COLORADO STATE UNIVERSITY WATER RESOURCES CENTER at the NATIONAL WESTERN CENTER

Program Plan April 2016

Table of contents

1. Executive summary ………………………………………………………………………………………..22. Justification……………………………………………………………………………………………………..2

2.1 History, Role and Mission 2.2 Program Needs and Trends/Future Opportunities 2.3 Benefits of Project 2.4 Relation to Academic or Institutional Strategic Plans 2.5 Relation to Other Programs or Agencies 2.6 Existing Programmatic/Operational Deficiencies 2.7 Physical Condition/Functionality of Space 2.8 Total new space requirements 2.9 External partners for collaborative and laboratory spaces 2.10 Stakeholder Engagement 2.11 Alternative analysis

3. Design criteria…………………………………………………………………………………………....143.1 Architectural Narrative 3.2 Structural Narrative 3.3 Mechanical and Electrical Narrative 3.4 Technology Systems 3.5 Utilities Narrative 3.6 Transportation, transit and site access 3.7 Environmental 3.8 Parking Requirements 3.9 LEED Goal 3.10 Flood Mitigation Analysis 3.11 CSU Standards 3.12 Code Analysis Narrative

4 Project Schedule, cost estimates, financing…………………………………………………………42 4.4 Project schedule and phasing 4.5 Financing 4.6 Cost estimate with description of methodology employed

Appendices a. Site plan, Floor plans and Elevationsb. Budget and 3rd party cost estimatec. Space programd. Potential conference usese. Stakeholder Meeting Attendeesf. LEED scoresheet

1. Executive Summary

The Colorado State University Water Resources Center (WRC) will create a convening place for rural, urban and global water interests, taking advantage of a riverside location in a unique urban context, and partnerships within the Denver Metro area. CSU’s involvement at the National Western Center (NWC) is a critical component for continued growth in agricultural innovation, creating research and development opportunities, showcasing Colorado’s innovation economy on both the national and international stages, and creating public-private partnerships with major industries to advance STEM disciplines. This project proposes an approximately 152,000 gsf building at the redeveloped National Western Center. A major partner in the project is anticipated to be Denver Water, currently programmed for approximately 68,000 gsf of core and shell space, which they will complete as a tenant finish. Other potential users of the facility include History Colorado, Denver Museum of Nature and Science, National Western Stock Show, City and County of Denver, the Globeville and Elyria-Swansea neighborhoods and others. The Center will host multi-disciplinary, year round programs that draw tourists, K-12 students, water professionals and researchers, water conferences and community members. The estimated total cost is $85-$95M (including escalation). We anticipate construction will begin in 2019. The funding for the CSU space ($60-$65M) will be from state issued Certificates of Participation (COPs) for the National Western Center redevelopment, as approved in HB 15-1344. Assuming continued partnership, Denver Water will provide funds for its core and shell space ($25M-$30M), plus the subsequent tenant finish.

2. Justification 2.1 History, Role and Mission

The National Western Stock Show started over 100 years ago and has grown to become Colorado’s most significant agricultural convention and western heritage event. In 2012 the Stock Show made a commitment to remain at its traditional location in Denver, understanding that significant redevelopment and additional partners were required to upgrade the stock show facilities and also to provide a year round venue for tourism and agribusiness research and development. With this commitment, the vision for the National Western Center was developed.

CSU has been a partner of the National Western Stock Show since its inception and has been a key player since the beginning of the Master Plan process. As Colorado’s Land Grant University, a substantial part of CSU’s educational mission is to provide agriculture related research, education and outreach. The focus of CSU’s involvement at the National Western Center will be to advance academic, research and outreach initiatives related to the state’s broad based economy in agriculture, food systems, health and western culture.

The National Western Center Master Plan was developed in coordination with multiple stakeholders to address nine Guiding Principles:

• Community and Neighborhood Integration• Engage the River and Nature• Celebrate Western Heritage• Inspire Health and Wellness

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• Build Cultural Crossroads • Be Pioneering: Break Trail and Foster Innovation • Create Fun and Entertaining Experiences • Grow Local, Regional and Global Intelligence • Embrace an Ethic of Regeneration

2.2 Program Needs and Trends/Future Opportunities

The Colorado State University Water Resources Center will create a convening place for rural, urban, and global water interests, taking advantage of a riverside location, partnerships within the National Western Center, and unique urban context.

Denver Water Partnership CSU is working closely with Denver Water to imagine collaborative research, educational, and lab spaces at the Water Resources Center. This proposed partnership would fulfill a mission to be increasingly efficient in the use and sourcing of water in Colorado. It would create collaboration around water quality, conservation, reuse/recycling, treatment and more, and would bring together academia and practice to create a cooperative endeavor that is unique in the nation.

Themes The proposed education and innovation spaces will focus on themes that could include:

• One Water (The right water for the right use) • Water, Energy, and Food Systems • Water Quality and Safety • Water and Environmental and Social Justice • Community Engagement • Water Management and Professional Development • History of Western Water • Water Law and Policy • Water Sensitive Urban Design • Regenerative Water Systems, Green Infrastructure and Low Impact Development • Recovery of Nutrients, Energy and Water from Urban Systems • Triple Bottom Line Benefits of Urban Water Systems

Overview of Facilities and Programs • Hands-on environmental education centered along newly restored mile of riverbank • K-12 educational programs and resources • Event space overlooking South Platte River • Co-working/shared space fostering collaboration • Conference space, café, auditorium, public plaza, and other public spaces • Greenhouses, as feasible onsite or elsewhere at NWC

• Potential for reclaiming resources (heat and plant nutrients) from Metro Wastewater Reclamation District that may contribute to the viability of urban food systems

• Potential to providing jobs for local community, veterans, others

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• Public/Private/Non-profit collaboration, that may include: • Research and teaching lab space • Labs for developing and demonstrating new water technologies • Multiple sources of water for water treatment research and testing • Data analysis and visualization spaces • Small-scale advanced water treatment plant (“EcoMachine”) with educational features • A focus on water and efficiency from source to use

2.3 Benefits of the project

The Water Resources Center is anticipated to be one of the first buildings to be constructed at the National Western Center and will host multi-disciplinary, year-round programs that draw tourists, K12 students, water professionals and researchers, water conferences, and community members. The Center will be designed to engage not only the water community, but the surrounding Globeville and Elyria-Swansea neighborhoods and the Denver metro area.

The facility seeks to advance state-of-the-art practices in water, provide a place for water-oriented conversations, highlight linkages between water, urban and rural food systems, and showcase various aspects of water and wastewater in the West.

The site itself is also envisioned as a research and educational opportunity with both indoor and outdoor research and demonstration areas, used by multiple partners and showcasing best practices and research outcomes.

The National Western Center is uniquely situated at the intersection of urban, rural and agricultural water interests. It sits just downstream of approximately 2.5 million people in the Denver Metropolitan area, at the edge of some the most productive agricultural land in Colorado. Most of the cities’ reusable supplies come within a mile of the complex providing a one-of-a-kind opportunity to use, reuse and test multiple sources and qualities of water on-site.

2.4 Relation to Academic or Institutional Strategic Plans

The proposed program plan is in alignment with The University Strategic Plan as follows:

Strategic Planning Goal 4: Research and Discovery Foster and disseminate research, creative artistry and scholarly accomplishments. Nurture and sustain research infrastructure that supports growth of research, artistry and scholarly accomplishments. Strategic Planning Goal 5: Engagement Collaborate with stakeholders (campus-wide, local, regional/state, national, global) for the mutually beneficial exchange of knowledge and resources in a context of partnership and reciprocity that increases CSU’s relevance and value to the State of Colorado. Strategic Planning Goal 6: Public Interaction/Strategic Partnerships Enhance community and cultural quality of life through sharing the intellectual life of the university, the arts and intercollegiate athletics.

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2.5 Relation to Other Programs or Agencies

National Western Center Partners Denver Museum of Nature & Science The WRC provides spaces for exhibits and hands-on learning for K-12 students and life-long learners that could be used by DMNS for programs that take advantage of the S. Platte River and help advance the Museum’s “No Walls” initiative.

History CO The WRC would provide various spaces for exhibits and programs that History Colorado could use to showcase the history of water in the West and its influence on how the West was settled and has transformed over time.

National Western Stock Show The WRC provides numerous event spaces that would be useful for the NWSS, particularly in January during the Stock Show, but also throughout the year for association meetings, events, lectures, etc. These spaces are currently in short supply, and the NWSS has a long list of potentially interested groups (trade associations, etc.).

City and County of Denver The City and County of Denver could make use of the site for Parks and Recreation Programs, community planning meetings, for city-led economic development activities, for City events (e.g., larger community meetings in the auditorium), etc.

Globeville and Elyria-Swansea Neighborhoods There are a number of activities and spaces that are envisioned to be primarily used by community members. Classrooms, conference, and meeting rooms would ideally be used for a variety of community activities, in addition to the outdoor plaza space and outdoor amphitheater. If the skating area and fishing pond are feasible, these would be a clear draw for local residents as well as the Denver metro area. The community kitchen space is included to meet an identified community need for teaching space, business development, and small-scale production to foster local food-related businesses.

In addition, the Globeville and Elyria-Swansea neighborhoods contain a wealth of cultural assets that can contribute to social science research on connecting community needs to the food, energy and water research that will be conducted at the WRC.

2.6 Existing Programmatic / Operational Deficiencies

The National Western Stock Show has been a major event in Denver for over a century, drawing almost 700,000 visitors to the area in 2016. The facilities are in need of upgrades and expansion to take the Stock Show through the next 100 years. In addition, the Stock Show operates for only 3 weeks in January of each year, while the National Western Center master plan envisions a complex that will accommodate the stock show needs as well as bringing year round vitality to the area. Over the years the site has become heavily industrialized, with environmental quality concerns due to historical metal smelting, waste disposal along the river, two major highways and the railroad yards. The South Platte River cannot be easily accessed and the surrounding neighborhoods of Globeville and Elyria have become disconnected due to a lack of east-west connectivity.

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2.7 Physical Condition/functionality of Existing Space

The site lies immediately northwest of gravel parking lots and National Western Drive. It is further bounded by industrial complex buildings to the north and south; the South Platte River to the west and the Denver & Rock Island Railroad (DRIR) tracks to the east. The City of Denver has launched preliminary planning and development activities, which include the acquisition of land and relocation of existing railroad tracks. The Water Resource Center is sited on property that is not yet completely controlled by the City, and negotiations to purchase land necessary to develop the building are ongoing. The site is also currently inaccessible because of DRIR tracks to the east, and the City is partnering with DRIR to relocate those tracks further to the east, along the existing National Western Drive, which will enable access to the WRC and the S Platte River. The existing site provides for significant development challenges including two 78-inch MWRD interceptor sewer pipelines, DRIR tracks, vegetation, wetland features, flood plain and potential brown field site contamination. The existing site is shown in Figure 2.1 below and in the following photographs.

Figure 2.1: Water Center Site - Existing Conditions

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Existing Site

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Key historic buildings on the site include the original 1909 Stadium Arena (the first permanent building at the stock show) the 1919 Livestock Exchange building, the 1917 Armour Administration Building and the 1952 Denver Coliseum on the south side of I-70. Each of these buildings is in need of renovation, but all have significant reuse potential.

2.8 Total New space requirements

See full space program in the appendix.

K-12 Education Spaces The concept for the K-12 education spaces, primarily on the first floor, is to provide spaces for existing and new K-12 programs related to the linkages between water, energy, food, the environment, health and more. These spaces are envisioned as flexible, to accommodate programs for various ages and interests.

K-12 Spaces Could Include:

• Community Meeting/K-12/Flex Classroom(s) • Auditorium • Atrium and Pre-function Spaces (with interpretive and art pieces) • Observatory • Outdoor Spaces including Outdoor Amphitheater • Data Visualization Room

Conference Space A list of potential conferences that might use the space is included in the appendix. Denver Water, Metro Wastewater Reclamation District and other local and regional water-related organizations have expressed interest in using the site to host small to mid-sized conferences, and perhaps larger conferences once other spaces at the NWC are constructed.

Conference Spaces Could Include:

• Atrium and Pre-function Spaces • Auditorium • Observatory • Classroom Spaces • Flexible and Academic Spaces • Board Room

Community Spaces The community spaces are envisioned as providing needed meeting and event space. Some are shared with K-12 programming to maximize the use of space, and some are separate (e.g., Board room and upper level classrooms) to provide a variety of event and spaces to match community needs.

One need that has been identified in the community is a commercial teaching kitchen. This space would provide a location for existing and new nutrition and cooking classes (provided by CSU and other partners), as well as a location for small community businesses and participants in business incubation programs to develop and produce their products. It is envisioned as adjacent to the restaurant kitchen for efficiency.

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Community Spaces Could Include:

• Community Meeting/K-12/Flex Classroom(s) • Community Kitchen • Auditorium • Atrium and Pre-function Spaces • Board Room and Classrooms • Observatory • Outdoor Spaces

Outdoor Spaces The Water Resources Center has outdoor spaces that provide research, educational and outreach, and recreational opportunities. With a direct link to the S. Platte River, outdoor educational and recreational programs could easily launch from the WRC. With multiple water sources available (e.g., South Platte River, Metro Wastewater influent/effluent, non-potable water from Denver Water’s Recycling plant, potable, etc.) research on the water quality and treatment requirements for beneficially using these various types of water for landscaping, food production and other local, water-intensive businesses are envisioned. The Urban Drainage and Flood Control District (UDFCD) has expressed some interest in potentially using exterior spaces for research on stormwater management. UDFCD might occupy some of the collaborative and laboratory space in order to achieve their research objectives.

Various recreational opportunities are also possible, and would draw visitors during all seasons. Areas that are vegetated in the summer could be turned into winter ice rinks. A fishing pond and other assets could be used for summer programs offered by existing organizations that provide outdoor and environmental education programs.

Details of the outdoor programming will emerge in later phases, but the proximity to the S. Platte River makes the outdoor areas of the site uniquely well-suited for various research, educational and outreach programs.

Restaurant and Coffee Shop These spaces are envisioned to attract community members and Denver metro residents to the NWC. While no coffee shop or restaurant owner or operator has yet been identified, the concept is that the coffee shop and restaurant staff might provide instruction in the community kitchen, and might also provide internship opportunities for CSU students (e.g., in the Hospitality or Nutrition Programs) and employment opportunities for local community members, students and CSU graduates. There is also potential to collaborate with similar departments at MSU Denver, and to match up CSU Extension with MSU’s Urban Agriculture program to conduct outreach to growers and chefs in the Denver metro area. The facilities could also provide opportunities for CSU research on design, and opportunities for corporate partnerships.

Data Visualization Room This space would provide methods for having virtual reality experiences or to visualize data in novel ways. This space could allow a K-12 student to virtually “be” a drop of water that travels the S. Platte River from headwaters to ocean, or would allow Denver Water or watershed researchers to visualize large datasets from municipal or watershed sensors. This space could be used by other institutions as well, including

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Metropolitan State University’s One World One Water Center. The data visualization would not necessarily be constrained to water related topics, and could include health, energy, data on the NWC site’s sustainability features and operations, etc.

Innovation Center The Innovation Center will be a scientific proving ground for technologies that are geared toward the efficient use and re-use of water. It is envisioned to provide leasable space for the testing and prototyping of water and wastewater treatment, nutrient recovery, and water distribution technologies. The space will have large “test bays” for the installation of pilot- and demonstration-scale technology that is in development and these bays will provide connections to the multiple water sources that are a unique feature of the WRC.

It is expected that Denver Water and other partners will use this facility while also collaborating with CSU faculty and using CSU students to assist in research. The proximity to Metro Wastewater Reclamation District’s facilities also makes it a very attractive asset to support MWRD’s research agenda far into the future. Several of the bays will also be visible and/or accessible for educational purposes for CSU and other partners.

The Innovation Center fills a gap for large-scale prototyping and testing in technology development of equipment and processes for many start-up and existing companies to help bring new products to market. In addition, with the availability of multiple qualities of water, the Innovation Center will be well-suited for research and development focused on water issues in contexts ranging from developed urban areas to rural developing countries.

In addition to the test bays, the Innovation Center will include demonstration and testing areas for water-efficient fixtures, a “Home of the Future,” and various methods to capture and reuse water on-site.

Denver Water Advanced Water Quality Lab The Advanced Water Quality Lab will become the site for Denver Water’s water quality testing program, which tests more than 30,000 samples and 250,000 constituents per year.

The lab will provide for Denver Water’s water quality testing program:

• The ability to test more than 30,000 samples and 250,000 constituents per year • Support for field water-quality monitoring/collection/disinfection programs • Lab support for research and development for water quality applications, including those developed

at the Innovation Center

Collaborative and Lab Spaces The collaborative and flexible spaces identified in the program plan are intended to be used by public, institutional (CSU and other K-20 institutions), governmental and non-profit organizations that are focused, at least in part, on water and innovation. The co-working and collaborative spaces are adjacent to various labs that can be used for technology prototyping and testing. This lab space, in connection with the Innovation Center, fills a need that many technology developers face in finding opportunities for prototyping and testing at the appropriate scale.

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Potential Users of the collaborative, co-working, and lab spaces have been identified, and conversations with additional potential partners and tenants are ongoing, both within CSU and externally. The following list represents potential partners, but is by no means exhaustive and will change and expand during additional program refinement.

CSU Water Center and Colorado Water Institute The CSU Water Center will connect CSU’s world-class water research faculty and graduate students to the stakeholders and partners of the National Western Center. Opportunities for research collaborations, as well as short courses, educational events and distance education will be leveraged at the National Western Center. The Colorado Water Institute has a mission to work with all of Higher Education in Colorado and we envision an emphasis on western water policy and law scholarship and education with our partners at the Colorado Supreme Court, University of Denver, the University of Colorado and the Colorado Water Conservation Board and continued collaboration with MSU Denver’s One World One Water Center.

CSU Water Center and CWI Space Could Include:

• 2nd Floor Collaboration Space • 5th Floor Academic and Collaboration Space

CSU Ag Innovation Center The Agricultural Innovation Center is envisioned as flexible office and co-working space, managed by the College of Agricultural Sciences. While the model for this Innovation Center is still in development, the concept is to provide office/co-working space for several ag-related start-up companies, as well as space for the staff of an “Agricultural Innovation Fund.” The Ag Innovation Center may benefit from proximity to shared lab space, experts on water policy and finance, as well as the One Water Solutions Institute and One Health Institute.

Ag Innovation Center Space Could Include:

• Flexible spaces and offices on the 6th floor with access to the Board Room

CSU One Water Solutions Institute The One Water Solutions Institute space would house researchers and students focused on innovation of water management systems including water sensitive urban design, infrastructure systems and cloud based water analytics. The One Water Solutions Institute encompasses several research initiatives and centers at CSU, including the Center for Energy Water Sustainability, the Urban Water Innovation Network and the CSU Stormwater Center. Research occurring at these centers includes green infrastructure/low impact development stormwater best management practices, water reuse and urban water harvesting, wastewater reuse, energy recovery, nutrient recovery, quantifying life cycle costs of innovative water infrastructure, triple bottom line benefits of innovative water systems, integrating water systems with urban planning and design, cloud based water analytics, and integration of data systems.

One Water Solutions Institute Space Includes:

• 5th Floor Academic and Collaboration Space • Innovation Center

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• Outdoor research areas

CSU One Health Institute The One Health Institute is a trans-disciplinary Institute with a unique focus on the interdependent relationships between human, animal, and environmental health. Three programs for OHI have been proposed: Food Systems and Health, Urbanization and Health, and Environmental Change and Health, all of which have clear connections to the NWC themes and local partners, and are suited for the community spaces of the WRC. At the WRC, OHI, working together with the communities that would be served, could explore the use of space for programs focused on these three themes, as well as providing integrated health care in partnership with CU Anchutz and other health and wellness providers. The concept of a WRC location for OHI is in early stages, and specific spaces have not yet been identified. Additionally, the location within the WRC may be a temporary location, with the service provision moving to another NWC or Denver metro location if necessary.

CSU One Health Institute Spaces Could Include:

• 5th Floor Academic and Collaboration Space • 1st Floor Office Space or Use of Classroom/K-12 Space • 2nd Floor Collaboration Spaces

2.9 External Partners for Collaborative and Laboratory Spaces Metro Wastewater Reclamation District Metro Wastewater Reclamation District (MWRD) is interested in using the site for research and prototyping of technology. Metro Wastewater is one of the most progressive wastewater utilities in the country and is always looking to improve the facility’s operations and bring greater value to its ratepayers while being a good citizen in the community. Resource recovery (e.g. heat, nutrients, water, metals) is a concept that is increasingly being embraced by water reclamation districts such as Metro Wastewater but the technologies required to achieve this vision are relatively new and in many cases untested at utilities similar to MWRD. Since the Metro Wastewater facilities are in close proximity to the NWC site, it is very likely that they would utilize the Innovation Center for much of the prototype and demonstration scale testing of new technologies. There is already a collaborative arrangement between CSU research teams and Metro and therefore continued work at the WRC would be an extension and expansion of these efforts.

In addition, the National Science Foundation has a well-funded initiative to develop a network of “test beds” for advancing water reclamation technology at a larger scale than can be done in laboratories. The WRC and Innovation Center would be an ideal location to establish a test bed and this opportunity will be pursued through the Metro/CSU collaboration.

Metro Wastewater and Reclamation District Spaces Could Include:

• 5th Floor Academic and Collaboration Space • 2nd Floor Collaboration Space • Innovation Center • Outdoor Space (and potentially greenhouses)

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Urban Drainage and Flood Control District Urban Drainage and Reclamation District (UDFCD) has also expressed some interest in potentially using exterior spaces for research on stormwater management. UDFCD might occupy some of the collaborative and laboratory space in order to achieve their research objectives.

Urban Drainage and Flood Control Spaces Could Include:

• 5th Floor Academic and Collaboration Space • 2nd Floor Collaboration Space • Outdoor Space

Greenway Foundation and The Water Connection The Greenway Foundation offers two programs to benefit the Water Resources Center: SPREE and The Water Connection. The SPREE program, as one of the strongest environmental education opportunities for children in the Denver Metro area, has expressed interest in using the WRC and its ideal location on the river for running portions of these programs.

The Water Connection works at the nexus of various water-related partners and stakeholders to further innovation in thought and practice for Colorado’s watersheds through programs, events, and projects. The Water Connection connects concepts, disciplines, people, and resources to further action toward resilient watersheds.

Greenway Foundation and Water Connection Spaces Could Include:

• 5th Floor Academic and Collaboration Space • 2nd Floor Collaboration Space • Board Room • Data Visualization Center • Innovation Center • Outdoor Space • 1st Floor Office Space or Use of Classroom/K-12 Space

Metropolitan State University of Denver MSU Denver is interested in collaborating in a variety of ways at the Water Resources Center. First, the One World One Water (OWOW) Center is interested in collaborating with Denver Water and CSU to explore interdisciplinary opportunities for undergraduate research and development focused on water issues in urban areas. Second, the MSU Denver Chemistry Department would be interested in on-going partnerships with water-related research at the site.

MSU Denver Spaces Could Include:

• 5th Floor Academic and Collaboration Space • 2nd Floor Collaboration Space • Innovation Center • Outdoor Space • 1st Floor Office Space or Use of Classroom/K-12 Space

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2.10 Stakeholder Engagement The program for the Water Resources Center was developed via a series of meetings and design sessions, both on the CSU Fort Collins campus and in Denver. CSU Water Center faculty and students, and representatives from each college, were involved in developing the CSU Water Resources Center program concepts. A total of over 30 CSU representatives were involved in these meetings. Over 50 water stakeholders from public, private, and non-profit organizations attended the Denver-based meetings to further develop the initial concepts identified by CSU into the current program plan.

To understand the Denver metro water community’s needs and how CSU can best integrate with and innovate around existing work, CSU hosted a large introductory session (30 attendees) and two additional design meetings (30 attendees). Denver Water approached CSU about potential partnership in October 2015, and the program plan quickly evolved to incorporate their programming concepts.

Separate meetings were also held with each NWC partner and with other stakeholders. CSU and Denver Water met frequently once that partnership emerged. Over 50 people participated in one or more of the Denver-based meetings. A list of all meeting attendees is included in the appendix.

Ideas that ultimately became part of the program were heard from multiple sources and synthesized into a unified program. This community of stakeholders will continue to be engaged as the program is refined before entering into the design phase. It is anticipated that additional partners and stakeholders will emerge over time and will be engaged in program refinement and design.

2.11 Alternative analysis Discussions are currently ongoing with many potential partners for this facility and the program plan has been developed to be as flexible as possible. The design could change as partnerships are finalized or if donations are realized. For example, if Denver Water does not end up as a partner in this project the entire north wing can be deleted, along with the atrium that joins the wing to the main building. Other possible changes might include the deletion of the auditorium if that function moves to another master planned facility. The restaurant could also be reprogrammed if that function moves to another facility. These changes would result in lower costs for the project and the funds would then be reassigned through the Long Bill supplemental process to the other CSU projects in the NWC masterplan.

3. Design Criteria

3.1 Project Description- Architectural narrative

The Water Resource Center (WRC) will be an inter-agency joint-use facility dedicated to water resource management; public policy research and development; and community education about water sources, uses, and quality. The project consists of a seven-story tower with a 2-story wing attached via an atrium. The atrium provides access to the auditorium and a plaza overlooking the river. The narrative below discusses the programmed spaces:

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• Research groups are accommodated on several floors of laboratories housed within a seven-story tower, while a two-story wing is intended for a public agency water quality laboratory.

• Undergraduate, graduate and post-doctoral study and research will be accommodated throughout the building, but primarily in classrooms and research laboratories. Lectures, seminars, and colloquia will be held within an auditorium.

• K-12 education and outreach will be accommodated both within the building and across the site. In the building, students will have access to classrooms, a virtual reality laboratory, tours of the research labs, possible tours of the public agency laboratories, and a rooftop observatory providing comprehensive views of the mountain watershed, the adjacent South Platte River waterway, and the downstream plains. Didactic elements in an atrium space and throughout hallways will provide information about water resources. Across the site, students will have access to a research garden, a pathway along the waterway and means to enter it, and talks within the auditorium.

• The general public will have access to multi-use meeting rooms, the virtual reality laboratory, classrooms, the auditorium, and scheduled facility tours. The site, including an entry plaza, the research garden, and the waterway pathway will provide venues for educational enrichment as well as education.

SITE The site elements supporting the building program are planned to include parking, plaza spaces, arid landscaping concepts, demonstration garden and winter ice skating pond all spanning over 6 acres. This site plan is conceptual and will be developed in more detail as the full NWC site plan evolves. New roadways will likely serve as the primary access to the Water Center site while also serving as the primary utility corridors. Driveway access to the site will be provided from Bettie Cram Drive and National Wester Center Drive.

An entry plaza with bus drop-off anchors the south side of the site, where the main entry to the facility is located. It includes a small amphitheater and landscape islands/planters for demonstration gardens and events. From it a walkway leads down to the bank of the river and back up on the north side of the building to parking and a demonstration garden. A secondary entrance is located on both the east and north side of the building, connected by a pre-function space and the Auditorium. Parking is located north of the building, adjacent to the Auditorium pre-functional space and the interagency wing. New Bicycle parking will be incorporated in the Site Design.

FIRST FLOOR

Circulation through the building is anchored by a vestibule and atrium on the south, and extends through the building by a Commons corridor that is connected with the auditorium pre-function space on the north. This primary path is bisected by a north atrium with views to the river on its west end.

The Commons corridor and north atrium divide the first floor into four quadrants. The southeast quadrant houses a restaurant and coffee shop, and support space. The southwest quadrant houses publicly accessible, multi-use classrooms and a virtual reality space. The northeast quadrant houses the water quality labs. The northwest quadrant houses the auditorium.

The south atrium extends the full height of the building, serving as the circulation and organizational anchor. 15

SECOND FLOOR

On the west part of the floor, overlooking the South Platte, are a collaboration space, a laboratory, and conference rooms.

In the center are located offices and a dry laboratory.

On the east are located wet research laboratories.

THIRD FLOOR

The third floor houses inter-agency collaborative and research spaces– which are connected by a bridge across the north atrium to the 2-story wing.

FOURTH FLOOR

The fourth floor houses inter-agency collaborative and research spaces.

FIFTH FLOOR

The fifth floor houses faculty and administrative offices, one flexible classroom for two 50-seat rooms or one 100-seat room; a 50-seat classroom; and a 60- seat classroom.

SIXTH FLOOR

The sixth floor has a boardroom with dramatic views of the South Platte below and Front Range beyond to the west, and a large laboratory/teaching space with an outdoor teaching terrace balcony.

SEVENTH FLOOR

The seventh floor has an Observation room with balconies on the south and west, providing panoramic views of the Rocky Mountain watershed beginning at the east slope of the Front Range extending down through the foothills to the South Platte waterway and across the plains to the east. Its east half is primarily a mechanical penthouse.

CONSTRUCTION

The building is a steel-framed composite structure clad with limestone- and sandstone-colored precast concrete panels; metal panels; clear and spandrel glass, and stucco. These materials could be revised as Design Standards are developed for the entire National Western Center complex. However, they are the basis of the current cost estimate and consistent with CSU design standards.

See conceptual floor plans and building elevations in Appendices.

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3.2 Structural narrative

STRUCTURE OVERVIEW:

The Water Resources Center is planned to be a seven story building which will focus on water/river research, education and outreach. The first floor houses public spaces for water/river education including a restaurant, convention center, classroom space and an auditorium. The upper floors will be primarily water research laboratories as well as classroom and office spaces. The seventh floor level will be an open rooftop observatory with an observation balcony.

Design loads and criteria are listed later in this report. CSU has instructed the design team to design the upper level floors housing the labs to meet the stringent vibration criteria listed in the CSU Design Standards, under “Laser and Nanotech Labs” noted below.

ROOF FRAMING:

The roof levels vary, with the main portion of the building to the south being seven stories and northern portions being three stories with the design to include a future fourth floor water lab. The auditorium will be a single story structure with sloping seating area. Roof framing over the auditorium will consist of steel deck supported by steel joists or joist girders, beams, and columns. The roof structure over the remaining portion of the building will be cast in place concrete pan joists or slab system with concrete beams and columns. The roof structure over the Atrium area will be an architectural feature constructed of structural steel and metal decking.

UPPER LEVEL FLOOR FRAMING:

The upper floor framing will be constructed of a cast-in-place concrete structure in the lab areas to meet the stringent vibration criteria of a “Laser and Nanotech Lab”, as specified on the CSU Design Standards.

FIRST FLOOR FRAMING:

The first floor is anticipated to be a concrete slab on grade. The auditorium floor slab will be sloped approximately 13’ to accommodate the theater seating. LATERAL:

It is anticipated that the lateral resisting system will be a shear wall/frame interactive system with ordinary reinforced concrete moment frames and ordinary reinforced concrete shear walls. FOUNDATION:

The assumed foundation type is concrete grade beams spanning between concrete drilled piers, pending a soils report for the site.

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MATERIAL SPECIFICATIONS:

Concrete: Concrete shall obtain 28-day compressive strengths as follows:

1. Drilled piers and grade beams: 4,500 psi 2. Slabs on Grade 3,500 psi 3. Exterior Site Concrete: 3,750 psi 4. Concrete Beams and Columns 4,000 psi

Reinforcing Steel: Grade 60, ASTM A706 where welded reinforcement is required

Steel: All structural steel shall be ASTM A572 - grade 50 or ASTM A992 except miscellaneous angles

and channels which may be A36 steel, and tubes, which shall be ASTM A-500, Grade B.

STATEMENT OF CODE COMPLIANCE:

Structural Drawings will be prepared to comply with the most current version of the International Building Code and applicable codes referenced therein. A Statement of Special Inspections should be submitted to the State as a part of the Construction Documents.

DESIGN CRITERIA:

Roof Snow Load: 30 psf

Ground Snow Load (for snow drifting calculations): 35 psf

Is= 1.20

Wind Loads: Exposure C, Vult = 120 mph Iw= 1.15

Seismic Loads: (Equivalent Lateral Force Procedure)

Response modification coefficient R= 4 ½ (Table 12.2-1 F ASCE 7-10) IEQ

= 1.25, Ss = 0.180g, S1 = .058g

Risk Category III, Site Class D (Assumed)

VIBRATION STANDARDS

From CSU Design Standards

Space Type Vibration structural dynamic criteria, peak to peak maximum total motion, vertical (micro-inches)

Typical Center bay minimum static stiffness that will meet vibration structural dynamic criteria (pounds/inch)

Laser/Nanotech Labs 100 1,000,000

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3.3 Mechanical and Electrical narrative

HVAC Systems General: The mechanical systems for the New Water Resource Center will meet the requirements of the facility user’s along with meeting the needs of project budget, energy conservation, sustainable design and building maintenance. The mechanical design shall comply with the most recent version of the CSU Building Design Standards; the latest adopted International Building, Plumbing and Mechanical codes and applicable requirements of NFPA. For the purpose of code compliance, it is understood that this building is located on the State of Colorado Property and is under the jurisdiction of Colorado State University Code Authority. However, the design team for this building should confirm the ultimate code authority before proceeding to determine if The City and County of Denver will be involved as well as the local fire department.

Environment: Temperature ranges should be 72° F for heating and cooling (note: CSU Standards require the ability to adjust cooling set point to 78° F). Humidity control needs to be reviewed with the owner in detail, as adding and/or removing humidity is a large energy cost. The building in general is not anticipated to require humidity control.

Supply Air: Air handling unit(s) will reside in a penthouse mechanical room and provide the building with

conditioned air. Based on the current design, the anticipated airflow for the building is 348,200 cfm, which includes the CSU requirement of 20% excess capacity. Air distribution will be by medium pressure ductwork to the floors and then distributed to the spaces by variable air volume boxes with reheat coils and low pressure ductwork. Air handling units are proposed to be in two separate penthouses to avoid crossing ductwork through the center atrium space. In each penthouse, it is proposed to have two partial redundant air handling units.

The penthouse for the west tower (7 story portion) is proposed to have two air handling units sized at approximately 89,250 cfm each. The penthouse for the east portion (4 story portion) is proposed to have two air handling units sized at approximately 84,850 cfm each.

Stairway Pressurization: For the 7 story portion of the building, stairway pressurization will be required to meet code. The

design shall be reviewed with the authority having jurisdiction and the fire department. Exhaust Air: Exhaust air will be comprised of laboratory exhaust, kitchen grease exhaust, atrium smoke exhaust

and general exhaust. General exhaust systems will exhaust the restrooms, janitor closets, copier rooms and other sources

of contaminants. Kitchen grease exhaust will be required to be dedicated and installed in a dedicated shaft extending

to the roof. Ductwork shall be welded. Exhaust fans shall be rated for high temperature grease/smoke applications.

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Laboratory exhaust needs to be routed separately per floor in rated shafts such that the exhaust duct enters the bottom of shaft and nothing else can penetrate each shaft. The ductwork can typically be combined once outside the building on the roof. Lab exhaust ductwork needs to be comprised of materials suitable for corrosive air streams. PVC Coated or Stainless Steel ductwork is anticipated. Based on the current design, the anticipated exhaust airflow for the East tower (7 story) is approximately 89,500 cfm and for the West portion (4 story) is approximately 150,300 cfm, both amounts include the CSU Standard 20% excess capacity. A wind tunnel exhaust dispersion analysis should be considered to ensure there will be no re-entrainment of hazardous air into the building.

Smoke exhaust will be required for the two atriums in the building. Each atrium shall be provided

with its own smoke exhaust system. Due to the location of this building, the local fire department should be an integral part of deciding which calculation method should be incorporated for sizing the system. In addition, determination of how the system should be controlled is required. On past CSU projects, the 3rd party code reviewer, Engineer of Record and Fire Authority would arrive at a strategy for atrium smoke control based on the type of building.

Return Air: Return air will be brought back in order to recover as much energy as possible. Low velocity ductwork

and plenums will be used. Based on the current design, the anticipated return airflow for the East tower (7 story) is approximately 89,000 cfm and for the West portion (4 story) is approximately 19,400 cfm, both amounts include the CSU Standard 20% excess capacity.

Energy Monitoring: The building automation system shall have metering in place to allow energy monitoring and therefore give building operators an ability to identify inappropriately high energy use. Air Handling Units: The air handling units serving the new Water Resource Center will be equipped with pre-filters, final filters, return fan sections, mixing sections, energy recovery coils, heating coils, cooling coil, and supply fan section. All fans in these air handlers will have variable speed drives. Fan wall/array construction is anticipated. Heating Hot Water: A new hot water boiler plant will be required for this building. The anticipated heating load for the building is approximately 13,600 MBH. The boiler plant is proposed to utilize four (4) condensing style hot water boilers. Supply and return heating water piping will be distributed from the boilers to the terminal air boxes, baseboard perimeter heaters, unit heaters, and fan coil units. System sizing should be based on a maximum of 140 degree water to ensure high efficiency along with an aggressive reset schedule to improve the efficiency during warmer months. Chilled Water: A new 800 Ton chiller plant will be required for this building. A water cooled chiller plant is proposed and anticipated to accommodate two chillers at approximately 400 Tons each. Two matching cooling towers, condenser water pumps and primary variable flow chilled water pumps are required. A water

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side economizer heat exchanger should be considered for process cooling in the winter as well as keeping the chillers off line during shoulder (mild) seasons. Delta-P control valves are required for all cooling coils.

Energy Recovery: Energy recovery in the form of glycol run around will be required since the air handling units are proposed to be indoors and the exhaust fans must be outside on the roof. A 50% effectiveness on the design heating day will be required to meet IECC. Consideration should be given to implementing an intelligent high efficiency energy recovery system in order to meet the IECC 50% or better effectiveness without compromising the supply and exhaust air static pressure drop.

Controls: This facility will allow either Johnson Controls or Alerton Controls DDC system which will have the

ability to connect to the CSU Ft. Collins campus network. Laboratory controls shall be implemented for the tracking pairs of supply and exhaust air valves. The laboratory ventilation controls shall be read/writeable through BACnet so that the building automation system can fully integrate to this system.

Plumbing Systems

Water: Domestic cold water service will be provided from local water company. The services will enter the building and be provided with dual backflow preventers per CSU Standards and metered per the local water company. It will then be distributed to a potable water system for restrooms, janitor’s closets, break rooms, and kitchens. An industrial water system will be provided for the laboratory spaces. Hot water will be generated from condensing style instantaneous water heaters and will be distributed to the building. Independent hot water recirculation systems shall be used for the domestic and industrial hot water systems.

Waste and Vent: Waste and vent will be collected in a cast iron piping system and routed to the sanitary sewer. For the laboratories utilizing chemicals, dilution or acid neutralization shall be provided at the lab sinks. As noted at the start of this narrative, confirm the authority having jurisdiction. If the City and County of Denver becomes the code authority, then a central acid waste system with corrosion resistant piping and a central acid neutralization tank will be required.

Water Conservation:

Plumbing fixtures will be selected to provide substantially reduced water use (Water Closet = 1.28 gallons/flush; Urinals = 1/8 gallon/flush; Lavatories = 0.5 gpm).

Roof Drainage:

Primary roof drainage will be piped to the storm water system. Overflow roof drainage will be piped to a location at the exterior wall for visual observation by the owner.

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Fire Protection Systems The building will be sprinkled throughout. The majority of the building will be served by a light hazard sprinkler system; however there are several spaces that will require Ordinary hazard. Ordinary hazard coverage is anticipated for the laboratory spaces, kitchens and storage spaces. Due to the height of the building, a stand pipe system will be required along with a fire pump to achieve 100 psi at the roof.

Electrical Systems General: The electrical systems for the New Water Resource Center will meet the requirements of the facility users along with meeting the needs of the project budget, energy conservation, sustainable design and building maintenance. The design will comply with the most recent version of the CSU Building Design Standards, the latest adopted International Building Code, the 2014 National Electrical Code and applicable requirements of the NFPA. The various aspects of the Electrical Systems design will be discussed within this portion of the narrative. Building Electrical Service: Due to the size of the building, a pad mounted primary metering cabinet is anticipated to be provided by the utility company (Xcel Energy). The following components will be the responsibility of the project. A 15kV medium-voltage feeder will be provided from the utility company furnished primary metering cabinet to a metal-clad, medium-voltage (15kV), NEMA 3R, 600-amp switchgear equipped with (2) fused primary distribution switches. The metal-clad switchgear will feed two (2) 2500kVA, 15kV-480/277V, 3-phase, 4-wire pad-mounted, oil-filled transformers using underground 15kV medium-voltage feeders. The metal clad switchgear shall have the capability to be expanded for connection of future sections. The secondary feeders will be routed underground from each pad mounted transformer to separate main distribution switchboards located within the main electrical room. Medium-voltage cables shall be copper, installed in conduit within a concrete duct bank and shall be consistent with CSU Standards. The pad mounted transformers shall be filled with Envirotemp FR3 insulating liquid. The pad mounted transformers shall be equipped with aluminum windings, fused primary overcurrent protection (Bayonet type, oil immersed expulsion fuses), dead break bushings, load break switches, bushing well inserts, lightning arrestors, parking stands, two-hole compression lugs and additional accessories per CSU Standards. Building Electrical Distribution: Two separate 480/277 volts, 3 phase, 4 wire services will be obtained from the pad-mounted transformers. Each set of underground secondary feeders will be connected to 3,000A rated, 480/277V, 3-phase, 4-wire main distribution switchboards (MDC-1 and MDC-2). The switchboards will be equipped with a 3,000-amp adjustable-trip, ground fault main circuit breakers and molded case adjustable trip electronic feeder breakers. Circuit breakers will be provided with fully adjustable settings. The MDCs will be equipped with alternative maintenance switches (AMS) per the NEC to temporarily reduce the short-time delay setting of the main circuit breakers for maintenance purposes and reduced arc flash potential. Spare circuit breakers and bussed spaces will be provided for future load connections. The MDCs will also be equipped with external surge protection devices. Dry-type step-down transformers will be sized to provide code-defined demand load. In order to help mitigate harmonic currents which can be generated by the personal computers and laboratory equipment and other

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electronic equipment, all transformers except those used for low voltage mechanical and emergency loads, will be K-rated type. Branch panelboards, sub-distribution boards, and the main distribution switchboard will have copper bus bars. All circuit breakers will be bolt-in type. These may be plug-in type provided they have a positive locking mechanism. All lighting and power branch panelboards will be door-in-door type construction and provided with minimum 30% spare circuit breakers. The main electric room will be located on the first floor and contain the main distribution switchboard, the first floor branch circuit panelboards and associated step-down transformers. Branch electric rooms located on the first thru seventh floors will contain branch circuit panelboards and associated step-down transformers. All feeder conductors will be copper. An anticipated 1000kW/1250kVA (rated at site elevation), 480/277V, 3-phase, 4-wire diesel generator will be located outside. The generator will be equipped with a weatherproof, 75dba sound attenuated enclosure with critical exhaust silencers. Additionally, fuel storage will be provided in a skid mounted UL 142 double wall tank to provide a minimum of twenty-four (24) hours of continuous operation under full load conditions. The generator will be capable of being online and providing power within ten (10) seconds. The generator will be connected to the building automation system for monitoring purposes. The generator is anticipated to be equipped with an onboard load bank. The emergency main distribution board (generator distribution switchboard) will be rated 1,600A, 480/277V, 3-phase with a 1,600A main circuit breaker and ground fault monitoring. The system will be designed and sized to provide power to legally required emergency loads (emergency egress lighting, fire pump, fire alarm system, security system, smoke exhaust system, etc.), legally required standby loads (mechanical equipment, communication systems, lab equipment, etc.) and optional standby loads (remaining building loads). A total of three (3) separate 4-pole, programmed transition automatic transfer switches, equipped with bypass are anticipated. The emergency main distribution switchboard and automatic transfer switches will be located in the first floor emergency electric room. General Power: Laboratory areas will be equipped with dedicated branch circuit panelboards and dedicated receptacles/power connections as necessary for equipment. Additional receptacles will be provided throughout each lab space for convenience purposes. Each private office will be equipped with a minimum of four (4) duplex receptacles. Each conference room will be equipped with a minimum of four (4) duplex receptacles for general convenience purposes. Additionally, one (1) combination power-tele/data floor mounted device will be centered under the conference room table. Power will be provided in each location as necessary for ceiling mounted projectors, projection screens; wall mounted digital displays, audio/visual equipment, motorized shades, etc.

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Duplex receptacles will be provided throughout the building for general convenience purposes in corridors, lobbies, mechanical rooms, electrical rooms, janitor closets, restrooms, machine rooms and other similar spaces. Additional devices and circuits will be provided as required for electric water coolers, copy machines, refrigerators, coffee makers, dishwashers, garbage disposals, microwaves and other owner furnished equipment. Duplex receptacles with integral 5-VDC/3.1-amp, “USB” charging ports are anticipated to be located in gathering areas and collaborative work areas. These devices shall be “USB 2.0/3.0 compatible” class 2. A minimum of thirty (50) USB receptacles are anticipated. Exact locations of these devices will be determined as the design progresses. Telecommunications rooms will be equipped with one (1) general convenience receptacle and additional power connections and specialty receptacles as necessary for equipment racks, access control equipment, etc. per CSU Standards. Power will be provided for building mechanical equipment, the elevators, elevator ancillary equipment, fire pump, etc. as required. Weatherproof, GFI type receptacles will be provided around the perimeter of the building as necessary for exterior convenience. All exterior receptacles will be equipped with in-use type weatherproof covers. EMT conduit shall be used throughout the building for electrical feeders, electrical branch circuits, low voltage systems, etc. EMT conduit smaller than ¾” will not be allowed. MC cable is not allowed for use, per CSU Standards, unless specifically defined otherwise. MC cable will be allowed for whips (not exceeding 6-ft in length) for connection to individual luminaires. All branch circuit conductors will be copper with ground. Each branch circuit shall utilized dedicated ground and neutral conductors. Lighting: The following luminaire types are anticipated to be provided. Base design will be 28W/T8, 3500°K color temperature and 85 coloring rendering index (CRI) minimum for fluorescent lamps and energy efficient electronic ballasts in the individual spaces. • Labs Areas (with lay-in type ceilings): Recessed, linear fluorescent luminaires. The lighting system will be

designed to provide 50-footcandles on the work surfaces. • Labs Areas (with open structure ceilings): Surface or pendant mounted LED luminaires. The lighting

system will be designed to provide 50-footcandles on the work surfaces. • Offices and Computer Areas: Pendant mounted direct/indirect linear fluorescent luminaires. • Conference Rooms: Compact fluorescent downlights connected to dimmers to provide a source of

illumination for presentations and specific tasks. Fluorescent pendant mounted direct/indirect lighting for general lighting.

• Corridors: Recessed linear fluorescent luminaires spaced evenly through the public corridor areas for general illumination. Recessed compact fluorescent downlights are anticipated in drywall ceiling areas.

• Lobbies (standard ceiling heights): Recessed, compact fluorescent downlights will be used in the lobbies in areas with standard ceiling heights, less than 12-ft.

• Atriums/Lobbies (high ceilings): Due to the need for a high output lighting solution in these areas and difficult maintenance access, recessed LED downlights will be used to provide general lighting. Designated

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luminaires in these areas will be equipped w with emergency battery packs. It will be necessary to remotely mount the LED drivers and emergency battery packs to more accessible locations.

• Mechanical/Electrical/Telephone/Storage Rooms: Lighting will be 2-lamp fluorescent strip fixtures or, where conditions warrant, 2-lamp surface fixtures with wraparound lenses.

• Restrooms: Recessed linear fluorescent luminaires are anticipated to be located along the walls above the restroom fixtures. Additionally, recessed compact fluorescent downlights will be located in the center areas.

• Emergency Egress Lighting: Designated luminaires will be equipped with emergency battery packs to provide code required emergency egress illumination along the paths of egress. Exit signs will be provided throughout the building as required and will be equipped with emergency battery packs and self-diagnostic electronics.

• Exterior: Weatherproof wall mounted LED luminaires are anticipated to be located around the perimeter of the building and recessed LED downlights are anticipated at entry canopy locations. Pedestrian circulation areas are anticipated to be illuminated using pole mounted LED luminaires per CSU Standards (Kim Archetype LED). All exterior luminaires will have sharp cut-off distribution characteristics.

Lighting Controls: Means for automatic lighting controls are anticipated to be added throughout the project area to comply with the requirements of the 2012 International Energy Conservation Code (IECC) for interior lighting.

Individual offices, conference rooms, computer labs and other similar spaces are anticipated to be equipped with vacancy sensors and manual switches. Spaces equipped with three (3) or more luminaires located along perimeter walls are anticipated to be equipped with daylight harvesting photocells as required by the 2012 International Energy Conservation Code (IECC). The photocells will be low voltage, ceiling mounted devices in these locations.

Luminaires located in corridors and public areas will be controlled by a lighting relay panel located on each floor and ceiling mounted occupancy sensing devices.

Lab areas will be equipped with low voltage manual switching in a zoned arrangement. These spaces will not be equipped with occupancy/vacancy sensors.

Exterior lighting will be controlled by a relay based lighting control system by a photocell and integral time clock. The following matrix describes the intent of the lighting control system as required by the latest adopted version of the International Energy Conservation Code (IECC):

Control Method

Building Area Type

Tim

e Cl

ock

(ON

)

Tim

e Cl

ock

(OFF

)

Man

ual O

verr

ide

(ON

/ O

FF)

Occ

upan

cy S

enso

rs

(Aut

o O

N /

OFF

)

Vaca

ncy

Sens

ors

(Aut

o O

FF)

Phot

ocel

l

Dim

min

g

Dual

-Lev

el C

ontr

ol

A/V

Syst

em

Inte

rfac

e

Zone

d Co

ntro

l

Corridors X X X

Common Areas X X X

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Lobbies X X X

Lobbies/Common Areas (Exterior zones)

X X X X X

Offices (Interior zones) X X X

Offices (Exterior zones) X X X

Storage X X

Conference Rooms X X X X

Labs/Workshops X X

Exterior Lighting X X

Fire Alarm System: The fire alarm system in this building will be a Notifier NFS2-3030 "smart" system with Notifier digital voice audible sounders (voice evacuation), per CSU Standards. The system will be capable of monitoring the sensitivity and calibration of each detection device and reporting alarms by an alpha-numeric display and on a remote printer. Each detection device and manual pull station will be addressable and report to the control panel as an individual device. Addressable interface models will be used to connect the sprinkler system flow and tamper devices to the system. All fire alarm cabling to be installed in conduit. The fire alarm control panel display screen will indicate which device is in alarm and if there is trouble on the system. Because the building will be sprinkled, devices will be located as follows: • Manual Stations: Double action pull stations will be located at each exit door and where required to meet

the travel distance limitations per NFPA. • Photoelectric Smoke Detectors: In all electrical and telephone closets, main electrical room, emergency

electrical room, fire pump room, elevator lobbies, elevator machine room, top of the elevator shaft, and the top of stairs. Thermal detectors to be provided in janitor closets.

• Duct Detectors: In all supply and return ducts required by code. Sequence of operation to be coordinated with CSU Facilities personnel for fan shut down and damper operations.

• Audible and Visual Notification Devices: Audible and visual notification devices will be located throughout the building as required to comply with current codes, ADA documents and CSU Standards. Notification devices shall be ceiling mounted, white with red “ALERT” marking.

• Remote Test Stations: Remote test stations shall be the magnetic type as required by CSU Standards. • Fire Alarm Cabling: All fire alarm system cabling shall be routed in EMT conduit. Additionally, “areas of refuge” locations will be defined on each floor and equipped with two-way communication to the fire command center and all applicable fire alarm components This building is anticipated to be equipped with a fire pump.

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Refer to the currently adopted CSU Standards for additional information and requirements. Lightning Protection System: Lightning protection system will be a Franklin type system with full perimeter underground ground loop. Air terminals will be required for roof and mechanical equipment coverage. Copper downleads will be located within the exterior building construction and tied into the ground loop system. The ground loop will consist of ground rod layout with the overall system being connected to the main electrical room ground bar.

3.4 Technology Systems GENERAL: The technology systems for the Water Resource Center will meet the requirements of the facility users along with meeting the needs of project budget, future needs, and building maintenance. Within this narrative, the following systems will be discussed: • Structured Cabling • Television Distribution • Distributed Antenna • Video Surveillance • Access Control • Audio/Visual

The technology design will comply with the most recent version of the CSU Building Design Standards Manual, the latest adopted International Building Code, National Electrical Code and applicable requirements of the latest TIA/EIA standards.

Structured Cabling As an off campus site, Structured Cabling, Telecom Room build-out, Security Systems, and Audio Visual Systems shall be provided by the Contractor. Main incoming services shall route from existing service provider underground facilities (TBD). The pathway way shall consist of conduits from the service provider infrastructure to the first level main Telecom Room (TR) in the East building. Conduit size and quantity shall comply with CSU and service provider requirements. (2) 4” conduits into the facility are anticipated. The main TR for the facility shall be on the first level of the East 4 story building. The main TR shall serve as the Entrance Facility for both buildings. Additional TR rooms shall be centrally located on levels one, three and six in the West building, and level three in the East building. All TRs shall have adequate space, power, cooling, and lighting to meet CSU’s current standards as well as support the growing demand to support other low voltage systems equipment in the same spaces. The rooms should be stacked where possible. The main TR in the East building shall be 12’x15’; the other TRs shall be 10’x12’.

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All Telecom rooms shall have ¾”x4’x8’ A-C grade backboard with a minimum of two coats of white fire retardant paint on all four walls. A dedicated circuit and power receptacle shall be installed above each equipment rack. Additional double duplex convenience receptacles should be installed around the perimeter of the rooms approximately every 6’-0”. A standard TR shall have dedicated cooling to support 3,650 BTU/Hr each. The new Main TR shall have additional cooling requirements with a minimum of 6,820 BTU/Hr. Lighting for the rooms shall have two fixtures, one on each side of the row of equipment racks and allow for a minimum of 75 foot candles. Each room shall have a Telecom 10”x4”x1/4” copper Ground Busbar bonded back to the 20”x4”x1/4” copper Main Telecom Ground Busbar located in each Main TR. Typically Telecom Rooms shall have 12” ladder rack mounted around the perimeter as well as down the center above the equipment racks allowing for proper cable management. Between each equipment rack, there shall be a 10” vertical manager for additional cable management for patch cords between racks. A minimum of 3’-0” of clearance is required on three sides of the row of equipment racks. This includes clearance from any equipment mounted on the wall dedicated for other low voltage systems. Horizontal cabling shall be provided from workstation outlets back to the nearest TR. This building shall have Cat 6 horizontal cabling. All cabling shall be terminated on standard RJ-45 jacks at the faceplate and again on RJ-45 jacks in standard two rack unit (RU) 48 port patch panels mounted in the equipment racks in the TRs. Each standard outlet shall consist of two cables each with outlets located throughout the building consistent with the CSU standards. Typical classrooms, conference rooms, and offices shall each have two wall outlets. Laboratories shall be provided with four wall outlets. Classrooms and teaching laboratories shall be provided with floor box outlets consisting of six cables each supporting lectern workstations. Conference rooms and collaboration spaces shall each have floor box outlets with four cables supporting table top connectivity. Additional, more specific outlet requirements may be required in other specialty areas. The outlet requirements in these spaces shall be identified by the University throughout the design process. Cabling shall be supported using CSU approved pathways unless otherwise noted and shall consist of a combination of ladder type cable tray and EMT conduit. All outlets shall have a standard 4-11/16" deep square back box with single gang mud reducer and a 1” conduit stubbed to cable tray. The ladder tray shall be 12”x4” in locations where large quantities of cables are consolidated into one pathway and run back to the nearest Telecom Room. (4) 4” conduit sleeves are required between Telecom Rooms that are stacked to provide adequate pathway between rooms for backbone, horizontal, and security cabling as well as for future capacity needs. In areas that the rooms do not stack 4” conduits connecting the rooms shall be required. Third floor TRs shall support cabling for the second and fourth floors in each building. The sixth floor TR in the West building shall support the fifth and seventh floors. (4) 4” conduits shall be provided connecting these TRs to the cable tray on the additional floors they support. The building shall have a dedicated wireless system to support the increasing demand for data access throughout the building. Outlets to support wireless access points shall be included with locations

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throughout the building spaced consistent with the lasted industry standards and to provide 100% coverage throughout the building. The exact locations of these outlets shall be coordinated with the architectural plans during the design phases of the project to ensure adequate cover for wireless signal from the wireless access points based off of expected user density as well as other design factors. Wireless device outlets shall include two Cat 6 cables in a 4-11/16" deep square back box with single gang mud ring and 1" conduit routed to cable tray. Wireless access devices to be provided by the Owner. Television Distribution CATV cabling shall be provided throughout the building. A connection point from the service provider feed will be required in the Main Telecom Room for the facility. We anticipate that a CATV outlet shall be located in each Classroom, Conference room, Lobby, and Front Desk. CATV distribution equipment shall be provided based on service provider requirements. Distributed Antenna System (DAS) As required by code compliance, the contractor shall provide an 800MHz DAS for first responders that shall provide coverage for the entire building. The system shall provide a minimum of -85dB signal measured in 95% of the building. Video Surveillance The contractor shall provide a video surveillance system consisting of conduit pathways, cabling, cameras, on-site video storage equipment, and software for the entire facility. Security cameras are required at entry/exits, elevator lobbies, and stairwells where there is an exterior door with card access. Locations for additional cameras shall be determined as design progresses. All camera outlets shall have a standard 4-11/16" deep square back box with single gang mud reducer and a 1” conduit stubbed to cable tray. Access Control/Intrusion Detection The contractor shall provide an access control system consisting of conduit pathways, cabling, door devices, control panel, and software for the entire facility. This system shall comply with Division 28 CSU Building Construction Standards and with appropriate local code requirements. It is expected that card readers shall be located at exterior doors, laboratories, and classrooms. Locations for additional card readers shall be determined as design progresses. The contractor shall provide a wireless intrusion detection system consisting of detection devices, repeaters, control panel, and software for the entire facility. This system shall comply with Division 28 CSU Building Construction Standards. All wired security outlets shall have a standard 4-11/16" deep square back box with single gang mud reducer and a 1” conduit stubbed to cable tray. Access controlled doors shall be provided with conduit rough-in to support door devices and door controllers. Audio/Visual Each of the classrooms and teaching laboratories will have a wall mounted LCD display and audio

29

enhancement (speakers). A control panel and an A/V input panel for connection to a computer workstation and other audio/visual media shall be located at the front of each classroom. Input and control panels shall be wall mounted or incorporated into lecterns with associated floor boxes as appropriate. The input control panel may have integrated lighting controls. A/V cabling shall be installed from the input panel to the control panel and from the control panel to the display and speakers. Cabling shall include VGA, HDMI, and audio cable. Equipment shall be consistent with current CSU Classroom Technology Standards. Each conference room shall have either a ceiling mounted projector and motorized projection screen or wall mounted LCD display depending on room size. An input panel shall be located on the wall or in a floor box under the table for connection to a computer workstation or other audio/visual media. The input panel may be located in the floor for larger conference rooms. A/V cabling shall be installed from the input panel to the control panel and from the control panel to the projector. Cabling shall include VGA, HDMI, and audio cable. An LCD monitor shall be provided in collaboration areas with an HDMI/VGA connection on the wall below the screen for AV input. The Auditorium shall have one or two ceiling mounted projectors and motorized screens depending on presentation space specifics. A control panel and an A/V input panel for connection to a computer workstation and other audio/visual media shall be incorporated into a lectern presentation location with associated floor boxes as appropriate. The input control panel may have integrated lighting controls. A/V cabling shall be installed from the input panel to the control panel and from the control panel to the display and speakers. Cabling shall include VGA, HDMI, and audio cable. Equipment shall be consistent with current CSU Classroom Technology Standards. All required back box and conduit pathways required for the A/V systems shall be provided by the Contractor.

3.5 Utilities narrative

Utilities serving the site will include potable water, fire protection water, storm drainage, communications, natural gas, sanitary sewer and electric. For the purposes of this program plan, it is assumed central plant facilities are not available and all utilities will be public in nature. This is the basis of the current cost estimate. If NWC district utility systems are available the building could connect to that system instead, at a similar cost. It is further assumed that standard utility service for a laboratory building is being provided for the Denver Water portion of the project. Additional utility services for specialized water laboratories would be an additional cost to Denver Water and will be determined during project design. A summary of the proposed utilities serving the site are provided below in Table 1.

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Table 1: Proposed Site Utilities

Metro Wastewater Reclamation District (MWRD) maintains the Delgany Sewer Interceptors across the project site. These 2, 60-inch above grade interceptor trunk sewer lines pose a significant challenge to developing the site. For the purposes of this program plan, CSU has requested that the cost to relocate these pipelines be left out of the plan. They are assumed to be relocated as they pass directly under the proposed buildings.

Storm drainage for the site will be provided through on-site detention for the 100-year developed condition flows. Local detention will be provided for both water quality and developed runoff. The possibility of detaining strictly for water quality purposes may be possible with immediate proximity to the river. Innovative site stormwater best management practices are preferred.

The South Platte River throughout this reach is poorly developed and, as such, the flood plain is erratic in nature encompassing multiple sides of the adjacent Globeville neighborhood. The proposed project looks to improve the southeast bank of the river to provide river access and flood mitigation.

Domestic and Fire Water Service

Potable/Domestic water service is anticipated to be provided from Bettie Cram Drive and National Western Center Drive. The National Western Center Masterplan contemplates installing a new waterline distribution system to serve the site coming from Brighton Boulevard, Washington Street, 46th Avenue and Race Court. The distribution system will consist of 12-inch and 8-inch pipelines. A minimum 8-inch pipeline is expected to serve the Water Center site. The waterline infrastructure will need to be constructed to Denver Water standards. For the purposes of this program plan, the water infrastructure is expected to consist of C-900 or equivalent PVC waterline with ductile iron fittings, DR18. Ductile iron fire risers into the building are also expected. Water service lines are estimated as Type K copper or ductile iron depending on size.

Table 2: Water Usage Forecasts

Building Building Size Estimated Water

Use (gpd/sf)

Average Monthly Usage (gal)

Domestic Water Service Size

Water Center 152,000 0.22 1,019,920 4”

Utility Estimated Size

Potable Water 4-inch

Fire Service 6-inch

Natural Gas 4-inch

Communications 20 count fiber multi-mode

Sanitary Sewer 8-inch

Electric 4-4-inch conduit

Storm Drainage Pipelines Vary

31

Water usage forecasts can vary widely based on occupancy, fixture types and conservation measures. The information provided above in Table 2 is a conservative estimate. A reasonable forecast of water usage for the building types planned at the Water Center would be in the range of 0.150 to 0.210 gal per day per square foot.

Fire service to the building is assumed to be a 6-inch ductile iron pipeline (pressure class 250). All site fire protection through hydrants is expected to occur from the public right of way with a maximum spacing of 300-ft between hydrants, a minimum of 150-ft to building structures or as determined by the local fire jurisdictional authority. Minimum flow rate and pressure requirements are 1,500 gal/min and 40 psi respectively.

Sanitary Sewer

The local sanitary sewer collection system is nonexistent in the area of the proposed Water Center facilities. The National Western Center Masterplan expected a new collection system to be installed in the immediate vicinity. Primary service to the Water Center site is expected to come from the collection system in National Western Center Drive which will then send collected flow to the MWRD interceptors. The anticipated collection system is shown diagrammatically below.

Figure 3.1: Water Center Sanitary Sewer Collection Network

The site sanitary sewer collection system will consistent of a single or multiple 8-inch SDR 35 pipelines serving the multiple buildings on the site. The collection system will be installed according to local standards to a minimum of 0.50% grade to accommodate the expected building wastewater flows.

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Telecommunications

Existing telecommunication infrastructure (fiber/copper) for data and voice services will need to be extended from the east. It is expected that copper phone (100 pair or equivalent) and fiber (multi-mode up to 48 count) will be extended. As the communication network enters the site, it is estimated a 20-count multi-mode fiber will serve the Water Center buildings. The network infrastructure will be contained in a duct bank with a minimum of 2-2 inch conduit.

Primary Electric Distribution

Primary electric service requirements for the Water Center will likely be 4,000 amps at 480/277 Volts 3P. These service loads will be extended to the site from Xcel Energy who currently serves this area of the Denver Metro area. The existing electrical infrastructure is overhead. However, it is expected the on-site electrical distribution system will be provided through a site installed duct bank and vaults consisting of a minimum of 4-4-inch conduits underground. A transformer provided by Xcel Energy will be required at the site.

Natural Gas

Gas service to the Water Center site will need to be extended from the existing distribution network. It is estimated that new 4 inch medium or high density polyethylene (MDPE/HDPE) will serve the site. The building will require a 2 psi service or equal for heating and expected laboratory loads. Xcel Energy will provide gas service to the site through new pipelines in Bettie Cram or National Western Center Drive. Gas pressures and pipeline material type should be confirmed during final design.

Irrigation

Irrigation for site landscaping is expected to come from the potable water service connections. A separate backflow prevention device will be provided. A 3-inch mainline distribution system is expected with 1-inch laterals serving various irrigation zones. The irrigation pipeline network is expected to be comprised of SCH40 pipe rated to a minimum of 150 psi. As an option, mainline distribution could also be HDPE installed using trenchless technologies.

o It is not known if this existing SS line is cast iron but the new addition is positioned so as no new building will occur over this line. As such it may remain in place as is, and the existing building can remain fully functional throughout construction.

o Based on the available information, the existing sanitary sewer service should be deep enough to handle the flows from this building addition. The service for this new addition will be directed and tied into the existing sanitary sewer in Area #2.

o In the event that the existing sanitary sewer is not deep enough to handle the flows from the building addition, the flows will then be directed to MH-A15.

3.6 Transportation, Transit, and Site Access

The transportation network to support development of the Water Center site is yet undeveloped. The site will be supported by the extension and realignment of 49th Avenue (Bettie Cram Drive) which will require a new bridge over the South Platte River. National Western Center Drive is also planned to serve the site

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connecting 51st Avenue and Race Court to the south to 46th Avenue. Direct access to the site is expected from both Bettie Cram Drive and National Western Center Drive as shown below in Figure 3.2.

Figure 3.2: Water Center Site Access and Road Network

Driveway access is expected to be 24-ft to 30-ft wide and located approximately 180-ft from the Bettie Cram/National Western intersection to the west and north. Examples of the Bettie Cram and National Western Center Drive cross sections are shown below.

Figure 3.3: Bettie Cam Drive Bridge over South Platte River

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Figure 3.4: National Western Drive South of 51st Avenue

Vehicular access and transportation will be a primary means of travel to the Water Center site. Roadway connections are discussed above and will provide direct access to the site. Parking will be provided internal to the Water Center site but is currently under-designed for peak parking loads. Additional parking will be necessary and is planned to be provided at the National Western Center lots. Additionally, the National Western Center will be served by an RTD transit station via the North Metro Transit Line light rail. The transit station will be approximately 0.25 mile east of the Water Center site.

In order for the site to develop as planned, the Denver & Rock Island (DRI) railway will need to consolidate their tracks. A consolidation and track realignment will allow for the east portion of the Water Center site to develop. This issue is a focus point of the National Western Center Masterplan and shown below.

Figure 3.5: DRI Realignment Rail Corridor

Paving systems for the Water Resources Center will depend upon stormwater and design standards for the NWC site, and could include pervious paving where feasible. Depending upon traffic loading, paving systems will vary in structural depth and installation techniques. Minimum pavement sectional depths are expected to conform to Table 3 below:

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Table 3: Pavement Systems

Pavement Type/Use Structural Section Access Driveways - asphalt 5 inches HMA / 6 inches ABC Heavy Duty – concrete paving (loading docks) 9 inches PCCP Parking Lots - asphalt 4 inches HMA / 6 inches ABC

Signage for the Water Center site is largely expected to be directional and wayfinding in nature for both vehicular and pedestrian modes of travel. The signage design is anticipated to be consistent with the National Western Center Master Plan signage providing consistency across the redevelopment.

The Water Center is intended to develop in a way that provides for a safe site that is usable in day and night conditions. The site lighting package will provide for:

Pedestrian scale lighting, 15-ft poles, LED fixtures, minimum 2 ft-candles Parking lot lighting, 30-ft poles, LED fixtures Pedestrian scale lighting will be supplemented by building mounted wall-pak lighting or in-grade

lighting. Lighting will be installed to meet or exceed local jurisdictional site plan standards.

3.7 Environmental

Environmental considerations for the site primarily include elements that would be encountered through standard Phase 1 and Phase 2 site assessments as well as preliminary environmental assessments. Elements of these plans expected to be encountered on this site are:

Contaminated soils (largely from railway operations) Contaminated groundwater Wetland Mitigation Threatened and Endangered Species Evaluation Migratory Bird Considerations

As part of the final design phase, these studies should be initiated to reduce the project design and construction risk. An allowance for addressing these issues has been included in the civil site cost estimate but is not based on actual knowledge of the site conditions.

3.8 Parking Requirements

A small parking lot is currently planned at about 38 spaces. The majority of the staff parking will be located elsewhere on the NWC site, and alternative modes of transportation will be encouraged. 3.9 LEED Goal Water Resources Center and Sustainability The NWC Master Plan set several sustainability and regeneration goals that include exploration of “net zero” energy, waste, and aggressive water conservation and re-use as allowable and feasible on the NWC site. The Water Resources Center, including the building operations systems, will provide an educational opportunity for demonstrating the technology and operations that will help the NWC to meet these goals. The WRC can also showcase water reclamation, and the use of graywater and stormwater onsite, as allowable and feasible.

36

The Water Resources Center facility may take advantage of heat exchange off of the Delgany Interceptors (the onsite MWRD sewer pipes) and will be constructed in such a way that it can link into district-scale systems if appropriate, once those systems are designed. As required by State rules, as well as the NWC sustainability and regeneration goals, the building will be designed to be LEED Gold or better.

3.10 Flood Mitigation Analysis

Storm drainage at the Water Center site is assumed to consist of localized collection systems with routing to a detention pond sized for the 100-year developed condition runoff. This detention facility is expected to be designed near the northeast corner of the site and release flows directly to the South Platte River at a rate not to exceed the 10-year undeveloped condition in compliance with Urban Drainage and Flood Control District Standards. If possible, due to storm timing considerations, it may be possible to release site drainage through water quality detention only without 100-year detention volumes.

In addition to water quality detention considerations, the site will provide Low Impact Development (LID) water quality features including bioretention, bioswales, permeable pavements and other best practices to ensure water quality entering the South Platte is of good quality. The LID measures are intended to be an educational component of the project site and integrated completely with the site design.

Preliminary estimates show an 80% impervious surface design will result from the current Water Center site plan. To manage this additional runoff, drainage collection facilities will include an underground piping network routing flows to the water quality and detention facilities. Collection pipes ranging in size from 12-inch to 24-inch are planned. Various bioswale and bioretention areas will also be implemented to attenuate flows and provide water quality components to the design.

The South Platte River floodplain will be modified with the construction of the Water Center. The east bank of the river will be improved to be a more natural river element reducing the ability for river scour and erosion. The bank will be reinforced to protect the Water Center site. These modifications to the river flood plain will require a FEMA Conditional Letter of Map Revision (CLOMR) and Letter of Map Revision (LOMR) approval process. This approval process can be lengthy and time consuming. The facility design process should fully account for the sensitive nature of working within the floodplain limits of the South Platte. Floodplain and floodway base flood elevation restrictions may dictate how much the Water Center site work can encroach into the river.

3.11 CSU Standards The CSU Building Construction Standards Manual is available at: http://www.facilities.colostate.edu/index.asp?url=construction/constr_standards

The CSU Standards are to be used as guidelines for design. They are divided into 3 parts for use by Architects and Engineers: the first part is administrative; the second part discusses requirements for design and deliverables at each stage of the design process; the third part consists of the technical standards arranged by CSI division. The Standards are a work in progress, and as such, any question about the applicability of a standard should be discussed with the project manager. The Standards should never be referenced or copied in Contract Documents – the design is expected to embody and conform to the Standards. Contractors are not to be directed to review the Standards as a contract requirement.

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3.12 Code Analysis narrative

The State of Colorado, State Architect, the city of Denver and Colorado State University are the Governing Regulatory Agencies.

The building will be designed in accordance with the Colorado State University Building Construction Standards Manual as published by the Colorado State University Facilities Management Department, latest edition.

The building will be designed to comply with the latest editions of the codes adopted by the State of Colorado or Colorado State University. The following International Codes as published by the International Code Council:

International Building Code International Performance Code International Energy Conservation Code International Fire Code International Fuel Gas Code International Mechanical Code International Plumbing Code

The building will be designed to comply with the latest editions of the following, published by the National Fire Protection Association.

During the project design phase, the architects and engineers shall prepare a code analysis in the University approved format that compares the requirements of the above codes. Whenever regulations conflict, the more stringent requirement shall be followed. The University will determine which regulation shall apply when conflict requires interpretation. Preliminary Building Code Analysis

The following analysis is based on program plan information without a building design and with International Building Code requirements at the time of its writing. The Design Team selected to complete a design for the facility shall complete a code analysis referring to sections and paragraph numbers of the latest applicable codes used and not refer to this report. The Design Team shall investigate and implement creative solutions to meet code requirements, while enhancing safety and reducing construction cost. The Building

• Building Height and Area The building height is expected to be 7 stories with a penthouse, which is allowed by the IBC for B Occupancies for Construction Types I-A and I-B. Construction Type I allows an unlimited amount of floor area (for all but some H, I, S and U Occupancies). The building would meet the definition of a high-rise building in this scenario, and therefore the special detailed requirements of the code would apply.

• Building Occupancy The building will have mixed use occupancies for the auditorium and restaurant where the floor areas of these uses will likely exceed the size allowed for accessory occupancies. These occupancies may be separated from the primary B occupancy. On other floors, an Occupancy Group B is possible by keeping Assembly (A) and Hazardous (H)

38

Occupancies as accessory uses (less than 10% of the floor area). Use of hazardous materials in the labs must be kept below exempt amounts.

• Building Location The new building is expected to be located where continuous setbacks of 20 feet or more should be able to be maintained from the property lines.

Building Fire Resistance

• Type of Construction: Construction will be of Type I-A or I-B as it is expected that of structural requirements for the lab occupancy will require construction to be poured in place concrete, (Type I).

• Fire Resistance of Structural Members: Shall be 3 hour for Type IA or 2 hr for IB.

• Fire Resistance of Exit Routes:

Exits shall be of not less than one hour fire resistive construction.

• Fire Resistance of Vertical Openings: Vertical openings shall be of not less than 2 hour fire resistive construction.

• Fire Resistance of Occupancy Separations: One hour fire barriers are required between Occupancy Groups A and B.

• Fire Resistance of Special Occupancy Enclosures: Bulk hazardous material storage shall be enclosed with the appropriate fire resistive construction.

• Fire Resistance of Other Building Elements: Partitions, doors and exterior openings shall be of the appropriate fire resistive construction for the required construction type and fire separation.

• Sealing of Penetrations: Penetrations through fire resistive construction separations shall be fire stopped. Ignition Prevention

• Potential Ignition Sources: Ignition sources are not expected to exceed those that might be anticipated in a non-smoking laboratory environment with small gas burners and laboratory equipment.

• Hazardous Locations: H Occupancy may be required for hazardous material storage. Fuel Control

• Combustible Materials: Combustible building materials shall be limited per IBC 603.

39

• Interior Finish Classifications: Finishes shall have a minimum Class C flame spread classification and Class B in exits.

• Allowable Furniture: Furnishings of an explosive or highly flammable character shall not be used.

Means of Egress

• Occupant Loads shall be calculated for each floor to determine exits. • Number of Exits shall not be less than two above the first story and in basements (except

where the story has an occupant load of more than 500). Conference rooms and lecture rooms with an occupancy of 50 or more shall have not less than two exits.

• Minimum Width of Exits shall be 0.2 inches per occupant in stairways and 0.15 in other exits.

• Maximum Travel Distance shall be 300 feet for B Occupancy. • Maximum Allowable Dead-end shall be 50 feet. • Maximum Common Path of Travel shall be 100 feet. • Door Swing Direction shall be in direction of exit. • Place of Refuge may serve as an accessible means of egress. • Exit Signage: Exit and exit access doors shall be marked by an approved sign. • Exit Lighting: The means of egress shall be illuminated at all times. • Emergency Power Supply shall be provided.

Smoke Management Systems

• High-rise building requirements will apply for a seven story building. • Atrium requirements may apply. • Smoke Resistance shall be provided in doors through fire resistive walls. • Smoke Extraction shall be provided in stairways serving four or more floors. • Smoke, Fire Dampers and Detectors shall be provided. • Smoke-proof enclosures are required for stair shafts in high-rise buildings. See the building

code for requirements and alternative designs for smoke-proof enclosures. • Basement Requirements for special smoke control do not apply.

Fire Suppression Systems

• Portable Fire Extinguishers shall be provided. • Automatic Sprinkler System shall be provided. • Standpipe System shall be provided where floors are located 30 feet above fire

department vehicle access. • Fire Department Access will be maintained on two building sides and suppression

requirements shall be reviewed with the fire department.

Fire Detection and Alarm Systems

• Manual Pull Stations shall be provided. • Automatic detectors shall be provided. • Occupant Notification and Alarms shall be provided.

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• Systems Sequence of Operation shall be in compliance with codes. Special Hazards

• Flammable Liquids and Hazardous Materials shall be handled and stored in compliance with applicable codes.

• Hazardous Material Spill Control shall be provided. • Hazardous Material Containment shall be provided. • Explosion Protection and Venting shall be provided • Hazardous Material Detection Systems shall be provided. • Hazardous Lab Ventilation Systems shall be provided. • Special Hazard Suppression Systems shall be provided.

Building Services

• Emergency Generator shall be provided. • Elevators shall be in compliance with codes. • Access by Persons with Disabilities shall be accommodated.

4. Project schedule, cost estimates and financing

4.1 Schedule/phasing Once necessary approvals and financing are in place, the project is estimated to take 24 months to complete. We anticipate construction will begin in 2019. 4.2 Financing The estimated total cost is $85-$95M (including escalation). The funding for the CSU space ($60-$65M) will be from state issued Certificates of Participation (COPs) for the National Western Center redevelopment, as approved in HB 15-1344. Assuming continued partnership, Denver Water will provide funds for its core and shell space ($25M-$30M), plus the subsequent tenant finish.

4.3 Cost estimate/methodology

Cumming Corporation provided a construction cost estimate for this project (see appendix C). This estimate was based on an anticipated CMGC procurement strategy and was then escalated to July 2021 (midpoint construction). CSU standards specify that the A/E document 20% of the construction budget in bid alternates, to cover potential volatility in the construction market as the project progresses.

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Appendix A

Site plan, Floor plans, Elevations

CONCEPTUAL DESIGN DOCUMENTS-pending NWC design guidelines

1821 SFATRIUM

397 SFVESTIBULE

2128 SFCOMMONS

1585 SF

COMMUNITYMEETING

K-12CLASSROOM

1128 SF

COMMUNITYMEETING

K-12CLASSROOM

157

SFR

ESTR

OO

M

947 SF

DATAVISUALIZATION/

ANALYSIS

3473 SFRESTAURANT1299 SF

REST.KITCHEN

512 SF

COFFEESHOP

1150 SF

COMMUNITYKITCHEN

654 SFRECEIVING

4281 SF

NORTHATRIUM

1847 SFPRE-FUNCTION

4207 SFAUDITORIUM

860 SF

RIVERPLAZA

16070 SF

DENVERWATER

INNOVATIONCENTER

4017 SFRECEIVING

131 SF

MUDROOM

158

SFR

ESTR

OO

M

123

SFR

ESTR

OO

M

123

SFR

ESTR

OO

M

91 SFJAN.

114 SF

BLDG.MANAGER

114 SFADMIN.

FIRST FLOOR - ROOMS AREAS

Room Schedule FIRST FLOOR

VESTIBULE 397 SFATRIUM 1821 SFCOMMONS 2128 SFBLDG. MANAGER 114 SFADMIN. 114 SFCOMMUNITY MEETING K-12 CLASSROOM 1585 SFCOMMUNITY MEETING K-12 CLASSROOM 1128 SFMUD ROOM 131 SFRESTROOM 157 SFRESTROOM 158 SFRESTROOM 123 SFRESTROOM 123 SFJAN. 91 SFDATA VISUALIZATION/ ANALYSIS 947 SFRESTAURANT 3473 SFREST. KITCHEN 1299 SFCOFFEE SHOP 512 SFCOMMUNITY KITCHEN 1150 SFRECEIVING 654 SFNORTH ATRIUM 4281 SFPRE-FUNCTION 1847 SFAUDITORIUM 4207 SFRIVER PLAZA 860 SFDENVER WATER INNOVATION CENTER 16070 SFRECEIVING 4017 SFFIRST FLOOR 47385 SF

CONCEPTUAL DESIGN DOCUMENTS-pending NWC design guidelines

2212 SFATRIUM

1620 SFCOLLABORATION

582 SFLAB

623 SF

CONF.ROOM

111 SFOFFICE

1182 SF

DRYLAB

159 SFRESTROOM

1490 SFLAB

1533 SFLAB

126 SFOFFICE

111 SFOFFICE

111 SFOFFICE

102 SFOFFICE

105 SFOFFICE

162 SFRESTROOM

80 SFMECHANICAL

141 SF

MECHSHAFT

45 SFAUTOCLAVE

SECOND FLOOR - ROOMS AREAS

Room Schedule SECOND FLOOR

ATRIUM 2212 SFCOLLABORATION 1620 SFLAB 582 SFCONF. ROOM 623 SFOFFICE 111 SFOFFICE 126 SFOFFICE 111 SFOFFICE 111 SFOFFICE 102 SFOFFICE 105 SFDRY LAB 1182 SFRESTROOM 159 SFRESTROOM 162 SFLAB 1490 SFAUTOCLAVE 45 SFLAB 1533 SFMECH SHAFT 141 SFMECHANICAL 80 SFSECOND FLOOR 10499 SF

CONCEPTUAL DESIGN DOCUMENTS-pending NWC design guidelines

1859 SFATRIUM

214 SFMECH

5310 SF

DENVERWATERLABS

4158 SF

DENVERWATERLABS

159 SFRESTROOM

546 SFBRIDGE

162 SFRESTROOM 16077 SF

DENVERWATERLABS

THIRD FLOOR - ROOMS AREAS

Room Schedule THIRD FLOOR

ATRIUM 1859 SFMECH 214 SFDENVER WATER LABS 5310 SFDENVER WATER LABS 4158 SFRESTROOM 159 SFRESTROOM 162 SFBRIDGE 546 SFDENVER WATER LABS 16077 SFTHIRD FLOOR 28487 SF

CONCEPTUAL DESIGN DOCUMENTS-pending NWC design guidelines

1842 SFATRIUM

214 SFMECH

5111 SF

DENVERWATERLABS

4161 SF

DENVERWATERLABS

159 SFRESTROOM

11510 SF

DENVERWATERLABS

FUTUREEXPANSION

4318 SF

MECHANICALROOM

81 SF

MECHSHAFT

182 SFSTAIRWELL

160 SFRESTROOM 23 SF

MECHSHAFT

200 SF

MECHSHAFT

FOURTH FLOOR - ROOMS AREAS

Room Schedule FOURTH FLOOR

ATRIUM 1842 SFMECH 214 SFDENVER WATER LABS 5111 SFDENVER WATER LABS 4161 SFRESTROOM 159 SFRESTROOM 160 SFDENVER WATER LABS FUTURE EXPANSION 11510 SFMECHANICAL ROOM 4318 SFMECH SHAFT 81 SFMECH SHAFT 23 SFMECH SHAFT 200 SFSTAIRWELL 182 SFFOURTH FLOOR 27960 SF

CONCEPTUAL DESIGN DOCUMENTS-pending NWC design guidelines

1839 SFATRIUM

143 SFMECH

1215 SFCLASSROOM

281 SFDIRECTOR

188 SF

ASSISTDIRECTOR

198 SF

MECHSHAFT

120 SFOFFICE

159 SFRESTROOM

1439 SF

LARGECLASSROOM

1028 SFCLASSROOM

139 SFADMIN.

120 SFOFFICE

120 SFOFFICE

120 SFOFFICE

120 SFOFFICE

120 SFOFFICE

120 SFOFFICE

120 SFOFFICE

120 SFOFFICE

120 SFOFFICE

120 SFOFFICE

120 SFOFFICE

162 SFRESTROOM

1413 SFCLASSROOM

1843 SFATRIUM

143 SFMECH

2676 SFBOARDROOM

693 SF

BOARDROOMBALCONY

571 SF

SERVICEKITCHEN

5892 SF

FLEX/ AG

INNOVATION

329 SF

I.T.ROOM

1351 SFBALCONY

229 SF

MECHSHAFT

149 SFRESTROOM

133 SFRESTROOM

1866 SFATRIUM

5085 SFOBSERVATORY

699 SF

OBSERVATORYBALCONY

5027 SF

MECHANICALROOM

238 SFSTAIRWELL

231 SF

MECHSHAFT

FIFTH FLOOR - ROOMS AREAS SIXTH FLOOR - ROOMS AREAS SEVENTH FLOOR - ROOMS AREAS

Room Schedule FIFTH FLOOR

ATRIUM 1839 SFMECH 143 SFCLASSROOM 1215 SFCLASSROOM 1028 SFCLASSROOM 1413 SFDIRECTOR 281 SFASSIST DIRECTOR 188 SFADMIN. 139 SFMECH SHAFT 198 SFOFFICE 120 SFOFFICE 120 SFOFFICE 120 SFOFFICE 120 SFOFFICE 120 SFOFFICE 120 SFOFFICE 120 SFOFFICE 120 SFOFFICE 120 SFOFFICE 120 SFOFFICE 120 SFOFFICE 120 SFRESTROOM 159 SFRESTROOM 162 SFLARGE CLASSROOM 1439 SFFIFTH FLOOR 9649 SF

Room Schedule SIXTH FLOOR

ATRIUM 1843 SFMECH 143 SFBOARDROOM 2676 SFBOARDROOM BALCONY 693 SFSERVICE KITCHEN 571 SFFLEX / AG INNOVATION 5892 SFRESTROOM 133 SFRESTROOM 149 SFI.T. ROOM 329 SFBALCONY 1351 SFMECH SHAFT 229 SFSIXTH FLOOR 14008 SF

Room Schedule SEVENTH FLOOR

ATRIUM 1866 SFOBSERVATORY 5085 SFOBSERVATORY BALCONY 699 SFMECHANICAL ROOM 5027 SFSTAIRWELL 238 SFMECH SHAFT 231 SFSEVENTH FLOOR 13144 SF

CONCEPTUAL DESIGN DOCUMENTS-pending NWC design guidelines

CONCEPTUAL DESIGN DOCUMENTS-pending NWC design guidelines

115' - 6"

84' - 0"

19' - 9"

125' - 6"

53' - 6"

56' - 6"

21' - 6"

69' - 6"

21' - 6"

98' - 0"

20' - 0"

32' - 6"

1" / 12"

ROOF PLAN

CONCEPTUAL DESIGN DOCUMENTS-pending NWC design guidelines

SOUTH ELEVATIONNORTH ELEVATION

CONCEPTUAL DESIGN DOCUMENTS-pending NWC design guidelines

EAST ELEVATION

CONCEPTUAL DESIGN DOCUMENTS-pending NWC design guidelines

WEST ELEVATION

CONCEPTUAL DESIGN DOCUMENTS-pending NWC design guidelines

Appendix B

Budget and 3rd Party Cost Estimate

Project Title: CSU Water Resources Center at NWCBudget CSU Full buildout w/ Denver Water core and shell space

27-Apr-16 Total costs CSU space-gsf Denver Water space-

core and shell-gsf Remarks

$ 151,916 83,897 68,019 Reference also space Analysis

Site Survey, Geotechnical $ 100,000 $ 50,000 $ 50,000

Consultants - Architects, Engineers, Vibration, Acoustics $ 6,083,615 $ 4,147,691 $ 1,935,925 10.0%

Advertisements $ 3,000 $ 1,500 $ 1,500

Project Management $ 1,658,405 $ 1,152,918 $ 505,487 3.00%

Independent Code Review $ 175,000 $ 96,250 $ 78,750 55% to CSU, 45% to Denver Water based on %gsf

Construction code inspections $ 300,000 $ 165,000 $ 135,000 55% to CSU, 45% to Denver Water based on %gsf

Construction materials inspections $ 250,000 $ 137,500 $ 112,500 55% to CSU, 45% to Denver Water based on %gsf

Electric/gas distribution improvements $ 100,000 $ 55,000 $ 45,000 55% to CSU, 45% to Denver Water based on %gsf

tap fees $ 500,000 $ 275,000 $ 225,000 55% to CSU, 45% to Denver Water based on %gsf

Denver plan review/permit fee $ 450,000 $ 247,500 $ 202,500 55% to CSU, 45% to Denver Water based on %gsf

Total Professional Services $ 9,620,020 $ 6,328,359 $ 3,291,661

CSU New Space -83,897@$458/sf $ 38,430,615 $ 38,430,615 assumes CM at risk delivery

Denver Water New space-68,019@248/sf $ 16,849,553 $ 16,849,553 assumes CM at risk delivery

Site Work Service/Utilities* $ 806,523 $ 443,587 $ 362,936 55% to CSU, 45% to Denver Water based on %gsf

Site Improvements/Landscaping $ 4,559,463 $ 2,507,705 $ 2,051,758 55% to CSU, 45% to Denver Water based on %gsf

Parking (38 spaces split with Denver Water) $ 190,000 $ 95,000 $ 95,000

Subtotal Construction Costs $ 60,836,154 $ 41,476,907 $ 19,359,247

Fixed Equipment $ 1,000,000 $ 1,000,000

Moveable Equipment/Furniture-$9/sf $ 711,333 $ 711,333

Communications-$7/sf $ 807,734 $ 553,238 $ 254,496 used $4/sf for Denver Water infrastructure communications

Total Equipment and Furnishings Costs $ 2,519,067 $ 2,264,571 $ 254,496

Relocation Costs-

Art in Public Places (for CSU COP construction funds) $ 414,769

Total Miscellaneous Costs $ - $ 414,769 $ -

$ 73,390,011 $ 50,484,606 $ 22,905,404

Project Contingency 5% for New Construction $ 3,669,501 $ 2,524,230 $ 1,145,270

Total Contingency $ 3,669,501 $ 2,524,230 $ 1,145,270

77,059,511$ 53,008,837$ 24,050,675$ Escalation to midpoint of construction 6/2017-4% $ 80,141,891 $ 55,129,190 $ 25,012,701

Escalation to midpoint of construction 6/2018-4% $ 83,347,567 $ 57,334,358 $ 26,013,210

Escalation to midpoint of construction 6/2019-3.2% $ 86,014,689 $ 59,169,057 $ 26,845,632

Escalation to midpoint of construction 6/2020-3% $ 88,595,130 $ 60,944,129 $ 27,651,001

Escalation to midpoint of construction 6/2021-3% $ 91,252,984 $ 62,772,453 $ 28,480,531

91,252,984$ 62,772,453$ 28,480,531$

Total Project Cost /sqft in 2021 601$ 748$ 419$

COLORADO STATE UNIVERSITY CSU Full Build out with Denver Water Core and ShellFacilities Planning Design and Construction

*utility service is assumed for a standard laboratory facility. Additional utility services for specialized laboratories will be an additional cost to be covered by the user.

Project Budget

Professional Services

Construction

Equipment & Furnishings

This opinion of probable cost is made on the basis of the experience, qualifications and best judgement of a professional cost consultant familiar with the construction industry, combined with the professional experience of Facilities Management. FM cannot guarantee that proposals, bids or actual construction costs will not vary from this cost estimate due to market conditions at the time of bid. Scope and schedule changes during design and/or construction will result in higher cost.

Miscellaneous

Subtotal Project Cost

Project Contingency

Subtotal Budget- midpoint of construction at 6/2016

Project Budget-Estimation Midpoint of construction 6/1/2021

PHONE: 303-948-7224 • FAX: 303-948-7230

CSU Water Resources Center

Updated to Escalate to June 2016 and Incorporate Penthouse Space

Denver, CO

Concept DesignApril 13, 2016

Cumming Project No. 15-00572.06

Prepared for Colorado State University

383 INVERNESS PARKWAY, SUITE 240 • ENGLEWOOD • COLORADO • 80112

CSU Water Resources CenterDenver, CO Project # 15-00572.06Concept Design 04/12/16

Page1. Project Introduction

Executive Summary 3

2. Control AreasControls 4

3. Cost SummariesSummary 5

Summary Matrix (CSU) 6

Summary Matrix (Denver Water) 11

4. Construction Cost Back UpBasement (CSU) 14

Level 1 (CSU) 20

Level 1 (CSU Auditorium) 29

Level 1 (Denver Water) 35

Level 1 (Atrium) 41

Level 2 (CSU) 46

Level 3 (CSU) 54

Level 3 (Denver Water) 60

Level 4 (CSU) 67

Level 4 (Denver Water) 73

Level 5 (CSU) 79

Level 6 (CSU) 86

Level 7 (CSU) 94

5. AppendixAppendix A - Scope Assumptions 101

Appendix B - Approach & Methodology 103

TABLE OF CONTENTS

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1.1 Introduction

1.2 Project ScheduleStart Finish Duration

Oct-15 Nov-15 2 monthsJun-16 Jun-16 months

1.3 Key Assumptions & Exclusions

- AV Equipment- Skylights- Fit-out of level 1 restaurant, kitchen, and coffee shop- Food service equipment

Design & EngineeringConstruction

This document should be read in association with Appendices A and B which outline assumptions, project understanding, approach, and cost management methodology. Key assumptions built into the above cost breakdown include

EXECUTIVE SUMMARY

This estimate has been prepared, pursuant to an agreement between Colorado State University and Cumming, for the purpose of establishing a probable cost of construction at the concept design stage. This estimate is based on documents received from CSU 2/16/16 (basement scope received separately on 2/29/16) and clarified in a kick-off meeting held on 2/23/16 at Cumming's office (also incoprorating subsequent clarification).

The project scope encompasses a 7 story tower and basement, central atrium space, separate auditorium space (with associated prefunction space), and adjacent shell space to be occupied by Denver Water. The tower will occupied by both Denver Water (at levles 3 and 4) and Colorado State University. For the sake of analysis, this estimate is segregated floor-by-floor, as well as by various locations / departments. Sitework and demolition of existing conditions will be required for overall construction, however is not included in this cost analysis as Cumming understands this scope will be provided to the owner under separate cover.

- Proration of certain scope of work (foundations, elevators, etc.) is

scheduling will require logical sequencing rather than floor-by-floor.

Key Assumptions Key Exclusions- CM@Risk - Project soft costs- Design Assist MEP Trades - Furnishings, fixtures, and equipment (FF&E)- Denver Water scope of work to occur concurrent with CSU scope - Sitework costs (including demolition)- Denver Water scope of work included as shell only (except restrooms)

provided for mathematical segregation on a floor-by-floor basis. Actual

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Schedule of Areas Colorado State University Denver Water SF

1. Enclosed Areas (x 100%)

Basement 5,221 5,221Level 1 24,155 25,732 49,887Level 2 13,923 13,923Level 3 1,173 25,164 26,337Level 4 1,173 12,728 13,901Level 5 13,955 13,955Level 6 12,507 12,507Level 7 6,930 6,930Penthouse 4,860 4,395 9,255

Total Enclosed 83,897 68,019 151,916

2. Unenclosed Areas (x 50%)

Balconies 4,438 4,438Covered Deck 944 944

Total Unenclosed 2,691 2,691

Total Gross Floor Area 86,588 68,019 154,607

SCHEDULE OF AREAS AND CONTROL QUANTITIES

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Element Area Cost / SF Total

COLORADO STATE UNIVERSITY SCOPE OF WORK

Basement (CSU) 5221 SF $354.08 $1,848,632

Level 1 (CSU) 17658 SF $357.97 $6,321,116

Level 1 (CSU Auditorium) 6497 SF $627.76 $4,078,574

Level 2 (CSU) 13923 SF $511.30 $7,118,787

Level 3 (CSU) 1173 SF $785.05 $920,865

Level 4 (CSU) 1173 SF $783.60 $919,168

Level 5 (CSU) 13955 SF $421.20 $5,877,821

Level 6 (CSU) 12507 SF $477.56 $5,972,877

Level 7 (CSU) 6930 SF $534.05 $3,700,934

Penthouse (CSU) 4860 SF $344.00 $1,671,840

Total Estimated Construction Cost (CSU) 83,897 $458.07 $38,430,615

DENVER WATER SCOPE OF WORK

Level 1 (Denver Water) 21368 SF $193.39 $4,132,390

Level 1 (Atrium) 4364 SF $981.08 $4,281,412

Level 3 (Denver Water) 25164 SF $178.87 $4,501,097

Level 4 (Denver Water) 12728 SF $190.35 $2,422,775

Penthouse (Denver Water) 4395 SF $344.00 $1,511,880

Total Estimated Construction Cost (Denver Water) 68,019 $247.72 $16,849,553

Total Estimated Construction Cost (Overall) 151,916 $363.89 $55,280,168

ALTERNATES

Cost Premium for Precast Structure / Façade (cost of work elements) $1,512,000Cost Savings for Precast Structure / Façade (assume 2 months schedule reduction) -$513,000Additional Efficiencies to be Gained through More Economical Layout - Target $5 / sf Reduction (Floor & Skin) -$1,402,000

Overal Potential Cost Savings of Precast Structure / Façade (ROM) -$403,000

SUMMARY

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SUMMARY MATRIX (CSU)

Element Subtotal Total Cost/SF Subtotal Total Cost/SF

A) Shell (1-5) $429,939 $82.35 $1,800,009 $101.941 Foundations $106,063 $20.31 $126,255 $7.152 Vertical Structure $76,330 $14.62 $56,786 $3.223 Floor & Roof Structures $66,087 $12.66 $366,485 $20.754 Exterior Cladding $159,637 $30.58 $1,222,115 $69.215 Roofing and Waterproofing $21,822 $4.18 $28,368 $1.61

B) Interiors (6-7) $97,403 $18.66 $628,213 $35.586 Interior Partitions, Doors and Glazing $42,483 $8.14 $337,467 $19.117 Floor, Wall and Ceiling Finishes $54,921 $10.52 $290,745 $16.47

C) Equipment and Vertical Transportation (8-9) $108,297 $20.74 $462,663 $26.208 Function Equipment and Specialties $34,047 $6.52 $305,913 $17.329 Stairs and Vertical Transportation $74,250 $14.22 $156,750 $8.88

D) Mechanical and Electrical (10-13) $829,048 $158.79 $2,117,390 $119.9110 Plumbing Systems $197,439 $37.82 $352,708 $19.9711 Heating, Ventilation and Air Conditioning $357,610 $68.49 $1,038,028 $58.7912 Electrical Lighting, Power and Communications $256,661 $49.16 $675,960 $38.2813 Fire Protection Systems $17,338 $3.32 $50,694 $2.87

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal Cost $1,464,687 $280.54 $5,008,275 $283.63

General Conditions / Requirements 8.0% $117,175 $22.44 $400,662 $22.69Bonds & Insurance 1.8% $26,364 $5.05 $90,149 $5.11Contractor's Fee 4.0% $64,329 $12.32 $219,963 $12.46Design Contingency 10.0% $167,256 $32.04 $571,905 $32.39Escalation to MOC, 06/01/16 0.5% $8,821 $1.69 $30,162 $1.71

Total Estimated Construction Cost $1,848,632 $354.08 $6,321,116 $357.97

Basement (CSU)5221 SF 17658 SF

Level 1 (CSU)

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SUMMARY MATRIX (CSU)

Element

A) Shell (1-5)1 Foundations2 Vertical Structure3 Floor & Roof Structures4 Exterior Cladding5 Roofing and Waterproofing

B) Interiors (6-7)6 Interior Partitions, Doors and Glazing7 Floor, Wall and Ceiling Finishes

C) Equipment and Vertical Transportation (8-9)8 Function Equipment and Specialties9 Stairs and Vertical Transportation

D) Mechanical and Electrical (10-13)10 Plumbing Systems11 Heating, Ventilation and Air Conditioning12 Electrical Lighting, Power and Communications13 Fire Protection Systems

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal Cost

General Conditions / Requirements 8.0%Bonds & Insurance 1.8%Contractor's Fee 4.0%Design Contingency 10.0%Escalation to MOC, 06/01/16 0.5%

Total Estimated Construction Cost

Project # 15-00572.0604/12/16

Subtotal Total Cost/SF Subtotal Total Cost/SF

$1,375,213 $211.67 $1,674,453 $120.27$46,454 $7.15 $99,549 $7.15$50,434 $7.76 $142,494 $10.23

$193,100 $29.72 $349,609 $25.11$992,058 $152.69 $1,037,434 $74.51$93,167 $14.34 $45,366 $3.26

$288,471 $44.40 $582,132 $41.81$23,373 $3.60 $295,763 $21.24

$265,097 $40.80 $286,369 $20.57$334,618 $51.50 $458,996 $32.97

$334,618 $51.50 $302,246 $21.71$156,750 $11.26

$1,233,188 $189.81 $2,924,695 $210.06$195,580 $30.10 $716,843 $51.49$557,568 $85.82 $1,380,467 $99.15$445,192 $68.52 $775,116 $55.67$34,848 $5.36 $52,269 $3.75

$3,231,489 $497.38 $5,640,276 $405.10

$258,519 $39.79 $451,222 $32.41$58,167 $8.95 $101,525 $7.29

$141,927 $21.85 $247,721 $17.79$369,010 $56.80 $644,074 $46.26$19,461 $3.00 $33,968 $2.44

$4,078,574 $627.76 $7,118,787 $511.30

6497 SFLevel 1 (CSU Auditorium)

13923 SFLevel 2 (CSU)

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SUMMARY MATRIX (CSU)

Element

A) Shell (1-5)1 Foundations2 Vertical Structure3 Floor & Roof Structures4 Exterior Cladding5 Roofing and Waterproofing

B) Interiors (6-7)6 Interior Partitions, Doors and Glazing7 Floor, Wall and Ceiling Finishes

C) Equipment and Vertical Transportation (8-9)8 Function Equipment and Specialties9 Stairs and Vertical Transportation

D) Mechanical and Electrical (10-13)10 Plumbing Systems11 Heating, Ventilation and Air Conditioning12 Electrical Lighting, Power and Communications13 Fire Protection Systems

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal Cost

General Conditions / Requirements 8.0%Bonds & Insurance 1.8%Contractor's Fee 4.0%Design Contingency 10.0%Escalation to MOC, 06/01/16 0.5%

Total Estimated Construction Cost

Project # 15-00572.0604/12/16

Subtotal Total Cost/SF Subtotal Total Cost/SF

$230,463 $196.47 $229,228 $195.42$8,387 $7.15 $8,387 $7.15

$10,522 $8.97 $10,522 $8.97$27,394 $23.35 $27,394 $23.35

$183,192 $156.17 $181,958 $155.12$968 $0.83 $968 $0.83

$125,434 $106.93 $125,324 $106.84$66,000 $56.27 $65,890 $56.17$59,435 $50.67 $59,435 $50.67

$152,953 $130.39 $152,953 $130.39$42,953 $36.62 $42,953 $36.62

$110,000 $93.78 $110,000 $93.78$220,759 $188.20 $220,759 $188.20

$23,485 $20.02 $23,485 $20.02$140,910 $120.13 $140,910 $120.13$51,667 $44.05 $51,667 $44.05$4,697 $4.00 $4,697 $4.00

$729,609 $622.00 $728,265 $620.86

$58,369 $49.76 $58,261 $49.67$13,133 $11.20 $13,109 $11.18$32,044 $27.32 $31,985 $27.27$83,316 $71.03 $83,162 $70.90$4,394 $3.75 $4,386 $3.74

$920,865 $785.05 $919,168 $783.60

1173 SFLevel 3 (CSU)

1173 SFLevel 4 (CSU)

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SUMMARY MATRIX (CSU)

Element

A) Shell (1-5)1 Foundations2 Vertical Structure3 Floor & Roof Structures4 Exterior Cladding5 Roofing and Waterproofing

B) Interiors (6-7)6 Interior Partitions, Doors and Glazing7 Floor, Wall and Ceiling Finishes

C) Equipment and Vertical Transportation (8-9)8 Function Equipment and Specialties9 Stairs and Vertical Transportation

D) Mechanical and Electrical (10-13)10 Plumbing Systems11 Heating, Ventilation and Air Conditioning12 Electrical Lighting, Power and Communications13 Fire Protection Systems

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal Cost

General Conditions / Requirements 8.0%Bonds & Insurance 1.8%Contractor's Fee 4.0%Design Contingency 10.0%Escalation to MOC, 06/01/16 0.5%

Total Estimated Construction Cost

Project # 15-00572.0604/12/16

Subtotal Total Cost/SF Subtotal Total Cost/SF

$1,481,714 $106.18 $2,052,467 $164.11$99,778 $7.15 $89,425 $7.15

$125,183 $8.97 $242,786 $19.41$310,096 $22.22 $538,881 $43.09$935,144 $67.01 $897,297 $71.74$11,513 $0.83 $284,079 $22.71

$523,569 $37.52 $370,637 $29.63$282,342 $20.23 $168,844 $13.50$241,228 $17.29 $201,793 $16.13

$423,443 $30.34 $390,751 $31.24$266,693 $19.11 $234,001 $18.71$156,750 $11.23 $156,750 $12.53

$2,228,322 $159.68 $1,918,507 $153.39$423,060 $30.32 $353,628 $28.27

$1,041,381 $74.62 $887,282 $70.94$716,652 $51.35 $637,189 $50.95$47,229 $3.38 $40,408 $3.23

$4,657,048 $333.72 $4,732,362 $378.38

$372,564 $26.70 $378,589 $30.27$83,827 $6.01 $85,183 $6.81

$204,538 $14.66 $207,845 $16.62$531,798 $38.11 $540,398 $43.21$28,047 $2.01 $28,500 $2.28

$5,877,821 $421.20 $5,972,877 $477.56

13955 SFLevel 5 (CSU)

12507 SFLevel 6 (CSU)

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SUMMARY MATRIX (CSU)

Element

A) Shell (1-5)1 Foundations2 Vertical Structure3 Floor & Roof Structures4 Exterior Cladding5 Roofing and Waterproofing

B) Interiors (6-7)6 Interior Partitions, Doors and Glazing7 Floor, Wall and Ceiling Finishes

C) Equipment and Vertical Transportation (8-9)8 Function Equipment and Specialties9 Stairs and Vertical Transportation

D) Mechanical and Electrical (10-13)10 Plumbing Systems11 Heating, Ventilation and Air Conditioning12 Electrical Lighting, Power and Communications13 Fire Protection Systems

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal Cost

General Conditions / Requirements 8.0%Bonds & Insurance 1.8%Contractor's Fee 4.0%Design Contingency 10.0%Escalation to MOC, 06/01/16 0.5%

Total Estimated Construction Cost

Project # 15-00572.0604/12/16

Subtotal Total Cost/SF Subtotal Total Cost/SF

$1,222,771 $176.45 $10,496,257 $132.80$49,550 $7.15 $633,847 $8.02$77,328 $11.16 $792,385 $10.03

$190,209 $27.45 $2,069,254 $26.18$870,776 $125.65 $6,479,612 $81.98$34,909 $5.04 $521,159 $6.59

$281,326 $40.60 $3,022,509 $38.24$83,476 $12.05 $1,365,637 $17.28

$197,850 $28.55 $1,656,873 $20.96$223,480 $32.25 $2,708,155 $34.26

$162,980 $23.52 $1,726,405 $21.84$60,500 $8.73 $981,750 $12.42

$1,204,705 $173.84 $12,897,373 $163.18$235,389 $33.97 $2,521,617 $31.90$559,438 $80.73 $6,103,594 $77.22$381,227 $55.01 $3,991,331 $50.50$28,651 $4.13 $280,831 $3.55

$2,932,282 $423.13 $29,124,294 $368.49

$234,583 $33.85 $2,329,944 $29.48$52,781 $7.62 $524,237 $6.63

$128,786 $18.58 $1,279,139 $16.18$334,843 $48.32 $3,325,761 $42.08$17,660 $2.55 $175,400 $2.22

$3,700,934 $534.05 $36,758,775 $465.08

Overall Totals6930 SF

Level 7 (CSU)

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SUMMARY MATRIX (DENVER WATER)

Element Subtotal Total Cost/SF Subtotal Total Cost/SF

A) Shell (1-5) $2,680,335 $125.44 $1,756,896 $402.591 Foundations $152,781 $7.15 $31,203 $7.152 Vertical Structure $64,598 $3.02 $29,420 $6.743 Floor & Roof Structures $454,445 $21.27 $361,892 $82.934 Exterior Cladding $1,901,291 $88.98 $1,261,175 $289.005 Roofing and Waterproofing $107,220 $5.02 $73,206 $16.78

B) Interiors (6-7) $96,496 $4.52 $230,353 $52.786 Interior Partitions, Doors and Glazing $96,496 $4.52 $2,400 $0.557 Floor, Wall and Ceiling Finishes $227,952 $52.23

C) Equipment and Vertical Transportation (8-9) $74,210 $3.47 $272,204 $62.378 Function Equipment and Specialties $8,210 $0.38 $272,204 $62.379 Stairs and Vertical Transportation $66,000 $3.09

D) Mechanical and Electrical (10-13) $423,086 $19.80 $1,132,747 $259.5710 Plumbing Systems $23,505 $1.10 $120,505 $27.6111 Heating, Ventilation and Air Conditioning $188,038 $8.80 $723,030 $165.6812 Electrical Lighting, Power and Communications $176,286 $8.25 $265,111 $60.7513 Fire Protection Systems $35,257 $1.65 $24,101 $5.52

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal Cost $3,274,128 $153.23 $3,392,200 $777.31

General Conditions / Requirements 8.0% $261,930 $12.26 $271,376 $62.19Bonds & Insurance 1.8% $58,934 $2.76 $61,060 $13.99Contractor's Fee 4.0% $143,800 $6.73 $148,985 $34.14Design Contingency 10.0% $373,879 $17.50 $387,362 $88.76Escalation to MOC, 06/01/16 0.5% $19,718 $0.92 $20,429 $4.68

Total Estimated Construction Cost $4,132,390 $193.39 $4,281,412 $981.08

21368 SF 4364 SFLevel 1 (Denver Water) Level 1 (Atrium)

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SUMMARY MATRIX (DENVER WATER)

Element

A) Shell (1-5)1 Foundations2 Vertical Structure3 Floor & Roof Structures4 Exterior Cladding5 Roofing and Waterproofing

B) Interiors (6-7)6 Interior Partitions, Doors and Glazing7 Floor, Wall and Ceiling Finishes

C) Equipment and Vertical Transportation (8-9)8 Function Equipment and Specialties9 Stairs and Vertical Transportation

D) Mechanical and Electrical (10-13)10 Plumbing Systems11 Heating, Ventilation and Air Conditioning12 Electrical Lighting, Power and Communications13 Fire Protection Systems

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal Cost

General Conditions / Requirements 8.0%Bonds & Insurance 1.8%Contractor's Fee 4.0%Design Contingency 10.0%Escalation to MOC, 06/01/16 0.5%

Total Estimated Construction Cost

Project # 15-00572.0604/12/16

Subtotal Total Cost/SF Subtotal Total Cost/SF

$2,551,390 $101.39 $1,232,647 $96.85$179,923 $7.15 $91,005 $7.15$305,116 $12.13 $114,177 $8.97$723,996 $28.77 $282,511 $22.20

$1,211,499 $48.14 $734,454 $57.70$130,857 $5.20 $10,501 $0.83

$178,308 $7.09 $140,991 $11.08$150,257 $5.97 $112,940 $8.87$28,051 $1.11 $28,051 $2.20

$267,174 $10.62 $222,793 $17.50$181,924 $7.23 $137,543 $10.81$85,250 $3.39 $85,250 $6.70

$569,386 $22.63 $323,154 $25.39$52,083 $2.07 $38,403 $3.02

$251,222 $9.98 $141,786 $11.14$223,940 $8.90 $121,343 $9.53$42,141 $1.67 $21,622 $1.70

$3,566,258 $141.72 $1,919,585 $150.82

$285,301 $11.34 $153,567 $12.07$64,193 $2.55 $34,553 $2.71

$156,630 $6.22 $84,308 $6.62$407,238 $16.18 $219,201 $17.22$21,478 $0.85 $11,561 $0.91

$4,501,097 $178.87 $2,422,775 $190.35

25164 SF 12728 SFLevel 4 (Denver Water)Level 3 (Denver Water)

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SUMMARY MATRIX (DENVER WATER)

Element

A) Shell (1-5)1 Foundations2 Vertical Structure3 Floor & Roof Structures4 Exterior Cladding5 Roofing and Waterproofing

B) Interiors (6-7)6 Interior Partitions, Doors and Glazing7 Floor, Wall and Ceiling Finishes

C) Equipment and Vertical Transportation (8-9)8 Function Equipment and Specialties9 Stairs and Vertical Transportation

D) Mechanical and Electrical (10-13)10 Plumbing Systems11 Heating, Ventilation and Air Conditioning12 Electrical Lighting, Power and Communications13 Fire Protection Systems

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal Cost

General Conditions / Requirements 8.0%Bonds & Insurance 1.8%Contractor's Fee 4.0%Design Contingency 10.0%Escalation to MOC, 06/01/16 0.5%

Total Estimated Construction Cost

Project # 15-00572.0604/12/16

Subtotal Total Cost/SF

$8,221,269 $129.22$454,912 $7.15$513,312 $8.07

$1,822,844 $28.65$5,108,418 $80.29

$321,784 $5.06$646,148 $10.16

$362,093 $5.69$284,055 $4.46

$836,381 $13.15$599,881 $9.43$236,500 $3.72

$2,448,373 $38.48$234,496 $3.69

$1,304,076 $20.50$786,680 $12.36$123,121 $1.94

$12,152,170 $191.00

$972,174 $15.28$218,739 $3.44$533,723 $8.39

$1,387,681 $21.81$73,186 $1.15

$15,337,673 $241.07

Overall Totals

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Element Subtotal Total Cost / SF Cost / SF

A) Shell (1-5) $429,939 $82.351 Foundations $106,063 $20.312 Vertical Structure $76,330 $14.623 Floor & Roof Structures $66,087 $12.664 Exterior Cladding $159,637 $30.585 Roofing and Waterproofing $21,822 $4.18

B) Interiors (6-7) $97,403 $18.666 Interior Partitions, Doors and Glazing $42,483 $8.147 Floor, Wall and Ceiling Finishes $54,921 $10.52

C) Equipment and Vertical Transportation (8-9) $108,297 $20.748 Function Equipment and Specialties $34,047 $6.529 Stairs and Vertical Transportation $74,250 $14.22

D) Mechanical and Electrical (10-13) $829,048 $158.7910 Plumbing Systems $197,439 $37.8211 Heating, Ventilation and Air Conditioning $357,610 $68.4912 Electrical Lighting, Power and Communications $256,661 $49.1613 Fire Protection Systems $17,338 $3.32

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal $1,464,687 $280.54General Conditions / Requirements 8.00% $117,175 $22.44

Subtotal $1,581,862 $302.98Bonds & Insurance 1.80% $26,364 $5.05

Subtotal $1,608,227 $308.03Contractor's Fee 4.00% $64,329 $12.32

Subtotal $1,672,556 $320.35Design Contingency 10.00% $167,256 $32.04

Subtotal $1,839,811 $352.39Escalation to MOC, 06/01/16 0.48% $8,821 $1.69

TOTAL ESTIMATED CONSTRUCTION COST $1,848,632 $354.08

Total Area: 5,221 SF

SUMMARY - BASEMENT (CSU)

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - BASEMENT (CSU)

1 Foundations

Basement ExcavationMass excavation, basement 3,165 cy $8.80 $27,856Backfill, basement 826 cy $12.10 $9,991Export, assume 10 mile round trip 2,340 cy $13.20 $30,885Temporary shoring Assume Not Required

Foundations (prorated by gross floor area) 5,221 gsf $7.15 $37,330

Total - Foundations $106,063

2 Vertical Structure

Basement Retaining Walls, 12" Thick 2,123 sfConcrete 86 cy $176.00 $15,223Formwork 4,246 sf $8.80 $37,365Reinforcing, allow 250 lbs / cy 21,623 lbs $0.99 $21,407Finish to walls 4,246 sf $0.55 $2,335

Total - Vertical Structure $76,330

3 Floor & Roof Structures

Slab On Grade 5" ThickConcrete, including placement 89 cy $165.00 $14,624Formwork, slab on grade 5" thick, 3000 psi 335 lf $4.95 $1,658Gravel sub base, 6" 5,221 sf $1.32 $6,892Reinforcing, allow 1.2 lbs / sf 6,265 lbs $0.99 $6,203Finish to slab 5,221 sf $0.55 $2,872Vapor barrier 5,221 sf $0.28 $1,436Concrete, slab on grade, add for thickened edges 14 cy $165.00 $2,252Premium for moisture mitigation 5,221 sf $4.95 $25,844

Miscellaneous Miscellaneous metals, allowance 5,221 sf $0.55 $2,872

Rough CarpentryMiscellaneous Rough Carpentry 5,221 sf $0.28 $1,436

Total - Floor & Roof Structures $66,087

4 Exterior Cladding

Exterior Walls And ParapetsExterior Metal Studs

Metal stud framing, 6" 18 Ga. at 16" o.c. 1,221 sf $8.25 $10,073Sheathing

Exterior walls, densglass sheathing 1,221 sf $2.75 $3,358Weather barrier 1,221 sf $1.65 $2,015

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - BASEMENT (CSU)

Exterior Wall InsulationR-19 batt insulation, exterior walls and returns, semi-rigid incl. foil backing 1,221 sf $0.99 $1,209Rigid insulation, 2" 1,221 sf $3.85 $4,701

Gypsum Board to Interior of ExteriorInterior of exterior, 5/8" thick gypsum board X, finished 1,221 sf $2.48 $3,022

Exterior FinishExterior composite metal panels 1,221 sf $55.00 $67,155

Exterior GlazingCurtainwall window system 297 sf $93.50 $27,770

Exterior DoorsAll glass door sets with aluminum top & bottom rails, double 3 pr $7,040.00 $21,120Premiums

Panic hardware, per leaf 6 ea $495.00 $2,970Automatic door opening, per double leaf set 3 ea $3,025.00 $9,075

MiscellaneousPremium for miscellaneous façade enhancements, vertical area allowance 1,518 sf $2.20 $3,340Firesafing at perimeter walls 335 lf $7.15 $2,395Miscellaneous anchors and supports 5,221 sf $0.28 $1,436

Total - Exterior Cladding $159,637

5 Roofing and Waterproofing

WaterproofingWaterproofing at basement walls 2,123 sf $8.25 $17,515

Flashing / Sheet MetalFlashing / sheet metal allowance 5,221 gsf $0.55 $2,872

MiscellaneousCaulking allowance 5,221 gsf $0.28 $1,436

Total - Roofing and Waterproofing $21,822

6 Interior Partitions, Doors and Glazing

Interior PartitionsInterior Metal Studs

Metal studs, 6", 18 Ga., at 16" o.c. at typical demising wall 1,738 sf $5.50 $9,559Metal studs, 6", 18 Ga., at 16" o.c. at stairwell walls 275 sf $5.50 $1,513Metal studs, 4" CH studs 18 ga at 24" o.c. at elevator shafts 484 sf $3.85 $1,863

Gypsum BoardGypsum board, 5/8" thick, finished (l4), type X 4,510 sf $2.20 $9,922Gypsum board, 5/8" thick, unfinished 1,034 sf $1.65 $1,706Gypsum board, 1" thick coreboard at shaft walls 484 sf $3.30 $1,597

Interior Wall InsulationSound batt insulation 2,497 sf $0.83 $2,060

Premiums Additional blocking, support backing, stiffeners, etc. 5,221 sf $0.28 $1,436

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - BASEMENT (CSU)

Interior Glazing Interior glazing, allowance 5,221 gsf $0.55 $2,872

Interior Doors, Including Frame and HardwareTypical interior door, solid-core, single 2 ea $1,375.00 $2,750Typical interior door, solid-core, single, rated 1 ea $1,457.50 $1,458Typical interior door, solid-core, double 2 ea $2,585.00 $5,170Premiums

Paint finish, per leaf 7 ea $82.50 $578

Total - Interior Partitions, Doors and Glazing $42,483

7 Floor, Wall and Ceiling Finishes

Interior FinishesFloors

Sealed concrete at back of house 2,294 sf $1.65 $3,785Epoxy flooring at labs 260 sf $9.90 $2,574High-end carpet at circulation / lobby space 2,240 sf $5.50 $12,320

BaseRubber base at back of house 314 lf $2.48 $777Coved epoxy base at labs 66 lf $9.90 $653Wood base at circulation / lobby space 315 lf $7.15 $2,252

Walls Paint to walls at back of house 3,140 sf $0.66 $2,072Paint to walls at labs 660 sf $0.66 $436Premium wall finish at circulation / lobby, allowance over surface area 3,150 sf $2.75 $8,663

CeilingsPaint to exposed ceiling at back of house 2,294 sf $1.10 $2,523Acoustic ceiling tiles at labs 260 sf $3.85 $1,001Hard-lid ceiling at circulation / lobby space, including paint 2,240 sf $7.98 $17,864

Total - Floor, Wall and Ceiling Finishes $54,921

8 Function Equipment and Specialties

Building SpecialtiesBack of house 2,294 sf $1.65 $3,785Labs 260 sf $3.85 $1,001Circulation / lobby 2,240 sf $2.75 $6,160

Window CoveringMechoshades, motorized at curtainwall glazing 297 sf $19.80 $5,881

CaseworkBack of house 2,294 sf $2.75 $6,309Labs 260 sf $8.80 $2,288Circulation / lobby 2,240 sf $3.85 $8,624

Total - Function Equipment and Specialties $34,047

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - BASEMENT (CSU)

9 Stairs and Vertical Transportation

StairsBack of house stairs, metal pan, concrete fill, 4'-8" wide 1 flt $13,750.00 $13,750

ElevatorsTraction passenger elevator, two-sided cab, prorated by number of stops 2 ea $30,250.00 $60,500

Total - Stairs and Vertical Transportation $74,250

10 Plumbing SystemsPlumbing

Back of house 2,294 sf $38.50 $88,319Labs 260 sf $88.00 $22,880Circulation / lobby 2,240 sf $38.50 $86,240

Total - Plumbing Systems $197,439

11 Heating, Ventilation and Air ConditioningHVAC

Back of house 2,294 sf $55.00 $126,170Labs 260 sf $132.00 $34,320Circulation / lobby 2,240 sf $88.00 $197,120

Total - Heating, Ventilation and Air Conditioning $357,610

12 Electrical Lighting, Power and CommunicationsElectrical Systems

Back of house 2,294 sf $33.00 $75,702Labs 260 sf $41.80 $10,868Circulation / lobby 2,240 sf $38.50 $86,240

Low-Voltage SystemsBack of house 2,294 sf $13.20 $30,281Labs 260 sf $16.50 $4,290Circulation / lobby 2,240 sf $22.00 $49,280

Total - Electrical Lighting, Power and Communications $256,661

13 Fire Protection SystemsFire Protection

Back of house 2,294 sf $3.30 $7,570Labs 260 sf $4.40 $1,144Circulation / lobby 2,240 sf $3.85 $8,624

Total - Fire Protection Systems $17,338

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Element Subtotal Total Cost / SF Cost / SF

A) Shell (1-5) $1,800,009 $101.941 Foundations $126,255 $7.152 Vertical Structure $56,786 $3.223 Floor & Roof Structures $366,485 $20.754 Exterior Cladding $1,222,115 $69.215 Roofing and Waterproofing $28,368 $1.61

B) Interiors (6-7) $628,213 $35.586 Interior Partitions, Doors and Glazing $337,467 $19.117 Floor, Wall and Ceiling Finishes $290,745 $16.47

C) Equipment and Vertical Transportation (8-9) $462,663 $26.208 Function Equipment and Specialties $305,913 $17.329 Stairs and Vertical Transportation $156,750 $8.88

D) Mechanical and Electrical (10-13) $2,117,390 $119.9110 Plumbing Systems $352,708 $19.9711 Heating, Ventilation and Air Conditioning $1,038,028 $58.7912 Electrical Lighting, Power and Communications $675,960 $38.2813 Fire Protection Systems $50,694 $2.87

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal $5,008,275 $283.63General Conditions / Requirements 8.00% $400,662 $22.69

Subtotal $5,408,937 $306.32Bonds & Insurance 1.80% $90,149 $5.11

Subtotal $5,499,086 $311.42Contractor's Fee 4.00% $219,963 $12.46

Subtotal $5,719,049 $323.88Design Contingency 10.00% $571,905 $32.39

Subtotal $6,290,954 $356.27Escalation to MOC, 06/01/16 0.48% $30,162 $1.71

TOTAL ESTIMATED CONSTRUCTION COST $6,321,116 $357.97

Total Area: 17,658 SF

SUMMARY - LEVEL 1 (CSU)

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (CSU)

1 Foundations

Foundations (prorated by gross floor area) 17,658 gsf $7.15 $126,255

Total - Foundations $126,255

2 Vertical Structure

Structural Steel, Vertical, Supporting FloorsStructural steel columns, allow 3 lbs / sf 7.8 tn $3,685.00 $28,859Structural brace framing. Allow 1 lb / sf 2.6 tn $3,795.00 $9,907Miscellaneous bolts and connections 1.0 tn $3,795.00 $3,963Fireproofing to steelwork 11.5 tn $357.50 $4,106

Structural Steel, Vertical, Supporting RoofStructural steel columns, allow 2 lbs / sf 1.5 tn $3,685.00 $5,439Structural brace framing. Allow 1 lb / sf 0.7 tn $3,795.00 $2,801Miscellaneous bolts and connections 0.2 tn $3,795.00 $840Fireproofing to steelwork 2.4 tn $357.50 $871

Total - Vertical Structure $56,786

3 Floor & Roof Structures

Slab On Grade 5" ThickConcrete, including placement 211 cy $165.00 $34,835Formwork, slab on grade 5" thick, 3000 psi 628 lf $4.95 $3,109Gravel sub base, 6" 12,437 sf $1.32 $16,417Reinforcing, allow 1.2 lbs / sf 14,924 lbs $0.99 $14,775Finish to slab 12,437 sf $0.55 $6,840Vapor barrier 12,437 sf $0.28 $3,420Concrete, slab on grade, add for thickened edges 26 cy $165.00 $4,222Premium for moisture mitigation 12,437 sf $4.95 $61,563

Structural Steel, Horizontal, FloorsStructural steel beams and girders, allow 5 lbs / sf 13.1 tn $3,685.00 $48,098Miscellaneous bolts and connections 1.3 tn $3,795.00 $4,953Fireproofing to steelwork 14.4 tn $357.50 $5,133

Structural Steel, Horizontal, RoofsStructural steel beams and girders, allow 4 lbs / sf 3.0 tn $3,685.00 $10,878Miscellaneous bolts and connections 0.3 tn $3,795.00 $1,120Fireproofing to steelwork 3.2 tn $357.50 $1,161

Floor Deck Fill3 1/2" thick normal weight concrete deck topping, including reinforcing 5,221 sf $4.40 $22,972Finish to concrete deck 5,221 sf $0.55 $2,872

Floor Decking3", 18 Ga. metal deck 5,221 sf $4.95 $25,844Deck edging, 16 Ga. 335 lf $8.25 $2,764

Roof Decking3", 18 Ga. metal deck 1,476 sf $4.95 $7,306

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (CSU)

Miscellaneous Expansion joint, horizontal at interface with atrium 174 lf $203.50 $35,409Expansion joint, vertical at interface with atrium 139 lf $275.00 $38,225Miscellaneous metals, allowance 17,658 sf $0.55 $9,712

Rough CarpentryMiscellaneous Rough Carpentry 17,658 sf $0.28 $4,856

Total - Floor & Roof Structures $366,485

4 Exterior Cladding

Exterior Walls And ParapetsExterior Metal Studs

Metal stud framing, 6" 18 Ga. at 16" o.c. 2,660 sf $8.25 $21,945Sheathing

Exterior walls, densglass sheathing 2,660 sf $2.75 $7,315Weather barrier 2,660 sf $1.65 $4,389

Exterior Wall InsulationR-19 batt insulation, exterior walls and returns, semi-rigid incl. foil backing 2,660 sf $0.99 $2,633Rigid insulation, 2" 2,660 sf $3.85 $10,241

Gypsum Board to Interior of ExteriorInterior of exterior, 5/8" thick gypsum board X, finished 2,660 sf $2.48 $6,584

Exterior FinishExterior composite metal panels 2,660 sf $55.00 $146,300

Exterior GlazingCurtainwall window system 6,400 sf $93.50 $598,400Curtainwall window system, view to interior atrium 2,620 sf $93.50 $244,970

Exterior DoorsHM door sets, HM frames and hardware, single 2 ea $1,485.00 $2,970All glass door sets with aluminum top & bottom rails, single 2 ea $3,520.00 $7,040All glass door sets with aluminum top & bottom rails, double 5 pr $7,040.00 $35,200Premiums

Panic hardware, per leaf 14 ea $495.00 $6,930Automatic door opening, per double leaf set 5 ea $3,025.00 $15,125

Aluminum Sunshades / Roof canopiesExterior vertical sunshades, 3'-0" deep 160 vlf $247.50 $39,600

Exterior Soffits and OverhangsMetal panel soffit at building overhang, including sheathing and framing 538 sf $69.58 $37,431

MiscellaneousPremium for miscellaneous façade enhancements, vertical area allowance 11,680 sf $2.20 $25,696Firesafing at perimeter walls 628 lf $7.15 $4,490Miscellaneous anchors and supports 17,658 sf $0.28 $4,856

Total - Exterior Cladding $1,222,115

5 Roofing and Waterproofing

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (CSU)

RoofingSingle ply membrane roofing, including protection board 1,476 sf $6.60 $9,742

Roof InsulationRigid roof insulation, poly iso insulation 1,476 sf $2.75 $4,059

Flashing / Sheet MetalFlashing / sheet metal allowance 17,658 gsf $0.55 $9,712

MiscellaneousCaulking allowance 17,658 gsf $0.28 $4,856

Total - Roofing and Waterproofing $28,368

6 Interior Partitions, Doors and Glazing

Interior PartitionsInterior Metal Studs

Metal studs, 6", 18 Ga., at 16" o.c. at typical demising wall 14,260 sf $5.50 $78,430Metal studs, 6", 18 Ga., at 16" o.c. at stairwell walls 1,680 sf $5.50 $9,240Metal studs, 4" CH studs 18 ga at 24" o.c. at elevator shafts 2,180 sf $4.95 $10,791Metal studs, 3 5/8", 20 Ga., at 16" o.c. at furring walls 2,160 sf $3.85 $8,316

Gypsum BoardGypsum board, 5/8" thick, finished (l4), type X 36,220 sf $2.20 $79,684Gypsum board, 5/8" thick, unfinished 5,540 sf $1.65 $9,141Gypsum board, 1" thick coreboard at shaft walls 2,180 sf $3.30 $7,194

Interior Wall InsulationSound batt insulation 20,280 sf $0.83 $16,731

Premiums Additional blocking, support backing, stiffeners, etc. 17,658 sf $0.28 $4,856

Interior Glazing Interior storefront partitions 760 sf $49.50 $37,620Interior glazing, allowance 17,658 gsf $0.55 $9,712

Interior Doors, Including Frame and HardwareTypical interior door, solid-core, single 10 ea $1,375.00 $13,750Typical interior door, solid-core, single, rated 4 ea $1,457.50 $5,830Typical interior door, solid-core, single, dual-swing 1 ea $1,485.00 $1,485Typical interior door, solid-core, double 5 ea $2,585.00 $12,925Typical interior door, glass, single 3 ea $3,300.00 $9,900Typical interior door, glass, double 3 ea $6,600.00 $19,800Premiums

Paint finish, per leaf 25 ea $82.50 $2,063

Total - Interior Partitions, Doors and Glazing $337,467

7 Floor, Wall and Ceiling Finishes

Interior FinishesFloors

Terrazzo flooring at atrium 2,115 sf $33.00 $69,795Sealed concrete at back of house 1,288 sf $1.65 $2,125

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (CSU)

Mid-grade carpet at offices 247 sf $4.28 $1,057High-end carpet at circulation / lobby space 2,176 sf $5.50 $11,968Ceramic tile at restroom / showers 612 sf $13.75 $8,415Sealed concrete at restaurant / kitchen (shell) 6,050 sf $1.65 $9,983High-end carpet at meeting room 2,889 sf $5.50 $15,890Sealed concrete at coffee shop (shell) 484 sf $1.65 $799High-end carpet at VR cave 995 sf $5.50 $5,473

BaseTerrazzo base at atrium 260 lf $33.00 $8,580Rubber base at back of house 319 lf $2.48 $790Rubber base at offices 89 lf $2.48 $220Wood base at circulation / lobby space 305 lf $7.15 $2,181Ceramic tile base at restroom / showers 239 lf $13.75 $3,286Base finish at restaurant / kitchen (shell) Not IncludedWood base at meeting room 295 lf $5.50 $1,623Base finish at coffee shop (shell) Not IncludedWood base at VR cave 143 lf $7.15 $1,022

Walls Premium wall finish at atrium space, allowance over surface area 4,160 sf $5.50 $22,880Paint to walls at back of house 3,190 sf $0.66 $2,105Paint to walls at offices 801 sf $0.66 $529Premium wall finish at circulation / lobby, allowance over surface area 3,050 sf $2.75 $8,388Ceramic wall tile at restroom / showers 1,912 sf $14.85 $28,393Wall finish at restaurant / kitchen (shell) Not IncludedAcoustic panels at meeting space, allow 25% coverage 738 sf $13.20 $9,735Paint to balance of meeting space, 75% 2,213 sf $0.66 $1,460Wall finish at coffee shop (shell) Not IncludedAcoustic panels at VR cave, allow 50% coverage 715 sf $13.20 $9,438Paint to balance of VR cave walls, 50%, black 715 sf $0.83 $590

CeilingsHard-lid ceiling at atrium, including paint 2,115 sf $7.98 $16,867Paint to exposed ceiling at back of house 1,288 sf $1.10 $1,417Acoustic ceiling tiles at offices 247 sf $3.85 $951Hard-lid ceiling at circulation / lobby space, including paint 2,176 sf $7.98 $17,354Hard-lid ceiling at restrooms / showers, including paint 612 sf $7.98 $4,881Ceiling finish at restaurant / kitchen (shell) Not IncludedHard-lid ceiling at meeting room, allow 50% coverage, including paint 1,445 sf $7.98 $11,520Acoustic ceiling tiles at meeting room, allow 50% coverage 1,445 sf $3.85 $5,561Ceiling finish at coffee shop (shell) Not IncludedAcoustic ceiling tiles at VR cave, premium 995 sf $5.50 $5,473

Total - Floor, Wall and Ceiling Finishes $290,745

8 Function Equipment and Specialties

Toilet CubiclesHandicap, solid phenolic 4 ea $1,210.00 $4,840Standard, solid phenolic 5 ea $1,100.00 $5,500

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (CSU)

Toilet / Restroom SpecialtiesBathroom mirrors 116 sf $38.50 $4,466Coat hook 9 ea $27.50 $248Grab bars 8 ea $165.00 $1,320Paper towel dispenser combo unit, recessed 4 ea $330.00 $1,320Sanitary napkin dispenser 1 ea $363.00 $363Sanitary napkin disposal 5 ea $165.00 $825Seat cover dispenser 9 ea $126.50 $1,139Soap dispenser 8 ea $82.50 $660Toilet paper dispenser 9 ea $71.50 $644

Building SpecialtiesAtrium 2,115 sf $2.75 $5,816Back of house 1,288 sf $1.65 $2,125Offices 247 sf $2.20 $543Circulation / lobby 2,176 sf $2.75 $5,984Restroom / shower 612 sf $3.30 $2,020Restaurant / kitchen (shell) Not IncludedMeeting rooms 2,889 sf $2.75 $7,945Coffee shop (shell) $5.50 Not IncludedVR cave 995 sf $3.30 $3,284Operable partition 510 sf $66.00 $33,660

Window CoveringMechoshades, motorized at curtainwall glazing 9,020 sf $19.80 $178,596

CaseworkAtrium 2,115 sf $3.85 $8,143Back of house 1,288 sf $2.75 $3,542Offices 247 sf $2.20 $543Circulation / lobby 2,176 sf $3.85 $8,378Restroom / shower 612 sf $8.80 $5,386Restaurant / kitchen (shell) $8.80 Not IncludedMeeting rooms 2,889 sf $5.50 $15,890Coffee shop (shell) $8.80 Not IncludedVR cave 995 sf $2.75 $2,736

Total - Function Equipment and Specialties $305,913

9 Stairs and Vertical Transportation

StairsBack of house stairs, metal pan, concrete fill, 4'-8" wide 1 flt $13,750.00 $13,750Feature stairs, including structure and finish 1 flt $49,500.00 $49,500

ElevatorsTraction passenger elevator, two-sided cab, prorated by number of stops 2 ea $30,250.00 $60,500Traction freight elevator, two-sided cab, prorated by number of stops 1 ea $33,000.00 $33,000

Total - Stairs and Vertical Transportation $156,750

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (CSU)

10 Plumbing SystemsPlumbing

Atrium 2,115 sf $27.50 $58,163Back of house 1,288 sf $38.50 $49,588Offices 247 sf $27.50 $6,793Circulation / lobby 2,176 sf $38.50 $83,776Restroom / shower 612 sf $66.00 $40,392Restaurant / kitchen, code-minimum only 6,050 sf $1.10 $6,655Meeting rooms 2,889 sf $27.50 $79,448Coffee shop, code-minimum only 484 sf $1.10 $532VR cave 995 sf $27.50 $27,363

Total - Plumbing Systems $352,708

11 Heating, Ventilation and Air ConditioningHVAC

Atrium 2,115 sf $165.00 $348,975Back of house 1,288 sf $55.00 $70,840Offices 247 sf $66.00 $16,302Circulation / lobby 2,176 sf $88.00 $191,488Restroom / shower 612 sf $88.00 $53,856Restaurant / kitchen, code-minimum only 6,050 sf $8.80 $53,240Meeting rooms 2,889 sf $77.00 $222,453Coffee shop, code-minimum only 484 sf $8.80 $4,259VR cave 995 sf $77.00 $76,615

Total - Heating, Ventilation and Air Conditioning $1,038,028

12 Electrical Lighting, Power and CommunicationsElectrical Systems

Atrium 2,115 sf $38.50 $81,428Back of house 1,288 sf $33.00 $42,504Offices 247 sf $35.20 $8,694Circulation / lobby 2,176 sf $38.50 $83,776Restroom / shower 612 sf $35.20 $21,542Restaurant / kitchen, code-minimum only 6,050 sf $5.50 $33,275Meeting rooms 2,889 sf $38.50 $111,227Coffee shop, code-minimum only 484 sf $5.50 $2,662VR cave 995 sf $35.20 $35,024

Low-Voltage SystemsAtrium 2,115 sf $22.00 $46,530Back of house 1,288 sf $13.20 $17,002Offices 247 sf $16.50 $4,076Circulation / lobby 2,176 sf $22.00 $47,872Restroom / shower 612 sf $16.50 $10,098Restaurant / kitchen, code-minimum only 6,050 sf $2.75 $16,638Meeting rooms 2,889 sf $27.50 $79,448Coffee shop, code-minimum only 484 sf $2.75 $1,331

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (CSU)

VR cave 995 sf $33.00 $32,835

Total - Electrical Lighting, Power and Communications $675,960

13 Fire Protection SystemsFire Protection

Atrium 2,115 sf $5.50 $11,633Back of house 1,288 sf $3.30 $4,250Offices 247 sf $3.30 $815Circulation / lobby 2,176 sf $3.85 $8,378Restroom / shower 612 sf $3.30 $2,020Restaurant / kitchen, code-minimum only 6,050 sf $1.65 $9,983Meeting rooms 2,889 sf $3.30 $9,534Coffee shop, code-minimum only 484 sf $1.65 $799VR cave 995 sf $3.30 $3,284

Total - Fire Protection Systems $50,694

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Element Subtotal Total Cost / SF Cost / SF

A) Shell (1-5) $1,375,213 $211.671 Foundations $46,454 $7.152 Vertical Structure $50,434 $7.763 Floor & Roof Structures $193,100 $29.724 Exterior Cladding $992,058 $152.695 Roofing and Waterproofing $93,167 $14.34

B) Interiors (6-7) $288,471 $44.406 Interior Partitions, Doors and Glazing $23,373 $3.607 Floor, Wall and Ceiling Finishes $265,097 $40.80

C) Equipment and Vertical Transportation (8-9) $334,618 $51.508 Function Equipment and Specialties $334,618 $51.509 Stairs and Vertical Transportation

D) Mechanical and Electrical (10-13) $1,233,188 $189.8110 Plumbing Systems $195,580 $30.1011 Heating, Ventilation and Air Conditioning $557,568 $85.8212 Electrical Lighting, Power and Communications $445,192 $68.5213 Fire Protection Systems $34,848 $5.36

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal $3,231,489 $497.38General Conditions / Requirements 8.00% $258,519 $39.79

Subtotal $3,490,008 $537.17Bonds & Insurance 1.80% $58,167 $8.95

Subtotal $3,548,175 $546.13Contractor's Fee 4.00% $141,927 $21.85

Subtotal $3,690,102 $567.97Design Contingency 10.00% $369,010 $56.80

Subtotal $4,059,112 $624.77Escalation to MOC, 06/01/16 0.48% $19,461 $3.00

TOTAL ESTIMATED CONSTRUCTION COST $4,078,574 $627.76

Total Area: 6,497 SF

SUMMARY - LEVEL 1 (CSU AUDITORIUM)

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (CSU AUDITORIUM)

1 Foundations

Foundations (prorated by gross floor area) 6,497 gsf $7.15 $46,454

Total - Foundations $46,454

2 Vertical Structure

Structural Steel, Vertical, Supporting RoofStructural steel columns, allow 2 lbs / sf 7.5 tn $3,685.00 $27,567Structural brace framing. Allow 1 lb / sf 3.7 tn $3,795.00 $14,195Miscellaneous bolts and connections 1.1 tn $3,795.00 $4,259Fireproofing to steelwork 12.3 tn $357.50 $4,413

Total - Vertical Structure $50,434

3 Floor & Roof Structures

Slab On Grade 5" Thick, InteriorConcrete, including placement 110 cy $165.00 $18,198Formwork, slab on grade 5" thick, 3000 psi 334 lf $4.95 $1,653Gravel sub base, 6" 6,497 sf $1.32 $8,576Reinforcing, allow 1.2 lbs / sf 7,796 lbs $0.99 $7,718Finish to slab 6,497 sf $0.55 $3,573Vapor barrier 6,497 sf $0.28 $1,787Concrete, slab on grade, add for thickened edges 14 cy $165.00 $2,245Premium for moisture mitigation 6,497 sf $4.95 $32,160

Slab On Grade 5" Thick, ExteriorConcrete, including placement 16 cy $165.00 $2,644Formwork, slab on grade 5" thick, 3000 psi 198 lf $4.95 $980Gravel sub base, 6" 944 sf $1.32 $1,246Reinforcing, allow 1.2 lbs / sf 1,133 lbs $0.99 $1,121Finish to slab 944 sf $0.55 $519Vapor barrier 944 sf $0.28 $260Concrete, slab on grade, add for thickened edges 8 cy $165.00 $1,331

Structural Steel, Horizontal, RoofsStructural steel beams and girders, allow 4 lbs / sf 15.0 tn $3,685.00 $55,135Miscellaneous bolts and connections 1.5 tn $3,795.00 $5,678Fireproofing to steelwork 16.5 tn $357.50 $5,884

Roof Decking3", 18 Ga. metal deck 7,481 sf $4.95 $37,031

Miscellaneous Miscellaneous metals, allowance 6,497 sf $0.55 $3,573

Rough CarpentryMiscellaneous Rough Carpentry 6,497 sf $0.28 $1,787

Total - Floor & Roof Structures $193,100

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (CSU AUDITORIUM)

4 Exterior Cladding

Exterior Walls And ParapetsExterior Metal Studs

Metal stud framing, 6" 18 Ga. at 16" o.c. 5,115 sf $8.25 $42,199Metal stud framing, 6" 18 Ga. at 16" o.c., radius 2,945 sf $10.31 $30,370Metal stud framing, 3 /58" 18 Ga at 16" o.c., furring at colonnade 589 sf $5.50 $3,240

SheathingExterior walls, densglass sheathing 5,704 sf $2.75 $15,686Exterior walls, densglass sheathing, radius 2,945 sf $3.44 $10,123Weather barrier 8,649 sf $1.65 $14,271

Exterior Wall InsulationR-19 batt insulation, exterior walls and returns, semi-rigid incl. foil backing 8,060 sf $0.99 $7,979Rigid insulation, 2" 8,060 sf $3.85 $31,031

Gypsum Board to Interior of ExteriorInterior of exterior, 5/8" thick gypsum board X, finished 4,154 sf $2.48 $10,281

Exterior FinishExterior composite metal panels 4,154 sf $55.00 $228,470Exterior composite metal panels, radius 589 sf $68.75 $40,494Exterior composite metal panels, at interior of atrium 961 sf $55.00 $52,855Exterior composite metal panels, at interior of atrium, radius 2,356 sf $68.75 $161,975Exterior composite metal panels, at exterior colonnade 589 sf $55.00 $32,395

Exterior GlazingCurtainwall window system 899 sf $93.50 $84,057

Exterior DoorsAll glass door sets with aluminum top & bottom rails, double 6 pr $7,040.00 $42,240Premiums

Panic hardware, per leaf 12 ea $495.00 $5,940Automatic door opening, per double leaf set 6 ea $3,025.00 $18,150

Exterior Soffits and OverhangsMetal panel soffit at building overhang, including sheathing and framing 984 sf $69.58 $68,462Building eyebrow features, complete including structure and finish, allowance 1,212 sf $55.00 $66,660

MiscellaneousPremium for miscellaneous façade enhancements, vertical area allowance 9,548 sf $2.20 $21,006Firesafing at perimeter walls 334 lf $7.15 $2,388Miscellaneous anchors and supports 6,497 sf $0.28 $1,787

Total - Exterior Cladding $992,058

5 Roofing and Waterproofing

RoofingSingle ply membrane roofing, including protection board 6,497 sf $6.60 $42,880Pedestal paver system at auditorium colonnade area 984 sf $27.50 $27,060

Roof InsulationRigid roof insulation, poly iso insulation 6,497 sf $2.75 $17,867

Flashing / Sheet MetalFlashing / sheet metal allowance 6,497 gsf $0.55 $3,573

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (CSU AUDITORIUM)

MiscellaneousCaulking allowance 6,497 gsf $0.28 $1,787

Total - Roofing and Waterproofing $93,167

6 Interior Partitions, Doors and Glazing

Interior Glazing Interior glazing, allowance 6,497 gsf $0.55 $3,573

Interior Doors, Including Frame and HardwareTypical interior door, glass, double 3 ea $6,600.00 $19,800

Total - Interior Partitions, Doors and Glazing $23,373

7 Floor, Wall and Ceiling Finishes

Interior FinishesFloors

High-end carpet at auditorium, premium for tiered floor 4,396 sf $5.50 $24,178Terrazzo flooring at auditorium prefunction 1,940 sf $33.00 $64,020

BaseWood base at auditorium, premium for tiered floor 261 lf $7.15 $1,866Terrazzo base at auditorium prefunction 223 lf $33.00 $7,359

Walls Acoustic panels at auditorium, allow 75% coverage 6,068 sf $13.20 $80,101Paint to balance of auditorium walls, 25%, black 2,023 sf $0.83 $1,669Premium wall finish at auditorium prefunction, allowance over surface area 4,014 sf $5.50 $22,077

CeilingsPaint to exposed structure at auditorium, black, high work 4,396 sf $2.75 $12,089Premium acoustic clouds at auditorium, allow 50% coverage 2,198 sf $16.50 $36,267Hard-lid ceiling at auditorium prefunction, including paint 1,940 sf $7.98 $15,472

Total - Floor, Wall and Ceiling Finishes $265,097

8 Function Equipment and Specialties

Building SpecialtiesAuditorium 4,396 sf $2.75 $12,089Auditorium prefunction 1,940 sf $2.75 $5,335Premium for tiered seating 1 ls $275,000.00 $275,000

Window CoveringMechoshades, motorized at curtainwall glazing 899 sf $19.80 $17,800

CaseworkAuditorium 4,396 sf $3.85 $16,925Auditorium prefunction 1,940 sf $3.85 $7,469

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (CSU AUDITORIUM)

Total - Function Equipment and Specialties $334,618

10 Plumbing SystemsPlumbing

Auditorium 4,396 sf $27.50 $120,890Auditorium prefunction 1,940 sf $38.50 $74,690

Total - Plumbing Systems $195,580

11 Heating, Ventilation and Air ConditioningHVAC

Auditorium 4,396 sf $88.00 $386,848Auditorium prefunction 1,940 sf $88.00 $170,720

Total - Heating, Ventilation and Air Conditioning $557,568

12 Electrical Lighting, Power and CommunicationsElectrical Systems

Auditorium 4,396 sf $49.50 $217,602Auditorium prefunction 1,940 sf $38.50 $74,690

Low-Voltage SystemsAuditorium 4,396 sf $27.50 $120,890Auditorium prefunction 1,940 sf $16.50 $32,010

Total - Electrical Lighting, Power and Communications $445,192

13 Fire Protection SystemsFire Protection

Auditorium 4,396 sf $5.50 $24,178Auditorium prefunction 1,940 sf $5.50 $10,670

Total - Fire Protection Systems $34,848

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CSU Water Resources CenterDenver, CO Project # 15-00572.06Concept Design 04/12/16

Element Subtotal Total Cost / SF Cost / SF

A) Shell (1-5) $2,680,335 $125.441 Foundations $152,781 $7.152 Vertical Structure $64,598 $3.023 Floor & Roof Structures $454,445 $21.274 Exterior Cladding $1,901,291 $88.985 Roofing and Waterproofing $107,220 $5.02

B) Interiors (6-7) $96,496 $4.526 Interior Partitions, Doors and Glazing $96,496 $4.527 Floor, Wall and Ceiling Finishes

C) Equipment and Vertical Transportation (8-9) $74,210 $3.478 Function Equipment and Specialties $8,210 $0.389 Stairs and Vertical Transportation $66,000 $3.09

D) Mechanical and Electrical (10-13) $423,086 $19.8010 Plumbing Systems $23,505 $1.1011 Heating, Ventilation and Air Conditioning $188,038 $8.8012 Electrical Lighting, Power and Communications $176,286 $8.2513 Fire Protection Systems $35,257 $1.65

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal $3,274,128 $153.23General Conditions / Requirements 8.00% $261,930 $12.26

Subtotal $3,536,058 $165.48Bonds & Insurance 1.80% $58,934 $2.76

Subtotal $3,594,992 $168.24Contractor's Fee 4.00% $143,800 $6.73

Subtotal $3,738,792 $174.97Design Contingency 10.00% $373,879 $17.50

Subtotal $4,112,671 $192.47Escalation to MOC, 06/01/16 0.48% $19,718 $0.92

TOTAL ESTIMATED CONSTRUCTION COST $4,132,390 $193.39

Total Area: 21,368 SF

SUMMARY - LEVEL 1 (DENVER WATER)

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (DENVER WATER)

1 Foundations

Foundations (prorated by gross floor area) 21,368 gsf $7.15 $152,781

Total - Foundations $152,781

2 Vertical Structure

Structural Steel, Vertical, Supporting RoofStructural steel columns, allow 2 lbs / sf 9.6 tn $3,685.00 $35,310Structural brace framing. Allow 1 lb / sf 4.8 tn $3,795.00 $18,182Miscellaneous bolts and connections 1.4 tn $3,795.00 $5,455Fireproofing to steelwork 15.8 tn $357.50 $5,652

Total - Vertical Structure $64,598

3 Floor & Roof Structures

Slab On Grade 5" ThickConcrete, including placement 363 cy $165.00 $59,850Formwork, slab on grade 5" thick, 3000 psi 334 lf $4.95 $1,653Gravel sub base, 6" 21,368 sf $1.32 $28,206Reinforcing, allow 1.2 lbs / sf 25,642 lbs $0.99 $25,385Finish to slab 21,368 sf $0.55 $11,752Vapor barrier 21,368 sf $0.28 $5,876Concrete, slab on grade, add for thickened edges 14 cy $165.00 $2,245Premium for moisture mitigation 21,368 sf $4.95 $105,772

Structural Steel, Horizontal, RoofsStructural steel beams and girders, allow 4 lbs / sf 19.2 tn $3,685.00 $70,619Miscellaneous bolts and connections 1.9 tn $3,795.00 $7,273Fireproofing to steelwork 21.1 tn $357.50 $7,536

Roof Decking3", 18 Ga. metal deck 9,582 sf $4.95 $47,431

Miscellaneous Expansion joint, horizontal at interface with atrium 162 lf $203.50 $32,967Expansion joint, vertical at interface with atrium 110 lf $275.00 $30,250Miscellaneous metals, allowance 21,368 sf $0.55 $11,752

Rough CarpentryMiscellaneous Rough Carpentry 21,368 sf $0.28 $5,876

Total - Floor & Roof Structures $454,445

4 Exterior Cladding

Exterior Walls And ParapetsExterior Metal Studs

Metal stud framing, 6" 18 Ga. at 16" o.c. 23,291 sf $8.25 $192,151

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (DENVER WATER)

SheathingExterior walls, densglass sheathing 23,291 sf $2.75 $64,050Weather barrier 23,291 sf $1.65 $38,430

Exterior Wall InsulationR-19 batt insulation, exterior walls and returns, semi-rigid incl. foil backing 23,291 sf $0.99 $23,058Rigid insulation, 2" 23,291 sf $3.85 $89,670

Gypsum Board to Interior of ExteriorInterior of exterior, 5/8" thick gypsum board X, finished 17,531 sf $2.48 $43,389

Exterior FinishExterior composite metal panels 17,531 sf $55.00 $964,205Exterior composite metal panels, at interior of atrium 5,760 sf $55.00 $316,800

Exterior GlazingStorefront window system 622 sf $55.00 $34,210

Exterior DoorsHM door sets, HM frames and hardware, single 2 ea $1,485.00 $2,970Overhead rollup door, 16'-0" wide x 16'-0" high 4 ea $16,896.00 $67,584Premiums

Panic hardware, per leaf 2 ea $495.00 $990Miscellaneous

Premium for miscellaneous façade enhancements, vertical area allowance 23,913 sf $2.20 $52,609Firesafing at perimeter walls 741 lf $7.15 $5,298Miscellaneous anchors and supports 21,368 sf $0.28 $5,876

Total - Exterior Cladding $1,901,291

5 Roofing and Waterproofing

RoofingSingle ply membrane roofing, including protection board 9,582 sf $6.60 $63,241

Roof InsulationRigid roof insulation, poly iso insulation 9,582 sf $2.75 $26,351

Flashing / Sheet MetalFlashing / sheet metal allowance 21,368 gsf $0.55 $11,752

MiscellaneousCaulking allowance 21,368 gsf $0.28 $5,876

Total - Roofing and Waterproofing $107,220

6 Interior Partitions, Doors and Glazing

Interior PartitionsInterior Metal Studs

Metal studs, 6", 18 Ga., at 16" o.c. at typical demising wall 1,750 sf $5.50 $9,625Metal studs, 6", 18 Ga., at 16" o.c. at stairwell walls 775 sf $5.50 $4,263Metal studs, 4" CH studs 18 ga at 24" o.c. at elevator shafts 825 sf $3.85 $3,176

Gypsum BoardGypsum board, 5/8" thick, finished (l4), type X 5,875 sf $2.20 $12,925Gypsum board, 5/8" thick, unfinished 2,375 sf $1.65 $3,919

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (DENVER WATER)

Gypsum board, 1" thick coreboard at shaft walls 825 sf $3.30 $2,723Interior Wall Insulation

Sound batt insulation 3,350 sf $0.83 $2,764Premiums

Additional blocking, support backing, stiffeners, etc. 21,368 sf $0.28 $5,876Interior Glazing

Interior glazing, allowance 21,368 gsf $0.55 $11,752Interior Doors, Including Frame and Hardware

Typical interior door, solid-core, single 1 ea $1,375.00 $1,375Typical interior door, solid-core, single, rated 1 ea $1,457.50 $1,458Typical interior door, solid-core, double 2 ea $2,585.00 $5,170Overhead rollup door, 16'-0" wide x 16'-0" high 2 ea $15,488.00 $30,976Premiums

Paint finish, per leaf 6 ea $82.50 $495

Total - Interior Partitions, Doors and Glazing $96,496

7 Floor, Wall and Ceiling Finishes

Interior FinishesFloors Core & Shell Only, No Fit-OutBase Core & Shell Only, No Fit-OutWalls Core & Shell Only, No Fit-OutCeilings Core & Shell Only, No Fit-Out

Total - Floor, Wall and Ceiling Finishes

8 Function Equipment and Specialties

Window CoveringMechoshades, manual at storefront glazing 622 sf $13.20 $8,210

Total - Function Equipment and Specialties $8,210

9 Stairs and Vertical Transportation

StairsBack of house stairs, metal pan, concrete fill, 4'-8" wide 2 flt $13,750.00 $27,500

ElevatorsHydraulic freight elevator, two-sided cab, prorated by number of stops 1 ea $38,500.00 $38,500

Total - Stairs and Vertical Transportation $66,000

10 Plumbing SystemsPlumbing

Plumbing, code-required minimum 21,368 sf $1.10 $23,505

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (DENVER WATER)

Total - Plumbing Systems $23,505

11 Heating, Ventilation and Air ConditioningHVAC

HVAC, code-required minimum 21,368 sf $8.80 $188,038

Total - Heating, Ventilation and Air Conditioning $188,038

12 Electrical Lighting, Power and CommunicationsElectrical Systems

Electrical, code-required minimum 21,368 sf $5.50 $117,524Low-Voltage Systems

Low-voltage, code-required minimum 21,368 sf $2.75 $58,762

Total - Electrical Lighting, Power and Communications $176,286

13 Fire Protection SystemsFire Protection

Fire protection, code-required minimum 21,368 sf $1.65 $35,257

Total - Fire Protection Systems $35,257

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CSU Water Resources CenterDenver, CO Project # 15-00572.06Concept Design 04/12/16

Element Subtotal Total Cost / SF Cost / SF

A) Shell (1-5) $1,756,896 $402.591 Foundations $31,203 $7.152 Vertical Structure $29,420 $6.743 Floor & Roof Structures $361,892 $82.934 Exterior Cladding $1,261,175 $289.005 Roofing and Waterproofing $73,206 $16.78

B) Interiors (6-7) $230,353 $52.786 Interior Partitions, Doors and Glazing $2,400 $0.557 Floor, Wall and Ceiling Finishes $227,952 $52.23

C) Equipment and Vertical Transportation (8-9) $272,204 $62.378 Function Equipment and Specialties $272,204 $62.379 Stairs and Vertical Transportation

D) Mechanical and Electrical (10-13) $1,132,747 $259.5710 Plumbing Systems $120,505 $27.6111 Heating, Ventilation and Air Conditioning $723,030 $165.6812 Electrical Lighting, Power and Communications $265,111 $60.7513 Fire Protection Systems $24,101 $5.52

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal $3,392,200 $777.31General Conditions / Requirements 8.00% $271,376 $62.19

Subtotal $3,663,576 $839.50Bonds & Insurance 1.80% $61,060 $13.99

Subtotal $3,724,635 $853.49Contractor's Fee 4.00% $148,985 $34.14

Subtotal $3,873,620 $887.63Design Contingency 10.00% $387,362 $88.76

Subtotal $4,260,983 $976.39Escalation to MOC, 06/01/16 0.48% $20,429 $4.68

TOTAL ESTIMATED CONSTRUCTION COST $4,281,412 $981.08

Total Area: 4,364 SF

SUMMARY - LEVEL 1 (ATRIUM)

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (ATRIUM)

1 Foundations

Foundations (prorated by gross floor area) 4,364 gsf $7.15 $31,203

Total - Foundations $31,203

2 Vertical Structure

Structural Steel, Vertical, Supporting RoofStructural steel columns, allow 2 lbs / sf 4.4 tn $3,685.00 $16,081Structural brace framing. Allow 1 lb / sf 2.2 tn $3,795.00 $8,281Miscellaneous bolts and connections 0.7 tn $3,795.00 $2,484Fireproofing to steelwork 7.2 tn $357.50 $2,574

Total - Vertical Structure $29,420

3 Floor & Roof Structures

Slab On Grade 5" ThickConcrete, including placement 74 cy $165.00 $12,223Formwork, slab on grade 5" thick, 3000 psi 21,368 lf $4.95 $105,772Gravel sub base, 6" 4,364 sf $1.32 $5,760Reinforcing, allow 1.2 lbs / sf 5,237 lbs $0.99 $5,184Finish to slab 4,364 sf $0.55 $2,400Vapor barrier 4,364 sf $0.28 $1,200Concrete, slab on grade, add for thickened edges 871 cy $165.00 $143,640Premium for moisture mitigation 4,364 sf $4.95 $21,602

Structural Steel, Horizontal, RoofsStructural steel beams and girders, allow 4 lbs / sf 8.7 tn $3,685.00 $32,163Miscellaneous bolts and connections 0.9 tn $3,795.00 $3,312Fireproofing to steelwork 9.6 tn $357.50 $3,432

Roof Decking3", 18 Ga. metal deck 4,364 sf $4.95 $21,602

Miscellaneous Miscellaneous metals, allowance 4,364 sf $0.55 $2,400

Rough CarpentryMiscellaneous Rough Carpentry 4,364 sf $0.28 $1,200

Total - Floor & Roof Structures $361,892

4 Exterior Cladding

Exterior GlazingCurtainwall window system 12,287 sf $93.50 $1,148,835

Exterior DoorsAll glass door sets with aluminum top & bottom rails, double 4 pr $7,040.00 $28,160

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (ATRIUM)

PremiumsPanic hardware, per leaf 8 ea $495.00 $3,960Automatic door opening, per double leaf set 4 ea $3,025.00 $12,100

Exterior Soffits and OverhangsBuilding eyebrow features, complete including structure and finish, allowance 673 sf $55.00 $37,015

MiscellaneousPremium for miscellaneous façade enhancements, vertical area allowance 12,287 sf $2.20 $27,031Firesafing at perimeter walls 402 lf $7.15 $2,874Miscellaneous anchors and supports 4,364 sf $0.28 $1,200

Total - Exterior Cladding $1,261,175

5 Roofing and Waterproofing

RoofingStanding seam metal roofing 4,364 sf $13.20 $57,605

Roof InsulationRigid roof insulation, poly iso insulation 4,364 sf $2.75 $12,001

Flashing / Sheet MetalFlashing / sheet metal allowance 4,364 gsf $0.55 $2,400

MiscellaneousCaulking allowance 4,364 gsf $0.28 $1,200

Total - Roofing and Waterproofing $73,206

6 Interior Partitions, Doors and Glazing

Interior Glazing Interior glazing, allowance 4,364 gsf $0.55 $2,400

Total - Interior Partitions, Doors and Glazing $2,400

7 Floor, Wall and Ceiling Finishes

Interior FinishesFloors

Terrazzo flooring at atrium 4,382 sf $33.00 $144,606Base

Terrazzo base at atrium 400 lf $33.00 $13,200Walls

Premium wall finish at atrium space, allowance over surface area 6,400 sf $5.50 $35,200Ceilings

Hard-lid ceiling at atrium, including paint 4,382 sf $7.98 $34,946

Total - Floor, Wall and Ceiling Finishes $227,952

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 1 (ATRIUM)

8 Function Equipment and Specialties

Building SpecialtiesAtrium 4,382 sf $2.75 $12,051

Window CoveringMechoshades, motorized at curtainwall glazing 12,287 sf $19.80 $243,283

CaseworkAtrium 4,382 sf $3.85 $16,871

Total - Function Equipment and Specialties $272,204

10 Plumbing SystemsPlumbing

Atrium 4,382 sf $27.50 $120,505

Total - Plumbing Systems $120,505

11 Heating, Ventilation and Air ConditioningHVAC

Atrium 4,382 sf $165.00 $723,030

Total - Heating, Ventilation and Air Conditioning $723,030

12 Electrical Lighting, Power and CommunicationsElectrical Systems

Atrium 4,382 sf $38.50 $168,707Low-Voltage Systems

Atrium 4,382 sf $22.00 $96,404

Total - Electrical Lighting, Power and Communications $265,111

13 Fire Protection SystemsFire Protection

Atrium 4,382 sf $5.50 $24,101

Total - Fire Protection Systems $24,101

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CSU Water Resources CenterDenver, CO Project # 15-00572.06Concept Design 04/12/16

Element Subtotal Total Cost / SF Cost / SF

A) Shell (1-5) $1,674,453 $120.271 Foundations $99,549 $7.152 Vertical Structure $142,494 $10.233 Floor & Roof Structures $349,609 $25.114 Exterior Cladding $1,037,434 $74.515 Roofing and Waterproofing $45,366 $3.26

B) Interiors (6-7) $582,132 $41.816 Interior Partitions, Doors and Glazing $295,763 $21.247 Floor, Wall and Ceiling Finishes $286,369 $20.57

C) Equipment and Vertical Transportation (8-9) $458,996 $32.978 Function Equipment and Specialties $302,246 $21.719 Stairs and Vertical Transportation $156,750 $11.26

D) Mechanical and Electrical (10-13) $2,924,695 $210.0610 Plumbing Systems $716,843 $51.4911 Heating, Ventilation and Air Conditioning $1,380,467 $99.1512 Electrical Lighting, Power and Communications $775,116 $55.6713 Fire Protection Systems $52,269 $3.75

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal $5,640,276 $405.10General Conditions / Requirements 8.00% $451,222 $32.41

Subtotal $6,091,498 $437.51Bonds & Insurance 1.80% $101,525 $7.29

Subtotal $6,193,023 $444.81Contractor's Fee 4.00% $247,721 $17.79

Subtotal $6,440,744 $462.60Design Contingency 10.00% $644,074 $46.26

Subtotal $7,084,818 $508.86Escalation to MOC, 06/01/16 0.48% $33,968 $2.44

TOTAL ESTIMATED CONSTRUCTION COST $7,118,787 $511.30

Total Area: 13,923 SF

SUMMARY - LEVEL 2 (CSU)

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 2 (CSU)

1 Foundations

Foundations (prorated by gross floor area) 13,923 gsf $7.15 $99,549

Total - Foundations $99,549

2 Vertical Structure

Structural Steel, Vertical, Supporting Floors, InteriorStructural steel columns, allow 3 lbs / sf 20.9 tn $3,685.00 $76,959Structural brace framing. Allow 1 lb / sf 7.0 tn $3,795.00 $26,419Miscellaneous bolts and connections 2.8 tn $3,795.00 $10,568Fireproofing to steelwork 30.6 tn $357.50 $10,950

Structural Steel, Vertical, Supporting Floors, ExteriorStructural steel columns, allow 3 lbs / sf 1.7 tn $3,685.00 $6,191Structural brace framing. Allow 1 lb / sf 0.6 tn $3,795.00 $2,125Miscellaneous bolts and connections 0.2 tn $3,795.00 $850Fireproofing to steelwork 2.5 tn $357.50 $881

Structural Steel, Vertical, Supporting RoofStructural steel columns, allow 2 lbs / sf 1.1 tn $3,685.00 $4,127Structural brace framing. Allow 1 lb / sf 0.6 tn $3,795.00 $2,125Miscellaneous bolts and connections 0.2 tn $3,795.00 $638Fireproofing to steelwork 1.8 tn $357.50 $661

Total - Vertical Structure $142,494

3 Floor & Roof Structures

Structural Steel, Horizontal, Floors, InteriorStructural steel beams and girders, allow 5 lbs / sf 34.8 tn $3,685.00 $128,266Miscellaneous bolts and connections 3.5 tn $3,795.00 $13,209Fireproofing to steelwork 38.3 tn $357.50 $13,688

Structural Steel, Horizontal, Floors, ExteriorStructural steel beams and girders, allow 5 lbs / sf 2.8 tn $3,685.00 $10,318Miscellaneous bolts and connections 0.3 tn $3,795.00 $1,063Fireproofing to steelwork 3.1 tn $357.50 $1,101

Structural Steel, Horizontal, RoofsStructural steel beams and girders, allow 4 lbs / sf 2.2 tn $3,685.00 $8,254Miscellaneous bolts and connections 0.2 tn $3,795.00 $850Fireproofing to steelwork 2.5 tn $357.50 $881

Floor Deck Fill3 1/2" thick normal weight concrete deck topping, including reinforcing, interior 13,923 sf $4.40 $61,2613 1/2" thick normal weight concrete deck topping, including reinforcing, exterior 1,120 sf $4.40 $4,928Finish to concrete deck, interior 13,923 sf $0.55 $7,658Finish to concrete deck, exterior 1,120 sf $0.55 $616

Floor Decking3", 18 Ga. metal deck, interior 13,923 sf $4.95 $68,9193", 18 Ga. metal deck, exterior 1,120 sf $4.95 $5,544

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 2 (CSU)

Deck edging, 16 Ga., interior 595 lf $8.25 $4,909Deck edging, 16 Ga., exterior 135 lf $8.25 $1,114

Roof Decking3", 18 Ga. metal deck 1,120 sf $4.95 $5,544

Miscellaneous Miscellaneous metals, allowance 13,923 sf $0.55 $7,658

Rough CarpentryMiscellaneous Rough Carpentry 13,923 sf $0.28 $3,829

Total - Floor & Roof Structures $349,609

4 Exterior Cladding

Exterior Walls And ParapetsExterior Metal Studs

Metal stud framing, 6" 18 Ga. at 16" o.c. 3,874 sf $8.25 $31,961Sheathing

Exterior walls, densglass sheathing 3,874 sf $2.75 $10,654Weather barrier 3,874 sf $1.65 $6,392

Exterior Wall InsulationR-19 batt insulation, exterior walls and returns, semi-rigid incl. foil backing 2,850 sf $0.99 $2,822Rigid insulation, 2" 2,850 sf $3.85 $10,973

Gypsum Board to Interior of ExteriorInterior of exterior, 5/8" thick gypsum board X, finished 2,850 sf $2.48 $7,054

Exterior FinishExterior composite metal panels 2,850 sf $55.00 $156,750Exterior composite metal panels, at deck parapet walls 1,024 sf $55.00 $56,320

Exterior GlazingStorefront window system 702 sf $55.00 $38,610Curtainwall window system 3,376 sf $93.50 $315,656Curtainwall window system, view to interior atrium 2,560 sf $93.50 $239,360

Exterior DoorsAll glass door sets with aluminum top & bottom rails, single 1 ea $3,520.00 $3,520Premiums

Panic hardware, per leaf 1 ea $495.00 $495Aluminum Sunshades / Roof canopies

Exterior vertical sunshades, 3'-0" deep 288 vlf $247.50 $71,280Exterior Soffits and Overhangs

Metal panel soffit at building overhang, including sheathing and framing 282 sf $69.58 $19,620Building eyebrow features, complete including structure and finish, allowance 428 sf $55.00 $23,540

MiscellaneousPremium for miscellaneous façade enhancements, vertical area allowance 10,512 sf $2.20 $23,126Firesafing at perimeter walls 595 lf $7.15 $4,254Miscellaneous anchors and supports 13,923 sf $0.28 $3,829Exterior railing at deck 34 lf $330.00 $11,220

Total - Exterior Cladding $1,037,434

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 2 (CSU)

5 Roofing and Waterproofing

RoofingPedestal paver system at exterior deck 1,120 sf $27.50 $30,800

Roof InsulationRigid roof insulation, poly iso insulation 1,120 sf $2.75 $3,080

Flashing / Sheet MetalFlashing / sheet metal allowance 13,923 gsf $0.55 $7,658

MiscellaneousCaulking allowance 13,923 gsf $0.28 $3,829

Total - Roofing and Waterproofing $45,366

6 Interior Partitions, Doors and Glazing

Interior PartitionsInterior Metal Studs

Metal studs, 6", 18 Ga., at 16" o.c. at typical demising wall 11,200 sf $5.50 $61,600Metal studs, 6", 18 Ga., at 16" o.c. at stairwell walls 528 sf $5.50 $2,904Metal studs, 4" CH studs 18 ga at 24" o.c. at elevator shafts 1,728 sf $3.85 $6,653Metal studs, 3 5/8", 20 Ga., at 16" o.c. at furring walls 3,136 sf $3.85 $12,074

Gypsum BoardGypsum board, 5/8" thick, finished (l4), type X 28,320 sf $2.20 $62,304Gypsum board, 5/8" thick, unfinished 2,784 sf $1.65 $4,594Gypsum board, 1" thick coreboard at shaft walls 1,728 sf $3.30 $5,702

Interior Wall InsulationSound batt insulation 16,592 sf $0.83 $13,688

Premiums Additional blocking, support backing, stiffeners, etc. 13,923 sf $0.28 $3,829

Interior Glazing Interior storefront partitions 1,040 sf $49.50 $51,480Interior glazing, allowance 13,923 gsf $0.55 $7,658

Interior Doors, Including Frame and HardwareTypical interior door, solid-core, single 25 ea $1,375.00 $34,375Typical interior door, solid-core, single, rated 1 ea $1,457.50 $1,458Typical interior door, solid-core, double 2 ea $2,585.00 $5,170Typical interior door, glass, double 3 ea $6,600.00 $19,800Premiums

Paint finish, per leaf 30 ea $82.50 $2,475

Total - Interior Partitions, Doors and Glazing $295,763

7 Floor, Wall and Ceiling Finishes

Interior FinishesFloors

Terrazzo flooring at atrium 854 sf $33.00 $28,182Sealed concrete at back of house 313 sf $1.65 $516

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 2 (CSU)

Epoxy flooring at labs 5,003 sf $9.90 $49,530Mid-grade carpet at offices 731 sf $4.28 $3,127High-end carpet at circulation / lobby space 3,481 sf $5.50 $19,146Ceramic tile at restroom / showers 372 sf $13.75 $5,115High-end carpet at conference / collaboration rooms 2,268 sf $5.50 $12,474

BaseTerrazzo base at atrium 202 lf $33.00 $6,666Rubber base at back of house 105 lf $2.48 $260Coved epoxy base at labs 628 lf $9.90 $6,217Rubber base at offices 267 lf $2.48 $661Wood base at circulation / lobby space 681 lf $7.15 $4,869Ceramic tile base at restroom / showers 151 lf $13.75 $2,076Wood base at conference / collaboration rooms 306 lf $5.50 $1,683

Walls Premium wall finish at atrium space, allowance over surface area 3,232 sf $5.50 $17,776Paint to walls at back of house 1,050 sf $0.66 $693Paint to walls at labs 6,280 sf $0.66 $4,145Paint to walls at offices 2,403 sf $0.66 $1,586Premium wall finish at circulation / lobby, allowance over surface area 6,810 sf $2.75 $18,728Ceramic wall tile at restroom / showers 1,208 sf $14.85 $17,939Acoustic panels at conference / collaboration rooms, allow 25% coverage 765 sf $13.20 $10,098Paint to balance of conference / collaboration rooms, 75% 2,295 sf $0.66 $1,515

CeilingsHard-lid ceiling at atrium, including paint 854 sf $7.98 $6,811Paint to exposed ceiling at back of house 313 sf $1.10 $344Acoustic ceiling tiles at labs 5,003 sf $3.85 $19,262Acoustic ceiling tiles at offices 731 sf $3.85 $2,814Hard-lid ceiling at circulation / lobby space, including paint 3,481 sf $7.98 $27,761Hard-lid ceiling at restrooms / showers, including paint 372 sf $7.98 $2,967Hard-lid ceiling at conference / collaboration rooms, allow 50% coverage, inclu 1,134 sf $7.98 $9,044Acoustic ceiling tiles at conference / collaboration rooms, allow 50% coverage 1,134 sf $3.85 $4,366

Total - Floor, Wall and Ceiling Finishes $286,369

8 Function Equipment and Specialties

Toilet CubiclesHandicap, solid phenolic 2 ea $1,210.00 $2,420Standard, solid phenolic 3 ea $1,100.00 $3,300Urinal screen, solid phenolic 1 ea $495.00 $495

Toilet / Restroom SpecialtiesBathroom mirrors 72 sf $38.50 $2,772Coat hook 5 ea $27.50 $138Grab bars 4 ea $165.00 $660Paper towel dispenser combo unit, recessed 2 ea $330.00 $660Sanitary napkin dispenser 1 ea $363.00 $363Sanitary napkin disposal 3 ea $165.00 $495Seat cover dispenser 5 ea $126.50 $633Shower accessories, per stall 2 ea $935.00 $1,870

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 2 (CSU)

Soap dispenser 4 ea $82.50 $330Toilet paper dispenser 5 ea $71.50 $358

Building SpecialtiesAtrium 854 sf $2.75 $2,349Back of house 313 sf $1.65 $516Labs 5,003 sf $3.85 $19,262Offices 731 sf $2.20 $1,608Circulation / lobby 3,481 sf $2.75 $9,573Restroom / shower 372 sf $3.30 $1,228Conference / collaboration rooms 2,268 sf $2.75 $6,237Operable partition 200 sf $66.00 $13,200Railing at main atrium 102 lf $275.00 $28,050

Window CoveringMechoshades, manual at storefront glazing 702 sf $13.20 $9,266Mechoshades, motorized at curtainwall glazing 5,936 sf $19.80 $117,533

CaseworkAtrium 854 sf $3.85 $3,288Back of house 313 sf $2.75 $861Labs 5,003 sf $8.80 $44,026Offices 731 sf $2.20 $1,608Circulation / lobby 3,481 sf $3.85 $13,402Restroom / shower 372 sf $8.80 $3,274Conference / collaboration rooms 2,268 sf $5.50 $12,474

Total - Function Equipment and Specialties $302,246

9 Stairs and Vertical Transportation

StairsBack of house stairs, metal pan, concrete fill, 4'-8" wide 1 flt $13,750.00 $13,750Feature stairs, including structure and finish 1 flt $49,500.00 $49,500

ElevatorsTraction passenger elevator, two-sided cab, prorated by number of stops 2 ea $30,250.00 $60,500Traction freight elevator, two-sided cab, prorated by number of stops 1 ea $33,000.00 $33,000

Total - Stairs and Vertical Transportation $156,750

10 Plumbing SystemsPlumbing

Atrium 854 sf $27.50 $23,485Back of house 313 sf $38.50 $12,051Labs 5,003 sf $88.00 $440,264Offices 731 sf $27.50 $20,103Circulation / lobby 3,481 sf $38.50 $134,019Restroom / shower 372 sf $66.00 $24,552Conference / collaboration rooms 2,268 sf $27.50 $62,370

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 2 (CSU)

Total - Plumbing Systems $716,843

11 Heating, Ventilation and Air ConditioningHVAC

Atrium 854 sf $165.00 $140,910Back of house 313 sf $55.00 $17,215Labs 5,003 sf $132.00 $660,396Offices 731 sf $66.00 $48,246Circulation / lobby 3,481 sf $88.00 $306,328Restroom / shower 372 sf $88.00 $32,736Conference / collaboration rooms 2,268 sf $77.00 $174,636

Total - Heating, Ventilation and Air Conditioning $1,380,467

12 Electrical Lighting, Power and CommunicationsElectrical Systems

Atrium 854 sf $38.50 $32,879Back of house 313 sf $33.00 $10,329Labs 5,003 sf $41.80 $209,125Offices 731 sf $35.20 $25,731Circulation / lobby 3,481 sf $38.50 $134,019Restroom / shower 372 sf $35.20 $13,094Conference / collaboration rooms 2,268 sf $38.50 $87,318

Low-Voltage SystemsAtrium 854 sf $22.00 $18,788Back of house 313 sf $13.20 $4,132Labs 5,003 sf $16.50 $82,550Offices 731 sf $16.50 $12,062Circulation / lobby 3,481 sf $22.00 $76,582Restroom / shower 372 sf $16.50 $6,138Conference / collaboration rooms 2,268 sf $27.50 $62,370

Total - Electrical Lighting, Power and Communications $775,116

13 Fire Protection SystemsFire Protection

Atrium 854 sf $5.50 $4,697Back of house 313 sf $3.30 $1,033Labs 5,003 sf $4.40 $22,013Offices 731 sf $3.30 $2,412Circulation / lobby 3,481 sf $3.85 $13,402Restroom / shower 372 sf $3.30 $1,228Conference / collaboration rooms 2,268 sf $3.30 $7,484

Total - Fire Protection Systems $52,269

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CSU Water Resources CenterDenver, CO Project # 15-00572.06Concept Design 04/12/16

Element Subtotal Total Cost / SF Cost / SF

A) Shell (1-5) $230,463 $196.471 Foundations $8,387 $7.152 Vertical Structure $10,522 $8.973 Floor & Roof Structures $27,394 $23.354 Exterior Cladding $183,192 $156.175 Roofing and Waterproofing $968 $0.83

B) Interiors (6-7) $125,434 $106.936 Interior Partitions, Doors and Glazing $66,000 $56.277 Floor, Wall and Ceiling Finishes $59,435 $50.67

C) Equipment and Vertical Transportation (8-9) $152,953 $130.398 Function Equipment and Specialties $42,953 $36.629 Stairs and Vertical Transportation $110,000 $93.78

D) Mechanical and Electrical (10-13) $220,759 $188.2010 Plumbing Systems $23,485 $20.0211 Heating, Ventilation and Air Conditioning $140,910 $120.1312 Electrical Lighting, Power and Communications $51,667 $44.0513 Fire Protection Systems $4,697 $4.00

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal $729,609 $622.00General Conditions / Requirements 8.00% $58,369 $49.76

Subtotal $787,978 $671.76Bonds & Insurance 1.80% $13,133 $11.20

Subtotal $801,111 $682.96Contractor's Fee 4.00% $32,044 $27.32

Subtotal $833,155 $710.28Design Contingency 10.00% $83,316 $71.03

Subtotal $916,471 $781.31Escalation to MOC, 06/01/16 0.48% $4,394 $3.75

TOTAL ESTIMATED CONSTRUCTION COST $920,865 $785.05

Total Area: 1,173 SF

SUMMARY - LEVEL 3 (CSU)

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 3 (CSU)

1 Foundations

Foundations (prorated by gross floor area) 1,173 gsf $7.15 $8,387

Total - Foundations $8,387

2 Vertical Structure

Structural Steel, Vertical, Supporting Floors, InteriorStructural steel columns, allow 3 lbs / sf 1.8 tn $3,685.00 $6,484Structural brace framing. Allow 1 lb / sf 0.6 tn $3,795.00 $2,226Miscellaneous bolts and connections 0.2 tn $3,795.00 $890Fireproofing to steelwork 2.6 tn $357.50 $923

Total - Vertical Structure $10,522

3 Floor & Roof Structures

Structural Steel, Horizontal, Floors, InteriorStructural steel beams and girders, allow 5 lbs / sf 2.9 tn $3,685.00 $10,806Miscellaneous bolts and connections 0.3 tn $3,795.00 $1,113Fireproofing to steelwork 3.2 tn $357.50 $1,153

Floor Deck Fill3 1/2" thick normal weight concrete deck topping, including reinforcing, interior 1,173 sf $4.40 $5,161Finish to concrete deck, interior 1,173 sf $0.55 $645

Floor Decking3", 18 Ga. metal deck, interior 1,173 sf $4.95 $5,806Deck edging, 16 Ga., interior 211 lf $8.25 $1,741

Miscellaneous Miscellaneous metals, allowance 1,173 sf $0.55 $645

Rough CarpentryMiscellaneous Rough Carpentry 1,173 sf $0.28 $323

Total - Floor & Roof Structures $27,394

4 Exterior Cladding

Exterior Walls And ParapetsExterior Metal Studs

Metal stud framing, 6" 18 Ga. at 16" o.c. 1,682 sf $8.25 $13,877Sheathing

Exterior walls, densglass sheathing 1,682 sf $2.75 $4,626Weather barrier 1,682 sf $1.65 $2,775

Exterior Wall InsulationR-19 batt insulation, exterior walls and returns, semi-rigid incl. foil backing 1,682 sf $0.99 $1,665Rigid insulation, 2" 1,682 sf $3.85 $6,476

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 3 (CSU)

Gypsum Board to Interior of ExteriorInterior of exterior, 5/8" thick gypsum board X, finished 1,682 sf $2.48 $4,163

Exterior FinishExterior composite metal panels 1,682 sf $55.00 $92,510

Exterior GlazingStorefront window system 702 sf $55.00 $38,610

Aluminum Sunshades / Roof canopiesExterior vertical sunshades, 3'-0" deep 48 vlf $247.50 $11,880

MiscellaneousPremium for miscellaneous façade enhancements, vertical area allowance 2,384 sf $2.20 $5,245Firesafing at perimeter walls 146 lf $7.15 $1,044Miscellaneous anchors and supports 1,173 sf $0.28 $323

Total - Exterior Cladding $183,192

5 Roofing and Waterproofing

Flashing / Sheet MetalFlashing / sheet metal allowance 1,173 gsf $0.55 $645

MiscellaneousCaulking allowance 1,173 gsf $0.28 $323

Total - Roofing and Waterproofing $968

6 Interior Partitions, Doors and Glazing

Interior PartitionsInterior Metal Studs

Metal studs, 4" CH studs 18 ga at 24" o.c. at elevator shafts 1,200 sf $3.85 $4,620Metal studs, 3 5/8", 20 Ga., at 16" o.c. at furring walls 944 sf $3.85 $3,634

Gypsum BoardGypsum board, 5/8" thick, finished (l4), type X 2,144 sf $2.20 $4,717Gypsum board, 5/8" thick, unfinished 1,200 sf $1.65 $1,980Gypsum board, 1" thick coreboard at shaft walls 1,200 sf $3.30 $3,960

Interior Wall InsulationSound batt insulation 2,144 sf $0.83 $1,769

Premiums Additional blocking, support backing, stiffeners, etc. 1,173 sf $0.28 $323

Interior Glazing Interior storefront partitions 496 sf $49.50 $24,552Interior glazing, allowance 1,173 gsf $0.55 $645

Interior Doors, Including Frame and HardwareTypical interior door, glass, double 3 ea $6,600.00 $19,800

Total - Interior Partitions, Doors and Glazing $66,000

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 3 (CSU)

7 Floor, Wall and Ceiling Finishes

Interior FinishesFloors

Terrazzo flooring at atrium 854 sf $33.00 $28,182Base

Terrazzo base at atrium 202 lf $33.00 $6,666Walls

Premium wall finish at atrium space, allowance over surface area 3,232 sf $5.50 $17,776Ceilings

Hard-lid ceiling at atrium, including paint 854 sf $7.98 $6,811

Total - Floor, Wall and Ceiling Finishes $59,435

8 Function Equipment and Specialties

Building SpecialtiesAtrium 854 sf $2.75 $2,349Railing at main atrium 102 lf $275.00 $28,050

Window CoveringMechoshades, manual at storefront glazing 702 sf $13.20 $9,266

CaseworkAtrium 854 sf $3.85 $3,288

Total - Function Equipment and Specialties $42,953

9 Stairs and Vertical Transportation

StairsFeature stairs, including structure and finish 1 flt $49,500.00 $49,500

ElevatorsTraction passenger elevator, two-sided cab, prorated by number of stops 2 ea $30,250.00 $60,500

Total - Stairs and Vertical Transportation $110,000

10 Plumbing SystemsPlumbing

Atrium 854 sf $27.50 $23,485

Total - Plumbing Systems $23,485

11 Heating, Ventilation and Air ConditioningHVAC

Atrium 854 sf $165.00 $140,910

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 3 (CSU)

Total - Heating, Ventilation and Air Conditioning $140,910

12 Electrical Lighting, Power and CommunicationsElectrical Systems

Atrium 854 sf $38.50 $32,879Low-Voltage Systems

Atrium 854 sf $22.00 $18,788

Total - Electrical Lighting, Power and Communications $51,667

13 Fire Protection SystemsFire Protection

Atrium 854 sf $5.50 $4,697

Total - Fire Protection Systems $4,697

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CSU Water Resources CenterDenver, CO Project # 15-00572.06Concept Design 04/12/16

Element Subtotal Total Cost / SF Cost / SF

A) Shell (1-5) $2,551,390 $101.391 Foundations $179,923 $7.152 Vertical Structure $305,116 $12.133 Floor & Roof Structures $723,996 $28.774 Exterior Cladding $1,211,499 $48.145 Roofing and Waterproofing $130,857 $5.20

B) Interiors (6-7) $178,308 $7.096 Interior Partitions, Doors and Glazing $150,257 $5.977 Floor, Wall and Ceiling Finishes $28,051 $1.11

C) Equipment and Vertical Transportation (8-9) $267,174 $10.628 Function Equipment and Specialties $181,924 $7.239 Stairs and Vertical Transportation $85,250 $3.39

D) Mechanical and Electrical (10-13) $569,386 $22.6310 Plumbing Systems $52,083 $2.0711 Heating, Ventilation and Air Conditioning $251,222 $9.9812 Electrical Lighting, Power and Communications $223,940 $8.9013 Fire Protection Systems $42,141 $1.67

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal $3,566,258 $141.72General Conditions / Requirements 8.00% $285,301 $11.34

Subtotal $3,851,558 $153.06Bonds & Insurance 1.80% $64,193 $2.55

Subtotal $3,915,751 $155.61Contractor's Fee 4.00% $156,630 $6.22

Subtotal $4,072,381 $161.83Design Contingency 10.00% $407,238 $16.18

Subtotal $4,479,619 $178.02Escalation to MOC, 06/01/16 0.48% $21,478 $0.85

TOTAL ESTIMATED CONSTRUCTION COST $4,501,097 $178.87

Total Area: 25,164 SF

SUMMARY - LEVEL 3 (DENVER WATER)

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 3 (DENVER WATER)

1 Foundations

Foundations (prorated by gross floor area) 25,164 gsf $7.15 $179,923

Total - Foundations $179,923

2 Vertical Structure

Structural Steel, Vertical, Supporting Floors, InteriorStructural steel columns, allow 3 lbs / sf 37.7 tn $3,685.00 $139,094Structural brace framing. Allow 1 lb / sf 12.6 tn $3,795.00 $47,749Miscellaneous bolts and connections 5.0 tn $3,795.00 $19,099Fireproofing to steelwork 55.4 tn $357.50 $19,791

Structural Steel, Vertical, Supporting RoofStructural steel columns, allow 2 lbs / sf 11.8 tn $3,685.00 $43,391Structural brace framing. Allow 1 lb / sf 5.9 tn $3,795.00 $22,343Miscellaneous bolts and connections 1.8 tn $3,795.00 $6,703Fireproofing to steelwork 19.4 tn $357.50 $6,946

Total - Vertical Structure $305,116

3 Floor & Roof Structures

Structural Steel, Horizontal, Floors, InteriorStructural steel beams and girders, allow 5 lbs / sf 62.9 tn $3,685.00 $231,823Miscellaneous bolts and connections 6.3 tn $3,795.00 $23,874Fireproofing to steelwork 69.2 tn $357.50 $24,739

Structural Steel, Horizontal, RoofsStructural steel beams and girders, allow 4 lbs / sf 23.6 tn $3,685.00 $86,782Miscellaneous bolts and connections 2.4 tn $3,795.00 $8,937Fireproofing to steelwork 25.9 tn $357.50 $9,261

Floor Deck Fill3 1/2" thick normal weight concrete deck topping, including reinforcing, interior 25,164 sf $4.40 $110,722Finish to concrete deck, interior 25,164 sf $0.55 $13,840

Floor Decking3", 18 Ga. metal deck, interior 25,164 sf $4.95 $124,562Deck edging, 16 Ga., interior 1,015 lf $8.25 $8,374

Roof Decking3", 18 Ga. metal deck 11,775 sf $4.95 $58,286

Miscellaneous Expansion joint, horizontal at bridge 10 lf $203.50 $2,035Miscellaneous metals, allowance 25,164 sf $0.55 $13,840

Rough CarpentryMiscellaneous Rough Carpentry 25,164 sf $0.28 $6,920

Total - Floor & Roof Structures $723,996

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 3 (DENVER WATER)

4 Exterior Cladding

Exterior Walls And ParapetsExterior Metal Studs

Metal stud framing, 6" 18 Ga. at 16" o.c. 5,952 sf $8.25 $49,104Sheathing

Exterior walls, densglass sheathing 5,952 sf $2.75 $16,368Weather barrier 5,952 sf $1.65 $9,821

Exterior Wall InsulationR-19 batt insulation, exterior walls and returns, semi-rigid incl. foil backing 5,952 sf $0.99 $5,892Rigid insulation, 2" 5,952 sf $3.85 $22,915

Gypsum Board to Interior of ExteriorInterior of exterior, 5/8" thick gypsum board X, finished 5,952 sf $2.48 $14,731

Exterior FinishExterior composite metal panels 5,952 sf $55.00 $327,360

Exterior GlazingCurtainwall window system 3,680 sf $93.50 $344,080Curtainwall window system, view to interior atrium 3,344 sf $93.50 $312,664

Aluminum Sunshades / Roof canopiesExterior vertical sunshades, 3'-0" deep 192 vlf $247.50 $47,520

Exterior Soffits and OverhangsMetal panel soffit at building overhang, including sheathing and framing 286 sf $69.58 $19,898

MiscellaneousPremium for miscellaneous façade enhancements, vertical area allowance 12,976 sf $2.20 $28,547Firesafing at perimeter walls 794 lf $7.15 $5,677Miscellaneous anchors and supports 25,164 sf $0.28 $6,920

Total - Exterior Cladding $1,211,499

5 Roofing and Waterproofing

RoofingSingle ply membrane roofing, including protection board 11,775 sf $6.60 $77,715

Roof InsulationRigid roof insulation, poly iso insulation 11,775 sf $2.75 $32,381

Flashing / Sheet MetalFlashing / sheet metal allowance 25,164 gsf $0.55 $13,840

MiscellaneousCaulking allowance 25,164 gsf $0.28 $6,920

Total - Roofing and Waterproofing $130,857

6 Interior Partitions, Doors and Glazing

Interior PartitionsInterior Metal Studs

Metal studs, 6", 18 Ga., at 16" o.c. at typical demising wall 6,432 sf $5.50 $35,376Metal studs, 6", 18 Ga., at 16" o.c. at stairwell walls 1,024 sf $5.50 $5,632

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 3 (DENVER WATER)

Metal studs, 4" CH studs 18 ga at 24" o.c. at elevator shafts 768 sf $3.85 $2,957Metal studs, 3 5/8", 20 Ga., at 16" o.c. at furring walls 2,448 sf $3.85 $9,425

Gypsum BoardGypsum board, 5/8" thick, finished (l4), type X 18,128 sf $2.20 $39,882Gypsum board, 5/8" thick, unfinished 2,816 sf $1.65 $4,646Gypsum board, 1" thick coreboard at shaft walls 768 sf $3.30 $2,534

Interior Wall InsulationSound batt insulation 10,672 sf $0.83 $8,804

Premiums Additional blocking, support backing, stiffeners, etc. 25,164 sf $0.28 $6,920

Interior Glazing Interior glazing, allowance 25,164 gsf $0.55 $13,840

Interior Doors, Including Frame and HardwareTypical interior door, solid-core, single 8 ea $1,375.00 $11,000Typical interior door, solid-core, single, rated 2 ea $1,457.50 $2,915Typical interior door, solid-core, double 2 ea $2,585.00 $5,170Premiums

Paint finish, per leaf 14 ea $82.50 $1,155

Total - Interior Partitions, Doors and Glazing $150,257

7 Floor, Wall and Ceiling Finishes

Interior FinishesFloors

Ceramic tile at restroom / showers 376 sf $13.75 $5,170Finish to balance of space Core & Shell Only, No Fit-Out

BaseCeramic tile base at restrooms / showers 150 lf $13.75 $2,063Finish to balance of space Core & Shell Only, No Fit-Out

Walls Ceramic wall tile at restrooms / showers 1,200 sf $14.85 $17,820Finish to balance of space Core & Shell Only, No Fit-Out

CeilingsHard-lid ceiling at restrooms / showers, including paint 376 sf $7.98 $2,999Finish to balance of space Core & Shell Only, No Fit-Out

Total - Floor, Wall and Ceiling Finishes $28,051

8 Function Equipment and Specialties

Toilet CubiclesHandicap, solid phenolic 2 ea $1,210.00 $2,420Standard, solid phenolic 3 ea $1,100.00 $3,300Urinal screen, solid phenolic 1 ea $495.00 $495

Toilet / Restroom SpecialtiesBathroom mirrors 72 sf $38.50 $2,772Coat hook 5 ea $27.50 $138

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 3 (DENVER WATER)

Grab bars 4 ea $165.00 $660Paper towel dispenser combo unit, recessed 2 ea $330.00 $660Sanitary napkin dispenser 1 ea $363.00 $363Sanitary napkin disposal 3 ea $165.00 $495Seat cover dispenser 5 ea $126.50 $633Shower accessories, per stall 2 ea $935.00 $1,870Soap dispenser 4 ea $82.50 $330Toilet paper dispenser 5 ea $71.50 $358

Building SpecialtiesRestroom / shower 376 sf $3.30 $1,241Railing at bridge 85 lf $275.00 $23,375

Window CoveringMechoshades, motorized at curtainwall glazing 7,024 sf $19.80 $139,075

CaseworkRestroom vanity 17 lf $220.00 $3,740

Total - Function Equipment and Specialties $181,924

9 Stairs and Vertical Transportation

StairsBack of house stairs, metal pan, concrete fill, 4'-8" wide 1 flt $13,750.00 $13,750

ElevatorsTraction freight elevator, two-sided cab, prorated by number of stops 1 ea $33,000.00 $33,000Hydraulic freight elevator, two-sided cab, prorated by number of stops 1 ea $38,500.00 $38,500

Total - Stairs and Vertical Transportation $85,250

10 Plumbing SystemsPlumbing

Restroom / shower 376 sf $66.00 $24,816Plumbing to balance of space, code-required minimum 24,788 sf $1.10 $27,267

Total - Plumbing Systems $52,083

11 Heating, Ventilation and Air ConditioningHVAC

Restroom / shower 376 sf $88.00 $33,088HVAC to balance of space, code-required minimum 24,788 sf $8.80 $218,134

Total - Heating, Ventilation and Air Conditioning $251,222

12 Electrical Lighting, Power and CommunicationsElectrical Systems

Restroom / shower 376 sf $35.20 $13,235Electrical to balance of space, code-required minimum 24,788 sf $5.50 $136,334

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 3 (DENVER WATER)

Low-Voltage SystemsRestroom / shower 376 sf $16.50 $6,204Low-voltage to balance of space, code-required minimum 24,788 sf $2.75 $68,167

Total - Electrical Lighting, Power and Communications $223,940

13 Fire Protection SystemsFire Protection

Restroom / shower 376 sf $3.30 $1,241Fire protection to balance of space, code-required minimum 24,788 sf $1.65 $40,900

Total - Fire Protection Systems $42,141

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CSU Water Resources CenterDenver, CO Project # 15-00572.06Concept Design 04/12/16

Element Subtotal Total Cost / SF Cost / SF

A) Shell (1-5) $229,228 $195.421 Foundations $8,387 $7.152 Vertical Structure $10,522 $8.973 Floor & Roof Structures $27,394 $23.354 Exterior Cladding $181,958 $155.125 Roofing and Waterproofing $968 $0.83

B) Interiors (6-7) $125,324 $106.846 Interior Partitions, Doors and Glazing $65,890 $56.177 Floor, Wall and Ceiling Finishes $59,435 $50.67

C) Equipment and Vertical Transportation (8-9) $152,953 $130.398 Function Equipment and Specialties $42,953 $36.629 Stairs and Vertical Transportation $110,000 $93.78

D) Mechanical and Electrical (10-13) $220,759 $188.2010 Plumbing Systems $23,485 $20.0211 Heating, Ventilation and Air Conditioning $140,910 $120.1312 Electrical Lighting, Power and Communications $51,667 $44.0513 Fire Protection Systems $4,697 $4.00

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal $728,265 $620.86General Conditions / Requirements 8.00% $58,261 $49.67

Subtotal $786,526 $670.52Bonds & Insurance 1.80% $13,109 $11.18

Subtotal $799,634 $681.70Contractor's Fee 4.00% $31,985 $27.27

Subtotal $831,620 $708.97Design Contingency 10.00% $83,162 $70.90

Subtotal $914,782 $779.87Escalation to MOC, 06/01/16 0.48% $4,386 $3.74

TOTAL ESTIMATED CONSTRUCTION COST $919,168 $783.60

Total Area: 1,173 SF

SUMMARY - LEVEL 4 (CSU)

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 4 (CSU)

1 Foundations

Foundations (prorated by gross floor area) 1,173 gsf $7.15 $8,387

Total - Foundations $8,387

2 Vertical Structure

Structural Steel, Vertical, Supporting Floors, InteriorStructural steel columns, allow 3 lbs / sf 1.8 tn $3,685.00 $6,484Structural brace framing. Allow 1 lb / sf 0.6 tn $3,795.00 $2,226Miscellaneous bolts and connections 0.2 tn $3,795.00 $890Fireproofing to steelwork 2.6 tn $357.50 $923

Total - Vertical Structure $10,522

3 Floor & Roof Structures

Structural Steel, Horizontal, Floors, InteriorStructural steel beams and girders, allow 5 lbs / sf 2.9 tn $3,685.00 $10,806Miscellaneous bolts and connections 0.3 tn $3,795.00 $1,113Fireproofing to steelwork 3.2 tn $357.50 $1,153

Floor Deck Fill3 1/2" thick normal weight concrete deck topping, including reinforcing, interior 1,173 sf $4.40 $5,161Finish to concrete deck, interior 1,173 sf $0.55 $645

Floor Decking3", 18 Ga. metal deck, interior 1,173 sf $4.95 $5,806Deck edging, 16 Ga., interior 211 lf $8.25 $1,741

Miscellaneous Miscellaneous metals, allowance 1,173 sf $0.55 $645

Rough CarpentryMiscellaneous Rough Carpentry 1,173 sf $0.28 $323

Total - Floor & Roof Structures $27,394

4 Exterior Cladding

Exterior Walls And ParapetsExterior Metal Studs

Metal stud framing, 6" 18 Ga. at 16" o.c. 1,666 sf $8.25 $13,745Sheathing

Exterior walls, densglass sheathing 1,666 sf $2.75 $4,582Weather barrier 1,666 sf $1.65 $2,749

Exterior Wall InsulationR-19 batt insulation, exterior walls and returns, semi-rigid incl. foil backing 1,666 sf $0.99 $1,649Rigid insulation, 2" 1,666 sf $3.85 $6,414

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 4 (CSU)

Gypsum Board to Interior of ExteriorInterior of exterior, 5/8" thick gypsum board X, finished 1,666 sf $2.48 $4,123

Exterior FinishExterior composite metal panels 1,666 sf $55.00 $91,630

Exterior GlazingStorefront window system 702 sf $55.00 $38,610

Aluminum Sunshades / Roof canopiesExterior vertical sunshades, 3'-0" deep 48 vlf $247.50 $11,880

MiscellaneousPremium for miscellaneous façade enhancements, vertical area allowance 2,368 sf $2.20 $5,210Firesafing at perimeter walls 146 lf $7.15 $1,044Miscellaneous anchors and supports 1,173 sf $0.28 $323

Total - Exterior Cladding $181,958

5 Roofing and Waterproofing

Flashing / Sheet MetalFlashing / sheet metal allowance 1,173 gsf $0.55 $645

MiscellaneousCaulking allowance 1,173 gsf $0.28 $323

Total - Roofing and Waterproofing $968

6 Interior Partitions, Doors and Glazing

Interior PartitionsInterior Metal Studs

Metal studs, 4" CH studs 18 ga at 24" o.c. at elevator shafts 1,200 sf $3.85 $4,620Metal studs, 3 5/8", 20 Ga., at 16" o.c. at furring walls 928 sf $3.85 $3,573

Gypsum BoardGypsum board, 5/8" thick, finished (l4), type X 2,128 sf $2.20 $4,682Gypsum board, 5/8" thick, unfinished 1,200 sf $1.65 $1,980Gypsum board, 1" thick coreboard at shaft walls 1,200 sf $3.30 $3,960

Interior Wall InsulationSound batt insulation 2,128 sf $0.83 $1,756

Premiums Additional blocking, support backing, stiffeners, etc. 1,173 sf $0.28 $323

Interior Glazing Interior storefront partitions 496 sf $49.50 $24,552Interior glazing, allowance 1,173 gsf $0.55 $645

Interior Doors, Including Frame and HardwareTypical interior door, glass, double 3 ea $6,600.00 $19,800

Total - Interior Partitions, Doors and Glazing $65,890

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 4 (CSU)

7 Floor, Wall and Ceiling Finishes

Interior FinishesFloors

Terrazzo flooring at atrium 854 sf $33.00 $28,182Base

Terrazzo base at atrium 202 lf $33.00 $6,666Walls

Premium wall finish at atrium space, allowance over surface area 3,232 sf $5.50 $17,776Ceilings

Hard-lid ceiling at atrium, including paint 854 sf $7.98 $6,811

Total - Floor, Wall and Ceiling Finishes $59,435

8 Function Equipment and Specialties

Building SpecialtiesAtrium 854 sf $2.75 $2,349Railing at main atrium 102 lf $275.00 $28,050

Window CoveringMechoshades, manual at storefront glazing 702 sf $13.20 $9,266

CaseworkAtrium 854 sf $3.85 $3,288

Total - Function Equipment and Specialties $42,953

9 Stairs and Vertical Transportation

StairsFeature stairs, including structure and finish 1 flt $49,500.00 $49,500

ElevatorsTraction passenger elevator, two-sided cab, prorated by number of stops 2 ea $30,250.00 $60,500

Total - Stairs and Vertical Transportation $110,000

10 Plumbing SystemsPlumbing

Atrium 854 sf $27.50 $23,485

Total - Plumbing Systems $23,485

11 Heating, Ventilation and Air ConditioningHVAC

Atrium 854 sf $165.00 $140,910

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 4 (CSU)

Total - Heating, Ventilation and Air Conditioning $140,910

12 Electrical Lighting, Power and CommunicationsElectrical Systems

Atrium 854 sf $38.50 $32,879Low-Voltage Systems

Atrium 854 sf $22.00 $18,788

Total - Electrical Lighting, Power and Communications $51,667

13 Fire Protection SystemsFire Protection

Atrium 854 sf $5.50 $4,697

Total - Fire Protection Systems $4,697

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CSU Water Resources CenterDenver, CO Project # 15-00572.06Concept Design 04/12/16

Element Subtotal Total Cost / SF Cost / SF

A) Shell (1-5) $1,232,647 $96.851 Foundations $91,005 $7.152 Vertical Structure $114,177 $8.973 Floor & Roof Structures $282,511 $22.204 Exterior Cladding $734,454 $57.705 Roofing and Waterproofing $10,501 $0.83

B) Interiors (6-7) $140,991 $11.086 Interior Partitions, Doors and Glazing $112,940 $8.877 Floor, Wall and Ceiling Finishes $28,051 $2.20

C) Equipment and Vertical Transportation (8-9) $222,793 $17.508 Function Equipment and Specialties $137,543 $10.819 Stairs and Vertical Transportation $85,250 $6.70

D) Mechanical and Electrical (10-13) $323,154 $25.3910 Plumbing Systems $38,403 $3.0211 Heating, Ventilation and Air Conditioning $141,786 $11.1412 Electrical Lighting, Power and Communications $121,343 $9.5313 Fire Protection Systems $21,622 $1.70

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal $1,919,585 $150.82General Conditions / Requirements 8.00% $153,567 $12.07

Subtotal $2,073,152 $162.88Bonds & Insurance 1.80% $34,553 $2.71

Subtotal $2,107,705 $165.60Contractor's Fee 4.00% $84,308 $6.62

Subtotal $2,192,013 $172.22Design Contingency 10.00% $219,201 $17.22

Subtotal $2,411,214 $189.44Escalation to MOC, 06/01/16 0.48% $11,561 $0.91

TOTAL ESTIMATED CONSTRUCTION COST $2,422,775 $190.35

Total Area: 12,728 SF

SUMMARY - LEVEL 4 (DENVER WATER)

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CSU Water Resources CenterDenver, CO Project # 15-00572.06Concept Design 04/12/16

Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 4 (DENVER WATER)

1 Foundations

Foundations (prorated by gross floor area) 12,728 gsf $7.15 $91,005

Total - Foundations $91,005

2 Vertical Structure

Structural Steel, Vertical, Supporting Floors, InteriorStructural steel columns, allow 3 lbs / sf 19.1 tn $3,685.00 $70,354Structural brace framing. Allow 1 lb / sf 6.4 tn $3,795.00 $24,151Miscellaneous bolts and connections 2.5 tn $3,795.00 $9,661Fireproofing to steelwork 28.0 tn $357.50 $10,011

Total - Vertical Structure $114,177

3 Floor & Roof Structures

Structural Steel, Horizontal, Floors, InteriorStructural steel beams and girders, allow 5 lbs / sf 31.8 tn $3,685.00 $117,257Miscellaneous bolts and connections 3.2 tn $3,795.00 $12,076Fireproofing to steelwork 35.0 tn $357.50 $12,513

Floor Deck Fill3 1/2" thick normal weight concrete deck topping, including reinforcing, interior 12,728 sf $4.40 $56,003Finish to concrete deck, interior 12,728 sf $0.55 $7,000

Floor Decking3", 18 Ga. metal deck, interior 12,728 sf $4.95 $63,004Deck edging, 16 Ga., interior 504 lf $8.25 $4,158

Miscellaneous Miscellaneous metals, allowance 12,728 sf $0.55 $7,000

Rough CarpentryMiscellaneous Rough Carpentry 12,728 sf $0.28 $3,500

Total - Floor & Roof Structures $282,511

4 Exterior Cladding

Exterior Walls And ParapetsExterior Metal Studs

Metal stud framing, 6" 18 Ga. at 16" o.c. 1,168 sf $8.25 $9,636Sheathing

Exterior walls, densglass sheathing 1,168 sf $2.75 $3,212Weather barrier 1,168 sf $1.65 $1,927

Exterior Wall InsulationR-19 batt insulation, exterior walls and returns, semi-rigid incl. foil backing 1,168 sf $0.99 $1,156Rigid insulation, 2" 1,168 sf $3.85 $4,497

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 4 (DENVER WATER)

Gypsum Board to Interior of ExteriorInterior of exterior, 5/8" thick gypsum board X, finished 1,168 sf $2.48 $2,891

Exterior FinishExterior composite metal panels 1,168 sf $55.00 $64,240

Exterior GlazingCurtainwall window system 3,392 sf $93.50 $317,152Curtainwall window system, view to interior atrium 2,560 sf $93.50 $239,360

Aluminum Sunshades / Roof canopiesExterior vertical sunshades, 3'-0" deep 192 vlf $247.50 $47,520

Exterior Soffits and OverhangsMetal panel soffit at building overhang, including sheathing and framing 288 sf $69.58 $20,038

MiscellaneousPremium for miscellaneous façade enhancements, vertical area allowance 7,120 sf $2.20 $15,664Firesafing at perimeter walls 512 lf $7.15 $3,661Miscellaneous anchors and supports 12,728 sf $0.28 $3,500

Total - Exterior Cladding $734,454

5 Roofing and Waterproofing

Flashing / Sheet MetalFlashing / sheet metal allowance 12,728 gsf $0.55 $7,000

MiscellaneousCaulking allowance 12,728 gsf $0.28 $3,500

Total - Roofing and Waterproofing $10,501

6 Interior Partitions, Doors and Glazing

Interior PartitionsInterior Metal Studs

Metal studs, 6", 18 Ga., at 16" o.c. at typical demising wall 5,776 sf $5.50 $31,768Metal studs, 6", 18 Ga., at 16" o.c. at stairwell walls 528 sf $5.50 $2,904Metal studs, 4" CH studs 18 ga at 24" o.c. at elevator shafts 512 sf $3.85 $1,971Metal studs, 3 5/8", 20 Ga., at 16" o.c. at furring walls 2,224 sf $3.85 $8,562

Gypsum BoardGypsum board, 5/8" thick, finished (l4), type X 15,344 sf $2.20 $33,757Gypsum board, 5/8" thick, unfinished 1,568 sf $1.65 $2,587Gypsum board, 1" thick coreboard at shaft walls 512 sf $3.30 $1,690

Interior Wall InsulationSound batt insulation 9,040 sf $0.83 $7,458

Premiums Additional blocking, support backing, stiffeners, etc. 12,728 sf $0.28 $3,500

Interior Glazing Interior glazing, allowance 12,728 gsf $0.55 $7,000

Interior Doors, Including Frame and HardwareTypical interior door, solid-core, single 7 ea $1,375.00 $9,625Typical interior door, solid-core, single, rated 1 ea $1,457.50 $1,458

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 4 (DENVER WATER)

Premiums Paint finish, per leaf 8 ea $82.50 $660

Total - Interior Partitions, Doors and Glazing $112,940

7 Floor, Wall and Ceiling Finishes

Interior FinishesFloors

Ceramic tile at restroom / showers 376 sf $13.75 $5,170Finish to balance of space Core & Shell Only, No Fit-Out

BaseCeramic tile base at restrooms / showers 150 lf $13.75 $2,063Finish to balance of space Core & Shell Only, No Fit-Out

Walls Ceramic wall tile at restrooms / showers 1,200 sf $14.85 $17,820Finish to balance of space Core & Shell Only, No Fit-Out

CeilingsHard-lid ceiling at restrooms / showers, including paint 376 sf $7.98 $2,999Finish to balance of space Core & Shell Only, No Fit-Out

Total - Floor, Wall and Ceiling Finishes $28,051

8 Function Equipment and Specialties

Toilet CubiclesHandicap, solid phenolic 2 ea $1,210.00 $2,420Standard, solid phenolic 3 ea $1,100.00 $3,300Urinal screen, solid phenolic 1 ea $495.00 $495

Toilet / Restroom SpecialtiesBathroom mirrors 72 sf $38.50 $2,772Coat hook 5 ea $27.50 $138Grab bars 4 ea $165.00 $660Paper towel dispenser combo unit, recessed 2 ea $330.00 $660Sanitary napkin dispenser 1 ea $363.00 $363Sanitary napkin disposal 3 ea $165.00 $495Seat cover dispenser 5 ea $126.50 $633Shower accessories, per stall 2 ea $935.00 $1,870Soap dispenser 4 ea $82.50 $330Toilet paper dispenser 5 ea $71.50 $358

Building SpecialtiesRestroom / shower 376 sf $3.30 $1,241

Window CoveringMechoshades, motorized at curtainwall glazing 5,952 sf $19.80 $117,850

CaseworkRestroom vanity 18 lf $220.00 $3,960

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 4 (DENVER WATER)

Total - Function Equipment and Specialties $137,543

9 Stairs and Vertical Transportation

StairsBack of house stairs, metal pan, concrete fill, 4'-8" wide 1 flt $13,750.00 $13,750

ElevatorsTraction freight elevator, two-sided cab, prorated by number of stops 1 ea $33,000.00 $33,000Hydraulic freight elevator, two-sided cab, prorated by number of stops 1 ea $38,500.00 $38,500

Total - Stairs and Vertical Transportation $85,250

10 Plumbing SystemsPlumbing

Restroom / shower 376 sf $66.00 $24,816Plumbing to balance of space, code-required minimum 12,352 sf $1.10 $13,587

Total - Plumbing Systems $38,403

11 Heating, Ventilation and Air ConditioningHVAC

Restroom / shower 376 sf $88.00 $33,088HVAC to balance of space, code-required minimum 12,352 sf $8.80 $108,698

Total - Heating, Ventilation and Air Conditioning $141,786

12 Electrical Lighting, Power and CommunicationsElectrical Systems

Restroom / shower 376 sf $35.20 $13,235Electrical to balance of space, code-required minimum 12,352 sf $5.50 $67,936

Low-Voltage SystemsRestroom / shower 376 sf $16.50 $6,204Low-voltage to balance of space, code-required minimum 12,352 sf $2.75 $33,968

Total - Electrical Lighting, Power and Communications $121,343

13 Fire Protection SystemsFire Protection

Restroom / shower 376 sf $3.30 $1,241Fire protection to balance of space, code-required minimum 12,352 sf $1.65 $20,381

Total - Fire Protection Systems $21,622

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CSU Water Resources CenterDenver, CO Project # 15-00572.06Concept Design 04/12/16

Element Subtotal Total Cost / SF Cost / SF

A) Shell (1-5) $1,481,714 $106.181 Foundations $99,778 $7.152 Vertical Structure $125,183 $8.973 Floor & Roof Structures $310,096 $22.224 Exterior Cladding $935,144 $67.015 Roofing and Waterproofing $11,513 $0.83

B) Interiors (6-7) $523,569 $37.526 Interior Partitions, Doors and Glazing $282,342 $20.237 Floor, Wall and Ceiling Finishes $241,228 $17.29

C) Equipment and Vertical Transportation (8-9) $423,443 $30.348 Function Equipment and Specialties $266,693 $19.119 Stairs and Vertical Transportation $156,750 $11.23

D) Mechanical and Electrical (10-13) $2,228,322 $159.6810 Plumbing Systems $423,060 $30.3211 Heating, Ventilation and Air Conditioning $1,041,381 $74.6212 Electrical Lighting, Power and Communications $716,652 $51.3513 Fire Protection Systems $47,229 $3.38

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal $4,657,048 $333.72General Conditions / Requirements 8.00% $372,564 $26.70

Subtotal $5,029,612 $360.42Bonds & Insurance 1.80% $83,827 $6.01

Subtotal $5,113,439 $366.42Contractor's Fee 4.00% $204,538 $14.66

Subtotal $5,317,977 $381.08Design Contingency 10.00% $531,798 $38.11

Subtotal $5,849,774 $419.19Escalation to MOC, 06/01/16 0.48% $28,047 $2.01

TOTAL ESTIMATED CONSTRUCTION COST $5,877,821 $421.20

Total Area: 13,955 SF

SUMMARY - LEVEL 5 (CSU)

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CSU Water Resources CenterDenver, CO Project # 15-00572.06Concept Design 04/12/16

Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 5 (CSU)

1 Foundations

Foundations (prorated by gross floor area) 13,955 gsf $7.15 $99,778

Total - Foundations $99,778

2 Vertical Structure

Structural Steel, Vertical, Supporting Floors, InteriorStructural steel columns, allow 3 lbs / sf 20.9 tn $3,685.00 $77,136Structural brace framing. Allow 1 lb / sf 7.0 tn $3,795.00 $26,480Miscellaneous bolts and connections 2.8 tn $3,795.00 $10,592Fireproofing to steelwork 30.7 tn $357.50 $10,976

Total - Vertical Structure $125,183

3 Floor & Roof Structures

Structural Steel, Horizontal, Floors, InteriorStructural steel beams and girders, allow 5 lbs / sf 34.9 tn $3,685.00 $128,560Miscellaneous bolts and connections 3.5 tn $3,795.00 $13,240Fireproofing to steelwork 38.4 tn $357.50 $13,720

Floor Deck Fill3 1/2" thick normal weight concrete deck topping, including reinforcing, interior 13,955 sf $4.40 $61,402Finish to concrete deck, interior 13,955 sf $0.55 $7,675

Floor Decking3", 18 Ga. metal deck, interior 13,955 sf $4.95 $69,077Deck edging, 16 Ga., interior 595 lf $8.25 $4,909

Miscellaneous Miscellaneous metals, allowance 13,955 sf $0.55 $7,675

Rough CarpentryMiscellaneous Rough Carpentry 13,955 sf $0.28 $3,838

Total - Floor & Roof Structures $310,096

4 Exterior Cladding

Exterior Walls And ParapetsExterior Metal Studs

Metal stud framing, 6" 18 Ga. at 16" o.c. 2,834 sf $8.25 $23,381Sheathing

Exterior walls, densglass sheathing 2,834 sf $2.75 $7,794Weather barrier 2,834 sf $1.65 $4,676

Exterior Wall InsulationR-19 batt insulation, exterior walls and returns, semi-rigid incl. foil backing 2,834 sf $0.99 $2,806Rigid insulation, 2" 2,834 sf $3.85 $10,911

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 5 (CSU)

Gypsum Board to Interior of ExteriorInterior of exterior, 5/8" thick gypsum board X, finished 2,834 sf $2.48 $7,014

Exterior FinishExterior composite metal panels 2,834 sf $55.00 $155,870

Exterior GlazingStorefront window system 702 sf $55.00 $38,610Curtainwall window system 5,952 sf $93.50 $556,512

Aluminum Sunshades / Roof canopiesExterior vertical sunshades, 3'-0" deep 336 vlf $247.50 $83,160

Exterior Soffits and OverhangsMetal panel soffit at building overhang, including sheathing and framing 222 sf $69.58 $15,446

MiscellaneousPremium for miscellaneous façade enhancements, vertical area allowance 9,488 sf $2.20 $20,874Firesafing at perimeter walls 595 lf $7.15 $4,254Miscellaneous anchors and supports 13,955 sf $0.28 $3,838

Total - Exterior Cladding $935,144

5 Roofing and Waterproofing

Flashing / Sheet MetalFlashing / sheet metal allowance 13,955 gsf $0.55 $7,675

MiscellaneousCaulking allowance 13,955 gsf $0.28 $3,838

Total - Roofing and Waterproofing $11,513

6 Interior Partitions, Doors and Glazing

Interior PartitionsInterior Metal Studs

Metal studs, 6", 18 Ga., at 16" o.c. at typical demising wall 12,592 sf $5.50 $69,256Metal studs, 6", 18 Ga., at 16" o.c. at stairwell walls 528 sf $5.50 $2,904Metal studs, 4" CH studs 18 ga at 24" o.c. at elevator shafts 1,712 sf $3.85 $6,591Metal studs, 3 5/8", 20 Ga., at 16" o.c. at furring walls 3,232 sf $3.85 $12,443

Gypsum BoardGypsum board, 5/8" thick, finished (l4), type X 31,184 sf $2.20 $68,605Gypsum board, 5/8" thick, unfinished 2,768 sf $1.65 $4,567Gypsum board, 1" thick coreboard at shaft walls 1,712 sf $3.30 $5,650

Interior Wall InsulationSound batt insulation 18,064 sf $0.83 $14,903

Premiums Additional blocking, support backing, stiffeners, etc. 13,955 sf $0.28 $3,838

Interior Glazing Interior storefront partitions 480 sf $49.50 $23,760Interior glazing, allowance 13,955 gsf $0.55 $7,675

Interior Doors, Including Frame and HardwareTypical interior door, solid-core, single 28 ea $1,375.00 $38,500

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 5 (CSU)

Typical interior door, solid-core, single, rated 1 ea $1,457.50 $1,458Typical interior door, glass, double 3 ea $6,600.00 $19,800Premiums

Paint finish, per leaf 29 ea $82.50 $2,393

Total - Interior Partitions, Doors and Glazing $282,342

7 Floor, Wall and Ceiling Finishes

Interior FinishesFloors

Terrazzo flooring at atrium 854 sf $33.00 $28,182Sealed concrete at back of house 385 sf $1.65 $635Mid-grade carpet at classrooms 5,066 sf $4.28 $21,671Mid-grade carpet at offices 2,190 sf $4.28 $9,368High-end carpet at circulation / lobby space 4,185 sf $5.50 $23,018Ceramic tile at restroom / showers 365 sf $13.75 $5,019

BaseTerrazzo base at atrium 202 lf $33.00 $6,666Rubber base at back of house 119 lf $2.48 $295Rubber base at classrooms 515 lf $2.48 $1,275Rubber base at offices 723 lf $2.48 $1,789Wood base at circulation / lobby space 746 lf $7.15 $5,334Ceramic tile base at restroom / showers 149 lf $13.75 $2,049

Walls Premium wall finish at atrium space, allowance over surface area 3,232 sf $5.50 $17,776Paint to walls at back of house 1,190 sf $0.66 $785Paint to walls at classrooms 5,150 sf $0.66 $3,399Paint to walls at offices 6,507 sf $0.66 $4,295Premium wall finish at circulation / lobby, allowance over surface area 7,460 sf $2.75 $20,515Ceramic wall tile at restroom / showers 1,192 sf $14.85 $17,701

CeilingsHard-lid ceiling at atrium, including paint 854 sf $7.98 $6,811Paint to exposed ceiling at back of house 385 sf $1.10 $424Acoustic ceiling tiles at classrooms 5,066 sf $3.85 $19,504Acoustic ceiling tiles at offices 2,190 sf $3.85 $8,432Hard-lid ceiling at circulation / lobby space, including paint 4,185 sf $7.98 $33,375Hard-lid ceiling at restrooms / showers, including paint 365 sf $7.98 $2,911

Total - Floor, Wall and Ceiling Finishes $241,228

8 Function Equipment and Specialties

Toilet CubiclesHandicap, solid phenolic 2 ea $1,210.00 $2,420Standard, solid phenolic 3 ea $1,100.00 $3,300Urinal screen, solid phenolic 1 ea $495.00 $495

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 5 (CSU)

Toilet / Restroom SpecialtiesBathroom mirrors 72 sf $38.50 $2,772Coat hook 5 ea $27.50 $138Grab bars 4 ea $165.00 $660Paper towel dispenser combo unit, recessed 2 ea $330.00 $660Sanitary napkin dispenser 1 ea $363.00 $363Sanitary napkin disposal 3 ea $165.00 $495Seat cover dispenser 5 ea $126.50 $633Shower accessories, per stall 2 ea $935.00 $1,870Soap dispenser 4 ea $82.50 $330Toilet paper dispenser 5 ea $71.50 $358

Building SpecialtiesAtrium 854 sf $2.75 $2,349Back of house 385 sf $1.65 $635Classrooms 5,066 sf $2.20 $11,145Offices 2,190 sf $2.20 $4,818Circulation / lobby 4,185 sf $2.75 $11,509Restroom / shower 365 sf $3.30 $1,205Operable partition 390 sf $66.00 $25,740Railing at main atrium 102 lf $275.00 $28,050

Window CoveringMechoshades, manual at storefront glazing 702 sf $13.20 $9,266Mechoshades, motorized at curtainwall glazing 5,952 sf $19.80 $117,850

CaseworkAtrium 854 sf $3.85 $3,288Back of house 385 sf $2.75 $1,059Classrooms 5,066 sf $2.20 $11,145Offices 2,190 sf $2.20 $4,818Circulation / lobby 4,185 sf $3.85 $16,112Restroom / shower 365 sf $8.80 $3,212

Total - Function Equipment and Specialties $266,693

9 Stairs and Vertical Transportation

StairsBack of house stairs, metal pan, concrete fill, 4'-8" wide 1 flt $13,750.00 $13,750Feature stairs, including structure and finish 1 flt $49,500.00 $49,500

ElevatorsTraction passenger elevator, two-sided cab, prorated by number of stops 2 ea $30,250.00 $60,500Traction freight elevator, two-sided cab, prorated by number of stops 1 ea $33,000.00 $33,000

Total - Stairs and Vertical Transportation $156,750

10 Plumbing SystemsPlumbing

Atrium 854 sf $27.50 $23,485Back of house 385 sf $38.50 $14,823

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 5 (CSU)

Classrooms 5,066 sf $27.50 $139,315Offices 2,190 sf $27.50 $60,225Circulation / lobby 4,185 sf $38.50 $161,123Restroom / shower 365 sf $66.00 $24,090

Total - Plumbing Systems $423,060

11 Heating, Ventilation and Air ConditioningHVAC

Atrium 854 sf $165.00 $140,910Back of house 385 sf $55.00 $21,175Classrooms 5,066 sf $66.00 $334,356Offices 2,190 sf $66.00 $144,540Circulation / lobby 4,185 sf $88.00 $368,280Restroom / shower 365 sf $88.00 $32,120

Total - Heating, Ventilation and Air Conditioning $1,041,381

12 Electrical Lighting, Power and CommunicationsElectrical Systems

Atrium 854 sf $38.50 $32,879Back of house 385 sf $33.00 $12,705Classrooms 5,066 sf $35.20 $178,323Offices 2,190 sf $35.20 $77,088Circulation / lobby 4,185 sf $38.50 $161,123Restroom / shower 365 sf $35.20 $12,848

Low-Voltage SystemsAtrium 854 sf $22.00 $18,788Back of house 385 sf $13.20 $5,082Classrooms 5,066 sf $16.50 $83,589Offices 2,190 sf $16.50 $36,135Circulation / lobby 4,185 sf $22.00 $92,070Restroom / shower 365 sf $16.50 $6,023

Total - Electrical Lighting, Power and Communications $716,652

13 Fire Protection SystemsFire Protection

Atrium 854 sf $5.50 $4,697Back of house 385 sf $3.30 $1,271Classrooms 5,066 sf $3.30 $16,718Offices 2,190 sf $3.30 $7,227Circulation / lobby 4,185 sf $3.85 $16,112Restroom / shower 365 sf $3.30 $1,205

Total - Fire Protection Systems $47,229

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Element Subtotal Total Cost / SF Cost / SF

A) Shell (1-5) $2,052,467 $164.111 Foundations $89,425 $7.152 Vertical Structure $242,786 $19.413 Floor & Roof Structures $538,881 $43.094 Exterior Cladding $897,297 $71.745 Roofing and Waterproofing $284,079 $22.71

B) Interiors (6-7) $370,637 $29.636 Interior Partitions, Doors and Glazing $168,844 $13.507 Floor, Wall and Ceiling Finishes $201,793 $16.13

C) Equipment and Vertical Transportation (8-9) $390,751 $31.248 Function Equipment and Specialties $234,001 $18.719 Stairs and Vertical Transportation $156,750 $12.53

D) Mechanical and Electrical (10-13) $1,918,507 $153.3910 Plumbing Systems $353,628 $28.2711 Heating, Ventilation and Air Conditioning $887,282 $70.9412 Electrical Lighting, Power and Communications $637,189 $50.9513 Fire Protection Systems $40,408 $3.23

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal $4,732,362 $378.38General Conditions / Requirements 8.00% $378,589 $30.27

Subtotal $5,110,951 $408.65Bonds & Insurance 1.80% $85,183 $6.81

Subtotal $5,196,134 $415.46Contractor's Fee 4.00% $207,845 $16.62

Subtotal $5,403,979 $432.08Design Contingency 10.00% $540,398 $43.21

Subtotal $5,944,377 $475.28Escalation to MOC, 06/01/16 0.48% $28,500 $2.28

TOTAL ESTIMATED CONSTRUCTION COST $5,972,877 $477.56

Total Area: 12,507 SF

SUMMARY - LEVEL 6 (CSU)

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CSU Water Resources CenterDenver, CO Project # 15-00572.06Concept Design 04/12/16

Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 6 (CSU)

1 Foundations

Foundations (prorated by gross floor area) 12,507 gsf $7.15 $89,425

Total - Foundations $89,425

2 Vertical Structure

Structural Steel, Vertical, Supporting Floors, InteriorStructural steel columns, allow 3 lbs / sf 18.8 tn $3,685.00 $69,132Structural brace framing. Allow 1 lb / sf 6.3 tn $3,795.00 $23,732Miscellaneous bolts and connections 2.5 tn $3,795.00 $9,493Fireproofing to steelwork 27.5 tn $357.50 $9,837

Structural Steel, Vertical, Supporting Floors, ExteriorStructural steel columns, allow 3 lbs / sf 3.5 tn $3,685.00 $13,006Structural brace framing. Allow 1 lb / sf 1.2 tn $3,795.00 $4,465Miscellaneous bolts and connections 0.5 tn $3,795.00 $1,786Fireproofing to steelwork 5.2 tn $357.50 $1,851

Structural Steel, Vertical, Supporting RoofStructural steel columns, allow 2 lbs / sf 14.3 tn $3,685.00 $52,754Structural brace framing. Allow 1 lb / sf 7.2 tn $3,795.00 $27,165Miscellaneous bolts and connections 2.1 tn $3,795.00 $8,149Fireproofing to steelwork 23.6 tn $357.50 $8,445

Structural Steel, Vertical, Supporting Roof at Dome RoofStructural steel columns, allow 2 lbs / sf 1.9 tn $3,685.00 $7,090Structural brace framing. Allow 1 lb / sf 1.0 tn $3,795.00 $3,651Miscellaneous bolts and connections 0.3 tn $3,795.00 $1,095Fireproofing to steelwork 3.2 tn $357.50 $1,135

Total - Vertical Structure $242,786

3 Floor & Roof Structures

Structural Steel, Horizontal, Floors, InteriorStructural steel beams and girders, allow 5 lbs / sf 31.3 tn $3,685.00 $115,221Miscellaneous bolts and connections 3.1 tn $3,795.00 $11,866Fireproofing to steelwork 34.4 tn $357.50 $12,296

Structural Steel, Horizontal, Floors, ExteriorStructural steel beams and girders, allow 5 lbs / sf 5.9 tn $3,685.00 $21,677Miscellaneous bolts and connections 0.6 tn $3,795.00 $2,232Fireproofing to steelwork 6.5 tn $357.50 $2,313

Structural Steel, Horizontal, RoofsStructural steel beams and girders, allow 4 lbs / sf 28.6 tn $3,685.00 $105,509Miscellaneous bolts and connections 2.9 tn $3,795.00 $10,866Fireproofing to steelwork 31.5 tn $357.50 $11,260

Floor Deck Fill3 1/2" thick normal weight concrete deck topping, including reinforcing, interior 12,507 sf $4.40 $55,0313 1/2" thick normal weight concrete deck topping, including reinforcing, exterior 2,353 sf $4.40 $10,353

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 6 (CSU)

Finish to concrete deck, interior 12,507 sf $0.55 $6,879Finish to concrete deck, exterior 2,353 sf $0.55 $1,294

Floor Decking3", 18 Ga. metal deck, interior 12,507 sf $4.95 $61,9103", 18 Ga. metal deck, exterior 2,353 sf $4.95 $11,647Deck edging, 16 Ga., interior 594 lf $8.25 $4,901Deck edging, 16 Ga., exterior 354 lf $8.25 $2,921

Roof Decking3", 18 Ga. metal deck 14,316 sf $4.95 $70,8643", 18 Ga. metal deck, sloped at domed roof 1,924 sf $4.95 $9,524

Miscellaneous Miscellaneous metals, allowance 12,507 sf $0.55 $6,879

Rough CarpentryMiscellaneous Rough Carpentry 12,507 sf $0.28 $3,439

Total - Floor & Roof Structures $538,881

4 Exterior Cladding

Exterior Walls And ParapetsExterior Metal Studs

Metal stud framing, 6" 18 Ga. at 16" o.c. 2,476 sf $8.25 $20,427Sheathing

Exterior walls, densglass sheathing 2,476 sf $2.75 $6,809Weather barrier 2,476 sf $1.65 $4,085

Exterior Wall InsulationR-19 batt insulation, exterior walls and returns, semi-rigid incl. foil backing 2,476 sf $0.99 $2,451Rigid insulation, 2" 2,476 sf $3.85 $9,533

Gypsum Board to Interior of ExteriorInterior of exterior, 5/8" thick gypsum board X, finished 2,476 sf $2.48 $6,128

Exterior FinishExterior composite metal panels 2,476 sf $55.00 $136,180

Exterior GlazingStorefront window system 702 sf $55.00 $38,610Curtainwall window system 5,096 sf $93.50 $476,476

Exterior DoorsAll glass door sets with aluminum top & bottom rails, single 1 ea $3,520.00 $3,520All glass door sets with aluminum top & bottom rails, double 1 pr $7,040.00 $7,040Premiums

Panic hardware, per leaf 3 ea $495.00 $1,485Automatic door opening, per double leaf set 1 ea $3,025.00 $3,025

Aluminum Sunshades / Roof canopiesExterior vertical sunshades, 3'-0" deep 294 vlf $247.50 $72,765

Exterior Soffits and OverhangsMetal panel soffit at building overhang, including sheathing and framing 252 sf $69.58 $17,533

MiscellaneousPremium for miscellaneous façade enhancements, vertical area allowance 8,274 sf $2.20 $18,203Firesafing at perimeter walls 594 lf $7.15 $4,247Miscellaneous anchors and supports 12,507 sf $0.28 $3,439

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 6 (CSU)

Exterior railing at deck 198 lf $330.00 $65,340

Total - Exterior Cladding $897,297

5 Roofing and Waterproofing

RoofingSingle ply membrane roofing, including protection board 11,963 sf $6.60 $78,956Beacon dome roof, sloped 4:12, design to target 1,924 sf $22.00 $42,328Pedestal paver system at exterior deck 2,353 sf $27.50 $64,708

Roof InsulationRigid roof insulation, poly iso insulation 14,316 sf $2.75 $39,369

Flashing / Sheet MetalFlashing / sheet metal allowance 12,507 gsf $0.55 $6,879

MiscellaneousMechanical screen at level 6, including support and screening, allow 8' high 1,760 sf $27.50 $48,400Caulking allowance 12,507 gsf $0.28 $3,439

Total - Roofing and Waterproofing $284,079

6 Interior Partitions, Doors and Glazing

Interior PartitionsInterior Metal Studs

Metal studs, 6", 18 Ga., at 16" o.c. at typical demising wall 2,520 sf $5.50 $13,860Metal studs, 6", 18 Ga., at 16" o.c. at stairwell walls 1,428 sf $5.50 $7,854Metal studs, 4" CH studs 18 ga at 24" o.c. at elevator shafts 1,526 sf $3.85 $5,875Metal studs, 3 5/8", 20 Ga., at 16" o.c. at furring walls 2,170 sf $3.85 $8,355

Gypsum BoardGypsum board, 5/8" thick, finished (l4), type X 11,592 sf $2.20 $25,502Gypsum board, 5/8" thick, unfinished 4,382 sf $1.65 $7,230Gypsum board, 1" thick coreboard at shaft walls 1,526 sf $3.30 $5,036

Interior Wall InsulationSound batt insulation 7,644 sf $0.83 $6,306

Premiums Additional blocking, support backing, stiffeners, etc. 12,507 sf $0.28 $3,439

Interior Glazing Interior storefront partitions 756 sf $49.50 $37,422Interior glazing, allowance 12,507 gsf $0.55 $6,879

Interior Doors, Including Frame and HardwareTypical interior door, solid-core, single 5 ea $1,375.00 $6,875Typical interior door, solid-core, single, rated 2 ea $1,457.50 $2,915Typical interior door, solid-core, single, dual-swing 1 ea $1,485.00 $1,485Typical interior door, solid-core, double 1 ea $2,585.00 $2,585Typical interior door, glass, double 4 ea $6,600.00 $26,400Premiums

Paint finish, per leaf 10 ea $82.50 $825

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 6 (CSU)

Total - Interior Partitions, Doors and Glazing $168,844

7 Floor, Wall and Ceiling Finishes

Interior FinishesFloors

Terrazzo flooring at atrium 854 sf $33.00 $28,182Sealed concrete at back of house 964 sf $1.65 $1,591Mid-grade carpet at classrooms 6,171 sf $4.28 $26,398Ceramic tile at restroom / showers 300 sf $13.75 $4,125High-end carpet at board room 2,690 sf $5.50 $14,795Ceramic tile at warming kitchen 597 sf $13.75 $8,209

BaseTerrazzo base at atrium 202 lf $33.00 $6,666Rubber base at back of house 261 lf $2.48 $646Rubber base at classrooms 437 lf $2.48 $1,082Ceramic tile base at restroom / showers 99 lf $13.75 $1,361Wood base at board room 265 lf $5.50 $1,458Ceramic tile base at warming kitchen 109 lf $13.75 $1,499

Walls Premium wall finish at atrium space, allowance over surface area 3,232 sf $5.50 $17,776Paint to walls at back of house 2,610 sf $0.66 $1,723Paint to walls at classrooms 4,370 sf $0.66 $2,884Ceramic wall tile at restroom / showers 792 sf $14.85 $11,761Acoustic panels at board room, allow 25% coverage 663 sf $13.20 $8,745Paint to balance of board room, 75% 1,988 sf $0.66 $1,312Ceramic tile wainscot at warming kitchen, allow 4'-0" high 436 sf $14.85 $6,475Paint to balance of warming kitchen, epoxy 545 sf $0.77 $420

CeilingsHard-lid ceiling at atrium, including paint 854 sf $7.98 $6,811Paint to exposed ceiling at back of house 964 sf $1.10 $1,060Acoustic ceiling tiles at classrooms 6,171 sf $3.85 $23,758Hard-lid ceiling at restrooms / showers, including paint 300 sf $7.98 $2,393Hard-lid ceiling at board room, allow 50% coverage, including paint 1,345 sf $7.98 $10,726Acoustic ceiling tiles at board room, allow 50% coverage 1,345 sf $3.85 $5,178Hard-lid ceiling at warming kitchen, including paint 597 sf $7.98 $4,761

Total - Floor, Wall and Ceiling Finishes $201,793

8 Function Equipment and Specialties

Toilet CubiclesHandicap, solid phenolic 2 ea $1,210.00 $2,420Standard, solid phenolic 4 ea $1,100.00 $4,400

Toilet / Restroom SpecialtiesBathroom mirrors 56 sf $38.50 $2,156Coat hook 6 ea $27.50 $165Grab bars 4 ea $165.00 $660

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 6 (CSU)

Paper towel dispenser combo unit, recessed 2 ea $330.00 $660Sanitary napkin dispenser 1 ea $363.00 $363Sanitary napkin disposal 4 ea $165.00 $660Seat cover dispenser 6 ea $126.50 $759Shower accessories, per stall 2 ea $935.00 $1,870Soap dispenser 4 ea $82.50 $330Toilet paper dispenser 6 ea $71.50 $429

Building SpecialtiesAtrium 854 sf $2.75 $2,349Back of house 964 sf $1.65 $1,591Classrooms 6,171 sf $2.20 $13,576Restroom / shower 300 sf $3.30 $990Board room 2,690 sf $2.75 $7,398Warming kitchen 597 sf $2.75 $1,642Railing at main atrium 102 lf $275.00 $28,050

Window CoveringMechoshades, manual at storefront glazing 702 sf $13.20 $9,266Mechoshades, motorized at curtainwall glazing 5,096 sf $19.80 $100,901

CaseworkAtrium 854 sf $3.85 $3,288Back of house 964 sf $2.75 $2,651Classrooms 6,171 sf $2.20 $13,576Restroom / shower 300 sf $8.80 $2,640Board room 2,690 sf $5.50 $14,795Warming kitchen 597 sf $27.50 $16,418

Total - Function Equipment and Specialties $234,001

9 Stairs and Vertical Transportation

StairsBack of house stairs, metal pan, concrete fill, 4'-8" wide 1 flt $13,750.00 $13,750Feature stairs, including structure and finish 1 flt $49,500.00 $49,500

ElevatorsTraction passenger elevator, two-sided cab, prorated by number of stops 2 ea $30,250.00 $60,500Traction freight elevator, two-sided cab, prorated by number of stops 1 ea $33,000.00 $33,000

Total - Stairs and Vertical Transportation $156,750

10 Plumbing SystemsPlumbing

Atrium 854 sf $27.50 $23,485Back of house 964 sf $38.50 $37,114Classrooms 6,171 sf $27.50 $169,703Restroom / shower 300 sf $66.00 $19,800Board room 2,690 sf $27.50 $73,975Warming kitchen 597 sf $49.50 $29,552

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 6 (CSU)

Total - Plumbing Systems $353,628

11 Heating, Ventilation and Air ConditioningHVAC

Atrium 854 sf $165.00 $140,910Back of house 964 sf $55.00 $53,020Classrooms 6,171 sf $66.00 $407,286Restroom / shower 300 sf $88.00 $26,400Board room 2,690 sf $77.00 $207,130Warming kitchen 597 sf $88.00 $52,536

Total - Heating, Ventilation and Air Conditioning $887,282

12 Electrical Lighting, Power and CommunicationsElectrical Systems

Atrium 854 sf $38.50 $32,879Back of house 964 sf $33.00 $31,812Classrooms 6,171 sf $35.20 $217,219Restroom / shower 300 sf $35.20 $10,560Board room 2,690 sf $38.50 $103,565Warming kitchen 597 sf $35.20 $21,014

Low-Voltage SystemsAtrium 854 sf $22.00 $18,788Back of house 964 sf $13.20 $12,725Classrooms 6,171 sf $16.50 $101,822Restroom / shower 300 sf $16.50 $4,950Board room 2,690 sf $27.50 $73,975Warming kitchen 597 sf $13.20 $7,880

Total - Electrical Lighting, Power and Communications $637,189

13 Fire Protection SystemsFire Protection

Atrium 854 sf $5.50 $4,697Back of house 964 sf $3.30 $3,181Classrooms 6,171 sf $3.30 $20,364Restroom / shower 300 sf $3.30 $990Board room 2,690 sf $3.30 $8,877Warming kitchen 597 sf $3.85 $2,298

Total - Fire Protection Systems $40,408

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Element Subtotal Total Cost / SF Cost / SF

A) Shell (1-5) $1,222,771 $176.451 Foundations $49,550 $7.152 Vertical Structure $77,328 $11.163 Floor & Roof Structures $190,209 $27.454 Exterior Cladding $870,776 $125.655 Roofing and Waterproofing $34,909 $5.04

B) Interiors (6-7) $281,326 $40.606 Interior Partitions, Doors and Glazing $83,476 $12.057 Floor, Wall and Ceiling Finishes $197,850 $28.55

C) Equipment and Vertical Transportation (8-9) $223,480 $32.258 Function Equipment and Specialties $162,980 $23.529 Stairs and Vertical Transportation $60,500 $8.73

D) Mechanical and Electrical (10-13) $1,204,705 $173.8410 Plumbing Systems $235,389 $33.9711 Heating, Ventilation and Air Conditioning $559,438 $80.7312 Electrical Lighting, Power and Communications $381,227 $55.0113 Fire Protection Systems $28,651 $4.13

E) Site Construction (14-16)14 Site Preparation and Demolition15 Site Paving, Structures & Landscaping16 Utilities on Site

Subtotal $2,932,282 $423.13General Conditions / Requirements 8.00% $234,583 $33.85

Subtotal $3,166,865 $456.98Bonds & Insurance 1.80% $52,781 $7.62

Subtotal $3,219,646 $464.60Contractor's Fee 4.00% $128,786 $18.58

Subtotal $3,348,432 $483.18Design Contingency 10.00% $334,843 $48.32

Subtotal $3,683,275 $531.50Escalation to MOC, 06/01/16 0.48% $17,660 $2.55

TOTAL ESTIMATED CONSTRUCTION COST $3,700,934 $534.05

Total Area: 6,930 SF

SUMMARY - LEVEL 7 (CSU)

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 7 (CSU)

1 Foundations

Foundations (prorated by gross floor area) 6,930 gsf $7.15 $49,550

Total - Foundations $49,550

2 Vertical Structure

Structural Steel, Vertical, Supporting Floors, InteriorStructural steel columns, allow 3 lbs / sf 10.4 tn $3,685.00 $38,306Structural brace framing. Allow 1 lb / sf 3.5 tn $3,795.00 $13,150Miscellaneous bolts and connections 1.4 tn $3,795.00 $5,260Fireproofing to steelwork 15.2 tn $357.50 $5,450

Structural Steel, Vertical, Supporting Floors, ExteriorStructural steel columns, allow 3 lbs / sf 1.4 tn $3,685.00 $5,334Structural brace framing. Allow 1 lb / sf 0.5 tn $3,795.00 $1,831Miscellaneous bolts and connections 0.2 tn $3,795.00 $732Fireproofing to steelwork 2.1 tn $357.50 $759

Structural Steel, Vertical, Supporting RoofStructural steel columns, allow 2 lbs / sf 1.0 tn $3,685.00 $3,556Structural brace framing. Allow 1 lb / sf 0.5 tn $3,795.00 $1,831Miscellaneous bolts and connections 0.1 tn $3,795.00 $549Fireproofing to steelwork 1.6 tn $357.50 $569

Total - Vertical Structure $77,328

3 Floor & Roof Structures

Structural Steel, Horizontal, Floors, InteriorStructural steel beams and girders, allow 5 lbs / sf 17.3 tn $3,685.00 $63,843Miscellaneous bolts and connections 1.7 tn $3,795.00 $6,575Fireproofing to steelwork 19.1 tn $357.50 $6,813

Structural Steel, Horizontal, Floors, ExteriorStructural steel beams and girders, allow 5 lbs / sf 2.4 tn $3,685.00 $8,890Miscellaneous bolts and connections 0.2 tn $3,795.00 $916Fireproofing to steelwork 2.7 tn $357.50 $949

Structural Steel, Horizontal, RoofsStructural steel beams and girders, allow 4 lbs / sf 1.9 tn $3,685.00 $7,112Miscellaneous bolts and connections 0.2 tn $3,795.00 $732Fireproofing to steelwork 2.1 tn $357.50 $759

Floor Deck Fill3 1/2" thick normal weight concrete deck topping, including reinforcing, interior 6,930 sf $4.40 $30,4923 1/2" thick normal weight concrete deck topping, including reinforcing, exterior 965 sf $4.40 $4,246Finish to concrete deck, interior 6,930 sf $0.55 $3,812Finish to concrete deck, exterior 965 sf $0.55 $531

Floor Decking3", 18 Ga. metal deck, interior 6,930 sf $4.95 $34,3043", 18 Ga. metal deck, exterior 965 sf $4.95 $4,777

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 7 (CSU)

Deck edging, 16 Ga., interior 404 lf $8.25 $3,333Deck edging, 16 Ga., exterior 198 lf $8.25 $1,634

Roof Decking3", 18 Ga. metal deck 965 sf $4.95 $4,777

Miscellaneous Miscellaneous metals, allowance 6,930 sf $0.55 $3,812

Rough CarpentryMiscellaneous Rough Carpentry 6,930 sf $0.28 $1,906

Total - Floor & Roof Structures $190,209

4 Exterior Cladding

Exterior Walls And ParapetsExterior Metal Studs

Metal stud framing, 6" 18 Ga. at 16" o.c. 3,762 sf $8.25 $31,037Sheathing

Exterior walls, densglass sheathing 3,762 sf $2.75 $10,346Weather barrier 3,762 sf $1.65 $6,207

Exterior Wall InsulationR-19 batt insulation, exterior walls and returns, semi-rigid incl. foil backing 3,762 sf $0.99 $3,724Rigid insulation, 2" 3,762 sf $3.85 $14,484

Gypsum Board to Interior of ExteriorInterior of exterior, 5/8" thick gypsum board X, finished 3,762 sf $2.48 $9,311

Exterior FinishExterior composite metal panels 3,762 sf $55.00 $206,910

Exterior GlazingStorefront window system 702 sf $55.00 $38,610Curtainwall window system 3,204 sf $93.50 $299,574Curtainwall window system, segmented at observation rotunda 1,050 sf $110.00 $115,500

Exterior DoorsAll glass door sets with aluminum top & bottom rails, single 1 ea $3,520.00 $3,520Premiums

Panic hardware, per leaf 1 ea $495.00 $495Aluminum Sunshades / Roof canopies

Exterior vertical sunshades, 3'-0" deep 270 vlf $247.50 $66,825Miscellaneous

Premium for miscellaneous façade enhancements, vertical area allowance 8,718 sf $2.20 $19,180Firesafing at perimeter walls 404 lf $7.15 $2,889Miscellaneous anchors and supports 6,930 sf $0.28 $1,906Exterior railing at deck 122 lf $330.00 $40,260

Total - Exterior Cladding $870,776

5 Roofing and Waterproofing

RoofingPedestal paver system at exterior deck 965 sf $27.50 $26,538

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 7 (CSU)

Roof InsulationRigid roof insulation, poly iso insulation 965 sf $2.75 $2,654

Flashing / Sheet MetalFlashing / sheet metal allowance 6,930 gsf $0.55 $3,812

MiscellaneousCaulking allowance 6,930 gsf $0.28 $1,906

Total - Roofing and Waterproofing $34,909

6 Interior Partitions, Doors and Glazing

Interior PartitionsInterior Metal Studs

Metal studs, 6", 18 Ga., at 16" o.c. at stairwell walls 1,224 sf $5.50 $6,732Metal studs, 4" CH studs 18 ga at 24" o.c. at elevator shafts 1,368 sf $3.85 $5,267Metal studs, 3 5/8", 20 Ga., at 16" o.c. at furring walls 1,854 sf $3.85 $7,138

Gypsum BoardGypsum board, 5/8" thick, finished (l4), type X 5,670 sf $2.20 $12,474Gypsum board, 5/8" thick, unfinished 3,816 sf $1.65 $6,296Gypsum board, 1" thick coreboard at shaft walls 1,368 sf $3.30 $4,514

Interior Wall InsulationSound batt insulation 4,446 sf $0.83 $3,668

Premiums Additional blocking, support backing, stiffeners, etc. 6,930 sf $0.28 $1,906

Interior Glazing Interior storefront partitions 342 sf $49.50 $16,929Interior glazing, allowance 6,930 gsf $0.55 $3,812

Interior Doors, Including Frame and HardwareTypical interior door, solid-core, single, rated 1 ea $1,457.50 $1,458Typical interior door, glass, double 2 ea $6,600.00 $13,200Premiums

Paint finish, per leaf 1 ea $82.50 $83

Total - Interior Partitions, Doors and Glazing $83,476

7 Floor, Wall and Ceiling Finishes

Interior FinishesFloors

Terrazzo flooring at atrium 854 sf $33.00 $28,182Sealed concrete at back of house 240 sf $1.65 $396High-end carpet at observatory 5,264 sf $5.50 $28,952

BaseTerrazzo base at atrium 202 lf $33.00 $6,666Rubber base at back of house 68 lf $2.48 $168Wood base at observatory 377 lf $7.15 $2,696

Walls Premium wall finish at atrium space, allowance over surface area 3,232 sf $5.50 $17,776

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 7 (CSU)

Paint to walls at back of house 680 sf $0.66 $449Acoustic panels at observatory, allow 50% coverage 3,393 sf $13.20 $44,788Paint to balance of observatory walls, 50%, black 3,393 sf $0.83 $2,799

CeilingsHard-lid ceiling at atrium, including paint 854 sf $7.98 $6,811Paint to exposed ceiling at back of house 240 sf $1.10 $264Premium ceiling at observatory (design to target) 5,264 sf $11.00 $57,904

Total - Floor, Wall and Ceiling Finishes $197,850

8 Function Equipment and Specialties

Building SpecialtiesAtrium 854 sf $2.75 $2,349Back of house 240 sf $1.65 $396Observatory 5,264 sf $2.75 $14,476Railing at main atrium 102 lf $275.00 $28,050

Window CoveringMechoshades, manual at storefront glazing 702 sf $13.20 $9,266Mechoshades, motorized at curtainwall glazing 4,254 sf $19.80 $84,229

CaseworkAtrium 854 sf $3.85 $3,288Back of house 240 sf $2.75 $660Observatory 5,264 sf $3.85 $20,266

Total - Function Equipment and Specialties $162,980

9 Stairs and Vertical Transportation

ElevatorsTraction passenger elevator, two-sided cab, prorated by number of stops 2 ea $30,250.00 $60,500

Total - Stairs and Vertical Transportation $60,500

10 Plumbing SystemsPlumbing

Atrium 854 sf $27.50 $23,485Back of house 240 sf $38.50 $9,240Observatory 5,264 sf $38.50 $202,664

Total - Plumbing Systems $235,389

11 Heating, Ventilation and Air ConditioningHVAC

Atrium 854 sf $165.00 $140,910Back of house 240 sf $55.00 $13,200

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Element Quantity Unit Unit Cost Total

DETAIL ELEMENTS - LEVEL 7 (CSU)

Observatory 5,264 sf $77.00 $405,328

Total - Heating, Ventilation and Air Conditioning $559,438

12 Electrical Lighting, Power and CommunicationsElectrical Systems

Atrium 854 sf $38.50 $32,879Back of house 240 sf $33.00 $7,920Observatory 5,264 sf $38.50 $202,664

Low-Voltage SystemsAtrium 854 sf $22.00 $18,788Back of house 240 sf $13.20 $3,168Observatory 5,264 sf $22.00 $115,808

Total - Electrical Lighting, Power and Communications $381,227

13 Fire Protection SystemsFire Protection

Atrium 854 sf $5.50 $4,697Back of house 240 sf $3.30 $792Observatory 5,264 sf $4.40 $23,162

Total - Fire Protection Systems $28,651

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Description Assumed Scope

General Project Info - Escalation included through Q2 / 2021.- Local GC laydown / compound area within proximity.- Local trade parking available both onsite (partial) and offsite.- All sub trades to be competitively bid, with the exception of MEP, which may be design-assist.- Labor pool from the greater Denver area.

Detailed Assumptions1. Substructure / Foundations - Mass excavation and off haul of basement earth volume.

- Dewatering not required.- Premiums included for deep footings.- Sub slab drainage.

2. Structure - Basement construction to require 3-sides of retaining walls and 1-side exposed.- Structural steel system with brace frames (lb / sf allowances as noted in body of estimate).- Concrete slab on grade - 5" thick with thickened edges.- Metal decking and concrete fill for upper floors and roof.

3. Envelope / Roofing - Exterior substrate of metal studs (6"), densglas sheathing, combination batt + rigid insulation.- Solid walls assumed to be metal panel finish per CSU (architectural precast for alternate).- Exterior glazing based on storefront at heights < 1 story and curtainwall at heights > 1 story.- Segmented curtainwall system assumed at observation dome (no curved panels included).- Single ply membrane roofing at flat roof locations, standing seam metal at atrium and dome.- Skylights not included.

4. Interiors - Metal stud framed interior construction, 6" 18ga for typical walls, 4" CH for shaft walls.- Inteiror door pricing based on solid core wood doors as typical.- Finish assumptions per area type as noted in body of estimate.- Premium included for tiering of auditorium area.- Moisture mitigation premiums to slab on grade only. Not included at upper slab areas.- Casework / specialty allowances pending design.- Window treatment assumes manual Mechoshades at storefront glazing, motorized at curtainwall.

5. Vert. Transportation - Metal pan / concrete filled stair units with rubberized finish (fire escape).- Metal pan / concrete filled stair units with terrazzo finish (feature stairs).

6. Plumbing - Full plumbing system including all sanitary fixtures, condensate drainage, etc..- Internal roof drainage.

7. HVAC - Full HVAC system including new localized chillers / cooling towers, air handling units, chilled /hot water and steam distribution, vertical and horizontal galvanized duct distribution, and DDCcontrols (sole-sourced).

APPENDIX A - SCOPE ASSUMPTIONS

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Description Assumed Scope

APPENDIX A - SCOPE ASSUMPTIONS

8. Electrical - Main primary and secondary power upgrade.- LED lighting throughout, premium lighting at main lobby.- Full fire alarm system.- Rough in of all low voltage systems (T/D, CCTV, security, A/V).- Site lighting / electrical is excluded (understood to be provided under separate cover).

9. Fire Protection - Wet pipe sprinklers throughout.- Fire pump at tower.

10. Sitework - No sitework costs are included (as directed by CSU).

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APPENDIX B - APPROACH & METHODOLOGY

Cost Mark Ups The following % mark ups have been included in each design option:- General Conditions / Requirements (8.00% on direct costs)- GC Fee (4.00% compound)- Bonds & Insurance (1.80% compound)- Contingency (10.00% compound)- Escalation (17.17 % compound)

Escalation All subcontract prices herein are reflective of current bid prices. Escalation has been included on the summary level to the stated mid point of construction.

Design Contingency An allowance of 10.00% for undeveloped design details has been included in this estimate. As the design of each system is further developed, details which historically increase cost become apparent and must be incorporated into the estimate while decreasing the % burden.

Construction Contingency It is prudent for all program budgets to include an allowance for change orders which occur during the construction phase. These change orders normally increase the cost of the project. It is recommended that a 2-3 % construction contingency is carried in this respect. This cost is not included within the estimate.

Construction Schedule Costs included herein have been based upon a construction period of 18 months. Any costsfor excessive overtime to meet accelerated schedule milestone dates are not included inthis estimate. Precast alternate assumes 2 months overall schedule savings.

Method of Procurement The estimate is based on a CM at Risk delivery with design-assist MEP subcontractors.

Bid Conditions This estimate has been based upon competitive bid situations (minimum of 3 bidders) for all items of subcontracted work.

Basis For Quantities Wherever possible, this estimate has been based upon the actual measurement of different items of work. For the remaining items, parametric measurements were used in conjunction with other projects of a similar nature.

Basis for Unit Costs Unit costs as contained herein are based on current bid prices in the greater Denver area. Sub overheads and profit are included in each line item unit cost. Their overhead and profit covers each sub's cost for labor burden, materials, and equipment, sales taxes, field overhead, home office overhead, and profit. The general contractor's overhead is shown separately on the master summary.

Sources for Pricing This estimate was prepared by a team of qualified cost consultants experienced in estimating construction costs at all stages of design. These consultants have used pricing data from Cumming's database, updated to reflect current conditions in the greater Denver market.

Items Affecting Cost Estimate Items which may change the estimated construction cost include, but are not limited to: - Modifications to the scope of work included in this estimate. - Unforeseen sub-surface conditions. - Restrictive technical specifications or excessive contract conditions. - Any specified item of material or product that cannot be obtained from 3 sources. - Any other non-competitive bid situations. - Bids delayed beyond the projected schedule.

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APPENDIX B - APPROACH & METHODOLOGY

Statement of Probable Cost Cumming has no control over the cost of labor and materials, the general contractor's or any subcontractor's method of determining prices, or competitive bidding and market conditions. This estimate is made on the basis of the experience, qualifications, and best judgement of a professional consultant familiar with the construction industry. Cumming, however, cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from this or subsequent cost estimates.

Cumming's staff of professional cost consultants has prepared this estimate in accordance with generally accepted principles and practices. This staff is available to discuss its contents with any interested party.

Pricint reflects probable construction costs obtainable in the project locality on the target dates specified and is a determination of fair market value for the construction of this project. The estimate is not a prediction of low bid. Pricing assumes competitive bidding for every portion of the construction work for all sub and general contractors with a range of 3 - 4 bidders for all items of work. Experience and research indicates that a fewer number of bidders may result in higher bids. Conversely, an increased number of bidders may result in more competitive bid day responses.

Recommendations Cumming recommends that the Owner and the Architect carefully review this entire document to ensure it reflects their design intent. Requests for modifications of any apparent errors or omissions to this document must be made to Cumming within ten days of receipt of this estimate. Otherwise, it will be assumed that its contents have been reviewed and accepted. If the project is over budget or there are unresolved budget issues, alternate systems / schemes should be evaluated before proceeding into further design phases.

It is recommended that there are preparations of further cost estimates throughout design by Cumming to determine overall cost changes since the preparation of this preliminary estimate.These future estimates will have detailed breakdowns indicating materials by type, kind, and size, priced by their respective units of measure.

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Appendix C

Space Program

Location Program Type Proposed Use NumberSize (asf)

Total (asf) Features and Notes

Plaza Joint Amphitheatre (100+ seats)For outdoor lectures, performances, passive recreation/leisure space 1 1600

Plaza Joint Interpretive plaza/monuments Various features for informal education NAPlaza Joint Outdoor dining Outdoor seating for restaurant space NAPlaza Joint River decks Connect to river, passive leisure space NAPlaza NA River trail head NA

DPR? Ice rink 1 19560

DPR? Fishing pond/ice hockeyPossibly run by Parks and Rec for youth fishing classes, passive recreation 1

2.25 acres

Plaza CSU Trial crops Concept is to irrigate with multiple types of reclaimed water NA

Plaza CSU Wetland cropsConcept is for education about growing food in different ecosystems NA

Basement Joint Mechanical, circulation,lobby 1 4810 4810Basement Joint Field lab Space for sample processing, storage 1 240 240

Floor 1 Joint Open atrium (vertical circulation) main entry towerCirculation, space for vertical public art, educational installations 1 2218 2218

Floor 1 Joint Community meeting room/K12/FlexCommunity space, breakout space for conferences, small lectures, K-12 space for school programs, etc. 1 2713 2713

Needs storage for educational materials and staging area for teachers.

Floor 1 Joint Mud room For students, field researchers, field equipment storage. 1 131 131 Needs boot-wash capacity, sinks, secure storage, staging area. Floor 1 Joint Coffee shop Potentially run or staffed by local area residents 1 512 512

Floor 1 Joint RestaurantPossibly in partnership with Hospitality, internships or job pipeline for CSU students 1 3473 3473

Floor 1 Joint Restaurant Kitchen (commercial) 1 1299 1299Floor 1 Joint Restaurant Restrooms 2 158 316

Floor 1 Joint Community Kitchen (instruction/start-up support)

Space for teaching, supporting community food-related businesses. Potential to expand programs from here to additional commercial kitchen located in 1909 Stadium Area (if it becomes market). 1 1150 1150

Floor 1 Joint Receiving General receiving for facilty/kitchen, etc. 1 654 654

Floor 1 Joint Data Vizualization/Analysis CaveSpace for data visualization for researchers and small classes (K-12), would use VR or 3D visualization and data manipulation 1 947 947

Floor 1 Joint Office space for building manager Operations and programming manager for facility 2 114 228Floor 1 Joint Rest rooms 2 192 384Floor 1 Joint Mechanical Room Jan 1 91 91

Floor 1Denver Water North atrium Includes simulations, public art, links into pre-function space 1 4281 4281

Floor 1 Joint Auditorium/ Pre-function space/ plazaFor conferences, lectures, K-12 screenings, film screenings, etc. Includes pre-function space for receptions, etc. 1 6914 6914

Floor 1Denver Water Innovation Center

8 large test bays for water quality, distribution tech prototyping, some bays open for public to see (along N. Atrium wall) 1 16070 16070 30 foot ceilings with catwalks

Floor 1Denver Water Receiving

Receiving for large tech for innovation center, requires loading dock 1 4017 4017

Floor 2 Joint Open atrium (vertical circulation) main entry towerCirculation, space for vertical public art, educational installations 1 2212 2212

Floor 2 Joint Auditorium upper levelFor conferences, lectures, K-12 screenings, film screenings, etc 1 0

Floor 2Denver Water North Atrium (open to below) Includes simulations, public art 1 0

Floor 2 Joint Wet Lab with autoclave

For shared use with other institutional partners, private sector partners, innovation center users/clients, teaching space for distance learning courses, etc. 2 1534 3068

Floor 2 Joint Dry Lab

For shared use with other institutional partners, private sector partners, innovation center users/clients, teaching space for distance learning courses, etc. 1 1182 1182

Floor 2 Joint Collaboration / incubation spaceLeased/shared space for water-related private, non-profit, institutional partners. Co-working space. 1 1620 1620

Floor 2 Joint Support Lab (incubation)For prototyping technology, small scale testing, adjacent to incubation, co-working space. 1 582 582

Floor 2 Joint Offices – 6 Offices for co-working/collaboration space. 6 111 666Floor 2 Joint Conference rooms – 2 Conference rooms for co-working/collaboration space. 2 311.5 623Floor 2 Joint Rest rooms 2 129 258Floor 2 Joint Mechanical rooms Jan 1 80 80

Floor 3 Joint Open atrium (vertical circulation) main entry towerCirculation, space for vertical public art, educational installations 1 1859 1859

Floor 3Denver Water Water Quality Labs Denver Water closed labs for processing water quality samples 1 9468 9468 Need to be secure (although potential public-facing areas)

Floor 3Denver Water Rest rooms 2 139 278

Floor 3Denver Water North Atrium (open to below) Includes simulations, public art 1 0

Floor 3Denver Water Bridge over atrium Connects Denver Water Quality Lab spaces 1 546 546

Floor 3Denver Water Water Quality labs Denver Water closed labs for processing water quality samples 1 16077 16077

Floor 3Denver Water Mechanical room Jan 1 214 214

Floor 4 Joint Open atrium (vertical circulation) main entry towerCirculation, space for vertical public art, educational installations 1 1842 1842

Floor 4Denver Water Water Quality Labs Denver Water closed labs for processing water quality samples 1 9272 9272 Need to be secure (although potential public-facing areas)

Floor 4Denver Water Rest rooms 2 137.5 275

Floor 4Denver Water Mechanical room Jan 1 214 214

Floor 4Denver Water North Atrium (open to below) Includes simulations, public art, links into pre-function space 1 4313 4313

Floor 5 Joint Open atrium (vertical circulation) main entry towerCirculation, space for vertical public art, educational installations 1 1839 1839

Floor 5CSU/Collaborative Classroom -2 (50 ea, converts to 100)

Classroom/conference breakout space (could be used for Global, Online, other distance learning) 2 1112.5 2225 Need to be distance learning ready

Floor 5CSU/Collaborative Classroom - 1 (50 seats)

Classroom/conference breakout space (could be used for Global, Online, other distance learning) 1 1413 1413 Need to be distance learning ready

Floor 5CSU/Collaborative Classroom – 1 (60 seats)

Classroom/conference breakout space (could be used for Global, Online, other distance learning) 1 1439 1439 Need to be distance learning ready

Floor 5 CSU Executive offices Space for Water Resources Center Director 3 202.6 608Floor 5 CSU Offices Space for OWSI researchers and students 12 120 1765Floor 5 CSU Rest rooms 2 139 278Floor 5 CSU Mechanical room Jan 1 143 143

Floor 6 Joint Open atrium (vertical circulation) main entry towerCirculation, space for vertical public art, educational installations 1 1843 1843

Floor 6 Joint Board room / Observation deckMeeting room/board room for facility and partner use (rentable for meetings/retreats, etc.) 1 3369 3369 Video conference enabled, etc.

Floor 6 Joint Board room kitchen Warming kitchen for board room catering, etc. 1 571 571

Floor 6CSU/Collaborative Flexible Use/Ag Innovation Center

Space for CAS Ag Innovation Center, shared space for possible innovation fund/incubation center staff 1 5892 5892 Needs connectivity, flexibility of space

Floor 6CSU/Collaborative IT Center IT support for distance learning and Ag Innovation Center 1 329 329

Floor 6CSU/Collaborative Rest rooms 2 141 282

Floor 6CSU/Collaborative Mechanical room Jan 1 143 143

Floor 7 Joint Open atrium (vertical circulation) main entry towerCirculation, space for vertical public art, educational installations 1 1866 1866

Floor 7 Joint ObservatoryOpen observatory for views, event space, informal meeting/work space (rentable) 1 5784 5784

Penthouse CSU Mechanical penthouse 4860Denver water Mechanical penthouse 4395

Total 144,141circulation elevator, stairs 7775

151,916

Appendix D

Potential Conference Uses

Organization* Conference Approximate SizeAmerican Water Resources Association - Colorado Section Annual Conference 200+American Water Works Association (AWWA) AWWA Annual Conference and Exposition (ACE) 1000+American Public Works Association Workshops 50-250American Society of Civil Engineers-Environmental and Water Resources Institute Specialty workshops & conferences 20-250Colorado Department of Public Health and the Environment Committee meetings 30-50Colorado Foundation for Water Education Multiple events 25-250Colorado Lakes and Reservoir Management Association Trainings, workshops, annual meetings 20-300Colorado Water Conservation Board Roundtables, IBCC, SWSI 20-100Colorado State University Extension Multiple 10-300Colorado Stormwater Management Council Board and Committee meetings, trainings 20-200Colorado Water Congress Multiple Meetings 15-500+Colorado Water Institute Board meetings, programs, etc. 20-200Denver Water Section Leaders meetings Once per year 100+EPA Region 8, National Various 20-300Front Range Water Council Regular meetings 30-40National Association of Flood & Stormwater Management Agencies Workshops and Conferences 20-500Technology Approval Group (TAG) Regular meetings (likely only once per year) 30-40The Greenway Foundation Board meetings 20-30The Water Connection / The Greenway Foundation Summits, Panels, Events, Meetings 15 - 100US Water Alliance Workshops and Conferences, Board Meetings 50-250Water Environment Research Foundation Multiple 20-200Water Environment Federation Multiple 20-200Water Research Foundation Workshops and Specialty Meetings 20-100WaterNow Alliance Workshops 50Waterkeeper Alliance Regional Events 50-250Western Resource Advocates Meetings, Events 20-200

*All events are potential, no commitment has been obtained from these organizations

Appendix E

Stakeholder Meeting Attendees

Denver Stakeholders Meeting (July 6th, 2015)CSU Fort Collins Charrette Attendees (October 16, October 20, and November 20, 2015)

Ajay Menon, Dean, College of Agricultural Sciences, CSUAndrew Warnock, Education and Outreach for College of Natural Sciences, Get WET Center

Amy Woodis, Metro Wastewater Bill Schuster, College of BusinessAutumn Bjugstad, SPREE (The Greenway Foundation) Brian Bledsoe, College of Engineering

Bert Garcia, EPA Region 8Brian Dunbar, Institute for the Built Environment, College of Health and Human Sciences

Brandy Bertram, Colorado Open Lands Bruce Rhonda, Associate Dean in College of Liberal ArtsCelia VanDerLoop, North Denver Cornerstone Collaborative, City and County of Denver

Bruno Sobral, Director, One Health Institute

Chris Sturm, Colorado Water Conservation Board James Pritchett, College of Agricultural SciencesChristopher Martinez, Denver Office of Economic Development Jocelyn Hittle, CSU System OfficeDave Ellerbroek, AECOM Reagan Waskom, CSU Water Center, CO Water InstituteDevon Buckels, The Water Connection

Eric Hecox, S. Metro Water AuthorityDenver Design Meeting Attendees (December 8, 2015 and January 6, 2016)

George Oamek, CH2M Amy Parsons, Executive Vice Chancellor, CSU System

Hope Dalton, Tri-County HealthAndrew Warnock, Education & Outreach Center, College of Natural Sciences

Jeff Romine, Denver Office of Economic DevelopmentAutumn Bjugstad, SPREE Program, The Greenway Foundation

Jeff Shoemaker, Greenway Foundation Beth Walker (via phone), CSU College of BusinessJocelyn Hittle, CSU System Dave Ellerbroek, AECOM

Ken Wright, Wright WaterDevon Buckels, Water Connection and Greenway Foundation

Kirk Russell, Colorado Water Conservation Board Ed Nichols, History Colorado

Kristin Maharg, Colorado Foundation for Water EducationEric Shafran, North Denver Cornerstone Collaborative, Sii LLC

Lou Swanson, VP, Office of Engagement, CSU Greg Fisher, Denver WaterNicole Rowan, CO Department of Public Health and the Environment

Helene Gotthelf, CSU Institute for the Built Environment

Per Hogestad, Facilities, CSU James Eklund, Colorado Water Conservation BoardRachel Hansgen, Groundwork Denver Jeff Shoemaker, The Greenway FoundationReagan Waskom, CSU Water Center and CO Water Institute Jen Edwards, National Western Stock Show

Rusty Collins, Director, CSU Denver Extension OfficeJocelyn Hittle, Director, Denver Program Development, CSU System

Rachel Rambo, CSU Denver Extension Offce Kelly Leid, North Denver Cornerstone Collaborative, City and County of Denver

Sally Covington, Denver Water Ken Carlson, Civil Engineering, CSUSandra Haynes, One World One Water, Metropolitan State University

Kristin Maharg, Colorado Foundation for Water Education

Sarah Anderson, Department of Public Works, City and County of Denver

Laia Mitchell, Gates Family Foundation

Scott Gilmore, Department of Parks and Recreation, City and County of Denver

Nancy Walsh, Denver Museum of Nature and Science

Shaun McGrath, EPA Region 8 Per Hogestad, CSU FacilitiesSteph Rohdy, Colorado Open Lands Ryan Walsh, Denver WaterSteve Turner, History Colorado Sandra Hayes, Metro State UniversityWade Shelton, Trust for Public Land Sarah Anderson, City and County of Denver

Sarah Anderson, Denver Public WorksCSU Fort Collins Water Stakeholder Meeting (July 17, 2015) Scott Gilmore, Denver Parks and RecreationAllan Andales, Soil and Crop Sciences Theresa Connor, One Water Solutions Institute, CSUAmy Parsons, Executive Vice Chancellor, CSU System Thom Hadley, CVMBS, CSUBrad Udall, Senior Research Scientist, CO Water Institute Tom Cech, Metropolitan State UniversityChris Olson, CSU Stormwater Center Tom Gougeon, The Gates Family FoundationDana Winkleman, Colorado Cooperative Fish and Wildlife Research Unit, CSU

Zeke Campbell, Denver Water

David Freeman, Professor Emeritus, Department of SociologyJay Hamm, Soil and Crop SciencesJeff Steiner, Associate Dean for Research, College of Agricultural SciencesJocelyn Hittle, CSU SystemKeith Wood, CO State Forest ServiceLou Swanson, VP, Office of EngagementMazdak Arabi, Civil and Environmental Engineering, One Water Solutions InstitutePatty Rettig, Head Archivist, CSU Library Per Hogestad, CSU FacilitiesReagan Waskom, CSU Water Center, CO Water Institute

Appendix F

LEED scoresheet

LEED for New Construction v2.2 Registered Project Checklist

Yes ? No Reason not attainable11 4 Sustainable Sites 14 Points

Y Prereq 1 Construction Activity Pollution Prevention Required1 1 Credit 1 Site Selection 11 Credit 2 Development Density & Community Connectivity 1

1 Credit 3 Brownfield Redevelopment 11 Credit 4.1 Alternative Transportation, Public Transportation Access 11 Credit 4.2 Alternative Transportation, Bicycle Storage & Changing Rooms 11 Credit 4.3 Alternative Transportation, Low-Emitting & Fuel-Efficient Vehicles 11 Credit 4.4 Alternative Transportation, Parking Capacity 11 Credit 5.1 Site Development, Protect or Restore Habitat 1

1 Credit 5.2 Site Development, Maximize Open Space 11 Credit 6.1 Stormwater Design, Quantity Control 1

1 Credit 6.2 Stormwater Design, Quality Control 11 Credit 7.1 Heat Island Effect, Non-Roof 11 Credit 7.2 Heat Island Effect, Roof 11 Credit 8 Light Pollution Reduction 1

Yes ? No

2 3 Water Efficiency 5 Points

1 Credit 1.1 Water Efficient Landscaping, Reduce by 50% 11 Credit 1.2 Water Efficient Landscaping, No Potable Use or No Irrigation 11 Credit 2 Innovative Wastewater Technologies 1

1 Credit 3.1 Water Use Reduction, 20% Reduction 11 Credit 3.2 Water Use Reduction, 30% Reduction 1

9 8 Energy & Atmosphere 17 Points

Y Prereq 1 Fundamental Commissioning of the Building Energy Systems RequiredY Prereq 2 Minimum Energy Performance RequiredY Prereq 3 Fundamental Refrigerant Management Required

4 6 Credit 1 Optimize Energy Performance 1 to 10 10.5% New Buildings or 3.5% Existing Building Renovations 1 14% New Buildings or 7% Existing Building Renovations 2 17.5% New Buildings or 10.5% Existing Building Renovations 34 21% New Buildings or 14% Existing Building Renovations 4 24.5% New Buildings or 17.5% Existing Building Renovations 5 28% New Buildings or 21% Existing Building Renovations 6 31.5% New Buildings or 24.5% Existing Building Renovations 7 35% New Buildings or 28% Existing Building Renovations 8 38.5% New Buildings or 31.5% Existing Building Renovations 9 42% New Buildings or 35% Existing Building Renovations 10

1 2 Credit 2 On-Site Renewable Energy 1 to 31 2.5% Renewable Energy 1 7.5% Renewable Energy 2 12.5% Renewable Energy 3

1 Credit 3 Enhanced Commissioning 11 Credit 4 Enhanced Refrigerant Management 11 Credit 5 Measurement & Verification 11 Credit 6 Green Power 1

continued…Yes ? No

6 1 6 Materials & Resources 13 Points

Y Prereq 1 Storage & Collection of Recyclables Required1 Credit 1.1 Building Reuse, Maintain 75% of Existing Walls, Floors & Roof 1 new bldg1 Credit 1.2 Building Reuse, Maintain 100% of Existing Walls, Floors & Roof 1 new bldg1 Credit 1.3 Building Reuse, Maintain 50% of Interior Non-Structural Elements 1 new bldg

1 Credit 2.1 Construction Waste Management, Divert 50% from Disposal 11 Credit 2.2 Construction Waste Management, Divert 75% from Disposal 1 new bldg1 Credit 3.1 Materials Reuse, 5% 1 new bldg1 Credit 3.2 Materials Reuse,10% 1 new bldg

1 Credit 4.1 Recycled Content, 10% (post-consumer + ½ pre-consumer) 11 Credit 4.2 Recycled Content, 20% (post-consumer + ½ pre-consumer) 1

1 Credit 5.1 Regional Materials, 10% Extracted, Processed & Manufactured Region 11 Credit 5.2 Regional Materials, 20% Extracted, Processed & Manufactured Region 11 Credit 6 Rapidly Renewable Materials 11 Credit 7 Certified Wood 1

Yes ? No

12 3 Indoor Environmental Quality 15 Points

Y Prereq 1 Minimum IAQ Performance RequiredY Prereq 2 Environmental Tobacco Smoke (ETS) Control Required1 Credit 1 Outdoor Air Delivery Monitoring 1

1 Credit 2 Increased Ventilation 11 Credit 3.1 Construction IAQ Management Plan, During Construction 11 Credit 3.2 Construction IAQ Management Plan, Before Occupancy 11 Credit 4.1 Low-Emitting Materials, Adhesives & Sealants 11 Credit 4.2 Low-Emitting Materials, Paints & Coatings 11 Credit 4.3 Low-Emitting Materials, Carpet Systems 11 Credit 4.4 Low-Emitting Materials, Composite Wood & Agrifiber Products 1

1 Credit 5 Indoor Chemical & Pollutant Source Control 11 Credit 6.1 Controllability of Systems, Lighting 11 Credit 6.2 Controllability of Systems, Thermal Comfort 11 Credit 7.1 Thermal Comfort, Design 11 Credit 7.2 Thermal Comfort, Verification 11 Credit 8.1 Daylight & Views, Daylight 75% of Spaces 1

1 Credit 8.2 Daylight & Views, Views for 90% of Spaces 1Yes ? No

1 4 Innovation & Design Process 5 Points

1 Credit 1.1 Innovation in Design: Provide Specific Title 11 Credit 1.2 Innovation in Design: Provide Specific Title 11 Credit 1.3 Innovation in Design: Provide Specific Title 11 Credit 1.4 Innovation in Design: Provide Specific Title 1

1 Credit 2 LEED® Accredited Professional 1Yes ? No

41 23 6 Project Totals (pre-certification estimates) 69 PointsCertified: 26-32 points, Silver: 33-38 points, Gold: 39-51 points, Platinum: 52-69 points

*Note for EAc1: All LEED for New Construction projects registered after June 26th, 2007 are required to achieve at least two (2) points under EAc1.

Project Name: Water Resources CenterProject Address: Colorado State University