requirements and habits Employees • need comfortable environment • flex work areas (ex:google has #1 employee satisfaction because of their dedication to occupational welness.) • parking • accessible daycare • food service Delivery men • dock space • room to keep trucks off of the street • secured service entry Guests of Building • Usually for business purposes (business meetings, presentations) • clients General Public • in and out • browsing/shopping • eating • recreation and leisure Children • need ample room to play • secure space • facilitates learning

4/14/2014 11:02:58 AM

Cleveland 2030 Goals: A downtown Cleveland District where the districtwide average energy use, water use and transportaion emissions have been reduced by 50% by the year 2030 (relative to specific established baselines). For new buildings, the goals are immediate reductions of 50-60% in each category, with an ultimate goal of carbon neutral for building energy by the year 2030.

Building Code and Zoning: This project will be subject to the rules and regulations of the Ohio Building code. It is to comply with the zoning ordinances of the City of Cleveland (COC) and the long range goals and intent of the City of Cleveland 2020 Master Plan. Other Plans specific tot he Warehouse District exist, but have not been formally adopted by the COC.

1 2 3 4

Description Iteration 1 Iteration 2 Iteration 3 Final Drawing

Date 3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Community Wellness/ Tenant

Public Transportation Linkages: This location was chosen due to its central location within all the nearby residential areas. These include Ohio City, Cleveland State, West 12th, West Fourth Stree, and other emerging residential areas. These adjacent areas are connected by the city's public transportation system. Rapid bus and trolley systems link the Warehouse District to other areas of the city.

Project Context Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

G-002 Scale

Sheet Number

General Notes: (2011 Ohio Building Code)

(OBC - Chapter 3 - Section 304) Occupancy Classification: B (Business) Category II (office/retail/commercial) Building Height: 12 Stories, 160ft. (OBC - Chapter 6 - Section 602) Construction Classification: IA Fire Ratings: 2 Hr Exterior Walls 2 Hr Structural Frame 2 Hr Floor/Ceiling Assembly 1 Hr Roof Protection

403.2.1.1 Type of construction. The following reductions in the minimum fire-resistance rating of the building elements in Table 601 shall be permitted as follows: 1. For buildings not greater than 420 feet (128 m) in building height, the fire-resistance rating of the building elements in Type IA construction shall be permitted to be reduced to the minimum fireresistance ratings for the building elements in Type IB. 403.2.1.2 Shaft enclosures. For buildings not greater than 420 feet (128 m) in building height, the required fire-resistance rating of the fire barriers enclosing vertical shafts, other than exit enclosures and elevator hoistway enclosures, is permitted to be reduced to 1 hour where automatic sprinklers are installed within the shafts at the top and at alternate floor levels.

403.4.6 Smoke removal. To facilitate smoke removal in post-fire salvage and overhaul operations, buildings and structures shall be equipped with natural or mechanical ventilation for removal of products of combustion in accordance with one of the following: 1. Easily identifiable, manually operable windows or panels shall be distributed around the perimeter of each floor at not more than 50-foot (15 240 mm) intervals. The aggregate area of operable windows or panels shall not be less than 40 square feet (3.7 m2) per 50 linear feet (15 240 mm) of perimeter. 2. Mechanical air-handling equipment providing one exhaust air change every 15 minutes for the area involved. Return and exhaust air shall be moved directly to the outside without recirculation to other portions of the building. 403.5.1 Remoteness of exit stairway enclosures. The required exit stairway enclosures shall be separated by a distance not less than 30 feet (9144 mm) or not less than one-fourth of the length of the maximum overall diagonal dimension of the building or area to be served, whichever is less. The distance shall be measured in a straight line between the nearest points of the exit stairway enclosures. In buildings with three or more exit stairway enclosures, at least two of the exit stairway enclosures shall comply with this section. Interlocking or scissor stairs shall be counted as one exit stairway.

503.1.3 Type I construction. Buildings of Type I construction permitted to be of unlimited tabular building heights and areas are not subject to the special requirements that allow unlimited area buildings in Section 507 or unlimited building height in Sections 503.1.1 and 504.3 or increased building heights and areas for other types of construction. 504.1 General. The building height permitted by Table 503 shall be increased in accordance with this section. 504.2 Automatic sprinkler system increase. Where a building is equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, the value specified in Table 503 for maximum building height 4101:1-5-01 5 is increased by 20 feet (6096 mm) and the maximum number of stories is increased by one. These increases are permitted in addition to the building area increase in accordance with Sections 506.2 and 506.3.

703.2 Fire-resistance ratings. The fire-resistance rating of building elements, components or assemblies shall be determined in accordance with the test procedures set forth in ASTM E 119 or UL 263 or in accordance with Section 703.3. Where materials, systems or devices that have not been tested as part of a fire-resistance-rated assembly are incorporated into the building element, component or assembly, sufficient data shall be made available to the building official to show that the required fire-resistance rating is not reduced. Materials and methods of construction used to protect joints and penetrations in fireresistancerated building elements, components or assemblies shall not reduce the required fire-resistance rating.

ATRIUM. An opening connecting two or more stories other than enclosed stairways, elevators, hoistways, escalators, plumbing, electrical, airconditioning or other equipment, which is closed at the top and not defined as a mall. Stories, as used in this definition, do not include balconies within assembly groups or mezzanines that comply with Section 505. 404.2 Use. The floor of the atrium shall not be used for other than low fire hazard uses and only approved materials and decorations in accordance with the fire code shall be used in the atrium space. Exception: The atrium floor area is permitted to be used for any approved use where the individual space is provided with an automatic sprinkler system in accordance with Section 903.3.1.1. 404.3 Automatic sprinkler protection. An approved automatic sprinkler system shall be installed throughout the entire building. Exceptions: 1 That area of a building adjacent to or above the atrium need not be sprinklered provided that portion of the building is separated from the atrium portion by not less than 2-hour fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 712, or both. 2 Where the ceiling of the atrium is more than 55 feet (16 764 mm) above the floor, sprinkler protection at the ceiling of the atrium is not required. 404.6 Enclosure of atriums. Atrium spaces shall be separated from adjacent spaces by a 1-hour fire barrier constructed in accordance with Section 707 or a horizontal assembly constructed in accordance with Section 712, or both. Exceptions: 1. A glass wall forming a smoke partition where automatic sprinklers are spaced 6 feet (1829 mm) or less along both sides of the separation wall, or on the room side only if there is not a walkway on the atrium side, and between 4 inches and 12 inches (102 mm and 305 mm) away from the glass and designed so that the entire surface of the glass is wet upon activation of the sprinkler system without obstruction. The glass shall be installed in a gasketed frame so that the framing system deflects without breaking (loading) the glass before the sprinkler system operates. 2. The adjacent spaces of any three floors of the atrium shall not be required to be separated from the atrium where such spaces are accounted for in the design of the smoke control system. 404.9 Travel distance. In other than the lowest level of the atrium, where the required means of egress is through the atrium space, the portion of exit access travel distance within the atrium space shall not exceed 200 feet (60 960 mm). The travel distance requirements for areas of buildings open to the atrium and where access to the exits is not through the atrium, shall comply with the requirements of Section 1016. 705.2 Projections. Cornices, eave overhangs, exterior balconies and similar projections extending beyond the exterior wall shall conform to the requirements of this section and Section 1406. Exterior egress balconies and exterior exit stairways shall also comply with Sections 1019 and 1026, respectively. Projections shall not extend beyond the distance determined by the following three methods, whichever results in the lesser projection: 1 A point one-third the distance from the exterior face of the wall to the lot line where protected openings or a combination of protected and unprotected openings are required in the exterior wall. 2 A point one-half the distance from the exterior face of the wall to the lot line where all openings in the exterior wall are permitted to be unprotected or the building is equipped throughout with an automatic sprinkler system installed under the provisions of Section 705.8.2. 3 More than 12 inches (305 mm) into areas where openings are prohibited. Buildings on the same lot and considered as portions of one building in accordance with Section 705.3 are not required to comply with this section. 705.2.1 Type I and II construction. Projections from walls of Type I or II construction shall be of noncombustible materials or combustible materials as allowed by Sections 1406.3 and 1406.4. 903.2.2 Group B ambulatory health care facilities. An automatic sprinkler system shall be installed throughout all fire areas containing a Group B ambulatory health care facility occupancy when either of the following conditions exists at any time: 1. Four or more care recipients are incapable of self-preservation. 2. One or more care recipients who are incapable of self-preservation are located at other than the level of exit discharge serving such an occupancy.

GENERAL MEANS OF EGRESS 1003.1 Applicability. The general requirements specified in Sections 1003 through 1013 shall apply to all three elements of the means of egress system, in addition to those specific requirements for the exit access, the exit and the exit discharge detailed elsewhere in this chapter. 1003.2 Ceiling height. The means of egress shall have a ceiling height of not less than 7 feet 6 inches (2286 mm). 1003.6 Means of egress continuity. The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of a means of egress system shall not be diminished along the path of egress travel. TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT Business areas: 100 gross Day care: 35 net Educational Classroom area Shops and other vocational room areas: 20 net 50 net Exercise rooms: 50 gross Institutional areas Inpatient treatment areas Outpatient areas Sleeping areas: 240 gross 100 gross 120 gross Kitchens, commercial: 200 gross Library Reading rooms Stack area: 50 net 100 gross Locker rooms: 50 gross Mercantile Areas on other floors Basement and grade floor areas Storage, stock, shipping areas: 60 gross 30 gross 300 gross 1005.1 Minimum required egress width. The means of egress width shall not be less than required by this section. The total width of means of egress in inches (mm) shall not be less than the total occupant load served by the means of egress multiplied by 0.3 inches (7.62 mm) per occupant for stairways and by 0.2 inches (5.08 mm) per occupant for other egress components. The width shall not be less than specified elsewhere in this code. Multiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity to less than 50 percent of the required capacity. The maximum capacity required from any story of a building shall be maintained to the termination of the means of egress.

Community Wellness/ Tenant

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Room Condition Loads Zone NetArea (SF) Total First Level 15,173 Level 2 Wellness 5,613 Level 3 Wellness 5,354 Level 4 Wellness 4,765 Level 5 Wellness 5,356 Level 6 Wellness 4,765 Level 7 Wellness 4,909 Level 8 Wellness 4,302 Level 9 Wellness 5,279 Level 10 Wellness 4,690 Level 2.5 Tenant 6,142 Level 3.5 Tenant 7,205 Level 4.5 Tenant 6,142 Level 5.5 Tenant 7,205 Level 6.5 Tenant 6,142 Level 7.5 Tenant 7,205 Level 8.5 Tanant 6,142 Level 9.5 Tenant 7,205 Level 10.5 Tenant 5,281 Building Total 119,947

Occupant Load 450 160 150 136 107 95 63 57 52 47 98 72 61 72 61 72 61 72 52 1,938

4/14/2014 11:03:10 AM

Description Iteration 1 Iteration 2 Iteration 3 Final Drawing

Date 3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Community Wellness/ Tenant

General Notes Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

G-003 Scale

Sheet Number

4 2

3 6

Occupancy Loads for Egress

A-202 1 East Elevation

South Elevation

North Elevation 1

E C

A-203 C.1 C.2

D.1

B D

A 1 West Elevation

1.1

Use Group

Area (Net SF)

Load

Level 1 Level 2 Level 2 Level 3 Level 4 Level 5 Level 6 Level 7 Level 8 Level 9 Level 10 Level 2.5 Level 3.5 Level 4.5 Level 5.5 Level 6.5 Level 7.5 Level 8.5 Level 9.5 Level 10.5

Mixed Retail/Assembly/CafĂŠ/Service Wellness Children/Daycare/Education Wellness Children/Daycare/Education Wellness Children/Daycare/Education Wellness Children/Daycare/Education Wellness Teen/Fitness/Education Wellness Teen Wellness Adult/Treatment Wellness Adult/Treatment Wellness Senior Wellness Senior Business Tenant/Office Business Tenant/Office Business Tenant/Office Business Tenant/Office Business Tenant/Office Business Tenant/Office Business Tenant/Office Business Tenant/Office Business Tenant/Office

15,173 5,613 5,613 5,354 4,765 5,356 4,765 4,909 4,302 5,279 4,690 9,864 7,205 6,142 7,205 6,142 7,205 6,142 7,205 5,281

450 160 160 150 136 107 95 63 57 52 47 98 72 61 72 61 72 61 72 52

122,597

1938

Total

2.1

Exterior Walls: 2 Hr Structrual Frame: 2 Hr Ceiling/Floor Separation: 2 Hr Roof Assembly: 1 Hr

1007.1 Accessible means of egress required. Accessible means of egress shall comply with this section. Accessible spaces shall be provided with not less than one accessible means of egress. Where more than one means of egress are required by Section 1015.1 or 1021.1 from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress.

Occupancy:

Table 1004.9 of the OBC: Buisiness - 100 SF (Gross) per occupant Assembly - 7, 5, 15 SF (Net) per occupant Day Care - 35 SF (Net) per occupant Education - 50 SF (Net) per occupant Exercise Areas - 50 SF (Gross) per occupant Library - 50 SF (Net) per occupant Mercantile - 30 SF (Gross) per occupant Treatment - 100 SF (Gross) per occupant

7 7.1

A-202 1 East Elevation

North Elevation

9' - 1 3/8" 4' - 0"

A-203 C.1 C.2

D.1

3' - 0"

1007.6 Areas of refuge. Every required area of refuge shall be accessible from the space it serves by an accessible means C of egress. The maximum travel distance from any accessible space to an area of refuge shall not exceed the travel distance permitted for the occupancy in accordance with Section 1016.1. Every required area of refuge shall have direct access to a stairway within an exit enclosure complying with Sections 1007.3 and 1022 or an elevator complying with Section 1007.4. Where an elevator lobby is used as an area of refuge, the shaft and lobby shall comply with Section 1022.9 for smokeproof enclosures except where the elevators are in an area of refuge formed by a horizontal exit or smoke barrier.

6' - 1 15/16"

Due to the split level nature of the building, the stair shaft was elongated to accomodate both Tenant and Wellness spaces. Each half level will have a door opening from the respected path of egress. Tenant doors will be locked from the stairwell and will be unlocked with a swipe key. Wellness will be unlocked to the public to provide a clear understanding of public areas. A 3' x 5' Area of refuge is articulated on each stair landing on both sides of the shaft.

---

11' - 2"

South Elevation

5' - 0"

Area of Refuge

B B

A 1 West Elevation

1.1

2.1

A-204

6' 3

Life Safety Plan 2 1/32" = 1'-0"

Stair Detail 3/32" = 1'-0"

3 S-000

The split core layout of the building provides both the wellness and tenant areas of the building with indivdual ammentities including stairs, shafts, restrooms, cloests and so on. The split stair system allows each split level the required means of egress, having access each half level. Doors entering the stairs will always be unlocked, while the tenant door will be locked from the stairwell. Maximum distance from any point in the egress corridor to the stair does not exceed 60 ft.

1007.3 Stairways. In order to be considered part of an accessible means of egress, an exit access stairway as permitted by Section 1016.1 or exit stairway shall have a clear width of 48 inches (1219 mm) minimum between handrails and shall either incorporate an area of refuge within an enlarged floorlevel landing or shall be accessed from either an area of refuge complying with Section 1007.6 or a horizontal exit.

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster

Area of Refuge

Stair Function:

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

2011 Ohio Building Code SECTION 1007 ACCESSIBLE MEANS OF EGRESS

Minimum Floor Area Base on Use Group:

Community Wellness/ Tenant

Construction Classifcation IB

A-204

Life Safety Level 1 1/32" = 1'-0"

A-201

Floor #

3' - 0" 3' - 9 3/8"

Fire Ratings:

27' - 1 5/16"

A-201

7 7.1

1007.6.1 Size. Each area of refuge shall be sized to accommodate one wheelchair space of 30 inches by 48 inches (762 mm by1219 mm) for each 200 occupants or portion thereof, based on the occupant load of the area of refuge and areas served by the area of refuge. Such wheelchair spaces shall not reduce the required means of egress width. Access to any of the required wheelchair spaces in an area of refuge shall not be obstructed by more than one adjoining wheelchair space.

4/14/2014 10:24:29 AM

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No.

Description

1 2 3 4

Iteration 1 Iteration 2 Iteration 3 Final Drawing

Date 3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Community Wellness/ Tenant

Life Safety Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

G-002

Scale

As indicated

Sheet Number

As indicated

Life Safety Stair View

Our site sits in the heart of Clevelandâ&#x20AC;&#x2122;s Warehouse District, on the boarder of the neighborhood and downtown area. This area is subject to a large flow of public activity, being at the doorstep of Clevelandâ&#x20AC;&#x2122;s sport facilities and the commercial aspect of downtown. Buildings in close relation to the site provide a busy atmosphere with storefront businesses located on street level while providing space for business and residential units on the upper floors. It will be important to maintain a high activity street level that flows with the surrounding context, while providing areas for community engagement and business opportunities on the upper levels of the building. The site also sits in an area framed by two major vehicular paths allowing an increased focus on pedestrian movement towards our building. The siteâ&#x20AC;&#x2122;s close relation to the lake provides opportunities for water views, allowing a more dynamic visual experience as the user moves upward. The areas high activity provides an opportunity to grab the attention of both residents and visitors of the area, establishing a connection between the Warehouse District and the rest of the Cleveland community.

1 Community Wellness/ Tenant

Site Context E

Local Offices

Local Residential Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set Local Dining

Local Nightlife 4/14/2014 11:03:22 AM

Electrical Consultant Jim Stadelman

Local Retail

Local Parking

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster C

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Demographics

No.

To provide the most relevant services to the Warehosue District community, a broader study of Cleveland's demographics was conducted to determine necessary information reguarding race, gender, education and population. Cleveland has a diverse range of ethnicity, age and gender so it is important to design an atmosphere that engages all groups. These spaces and services should relate to the general interest in wellness that can be applied to a diverse range of users. A family-like outlook is given to the community so that they feel connected and part of something that relates to the entire city.

Enforcing community wellness: Cleveland public schools have an average rating of 1-4 out of 10. Intellectual wellness is an important step to holistic wellness within the community. Programs which strengthen the mind and excersice the brain are neccessary to improve educational practices whether in schools or for every other aspect of wellness and health. Business and occupation wellness is another issue in the Cleveland area. As a growing number of people are leaving the city, unemployment is at a gradual increase. Services providing occupational workshops and workplace wellness will be important to get the community back on its feet. The Warehouse District is located in close relation to many of Cleveland's attractions so it is important to use this opportunity as a way to attract the diverse population to the building and introduce holistic wellness to the community.

Description

1 2 3 4

Iteration 1 Iteration 2 Iteration 3 Final Drawing

Date 3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Community Wellness/ Tenant

Site Analysis Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

G-005

A Scale

Sheet Number

1 Community Wellness/ Tenant

Climate Information E

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Climate Zone: 5A - Cleveland, Ohio (ASHRAE 90.1 - Normative Appendix B) Weather Location: Cleveland Hopkins Intl Airport, Ohio Climate Design Data: (ASHRAE 90.1 - Normative Appendix D) Latitude: 41.42N Longitude: 81.87W Elevation: 770 ft. HDD65: 6201 CDD50: 2755 Heating Design Temperature: 1 Cooling Design Temperature: Dry Bulb - 1.0% Wet Bulb - 1.0% Minimum Future Energy Generation: ≥ 10.0 kBtu/ft^2 x Roof Area

4/14/2014 11:03:33 AM

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Minimum Envelope & Roof Values: (Table A-5, Non-Residential) Max Fenestration: < 40% of gross wall area (Section 7.4.2.4) Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

Baseline HVAC Recommendation: (Table G3.1.1A) Non Residential > 5 Floors: System 7 – VAV w/ Reheat Electric/Other: System 8 – VAV w/ PFP Boxes

Sun Analysis

Cleveland’s average sunshine is below the US average, peaking its daylit hours from May to August. The highest average sunshine hours is around 70% in mid-June. Winter sunlight is well below the country’s average, making it important to capture as much sunlight in the winter months to increase thermal gain and daylight. During the period between June and December, there are 315 hours where thermal conditions are in the comfort zone. There are around 800 hours where sun shading will be necessary for thermal comfort in the summer months and around 1500 hours during the winter months where sunlight is needed to obtain thermal comfort. From December to June, hours needing sunlight for thermal comfort exceed hours where sun needs to be shaded. Annually, much more sun is needed then needs to be shaded and with Cleveland’s low average of available sunlight and fairly high average of cloudy days will make this difficult to rely on sunlight to provide thermal comfort. Thus, sunlight should be taken advantage of whenever possible through design, while other passive techniques along with mechanical aid will be necessary to keep the building’s thermal conditions comfortable year round. Wind Analysis

Cleveland’s wind speed is greater during underheated periods, being higher than the national average. During overheated periods, wind speeds decrease to an average of around 9 mph. The wind primarily comes from the southwest, creating strong guts to occur on W 6th street where our site is located. It will be important to design our wellness center to capture the wind in the overheated months while protecting it from the winter winds, especially at street level. Our site’s location provides an opporunity to capture these winds for energy generation as well, broadening the possibility to meet the requirements of the Cleveland 2030 Challenge.

Cleveland lies in a moist continental zone, making it a generally temperate climate. Winters are cold, averaging daily highs of around 30 degrees fahrenheit and summers are warm with average highs reaching around 75 degrees fahrenheit. Annual humidity levels are generally higher in the morning rather than during the day. Overall, Cleveland has about 337 hours annually that is considered in the comfort zone. Successful passive strategies could possibly boost the number of hours in the comfort zone to around 4000 without mechanical assistance. According to the temperature charts provided by climate consultant and city-data, Cleveland spends the majority of the year below comfort zone, only reaching comfort levels or higher from May through September. June through August will have temperatures above comfort levels, but no extreme heat conditions. Heat gain as well as wind protection during the underheated periods will be vital in keeping the building in the comfort zone. Sun shading and ventilation will be important for the overheated periods. According to NOAA, Ohio has recently moved in a slightly warmer climate region, providing more favorable conditions for vegetation growth. This provides an opportunity to utilize vegetation around the city and could possibly allow the further growth of local crops and plants.

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Community Wellness/ Tenant

Cleveland's wettest months are between May and September where the humidity levels are higher during morning hours. Cleveland can reach an average of up to 4 inches of rain per month in the summer. The city averages higher amounts of precipitation than the national average. In the winter months, snowfall can reach an average of over 10 inches in a month's span, which is well over the national average.

Climate Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

G-006

A Scale

Sheet Number

1 General Notes

Corner Condition Cutting the corner of the building along the corner of W. 9th and W. St. Clair created an opportunity for people to directly interact with the site. The open space which has become an extension of the front lobby allows people to have the opportunity to meet with friends, or have a seat and relax if necessary. Throughout Cleveland and specifically within the warehouse district there are a limited number of outdoor spaces at the street level where the public can interact. Creating this space will allow the building to appear to be more lively and welcoming, translating to more users within the building.

Proposed Building 70'

r lai C t. .S

Proposed Building 150'

D rv Se

R ice

te ou

Proposed Building 40'

Delivery Route. The proposed Building plan creates an alley that allows direct access to the rear of the building. This provides an opportunity for delivery trucks to pull off of the street and have private access to the buildng without traveling through public spaces. The delivery route is highlighted using a cross hatch pattern. Vegitation Utilizing trees that already exist along the street edge is a sustainable solution. Trees along the edge of a street create a more pleasant experience when walking down the sidewalk as well as provide a barrier keeping pedestrians seperated from vehicular traffic. The green spaces along the street edge create a visually appealing and inviting front lawn idea. Although small, the simple view of vegitation signifies a healthy area, and implies health within the buildng. This green area also relates to the green balcony spaces which occur on upper floors, which further bring the site and the builidng together as one.

Community Wellness/ Tenant

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

4/14/2014 8:21:50 AM

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

W th .9

No. 1 2 3 4

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Proposed Building 40'

Cleveland Warehouse District

B Community Wellness/ Tenant

Site Plan Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-001

Proposed Building 30'

PN TN

Site 1" = 40'-0"

Scale

1" = 40'-0"

Sheet Number

1" = 40'-0"

1 General Notes

Design Intent The Design intent of the first floor is to bring people into the building and introduce them to wellness. This idea was achieved through the inviting moves within the site which force people to walk either directly along the building, or past an entrance which gravitates toward the front doors. Once in the builidng, The front lobby guides people through an event space which will continously be active with "Wellness Awareness" programs. These programs will direct people to the public elevators which will allow them to journey up and experience the rest of the building. A cafe and Lounge sign will be visible to the public from the outside, however customers must walk through the event space for cafe access. It forces people to come face to face with wellness.

7.1

A-304

A-303

A-202 1 A-301

1 East Elevation

F D

Trash Room

Generator Room

E.1

Loading Dock/ Delivery

Retail 1

Storage

Electrical

North Elevation

A-305

A-201

E Retail 2

Mail Room

Secure Tenant Lobby

Kitchen room

JC FIRE

Air Chase

D Context South Elevation

3 P-000

Lobby

D.1

0' - 0"

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

The service and utility spaces are located at the rear of the building to allow for ease of access from the back alley. This is for safety as well as seperation of service from the public areas.

Electrical Consultant Jim Stadelman

Having two buildings come together as one with split levels created a challenging approach to tenant space security. Creating a central security space which seperates Tenant elevators from public elevators will deter the public from entering office spaces at the floors above. Our building has maintained a strong level of integration between tenant and user while keeping these spaces secure at the same time.

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster

Mechanical

UP EC

Community Wellness/ Tenant

Event Space

4/14/2014 8:22:43 AM

The Retail spaces are seperate entities located at street level along W. St. Clair. The reason that these are not tied into the Wellness aspect of the building is to appeal to a wider variety of Retail stores.

B.1

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Building Efficiencies: No.

Total building sf: 117,607 Net 157,614 Gross = 75% Efficiency

A-200

Description

1 2 3 4

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

1st Floor: 10,165 Net 17,963 Gross = 57% Efficiency

Cafe/ Lounge

Key Plan 1" = 50' -0" Cleveland Warehouse District

Community Wellness/ Tenant

Floor One 1 West Elevation

1.1

2.1

S-000

1 A-204 A-302

Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by

Checked by

Checker

Revised

Checker

Level 1 1/16" = 1'-0"

A-101

A PN TN

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Design Intent

A-301

7.1

1 1

A-303

A-304

F D

E.1

Tenant B

Each floor programatically relates to the floor above and below, through libraries, fitness rooms, learning experiences and so on, so as to provide a smooth transition as the person journeys through different experiences of there life.

Tenant D

North Elevation

A-305

A-201

E Room

Tenant A

Room 22' - 6" 22' - 6"

22' - 6"

P-000

Open to Below

Air Chase

15' - 0"

The Design intent of the upper floors of the buildng is to integrate all aspects of wellness with the tenant space in a methodical way. Wellness is made holistic through the integration of occupational, emotional, physical, intellectual, environmental, social and spirital disciplines. Each level will consist of all aspects of wellness in some shape or form. The organization of the building is based on user group so that beginning at a young age, a person can experience wellness, and as a person grows, grow with the building and achieve wellness. Each level in the building is geared toward a different user group. They are as follows: Floors 2-3 : Children Floors 4-5: Teenager Floors 6-7: Young Adult Floors 8-9: Adult Floor 10: Senior Citizens

B.1

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

The tenant spaces serve as occupational wellness, as well as observers of the building. This allows the tenant to maintain employees who enjoy working and working within this building. Our selected tenant will also use the building as a case study, and develop new innovative ways to introduce wellness to the community. Passive systems, views and screens allow even further integration of spaces within the building. Building Efficiencies: Total building sf: 117,607 Net 157,614 Gross = 75% Efficiency 2nd Floor: Tenant 9864 Net 11032 Gross = 90% Eff. Wellness 5613 Net 7937 Gross =72% Eff. Key Plan 1" = 50' -0"

Open to Below

D.1 Wellness Wellness

Wellness

Community Wellness/ Tenant

4/14/2014 8:23:04 AM

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

A Community Wellness/ Tenant 3 S-000

Floor Two

1A-302 West Elevation

1.1 2.1

A-204

Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by

Level 2.5 1/16" = 1'-0"

Checked by

Checker

Revised

Checker

A-102

A PN TN

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Design Intent The Design intent of the upper floors of the buildng is to integrate all aspects of wellness with the tenant space in a methodical way. Wellness is made holistic through the integration of occupational, emotional, physical, intellectual, environmental, social and spirital disciplines. Each level will consist of all aspects of wellness in some shape or form. The organization of the building is based on user group so that beginning at a young age, a person can experience wellness, and as a person grows, grow with the building and achieve wellness. Each level in the building is geared toward a different user group. They are as follows: Floors 2-3 : Children Floors 4-5: Teenager Floors 6-7: Young Adult Floors 8-9: Adult Floor 10: Senior Citizens

A-301

7 7.1

A-202

A-303 1 East Elevation

A-304

D F E.1

Tenant B

Tenant Balcony

Tenant C

A-305

E Tenant A

Room

Open to Below

37' - 6" 37' - 6"

P-000

Open to Below

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

The tenant spaces serve as occupational wellness, as well as observers of the building. This allows the tenant to maintain employees who enjoy working and working within this building. Our selected tenant will also use the building as a case study, and develop new innovative ways to introduce wellness to the community. Passive systems, views and screens allow even further integration of spaces within the building. Building Efficiencies: Total building sf: 117,607 Net 157,614 Gross = 75% Efficiency 3rd Floor: Tenant 7205 Net 8373 Gross = 86% Eff. Wellness 5354 Net 7678 Gross =70% Eff. Key Plan 1" = 50' -0"

30' - 0"

Wellness

D.1

Context South Elevation

Wellness Balcony

3 Open to Below

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Air Chase

30' - 0"

Community Wellness/ Tenant

4/14/2014 8:23:25 AM

B.1

A-200

Room Wellness Wellness

Description

1 2 3 4

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

No.

Community Wellness/ Tenant

Floor Three

3 S-000

Project number

A-302

1.1

Author

Drawn by

2.1 1

40102- Project 1 Spring 2014

Date

Checked by

Checker

Revised

Checker

Level 3.5 1/16" = 1'-0"

A-103

A PN TN

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Design Intent

7 7.1

A-202

1 A-303

1 East Elevation

A-304

A-301

E.1

Tenant B

Tenant C North Elevation

A-305

A-201

E Open to Below

Tenant A 52' - 6" 52' - 6"

3 P-000

M Open to Below

Air Chase

Wellness

D.1

Context South Elevation

Open to Below

Passive systems, views and screens allow even further integration of spaces within the building.

B.1

Building Efficiencies: Total building sf: 117,607 Net 157,614 Gross = 75% Efficiency 4th Floor: Tenant 6142 Net 7310 Gross = 84% Eff. Wellness 4765 Net 7089 Gross =67% Eff. Key Plan 1" = 50' -0"

A-200

Wellness

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

45' - 0" 45' - 0"

Community Wellness/ Tenant

4/14/2014 8:23:52 AM

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No.

Description

1 2 3 4

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

B A

Community Wellness/ Tenant

3 S-000

Floor Four

1 1A-302 West Elevation

1.1 2.1

Project number

A-204

40102- Project 1 Spring 2014

Date

Author

Drawn by

Level 4.5 1/16" = 1'-0"

Checked by

Checker

Revised

Checker

A-104

A PN TN

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Design Intent

7.1

A-304

A-303

A-202 1 A-301

1 East Elevation

F D

E.1

Tenant B

Tenant Balcony

Tenant C

North Elevation

A-305

A-201

E Tenant A

1 Open to Below

67' - 6" 67' - 6"

M Open to Below

D 3

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

60' - 0" 60' - 0"

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

James Lennon Andrew Foster

Air Chase

60' - 0" Context South Elevation

Community Wellness/ Tenant

4/14/2014 8:24:08 AM

P-000

Wellness Balcony

D.1

Wellness

B.1

Building Efficiencies: Total building sf: 117,607 Net 157,614 Gross = 75% Efficiency 5th Floor: Tenant 7205 Net 8373 Gross = 86% Eff. Wellness 5354 Net 7678 Gross =70% Eff. Key Plan 1" = 50' -0"

A-200

Wellness

Open to Below

Wellness

No.

Description

1 2 3 4

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Community Wellness/ Tenant

Floor Five

1 West Elevation

1.1 2.1

3 S-000

A-2041 A-302

Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by

Level 5.5 1/16" = 1'-0"

Checked by

Checker

Revised

Checker

A-105

A PN TN

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Design Intent

E 1

1 1

7.1

A-304

A-303

A-202 1 A-301

1 East Elevation

F E.1

Tenant B

D Tenant C

North Elevation

A-305

A-201

E-002 Open to Below

Tenant A

82' - 6" 82' - 6"

3 P-000

M Open to Below

Air Chase

75' - 0" 75' - 0" Context South Elevation

C Open to Below

D.1

Wellness

B.1

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

The tenant spaces serve as occupational wellness, as well as observers of the building. This allows the tenant to maintain employees who enjoy working and working within this building. Our selected tenant will also use the building as a case study, and develop new innovative ways to introduce wellness to the community. Passive systems, views and screens allow even further integration of spaces within the building. Building Efficiencies: Total building sf: 117,607 Net 157,614 Gross = 75% Efficiency 6th Floor: Tenant 6142 Net 7310 Gross = 84% Eff. Wellness 4765 Net 7089 Gross =67% Eff. Key Plan 1" = 50' -0"

A-200

Wellness

Community Wellness/ Tenant

4/14/2014 8:24:41 AM

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

B Community Wellness/ Tenant 1 West Elevation

1.1 2.1

Floor Six

A-204 3 S-000

Project number

A-302

Level 6.5 1/16" = 1'-0"

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-106

A PN TN

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Design Intent

1 1

7.1

A-304

A-303

A-202 1 A-301

1 East Elevation

F E.1

Tenant B Tenant C 1

Tenant balc North Elevation

A-305

A-201

E-002

Tenant A

Open to Below

97' - 6" 97' - 6"

M Open to Below

90' - 0" 90' - 0"

3 Context South Elevation

P-000

Wellness Balc

D.1

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

B.1

Building Efficiencies: Total building sf: 117,607 Net 157,614 Gross = 75% Efficiency 7th Floor: Tenant 7205 Net 8373 Gross = 86% Eff. Wellness 4909 Net 7233 Gross =68% Eff. Key Plan 1" = 50' -0"

A-200

Wellness

Open to Below

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

James Lennon Andrew Foster

Air Chase

90' - 0"

Community Wellness/ Tenant

4/14/2014 8:25:01 AM

Wellness

No.

Description

1 2 3 4

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Community Wellness/ Tenant 1 West Elevation

1.1 2.1

Floor Seven

A-204 Project number

3 S-000

1 A-302

40102- Project 1 Spring 2014

Date

Author

Drawn by

Structure Grid Beam System 1/16" = 1'-0"

Checked by

Checker

Revised

Checker

A-107

A PN TN

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Design Intent

7.1

A-304

A-303

A-202 1 A-301

1 East Elevation

F E.1

Tenant B Tenant C 1

North Elevation

A-305

A-201

E-002 Open to Below

Tenant A

112' - 6" 112' - 6"

M Open to Below

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster

105' - 0"

D 105' - 0"

Context South Elevation

Air Chase

Community Wellness/ Tenant

4/14/2014 8:25:21 AM

P-000

Open to Below

D.1

Wellness

Passive systems, views and screens allow even further integration of spaces within the building.

B.1

Building Efficiencies: Total building sf: 117,607 Net 157,614 Gross = 75% Efficiency 8th Floor: Tenant 6142 Net 7310 Gross = 84% Eff. Wellness 4320 Net 6644 Gross =66% Eff. Key Plan 1" = 50' -0"

A-200

Wellness Wellness

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No.

Description

1 2 3 4

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Community Wellness/ Tenant 1 West Elevation

1.1 2.1

Floor Eight

3 S-000

A-2041 A-302 Project number

Level 8.5 1/16" = 1'-0"

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-108

A PN TN

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Design Intent

7.1

A-304

A-303

A-202 1 A-301

1 East Elevation

F E.1

Tenant B

Tenant C

Tenant Balc

North Elevation

A-305

A-201

E-002

Tenant A Open to Below

127' - 6" 127' - 6"

M Open to Below

Air Chase

Community Wellness/ Tenant

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

4/14/2014 8:25:41 AM

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster

120' - 0"

120' - 0" Context South Elevation

120' - 0"

P-000

Wellness Balc

D.1

B.1

Passive systems, views and screens allow even further integration of spaces within the building. Building Efficiencies: Total building sf: 117,607 Net 157,614 Gross = 75% Efficiency 9th Floor: Tenant 7205 Net 8373 Gross = 86% Eff. Wellness 5279 Net 7603 Gross =70% Eff. Key Plan 1" = 50' -0"

A-200

Wellness

Open to Below

Wellness

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No.

Description

1 2 3 4

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

B Community Wellness/ Tenant 1 West Elevation

1.1 2.1

Floor Nine

3 S-000

A-2041 A-302

Project number

Level 9.5 1 1/16" = 1'-0"

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-109

A PN TN

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Design Intent

7.1

A-304

A-303

A-202 1 A-301

1 East Elevation

F E.1

Tenant B Tenant C

North Elevation

A-305

A-201

E-002 Open to Below

Tenant A

142' - 6" 142' - 6"

M Open to Below

135' - 0" 135' - 0" 3 Context South Elevation

Air Chase

P-000

Open to Below

D.1

Building Efficiencies: Total building sf: 117,607 Net 157,614 Gross = 75% Efficiency 10th Floor: Tenant 7205 Net 8373 Gross = 86% Eff. Wellness 4690 Net 7014 Gross =67% Eff. Key Plan 1" = 50' -0"

A-200

Wellness Wellness

Wellness

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

B.1

Community Wellness/ Tenant

4/14/2014 8:26:01 AM

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Community Wellness/ Tenant 1 West Elevation

1.1 2.1

Floor Ten

3 S-000

A-2041 A-302 Project number

Level 10.5 1 1/16" = 1'-0"

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-110

A PN TN

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Design Intent

Community Wellness/ Tenant

The Roof Plan is a standard plan with drains running along typical wet columns. The rainwater will drain from the roof and down into a cistern where the plumbing system will then recycle the water throughout the building.

2 40' - 0"

The green roof will help to clean the water as well as provide a unique place in downtown Cleveland that overlooks the city and Lake Erie.

35' - 0"

A-303

35' - 0"

A-304

21' - 0"

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

7.1

21' - 0"

Black and White Drawing Set

A-202 1 A-301

1 East Elevation

4/14/2014 8:26:17 AM

F Electrical Consultant Jim Stadelman

Roof Elevations 150'-0"

30' - 0"

E.1 1

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

North Elevation

A-305 O.D.

R.D.

1 E-002

O.D.

23' - 0"

A-201

R.D.

Roof Elevation 160'-0"

R.D.

D C

47' - 0"

O.D. R.D.

Context South Elevation

3 P-000

D.1

James Lennon Andrew Foster

O.D.

B.1

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No.

A-200 1 2 3 4

Roof Elevations 150'-0"

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Roof Elevation 150'-0"

R.D.

15' - 0"

O.D.

R.D.

Key Plan 1" = 50' -0"

Cleveland Warehouse District

B Community Wellness/ Tenant 1 West Elevation

1.1 2.1 1

Roof Plan

3 S-000

A-2041 A-302

Level 11 Roof 1/16" = 1'-0"

Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-111

A PN TN

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Community Wellness/ Tenant

Design Intent: The intent of our facade design was to Integrate the building with the Warehouse district contextually throughout the use of materials, and abstracted facade. The building height matches proposed buildings along the same block being just over 150' tall.

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

South Facade: The south facade was angled to face true south in order to maximize solar heat gain in a climate that is below the comfort zone for most of the year.

D 5

Elevation Isometric

Elevation Isometric Back

West Facade: The west facade is constructed using a combination of screen and glass that fluctuates in order to represent activity within the Wellness side of the buliding. This side of the buildng will also experience most of the winds which will flow across the site. In order to create energy from these winds, wind belts will be utilized. The screen will also allow slow down wind to an acceptable level for ventilation. The ground level is contextual to many of the storefronts within the warehouse district. North and East Facade: Similar to the west facade, the first level has a storefront design which provide access to the retail spaces. The screen has openings which are a modern take on the historical punched openings of the surrounding buildings. Behind the screen are larger windows which will allow light to penetrate through during daytime and artifical light to pass through during dark hours. The screen is a representation of hidden integration throughout the entire building.

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No.

Description

1 2 3 4

Context East Elevation 1" = 50'-0"

4/14/2014 9:04:23 AM

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Context North Elevation 1" = 50'-0"

Cleveland Warehouse District

B Community Wellness/ Tenant

Elevations All Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-200

A PN

Context West Elevation 1" = 50'-0"

Context South Elevation 1" = 50'-0"

Scale

1" = 50'-0"

Sheet Number

1" = 50'-0"

1 General Notes

F E.1

D B.1 D.1

Community Wellness/ Tenant

Design Intent:

The intent of our facade design was to Integrate the building with the Warehouse district contextually throughout the use of materials, and abstracted facade. The building height matches proposed buildings along the same block being just over 150' tall.

South Facade: The south facade was angled to face true south in order to maximize solar heat gain in a climate that is below the comfort zone for most of the year.

A-305

Level 12 Roof 160' - 0"

Level 11.5 157' - 6"

Level 11 Roof 150' - 0" Level 10.5 142' - 6" Level 10 135' - 0" Level 9.5 127' - 6" Level 9 120' - 0" Level 8.5 112' - 6"

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Level 8 105' - 0"

Structure Grid Beam System 97' - 6"

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Level 7 90' - 0"

No. 1 2 3 4

Level 6.5 82' - 6" Level 6 75' - 0"

4/14/2014 9:05:39 AM

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Level 5.5 67' - 6" Level 5 60' - 0" Level 4.5 52' - 6"

Cleveland Warehouse District

Level 4 45' - 0"

Community Wellness/ Tenant

Level 3.5 37' - 6"

Elevation North Level 3 30' - 0" Project number

Level 2.5 22' - 6" Level 2.0 15' - 0" 14' - 4 9/16"

40102- Project 1 Spring 2014

Date

Author

Drawn by

22' - 0"

Checked by

Checker

Revised

Checker

Level 1 Structural Grid 0' - 0"

A-201

A PN

North Elevation 1/16" = 1'-0"

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Community Wellness/ Tenant

A-302

S-000

A-304

A-303

South Facade: The south facade was angled to face true south in order to maximize solar heat gain in a climate that is below the comfort zone for most of the year.

3 P-000

2.1

1.1

A-301 E-002

Level 11.5 157' - 6"

Level 12 Roof 160' - 0" Level 11 Roof 150' - 0"

Level 10.5 142' - 6" Level 10 135' - 0" Level 9.5 127' - 6" Level 9 120' - 0" Level 8.5 112' - 6"

Structure Grid Beam System 97' - 6"

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Level 8 105' - 0"

Level 7 90' - 0"

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Level 6.5 82' - 6"

No.

Level 6 75' - 0"

1 2 3 4

Level 5.5 67' - 6"

4/14/2014 9:07:33 AM

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Level 5 60' - 0" Level 4.5 52' - 6" Level 4 45' - 0"

Cleveland Warehouse District

Level 3.5 37' - 6" Community Wellness/ Tenant

Level 3 30' - 0"

Elevation East

Level 2.5 22' - 6" Level 2.0 15' - 0"

Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by

Level 1 Structural Grid 0' - 0"

Checked by

Checker

Revised

Checker

A-202

A PN

East Elevation 1/16" = 1'-0"

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

E.1

Community Wellness/ Tenant

1 A-305

Level 12 Roof 160' - 0"

D.1 B.1 D

South Facade: The south facade was angled to face true south in order to maximize solar heat gain in a climate that is below the comfort zone for most of the year.

Level 12 Roof 160' - 0" Level 11.5 157' - 6"

Level 11 Roof 150' - 0"

Level 10.5 142' - 6" Level 10 135' - 0" Level 9.5 127' - 6" Level 9 120' - 0" Level 8.5 112' - 6" Level 8 105' - 0"

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Structure Grid Beam System 97' - 6"

Level 7 90' - 0"

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Level 6.5 82' - 6"

No. 1 2 3 4

Level 6 75' - 0" Level 5.5 67' - 6"

4/14/2014 9:08:36 AM

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Level 5 60' - 0" Level 4.5 52' - 6" Level 4 45' - 0"

Cleveland Warehouse District

Level 3.5 37' - 6"

Community Wellness/ Tenant

Level 3 30' - 0"

Elevation South Level 2.5 22' - 6" Project number

Level 2.0 15' - 0"

40102- Project 1 Spring 2014

Date

Author

Drawn by

Level 1 Structural Grid 0' - 0"

Checked by

Checker

Revised

Checker

A-203

A PN

South Elevation 1/16" = 1'-0"

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Community Wellness/ Tenant

1.1

Level 11.5 157' - 6"

2.1

South Facade: The south facade was angled to face true south in order to maximize solar heat gain in a climate that is below the comfort zone for most of the year.

Level 12 Roof 160' - 0" Level 11 Roof 150' - 0"

D Level 10.5 142' - 6"

Level 10 135' - 0" Level 9.5 127' - 6" Level 9 120' - 0" Level 8.5 112' - 6"

Structure Grid Beam System 97' - 6"

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Level 8 105' - 0"

Level 7 90' - 0"

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Level 6.5 82' - 6"

No. 1 2 3 4

Level 6 75' - 0" Level 5.5 67' - 6"

4/14/2014 9:09:41 AM

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Level 5 60' - 0" Level 4.5 52' - 6"

Level 4 45' - 0"

Cleveland Warehouse District

Level 3.5 37' - 6"

Community Wellness/ Tenant

Level 3 30' - 0"

Elevation West

Level 2.5 22' - 6" Level 2.0 15' - 0"

Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by

Level 1 Structural Grid 0' - 0"

Checked by

Checker

Revised

Checker

A-204

A PN TN

West Elevation 1/16" = 1'-0"

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Community Wellness/ Tenant

Section Cut Description:

D.1

1 A-305

F Tenant Levels

Wellness Levels

Level 12 Roof 160' - 0" Level 11.5 157' - 6"

Level 11 Roof 150' - 0" Level 10.5 142' - 6" Level 10 135' - 0"

This section cut depicts the relationship between the split floors. To the right of the stairs is the tenant space, and to the left is the wellness areas. The stairs are always accessable for emergency egress, meaning that the push bars will always allow someone to exit. On the wellness side the doors will always remain unlocked so that the tenants can use the wellness spaces. The doors on the tenant side will be locked from within the fire stairs so that the general public cannot access the tenant space. Security was a big issue in this regard. The stairs also serve as a solution to some of the lateral forces which act upon a building, however cross bracing is required for rotational stress. Ceiling cavities= 4'-0" Floor to floor hieght = 15'-0" Floor to Ceiling height= 11'-0"

Level 9.5 127' - 6"

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

4/14/2014 10:44:39 AM

Split Stairs

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

Level 9 120' - 0" Level 8.5 112' - 6" Level 8 105' - 0" Level 7.5 97' - 6"

James Lennon Andrew Foster

Level 7 90' - 0" Level 6.5 82' - 6"

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Level 6 75' - 0" Level 5.5 67' - 6"

No. 1 2 3 4

Level 5 60' - 0" Level 4.5 52' - 6"

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Level 4 45' - 0" Level 3.5 37' - 6" Level 3 30' - 0"

Cleveland Warehouse District

Level 2.5 22' - 6"

Level 2.0 15' - 0"

Level 1.0 0' - 0"

Section Key Plan 1 1/64" = 1'-0"

Community Wellness/ Tenant

Building Section Project number

Level 1.0 0' - 0"

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-301

A PN

Section with Stair Relationship 1/16" = 1'-0"

Scale

As indicated

Sheet Number

As indicated

1 General Notes

E.1 E

The importance of this section cut is to depict the relationship of the various spaces to the major atrium in the building. The right side of the building is interactive tenant space, and the left is wellness. The visual connections become apparent without the direct connection of being side by side. The atrium also helps with passively warming and cooling the building.

1 A-305

Atrium Tenant Levels

D.1 B.1 D C

Community Wellness/ Tenant

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

F Black and White Drawing Set

Level 12 Roof 160' - 0" Wellness Levels

Level 11.5 157' - 6"

4/14/2014 10:44:58 AM

Level 11 Roof 150' - 0" Electrical Consultant Jim Stadelman

Level 10.5 142' - 6"

D Level 10 135' - 0"

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

Level 9.5 127' - 6" Level 9 120' - 0"

Tenant Workspace Level 8.5 112' - 6"

Level 8 105' - 0"

James Lennon Andrew Foster

Level 7.5 97' - 6" Level 7 90' - 0"

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Level 6.5 82' - 6" Level 6 75' - 0"

No.

Level 5.5 67' - 6"

1 2 3 4

Level 5 60' - 0"

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Level 4.5 52' - 6" Level 4 45' - 0" Level 3.5 37' - 6"

Cleveland Warehouse District

Level 3 30' - 0"

Community Wellness/ Tenant

Level 2.5 22' - 6"

Section Key Plan 2 1/64" = 1'-0"

Level 2.0 15' - 0" Loading Dock/Service areas

Building Section Project number

Level 1.0 0' - 0"

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-302

A PN

Back Atrium w/ Interactive Office 1/16" = 1'-0"

Scale

As indicated

Sheet Number

As indicated

1 General Notes

E.1 Tenant Levels

Wellness Lounge

A-305

Sloped Ceilings (for views) Entrance Atrium

F Level 12 Roof 160' - 0"

C D B.1 D.1

Community Wellness/ Tenant

This building section depicts the sloped ceilings which provide stronger visual connections between the tenant half and the wellness half of the building. The entrance atrium is also shown which helps with heat gain and ventilation within the building.

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

A Wellness Level Black and White Drawing Set

4/14/2014 10:45:19 AM

Level 11.5 157' - 6" Level 11 Roof 150' - 0" Level 10.5 142' - 6"

Electrical Consultant Jim Stadelman

Level 10 135' - 0"

Level 7.5 97' - 6"

15' - 0"

Level 8.5 112' - 6"

Level 9 120' - 0"

11' - 0" 4' - 0"

Level 9.5 127' - 6"

Level 8 105' - 0"

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Level 7 90' - 0"

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Level 6.5 82' - 6" Level 6 75' - 0"

No.

Level 5.5 67' - 6"

1 2 3 4

Level 5 60' - 0"

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Level 4.5 52' - 6" Level 4 45' - 0" Level 3.5 37' - 6" Level 3 30' - 0"

Section Key Plan 3 2 1/64" = 1'-0"

Level 2.5 22' - 6"

Cleveland Warehouse District

Community Wellness/ Tenant

Level 2.0 15' - 0"

Building Section Project number

Level 1.0 0' - 0"

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-303

A PN

Atrium/ Interactive Wellness Relationship 1/16" = 1'-0"

Scale

As indicated

Sheet Number

As indicated

1 General Notes

E.1 Central Light Well ( screened)

This building section depicts the central core in the middle floor split, which creates a unique experience within the building. Incorporatiing the screen into this light shaft spaces will create unique shadows when the light shines through the light well. This will create unique lighting experiences and views, signifying the central spot where tenant and wellness meet. On the first floor, the light well reaches the secure tenant entry creating a sense of arrival and orientation. No matter where in the building someone may be, the Screened Light well will serve as a device of direction.

A-305

Elevator Shaft

F Level 12 Roof 160' - 0" Level 11.5 157' - 6" Facade Windows

B.1

Community Wellness/ Tenant

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

Wind belt/ screened balcony

4/14/2014 10:46:06 AM

Level 11 Roof 150' - 0" Level 10.5 142' - 6"

Electrical Consultant Jim Stadelman

Level 10 135' - 0" Screened Facade

Level 9.5 127' - 6"

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

Level 9 120' - 0" Level 8.5 112' - 6" Level 8 105' - 0"

James Lennon Andrew Foster

Level 7.5 97' - 6" Level 7 90' - 0"

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Level 6.5 82' - 6" Level 6 75' - 0"

No.

Level 5.5 67' - 6"

1 2 3 4

Level 5 60' - 0"

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Level 4.5 52' - 6" Level 4 45' - 0" Level 3.5 37' - 6" Cleveland Warehouse District

Level 3 30' - 0"

B Level 2.5 22' - 6"

Section Key Plan 4 2 1/64" = 1'-0"

Level 2.0 15' - 0"

Community Wellness/ Tenant

Building Section Project number

Level 1.0 0' - 0"

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-304

A PN

Central Building Light Well 1/16" = 1'-0"

Scale

As indicated

Sheet Number

As indicated

1 General Notes

Tenant two story space The building section shown is a longitudinal section, showing the overall length of the building. It also shows that the buildng is constructed using standard floor plates on each side of the split.

Tenant Floor

E 1

A-303

A-304

S-000

A-302

Community Wellness/ Tenant

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

1 A-301

Level 11.5 157' - 6"

Black and White Drawing Set

Level 12 Roof 160' - 0"

Level 10.5 142' - 6"

4/14/2014 10:46:22 AM

Level 11 Roof 150' - 0" Electrical Consultant Jim Stadelman

Level 10 135' - 0" Level 9.5 127' - 6"

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

Level 9 120' - 0" Level 8.5 112' - 6" Level 8 105' - 0" Level 7.5 97' - 6"

James Lennon Andrew Foster

Level 7 90' - 0" Level 6.5 82' - 6"

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Level 6 75' - 0" Level 5.5 67' - 6"

No. 1 2 3 4

Level 5 60' - 0" Level 4.5 52' - 6"

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Level 4 45' - 0" Level 3.5 37' - 6" Level 3 30' - 0"

Cleveland Warehouse District

Level 2.5 22' - 6"

Community Wellness/ Tenant

Level 2.0 15' - 0"

Level 1.0 0' - 0"

Buidling Section Project number

Level 1.0 0' - 0"

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-305

A PN

Longitudinal showing Alternating Tenant Inc. 1/16" = 1'-0"

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

Community Wellness/ Tenant

E Level 9.5

Building Drawing Set

E Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Level 9

Level 8.5

4/14/2014 12:44:25 PM

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

ATRIUM James Lennon Andrew Foster C Level 7.5

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Level 7

DETAIL 1 Cleveland Warehouse District

B Community Wellness/ Tenant

Integrated Wall Section Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-310

Wall Section Key Plan 1" = 40'-0"

Scale

1" = 40'-0"

Sheet Number

1" = 40'-0"

Community Wellness/ Tenant

E Building Drawing Set

E Level 9

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

4/14/2014 12:44:35 PM

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

D Level 8

Consultant Address Address Phone Fax e-mail

James Lennon Andrew Foster C

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Level 7

No.

Description

1 2 3 4

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

B Community Wellness/ Tenant

Wall Section Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-311

A 1

Wall Section Key Plan 2 1" = 40'-0"

Scale

1" = 40'-0"

Sheet Number

1" = 40'-0"

1 General Notes

Conference Room

Print Area/ File Storage

Kitchenette/ Coffee Bar

Break Room

Presentation/ Meeting Space

D Tenant Standard Relaxed Workspace

Open to Below

Tenant Open Work Space Open to Below

C Wellness Lounge

The floor plan consists of two different floors due to the split nature of the building. The top section is reserved for tenant spacing and the Bottom half is reserved for Wellness based on the different age groups and classifications of Holistic Wellness. The integrated space showcases the interactive layout between the building's prime tenant, the Prevention Institute, and the Cleveland community. The tenant space layout acts as a gradient from more private work areas to flexible work lounges with views of the wellness center below. The split nature of the building allows the tenants to get a glimpse of the wellness activities a half level below each tenant floor. The east side of the building houses the more intimate work spaces which transforms into a more relaxed work environment as it gets closer to the other half of the building. Open work areas with a studio like feel are provided to encourage increased productivity and interaction. This way the views and experience exchanged between the community and the community driven Prevention Institute are maximized. By making use of the split core, workers only have to walk a half level down to experience a workers getaway section of the building which integrates with the adult focused wellness services. The wellness aspect of the integrative spaces house areas for massages, spiritual meditation rooms along with yoga spaces and career workshops. Tenants will find it easy to escape from their busy work days and have an area to relax to help boost work production and moral. Instead of being cut off from the outside world, workers will have the opportunity to integrate themselves with the community and create multiple varying experiences with every work day.

Community Wellness/ Tenant

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Open to Below

4/14/2014 12:38:15 PM

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Flex Fitness Area

Cleveland Warehouse District

Family Wellness Classroom

B Massage Rooms

Meditation Rooms

Meditation Balcony

Community Wellness/ Tenant

Integrated Floor Furniture Plan Project number

Furniture Level 7.5 1 1/16" = 1'-0"

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-511

A PN TN

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Daylighting:

Community Wellness/ Tenant

Ashrae LPD information: Office- 0.90 Retail- 1.40 Library-1.18

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Interior LPD Factor:0.95 IES VE Results: Location: Cleveland Hopkins Intl Airport, Ohio (41.50 N, 81.70 W ) Calculated: 13 Apr 2014 at 11:36 PM Sky Model: CIE Standard Overcast Sky

Black and White Drawing Set

The core and hallways surrounding the core have the least amount of daylighting. The use of windows and glazing in these spaces allows more daylight to infiltrate these spaces, however there is not enough to meet ASHRAE guidelines, which requires more lighting.

10' - 10"

Natural Daylighting on the West Facade of the Builidng allows those spaces to be sufficiently light without the help from artificial lighting. The screened wall reduces the amount of direct light, in order to maintain a comfortable level of lighting for the required tasks within.

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

This same idea of direct vs. indirect daylighting is also applied to the tenant spaces, but to a smaller scale.

Fixture Choices: 120V 8" incandecent recessed can lights 120V energy efficient troffer lights with two bulbs

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Level 7 1/16" = 1'-0"

4/14/2014 12:38:46 PM

Area Average Daylight Factor- 22% Area Average Illumination - 249.2 fc

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Lighting Arrangement The lighting arrangement responds to the activities held within each space. more active open spaces recieve the larger troffer lights for increased lighting and work productivity. Smaller reccessed can fixtures are placed in the more intimate areas to provide a relaxing atmosphere for meditation, theraputic and spiritual areas. The mixture of these two settings creates a dynamic experience from active to cool down areas that reflect the transition implemented in builidng section, envelope and occupants.

Cleveland Warehouse District

Community Wellness/ Tenant

Integrated Cieling Plan/ Lighting Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-512

A PN TN

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Community Wellness/ Tenant

The structural integration into the overall completed floor plan is important to building organization and design. The Beams and girders are hidden within the floor cavity between the bottom of the Deck system and above the cieling plane, allowing these to be completely hidden from view.

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

The Beams however are visible throughout the system. By utilizing the Beams to organize some of the spaces provided a more integrated space. There are some instances where the beams are obvious such as in the atrium spaces and so on, however within the heavily programmed areas, they are integrated in and along walls in order to provide a more seamless experience to the people who use this space every day. The Core of the building such as the fire stair and elevator shaft walls are made from concrete, allowing the steel system to be bolted to it. This reduces the amount of steel needed in the project, while also providing an anchor for the steel to rest upon.

Black and White Drawing Set

4/14/2014 12:39:02 PM

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

Please refer to structural notes for details and information

James Lennon Andrew Foster C

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

B Community Wellness/ Tenant

Integrated Structure Plan

Structural Integration Level 7.5 1/16" = 1'-0"

Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-514

A PN TN

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Please Refer to Mechanical Plans for Details and information

Community Wellness/ Tenant

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

4/14/2014 12:39:17 PM

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster C

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

B Community Wellness/ Tenant

Integrated Mechanical Plan Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by

Integrated Mechanical Level 7.5 1/16" = 1'-0"

Checked by

Checker

Revised

Checker

A-515

A PN TN

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Community Wellness/ Tenant

Troffer Lighting Incand. Lighting

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

Plumbing Stack

Wet Wall

Girder

Beam

Electrical Wind belts attached to the building facade help generate energy which helps cut down electrical loads. Solar panels attached to the roof supply additonal help in reducing electrical usage. With high efficiency fixtures and energy generation techniques, the electrical system can push towards self sufficiency.

C 1

4000k Iso

Ceiling Level Systems Coordination

Plumbing

Physical Coordination: Visual Coordination:

Mechanical: The mechanical system works physically with the rest of the building because it is hidden, the mechanical room serves as the prime space that powers. Smaller air handeling units are placed every other floor to reduce the size of mechanical occupancy on each level. To tie in with the concept, the core that serves as main access for each occupant type of the building supplies the other half of the building with heating in cooling. As a result, the tenant core serves the wellness and the wellness core serves the tenant spaces. This cross distribution includes the mechanical system as part of the integration between the prime tenant and the community. Electrical: The electrical system physically is is located throughout the entire building. The roof supplies power to the pv panels which generate electricity. The wind belts physically move with the wind, generating electricity as well. The main units are located along the back alley on the first service floor of the building. These work with other systems in that they move across and up the building as other systems do. Electricity powers the mechanical system, helps to heat the plumbing. Plumbing: The plumbing system integrates between all aspects of the building not just the restrooms. Solar hot water placed on the roof, green roofs and cisterns for stormwater management and hot water boilers to provide heat in the cooler periods make water an important aspect of how the building functions as a whole. Structural: Structure is what physically holds up the building, and allows other systems to reach where they need to go. Wet columns provide roof drainage, while the solid cores create spaces direct access for the rest of the systems to move vertically across the building.

Performance Integration Mechanical The variable air volume system provides ideal comfort to the varying space requirements in the building. With a wide range of services to every unique member of the communit, thermal comfort may vary largely from one space to another. The VAV system allows these spaces to recieve optimal comfort while multiple smaller air handling units and efficient boilers, chillers, and DOAS systems keep energy use to a minimum. Thermal zoning was taken into great consideration based on placement, occupation, and orientation to ensure that each zone was getting the required amount of conditioned air without over or under supplying them.

Column

Water Retention

Mechanical The mechanical system visually coordinates itself into the buildings footprint by staying out of the occupants view. Large components are split up every other level to provide more openness and flexibility to design. Electrical Main components are placed out of the publics way in the service area. Lines are directed through the core and walls to prevent users from being visually distracted by electrical lines. Wind belts placed on the facade create a visually appealing rythem to the folds on the main view of the building from the street. The wind belt's sleak design masks the fact that they are there for electrical generation, transforming them into a component of a larger, aesthetically pleasing envelope system. Plumbing The plumbing system is hidden from the publics view while simutaneously working to provide the building needs. Major components are placed on the roof or underground to allow for a stealth opporation out of the eyes of the user. Structural The unique structure of the building provides ideal interior and exterior conditions for interaction and views. The split nature of the building allows the community driven prime tenant to integrate itself within the community with a few short steps. By dividing the overall footprint into two separate areas, the tenant and the community are allowed to become closer. The split building structure provides ease of access for the tenant to shift in and out of the workplace and into the community, strengthening their values and goals. While in the work place, the split building allows for constant or controlled views in to the community providing needed interaction.

4/14/2014 12:26:34 PM

Plumbing Various systems tied in the plumbing plan integrates water into the majority of the building layout. Outdoor roof gardens and decks provide areas for stormwater catchment which is collected in an underground system for non potable use. This greatly cuts down the off site water supply used for toilet flushing and other uses. Solar hot water on the roof can take a load off of water heater and boiler system which may tie into the mechanical system. This works to help supply hot water to sinks while simutaneously taking some of the electrical load that the boiler system needs. Structural The structural organization responds to the folding of the front facade, where much of the passive gains and electrical energy comes from. The structure is innovative because of the security it provides to the split level design, as well as harboring specific systems to each designated use of the building.

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Community Wellness/ Tenant

4000k General Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-520 PN TN

Scale

Sheet Number

1 General Notes

Integration (3things Marks talked about)

Community Wellness/ Tenant

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Room A: Flexible Fitness and Massage Rooms Sq. Ft. -2258 Room B: Meditation and Zen Recovery Garden Room Sq. Ft. -848

4/14/2014 12:50:08 PM

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

A B James Lennon Andrew Foster C

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No.

4000k Plan

Electrical Integration

Plumbing Integration

Lighting Fixture Count: Troffer- 22 Incandescent- 15 Receptical Count- 30 @180 watts each Calculation: 30(180) watts = 1.78(208)(I) I = 14.08 Amps Minimum Panel Size is 14.08 Amps

Plumbing interacts with almost every aspect of the building's performance from life safety to stormwater management. Energy efficient methods such as solar hot water and and underground cistern to hold stormwater for non potable use helps aid other building systems such as the electrical hot water boiler for mechanical. Garden roofs and decks provide additional plumbing integration by collecting stormwater while providing interactive spaces for the occupants.

1 2 3 4

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

B Community Wellness/ Tenant

Mechanical Integration

4000k Integrated Systems

Structural Integration

Project number

The mechanical system was chosen to supply varying airflow to the varying zones of the building. The VAV system responds to the changing spatial conditons of the wellness and the orientation of the offices. The wellness spaces can house services ranging from high active fitness spaces to relaxing meditation rooms. These areas require different air pressures and the VAV system is the most reasonable choice to accomodate these needs. Along with thermal integration, the placement of mechanical components reflects the overall concept of the tenants integrating with the community by using the split core system to alternate air supply with circulation. This is conducted by having the main tenant core supply the wellness with air and the main wellness core supply the tenant with air.

The split nature of the structre reflects the overall concept of the building by providing interactive spaces through views between the tenant and the community. This idea is further articulated by having folding exterior walls that shift in and out of the community, creating outdoor spaces and establishing a high activity feel to the community.

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

A-521 PN TN

Scale

Sheet Number

Mechanical Drawing Set E

M-000 M-001 M-002 M-003 M-004 M-005 M-006

Mechanical General Mechanical Zoning Mechanical Components Mechanical Riser and Details Mechanical Distribution Plans Mechanical Roof Plan Mechanical System Integration

Single Duct Variable Air Volume w/ Reheat (VAV)

The Single Duct VAV system will provide reliablity and flexibility to the building's unique design. The split nature of the design requires the airflow to be supplied to different zones based on its specific thermal needs. The VAV system will deliver the primary air at a constant temperature and varies the airflow to maintain the desired space temperatrue during all load conditions. This system will provide the different thermal zones with complete control over the air flow and temperature depending on the needs of the zone. Advantages of a VAV system is the potential part-load energy savings. Contributing to this is the air volume reduction, creating an opportunity to reduce fan energy required for air movement. In addition, the reduced airflow across the cooling coil causes the refrigeration system to decrease production in order to stabilize the initial air temperature. This causes a reduction in refrigeration energy compared to full load performance. The most important benefit provided by the VAV system is the cost effectiveness of providing increased thermal comfort. By using one air handling unit (AHU) supplying multiple VAV boxes, the system allows occupants to adjust the temperature based on their comfort needs. This is crucial for this design since this building will host many services to a diverse community with special needs for each type of occupant. It also allows spaces exposed to unwanted solar heat gain to adjust to a cooler temperature while spaces out of direct sunlight to maintain a comfortable temperature and not be overcooled or overheated.

Baseline Performance Data

Boiler Sizing Total Heating Load 3,011,600

Btu/h - kW x 0.0029

kW 882.6

Chiller Sizing Total Cooling Load 4,400,500

Btu/h - Tons x 8.33x10^-5

Tons 336.7

1 Community Wellness/ Tenant

ASHRAE 189.1 & 90.1 - Climate Information

Building Floor Area (exclude core) Building Volume Heating Loads: Total room plant load Total central plant load

125,038 ft^2 2,686,096 ft^3 2,952.1 kBtu/h 3,115.4 kBtu/h 17Btu/h x ft^2

Cooling Loads: Total room plant load Total central plant load

3,075 kBtu/h 3,417 kBtu/h 21Btu/h x ft^2

Total room air flows Design EUI Total carbon dioxide emissions

Climate Zone: Weather Location:

5A - Cleveland, Ohio Cleveland Hopkins Intl Airport, Ohio

Climate Design Data: Latitude: Longitude: Elevation: HDD65: CDD50:

41.42N 81.87W 770 ft. 6201 2755

Heating Design Temp: Cooling Design Temp: Dry Bulb Wet Bulb

101,229 cfm 65kBTU/ft^2 3,098,937lb/CO2

Minimum Envelope Values: 7.4.2.1 Building Envelope Requirements. The building envelope shall comply with the requirements Tables A-5 in Normative Appendix A. These Requirements supersede the requirements in Tables 5.5-1 to 5.5-8 of ASHRAE/IESNA Standard 90.1. Minimum Roof Values: 7.4.2.2 Roof Insulation. Roofs shall comply with the provisions of 5.3.2.3 and Table A-5 of this Standard. Section 5.5.3.1.1 of ASHRAE/IESNA Standard 90.1 and Table 5.5.3.1 of ASHRAE/IESNA Standard 90.1 shall not apply. (Table G3.1.1A) Baseline HVAC Recommendation: Non Residential > 5 Floors: System 7 – VAV w/ Reheat Electric/Other: System 8 – VAV w/ PFP Boxes

1 1.0% 1.0%

Minimum Future Energy Generation: ≥ 10.0 kBtu/ft^2 x Roof Area

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Final Design Performance Data Building Floor Area (exclude core) Heating Loads: Total Room Plant Load Total Central Plant Load Cooling Loads: Total Room Plant Loads Total Central Plant Loads Total room air flows Design EUI Total Carbon Dioxide Emissions

Room Condition Loads 119,947 ft^2 2,407.5 kBtu/h 3,011.6 kBtu/h 24 Btu/h*ft^2 4,304.3 kBtu/h 4,400.5 kBtu/h 27 Btu/h*ft^2 87,887.9 cfm 56 kBTU/ft^2 2,094,702.8 lbCO2

Zone

NetArea (SF)

Total First Level North Atrium South Atrium Level 2 Wellness Level 3 Wellness Level 4 Wellness Level 5 Wellness Level 6 Wellness Level 7 Wellness Level 8 Wellness Level 9 Wellness Level 10 Wellness Level 2.5 Tenant Level 3.5 Tenant Level 4.5 Tenant Level 5.5 Tenant Level 6.5 Tenant Level 7.5 Tenant Level 8.5 Tanant Level 9.5 Tenant Level 10.5 Tenant Building Total

Occupant Load

Sensible Load (Btu/h)

Supply Airflow (cfm)

Outside Airflow (cfm)

450

258,232 9,153 9,185 61,652 40,318 95,642 114,658 26,434 103,909 99,901 116,081 113,072 78,100 87,020 83,188 87,628 80,309 34,921 81,842 94,587 90,419 1,508,519

14,374.6 363.8 365 3,757 4,552 5,828.3 6,706.7 5,979.2 6,058.9 6,087.8 6,741.10 6,413 3,659.5 3,964.40 3,802 3,985.90 3,670.4 3,873.5 3,649.3 4,298.10 4132.5 87,887.9

1,556.6 20.5 42.8 588.8 432.4 1,167.80 1,246.2 341 1,135.50 340.6 355.9 349.2 351.3 443.8 394.2 448.5 394.2 447 394.6 427.8 375.1 9,697.2

15,173 347 725 5,613 5,354 4,765 5,356 4,765 4,909 4,302 5,279 4,690 6,142 7,205 6,142 7,205 6,142 7,205 6,142 7,205 5,281 119,947

160 150 136 107 95 63 57 52 47 98 72 61 72 61 72 61 72 52 1,938

Month

Heating (Boilers)

Cooling (Chillers)

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total

378.1 314.2 217.6 112.3 70.1 55.7 57.3 57.4 60.1 89.4 148.9 295.9 1,856.80

18 16.3 34.1 61.3 120.4 191.6 217.2 204.2 148.1 92.5 49.9 25 1,178.60

Fans, Pumps and Controls 150.6 136.1 157.3 163.9 192.9 217.6 232.8 227.4 199.7 181.4 159.2 153.5 2,172.30

Lights 183.5 165.8 183.5 177.6 183.5 177.6 183.5 183.5 177.6 183.5 177.6 183.5 2,160.80

Equipment

Month

System (boilers, chillers, etc.)

68.8 62.1 68.8 66.6 68.8 66.6 68.8 68.8 66.6 68.8 66.6 68.8 810

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total

120,897.10 106,043.60 112,569.00 115,780.40 150,996.10 193,129.30 211,864.80 203,504.50 165,594.80 135,286.10 112,683.40 115,808.40 1,744,157.50

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No.

Description

1 2 3 4

Iteration 1 Iteration 2 Iteration 3 Final Drawing

Date 3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Carbon Dioxide Total Carbon Dioxide Emissions = 3,098,937.8 lbCO2

Building Systems Energy (Mbtu) Total Yearly Energy Consumption per Floor Area = 65.4 kBtu/ft^2

4/14/2014 10:12:24 AM

Lights

Equipment

83,689.50 75,590.50 83,689.50 80,989.80 83,689.50 80,989.80 83,689.50 83,689.50 80,989.80 83,689.50 80,989.80 83,689.50 985,375.90

31,374.10 28,337.80 31,374.10 30,362.00 31,374.10 30,362.00 31,374.10 31,374.10 30,362.00 31,374.10 30,362.00 31,374.10 369,404.20

Community Wellness/ Tenant

Mechanical General Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

M-000 Scale

Sheet Number

Mechanical Drawing Set E

M-000 M-001 M-002 M-003 M-004 M-005 M-006

Mechanical General Mechanical Zoning Mechanical Components Mechanical Riser and Details Mechanical Distribution Plans Mechanical Roof Plan Mechanical System Integration

Single Duct Variable Air Volume w/ Reheat (VAV)

Baseline Performance Data

Boiler Sizing Total Heating Load 3,011,600

Btu/h - kW x 0.0029

kW 882.6

Chiller Sizing Total Cooling Load 4,400,500

Btu/h - Tons x 8.33x10^-5

Tons 336.7

1 Community Wellness/ Tenant

ASHRAE 189.1 & 90.1 - Climate Information

Building Floor Area (exclude core) Building Volume Heating Loads: Total room plant load Total central plant load

125,038 ft^2 2,686,096 ft^3 2,952.1 kBtu/h 3,115.4 kBtu/h 17Btu/h x ft^2

Cooling Loads: Total room plant load Total central plant load

3,075 kBtu/h 3,417 kBtu/h 21Btu/h x ft^2

Total room air flows Design EUI Total carbon dioxide emissions

Climate Zone: Weather Location:

5A - Cleveland, Ohio Cleveland Hopkins Intl Airport, Ohio

Climate Design Data: Latitude: Longitude: Elevation: HDD65: CDD50:

41.42N 81.87W 770 ft. 6201 2755

Heating Design Temp: Cooling Design Temp: Dry Bulb Wet Bulb

101,229 cfm 65kBTU/ft^2 3,098,937lb/CO2

1 1.0% 1.0%

Minimum Future Energy Generation: ≥ 10.0 kBtu/ft^2 x Roof Area

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Room Condition Loads 119,947 ft^2 2,407.5 kBtu/h 3,011.6 kBtu/h 24 Btu/h*ft^2 4,304.3 kBtu/h 4,400.5 kBtu/h 27 Btu/h*ft^2 87,887.9 cfm 56 kBTU/ft^2 2,094,702.8 lbCO2

Zone

NetArea (SF)

Occupant Load

Sensible Load (Btu/h)

Supply Airflow (cfm)

Outside Airflow (cfm)

450

258,232 9,153 9,185 61,652 40,318 95,642 114,658 26,434 103,909 99,901 116,081 113,072 78,100 87,020 83,188 87,628 80,309 34,921 81,842 94,587 90,419 1,508,519

14,374.6 363.8 365 3,757 4,552 5,828.3 6,706.7 5,979.2 6,058.9 6,087.8 6,741.10 6,413 3,659.5 3,964.40 3,802 3,985.90 3,670.4 3,873.5 3,649.3 4,298.10 4132.5 87,887.9

1,556.6 20.5 42.8 588.8 432.4 1,167.80 1,246.2 341 1,135.50 340.6 355.9 349.2 351.3 443.8 394.2 448.5 394.2 447 394.6 427.8 375.1 9,697.2

15,173 347 725 5,613 5,354 4,765 5,356 4,765 4,909 4,302 5,279 4,690 6,142 7,205 6,142 7,205 6,142 7,205 6,142 7,205 5,281 119,947

160 150 136 107 95 63 57 52 47 98 72 61 72 61 72 61 72 52 1,938

Month

Heating (Boilers)

Cooling (Chillers)

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total

378.1 314.2 217.6 112.3 70.1 55.7 57.3 57.4 60.1 89.4 148.9 295.9 1,856.80

18 16.3 34.1 61.3 120.4 191.6 217.2 204.2 148.1 92.5 49.9 25 1,178.60

Fans, Pumps and Controls 150.6 136.1 157.3 163.9 192.9 217.6 232.8 227.4 199.7 181.4 159.2 153.5 2,172.30

Lights 183.5 165.8 183.5 177.6 183.5 177.6 183.5 183.5 177.6 183.5 177.6 183.5 2,160.80

Equipment

Month

System (boilers, chillers, etc.)

68.8 62.1 68.8 66.6 68.8 66.6 68.8 68.8 66.6 68.8 66.6 68.8 810

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total

120,897.10 106,043.60 112,569.00 115,780.40 150,996.10 193,129.30 211,864.80 203,504.50 165,594.80 135,286.10 112,683.40 115,808.40 1,744,157.50

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No.

Description

1 2 3 4

Iteration 1 Iteration 2 Iteration 3 Final Drawing

Date 3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Carbon Dioxide Total Carbon Dioxide Emissions = 3,098,937.8 lbCO2

Building Systems Energy (Mbtu) Total Yearly Energy Consumption per Floor Area = 65.4 kBtu/ft^2

4/14/2014 10:05:14 AM

Lights

Equipment

83,689.50 75,590.50 83,689.50 80,989.80 83,689.50 80,989.80 83,689.50 83,689.50 80,989.80 83,689.50 80,989.80 83,689.50 985,375.90

31,374.10 28,337.80 31,374.10 30,362.00 31,374.10 30,362.00 31,374.10 31,374.10 30,362.00 31,374.10 30,362.00 31,374.10 369,404.20

Community Wellness/ Tenant

Mechanical General Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

M-000 Scale

Sheet Number

1 Community Wellness/ Tenant

Thermal Zoning Level 1 Zoning The first floor is divided into public areas, retail spaces and a section for service, electrical and mechanical. The zones are further articulated to account for each space's thermal needs. The total first floor composes of a main lobby and event space, a cafe, two retail areas and areas for loading, storage, systems and fire control. Retail spaces are located on the northern elevation of the building while the lobby and cafe are located towards the western end. The service area is tucked behind these spaces towards the eastern end of the floor plan. The cooresponding table accounts for total square footage, occupancy loads and required cfm. The cfm values are used to determine the most adequate air handler unit to keep the spaces at the most efficient thermal comfort levels.

Zone 5

Zone

Description

Area (SF)

1 2 3 4 5 6

Main Lobby Cafe Tenant Lobby Service Retail 1 Retail 2

2,729 3,844 511 2,000 1,314 1,166

8,236 2,972 787 1000 818 800

15,173

14,374

Total

Occupany

Zone 4

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Req cfm Zone 6 B

Zone 3 UP

C B

AHU AHU

Black and White Drawing Set Zone 1 Zone 2

Electrical Consultant Jim Stadelman

M - Level 1 1 1/32" = 1'-0"

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

Level 5-5.5 Zoning

The second thermal zoning plan shown is an example of the floors that house the two story lounge spaces for wellness and tenant occupancies. Wellness and tenant floors are staggered in section so the floor plates are offset from eachother by 7' - 6". This layout requires 2 mechanical shafts located both core elements. Air handler units will account for two half floors (i.e. Tenant levels 2.5 and 3.5). Zones 1-4 and 10 make up the wellness spaces which generally require higher air flows due to the increase activity and use of space. The spaces will house a variety of wellness services from reading areas, to high activity fitness spaces to theraputic rehabilitation spaces. Zones 6-9 account for the tenant space. These zones are indicated by larger office areas located on different orientations of the building (i.e. Zone 9 office is located on the northern end while the two story zone 6 has southern exposure). These zones will have their own individual VAV units to allow occupants to control the temperature based off of electrical, occupant and solar loads. Zones 1 and 5 account for the atrium spaces.

4/14/2014 10:12:42 AM

Zone

Description

Area (SF)

Occupany

Atrium

535

364

2 3 4 5

Wellness Lounge Wellness Wellness Wellness

589 1,960 1,495 1,357

900 2,206 1,800 1,800

Zone 8

Req cfm

Zone 7

Zone 9

Zone 6

James Lennon Andrew Foster

Zone 5 AHU AHU

Total

5,356

6,706 Zone 10

Atrium

550

365

7 8 9 10

Office Lounge Office Office Office

Total

1,063 2,224 2,563 1,355

505 1,200 1,180 1,100

7,205

3,985

Zone 4

Zone 2

Zone 1

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No.

Zone 3

1 2 3 4

M - Level 5.5 1/32" = 1'-0"

Description Iteration 1 Iteration 2 Iteration 3 Final Drawing

Date 3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Zone 5

Level 6-6.5 Zoning

Community Wellness/ Tenant

The zoning plan for floors similar to 6 and 6.5 account for wellness and tenant spaces without two story lounge areas (every other floor). These zones will have similar uses as the zones in the plan above. The reduced square footage of these floors allow a single air handler unit to account for two floors, reducing equipment and opporating costs.

Zone

Description

Area (SF)

1 2 3

Wellness Wellness Wellness

1,960 1,495 1,357

Zone 4

Req cfm 2,206 1,800 1,800

Mechanical Zoning Zone 6 AHU

Total 4 5 6 Total

Occupany

Office Office Office

4,765

5,806

2,223 2,563 1,355

1,200 1,180 1,100

6,142

3,670

Project number AHU

40102- Project 1 Spring 2014

Date

Author

Drawn by

Zone 3

Zone 1

Checked by

Checker

Revised

Checker

Zone 2

M-001

M - Level 6.5 3 1/32" = 1'-0" Scale

1/32" = 1'-0"

Sheet Number

1/32" = 1'-0"

HVAC Components

Mechanical Equipment E

Component

Description

Boiler

Reimers HLR900 HLR900 Hot Water Boiler Series

3,070,800 BTU/H (900 KW)

Chiller

TRANE Series R Helical Rotary Liquid Chiller

375 - 450 Tons (50 Hz)

Air Handler Unit

TRANE Packaged Climate Changer Air Handler

30 17

VAV Box

12 16

Capacity

15,000 cfm 8,500 cfm 2,000 cfm 4,000 cfm

Load 2,179,400 BTU/H (855.85 KW)

Dimensions (lxwxh)

Units/Floor

6.2'x5'x4.6'

1 - First Floor

Total Units 1

336.7 Tons

12.1'x5.6x6.5'

2 - First Floor

8,309 - 12829 cfm 7,543-7,948 cfm

7.6'x6'x5' 6.5'x5.5'x4.5'

1 Every Other 1 Every Other

5 4

Up to 2,000 Up to 4,000

2'x3.4'x1.8' 2'x3.4'x1.8'

Determine by level

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

30-40

VeriTrane Single Duct VAV Box (VCWF)

Trane Packaged Climate Changer Air Handler The Trane Packaged Climate Changer air handler ranks as one of the most cost-effective packaged units that meet industry and indoor air quality requirements. These systems work perfectly in office buildings and healthcare facilites that require design flexibility and reduced floor space conditions. This unit is capable of running constant or variable air volume systems, but in this design it will be supplying variable units. This AHU meets ASHRAE Standard 62 requirements by use of features which include a double wall section, cleanable unit interiors and sloped drain pans.

VariTRANE Single Duct VAV Box

Size

Community Wellness/ Tenant

4/14/2014 10:12:54 AM

The Trane Packaged Climate Changer is available in both a horizontal and vertical configurations with a variety of discharge arrangements. Horizontal units may be either floor mounted or ceiling suspended using threaded rods. Vertical units are typically floor mounted. The flexibility of installation provides a perfect opportunity to place these units in tighter spaces. The units range from 1000 18,000 cfm. A 8,500 cfm unit will be applied to office space while 15,000 cfm units will be applied elsewhere.

The single duct VAV terminal unit controls the volumetric flow of supply air to the space maintaining the zone temperature set point. Terminal reheat hot water coils will provide heat to the space while the fan unit supplies cool air. The VariTrane Units are AHRI certified and provides pressure drop, flow and acoustical performance. The single-duct unit will provide an economical energy savings solution to the varying comfort needs of the building program.

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

The units are available from 225-4000 cfm. Size 12 units will be used to condition the tenant spaces while the larger 16 units will provide air to wellness spaces as well as the first level. The ability for the single-duct unit to handel hot and cold air simutaneously boosts energy efficience and reduces duct work. Versitile outlet configurations on the VAV unit provides design flexibility which benefits the irregular form of the building design.

All images courtesy of TRANE

Reimers HLR900 Hot Water Boiler Series

Trane Series R Helical Rotary Liquid Chiller

The HLR900 Hot Water Boiler is an electric unit that is avaiable from 6000 to 9000 volts. For this design, a 9000 volt unit is needed to meet the heating needs of the building. The maximum pressure is 150 psf and the Maximum Temperature is 250 F. 2 boiler units will be installed so ensure functionality incase of a failer. Energy generation techniques will aid in powering these units to decrease electrical energy usage.

The Trane Series R Helical Rotary Liquid Chiller provides chilled water both comfort and industrial cooling systems. The units are engineered for lower life cycle costs and reliability through design simplicity. The chiller uses a direct drive, low speed configuration with only two rotating parts for high reliability and efficiency. Optimized compressor parts are designed specifically for chilled water applications to optimize full and part-load efficiency. The microprocessor provides greater reliability through a proactive control strategy. The series R chiller is perfect for tight temperature control under widely varying loads. The unit ranges from 175-450 tons. All units provide ease of installation and can fit through standard width double door.

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No.

Description

1 2 3 4

Iteration 1 Iteration 2 Iteration 3 Final Drawing

Date 3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Community Wellness/ Tenant

Mechanical Components Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

M-002

A Scale

Sheet Number

1 Community Wellness/ Tenant

Mechanical Riser Section Through Shaft 1

Vertical Distribution E

Main Mechanical Room Mechanical Shaft 2

Mechanical Shaft 1

Air Handeling Units are placed every other floor to provide sufficient air flow based on required cfm. The staggered nature of the building requires two distince mechanical shafts which supply the air to these units. Each shaft supplies the side of the building opposite to which the core is intended. For example the wellness core serves the tenant spaces and visa versa. Two DOAS systems supply the building with needed outside air flow while boilers and chillers supply the air handlers with the needed water for heating and cooling. The air handler units distribute air to VAV boxes which supply air to diffusers. Air handler units provide the necessary airflow to floors that require similar cfm to avoid unused energy and air.

DOAS

Mechanical Key Plan 1/32" = 1'-0"

The most important benefit provided by the VAV system is the cost effectiveness of providing increased thermal comfort. By using one air handling unit (AHU) supplying multiple VAV boxes, the system allows occupants to adjust the temperature based on their comfort needs. This is crucial for this design since this building will host many services to a diverse community with special needs for each type of occupant. It also allows spaces exposed to unwanted solar heat gain to adjust to a cooler temperature while spaces out of direct sunlight to maintain a comfortable temperature and not be overcooled or overheated.

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

4/14/2014 10:13:05 AM

DOAS Electrical Consultant Jim Stadelman

VAV

AHU

Mechanical Riser Section Through Shaft 2

VAV

AHU 42' .- 0"

5' - 6"

5' - 5 1/8"

5' - 6"

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

VAV

6' - 4 3/8"

5' - 0"

6' - 6"

5' - 0"

VAV

AHU VAV

AHU

James Lennon Andrew Foster

22' - 0 7/16"

VAV

Chiller 1

Chiller 2

Boiler 2

Boiler 1

VAV

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

AHU VAV

AHU

10' - 0"

12' - 0"

18' - 5 7/16"

5' - 7 3/16"

VAV

No. VAV

VAV

1 2 3 4

Description Iteration 1 Iteration 2 Iteration 3 Final Drawing

Date 3/03/14 3/17/14 4/04/14 4/14/14

AHU VAV

AHU

VAV

Mechanical Room Detail 1/8" = 1'-0" VAV

Cleveland Warehouse District

9'. - 4"

VAV

9' -. 8" 6' - 0"

3' -. 4"

4' -. 2"

AHU

Community Wellness/ Tenant

5' - 6" VAV

AHU VAV

Project number

6' - 0"

VAV

Hole B

A 3

Shaft Detail 2 1/8" = 1'-0"

Mechanical Riser Through Shaft 1 1/16" = 1'-0"

AHU

40102- Project 1 Spring 2014

Date

AHU

4' - 0 1/2"

Hole

11' .- 1"

7' - 0" 5' .- 0"

12' - 9 15/16"

VAV

AHU

Mechanical Riser and Details Author

Drawn by Checked by

Checker

Revised

Checker

AHU

Mechanical Riser Through Shaft 2 1/16" = 1'-0"

M-003

Shaft Detail 1 1/8" = 1'-0" Scale

As indicated

Sheet Number

As indicated

1 Community Wellness/ Tenant

Distribution Intent The split core nature of the building provides an integral distribution system which relates to the overall concept of the building. Each core supplies the side of the building opposite to which it serves for main vertical circulation. The public core serves the tenant spaces and in turn the tenant core serves the wellness spaces. The idea that the main tenant will be integrated within the communial aspects of the program offers an opportunity to carry this idea through all systems.

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

The main mechanical room houses 2 boilers and 2 chillers. These units supply both air handler units with heated and chilled water. The air handling units control the air flow before being distributed to the VAV boxes. The VAV boxes, either equipped with 2,000 or 4,000 cfm capacities are then distributed to each zone, supplying the space with the desired temperature and air volume. Return air will be either be exausted through a vertical shaft or recycled throughout the system.

Black and White Drawing Set

B B

AHU 4/14/2014 10:13:19 AM

AHU Electrical Consultant Jim Stadelman

Each air handeling unit will serve two floors (i.e. the air handler supplying wellness will supply floors 2 and 3 while the tenant air handler will supply floors 2.5 and 3.5). Two DOAS systems, one for each core, will supply the air handler units with the desired outside air through vertical the vertical shafts.

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

Level 1 Distribution Plan 1/16" = 1'-0"

James Lennon Andrew Foster

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No.

Description

1 2 3 4

KEY

Iteration 1 Iteration 2 Iteration 3 Final Drawing

Date 3/03/14 3/17/14 4/04/14 4/14/14

VAV Unit

Air Distribution Line

Cleveland Warehouse District

B Water Distribution Line

AHU

AHU B

Community Wellness/ Tenant

Air Handler Unit

Mechanical Distribution

Boiler

Project number

Chiller

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

M-004

A 2

Integrated Floor Distribution Plan 1/16" = 1'-0" Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 Community Wellness/ Tenant

Mechanical Roof Components E

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Roof Elevations 150'-0"

R.D.

O.D.

R.D.

O.D.

Black and White Drawing Set

O.D.

R.D.

Light Shaft

Electrical Consultant Jim Stadelman

DOAS

4/14/2014 10:13:28 AM

DOAS

Roof Elevation 160'-0"

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

O.D. R.D.

Roof Elevations 150'-0"

Roof Elevation 150'-0"

Munsters DryCool Packaged System O.D.

The DryCool Packaged Unit is a high efficiency dedicated outdoor air system (DOAS) which removes air moisture is minimal energy. This unit dehumidification with packaged refrigeration and utilizes waste condenser heat to reactivate the desiccant wheel. This makes the unit an energy recovery device using site recovered energy to boost the moisture removal capacity of the system at reduced cooling tonnage. The packaged unit can potentiall reduce cooling requirements by 30-40%. When 100% outdoor air is not required, the produced load decreases based on need to provide energy efficient dehumidification during all load conditions.

Copy of Plumbing Roof Plan 1/16" = 1'-0"

James Lennon Andrew Foster

R.D.

O.D.

R.D.

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No.

DOAS Sizing Core Tenant Wellness

Required Oustide Air

1 2 3 4

Description Iteration 1 Iteration 2 Iteration 3 Final Drawing

Date 3/03/14 3/17/14 4/04/14 4/14/14

4,454.5 cfm 6,755.6 cfm

Selection: Two HCUc - 8030AA Units w/ 8,000 cfm capacity Cleveland Warehouse District

B Community Wellness/ Tenant

Mechanical Roof Plan Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

M-005

A Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

Main Electrical Room: Emergency Generator Room Inverter Room

Elec. Closet

Tele Room

Main Electric Room

Tenant

FIRE

Wellness

Dedicated Space if incoming power is over 600 Volts 2 hr. fire rating Exterior wall located close to utility source wiring for minimum phone room and main HVAC room Main Gear- 20 long x5 wide x7'-6" high Need 6' clearance on front and back, 4' clearance on the sides Need ' clear on each end, minimum clearance height in room is 13 ft. Columns must not interfere with working zone Need two exits, one must be 6' wide and be able to accomidate 7'-6" equipment At least one exit must exit to corridor Must have path in order to get equipment into room must be able to accomidate weight of 8100lbs for equipment Main Phone Room:

Shaded areas represent Electrical Room and Electrical closets

Electrical Room Layout 1/32" = 1'-0"

Electrical Tenant/Wellness 1/32" = 1'-0"

Needs to be located near main electrical room in order to share conduit trenching Usually 150 sq. ft. with double door to accomidate equipment Electrical Room on Each Floor: Tenant Electric Rooms must be larger to accomidate metering Minimum Room sizes are 8' x 12' Room should be placed near center of buildng and should reach all parts of building within 150' radius Electrical Rooms are stacked in order to reduce Wiring costs Electrical closets can be used to suppliment Electrical rooms if necessary

Emergency Generator:

Radius of Electrical closet shown R 150' - 0"

Community Wellness/ Tenant

2-hr fire rating requirement Unit for this size building Generally 5' wide x 12' long x 8' tall Unit weight is 6500lbs for unit + 4000 lbs for diesel fuel tank Must have ventilation, with louvers that work with emergency power Located on exterior wall for added ventilation Exhaust pipe must exit building high due to heat in non public area of buildng (loading dock) Vibration mitigation Noise rated walls Path to get equipment in and out of room Need to be accessable for diesel fuel delivery Doors must swing out and have panic hardware Fire Command Center: Houses Main Fire Alarm Equipment, Fireman Phones, Elevator Controls Must be easily accessible from main entrance so firemen can control quickly and efficiently-

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Description

Must have room for inverters Usually a 10' x 15' space works depending on amount of inverters Doors must swing out and have panic hardware

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Community Wellness/ Tenant

Electrical General Project number

Alternative Energy Sources:

4/14/2014 9:18:10 AM

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

E-000

A PN TN

Level 1 Structural Grid 1/32" = 1'-0"

Scale

1/32" = 1'-0"

Sheet Number

1/32" = 1'-0"

1 General Notes

Electrical Load Calculations

Main Electrical Room:

General Calculations Heating/Cooling- square footage x 5 watts per sq. ft. x 0.001 = energy usage in kw Lighting square footage x 1 watt per sq. ft. x 0.001 = energy usage in kw Pumps/Equipment- square footage x 2 watts per sq. ft. x 0.001 = energy usage in kw Recepticalssquare foorage x 2 watts per sq. ft. x 0.001 = energy usage in kw Elevators 60 kw each

6' - 0"

Louvers

4' - 9 3/32" 6' - 1 3/4"

Generator Room

*total building usage should be between 1500 and 2000 kw *Emergency Loads are 10% of whole building (150 - 200kw)

Tele Room Main Power Room

Inverter Room

Tenant Space Calculations

Total S.F.- 72903 Gross Heating/Cooling- square footage x 5 watts per sq. ft. x 0.001 = energy usage in kw 72903 x 5 x 0.001= 364.515kw Lighting square footage x 1 watt per sq. ft. x 0.001 = energy usage in kw 72903 x 1 x 0.001= 72.903 kw Pumps/Equipment- square footage x 2 watts per sq. ft. x 0.001 = energy usage in kw 72903 x 2 x 0.001= 145.806 kw Recepticalssquare foorage x 2 watts per sq. ft. x 0.001 = energy usage in kw 72903 x 2 x 0.001= 145.806 kw Elevators 60 kw each 60 x 2 = 120 kw Total Tenant Energy Usage- 849.03 kw

Wellness Space Calculations

Electrical Room Callout 1/16" = 1'-0"

Total S.F.- 64842 Gross Heating/Cooling- square footage x 5 watts per sq. ft. x 0.001 = energy usage in kw 64842 x 5 x 0.001= 324.210 kw Lighting square footage x 1 watt per sq. ft. x 0.001 = energy usage in kw 64842 x 1 x 0.001= 64.842 kw Pumps/Equipment- square footage x 2 watts per sq. ft. x 0.001 = energy usage in kw 64842 x 2 x 0.001= 129.684 kw Recepticalssquare foorage x 2 watts per sq. ft. x 0.001 = energy usage in kw 64842 x 2 x 0.001= 129.684 kw Elevators 60 kw each 60 x 2 = 120 kw Total Wellness Energy Usage- 768.42 kw

Tenant Electric Rooms must be larger to accomidate metering Minimum Room sizes are 8' x 12' Room should be placed near center of buildng and should reach all parts of building within 150' radius Electrical Rooms are stacked in order to reduce Wiring costs Electrical closets can be used to suppliment Electrical rooms if necessary Bus Duct for Floor

Transformer

Floor Shut off Switch

Bust Duct for Building

Emergency Generator: 2-hr fire rating requirement Unit for this size building Generally 5' wide x 12' long x 8' tall Unit weight is 6500lbs for unit + 4000 lbs for diesel fuel tank Must have ventilation, with louvers that work with emergency power Located on exterior wall for added ventilation Exhaust pipe must exit building high due to heat in non public area of buildng (loading dock) Vibration mitigation Noise rated walls Path to get equipment in and out of room Need to be accessable for diesel fuel delivery Doors must swing out and have panic hardware

Shut off Switch

Plywood for Telecom

Public Space Calculations (First Floor) Fire

Total S.F.- 17963 Gross Heating/Cooling- square footage x 5 watts per sq. ft. x 0.001 = energy usage in kw 17963 x 5 x 0.001= 89.815 kw Lighting square footage x 1 watt per sq. ft. x 0.001 = energy usage in kw 17963 x 1 x 0.001= 17.963 kw Pumps/Equipment- square footage x 2 watts per sq. ft. x 0.001 = energy usage in kw 17963 x 2 x 0.001= 35.926 kw Recepticalssquare foorage x 2 watts per sq. ft. x 0.001 = energy usage in kw 17963 x 2 x 0.001= 35.926 kw Elevators 60 kw each 60 x 1 = 60 kw Total Public Energy Usage- 239.63 kw

Tenant 1 box

Security

Tenant 2 box

Fire Command Center: 2

Electrical Room per Floor Plan View 1/4" = 1'-0"

Houses Main Fire Alarm Equipment, Fireman Phones, Elevator Controls Must be easily accessible from main entrance so firemen can control quickly and efficiently-

Total Building Calculations

Community Wellness/ Tenant

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Description

Transformer size- at least 1857.08 kVA Emergency Generator size- (10% of transformer size) = 185.7 kw

Alternative Energy Sources:

Meter 1

Meter 2

Tenant 1

Tenant 2

Must have room for inverters Usually a 10' x 15' space works depending on amount of inverters Doors must swing out and have panic hardware

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Community Wellness/ Tenant

Electrical Loads and Room Layout 40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

E-001 Tenant 2 Panel

Electrical Room Components Section View

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

Project number

Total S.F.- 155708 Gross Heating/Cooling- square footage x 5 watts per sq. ft. x 0.001 = energy usage in kw 155708 x 5 x 0.001= 778.54 kw Lighting square footage x 1 watt per sq. ft. x 0.001 = energy usage in kw 155708 x 1 x 0.001= 155.708 kw Pumps/Equipment- square footage x 2 watts per sq. ft. x 0.001 = energy usage in kw 155708 x 2 x 0.001= 311.416 kw Recepticalssquare foorage x 2 watts per sq. ft. x 0.001 = energy usage in kw 155708 x 2 x 0.001= 311.416 kw Elevators 60 kw each 60 x 5 = 300 kw Total Public Energy Usage- 1857.08 kw

4/14/2014 9:18:20 AM

Tenant 1 Panel

PN TN

Scale

As indicated

Sheet Number

As indicated

1 General Notes

Renewable Energy Sources

Main Electrical Room: Dedicated Space if incoming power is over 600 Volts 2 hr. fire rating Exterior wall located close to utility source wiring for minimum phone room and main HVAC room Main Gear- 20 long x5 wide x7'-6" high Need 6' clearance on front and back, 4' clearance on the sides Need ' clear on each end, minimum clearance height in room is 13 ft. Columns must not interfere with working zone Need two exits, one must be 6' wide and be able to accomidate 7'-6" equipment At least one exit must exit to corridor Must have path in order to get equipment into room must be able to accomidate weight of 8100lbs for equipment

Photovoltaic Panels: Panasonic HIT Power 240S

Energy Produced - Maximum Power: 240 W per solar panel Location: Rooftop

Solar Panels

To Inverter

Main Phone Room: Electric Line Through Chase

Wind Belts

Electric Line (Through Chase)

R&D Technology adaptation Allows the Improvement of cell efficiency to carrier recombination loss, optical absorption loss, and resistance loss Application of three tabs reduces the electrical loss between the cell fingers and tabs, tab width is also thinner to expand light reception Reducing reflection allows improved electricity generation during morning and evening HIT Power Solar panels are leaders in sunlight conversion efficiency. Our hybrid cells produce the highest output on cloudy days. 21.6% Cell Conversion Efficiency Most PTC Power 223.5W Highest PTC/STC Ratio 93% + As temperatures rise, HIT Power solar panels produce 10% or more electricity (kWh) than conventional crystalline silicon solar panels at the same temperature.

Community Wellness/ Tenant

To Inverter

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Black and White Drawing Set

4/14/2014 9:18:34 AM

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Wind Belts: Energy Produced: - Single Strip - 1kwh each - 1meter section- 7.2 kwh each Location: West facade (maximum wind) -Single band along glass mullions -1 meter section along screened guardrail mullions A single Windcell, is sized to power meshed WiFi repeaters, whereas a few units linked together can provide power to ocean navigation buoys or isolated lighting apps. The systems, like all of Humdinger's main products, are modular, in that individual units can be combined together as building blocks for larger installations.

On the medium and large scales, Humdinger is developing 'Windcells' and the 'Windcell Panel'. The 1-meter Windcells are designed to work alone or in groups to provide power to lighting, WiFi nodes, micro-base stations, or any situation demanding 0.1 kWh to 1 kWh of energy per month. The Windcell Panels have a form-factor similar to solar panels and are designed for larger installations, targeting applications with 5kWh to several MWh of energy demand per month , with particular attention to cost. On larger installations, the Windcell Panels have an initial projected production cost of US$0.05 per kWh (at 6m/s average windspeeds). Cost combined with modularity, safety, and form factor gives this variation of the technology access to many of the places that wind and solar cannot presently go. Size: Monthly Energy: Conditioning: Gearing:

Electrical diagram Alternative Energy to Inverters 1 1/16" = 1'-0"

No. 1 2 3 4

Description Iteration 1 Iteration 2 Iteration 3 Final Drawing

Alternative Energy Sources:

*In 6m/s average windspeed conditions, projected based on lab data

Must have room for inverters Usually a 10' x 15' space works depending on amount of inverters Doors must swing out and have panic hardware

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Community Wellness/ Tenant

Renewable Energy Project number

1-meter x 1 meter x 5cm 7.2kWh* AC converted into 24/48VDC per Panel None

Date

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

E-002

A PN TN Anchor

Wind Belt

Magnet

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

Anchor

Plumbing Drawing Set E

P-000 P-001 P-002

Code Requirements and General Information

Community Wellness/ Tenant

Plumbing General Plumbing Supply/Waste/Calculations Plumbing Roof Plan

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

2902.1 Minimum number of fixtures. Plumbing fixtures shall be provided for the type of occupancy and in the minimum number shown in Table 2902.1. Types of occupancies not shown in Table 2902.1 shall be considered individually by the building official. The number of occupants shall be determined by this code. Occupancy classification shall be determined in accordance with Chapter 3. When the actual occupant load will be significantly different than that determined by section 1004 of the building code, the building official may establish an alternate basis for determining the occupant load. This alternate basis shall be included in the special stipulations and conditions section of the certificate of occupancy issued for that structure pursuant to section 110. For accessibility requirements, see â&#x20AC;&#x153;Chapter 11, Accessibilityâ&#x20AC;? of this code.

Black and White Drawing Set

2902.1.1 Fixture calculations. To determine the occupant load of each sex, the total occupant load shall be divided in half. To determine the required number of fixtures, the fixture ratio or ratios for each fixture type shall be applied to the occupant load of each sex in accordance with Table 2902.1. Fractional numbers resulting from applying the fixture ratios of Table 2902.1 shall be rounded up to the next whole number. For calculations involving multiple occupancies, such fractional numbers for each occupancy shall first be summed and then rounded up to the next whole number.

4/14/2014 10:13:38 AM

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

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

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

2902.3.1 Access. The route to the public toilet facilities required by Section 2902.3 shall not pass through kitchens, storage rooms, closets or similar spaces not available to the public. Access to the required facilities shall be from within the building or from the exterior of the building. All routes shall comply with the accessibility requirements of this code. The public shall have access to the required toilet facilities at all times that the building is occupied. The building owner is permitted to control access to the toilet facilities. Where such access is controlled, a sign shall be posted indicating how access is to be obtained.

No.

P - Level 1 1/16" = 1'-0"

1 2 3 4

2902.3.2 Location of toilet facilities in occupancies other than covered mall buildings. In occupancies other than covered mall buildings, the required public and employee toilet facilities shall be located not more than one story above or below the space required to be provided with toilet facilities and the path of travel to such facilities shall not exceed a distance of 500 feet (152 400 mm). Exception: The location and maximum travel distances to required employee facilities in factory and industrial occupancies are permitted to exceed that required by this section, provided that the location and maximum travel distance are approved.

Each restroom meets code requirements. Wellness restrooms have an additional fixture in each room to account for increased occupancy requirements. Drinking fountains are placed at the end of the shared wet wall for simplicity. An extra lavatory is provided for tenant restrooms for convenience. 22' - 5" 10' - 0 15/32"

A Wellness Tenant

Max Occupancy Load Male Female 160 98

2 1

10' - 11"

9' - 10 13/16"

9' - 6 1/8"

Plumbing General

Drinking Fountains Service Sinks Project number

1/200 1/80 1/750

1/500 1/100 1/1,000

1 1 1

Water Closets Male Female 3 2

1 1

Urinals 2 1

Author

Drawn by

Lavatories Drinking Fountains 2 1

40102- Project 1 Spring 2014

Date

Fixture Number - IPC Description

3/03/14 3/17/14 4/04/14 4/14/14

Community Wellness/ Tenant

20' - 9 13/16"

2 1

Service Sink

21' - 7 7/8"

A-3 (Assembly) B (Business) M (Mercantile)

Lavatories

Iteration 1 Iteration 2 Iteration 3 Final Drawing

Cleveland Warehouse District

18' - 1 7/8"

Water Closets M F 1/125 1/65 1/50 1/50 1/500 1/500

Date

General Restroom Layout

OBC Table 2902.1 Minimum Number of Required Plumbing Fixtures Occupancy

Description

Checked by

Checker

Revised

Checker

P-000

1 1

P - Tenant Restroom 1/8" = 1'-0"

P - Wellness Restroom 1/8" = 1'-0"

Scale

As indicated

Sheet Number

As indicated

Calculations

Water Supply/Waste

Wellness

Tenant

WC Urinal Lav D.F. S.S. WC Urinal Lav DF S.S.

Water Flow Rate Occupancy 50 Total WSFU 10 265 Wellness 40 Tenant 20 10 30 Total WSFU 10 222.5 40 10 10

WSFU

Demand gpm

265 222.5

110 95

Storm Water Collection

LAV

Level 10

Fixture

Fixture #

WSFUTotal

Wellness

WC Urinal Lav Drinking Fountain Service Sink Total

5 1 4 2 1

2 5 2 0.25 3

10 5 8 0.5 3 26.5

WC Urinal Lav Drinking Fountain Service Sink Total

3 1 4 1 1

2 5 2 0.25 3

6 5 8 0.25 3 22.25

LAV

Level 8

Roof Garden

Level 7

LAV

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

Pressure Loss

x 0.2

LAV

SS Roof Garden

LAV

Pressure Loss Due to Gravity

LAV

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

Level 2

Height

x Elevation Factor

Pressure Loss

154 SF

x 0.433

66.7 psi

James Lennon Andrew Foster

Roof Garden

Level 3

45 psi 24.8 psi

x 0.2

LAV

Level 4

x Friction Factor

Wellness 225 ft Tenant 124 ft

Level 5

Pressure Loss Due to Friction Length+Width

Electrical Consultant Jim Stadelman

Level 6

Core

Black and White Drawing Set

Roof Garden

Level 9

Occupancy

Tenant

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Roof Garden

Roof

WSFU

Community Wellness/ Tenant

No. Level 1

1 2 3 4

Total Pressure Loss Wellness Tenant

4/14/2014 10:13:47 AM

Total Fixture Count

Black Water to Sewer

111.7 psi 91.5 psi

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Main Supply Greywater Treatment Unit

Pressure Drop

Cistern

Total Pressure Loss Pressure Drop 111.7

1.117

Cleveland Warehouse District

Pressure Requirement for Furthest Fixture Fixture

Flow rate (gpm)

W.C. Urinal Lav Drinking Fountain Service Sink

Plumbing System Intent

Pressure (psi)

25 15 2 0.75 3

15 15 8 8 8

Community Wellness/ Tenant

Max. Flow Rate

The building is split into two separate cores so each core will need its own water supply. Wellness spaces will need one more additional fixture as a result of increased occupancy. The mercantile and assembly areas on the first floor are accounted for in the fixture count required by code. Due to the developed length of the building a water pump is necessary to supply the furthest fixture in each core. An important feature of the building design is the opportunites to collect stormwater.

4 gal (15L) 1.0 gal (3.8 L) 0.25 gal (.95 L) N/A 2.5 gpm @ 60 psi

Stormwater

Total Equivalent Length Core Wellness Tenant

Length (ft)

Width (ft)

80 52

145 72

Height (ft) 154 154

Developed Length Equilvalent Length Total 379 278

189.5 139

568.5 417

Pump size

Project number

50 psi 50 psi

Furthest Fixture 15 psi 15 psi

Pressure Loss

Pump Size

Pipe Size

111.7 91.5

82.7 psi 56.5 psi

3" 3"

40102- Project 1 Spring 2014

Date

Author

Drawn by Checked by

Checker

Revised

Checker

Grey and Black Water All black water will be directed off site to sewers. To avaid contamination, greywater from lavatories, drinking fountains and service sinks will be directed towards off-site treatment.

P-001

Hot Water Flow at Mains

Wellness Tenant

Along with the roof, balconies which form as a result of the folding facade provide areas for stormwater collection. The stormwater will then be directed down to an underground collection cistern. This Stormwater can then be recycled for water closets and roof garden watering.

Plumbing Supply

A solar hot water system will be placed on the roof to supply preheated water to fixtures and boilers.

Scale

Sheet Number

1 Community Wellness/ Tenant

Waste Water Calculations Drainage Fixture Units # of Fixtures

dfu

Total dfu

WC Urinal Lav Drinking Fountain Service Sink

5 1 4 2 1

4 2 1 0.5 2

20 2 4 1 2

Total Tenant

WC Urinal Lav Drinking Fountain Service Sink

3 1 4 1 1

4 2 1 0.5 2 Total

Roof Elevations 150'-0"

R.D.

O.D.

R.D.

O.D.

12 2 4 0.5 2

Black and White Drawing Set

R.D.

4/14/2014 10:13:59 AM

Wellness

Fixture

Roof Elevation 160'-0"

DOAS

Occupancy

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Solar Hot Water

20.5

O.D.

Electrical Consultant Jim Stadelman

R.D.

DOAS

Light Shaft Size And Slope of Pipes Core

dfu

Diameter of Pipe

Wellness Tenant

29 20.5

2.5 in 2.0 in

Code Minimum 3 in 3 in

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

Slope 1/4 (2.1%) 1/2 (4.2%)

O.D. R.D.

Roof Elevations 150'-0"

Stormwater

James Lennon Andrew Foster

Roof Elevation 150'-0"

Cleveland Average Rainfall Design Percipitation (Avg Rainfall x .8) Area of Catchment (Roof Area) Annual Catchment

39.14 in 31.31 in 19,962 SF 468,757.67 gal

Occupants Water Usage Daily Usage

1,938 15 gal/day per occ. 29,070

O.D.

Plumbing Roof Plan 1/16" = 1'-0"

R.D.

O.D.

R.D.

Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No.

Stormwater Cistern Xerxes Fiberglass Cistern Cistern Capacity 35,000 Cistern Dimensions (diameterxlength) 11' - 11" x 49' - 4"

1 2 3 4

Stormwater Collection

Solar Hot Water System

To take advantage of Cleveland's wet annual conditions, an underground stormwater collection cistern is provided. This cistern is capable of holding a sufficient amount of water to account for the daily occupational water use. Water from this system will be recycled to the water closets and urinals to provide flushing water. This water may also be directed for roof garden watering purposes.

Solar hot water collectors are placed on the roof to take advantage of solar energy to preheat water before it gets to boilers and other applications. This system will greatly reduce the amount of energy produced by the boilers and greatly benefit heating applicatons for air and water. Boilers are still sized to account for total loading in case of days where sunshine is not abundant which is common in Cleveland's climate. In addition, a back up water heater will still be available in case of insufficient sunlight. During winter months, the solar hot water will still work but will need additional help from a boiler or water heater. Multiple units will be placed in a concentrated area on the roof to provide the maximum amount of solar energy generation possible.

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Community Wellness/ Tenant

Plumbing Roof Plan Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by

Fire Safety and Water Systems

Checked by

Checker

Revised

Checker

The building will be fully sprinkled. Stand pipes will be located in stair shafts, atriums and other veritical shafts.

P-002 Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

Moment Frame Connections General Notes

Cross bracing

The split level design allows for a stronger connection between each level, allowing interactive views to occur. The split level concept also provides security to the users of the tenant space of this building. Tenant inhabitants can access the Wellness areas through fire stairs which connect the offsetting levels. Wellness inhabitants cannot access the Tenant Spaces.

Tenant Structure Wellness Structure

Tenant Structure

Cross Bracing

Canteliever Beams

Due to the Complexity of the building structure as well as the offset cores, the building will naturally want to rotate after loads and stresses are placed within the building. Using cross bracing on opposite corners of the building will minimize the tendancy of movement as well as provide more rigidity to the structure.

D.1

D C

Moment Frame Connections: 122.4 psf Moment Frame Connections are utilized to help stabilize the builidng and counteract lateral loads. The canteliever beams on the front of the building will add weight, creating the tendancy for the building to shift in that direction. By utilizing moment frame connections, this solves that problem.

172.4 psf

172.4 psf 122.4 psf

122.4 psf 172.4 psf

Load Calculations

122.4 psf

Live Loads: 172.4 psf Chosen Floor System: B-36 Composite Floor Deck Lightweight Concrete (ASC Steel Deck) -4 3/4" thick -2 hr fire rating -34.4 psf

122.4 psf 18.5psf

DL + LL = 172.4 psf

-Concentrated Loads are assumed to be uniformily distributed over an area 2.5 feet by 2.5 feet shall be located so as to produce the maximum load effects on structural members -Partition Loads- need not be shown unless exceeds 80 psf standard partition- 15 psf

-Handrails and guards must be designed to resist a load of 50 lbs per linear foot Earthquake loads not significant enough to be calculated Rain loads do not exceed base design considerations Steel deflection of structural members shall not exceed that permitted by AISC 360

172.4 psf 122.4 psf

Floor System -34.4 psf Beams -8 psf Flooring -1 psf MEP -10 psf Ceiling/ Lights -2 psf Fire Protection -2 psf TOTAL-----------------57.4 psf -Dead Loads:

DL + LL = 122.4psf

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

-Refer to table 1607.1 for uniformily distributed live loads

Moment Frame Example Detail

Wellness-100 psf Partition- 15 psf TOTAL---115 psf

Black and White Drawing Set

Slab total weight per floor (assuming 6 inch thickness): Tenant: 45012.5 lbs Wellness: 39531.25 lbs

122.4 psf

172.4 psf

Tenant- 50 psf Partition- 15 psf TOTAL--- 65 psf

LoadsDead Load- 150 psf Live Load- Tenant- 100 psf - Wellness- 100 psf Snow Load- 20 psf Lateral load pressure: Wind load -1.6W= 1.6(18.5) = 29.6 psf( beginning @33 feet)

Live Loads (OBC 1607) -Live loads used in the ddesign of buildings shall be the maximum loads expected by the intended use or occupancy

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Floor AreasPublic- 18200 sq ft total Tenant- 7202 sq ft per floor Wellness- 6352 sq ft per floor

1.2D + 1.6 L + 0.5 S = Total Load Total Live load per floor= 340 psf Total Roof Load = 180 psf

Structural Plan Understanding Diagram

Cross Bracing:

Fire Ratings: Structural steel - 3 hrs Floor assembly- 2 hrs

Occupants:-Public- 928 total Tenant- 72 per floor Wellness- 127 per floor Total- 2719 occupants

Wellness Structure

This security is achieved through door hardware on the fire stair doors allowing any entrance into the wellness space and selective entrance into the tenant space. All spaces have emergency push bars for access into the fire stairs in case of emergency. There are two fire stair exits for both tenant and wellness.

Community Wellness/ Tenant

4/14/2014 9:19:02 AM

The strucature of this building has been split into two seperate grids which meet along common beams depicted below with the thick black lines.

Building Occupancy Category:BII Height- 12 stories @ 160 feet Floor to floor height- 15 ft offset floor to floor height- 7.5 ft

172.4 psf

Masonry deflection of structural members shall not exceed that permitted by TMS 402/ ACI 530-

Cleveland Warehouse District

Community Wellness/ Tenant

Structural General Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by

122.4 psf 172.4 psf

172.4 psf

Checked by

Checker

Revised

Checker

122.4 psf

S-000 PN TN

Structure Split Level Diagram 3/64" = 1'-0"

Scale

3/64" = 1'-0"

Sheet Number

3/64" = 1'-0"

1 General Notes

Building Occupancy Category:BII Height- 12 stories @ 160 feet Floor to floor height- 15 ft offset floor to floor height- 7.5 ft

7 7.1

40' - 0"

35' - 0"

8' - 9"

10' - 0"

35' - 0"

8' - 9"

35' - 0"

21' - 0"

E.1

8' - 9"

10' - 6"

C B.1 D.1

11' - 8" 9' - 5"

35' - 0" 18' - 10"

1.1

2.1 40' - 0"

Structural Isometric View

35' - 0"

21' - 0"

Fire Ratings: Structural steel - 3 hrs Floor assembly- 2 hrs Floor AreasPublic- 18200 sq ft total Tenant- 7202 sq ft per floor Wellness- 6352 sq ft per floor

LoadsDead Load- 150 psf Live Load- Tenant- 100 psf - Wellness- 100 psf Snow Load- 20 psf Lateral load pressure: Wind load -1.6W= 1.6(18.5) = 29.6 psf( beginning @33 feet) 1.2D + 1.6 L + 0.5 S = Total Load Total Live load per floor= 340 psf Total Roof Load = 180 psf

Beam Design

Column Design:

Wd= 57.4 psf WL= 65 psf L= 30 Atr = 30' (10') = 300ft² fy = 50 ksi Ω= 1.67 φ= 0.90

LL-65 psf DL-57.4psf KL= 157'-6" Fy=50 ksi

-Concentrated Loads are assumed to be uniformily distributed over an area 2.5 feet by 2.5 feet shall be located so as to produce the maximum load effects on structural members

(65 + 57.5) x 9 floors = 1101.6 Live Load: =Area x LL x # of floors =(35' x 30') x 65 x 9 =614250 lbs or 614.25 kips Dead Load : =Area x DL x # of floors =(35' x 30') x 57.9 x 9 =542430 lbs or 542.30 kips

-Partition Loads- need not be shown unless exceeds 80 psf standard partition- 15 psf

From AISC Table 2-3 Substitute I Try W18x46 I=712 =0.4413

LRFD:

Pu=1.2D + 1.6L =1.2(542.43)+1.6(614.25) =1633.72 ksi ASD: Pa= D+L = 542.43+614.25 =1156.68 ksi Choose: AISC Manual Table 4-1 LRFD- W14x159 - φcPn = 1160 ASD- W14x159 - Pn/Ωc =1160

Try 21x44 I=843 =0.3727 More Efficient

35'

Use W21x44 for beam

-Handrails and guards must be designed to resist a load of 50 lbs per linear foot Earthquake loads not significant enough to be calculated Rain loads do not exceed base design considerations

Rule of Thumb Sizing Calculations:

Girder Calculation

15'

Beams1/20th of span Girders1/15th of span Deck Depth- 1/24th of span

Based on Rule of Thumb: 40' Girder 40/15 = 2.66' = W33 member size

15' 30'

17.5'

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

Cleveland Warehouse District

Community Wellness/ Tenant

Structural Overview

Steel deflection of structural members shall not exceed that permitted by AISC 360 Masonry deflection of structural members shall not exceed that permitted by TMS 402/ ACI 530-

Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by

35' 17.5'

Electrical Consultant Jim Stadelman

-Refer to table 1607.1 for uniformily distributed live loads

Tributary Area Calculations 30'

Black and White Drawing Set

Occupants:-Public- 928 total Tenant- 72 per floor Wellness- 127 per floor Total- 2719 occupants

Live Loads (OBC 1607) -Live loads used in the ddesign of buildings shall be the maximum loads expected by the intended use or occupancy

5wL^4 / 384(E)(I) = 5(0.041667)(360)^4 / 384(29000)(I)=

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Slab total weight per floor (assuming 6 inch thickness): Tenant: 45012.5 lbs Wellness: 39531.25 lbs

Structure Grid Beam System 2 1/32" = 1'-0"

ASD: Wu= wd+wl = 57.4+65= 122.4psf 122.4(300)= 367200 lb/30' = 1224 kip/ft Mu = WuL²/8 = 1224 (30)²/8 = 137700 lb or 137.7 kips/ft Vu = 1224(30)/2 = 18360 lb or 18.36 kips/ft Asd : Mu/Ω = 137.7/1.67 = 82.5 kips/ft Select: w= WL(Atr) = 50(300) =15k/30'= 0.5 0.5 / 12= 0.041667

Community Wellness/ Tenant

4/14/2014 9:19:53 AM

Checked by

Checker

Revised

Checker

Pfnd = Trib Area Per Floor x ( LL + DL ) x # of Floors = [(35')(30')] x ( 65 psf + 57.4 psf ) x 9 floors (includes roof) = 1156680

S-001

Afnd = Pfnd / 4000 =289.17 Square root of 289.17 = 17' , 17' x 17' foundation required

PN TN

Scale

1/32" = 1'-0"

Sheet Number

1/32" = 1'-0"

1 General Notes

Building Occupancy Category:BII Height- 12 stories @ 160 feet Floor to floor height- 15 ft offset floor to floor height- 7.5 ft

Fire Ratings: Structural steel - 3 hrs Floor assembly- 2 hrs

187' - 0"

7.1 40' - 0"

35' - 0"

21' - 0"

F 30' - 0"

30' - 0"

째 .59 72

E.1

D E 30' - 0"

23' - 0"

C 10' - 7 7/16"

11'-0"

115' - 0"

LoadsDead Load- 150 psf Live Load- Tenant- 100 psf - Wellness- 100 psf Snow Load- 20 psf Lateral load pressure: Wind load -1.6W= 1.6(18.5) = 29.6 psf( beginning @33 feet)

36' - 4 9/16"

22' - 0"

-Concentrated Loads are assumed to be uniformily distributed over an area 2.5 feet by 2.5 feet shall be located so as to produce the maximum load effects on structural members 15' - 0"

B 15' - 0"

A 5' - 0"

40' - 0" 35' - 0"

35' - 0" 16' - 2"

35' - 0"

21' - 0"

-Partition Loads- need not be shown unless exceeds 80 psf standard partition- 15 psf

187' - 0"

1.1

Earthquake loads not significant enough to be calculated Rain loads do not exceed base design considerations

2.1

Steel deflection of structural members shall not exceed that permitted by AISC 360

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

-Refer to table 1607.1 for uniformily distributed live loads -Handrails and guards must be designed to resist a load of 50 lbs per linear foot

21' - 0"

18' - 10"

Electrical Consultant Jim Stadelman

Slab total weight per floor (assuming 6 inch thickness): Tenant: 45012.5 lbs Wellness: 39531.25 lbs Live Loads (OBC 1607) -Live loads used in the ddesign of buildings shall be the maximum loads expected by the intended use or occupancy

36'-0"

40' - 0"

D.1

47' - 0"

18' - 0"

B.1

Black and White Drawing Set

Occupants:-Public- 928 total Tenant- 72 per floor Wellness- 127 per floor Total- 2719 occupants

1.2D + 1.6 L + 0.5 S = Total Load Total Live load per floor= 340 psf Total Roof Load = 180 psf

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Floor AreasPublic- 18200 sq ft total Tenant- 7202 sq ft per floor Wellness- 6352 sq ft per floor

21' - 0"

Community Wellness/ Tenant

4/14/2014 9:22:36 AM

Masonry deflection of structural members shall not exceed that permitted by TMS 402/ ACI 530-

Cleveland Warehouse District

Community Wellness/ Tenant

Structural Floors Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by

Level 1 Structural Grid 1 1/16" = 1'-0"

Checked by

Checker

Revised

Checker

This view displays how the structural grid works with the Ground floor

S-002

A PN TN

Scale

1/16" = 1'-0"

Sheet Number

1/16" = 1'-0"

1 General Notes

187' - 0"

E 40' - 0"

35' - 0"

21' - 0"

7.1

21' - 0"

30' - 0"

60' - 0"

F E.1

23' - 0"

E 30' - 0"

째 .59 72

30' - 0"

7' - 5"

60' - 0"

Each Side of the structure grid is independent from the other tied together through shared central beams. This allows construction to become easier in that one side of the building can be built first and the second side can follow.

Building Occupancy Category:BII Height- 12 stories @ 160 feet Floor to floor height- 15 ft offset floor to floor height- 7.5 ft Fire Ratings: Structural steel - 3 hrs Floor assembly- 2 hrs

Electrical Consultant Jim Stadelman

Structural Consultant John Kabak e-mail: john_kabak@yahoo.com

Slab total weight per floor (assuming 6 inch thickness): Tenant: 45012.5 lbs Wellness: 39531.25 lbs

1 C

Black and White Drawing Set

Occupants:-Public- 928 total Tenant- 72 per floor Wellness- 127 per floor Total- 2719 occupants

1.2D + 1.6 L + 0.5 S = Total Load Total Live load per floor= 340 psf Total Roof Load = 180 psf

Project Location: 6025 W. St. Clair Ave. Warehouse District Cleveland, OH 44113

Floor AreasPublic- 18200 sq ft total Tenant- 7202 sq ft per floor Wellness- 6352 sq ft per floor

LoadsDead Load- 150 psf Live Load- Tenant- 100 psf - Wellness- 100 psf Snow Load- 20 psf Lateral load pressure: Wind load -1.6W= 1.6(18.5) = 29.6 psf( beginning @33 feet)

Community Wellness/ Tenant

Live Loads (OBC 1607) -Live loads used in the ddesign of buildings shall be the maximum loads expected by the intended use or occupancy

Level 5.5 1" = 30'-0"

4/14/2014 9:22:55 AM

James Lennon Andrew Foster Integrated Design Studio Arch 40102 4th Year Design II Spring 2014 Professor Peter Marks

No. 1 2 3 4

Description

Date

Iteration 1 Iteration 2 Iteration 3 Final Drawing

3/03/14 3/17/14 4/04/14 4/14/14

-Refer to table 1607.1 for uniformily distributed live loads

15' - 0"

55' - 0"

D.1

35' - 0"

1.1 1

Earthquake loads not significant enough to be calculated Rain loads do not exceed base design considerations

62' - 0"

47' - 0"

B.1 40' - 0" 22' - 0"

-Handrails and guards must be designed to resist a load of 50 lbs per linear foot

Steel deflection of structural members shall not exceed that permitted by AISC 360

Masonry deflection of structural members shall not exceed that permitted by TMS 402/ ACI 530-

16' - 2"

40' - 0"

Cleveland Warehouse District

Community Wellness/ Tenant

Structural Grid Project number

40102- Project 1 Spring 2014

Date

Author

Drawn by

35' - 0"

2.1

187' - 0"

35' - 0"

21' - 0"

Checked by

Checker

Revised

Checker

S-003

A PN

Level 5 1" = 30'-0"

Scale

1" = 30'-0"

Sheet Number

1" = 30'-0"