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Building Engineering Feasibility Study

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Building Engineering Feasibility Study Building Engineering Feasibility Study Community Partner: The Herreshoff Marine Museum - Bristol, RI Academic Partner: School of Engineering, Computing & Construction Management Fall 2013 & Spring 2014 The Roger Williams University Community Partnerships Center The Roger Williams University (RWU) Community Partnerships Center (CPC) provides project based assistance to non-profit organizations, government agencies and low- and moderate-income communities in Rhode Island and Southeastern Massachusetts. Our mission is to undertake and complete projects that will benefit the local community while providing RWU students with experience in real-world projects that deepen their academic experiences. CPC projects draw upon the skills and experience of students and faculty from RWU programs in areas such as: • American Studies • Justice Studies • Architecture and Urban Design • Law • Business • Marketing and Communications • Community Development • Political Science • Education • Psychology • Engineering and Construction Management • Public Administration • Environmental Science and Sustainability • Public Relations • Finance • Sustainable Studies • Graphic Design • Visual Arts and Digital Media • Historic Preservation • Writing Studies • History Community partnerships broaden and deepen the academic experiences of RWU students by allowing them to work on real-world projects, through curriculum-based and service-learning opportunities collaborating with non- profit and community leaders as they seek to achieve their missions. The services provided by the CPC would normally not be available to these organizations due to their cost and/or diverse needs. CPC Project Disclaimer: The reader shall understand the following in regards to this project report: 1. The Project is being undertaken in the public interest. 2. The deliverables generated hereunder are intended to provide conceptual information only to assist design and planning and such are not intended, nor should they be used, for construction or other project implementation. Furthermore, professional and/or other services may be needed to ultimately implement the desired goals of the public in ownership of the project served. 3. The parties understand, agree and acknowledge that the deliverables being provided hereunder are being performed by students who are not licensed and/or otherwise certified as professionals. Neither RWU nor the CPC makes any warranties or guarantees expressed or implied, regarding the deliverables provided pursuant to this Agreement and the quality thereof, and Sponsor should not rely on the assistance as constituting professional advice. RWU, the CPC, the faculty mentor, and the students involved are not covered by professional liability insurance. 4. Neither RWU, the CPC, the faculty mentor, nor the students involved assume responsibility or liability for the deliverables provided hereunder or for any subsequent use by sponsor or other party and Sponsor agrees to indemnify and hold harmless RWU, the Center, the Faculty Mentor, and the Center’s student against any and all claims arising out of Sponsor’s utilization, sale, or transfer of deliverables provided under this Agreement. Community Partnerships Center Roger Williams University One Old Ferry Road Bristol, RI 02809 [email protected] http://cpc.rwu.edu . HERRESHOFF MARINE Team Roger MUSEUM Reliance [P5] Vanessa Camiolo Clients: Janelle Devereaux Sandy Lee, HMM Board of Directors Kayla Newton Larry Lavers, HMM Chief Operating Zach Turner Officer Mentors: Dr. Anthony Ruocco Dr. Gilbert Brunnhoeffer i Abstract The Herreshoff Marine Museum, bordering Narragansett Bay in Bristol, Rhode Island, is best known for housing an unequaled collection of pristine yachts and ship replicas built by the Herreshoff staff. These ships are on display accompanied by “storyboard” picture exhibits depicting the life of each. The next addition to the museum is an astonishing 1/6th scale replica of the famous 1903 America’s Cup winner Reliance. The goal of this project is to make this model the cornerstone display and center of attraction for the museum. Since the museum would like to display as many exhibits as possible, a proposed addition to the existing building is necessary to house the new Reliance exhibit. Along with an enhanced visitor experience, based on the interior function and flow, the new design must encompass an exterior aesthetic fitting to the Bristol Historic District while also having Reliance visible to attract passersby on Hope Street. Our design team was supplied with a dozen architectural designs from the students of the Roger Williams University Architectural School. After discussing the strengths and weaknesses of each our team was able to narrow our choices down to one base design to conduct our feasibility and structural integrity analysis. Currently, the structural integrity of the proposed building addition has been examined by determining the wind and the snow loads, the green roof requirements, and the column and beam loads. The feasibility of the chosen design was assessed by researching Bristol zoning regulations and developing a path through the required zoning variances, which will help in the construction phase. ii Table of Contents Introduction................................................................................................................................................... 1 Specifications ................................................................................................................................................ 1 Alternative Design Solutions ......................................................................................................................... 2 Project Planning ............................................................................................................................................ 2 Engineering Analysis ..................................................................................................................................... 3 Wind Load Analysis ................................................................................................................................... 3 Snow Load Analysis ................................................................................................................................... 5 Green Roof Load Analysis ......................................................................................................................... 6 Column and Beam Design Loads ............................................................................................................. 10 Dimensional Layout ................................................................................................................................ 15 Zoning Analysis........................................................................................................................................ 18 Path through Variances ........................................................................................................................... 19 Flood Study ............................................................................................................................................. 22 Additional Considerations ........................................................................................................................... 24 Constructability Analysis ............................................................................................................................. 25 Laydown area, crane/equipment location [still working on this] ........................................................... 25 Installation of Model ............................................................................................................................... 25 Foundation Design .................................................................................................................................. 26 Conclusion ................................................................................................................................................... 32 References ................................................................................................................................................... 33 Appendices .................................................................................................................................................. 34 A. Radar Chart ..................................................................................................................................... 34 B. Gantt Chart...................................................................................................................................... 34 C. Wind ................................................................................................................................................ 34 D. Snow ................................................................................................................................................ 34 E. Column and Beam ........................................................................................................................... 34 F. Green Roof Handbook .................................................................................................................... 34 iii List of Tables Table 1 Factors determined in needing to calculate wind loads .................................................................. 3 Table 2 Horizontal wind pressure on wall and roof projection
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