Architecture Studio Capstone Final by Kyle Redzinak

Block 48 Media Tech Center 1002 Valley Street, Seattle, WA 98109

Introduction Letter:

Block 48 Media Tech Center

April 28th, 2015 Rick W. Cherf School of Design and Construction Carpenter Hall, Box 642220 Pullman, WA 99164-2220 Re:

Block 48 Media Tech Center: Statement of Qualifications

The partnership of Sterling-Endeavor Northwest (SENW) is a team committed to meeting the opportunity of delivering this design build project. A team qualified to meet the requirements set forth by Vulcan for this project, and uniquely structured to provide value by meeting specific goals for the project: •

Securing LEED Gold

•

Maximizing Lean Principles (From Pre-construction to close-out)

•

Exceeding industry safety standards

Understanding Vulcan’s goals for the project, we have created a package that can be completed on an accelerated schedule while bringing a quality structure to be turned over. SENW is aware of the need for the project to be completed quickly to mediate the impact on the community, environment, and Vulcan’s desire for the building to be operational. SENW Architects, Project Manager and Lead Estimator will work closely together to coordinate procurement and cost of materials. This provides the team with an accurate prediction of lead times while simultaneously securing best pricing, putting construction one step ahead. Sterling-Endeavor Northwest is excited for the opportunity to work with Vulcan on this project and cultivate a long lasting relationship in the pacific northwest. With Regards,

STERLING DESIGN

Connor Willey, Project Executive Kyle Redzinak, Design Architect David Marshbank, Sr. Project Manager Jonathan Younce, Architect of Record Ephram Harsh, Head Estimator

SE NW

Table of Contents 1| PROJECT TEAM Endeavor Construction................................................................................... 5

Sterling Design.................................................................................................. 12 Sterling-Endeavor Northwest.......................................................................... 17 Organizational Chart....................................................................................... 18

2| DESIGN 2.1 Design Concept......................................................................................... 20

2.2 Exterior Site.................................................................................................. 22 2.3 Exterior Skin..................................................................................................23 2.4 Reuse of the Discovery Center................................................................. 24 2.5 Adding Value..............................................................................................25 2.6 LEED Checklist............................................................................................. 27 2.7 Callison Matrix.............................................................................................29 2.8 Architectural Drawings.............................................................................. 32

3| ESTIMATE 3.1 Estimate Summary......................................................................................40

3.2 Equipment................................................................................................... 41 3.3 Preconstruction Services............................................................................43 3.4 General Conditions.................................................................................... 45 3.5 General Conditions Cash Flow................................................................. 47 3.6 Substructure Estimate.................................................................................53 3.7 Superstructure Estimate............................................................................. 57 3.8 Project Summary........................................................................................ 60 3.9 Digital Tree Workup.................................................................................... 61 3.10 Preliminary Project Description............................................................... 62

4| SCHEDULE 4.1 Preliminary Baseline Schedule.................................................................. 92

4.2 Summary of Critical Path...........................................................................100 4.3 Risk Mitigation............................................................................................. 101 4.4 Roles and Responsibilities.......................................................................... 102

5| SITE LOGISTICS 5.1 Site Logistics Summary............................................................................... 104

5.2 Site Preparation.......................................................................................... 105 5.3 Excavation.................................................................................................. 106 5.4 Swing Radius............................................................................................... 107 5.5 Laydown Area............................................................................................ 108 5.6 Safety........................................................................................................... 109

1 I PROJECT TEAM

SE NW STERLING DESIGN

PROJECT TEAM

Endeavor Construction

DESIGN ESTIMATE

Connor Willey - Project Executive Ephram Harsh - Head Esitmator David Marshbank - Sr. Project Manager

SITE LOGISTICS

Endeavor Construction was established in 1979 based in the Bay Area of California. Within a few short years Endeavor broke into the growing tech market in our home office in San Jose. When the company sought to expand, it became apparent that the South Lake Union district of Seattle is huge opportunity for a tech market expansion. Partnering with a local experienced architecture firm, Endeavor brings steady financial backing and sufficient bonding power to complete this project proposed by Vulcan. Endeavor has complete commitment to the community in which we work, which we will bring with us to SLU.

SCHEDULE

Experience

Project Executive

Hometown: Mukilteo, WA College: Washington State University Degrees: Bachelor of Science in Architectural Studies

PROJECT TEAM

Connor Willey

Bachelor of Science in Construction Management Employed: 1994 - Present

Live Green Center - Millcreek, WA The Live Green Center is an organic food processing facility in Mill Valley, utilizing native materials, innovative construction methods, and low-impact operations to result in net zero energy expenditure. BIM modeling was heavily involved during the pre-construction of this project to improve scheduling, logistics, and minimize the impact of delays. Computer controlled robotics control the washing, storage, and packing of produce to maximize efficiency and minimal contamination.

SITE LOGISTICS

SCHEDULE

Expedia Branch Headquarters - San Francisco, CA The Expedia Branch Headquarters was constrained to a very tight timeline and budget. Our team was able to complete it under budget and ahead of schedule by utilizing advanced lean techniques and methods. The project also received a LEED platinum certification by using various recycling methods and a state of the art HVAC system. The result was a project that exceeded the expectations of the client while positively impacting the community surrounding it.

ESTIMATE

Projects

DESIGN

Work Experience: Connor has over 20 years of management experience in commercial construction. He has accumulated more than 15 of those years in the Bay Area of California working with multiple tech firmsâ&#x20AC;&#x2122; expansion projects. Connor has been a project manager on multiple commercial buildings ranging from small expansions to multistory headquarters for fortune 500 companies. Before moving to Seattle to take the role of Project Sponsor he recently completed the headquarters for Expedia in San Francisco as the Senior Project Manager. He is excited to return to the Pacific Northwest in order to pursue the South Lake Union tech industry boom.

  

Experience 



DESIGN



Skanska USB Summer internship working on 400 Fairfield; supervised by Ben Lamb, PM. Responsible for RFI/ASI process, submittal reviews, subcontractor coordination, site progress recording, MSDS updating, drafting an existing tree protection plan,self-perform trend analysis, cost forecasting, structural take-offs, invoice tracking, punch-list itemizing. Home Renovation Designed and constructed the conversion of a carport into a high efficiency 510sqft apartment. Included construction drawings, material/cost estimates, labor from concrete through finishes. Deck Replacement Created preliminary and final drawings for a replacement backyard deck; conversion to composite decking to address previous water damage and maintenance issues. Demonstrated construction labor from demolition to final finishes and completion.

PROJECT TEAM

Connor Willey 

Education // Skills

 

Washington State University - Pullman, WA - May 2015 Graduation Bachelor of Science in Construction Management. Bachelor of Science in Architectural Studies. Construction GPA: 3.65 Bluebeam Revu // Prolog // MS Office // Primavera P6 // Adobe Creative Suite Document control, submittal/RFI process, quantity takeoffs, scheduling, informational and graphic diagramming. Autodesk Revit // AutoCAD // 3dsMax // Rhino 5 // Grasshopper // Sketchup Building Information Modeling, 3D Models for detailing, clash detection and construction documents.

ESTIMATE



Clubs // Honors



 



SITE LOGISTICS

  

Sigma Lambda Chi - International Honor Society for Construction - WSU Chapter Masonry Competition Advisor Teaching assistant/advisor for the annual WSU Masonry Competition, providing underclassmen with critiques to strengthen their projects and teaching them proper detail sections over five weeks. Demonstrated extensive knowledge of masonry assemblies and details to assist and advise projects. NAAB Accreditation University of Minnesota Accreditation Renewal - Visiting Team Member Washington State University - Work selected by school director for exhibition. WSU Associated Students of Construction Management WSU American Institute of Architecture Students National West Quadrant Director Candidate: 2014-15 Runner-up. Chapter President: 2013-14. Incoming Students Ambassador - WSU School of Design and Construction Pullman Red Brick Roads - National Historic Registrar Application Palouse Habitat for Humanity Hands-on experience volunteering with other AIAS/ASCM members to build homes for low income families. WSU Outstanding Sophomore Student in Architecture

SCHEDULE

 

Head Estimator

Hometown: Pullman, WA College: Washington State University Degree: Bachelor of Science in Construction Management Employed: 1997 - Present

PROJECT TEAM

Ephram Harsh

Work Experience: Ephram has over 18 years of management

DESIGN

and estimating experience in commercial construction. He has successfully estimated more than 25 projects for Endeavor Construction as well as assuming the role of project manager for multiple projects. He moved to California following the dotcom boom in the early 2000â&#x20AC;&#x2122;s, and is continuing to pursue the industry by returning to Seattle with Sterling-Endeavor.

Projects

SITE LOGISTICS

SCHEDULE

San Jose Community Science Centrer With the surge of construction following the tech industry boom of the early 2000â&#x20AC;&#x2122;s, San Jose sought to create a larger community center to showcase their unique culture. With a focus on technology exhibits, the skin and structure of the building was designed with these principles in mind, creating a flexible, adaptable building with the ability to be updated and transformed. Endeavor Construction utilized BIM and lean construction methods to reduce scheduling delays, improve coordination and improve performance on the jobsite without negatively impacting the environment.

ESTIMATE

Experience:

Roofer Eagle Roofing, Moscow, ID 2010 (Summer) Worked on residential roofs throughout Moscow and Pullman. In charge of tear-off and applying water and ice shield along with felt underneath shingling. Flat roof work on a school and with an apartment complex. Flat roof work was done using an emulsion roofing system surfaced with an aluminum reflective coating.

Education:

Bachelor of Science

Certifications / Skills:

Construction Management Minor in Business Administration Washington State University Anticipated Graduation May 2015

OSHA 30 certification, CAPM

Proficient in AutoCAD, BIM, Primavera, and Microsoft Office programs WSU Associated Students of Construction Management

SITE LOGISTICS

Certification of Completion for the DBIA Fundamentals of Project Delivery, Principles of Design-Build, Contracts and Risk, and Post Award courses.

Extra-curricular

SCHEDULE

Bartender/Manager Uniontown Community Club, Uniontown, WA 2010-Present Duties include serving drinks and food, closing out the till at the end of the night and cleaning tasks. As head bartender I am also in charge of scheduling and training of new employees.

ESTIMATE

Supervisor FAB-MECH, Lewiston, ID 2011-2013 (Summers) Supervised a base coating crew that traveled around and sealed bins with a base coating product. Helped construct and oversaw work being performed in building grain bin storage units throughout Washington, Idaho, and Oregon. This included doing the concrete foundation work as well as putting up the bin. Sizes of bins put up varied from 20 to 60 feet. Worked in their fabrication shop putting together transport augers for loading grain bins among other jobs. Largest transport auger put together was 71 footer. Put up residential fencing in Palouse, WA.

DESIGN

Internship Watts Constructors, Gig Harbor, WA 2014 (Summer) Summer internship worked under PM Brian Knadler helping with bids and on projects out of their Gig Harbor office. Helped win a $25,000,000 bid for a railcar complex structure on the Navy base in Bremerton, WA. Was in charge of aquiring bids from specialty contractors, by assisting and working with them, for flooring, expansion joints, doors, and pre-fabricated structures. Helped in acquiring bids from specialty contractors in Great Falls Montana for a $10-25 million C130 Hanger. Helped bid on a $24-40 million AAC hanger going up in Seattle, WA on JBLM. Helped analyze quotes on bid day, did quantity takeoffs, submitted RFIâ&#x20AC;&#x2122;s, and helped with submittals for a variety of projects.

PROJECT TEAM

Ephram Andrew Harsh

5621 Johnson Rd, Pullman, WA 99163 Email: ephram_89@hotmail.com Phone: (509) 338-5459

Sr. Project Manager

Hometown: Snohomish, WA College: Washington State University Degree: Bachelor of Science in Construction Management Employed: 2000 - Present

PROJECT TEAM

David Marshbank

Work Experience: David has over 15 years of management

DESIGN

experience in civil and commercial construction. He has accumulated more than 8 of those years in the Bay Area of California managing commercial projects for Endeavor. David has been a project manager on more than 5 large commercial projects including a multistory headquarters for a fortune 500 company. Before moving to Seattle to take the role of Senior Project Manager, he recently completed the headquarters for Expedia in San Francisco as a Project Manager.

Projects

SITE LOGISTICS

SCHEDULE

Cal State Chico School of Engineering Expansion - Chico, CA Chico Stateâ&#x20AC;&#x2122;s engineering department was long in need of renovation and addition until this expansion was built in the early 2000â&#x20AC;&#x2122;s. To minimize the impact on the indigenous foliage of the area, the building is dense and tall, surrounding a courtyard center for students to relax in during breaks. Xeriscaping was of high importance to minimize maintenance on new plant life. Additional care was taken during construction to maintain as much of the original vegetation as possible.

ESTIMATE

15311 76th St. Snohomish, WA 98290 Phone: (360)348 0890 Email: David.Marshbank@email.wsu.edu Native American of the Karuk Indian Tribe EXPERIENCE:

PROJECT TEAM

David C. Marshbank Jr.

Intern: Kiewit Bridge and Marine, Federal Way, WA 2014(Summer)

Intern: Graham-Marshbank JV, Lake Stevens, WA 2013(Summer)

Worked for a Joint Venture company completing a design build project for WSDOT constructing round-a-bouts in the city of Lake Stevens. Assumed position of Project Engineer for Marshbank Construction a subcontractor to the JV as well as quality control rep. for the JV Company. Preformed daily submittal packages of material, job diaryâ&#x20AC;&#x2122;s and time for all Subcontractors to owner.

Preformed force account on multiple different projects under direction of project managers. Billed for rented equipment and correspondence for equipment rates to Kiewit/General/Manson, AJV on the SR 520 Evergreen Point Floating Bridge Approach. Subcontract for Skanska USA on Alaska Way Viaduct Replacement South Holgate Street to South King Street Stage Two Performed daily tracking along with processing of force account and extra work orders by general contractor in excess of $1 Million assigned. Tracked force account and updated FA logs under subcontract for Kiewit-Massman, AJV on the South Park Bridge Replacement Project. Company Prime on SR 522 IMP at 96th Ave N.E. for City of Bothell worked on material and time tracking for mass excavation as well as Updating As-Builtâ&#x20AC;&#x2122;s. Company Prime on Aurora Corridor Improvement Project for City of Shoreline worked on force account and helped with erosion control.

Construction Management 2015 Washington State University

CLASSES COMPLETED:

DBIA Project Delivery Systems Estimating 1 and 2 Structures 1 and 2 OSHA 30: Safety and Health Senior Capstone Cost Management

Leadership and Human Productivity in Construction Construction Documents Materials 1 and 2 AutoCAD Design Scheduling BIM Design

SITE LOGISTICS

Bachelor of Science Graduation Date

SCHEDULE

EDUCATION:

ESTIMATE

Intern: Marshbank Construction, Lake Stevens, WA 2011 to 2012(Summer)

DESIGN

Started the summer in the estimating office coordinating DBE/MBE for the WEST Approach Bridge North estimate. Moved to Boeing Fredrickson plant where I helped put together work plans and took on daily project engineering tasks.

STERLING DESIGN

PROJECT TEAM

Sterling Design

DESIGN ESTIMATE

Kyle Redzinak - Design Architect Jonathan Younce - Architect of Record

Sterling Design has experience with tech projects in the greater Seattle area and commits to bring the best value possible for its client and community, utilizing lean methodologies and BIM software in all projects. Sterling Design has been in the Seattle area for 20 years, designing buildings for functionality and sustainability unique to the area. Partnering with Endeavor Construction, Sterling Design will get the financial backing to pursue large designbuild projects in the South Lake Union area.

SITE LOGISTICS

SCHEDULE

Experience

Design Architect Hometown: College: Degree: Employed:

Tacoma, WA Washington State University Bachelor of Science in Architectural Studies 1994 - Present

PROJECT TEAM

Kyle Redzinak Architectural Licenses: WA, OR Work Experience: Kyle has over 20 years of comprehensive

Costco Campus Expansion - Redmond, WA This LEED Gold expansion serves as a training facility for new employees while providing the public a glimpse of the inner workings of Costco. Multiple media-focused lecture and meeting spaces allow both private training for employees, and public lectures for the community to understand Costco’s business processes from the farm to the consumer. To extrapolate on this theme, an exhibit to the construction process used in building this expansion is showcased, demonstrating that the Costco values spread throughout all of their business ventures.

SITE LOGISTICS

SCHEDULE

Xbox Virtual Center - Bellevue, WA Microsoft requested for a new building to exhibit the latest technology of their gaming industry. The building boasts multiple 3D experiences, enclosed virtual reality videos and game demos all powered by their newest consoles. The skin of the building is designed to provide as much energy as possible for the demanding technology, and the envelope reduces heat exchange to a small margin. During construction, Microsoft provided new software for 3D modeling and scheduling for the contractor, again powered by their Xbox hardware to showcase the processing capabilities.

ESTIMATE

Projects

DESIGN

experience in all phases of architectural services and design. With over 25 projects designed, he has worked on a variety of building types ranging from tech centers, schools, community centers, high-rise condominiums, libraries, and mixed-use office space. He has a thorough knowledge and understanding of the Pacific Northwest region’s culture, people, transportation, style and environment. In Seattle’s recent population and development explosion, his team has been at the forefront of the design and development of the tech industry.

Education

Washington State University Pullman, WA Master of Architecture

PROJECT TEAM

Kyle Redzinak

2200 NE Westwood Dr. Apt. E104 Pullman, WA 99163 kyle.redzinak@email.wsu.edu 253-861-5341

Anticipated Completion: 2016

Bachelor of Science Architectural Studies 2011-2015 Cumulative GPA: 3.52

Experience + Skills

Graduate Teaching Assistant 01/2015 - 05/2015

Undergraduate Design Studio I-VI 08/2011 - Present

Through two pre-certified and six design studios, I have worked on a wide range of projects including a school, library, refueling station, educatorium, and housing for Shenzhen, China. These projects required collaboration with a team and interaction with different professors and the use of digital and handcrafted means to get my design ideas across.

DESIGN

History of Interior Design 498 Teaching Assistant where I graded projects, kept track of attendance, and helped the instructor get materials together for the class.

Norpoint Entertainment Supervisor 05/2013 - Present (Seasonal)

Games Supervisor where I managed employees, re-stocked prizes, interacted with guests, handled money, handled complaints, and cleaned the booths. This position improved my intra-personal, communication, team work, and money handling skills.

Ecology Youth Corps 06/2007 - 07/2007 & 07/2008 - 08/2008 (Seasonal)

Computer Skills

Adobe Illustrator, Photoshop, InDesign, Acrobat, Google Sketch-Up, Rhinoceros, Grasshopper, AutoCAD, Vasari, Microsoft Word, Microsoft PowerPoint, Microsoft Excel

Architectural Travels 2012 Architecture Study Tour | Seattle, WA 2013 Summer Study Abroad | Italy 2013 Architecture Study Tour | San Francisco, CA 2014 Architecture Study Tour | Chicago, IL

Travels + Activities

Conferences Attended

2014 West Quad Conference | Honolulu, HI 2014 Forum Conference | Nashville, TN 2015 West Quad Conference | Seattle, WA

The Seattle West Quad was hosted by Washington State University in which I helped make the nametags, organize and lead tours, set up equipment and gear, register attendees and set up the Beaux Arts Ball

SCHEDULE

American Institute of Architecture Students Treasurer: April 2014 - Present Member: August 2013 - Present

ESTIMATE

Freeway Cleaner where I picked up trash and recyclables on stretches of freeway and stay aware of potential hazards. This position was very rewarding in the fact that I got to make Washingtonâ&#x20AC;&#x2122;s roads cleaner and safer and was a great experience to have.

Volunteering Moscow Mountain Biking Trails Intramural Collegiate Sports

Basketball + Flag Football + Dodgeball

ACM-Harmon/Silliman Presidential Scholarship Integrus Scholarship

Scholarships

SITE LOGISTICS

Cleared duff, debris, and dirt for new trails, constructed retaining walls for parts of the trail, and built wooden bridges over small gaps for bikers to pass safely over.

Architect of Record

Hometown: College: Degree: Employed:

Pullman, WA Washington State University Bachelor of Science in Architectural Studies 1998 - Present

PROJECT TEAM

Jonathan Younce

Architectural Licenses: WA, MT, ID community development and technical design. He has worked in cooperation with dozens of designers on over 30 projects. These include a variety of infrastructure and civil projects, including bridges and their associated buildings.

DESIGN

Work Experience: Jonathan has 17 years of experience in

Projects

SITE LOGISTICS

SCHEDULE

ESTIMATE

I-5 Corridor Cultural Center - Shoreline, WA With the increase of globalization, and the sudden influx of new people, ideologies and cultures to the Seattle area, a center was proposed to educate the community of the area’s history. Using native materials and vernacular design, the center seeks to educate on Seattle’s history from the time of Lewis & Clark up through the 2000’s tech boom. LEED Gold was attained, as the construction process maximized material recycling and reduced environmental impacts well below industry standard

210 SW Kimball, Pullman, WA 99163∙5093323329∙jonathan.younce@email.wsu.edu

Jonathan Younce

DESIGN ESTIMATE SCHEDULE SITE LOGISTICS

Previous Employment: >Employer: David Younce >Dates Employed: June 2011August 2011 >Phone: (360) 8862411 >Title: Drafter >Duties: Drafting of Architectural Plans, General Maintenance such as fence building, digging, and painting. Current Employment: >Employer: Larry Harrison >Dates Employed: 2012present; summer employment >Phone: (509) 6483285 >Title: Labourer >Duties: Pressurewashing, concrete repair, bin sealing, roofing, general labour. Skills/abilities/qualifications: Good at hands on work, well acquainted with the uses of many power tools (bandsaw, tablesaw, drill press, etc) Enjoy fixing things/problem solving Sheetrocking/mudding/taping Landscaping Painting Woodworking (framing, sanding, etc) Good with computers Barbed wire fencing Demolition Shrub removal and tree trimming Excavation Volunteer Work: Whitman County Human Society Habitat for Humanity Education: >High School: Pullman Christian School >College: Washington State University 16

PROJECT TEAM

STERLING - ENDEAVOR

DESIGN ESTIMATE

Core Values

Innovation: We are at the forefront in the construction industry at developing innovative ways to get our projects done within budget, time, and to the highest quality. We facilitate lean methodology in all phases of a project as well taking advantage of BIM in designing and constructing. We boast individuals willing and able to think outside the box to complete a project beyond our clientâ&#x20AC;&#x2122;s expectations and satisfaction.

Integration: We know the value of involving all participants in all phases of a project and prove it by the way our projects are run. Our success can be attributed directly the diversity of our company and those we do business with. Our ability to integrate all different backgrounds, skills, and professions gives us an edge on completing complex projects effectively. SENW gathers top professionals from both the design and construction industries under one company in order to maximize integration within the project teams.

SITE LOGISTICS

Integrity: We believe being true to ourselves, and being honest to those that we work with is of the upmost important. SENW strives to uphold the ethical values our reputation was founded on throughout all of our past separate endeavors. We pride ourselves on attaining one of the highest safety ratings in the industry and fulfilling our commitment to keeping our workers and the community safe at all times. Our promise to the environment is displayed with our sustainable practices on all of our projects. Our devotion to honesty, respect, and hard work has given us repeat business with multiple clients and we are a favorite among subcontractors to work with.

SCHEDULE

Jonathan Younce - Architect of Record Kyle Redzinak - Design Architect Connor Willey - Project Executive Ephram Harsh - Head Esitmator David Marshbank - Sr. Project Manager

PROJECT TEAM

Organizational Chart Vulcan Owner

Partnership

Sterling Design

Endeavor Construction

Architect

Contractor

DESIGN

Sterling-Endeavor Northwest

Connor Willey

Kyle Redzinak

Jonathan Younce

Dave Marshbank

Ephram Harsh

Design Architect

Architect of Record

Sr. Project Manager

Head Estimator

Engineering Consultant

Safety Director

Specialty Consultant

Landscape Architect

Key Subcontractors

Senior Superintendent

Concrete Superintendent

HVAC

Steel Superintendent

Geotech Engineer

Plumbing & Fire Protection

Carpentry Superintendent

Electrical

SITE LOGISTICS

BIM Specialist

SCHEDULE

Interior Design Consultant

ESTIMATE

Project Executive

2 I DESIGN

The Site as a Motherboard

The computer represents technology and the site functions as pieces that make up the three main components of a computer:

PROJECT TEAM

2.1| Design Concept GPU (Graphics Processing Unit) CPU (Central Processing Unit) PSU (Power Supply Unit)

DESIGN ESTIMATE SCHEDULE

Motherboard

CPU SE NW

PSU 20

SITE LOGISTICS

GPU

GPU: graphics being the most high tech CPU: processing unit being the central hub of the site PSU: power supply being provided by the museum spaces of large screens

DESIGN

The walkways between the buildings represent the wires that connect these pieces together and how these buildings work together to create a cohesive design and interesting experience

PROJECT TEAM

High Tech zone: Graphics Processing Unit (GPU) Discovery Center: Central Processing Unit (CPU) Museum zone: Power Supply Unit (PSU)

ESTIMATE

Project Site

Motherboard

Museum Zone

High Tech Zone

SCHEDULE

Walkway (Wired Connections)

Discovery Center

CPU

SE NW

PSU

SITE LOGISTICS

GPU

Enhancing the Pedestrian Experience

The first floor frontages of the buildings are pulled back three feet with large store front windows to engage the passerby with the theme and goods located inside

PROJECT TEAM

2.2| Exterior Site

Two wide prominades extend from the existing sidewalk and spills out onto the existing park DESIGN

Passerbys will enjoy an exciting LED display coming from the exterior skin of the structures and the five digital trees highlighted in the center of the prominades An outdoor patio connected to the cafe allows passerbys to relax with some food or drinks made by robots

Five digital trees enhance the site’s montray and interest with their intricacy, height, vegetation and interactive LED lighting system that peaks an untapped interested in people that experience these trees (seen below)

Recycled Steel Hollow Tube Supportive Tube Steel Rings

17’ - 6”

LED Light Strips Mounted on Tube Steel

10’ - 0”

SCHEDULE

Virginia Creeper Bushes at Top

Recycled Steel Hollow Tube

ESTIMATE

The building’s exterior perforated skin panelling protrudes above the passerbys to envelope the pedestrian into the building without actually being in the building

Aluminum Handrail

Trex Decking

29’ - 4”

6’ - 0”

Steel Supported Pedestrian Bridge

Structural Concrete Slab

Digital Tree Plan 5/16" = 1'-0"

SE NW

Digital Tree Section 5/16" = 1'-0"

SITE LOGISTICS

Virginia Creeper Planted at Base

Connecting Concept w/ Design

The perforated metal panels are directly inspired by the sleek look of a computer case. This element was used to fully integrate the concept with the design to give the building a smooth and unique texture.

PROJECT TEAM

2.3| Exterior Skin

DESIGN The perforated metal panels are not only recycled, but act as a shading device for parts of the curtain wall on the East and South facades. This ultimately allows light to pass through but significantly reduces the heating load that the huge glass panels can let in.

ESTIMATE

Enhancing Performance

SCHEDULE

SITE LOGISTICS

SE NW

DESIGN

With the Discovery Center being modular in nature, it was made to be disassembled and relocated with relative ease. We want to take full advantage of this and disassemble the whole center and adaptively reuse the curtain walls, structural steel beams and siding as well as recycling the concrete foundation. All these reuses helps the project achieve a higher LEED rating, adds value and innovation to the construction process and helps close the loop for some of the materials so that time, money and energy is saved through this process.

PROJECT TEAM

2.4| Reuse of the D.C.

ESTIMATE SCHEDULE

Exterior Walls

Curtain Wall

SE NW

SITE LOGISTICS

Steel Beams

Building Information Modeling (BIM) BIM technology was heavily used in the project to ensure optimum solutions. This means less time scheduling, planning and searching for costly problems in the construction phase. This technology is estimated to save up to 30% of the time and money needed to complete this project which allows a quicker closeout and turnover to the owner.

Glass Fiber Reinforced Concrete Panels This material rainscreen was selected as oppose to brick, stone, concrete, metal, or any other exterior finish because it allows for a lightweight design that can be any color, texture, or shape. These panels are easy to install, 80% lighter than precast concrete cladding, have a long life expectancy (especially in all types of weather) and allow for a very felxible and dynamic design.

Trex Decking This type of decking was selected rather than wood, bare or finished concrete, tile, or other similar flooring material because of its ambundance and sustainability aspect of being recycled plastics and wood. These recycled materials help reduce waste into a beautiful and durable decking that can be any color, texture, and shape imaginable.

Mechanical HVAC Our systems use extended comfort which includes employing concepts such as providing warmer, but drier air using desiccant dehumidification in summer, or cooler air with warmer windows and warmer walls in winter. In addition, high-performance HVAC can provide increased user thermal comfort, and contribute to improved indoor environmental quality (IEQ).

Recycled Concrete Contractors Concrete Recycling is a local concrete recycling plant only 20 minutes from downtown Seattle. This company will except any type of concrete with any kinds of metal or aggregate in it for a flat rate of $40 per truck full. This process will be used to recycle the Discovery Centerâ&#x20AC;&#x2122;s foundation and reuse the recycled concrete for the new foundations and parking garage on the site.

SE NW

SITE LOGISTICS

Lighting We chose to use a Philips Color Kinetics professional LED lighting system which has the capability of colorchanging, tunable white, solid white, and solid color LED lighting fixtures which deliver high-quality, digitally controllable light in the full range of interior and exterior architectural and entertainment applications. This system also uses 50% less energy than typical flouresent lighting.

SCHEDULE

Low-e Emitting Insulated Glass Our Low-e coatings are used to minimize the amount of ultraviolet and infrared light that passes through the glass without compromising the amount of visible light that is transmitted. When the interior heat energy tries to escape to the colder outside during the winter, the low-e coating reflects the heat back to the inside, reducing the radiant heat loss through the glass. The reverse happens during the summer time. Low flow, high pressure plumbing

ESTIMATE

Perforated Recycled Steel Panels These panels were selected because they better fit the concept-based aesthetic that the building needed to have the look of a computer case. These slick panels not only help unify tie the design to the concept, but are great lightweight shading devices that are connected to the structural steel frame. The panels also make a great base to wire LED light strips to, to help illuminate the skin and further the concept-design relationship.

DESIGN

Reused Shell of the Discovery Center (Steel supports, curtain wall, shiplap siding) The benefit of reusing the Discovery Centerâ&#x20AC;&#x2122;s shell is tremendous which allowed the creation, use, wasting and transportation of less material which is highly sustainable. The inherent design of the Discovery Center is modular, allowing assemblies and pieces to be easily unbolted and moved. This was the concept behind the successful reuse of the shell, which was unbolted, dismantled and stored nearby until the construction phase of the Media Tech Center proceeded.

PROJECT TEAM

2.5| Adding Value

Project: Block 48

DESIGN

Item Description

ESTIMATE

TRC?

Accept/ Reject/ Maybe

SCHEDULE

Cost

SITE LOGISTICS

Comment

Cost Located in General Conditions of Estimate

Potential VE Amount

Included

Cost Located in General Conditions of Estimate

Estimate Amount

Included

Cost Located in Estimate

General Conditions and Allowances

Included

Cost Located in Estimate

Exterior Skin Elements Reuse of shell for Discovery Center

Included

BIM-(Clash Detection, RFI Coordination, MEP Coordination)

Included

Recycle Concrete

GFRC Panels

170,116 Change to Low E Glass addition of $170,116

Cost Located in estimate $

Included 909,751

Included 739,635

Included $

92,897 20% increase over Fluorescent

Cost Located in Estimate

Included

Cost located in Estimate

Included

557,382

Included

$464,485

Included

Perferated Recyced Steel Panels Low Emitting Insulated Glass

Interior Finishes LED Lighting

Sitework and Site Improvements Recycled Material Trex Decking

MEP/Elevators High Performance Refridgent Variable Flow

SE NW

PROJECT TEAM

2.5.1| Value Spreadsheet

PROJECT TEAM

2.6| LEED Checklist LEED-NC Version 2.2 Registered Project Checklist

<< Block 48 Media Tech Center >> << Seattle, WA >> Yes

Sustainable Sites Prereq 1 Credit 1 Credit 2 Credit 3 Credit 4.1

Credit 4.3 Credit 4.4 Credit 5.1 Credit 5.2 Credit 6.1 Credit 6.2

N N Y Yes

Credit 7.1 Credit 7.2 Credit 8

1 1 1 1 1 1 1 1 1 1 1 1 1

Credit 1.1 Credit 1.2

N Y

Credit 2 Credit 3.1

Credit 3.2

5 Points

Water Efficient Landscaping, Reduce by 50% Water Efficient Landscaping, No Potable Use or No Irrigation Innovative Wastewater Technologies Water Use Reduction, 20% Reduction Water Use Reduction, 30% Reduction

1 1 1 1 1

Energy & Atmosphere Prereq 1 Prereq 2 Prereq 3 Credit 1

N Y Y Y

Credit 2 Credit 3 Credit 4 Credit 5

Credit 6

Fundamental Commissioning of the Building Energy Systems Minimum Energy Performance Fundamental Refrigerant Management Optimize Energy Performance On-Site Renewable Energy Enhanced Commissioning Enhanced Refrigerant Management Measurement & Verification Green Power

SE NW

Required Required Required 4 1 to 3 1 1 1 1 continuedâ&#x20AC;Ś

SITE LOGISTICS

Y Y Y Y

17 Points

SCHEDULE

Y Y

Water Efficiency

Yes

Required

ESTIMATE

Y Y Y Y Y Y

Credit 4.2

Construction Activity Pollution Prevention Site Selection Development Density & Community Connectivity Brownfield Redevelopment Alternative Transportation, Public Transportation Access Alternative Transportation, Bicycle Storage & Changing Rooms Alternative Transportation, Low-Emitting and Fuel-Efficient Vehicles Alternative Transportation, Parking Capacity Site Development, Protect of Restore Habitat Site Development, Maximize Open Space Stormwater Design, Quantity Control Stormwater Design, Quality Control Heat Island Effect, Non-Roof Heat Island Effect, Roof Light Pollution Reduction

DESIGN

Y Y Y Y Y

14 Points

Materials & Resources Y Y

Prereq 1 Credit 1.1

N Y Y

Credit 1.3 Credit 2.1

N N Y Y

Credit 2.2 Credit 3.1 Credit 3.2 Credit 4.1

Credit 4.2 Credit 5.1

N Y Y

Credit 5.2 Credit 6 Credit 7

Storage & Collection of Recyclables Building Reuse, Maintain 75% of Existing Walls, Floors & Roof Building Reuse, Maintain 100% of Existing Walls, Floors & Roof Building Reuse, Maintain 50% of Interior Non-Structural Elements Construction Waste Management, Divert 50% from Disposal Construction Waste Management, Divert 75% from Disposal Materials Reuse, 5% Materials Reuse,10% Recycled Content, 10% (post-consumer + ½ pre-consumer) Recycled Content, 20% (post-consumer + ½ pre-consumer) Regional Materials, 10% Extracted, Processed & Manufactured Regionally Regional Materials, 20% Extracted, Processed & Manufactured Regionally Rapidly Renewable Materials Certified Wood

Prereq 1 Prereq 2 Credit 1 Credit 2 Credit 3.1 Credit 3.2 Credit 4.1 Credit 4.2 Credit 4.3 Credit 4.4 Credit 5 Credit 6.1 Credit 7.1 Credit 7.2 Credit 8.1

1 1 1 1 1 1 1 1 1 1

Credit 8.2

15 Points

Minimum IAQ Performance Environmental Tobacco Smoke (ETS) Control Outdoor Air Delivery Monitoring Increased Ventilation Construction IAQ Management Plan, During Construction Construction IAQ Management Plan, Before Occupancy Low-Emitting Materials, Adhesives & Sealants Low-Emitting Materials, Paints & Coatings Low-Emitting Materials, Carpet Systems Low-Emitting Materials, Composite Wood & Agrifiber Products Indoor Chemical & Pollutant Source Control Controllability of Systems, Lighting Controllability of Systems, Thermal Comfort Thermal Comfort, Design Thermal Comfort, Verification Daylight & Views, Daylight 75% of Spaces Daylight & Views, Views for 90% of Spaces

Required Required 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Innovation & Design Process Credit 1.1 Credit 1.2

N N Y

Credit 1.3 Credit 1.4 Credit 2

5 Points

Innovation in Design: Perforated Panels for Skin Innovation in Design: Low-e Emitting Insulated Glass Innovation in Design: Provide Specific Title Innovation in Design: Provide Specific Title ®

LEED Accredited Professional

1 1 1 1

Project Totals (pre-certification estimates) Certified 26-32 points Silver 33-38 points Gold 39-51 points Platinum 52-69 points

SE NW

69 Points

SITE LOGISTICS

Y Y

SCHEDULE

Credit 6.2

Yes

ESTIMATE

Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y ?

Indoor Environmental Quality

Yes

Required

DESIGN

Yes

Credit 1.2

13 Points

PROJECT TEAM

Yes

1.1.2 COMMUTING Matrix by Callison - 1.0 Energy

1.1 Site Form and Massing

2.7| Using the Callison Matrix LINKS

1.1 Site Form and Massing

http://en.wikipedia.org/wiki/Sustainable_transport http://trb.metapress.com/content/604721j12711j20v/ LINKS http://www.embarq.org/ http://en.wikipedia.org/wiki/Sustainable_transport http://www.sustainable-mobility.org/ Matrix by Callison Energy - 1.0 Energy Matrix by- 1.0 Callison http://trb.metapress.com/content/604721j12711j20v/ http://www.sutp.org/ http://www.embarq.org/ http://www.sustainable-mobility.org/ COST $$$$$ http://www.sutp.org/

1.1.2 COMMUTING

PROJECT TEAM

1.1.2 COMMUTING

1.1 Site Form and Massing INTENT

Site COST 1.1 $$$$$ LINKS

Form and Massing

COST $$$$$

http://www.sustainable-mobility.org/ http://www.sutp.org/ Mass transit choices and their integration, economic incentives, institutional reforms, land use changes and technological innovation. COMPONENTS PROCESS

ESTIMATE

Analyze site-specific transportation options. Give preference to mass transit solutions, urban sites with built-in transportation infrastructure, and pedestrian zones with access to a variety of services. Avoid locations that promote single occupancy automobiles. Evaluate what can PROCESS INTENT be done to enhance a given site’s transportation options. Add strategies that enhance surrounding transportation opportunities; i.e. provide COST $$$$$ Analyze site-specific transportation options. preference to mass transit solutions, urban sites built-in transportation infrastructure, Select thatfor provide easy access closeGive proximity to public transportation, basic services and residential Promote alternate low bicyclesites parking sites appropriate for& bicycle commuting, employee/ resident shuttle services for with dense siteszones. with inadequate mass transit, and pedestrian zones with access to a variety of services. Avoid locations that promote single occupancy automobiles. Evaluate what can impact modes of transport to and from the site. These in turn reduce demands on energy & resources, land development impacts, and car/van pool parking, power stations for electric cars as some examples. In addition to reducing dependency on the automobile, the be donepollution. to enhance a giventosite’s transportation options. Add strategies that enhanceequity, surrounding transportation opportunities; reduce sustainable process needs consider transportation decision making, transportation community livability and land use. i.e. provide bicycle parking for sites appropriate for bicycle commuting, employee/ resident shuttle services for dense sites with inadequate mass transit, COMPONENTS car/van pool parking, power stations for electric cars as some examples. In addition to reducing dependency on the automobile, the COST/SAVINGS Mass transitinvestment choices needs and their integration, economic incentives, institutional reforms, land usecommunity and technological sustainable process tobe consider decision making, transportation equity, livability and landinnovation. use. A strategic could derivedtransportation when considering the correlation of resale value due tochanges higher performing property value. INTENT Matrix by Callison - 1.0 Energy Monetary/land-use incentives by industry and legislation are also possible. Lower capital costs because of smaller percentage of building

DESIGN

http://en.wikipedia.org/wiki/Sustainable_transport Select sites that provide easyhttp://trb.metapress.com/content/604721j12711j20v/ access & close proximity to public transportation, basic services and residential zones. Promote alternate low LINKS impact modes of transport tohttp://www.embarq.org/ and from the site. These in turn reduce demands on energy & resources, land development impacts, and INTENT http://en.wikipedia.org/wiki/Sustainable_transport reduce pollution. http://www.sustainable-mobility.org/ Select sites that provide easyhttp://www.sutp.org/ access & close proximity to public transportation, basic services and residential zones. Promote alternate low http://trb.metapress.com/content/604721j12711j20v/ impact modes of transport to and from the site. These in turn reduce demands on energy & resources, land development impacts, and COMPONENTS http://www.embarq.org/ reducetransit pollution. Mass choices and their integration, economic incentives, institutional reforms, land use changes and technological innovation.

Select sites that provide easy access & close proximity to public transportation, basic services and residential zones. PROCESS COST/SAVINGS infrastructure to support parking. Analyze options. Give preference mass transit solutions, urban sites with performing built-in transportation infrastructure, A strategic investment could be derived when considering thetocorrelation resale value due to higher property value. impact site-specific modes oftransportation transport to and from the site. These inofturn reduce demands on energy & resources, land developm and pedestrian zones withMatrix access to Callison a variety services. Avoid promote Evaluate can by -of1.0 Energy Monetary/land-use incentives by industry and legislation are alsolocations possible.that Lower capitalsingle costsoccupancy because ofautomobiles. smaller percentage of what building BENEFITS reduce pollution. be done to enhance a given site’s transportation options. Add strategies that enhance surrounding transportation opportunities; i.e. provide

1.4.4 EXTERIOR SOLAR SHADING

infrastructure to support Reduction of air pollution,parking. energy consumption and traffic congestion. Increased mobility and improved health of users. Provide social and 1.4 Envelope bicycle parking for sites appropriate for bicycle commuting, employee/ resident shuttle services for dense sites with inadequate mass transit, economic connections. BENEFITS car/van pool parking, power stations for electric cars as some examples. In addition to reducing dependency on the automobile, the COMPONENTS LINKS Reduction air pollution, consumption and traffic congestion. mobility and community improved health of users. Provide sustainableofprocess needsenergy to consider transportation decision making,Increased transportation equity, livability and land use. social and CRITERIA 1.4 Envelope Mass transit choices and their integration, economic incentives, institutional reforms, land use changes and http://windows.lbl.gov/daylighting/designguide/section5.pdf Matrix by Callison - Callison 1.0 Energy Matrix by 1.0 Energy economic connections. Access and proximity to other uses, like shopping, cultural and community centers. http://www.archiexpo.com/cat/facades-curtain-walls-exterior-cladding-solar-shadi... COST/SAVINGS

1.4.4 EXTERIOR SOLAR SHADING

technolog

LINKS PROCESS CRITERIA A strategic investment could be derived when considering the correlation of resale value due to higher performing property value. COMPLEMENTARY STRATEGIES

1.4.4 EXTERIOR SOLAR SHADING http://windows.lbl.gov/daylighting/designguide/section5.pdf

1.4.4 EXTERIOR SOLAR SHADING

SCHEDULE

COST $$$$$ Access and proximity to other uses, like shopping, cultural and community Monetary/land-use incentives by industry and legislation are also possible. centers. Lowerto capital costs because of smaller percentage of building 1.1.1 Site Selection Analyze site-specific transportation options. Give preference mass transit solutions, urban sites with built-in transpo 1.4http://www.archiexpo.com/cat/facades-curtain-walls-exterior-cladding-solar-shadi... Envelope infrastructure to support 4.6.1 Heat Island Effect parking. and pedestrian zones with access to a variety of services. Avoid locations that promote single occupancy automobiles COMPLEMENTARY 5.3.2 Project EconomicsSTRATEGIES 1.4 Envelope BENEFITS 1.1.1 Site Selection COST $$$$$ be done to enhance LINKS a given site’s transportation options. Add strategies that enhance surrounding transportation opp 4.6.1 Heat of Island Effect energy consumption and traffic congestion. Increased mobility and improved health of users. Provide social and Reduction air pollution, INTENT http://windows.lbl.gov/daylighting/designguide/section5.pdf bicycle parking for sites appropriate for bicycle commuting, employee/ resident shuttle services for dense sites with in 5.3.2 Project Economics economic connections. Limit both solar heat gain and glare with external shading devices that are an integral part of the building enclosure design. http://www.archiexpo.com/cat/facades-curtain-walls-exterior-cladding-solar-shadi... LINKS car/van pool parking, power stations for electric cars as some examples. In addition to reducing dependency on the a CRITERIA sustainable process COST needs$$$$$ tohttp://windows.lbl.gov/daylighting/designguide/section5.pdf consider transportation decision making, transportation equity, community livability and COMPONENTS INTENT Access and proximity to other uses, like shopping, cultural and community centers. http://www.archiexpo.com/cat/facades-curtain-walls-exterior-cladding-solar-shadi... Exterior shading devices are an integral of the curtaindevices wall/window wallan assembly and of offer great opportunity envelope design. Limit both solar heat gain and glare with part external shading that are integral part theabuilding enclosure for design.

There are several manufacturers of “off the shelf” assemblies. Horizontal sunshades attached above windows on south facing walls are the COST/SAVINGS COMPLEMENTARY STRATEGIES COMPONENTS most common exterior shading devices. Vertical louvers are effective for east, west and north facing windows. Site Selection A1.1.1 strategic investment could be derived whenwall/window considering the correlation resale valuefordue to higher COST $$$$$ Exterior shading are an integral of the curtain wall assembly and offer aof great opportunity envelope design.performing pro ©2014 Callison, LLCdevices - Last updated February 6,part 2014 4.6.1 Heat Island Effect

radiation gain through the glazing can be reduced by 80 percent. Use design simulation software for sun path diagram and shading model

COMPONENTS PROCESS analysis to optimize the geometry.

Exterior shading devices are an integral part ofhorizontally the curtain or wall/window assembly Applications and offer a great opportunity for envelope design. BENEFITS Fins or louver systems are installed vertically, in angular wall configuration. can be installed fixed or operable. Solar INTENT There are several manufacturers of “off the shelf” assemblies. Horizontal sunshades attached above windows on south facing walls are the COST/SAVINGS radiation gain through the glazing can be reduced by 80 percent. Use design simulation software for sun path diagram and shading model

SITE LOGISTICS

INTENT PROCESS There are several manufacturers of “offby theindustry shelf” assemblies. Horizontal sunshades above windows on south facingbecause walls are the Monetary/land-use incentives and legislation are alsoattached possible. Lower capital costs of smaller pe 5.3.2 Project Economics Limit both solar heat gain glare with external shadingare devices thatfor are an integral part of the building design. Fins or louver systems areand installed vertically, horizontally or effective in angular configuration. Applications can beenclosure installed fixed or operable. Solar most common exterior shading devices. Vertical louvers east, west and north facing windows. infrastructure to support parking. ©2014 Callison, LLC - Last updated February 6, 2014

Reduction ofexterior air pollution, energy consumption and traffic congestion. Increased mobility and improved health of user most common devices. Vertical louvers are effective for east, west and north facing Estimated savings can be up toglare 35 percent. Limit both solar heat gain and with external shading devices that are an windows. integral part of the building enclosure des analysis toenergy optimize theshading geometry. economic connections. PROCESS BENEFITS

COST/SAVINGS COMPONENTS Fins or louver systems are can installed horizontally orlight in angular configuration. Applications can be installed fixed or operable. Solar Maximum ability tosavings reduce solar gain, control quality of and minimize operational energy cost. Estimated energy beheat upvertically, to 35 percent. CRITERIA radiation gain through the glazing canan be reduced 80 percent. designwall/window simulation software sun path diagram and shading model ©2014 Callison, LLC - Last updated February 6, 2014 Exterior shading devices are integralbypart of theUse curtain wallforassembly and offer a great opportunity for Access proximity to other uses, like shopping, cultural and community centers. analysis toand optimize the geometry. CRITERIA 29 BENEFITS There are several manufacturers of shelf” assemblies. Horizontal sunshades attached above windows on south SE“off the NW Access forability window washing, cleaning and maintenance to and be considered. Maximum to reduce solar heat gain, control qualityneeds of light minimize operational energy cost.

LINKS

1.5http://www.energystar.gov/index.cfm?c=new_bldg_design.bus_target_finder Operations

http://www.eere.energy.gov/buildings/appliance_standards http://www.energysavers.gov/tips/appliances.cfm COST $$$$$ http://www.eere.energy.gov/buildings/appliance_standards/useful_links.html

1.5.2 ELEC./MECH. DEMAND

1.5 Operations INTENT

1.5$$$$$ Operations COST LINKS

http://www.energystar.gov/index.cfm?c=new_bldg_design.bus_target_finder LINKS The investment in energy efficient appliances, electrical lighting and sensor technology greatly reduces energy demand and operational http://www.eere.energy.gov/buildings/appliance_standards energy cost. http://www.energystar.gov/index.cfm?c=new_bldg_design.bus_target_finder http://www.energysavers.gov/tips/appliances.cfm INTENT http://www.eere.energy.gov/buildings/appliance_standards http://www.eere.energy.gov/buildings/appliance_standards/useful_links.html COMPONENTS The investment in energy efficient appliances, electrical lighting and sensor technology greatly reduces energy demand and operational

PROJECT TEAM

http://www.eere.energy.gov/buildings/appliance_standards

LINKS http://www.energysavers.gov/tips/appliances.cfm Matrix by Callison - 1.0 Energy http://www.energystar.gov/index.cfm?c=new_bldg_design.bus_target_finder Matrix by Callison - 1.0 Energy http://www.eere.energy.gov/buildings/appliance_standards/useful_links.html

DESIGN

http://www.energysavers.gov/tips/appliances.cfm Energy cost. efficient appliances and electrical lighting technology (i.e. Light Emitting Diodes, LEDs). Photo sensors and motion sensors adjust energy http://www.eere.energy.gov/buildings/appliance_standards/useful_links.html COST $$$$$ electrical lighting needs to exterior and environmental conditions (daylight intensity and human motion). ENERGY STAR provides free WebCOMPONENTS based tools, calculators, resources and training to measure, track, and benchmark energy performance. The Target Finder at Energy Star Energy appliances and electricalbenchmark lighting technology (i.e. Light use Emitting Diodes, LEDs). Photo sensors and motion sensors adjust creates efficient a program-specific, site-specific for annual energy [KBTU/sf*yr]. COST $$$$$ electrical lighting needs to exterior and environmental conditions (daylight intensity and human motion). ENERGY STAR provides free WebPROCESS based tools, calculators, resources and training to measure, track, and benchmark energy performance. The Target Finder at Energy Star INTENT The of Energy’s Appliances and Commercial Program test procedures andoperational minimum creates a Department program-specific, site-specific benchmark for annual energy use Standards [KBTU/sf*yr]. The U.S. investment in energy efficient appliances, electrical lightingEquipment and sensor technology greatly develops reduces energy demand and efficiency standards for residential appliances and commercial equipment. The integration of sensor technology into projects can be energy cost. PROCESS coordinated during construction documents. Use the Target Finder to set performance benchmarks. For energy use approximation, owner INTENT The U.S. occupancy Departmentand of Energy’s Appliances and Commercial Equipment Standards Program develops test procedures and minimum provides equipment use so engineers don’t have to estimate. COMPONENTS The investment infor energy efficient appliances, electrical lighting and sensor technology greatly reduces energy demand and operatio efficiency standards residential appliances and commercial equipment. The integration of sensor technology intomotion projects can be Energy efficient appliances and electrical lighting technology (i.e. Light Emitting Diodes, LEDs). Photo sensors and sensors adjust COST/SAVINGS coordinated during construction documents. Use the Target Finder to set performance benchmarks. For energy use approximation, owner energy cost. electrical lighting needs to exterior and environmental conditions (daylight intensity and human motion). ENERGY STAR provides free WebBuildings that comply with and earn the ENERGY STAR are the top performers for energy efficiency nationwide and use about 35 percent provides occupancy and equipment use so engineers don’t have to estimate. based tools, calculators, resources and training to measure, track, and benchmark energy performance. The Target Finder at Energy Star less energy than average buildings. Motion and photo maximize by supplying electricity on demand. COMPONENTS creates a program-specific, site-specific benchmark forsensors annual energy useefficiencies [KBTU/sf*yr].

2.2.1 WATER EFFICIENT APPLIANCES

Matrix by Callison - 2.0 Water Reduced energy use, lowered peak-time demands, more power supply stability and reduced operational energy cost. In areas of the provides occupancy and equipment use so engineers don’t have to estimate. CRITERIA developing world that lack an established electrical grid, LEDs can provide electrical lighting powered by solar sources, due to their low 2.2 Water Use Reduction PROCESS Applicable to all building types and market sectors. power requirements. COST/SAVINGS

2.2.1 WATER EFFICIENT APPLIANCES

ESTIMATE

COST/SAVINGS Energy efficient appliances and electrical lighting technology (i.e. Light Emitting Diodes, LEDs). Photo sensors and motion sensors a BENEFITS Buildings that comply with and earn the ENERGY STAR are the top performers for energy efficiency nationwide and use about 35 percent PROCESS electrical lighting needs to peak-time exterior and conditions (daylight intensity and human motion). ENERGY Matrix by Callison -environmental 2.0 Water Reduced energy use, lowered demands, more powerEquipment supply stability and reduced operational energy cost. In areas of the STAR provides fre less energy than average buildings. Motion and photo sensors maximize efficiencies by supplying electricity on demand. The U.S. Department of Energy’s Appliances and Commercial Standards Program develops test procedures and minimum based tools, calculators, and training measure, track, and benchmark energy performance. Target Finder at Energy developing world thatfor lack anresources established electrical grid,to LEDs can provide electrical lighting by solar sources, dueThe tocan their efficiency standards residential appliances and commercial equipment. The integration ofpowered sensor technology into projects below BENEFITS power requirements. creates a program-specific, site-specific benchmark for annual energy use [KBTU/sf*yr]. coordinated during construction documents. Use the Target Finder to set performance benchmarks. For energy use approximation, owner

The U.S. Department of Energy’s Appliances and Commercial Equipment Standards Program develops test procedures and minimu Buildings that comply withLINKS and earn the ENERGY STAR are the top performers for energy efficiency nationwide and use about 35 percent efficiency standards for residential appliances and commercial equipment. The integration of sensor technology into projects can be COMPLEMENTARY STRATEGIES CRITERIA 2.2 Water Use Reduction less energy than average buildings. Motion and photo sensors maximize efficiencies by supplying electricity on demand. http://www.epa.gov/greenhomes/ConserveWater.htm#waterefficient 1.5.1 Energy Monitoring Applicable to Use all building types and market sectors. Use the Target Finder to set performance benchmarks. For energy use approximation, o coordinated during construction documents. http://inhabitat.com/green-home-101-buying-water-saving-appliances/ 1.5.3 Commissioning provides occupancy and equipment use so engineers don’t have to estimate. LINKS BENEFITS http://www.livinggreener.gov.au/water/water-efficient-appliances-fixtures COMPLEMENTARY STRATEGIES Matrix by Callison - 2.0 Water 5.3.2 Project Economics Matrix by demands, Callison - 2.0 power Watersupply stability and reduced operational energy cost. In areas of the http://www.epa.gov/greenhomes/ConserveWater.htm#waterefficient Reduced energy use, lowered peak-time more http://www.epa.gov/watersense/product_search.html

1.5.1 Energy Use Monitoring 1.5.3 Commissioning http://www.livinggreener.gov.au/water/water-efficient-appliances-fixtures power requirements. Buildings that comply with and$$$$$ earn the ENERGY STAR are the top performers for energy efficiency nationwide and use about 35 pe COST 5.3.2 Project Economics http://www.epa.gov/watersense/product_search.html developing world that lack anhttp://inhabitat.com/green-home-101-buying-water-saving-appliances/ established electrical grid, LEDs can provide electrical lighting powered by solar sources, due to their low COST/SAVINGS

2.2 Water Use Reduction Applicable to all building types and$$$$$ market sectors. COST

BENEFITS

SCHEDULE

2.2.1 WATER EFFICIENT APPLIANCES 2.2.1 WATER EFFICIENT APPLIANCES

less energy than average Motion and photo sensors maximize efficiencies by supplying electricity on demand. 2.2 buildings. Water Use Reduction CRITERIA

LINKS INTENT COMPLEMENTARY Reduced energy use,STRATEGIES lowered peak-time demands, more power supply stability and reduced operational energy cost. In areas of the http://www.epa.gov/greenhomes/ConserveWater.htm#waterefficient LINKS Reduce waterUse demand by ensuring the installation of water efficient appliances and fixtures. 1.5.1 Energy Monitoring developing world that lack an established electrical grid, LEDs can provide electrical lighting powered by solar sources, due to their l http://inhabitat.com/green-home-101-buying-water-saving-appliances/ http://www.epa.gov/greenhomes/ConserveWater.htm#waterefficient 1.5.3 Commissioning http://www.livinggreener.gov.au/water/water-efficient-appliances-fixtures power requirements. INTENT COMPONENTS http://inhabitat.com/green-home-101-buying-water-saving-appliances/ 5.3.2 Project ©2014 Callison,Economics LLC - Last updated February 6, 2014 http://www.epa.gov/watersense/product_search.html Reduce water demand by ensuring the installation of water efficient appliances and fixtures. Make use of dual-flush toilets, waterless urinals, aerated shower heads and faucets, high-efficiency clothes washers/dishwashers and flow http://www.livinggreener.gov.au/water/water-efficient-appliances-fixtures CRITERIA restrictors for showers and basins. http://www.epa.gov/watersense/product_search.html COMPONENTS COST $$$$$ Applicable toLLC all- building types and6, market sectors. ©2014 Callison, Last updated February 2014 Make use of dual-flush toilets, waterless urinals, aerated shower heads and faucets, high-efficiency clothes washers/dishwashers and flow PROCESS that meet the industry’s highest water efficiency ratings.

SITE LOGISTICS

restrictors for residential showers and Commercial, andbasins. industrial COST appliances $$$$$ can greatly impact water demand, depending on program and use. Specify appliances COMPLEMENTARY STRATEGIES

1.5.1 Energy Use Monitoring PROCESS INTENT Commercial, residential and industrial appliances can greatly impact water demand, depending on program and use. Specify appliances 1.5.3 Commissioning COST/SAVINGS Reduce water demand by ensuring the installation of water efficient appliances and fixtures. that the industry’s waterless efficiency ratings. Ultrameet low flush toilets usehighest 67 percent water than standard 20L models. Efficient dishwashers use 39 percent less energy to heat the 5.3.2 Project Economics water and 50 percent less water than standard models. Energy savings of 68 percent can be achieved with efficient clothes washers and 38 COMPONENTS INTENT ©2014 Callison, LLC - Lastcompared updated February 6, 2014 COST/SAVINGS percent water savings to older, standard models. 0 to 3heads yearsand ROI. (Source: www.epcor.com) Make use of dual-flush toilets, waterless urinals, aerated shower faucets, high-efficiency clothes washers/dishwashers and flow Reduce demand bypercent ensuring installation of water efficient appliances and fixtures. Ultra low water flush toilets use 67 lessthe water than standard 20L models. Efficient dishwashers use 39 percent less energy to heat the restrictors for showers and basins. water and 50 percent less water than standard models. Energy savings of 68 percent can be achieved with efficient clothes washers and 38 BENEFITS COMPONENTS percent water compared older,and standard models. Reduced watersavings demand. Reducedtowater electricity bills.0 to 3 years ROI. (Source: www.epcor.com) PROCESS Make use ofresidential dual-flush toilets, waterless urinals, aerated shower faucets, and Commercial, and industrial appliances can greatly impact water heads demand,and depending onhigh-efficiency program and use.clothes Specifywashers/dishwashers appliances BENEFITS CRITERIA 30 that meet the water efficiency ratings. restrictors forindustry’s showershighest and basins.

SE NW

Reduced water demand. Reduced water and electricity bills.universally. Cost associated with potable water supply and sewage infrastructure These appliances have very fast ROIs and should be used

4.3 Recyle and Reuse

4.3 Recyle and Reuse http://www.buildinggreen.com/auth/productsByLeed.cfm?LEEDCreditID=26

Matrix by Callison - 4.0 Materials Matrix by Callison - 4.0 Materials http://sconnect.org/greenbuilding/nwwashingtongreenbuildingmaterialsmatrix

LINKS http://www.buildinggreen.com/auth/productsByLeed.cfm?LEEDCreditID=26 COST $$$$$

4.3.1 RECYCLED CONTENT http://sconnect.org/greenbuilding/nwwashingtongreenbuildingmaterialsmatrix 4.3.1 RECYCLED CONTENT 4.3 Recyle and Reuse

4.3 Recyle and Reuse

INTENT

COST $$$$$ LINKS

http://www.buildinggreen.com/auth/productsByLeed.cfm?LEEDCreditID=26 LINKS Create a strong market for recycled products in order to complete the recycling process or “close the loop.” Reduce the impact resulting http://sconnect.org/greenbuilding/nwwashingtongreenbuildingmaterialsmatrix from extraction and processing ofhttp://www.buildinggreen.com/auth/productsByLeed.cfm?LEEDCreditID=26 virgin materials and reduce landfill. (USGBC)

PROJECT TEAM

4.3.1 RECYCLED CONTENT

LINKS

INTENT http://sconnect.org/greenbuilding/nwwashingtongreenbuildingmaterialsmatrix COMPONENTS Create a strong market forCOST recycled$$$$$ products in order to complete the recycling process or “close the loop.” Reduce the impact resulting

DESIGN

Recycled-content products are made from materials that wouldlandfill. otherwise have been discarded. There are three types of recycled content: from extraction and processing of virgin materials and reduce (USGBC) COST $$$$$ Post-consumer content refers to material from products that were used by their intended post-consumer, pre-consumer, and post-industrial. end-users and would otherwise be discarded as waste. Pre-consumer content refers to material diverted from the waste stream during the COMPONENTS manufacturing process that are canmade not re-enter the same manufacturing process generated it. Post-industrial content refers to any material Recycled-content products from materials that would otherwise havethat been discarded. There are three types of recycled content: INTENT diverted thepre-consumer, waste for stream during the manufacturing process, the including scrap material that can beloop.” reused inwere the the same manufacturing post-consumer, and post-industrial. Post-consumer content refers to material from products that used by their intended Create afrom strong market recycled products in order to complete recycling process or “close the Reduce impact resulting process that created it. end-users and would otherwise of bevirgin discarded as waste. Pre-consumer content refers to material diverted from the waste stream during the from extraction and processing materials and reduce landfill. (USGBC) INTENT Recycled-content products be confused withmanufacturing recyclable products. products can be collected and refers remanufactured into manufacturing process thatshould can notnot re-enter the same processRecyclable that generated it. Post-industrial content to any material Create afrom strong market forbeen recycled in order complete the recycling process “close the Reduce the COMPONENTS new products afterwaste they have used, however, they do nottonecessarily recycledthat materials and onlyinbenefit the environment if impact resulting diverted the stream during theproducts manufacturing process, includingcontain scrap material can beor reused the loop.” same manufacturing people recycle them after use. Recycled-content products are made materials that would otherwise have been discarded. There are three types of recycled content: process that created it.processing from extraction and offrom virgin materials and reduce landfill. (USGBC) post-consumer, pre-consumer, andnot post-industrial. content refers to material from can products that were used by their intended Recycled-content products should be confused Post-consumer with recyclable products. Recyclable products be collected and remanufactured into PROCESS end-users andafter would otherwise be discarded as waste. content refers to material diverted waste stream during the new products they have been used, however, they Pre-consumer do not necessarily contain recycled materials andfrom onlythe benefit the environment if COMPONENTS Architects closeprocess the loop when from recycled materials. Governments and corporations canrefers promote usematerial of manufacturing that canthey not specify re-enterproducts the samemade manufacturing process that generated it. Post-industrial content to any people recycle them after use. Recycled-content products are made from materials that would otherwise have been discarded. There are three types of recycled conte recycled products through their own programs and guidelines. Identify that can achieve established project diverted from the waste stream during the manufacturing process, including scrap material material suppliers that can be reused in the same manufacturing Matrix by purchasing Callison - 4.0 Materials post-consumer, pre-consumer, and post-industrial. Post-consumer content refers to material from products that were used by their inten goals for that recycled content PROCESS process created it. materials. During construction ensure that the specified recycled content materials are installed. end-users and would otherwise bebediscarded as waste. content refers to material diverted from the waste Architects close the loop when theynot specify productswith made fromPre-consumer recycled materials. Governments and corporations canremanufactured promote use of intostream during Recycled-content products should confused recyclable products. Recyclable products can be collected and COST/SAVINGS manufacturing process that can not re-enter the process that generated it.achieve Post-industrial content recycled products through their own purchasing programs guidelines. material suppliers that projectifrefers to any ma new products after they have been however, theysame doand notmanufacturing necessarilyIdentify contain recycled materials andcan only benefitestablished the environment Matrix byused, Callison - 4.0 Materials Materials with recycled content can be incorporated into the building process with minimal tocontent nomaterial costmaterials premium. goals recycled materials. During construction ensure that the specified recycled peoplefor recycle them after use. diverted from thecontent waste stream during the manufacturing process, including scrap that are caninstalled. be reused in the same manufacturin

4.3 Recyle and Reuse

4.3.4 DISASSEMBLY AND REUSE

ESTIMATE

4.3.4 DISASSEMBLY AND REUSE

process that created it. BENEFITS COST/SAVINGS PROCESS Recycled-content products should not be confused with recyclable products. Recyclable products can be made collected and remanufactured LINKS Many commonly used products are available with recycled Most of them performance similar to products with Materials with recycled content can be incorporated into thecontent. building process with exhibit minimal to no cost premium. Architects close the loop when they specify products made from recycled materials. Governments and corporations can promote useonly of 4.3 Recyle and Reuse new products after they have been used, however, they do not necessarily contain recycled materials and only benefit the environment http://www.sabmagazine.com/blog/2009/10/27/design-for-disassembly/ virgin materials and can easily be incorporated into the building process. recycled products through their own purchasing programs and guidelines. Identify material suppliers that can achieve established project http://www.loq-kit.com/ BENEFITS people after use. During construction ensure that the specified recycled content materials are installed. goals forrecycle recycledthem content materials. CRITERIA http://www.epa.gov/oswer/docs/iwg/design_for_disassembly.pdf LINKS Many commonly used products are available with recycled content. Most of them exhibit performance similar to products made with only Consider a range of can environmental, economic and attributes when selecting products and materials. Recycled content shall be http://your.kingcounty.gov/solidwaste/greenbuilding/documents/Design_for_Disasse... virgin materials and easily be incorporated intoperformance the building process. http://www.sabmagazine.com/blog/2009/10/27/design-for-disassembly/ COST/SAVINGS PROCESS defined in accordance with the International Organization for Standardization document, ISO 14021. http://www.builditgreen.org/attachments/wysiwyg/22/Salvaged-Materials.pdf

http://www.loq-kit.com/ Materials with recycled content can they be incorporated into the building process with minimal to no cost premium. and corporations can promote use of Architects close the loop when specify made from recycled materials. Governments Matrix by Callison - 4.0products CRITERIA http://www.naturalhomeandgarden.com/Inspiration/2004-05-01/Nuts--Bolts.aspx Matrix by Callison -Materials 4.0 Materials http://www.epa.gov/oswer/docs/iwg/design_for_disassembly.pdf recycled through their economic own purchasing programs and guidelines. Identify material suppliersRecycled that can achieve projec COMPLEMENTARY STRATEGIES Consider aproducts range of environmental, and performance attributes when selecting products and materials. content shallestablished be BENEFITS http://your.kingcounty.gov/solidwaste/greenbuilding/documents/Design_for_Disasse... 4.3.2 Fly Ash goals for recycled content materials. During construction ensure that the specified recycled content materials are installed. defined in accordance with the International Organization for Standardization document, ISO 14021. Many commonly used products are$$$$$ available with recycled content. Most of them exhibit performance similar to products made with only http://www.builditgreen.org/attachments/wysiwyg/22/Salvaged-Materials.pdf COST

4.3.4 AND REUSE 4.3.4DISASSEMBLY DISASSEMBLY AND REUSE

virgin materials and can easily be incorporated into the building process. http://www.naturalhomeandgarden.com/Inspiration/2004-05-01/Nuts--Bolts.aspx

4.3.2 Fly Ash 4.3 Recyle Reuse into the building process with minimal to no cost premium. CRITERIA Materials with recycledCOST content can be and incorporated $$$$$ Consider a range of environmental, economic and performance attributes when selecting products and materials. Recycled content shall be LINKS INTENT defined in accordance with the International Organization for Standardization document, ISO 14021. BENEFITS http://www.sabmagazine.com/blog/2009/10/27/design-for-disassembly/ LINKS Reduce the demand for virgin materials and minimize waste by virtue of reusing building materials, components and products (controlling

SCHEDULE

COMPLEMENTARY STRATEGIES COST/SAVINGS 4.3 Recyle and Reuse

http://www.loq-kit.com/ Many commonly used products are available with recycled content. Most them performance similar to products made with onl http://www.sabmagazine.com/blog/2009/10/27/design-for-disassembly/ the material source), and/or by designing with disassembly in mind (controlling reuseofafter theexhibit life of the building). COMPLEMENTARY STRATEGIES http://www.epa.gov/oswer/docs/iwg/design_for_disassembly.pdf virgin materials and can easily be incorporated into the building process. http://www.loq-kit.com/ INTENT 4.3.2 Fly Ash http://your.kingcounty.gov/solidwaste/greenbuilding/documents/Design_for_Disasse... COMPONENTS Reduce the demand for virgin materials and minimize waste by virtue of reusing building materials, components and products (controlling http://www.epa.gov/oswer/docs/iwg/design_for_disassembly.pdf http://www.builditgreen.org/attachments/wysiwyg/22/Salvaged-Materials.pdf Use of prefabricated disassemblable modules. Use of salvaged materials such steelthe beams, paneling, doors, frames, the material source), and and/or by designing with disassembly in mind (controlling reuseasafter life of brick, the building). CRITERIA http://your.kingcounty.gov/solidwaste/greenbuilding/documents/Design_for_Disasse... http://www.naturalhomeandgarden.com/Inspiration/2004-05-01/Nuts--Bolts.aspx cabinetry and furniture. ©2014 Callison, LLC - Last updated February 6, economic 2014 Consider a range of environmental, and performance attributes when selecting products and materials. Recycled content sha http://www.builditgreen.org/attachments/wysiwyg/22/Salvaged-Materials.pdf COMPONENTS defined in accordance with the International Organization for Standardization document, ISO 14021. http://www.naturalhomeandgarden.com/Inspiration/2004-05-01/Nuts--Bolts.aspx PROCESS COST $$$$$modules. Use of salvaged materials such as steel beams, brick, paneling, doors, frames, Use of prefabricated and disassemblable Design forand Disassembly cabinetry furniture. (DfD): Consider prefabricated, disassemblable module design allowing for adaptability and reuse.

4.3.2 Fly Ash PROCESS COST/SAVINGS Design for Disassembly (DfD): Consider prefabricated, disassemblable module design allowing for adaptability and reuse. INTENT Design for Disassembly: For some projects and client program requirements the cost benefits of disassembly and/or prefabrication of

SITE LOGISTICS

©2014 Callison, LLC - Last updated February 6, 2014 COMPLEMENTARY Salvaged Materials: IdentifySTRATEGIES opportunities to incorporate salvaged materials and research potential material suppliers. COST $$$$$

Salvaged Materials: Identify opportunities to incorporate salvaged materials and research potential material suppliers. Reduce the demand for virgin materials and minimize waste by virtue of reusing building materials, components and products (controlling building and interior components can be significant. the material source), and/or by February designing with disassembly in mind (controlling reuse after the life of the building). ©2014 Callison, LLC - Last 6, 2014 Salvaged Materials: Theupdated cost of salvaged materials varies greatly based on the type and rarity of material, distance from project site, and COST/SAVINGS INTENT project location. In developed countries the ofprogram reusing salvaged materials canbenefits bebuilding moreofcostly than theand/or use ofprefabrication new materials Design for Disassembly: some projects process and requirements the cost disassembly ofdue to (controlling Reduce the demand forFor virgin materials andclient minimize waste by virtue of reusing materials, components and products COMPONENTS high cost of labor involved in recovering and reprocessing. For projects that include demolition of an existing building, salvaging materials building and interior components can be significant. the source), and/or by designing with disassembly in materials mind (controlling reuse after brick, the life of the building). Usematerial of prefabricated and disassemblable modules. Use of salvaged such as steel beams, paneling, doors, frames, from the demolition both landfill tipping varies fees and new based material Salvaged Materials:site Thereduces cost of salvaged materials greatly oncosts. the type and rarity of material, distance from project site, and cabinetry and furniture. project location. In developed countries the process of reusing salvaged materials can be more costly than the use of new materials due to COMPONENTS BENEFITS 31that include demolition of an existing building, salvaging materials high cost of labor involved in recovering and reprocessing. For projects PROCESS Use of prefabricated and disassemblable modules. Use of salvaged materials such as steel beams, brick, paneling, doors, frames, Design for Disassembly: DfD is particularly well suited forand projects with a short life span such as residential sales centers; disassembly from the demolition site reduces both landfill tipping fees new material costs. Design for Disassembly (DfD): Consider prefabricated, disassemblable module design allowing for adaptability and reuse.

SE NW

DENNY WAY

Project Site

Site

1/16" = 1' - 0"

Concrete Reinforced Structural Column

DESIGN

Outdoor Patio Area

21’ - 0”

27’ - 0”

Exterior Pedestrian Bridge

Digital Trees

Roof Gutter

Exterior Stairwell

Trex Decking

Existing Sidewalk

Roof Eave

2’ - 0”

Existing Trees

Existing Park

24’ - 0”

Dormer

27’ - 0”

24’ - 0”

Concrete Reinforced Structural Column

Parapet

Drainage Direction

Trex Decking

Cricket

Perforated Recycled Steel Panel

Concrete Paving

SCHEDULE

10’ - 6”

Kyle Redzinak 2338 8th Ave Seattle, WA 98121 206-651-1981 kredzinak@sterdes.com

Jonathan Younce 2338 8th Ave Seattle, WA 98121 206-651-1978 jyounce@sterdes.com

Description

Date

SITE LOGISTICS

No.

VULCAN

SLU Block 48

Project Number

Elevations

Project number

Author

Issue Date

Checker

1/16" = 1'-0"

A1.1

25/03/2015 15:38:23

ESTIMATE

360’ - 0”

Service Way and Public Court

Outdoor Elevated Concrete Walkway

15’ - 6”

WESTLAKE AVE. N.

Date

Drawn by

Checked by

Scale

SE NW

Cricket Elevated Walkway

Parapet Drainage Direction

Perforated Recycled Steel Panel

6’ - 0”

PROJECT TEAM

2.8| Architectural Drawings

16’ - 2”

Slope 1.5:12

JOHN ST. Slope 2:12

107’ - 0”

2 3 9' - 9 1/2"

129C

47' - 10"

DESIGN

35' - 3 1/2" 20' - 9 1/2"

8' - 2"

129F

129 Corridor

129B

117A

127A

128A

232 Restroom

127 128 Elevator 10 A10.3

113A

44' - 2"

113B

113 Analog Store

72' - 2"

115B

115A

6' - 3"

40' - 0"

ESTIMATE

112A

114A

115 Restroom

114 Restroom

107B

W5 6

9' - 6"

107E 107D

5 A8.0

26' - 3 1/2"

A10.2

4 A10.4

101C

7 10' - 7"

106 Stairs UP 106A

105A

104A

104 Bathroom

101 Atrium

101A

11' - 10"

16' - 0"

105 Offices

6 A8.0

11' - 10"

13' - 1 1/2"

105B

8 5' - 0 1/2"

105C

101B

11' - 10"

A10.2

SCHEDULE

69' - 8"

13' - 1 1/2"

11' - 10"

A10.1

103 Bathroom

A5.3

102 Elevator

11' - 10"

102A

103A

5' - 5"

A10.2

A10.0

107C

107A

A10.2

A10.4

117 Tenant Space

112 Tenant Space

A10.3

2 A9.0

1 A9.0

W5 7

129A

A10.0

107 Restaurant

A2.2

9 A10.2

2 A2.0

A10.0

127

30' - 0"

125A 121B

120C

118C 2 A10.3

A10.2

A10.0

27' - 7 1/2"

A2.1

A2.2

2 A8.0

117B

3 A8.0

A2.1

4 A8.0

3 A10.0

63' - 0 1/2"

122A

125 Restroom 18' - 8 1/2"

A5.0

19' - 11"

121A

204E 124 Elevator

121 Amazon Reception UP

118 Tenant Space

126A

126 Restroom

120 Tech Store

1 11' - 9"

120B

118B

1 A5.2

3 A10.3

120A

123 Elevator 119 Stairs 123A UP

122 Restroom 18' - 8 1/2"

A5.3

Kyle Redzinak 2338 8th Ave Seattle, WA 98121 206-651-1981 kredzinak@sterdes.com

Jonathan Younce 2338 8th Ave Seattle, WA 98121 206-651-1978 jyounce@sterdes.com

Description

Date

SITE LOGISTICS

No.

VULCAN

SLU Block 48

Project Number

1st Floor Plans

Date

Project number

Checker

Author

Issue Date

A1.2

1/16" = 1'-0"

14/04/2015 14:17:36

1 A5.1

4 A10.3

2 A5.0

119A

118A

2 A5.1

18' - 8 1/2"

PROJECT TEAM

1 A2.0

W5 3' - 7 1/2"

1/16" = 1'-0"

Drawn by

Checked by

Scale

SE NW

8' - 2 1/2"

12' - 11"

14' - 5 1/2"

15' - 7 1/2"

5' - 11" 3' - 8"

12' - 0" 10' - 0 1/2"

1st Floor

30' - 9 1/2"

71' - 3"

10' - 2"

W3 W5

W5 W5 W5

12' - 7" 16' - 2 1/2" 14' - 2" 7' - 2 1/2"5' - 0 1/2"

A10.3

8 A10.3

1 N

W5 W5

PROJECT TEAM

DESIGN

Aluminum and Glass Curtian Wall

1/8" = 1'-0"

---

GFRC Rainscreen

401 Gallery Space

301 Gallery Space

105 Offices

107 Restaurant

401 Gallery Space

3 A5.3

2 A5.3

208 Kitchen

301 Gallery Space

204 Gallery Space

114 Restroom

115 Restroom

2 A5.2

ESTIMATE

108 Corridor

103 Bathroom

203 Gallery Space

302 Gallery Space

401 Gallery Space

Membrane Roof

401 Gallery Space

302 Gallery Space

203 Gallery Space

104 Bathroom

---

Metal Roof

12' - 0"

2nd Floor

Concrete and Metal Floor Deck

24' - 0"

3rd Floor

42' - 0"

4th Floor

Aluminum and Glass Curtain Wall

Membrane Roof

GFRC Rainscreen

57' - 0"

Roof

0' - 0"

1st Floor

12' - 0"

2nd Floor

31' - 1 1/2"

Amazon Roof

SCHEDULE

Aluminum and Glass Curtain Wall Shiplap Siding

Walkable Roof Deck

Shiplap Siding

303 Atrium

202 Atrium

101 Atrium

0' - 0"

1st Floor

Kyle Redzinak 2338 8th Ave Seattle, WA 98121 206-651-1981 kredzinak@sterdes.com

Jonathan Younce 2338 8th Ave Seattle, WA 98121 206-651-1978 jyounce@sterdes.com

Description

Date

SITE LOGISTICS

No.

VULCAN

SLU Block 48

Author

Checker

1/8" = 1'-0"

A2.2

Issue Date

Project Number

Sections

Project number

Date

Drawn by

Checked by

Scale

SE NW

Discovery Center Section

1/8" = 1'-0"

Tech Museum Section

21/04/2015 13:04:33

PROJECT TEAM

Middle

Perforated Recycled Steel Panel

ESTIMATE

63' - 0 1/2"

A5.2

Aluminum Storefront Glazing System

SCHEDULE

Kyle Redzinak 2338 8th Ave Seattle, WA 98121 206-651-1981 kredzinak@sterdes.com

Jonathan Younce 2338 8th Ave Seattle, WA 98121 206-651-1978 jyounce@sterdes.com

Description

Date

SITE LOGISTICS

No.

VULCAN

SLU Block 48

Checker

Author

Issue Date

Project Number

Elevations

Project number

Date

Drawn by

Checked by

A3.0

1/8" = 1'-0"

SE NW

A5.0

A5.1

North

East Elevation (South) 1/8" = 1'-0"

DESIGN

1 South

Scale

14/04/2015 13:38:01

1 A6.0

2 A6.0

3 A6.0

Membrane Roof Applied to Rigid Roofing Insulation on Corrugated Metal Deck. Deck supported by Open Web Steel Joists

Precast GFRC Rainscreen Clipped To Sheathing on Steel Stud Framed Wall Anchor Bolted to Floor Slab

Concrete Floor Deck Cast in Place on Corrugated Steel Deck Held Up by WF Steel Beams

30" Concrete Structural Slab

3/8" = 1'-0"

Amazon West Wall

DESIGN

ESTIMATE

Membrane Roof Applied to Rigid Roofing Insulation on Corrugated Metal Deck. Deck supported by Open Web Steel Joists

SCHEDULE

31' - 1 1/2"

24' - 0"

3rd Floor

Amazon Roof

24' - 0"

3rd Floor

19' - 1 1/2"

2nd Floor Amazon

0' - 0"

1st Floor

12' - 0"

2nd Floor

19' - 1 1/2"

1 A6.1

Amazon South Wall At Tech Store 3/8" = 1'-0"

30" Concrete Structural Slab

2nd Floor Amazon

12' - 0"

2nd Floor

0' - 0"

1st Floor

Aluminum Framed Curtain Wall Attached via anchor bolt to Floor Deck

6 A6.0

Concrete Floor Deck Cast in Place on Corrugated Steel Deck Held Up by WF Steel Beams

Amazon Roof 4 A6.0

Precast GFRC Rainscreen Clipped To Sheathing on Steel Stud Framed Wall Anchor Bolted to Floor Slab

5 A6.0

31' - 1 1/2"

Kyle Redzinak 2338 8th Ave Seattle, WA 98121 206-651-1981 kredzinak@sterdes.com

Jonathan Younce 2338 8th Ave Seattle, WA 98121 206-651-1978 jyounce@sterdes.com

Description

Date

SITE LOGISTICS

No.

VULCAN

SLU Block 48

Checker

Author

Issue Date

Project Number

Wall Sections

Project number

Date

Drawn by

Checked by

3/8" = 1'-0"

A5.0

SE NW

PROJECT TEAM

Scale

21/04/2015 09:04:07

PROJECT TEAM

Insulation

GFRC Panel Securing Clip

1" = 1'-0"

Amazon Rear Parapet

Rigid Insulation Flashing Cap Membrane Roofing

WF Beam Open Web Joist

DESIGN

Sheathing Spacing Clip

Waterproof Membrane Securing Clip GFRC Corner Section Furring Rail

1" = 1'-0"

Amazon Rear Overhang

WF Steel Beam

Sheathing

Wood Nailer

Waterproof Membrane

1" = 1'-0"

Finish Floor

Anchor Bolt

Insulation

Steel and Concrete Deck

ESTIMATE

Amazon Wall/Roof Junction

Open Web Steel Joist

Rigid Insulation

Membrane Roof

GFRC Panels

Securing Clip

Single Ply Roof Membrane

Acoustical Drop Ceiling

Open Web Joist

Corrugated Steel Deck

Rigid Insulation

Sheathing

30" Structural Slab

Finish Floor

Anchor Bolt

Treated Sill Plate

Interior Finish

SCHEDULE

Waterproof Membrane GFRC Panel Securing Clip Flashing

1" = 1'-0"

Amazon Rear Base

GFRC Cast Top Cap Wood Nailer Membrane Roof

Flashing Sheathing

Rigid Insulation

Aluminum Mullion

C-Channel Spacer

Open Web Steel Joist

Corrugated Steel Deck

Securing Clip Waterproof Membrane M1 Caulk and Backer Rod Lock Strip

Curtian Wall Glazing

1" = 1'-0"

Tech Store Roof Parapet

Kyle Redzinak 2338 8th Ave Seattle, WA 98121 206-651-1981 kredzinak@sterdes.com

Jonathan Younce 2338 8th Ave Seattle, WA 98121 206-651-1978 jyounce@sterdes.com

Description

Date

SITE LOGISTICS

No.

VULCAN

SLU Block 48

A6.0

1" = 1'-0"

Checker

Author

Issue Date

Project Number

Details

Project number

Date

Drawn by

Checked by

Scale

SE NW

Rubberised Membrane

Flashing

Securing Clip

GFRC Panel

Adjustment Clip

1" = 1'-0"

Amazon Indent Parapet

Waterproof Membrane

20/04/2015 20:18:02

1 5/16" = 1'-0"

DESIGN

Recycled Steel Hollow Tube

LED Light Strips Mounted on Tube Steel

Allowan

5/16" = 1'-0"

Total Cos

DAS (800 Overhea

Digital Tree Section

ESTIMATE

Stru

29’ - 4”

SCHEDULE

Virginia Creeper Bushes at Top

Recycled Steel Hollow Tube Supportive Tube Steel Rings

Aluminum Handrail

Trex Decking Steel Supported Pedestrian Bridge

Virginia Creeper Planted at Base

Structural Concrete Slab

Kyle Redzinak 2338 8th Ave Seattle, WA 98121 206-651-1981 kredzinak@sterdes.com

Jonathan Younce 2338 8th Ave Seattle, WA 98121 206-651-1978 jyounce@sterdes.com

Description

Date

SITE LOGISTICS

No.

VULCAN

SLU Block 48

Digital Trees

Project Number

Author

Issue Date

Checker

5/16" = 1'-0"

A9.0

SE NW

10’ - 0” 6’ - 0”

Digital Tree Plan

Project number

Date

Drawn by

Checked by

Scale

25/03/2015 15:38:23

PROJECT TEAM

17’ - 6”

3 I ESTIMATE Building Cost $469,680 $9.53/SF 4.9%

uctural Slabs & Columns

$621,537 12.61/SF 6.5%

$2,228,212 45.21/SF 23.3%

$11,379,265 30/SF 34.7%

$958,049 $2.53 2.9% Services

Interiors

$5,143,57 $13.59/SF 15.7%

$4,426,774 $23.39/SF 13.5%

Total Project Cost: $5,810,019 $15.35 $9,568,954 17.7%

$3,225,186 65.44/SF 33.7%

Exterior Enclosure

Garage Cost

$515,981 $10.47/SF 5.4%

Foundation Special Construction & Sitework

Parking Structure

Non-Structural

Earthwork & Dem

Total Cost of Construction: $27,717,686 Allowances: Plumbing for Water Drainage – $120,000 nces: Lighting & Controls– $464,485 Electrical for Mechanical - $109,777 Sack & Patch + Crane Hole Patch - $110,000 0MHz)- $23,286 AV Rough-in – $30,835 Unforeseen Landscaping – $100,000 Conditions - $100,000 ad, Profit, A/E Fee @ 16.21%: $1,144,522 Contingencies $141,212 Insurance @ 7%: 494,242 Overhead@ & 2%: Profit @ 8%: $2,217,415 Contingencie

st of Construction:

$7,060,595

SENW has sought to provide the most accurate estimate possible given the current SD stage of the design process. A Uniformat estimate has been compiled, one for the excavation and substructure, and another for the superstructure.

ESTIMATE

The superstructure design is a result of relocating and repairing the existing discovery center, and the addition of two new structures on the North and South sides of the centerâ&#x20AC;&#x2122;s new location. The discovery center will retain its current structure and exterior, but be refurnished with new interior partitions, and MEP systems. The new South and North buildings will be 2 and 4 floors, respectively, and be constructed with an exterior composing of GFRC and glazing protected by recycled perforated metal panels. The cost of the existing relocation/storage/repair and new construction for the superstructure totals to $9,568,954.

DESIGN

The bulk of the substructure estimate was on the concrete columns, shear walls, and PT slabs/ramps, with additional pricing for the mechanical systems. The detailed excavation costs are expanded upon within the equipment catalog page, totaling at $5,281,019 from breaking ground up through final backfill before foundation construction. This, plus the cost of the remaining five floors of the parking garage will combine to a total of $32,759,692 for the substructure.

PROJECT TEAM

3.1 | Estimate Summary Summary of Uniformat Estimate

The combined total for the estimate results in costs of $42,328,646, excluding general conditions and precon services.

Site Logistics

SE NW

SITE LOGISTICS

The Block 48 site produces unique challenges to the site logistics, especially given the amount of traffic on two of the streets (Westlake and Denny). Thus, John Street to the North will be the primary access to the site for truck loading and laydown, with 9th Ave. N. being utilized for temporary crew parking entry once the substructure has been completed. Site fencing will encompass the entire Block 48 boundary, but still allow for pedestrian access to the sidewalks

SCHEDULE

Estimated final total for the project including precon, general conditions and all work: $46,191,328

320C Excavator 1.25 CY Bucket

PROJECT TEAM

3.2| Equipment 3 Cycles/Min 3600 CY/Day

$105,516.64 Total Cost During Excavation

DESIGN

Cost: (2) $94.43/HR (53) 8 hour days $80,076.64 Equipment Cost (2) Labor @ $30.00/HR $25,440.00 Labor Cost

$13,597.92 Total Cost During Backfill

325CR Excavator Cost: $125.73/HR (53) 8 hour days $53,733.52 Equipment Cost Labor @ $30.00/HR $12,720.00 Labor Cost

ESTIMATE

1.25 CY Bucket 3 Cycles/Min 3600 CY/Day

$66,453.52 Total Cost

$3,174,771 Uncontam. Dump @ $15/Ton 7343 East Marginal Way S., Seattle, WA, 98109 Contam. Dump @ $45/Ton paid by owner as needed 54 South Dawson Street, Seattle, WA, 98109

SE NW

SITE LOGISTICS

24 CY Capacity 2 Cycles/Hour (9) 384 CY/Day Each Cost: (9) $90.03/HR (53) 8 hour days $343,554.48 Equipment Cost (9) Labor @ $30.00/HR $114,480.00 Labor Cost $458,034.48 Total Cost Haul Away

SCHEDULE

Truck & Trailer

Cost: $52.73/HR (53) 8 hour days $22,357.22 Equipment Cost Labor @ $30.00/HR $12,720.00 Labor Cost

$7,593.12 Total Cost During Backfill

DESIGN

$35,077.52 Total Cost During Excavation

PROJECT TEAM

D4C Bulldozer

930G Loader Cost: $51.45/HR (53) 8 hour days $21,814.80 Equipment Cost Labor @ $30.00/HR $12,720.00 Labor Cost

ESTIMATE

2.5 CY Bucket 3 Cycles/Min 3600 CY/Day

$34,534.80 Total Cost

48” x 326’ Westec Belt Conveyor Cost: $400,000 (53) 8 hour days (2) Labor @ $30.00/HR $25,440.00 Labor Cost

SE NW

SITE LOGISTICS

$425,440 Total Cost

SCHEDULE

Belt Conveyor

Precon Worksheet RFP Super

Block B48 PRECONSTRUCTION SERVICES WORKSHEET MAJOR ACTIVITIES / HOURS

DURATION: #DIV/0! weeks #DIV/0! months

Schematic Design: 04/01/11-06/30/11

Total Schematic Design

Design Development: 07/01/11-10/31/11

Construction Documents: 11/01/11-03/01/12

#DIV/0! weeks #DIV/0! months

weeks

Avg. Hrs./Wk. 5.8 weeks 1.3 months

weeks

0 #DIV/0!

10 15

6 18 8

12 22 10

8 22

3 4 8 5

5 4 4 6

21 4 10 8

5 5 7

5 5 8 4 9 5

20 8 18 12 11 6

Field Field Field Field Field Field Field Field Field Field Field Field Field Field Field

6 6 8 5 11 9

72 12.4

87 15.0

162 27.9

0 0.0

110 19.0

28 56 4

26 54 28

33 64 28

28 64

5 5 12 18 6

12 7 3 8 8

76 8 22 30 22

3 3 17

9 9 15 7 27 9

69 22 58 29 30 15

Field Field Field Field Field Field Field Field Field Field Field Field Field Field Field Field

15 15 19 10 29 23

222

506

356

Avg. Hrs./Wk. 16.4 weeks 3.8 months

8 weeks 8 weeks

Total Construction Documents

180

SE NW

6 10 7 12

18 30 41 19 45

SITE LOGISTICS

Meetings - Attend Design/Planning Meetings - Attend All team integrative workshop - City Meetings Cost Estimates and Studies - Update/Track Budget Status - Perform Value Analysis/Cost Studies - 50% CD Estimate - Insure Compliance w/ Sustainable Strategies & LEED Goals - 90% CD Estimate Schedule and Constructability - Revise & Update Schedule - Basepin/BIM Integration in Design Process - Manage Design-Assist Subcontractors - Update Construction Work Plan - Site Logistics - Construction Documents Constructability/QA Review - Evaluate Early Procurement or Early Work Options

Lead Estimator

SCHEDULE

Total Design Development

Super'nt

ESTIMATE

Meetings - Attend Design/Planning Meetings - Attend All team integrative workshop - City Meetings - Preliminary Street Use, Swale Coordination Cost Estimates and Studies - Update/Track Budget Status - Perform Cost Studies/Value Engineering - Develop Sustainable Strategies & LEED Goals - Design Development Estimate Schedule and Constructability - Revise & Update Schedule - BIM Integration in Design Process - Select and Manage Design-Assist Subcontractors - Update Construction Work Plan - Site Logistics - Design Development Constructability/QA Review - Evaluate Early Procurement or Early Work Options

Project Manager

DESIGN

Meetings - Attend Design/Planning Meetings - Attend Eco-Charrette, Sustainability Strategies sessions - Attend All team integrative workshop - City Meetings - Preliminary Street Use, Swale coordination Cost Estimates and Studies - Prepare Conceptual Cost Estimate - Prepare Schematic Design Cost Estimate - Perform System Value Analysis/Cost Studies - Develop Sustainable Strategies & LEED Goals Schedule and Constructability - Develop & Update Construction & Preconstruction Schedule - Develop Preliminary Procurement Plan - BIM Integration in Design Process - Schematic Design Constructibility and Design Review - Develop Construction Work Plan - Site Logistics

Chief Project Architect Executive

PROJECT TEAM

3.3| Preconstruction Services

Block B48 PRECONSTRUCTION SERVICES WORKSHEET MAJOR ACTIVITIES / HOURS

DURATION: #DIV/0! weeks #DIV/0! months Avg. Hrs./Wk. Total Hours Avg hours/Week % of Time (40 hr wk) W2 Pay rate ($/hr) Burden (?%) Hourly Rate Total Labor

Chief Project Architect Executive

Project Manager

Super'nt

Lead Estimator

0 0 0.00%

466 22 54.27%

11.0

13.5

30.9

252 11 27.44%

309 14 33.84%

668 31 77.14%

$ 77.00 $ 19,404.00

$ 94.23 $ 29,117.07

$ 58.00 $ 38,744.00

0.0

$ $

50.00 -

Sub-contractor Design Services: Construction Documents

Mechanical* Electrical* Plumbing* Other, please specify * Please detail rates and hours included in proposal seperately

$ 46.15 $ 21,505.90 $ 108,770.97

$ 8,705.00 $ 16,400.00 Incl Mech $

$ 60,940.00 $ 56,300.00 incl Mech $

117,240

800 2000 300

3,100

Overhead and profit (9) Insurance (7) B&O tax Sales tax if applicable (?%) Other, please specify

$ $ $ $ $ $ $

9,789 7,614 17,403

Grand Total

154,379

Contractors Mark-ups

State Fee Structure - GMP or Fixed:

SE NW

Page 2

SITE LOGISTICS

4/25/2015

SCHEDULE

ESTIMATE

Reimbursables

Printing & Plan Distribution (Misc plan reproduction, supplies) Builder's Exchange Misc Precon Tools & Expenses - Collaboration, phones etc Travel/Milage/Parking Courier/Deliveries Other, please specify

Vulcan Inc. Confidential

25,105

DESIGN

Sub-contractor Preconstruction: VE, Risk, Constructability, Cost Estimate

Mechanical* Electrical* Plumbing* Other, please specify * Please detail rates and hours included in proposal seperately

21.7

PROJECT TEAM

Precon Worksheet RFP Super

DESIGN ESTIMATE

SCHEDULE

SITE LOGISTICS

SE NW

PROJECT TEAM

3.4| General Conditions

PROJECT TEAM

DESIGN ESTIMATE

SCHEDULE

SITE LOGISTICS

SE NW

PROJECT TEAM

DESIGN ESTIMATE

SCHEDULE

SITE LOGISTICS

SE NW

PROJECT TEAM

DESIGN ESTIMATE

SCHEDULE

SITE LOGISTICS

SE NW

GC Cash Flow M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 42170 42200 42231 42262 42292 42313 42353 42384 42415 42444 42475 42505 42536 42567

76791.36

292 2500

PROJECT TEAM

3.5| G.C. Cash Flow 2600 35040

1600

545.04

DESIGN

37500 1200 5000

5000

1680 14600

67896 4650 4375 250

250

10905.18

250

6066.667 6066.667 6066.667 6066.667 6066.667 6066.667 6066.667 6066.667

6070

4800

250

2400

250

2400

2250

865 203449.6 2400

2400

4800 4800 1066.667 1066.667 1066.667 1066.667 1066.667 1066.667 1066.667 1066.667

1070

2400

SCHEDULE

4900 4900

250

ESTIMATE

2400

250

4460

865 2400

250

4900

34300

4900

14700

14700 34300

SITE LOGISTICS

SE NW

1868.8

1500

1500 2336

1500

1868.8 14600 1500

1576.8

1868.8 1500

850

2000

1000 800

1000 1000 800 800 583.3333 583.3333

1000 800 582

1000 800

9700

16500

500 180

400

3000 400

400

500 180

500 180 5500

500 180

12500

DESIGN

800 3000 400 5600

PROJECT TEAM

1868.8

12500 1000

1650 75 269 2700

400

75 269

540 2000 400

540

400

5760

120

120 1000

120

497

259.2333 259.2333 259.2333 259.2333 259.2333 259.2333 259.2333 259.2333

261

215

497

SCHEDULE

497

75 269

ESTIMATE

540

75 269

580 630 215 1072

215

SE NW

215

SITE LOGISTICS

2400 1225 700 300

215

PROJECT TEAM

2673.26 604.6667 604.6667 560

280

604

4749

4750

560

280

30000

30000 100000 4500 3000

30000

4500 3000

3000

DESIGN

28 560 350 880 196

300 1000

3200 300 1000

300 1000

250

ESTIMATE

300 1000

SCHEDULE

6358.421 6358.421 6358.421 6358.421 6358.421 6358.421 6358.421 6358.421 6358.421

11680 8760 7410.96 7592 7300

SE NW

11680 8760 7410.96 7592 7300

SITE LOGISTICS

11680 8760 7410.96 7592 7300

3179

7300 7300 7300

7942.4 7241.6 3504

5974.32

8760

11680 11680 8760

8760

7861.057 7861.057 7861.057 7861.057 7861.057 7861.057 7861.057 7861.057 7861.057 7861.057 7861.057 7861.057 7861.057 11613.26 11613.26 11613.26 11613.26 11613.26 11613.26 11613.26 11613.26 11613.26 11613.26 11613.26 11613.26 11613.26

4152 7950

8760

PROJECT TEAM

7300 7300 7300

DESIGN

8054

8053

577

ESTIMATE

25000 571.4286 571.4286 571.4286 571.4286 571.4286 571.4286 571.4286 571.4286 571.4286 571.4286 571.4286 571.4286 571.4286

2500

398057.1 167163.2 168867.6 228086.8 213086.8 213086.8 214251.5 213691.5 408629.8 398057.1 565220.3 734087.9 962174.7 1175262 1388348 1602600 1816291 2224921

416398 251913.4 2641319 2893232

211287 236924.6 139618.1 3104519 3341444 3481062

SCHEDULE

SITE LOGISTICS

SE NW

3.6| Substructure Estimate 10 26 50 8 29 67 301 916 1,580 1,981 1,475 1,475

EA EA EA EA CY CY CY CY CY CY LF LF

$ $ $ $ $ $ $ $ $ $ $ $

1,239.46 2,384.34 3,430.43 6,813.68 276.00 359.00 521.00 793.00 858.00 1,234.00 23.50 63.12

81,689 8,200 1 10 8 82 22 18 1,475 160 118 195 160

SF SF EA EA EA EA EA EA LF LF LF LF LF

$ $ $ $ $ $ $ $ $ $ $ $ $

5.69 23.49 179.26 203.11 203.11 105.99 138.61 203.11 219.39 219.39 237.69 279.75 355.69

73,255 8,200 1 10 8 82 22 18 14 46 1,475 772 76 109 201 161 19

SF SF EA EA EA EA EA EA CY CY CY LF LF LF LF LF LF LF

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

23.49 23.49 179.26 203.11 203.11 105.99 138.61 203.11 650.00 675.00 700.00 216.52 4.42 219.39 237.69 279.75 355.69 143.68

73,954 1,575 8,200 1 10 8 73 22 18 14 46 813 116 103 59 53 73 795 76

SF SF SF EA EA EA EA EA EA CY CY CY LF LF LF LF LF LF LF

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

23.49 31.38 23.49 179.26 203.11 203.11 105.99 138.61 203.11 650.00 675.00 700.00 216.52 229.51 257.88 273.35 307.14 4.42 219.39

Amount $

5,143,578 12,395 61,993 171,522 54,509 8,096 23,933 156,840 726,271 1,356,021 2,444,234 34,663 93,102 710,062 464,810 192,618 179 2,031 1,625 8,691 3,049 3,656 323,600 35,102 28,047 54,551 56,910 2,455,921 1,720,760 192,618 179 2,031 1,625 8,691 3,049 3,656 9,317 0 32,407 319,367 3,412 16,674 25,908 56,230 57,266 2,730 2,469,226 1,737,179 49,424 192,618 179 2,031 1,625 7,737 3,049 3,656 9,317 0 32,407 176,085 26,623 26,562 15,991 22,421 3,514 16,674

14 0.03274706 0.16378774 0.45316715 0.14401627 0.02138998 0.06323289 0.41437878 1.91883781 3.58266644 6.4577711 0.09157981 0.24597947 1.876013 1.22804901 0.50890501 0.00047361 0.00536625 0.004293 0.02296247 0.0080567 0.00965926 0.85496572 0.09274204 0.07410248 0.14412674 0.15035971 6.48864765 4.54632148 0.50890501 0.00047361 0.00536625 0.004293 0.02296247 0.0080567 0.00965926 0.02461503 0 0.08562176 0.84378129 0.00901528 0.04405247 0.0684506 0.14856141 0.15129946 0.00721257 6.52380174 4.58970253 0.130579 0.50890501 0.00047361 0.00536625 0.004293 0.0204422 0.0080567 0.00965926 0.02461503 0 0.08562176 0.46522382 0.07033953 0.07017699 0.04224884 0.05923782 0.00928387 0.04405247

15.7% 0.0% 0.2% 0.5% 0.2% 0.0% 0.1% 0.5% 2.2% 4.1% 7.5% 0.1% 0.3% 2.2% 1.4% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 1.0% 0.1% 0.1% 0.2% 0.2% 7.5% 5.3% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.1% 1.0% 0.0% 0.1% 0.1% 0.2% 0.2% 0.0% 7.5% 5.3% 0.2% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.1% 0.5% 0.1% 0.1% 0.0% 0.1% 0.0% 0.1%

11,379,265

SITE LOGISTICS

Unit

SCHEDULE

Quantity

378,495 SF Cost per % of Gross SF Building Cost

ESTIMATE

SE NW

GSFA:

Element Rate

DESIGN

DETAILED COST ESTIMATE: Parking Substructure TEAM: Sterling-Endeavor Northwest PROJECT: Block 48 LEVEL 2 GROUP ELEMENTS Level 3 Elements A PARKING STRUCTURE A 10 FOUNDATIONS A 1010 Small 4'-0" SQ Pad Foundations A 1020 M edium 6'-0" SQ Pad Foundations A 1030 M edium 8'-0" SQ Pad Foundations A 1040 Large 14'-0" SQ Pad Foundations A 1050 2'-0" Deep M at Foundation A 1060 3'-0" Deep M at Foundation A 1070 4'-0" Deep M at Foundation A 1080 5'-6" Deep M at Foundation A 1090 6'-0" Deep M at Foundation A 1100 8'-0" Deep M at Foundations A 1110 12" CIP Stem Walls A 1120 1'-6" Deep x 3'-6" Strip FTG A 20 PARKING STRUCTURE LEVEL E A 2010 4" Slab on Grade A 2020 8" PT Parking Ramps A 2030 3'-0" x 1'-8" Type E Column A 2040 3'-0" x 2'-0" Type F Column A 2050 3'-0" x 2'-0" Type G Column A 2060 2'-0" x 1'-0" Type H Column A 2070 2'-0" x 1'-6" Type J Column A 2080 2'-4" x 2'-4" Type K Column A 2090 12" CIP Perimeter Walls A 2100 Shear Wall Type 1 - 12" A 2110 Shear Wall Type 2 - 18" A 2120 Shear Wall Type 3 - 24" A 2130 Shear Wall Type 4 - 36" A 30 PARKING STRUCTURE LEVEL D A 3010 8" PT Suspended Slabs A 3020 8" PT Parking Ramps A 3030 3'-0" x 1'-8" Type E Column A 3040 3'-0" x 2'-0" Type F Column A 3050 3'-0" x 2'-0" Type G Column A 3060 2'-0" x 1'-0" Type H Column A 3070 2'-0" x 1'-6" Type J Column A 3080 2'-4" x 2'-4" Type K Column A 3090 PT Beams Type 1 - 6 Ft A 3100 PT Beams Type 2 - 8 Ft A 3110 PT Beams Type 3 - 10 Ft A 3120 12" CIP Perimeter Walls A 3130 Expansion Joint A 3140 Shear Wall Type 1 - 12" A 3150 Shear Wall Type 2 - 18" A 3160 Shear Wall Type 3 - 24" A 3170 Shear Wall Type 4 - 36" A 3180 Shear Wall Type 5 - 8" A 40 PARKING STRUCTURE LEVEL C A 4010 8" PT Suspended Slabs A 4020 12" PT Suspended Slabs A 4030 8" PT Parking Ramps A 4040 3'-0" x 1'-8" Type E Column A 4050 3'-0" x 2'-0" Type F Column A 4060 3'-0" x 2'-0" Type G Column A 4070 2'-0" x 1'-0" Type H Column A 4080 2'-0" x 1'-6" Type J Column A 4090 2'-4" x 2'-4" Type K Column A 4100 PT Beams Type 1 - 6 Ft A 4110 PT Beams Type 2 - 8 Ft A 4120 PT Beams Type 3 - 10 Ft A 4130 12" Perimeter CIP Walls A 4140 14" Perimeter CIP Walls A 4150 18" Perimeter CIP Walls A 4160 20" Perimeter CIP Walls A 4170 24" Perimeter CIP Walls A 4180 Expansion Joint A 4190 Shear Wall Type 1 - 12"

April 26, 2015

PROJECT TEAM

Uniformat Assemblies Vulcan

47,476 28,373 8,200 1 10 8 66 22 18 10 13 46 813 116 103 59 73 809 76 109 201 161 19

SF SF SF EA EA EA EA EA EA CY CY CY LF LF LF LF LF LF LF LF LF LF LF

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

36,258 1,838 1,277 1 10 8 62 22 18 16 813 116 103 59 73 260 76 109 218 161 19 85,502

SF SF SF EA EA EA EA EA EA CY CY CY LF LF LF LF LF LF LF LF LF LF LF SF

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

46,025 10 566 138 822 25

SF EA LF EA EA EA

$ $ $ $ $ $

1 1 1 190,004 1,475 63,335 174,170

LS LS LS CY LF CY CY

$ $ $ $ $ $ $

FLRS

700.00 216.52 229.51 257.88 273.35 307.14 4.42 219.39 237.69 279.75 355.69 143.68

32,407 176,085 26,623 26,562 15,991 22,421 3,514 16,674 25,908 56,230 57,266 2,730 $ 2,690,420 23.49 1,115,211 31.38 890,345 23.49 192,618 179.26 179 203.11 2,031 203.11 1,625 105.99 6,571 138.61 3,049 203.11 3,656 650.00 6,211 675.00 6,450 700.00 32,407 216.52 176,085 229.51 26,623 257.88 26,562 273.35 15,991 307.14 22,421 4.42 3,576 219.39 16,674 237.69 25,908 279.75 56,230 355.69 57,266 143.68 2,730 $ 3,053,637 23.49 851,700 31.38 57,676 23.49 29,997 179.26 179 203.11 2,031 203.11 1,625 105.99 6,571 138.61 3,049 203.11 3,656 650.00 0 675.00 0 700.00 11,148 216.52 176,085 229.51 26,623 257.88 26,562 273.35 15,991 307.14 22,421 4.42 1,149 219.39 16,674 237.69 25,908 279.75 60,986 355.69 57,266 143.68 2,730 19.34 1,653,609 958,049 10.74 494,309 13,450 134,500 65.00 36,790 2,062.00 284,556 9.32 7,661 9.32 233 5,810,019 250,000.00 250,000 324,000.00 324,000 30,000.00 30,000 3.51 667,023 600.00 885,000 0.33 21,191 20.86 $ 3,632,805

54 12

26,768.06

0.08562176 0.46522382 0.07033953 0.07017699 0.04224884 0.05923782 0.00928387 0.04405247 0.0684506 0.14856141 0.15129946 0.00721257 7.10820432 2.94643586 2.35232893 0.50890501 0.00047361 0.00536625 0.004293 0.01736187 0.0080567 0.00965926 0.01641002 0.01704118 0.08562176 0.46522382 0.07033953 0.07017699 0.04224884 0.05923782 0.00944736 0.04405247 0.0684506 0.14856141 0.15129946 0.00721257 8.06783942 2.25022899 0.15238362 0.07925265 0.00047361 0.00536625 0.004293 0.01736187 0.0080567 0.00965926 0 0 0.02945388 0.46522382 0.07033953 0.07017699 0.04224884 0.05923782 0.00303624 0.04405247 0.0684506 0.1611263 0.15129946 0.00721257 4.36890495 2.53120527 1.30598423 0.35535476 0.09720076 0.75180914 0.0202408 0.0006156 15.350319 0.66051071 0.85602188 0.07926128 1.76230333 2.3382079 0.05598753 9.59802639

0.1% 0.5% 0.1% 0.1% 0.0% 0.1% 0.0% 0.1% 0.1% 0.2% 0.2% 0.0% 8.2% 3.4% 2.7% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.1% 0.5% 0.1% 0.1% 0.0% 0.1% 0.0% 0.1% 0.1% 0.2% 0.2% 0.0% 9.3% 2.6% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.5% 0.1% 0.1% 0.0% 0.1% 0.0% 0.1% 0.1% 0.2% 0.2% 0.0% 5.0% 2.9% 1.5% 0.4% 0.1% 0.9% 0.0% 0.0% 17.7% 0.8% 1.0% 0.1% 2.0% 2.7% 0.1% 11.1%

321,217 0.84866833 321,217 0.84866833

1.0% 1.0%

34.7%

SITE LOGISTICS

$ $ $ $ $ $ $ $ $ $ $ $

SCHEDULE

SE NW

CY LF LF LF LF LF LF LF LF LF LF LF

ESTIMATE

D SERVICES D10 CONVEYING D 1010 Elevators & Lifts

46 813 116 103 59 73 795 76 109 201 161 19

DESIGN

PT Beams Type 3 - 10 Ft 12" Perimeter CIP Walls 14" Perimeter CIP Walls 18" Perimeter CIP Walls 20" Perimeter CIP Walls 24" Perimeter CIP Walls Expansion Joint Shear Wall Type 1 - 12" Shear Wall Type 2 - 18" Shear Wall Type 3 - 24" Shear Wall Type 4 - 36" Shear Wall Type 5 - 8" PARKING STRUCTURE LEVEL B 8" PT Suspended Slabs 12" PT Suspended Slabs 8" PT Parking Ramps 3'-0" x 1'-8" Type E Column 3'-0" x 2'-0" Type F Column 3'-0" x 2'-0" Type G Column 2'-0" x 1'-0" Type H Column 2'-0" x 1'-6" Type J Column 2'-4" x 2'-4" Type K Column PT Beams Type 1 - 6 Ft PT Beams Type 2 - 8 Ft PT Beams Type 3 - 10 Ft 12" CIP Perimeter Walls 14" CIP Perimeter Walls 18" CIP Perimeter Walls 20" CIP Perimeter Walls 24" CIP Perimeter Walls Expansion Joint Shear Wall Type 1 - 12" Shear Wall Type 2 - 18" Shear Wall Type 3 - 24" Shear Wall Type 4 - 36" Shear Wall Type 5 - 8" PARKING STRUCTURE LEVEL A 8" PT Suspended Slabs 12" PT Parking Ramps 8" PT Parking Ramps 3'-0" x 1'-8" Type E Column 3'-0" x 2'-0" Type F Column 3'-0" x 2'-0" Type G Column 2'-0" x 1'-0" Type H Column 2'-0" x 1'-6" Type J Column 2'-4" x 2'-4" Type K Column PT Beams Type 1 - 6 Ft PT Beams Type 2 - 8 Ft PT Beams Type 3 - 10 Ft 12" CIP Perimeter Walls 14" CIP Perimeter Walls 18" CIP Perimeter Walls 20" CIP Perimeter Walls 24" CIP Perimeter Walls Expansion Joint Shear Wall Type 1 - 12" Shear Wall Type 2 - 18" Shear Wall Type 3 - 24" Shear Wall Type 4 - 36" Shear Wall Type 5 - 8" 14" Garage Ceiling Slab NON-STRUCTURAL ELEMENTS CM U Partition Walls Stairs - 14 Treads with Landing Cable Rails Doors Typ Paint - Parking Stalls Typ Paint - Pakring Stalls HC DEMOLITION, EXCAVATION AND SOLDIER PILE WALL Discovery Center Relocation Demolition Clean and Repair - Discovery Center M ass Excavation Soldier Pile Wall Backfill Haul Away Excess

PROJECT TEAM

A 4120 A 4130 A 4140 A 4150 A 4160 A 4170 A 4180 A 4190 A 4200 A 4210 A 4220 A 4230 A 50 A 5010 A 5020 A 5030 A 5040 A 5050 A 5060 A 5070 A 5080 A 5090 A 3090 A 3100 A 3110 A 5110 A 5120 A 5130 A 5140 A 5150 A5160 A 5170 A 5180 A 5190 A 5200 A 5210 A 60 A 6010 A 6020 A 6030 A 6040 A 6050 A 6060 A 6070 A 6080 A 6090 A 6100 A 6110 A 6120 A 6130 A 6140 A 6150 A 6160 A 6170 A 6180 A 6190 A 6200 A 6210 A 6220 A 6230 A 6240 A 70 A 7010 A 7020 A 7030 A 7040 A 7050 A 7060 A 80 A 8010 A 8020 A 8030 A 8040 A 8050 A 8060 A 8070

604,000

Soldier Pile Wall Backfill Haul Away Excess

1,475 63,335 174,170

$ $ $

600.00 0.33 20.86

FLRS

26,768.06

378,495

2.75

378,495

3.01

378,495 378,495 378,495 378,495 378,495 378,495 378,495 10 5 26

SF SF SF SF SF SF SF EA EA EA

$ $ $ $ $ $ $ $ $ $

0.25 1.40 1.00 0.45 1.00 0.45 0.15 2,700.00 500.00 4,500.00

885,000 2.3382079 21,191 0.05598753 $ 3,632,805 9.59802639 $ $ $ $ $

BUILDING CONSTRUCTION & SITE SUB-TOTAL: $

1 1 1

LS LS LS

$ 120,000.00 $ 110,000.00 $ 100,000.00

1 1

LS LS

6.00% 2.00%

2.00%

7.00%

$ $

TOTAL COST: $

0.84866833 0.84866833 0 2.75 2.75 3.01 3.01 5.08705927 0.25 1.4 1 0.45 1 0.45 0.15 0.07133516 0.00660511 0.30911901

1.0% 1.0% 0.0% 3.2% 3.2% 3.5% 3.5% 5.9% 0.3% 1.6% 1.2% 0.5% 1.2% 0.5% 0.2% 0.1% 0.0% 0.4%

27,717,686 73.2313126

100%

330,000 120,000 110,000 100,000 2,217,415 1,663,061 554,354 554,354 554,354 1,940,238 1,940,238

0.87187413 0.31704514 0.29062471 0.26420428 5.858505 4.39387875 1.46462625 1.46462625 1.46462625 5.12619188 5.12619188

1.0% 0.4% 0.3% 0.3% 6.8% 5.1% 1.7% 1.7% 1.7% 5.9% 5.9%

32,759,692

100%

4,426,774

23.391455 13.5%

ESTIMATE

Z CONTINGENCIES, ALLOWANCES, FEES & MARK-UPS Z10 ALLOWANCES Z 1010 Plumbing for Water Drainage Z 1020 Sack & Patch plus Crane hole patch Z 1030 Unforseen Conditions Z20 OVERHEAD & PROFIT Z 2010 Overhead @ 6% Z 2020 Profit @ 2% Z30 CONTINGENCIES Z 1010 Construction Contingencies @ 2% Z30 INSURANCE Z 1010 @ 7%

321,217 321,217 0 1,040,861 1,040,861 1,139,270 1,139,270 1,925,427 94,624 529,893 378,495 170,323 378,495 170,323 56,774 27,000 2,500 117,000

2.7% 0.1% 11.1%

DESIGN

D SERVICES D10 CONVEYING D 1010 Elevators & Lifts D20 PLUMBING D30 HVAC D 3010 Garage Exhaust System D40 FIRE PROTECTION D 4010 Sprinklers D50 ELECTRICAL D 5010 Branch Power D 5020 Lighting Branch D 5030 Light + Controls Quote D 5040 M echanical D 5050 Fire Alarm D 5060 DAS D 5070 Comm Rough-In D 5080 CCTV D 5090 Durress/Burgler/Panic D 5100 Electric Vehicle Charging

LF CY CY

PROJECT TEAM

A 8050 A 8060 A 8070

SCHEDULE

SITE LOGISTICS

SE NW

enter estimate type here

3.6.1| Substructure Summary

April 26, 2015

SUMMARY COST ESTIMATE

PROJECT: enter project name here LEVEL 2 GROUP ELEMENTS Substructure Shell Interiors Services Equipment & Furnishings Special Construction & Demo

Building Sitework

Quantity 378,495 144,873 19,078 1

465,086.52

Unit SF SF SF LS

GSFA:

427,777 SF Cost per % of Gross SF Building Cost 189.65 49.8% 45.74 12.0% 7.83 2.1% 127.53 33.5% -

$ $ $ $ $

Amount 11,379,265 2,744,192 469,680 7,651,960 156,450.41

465,087

7.75

2.0%

22,866,634 $

53.45

100%

SUBTOTAL BUILDING COST: $

3,481,062

ALLOWANCES:

1,058,383

INSURANCE:

1,600,664

7.0%

CONTINGENCY:

457,333

2.0%

TOTAL BUILDING COST: $ CM FEES: $ GRAND TOTAL COST OF CONSTRUCTION: $

29,464,077 $

68.88

3361937 32,826,014 $

ESTIMATE

GENERAL CONDITIONS

DESIGN

A B C D E F

Element Rate 30.06 18.94 24.62 #DIV/0! 156,450.41

PROJECT TEAM

enter client name here

76.74

SCHEDULE

SITE LOGISTICS

SE NW

3.7| Superstructure Estimate

April 25, 2015

DETAILED COST ESTIMATE PROJECT: Block 48

LEVEL 2 GROUP ELEMENTS Level 3 Elements

Quantity

$ $ $ $ $ $ $ $ $

15.84 15.84 983.70 15.84 983.70 15.84 15.84 15.84 983.70

5,539 5,539 3,682 2,576 4,137 4,137 3,985 12,033 12,033 7,215 8,326 17 19

SF SF SF SF SF SF SF SF SF SF SF SF EA EA

$ $ $ $ $ $ $ $ $ $ $ $ $ $

48.37 9.23 49.70 5.15 8.32 7.96 49.70 5.15 48.37 9.23 49.70 5.15 3,600.00 3,000.00

6,905 11,471 8,013

SF SF SF

$ $ $

10.46 6.86 10.46

23 4 88

EA EA EA

$ $ $

1,479.00 805.73 1,110.72

1 54 20 121 315

LS EA EA EA SF

$ $ $ $ $

26,500.00 275.00 275.00 275.00 8.99

5,301 1,796 1,796 2,763 8,472 6,047 2,763 8,472 6,047 676 471 1,349 6,444

SF SF SF SF SF SF SF SF SF LF LF LF SF

$ $ $ $ $ $ $ $ $ $ $ $ $

1.09 1.09 1.09 9.57 9.57 9.57 3.44 3.44 3.44 4.08 4.08 4.08 1.09

FLRS

26,768.06

56 12 1

FXTS LS LS

$ $ $

3,500.00 2,800.00 -

1 1 44 1 1 1 1 1

LS LS SYS LS LS LS LS LS

$ $ $ $ $ $ $ $

1,051,167.00 30,000.00 15,000.00 -

49,282

5.10

$ $

515,981 44,019 59,384 36,397 14,399 11,804 113,525 103,467 79,865 53,120 1,993,478 267,921 51,125 182,995 13,266 34,420 32,931 198,055 0 582,036 111,065 358,586 42,879 61,200 57,000 234,733 72,226 78,691 83,816

10.469961 0.8932137 1.2049868 0.7385435 0.2921667 0.2395276 2.3035851 2.0994862 1.6205771 1.0778743 40.450433 5.4364967 1.0373964 3.71323 0.2691936 0.6984262 0.6682058 4.0188 0 11.81032 2.2536543 7.2761962 0.8700722 1.2418327 1.1566089 4.7630644 1.4655716 1.5967505 1.7007423

5.4% 0.5% 0.6% 0.4% 0.2% 0.1% 1.2% 1.1% 0.8% 0.6% 20.8% 2.8% 0.5% 1.9% 0.1% 0.4% 0.3% 2.1% 0.0% 6.1% 1.2% 3.7% 0.4% 0.6% 0.6% 2.5% 0.8% 0.8% 0.9%

134,983 34,017 3,223 97,743 82,957 26,500 14,850 5,500 33,275 2,832 251,740 5,778 1,958 1,958 26,442 81,077 57,870 9,505 29,144 20,802 2,758 1,922 5,504 7,024

2.7389976 0.690252 0.0653975 1.9833481 1.6833093 0.5377217 0.3013271 0.1116026 0.6751958 0.0574622 5.1081496 0.1172454 0.0397232 0.0397232 0.536543 1.6451654 1.1742581 0.1928639 0.5913656 0.4220949 0.0559653 0.0389935 0.1116822 0.1425259

1.4% 0.4% 0.0% 1.0% 0.9% 0.3% 0.2% 0.1% 0.3% 0.0% 2.6% 0.1% 0.0% 0.0% 0.3% 0.8% 0.6% 0.1% 0.3% 0.2% 0.0% 0.0% 0.1% 0.1%

214,144 214,144 229,600 196,000 33,600 0 1,741,167 1,051,167 30,000 660,000 0 0 0 0 0 306,712 251,338

4.3452879 4.3452879 4.6589018 3.9771113 0.6817905 0 35.330689 21.329634 0.6087415 13.392314 0 0 0 0 0 6.2236151 5.1

2.2% 2.2% 2.4% 2.0% 0.4% 0.0% 18.2% 11.0% 0.3% 6.9% 0.0% 0.0% 0.0% 0.0% 0.0% 3.2% 2.6%

2,744,

SITE LOGISTICS

SE NW

SF SF EA SF EA SF SF SF EA

2779 3749 37 909 12 7,167 6,532 5,042 54

% of Building Cost

SCHEDULE

Amount

ESTIMATE

C INTERIORS C10 INTERIOR CONSTRUCTION C 1010 Bathroom Compartments C 1020 Urinal Screens C 1030 Interior Doors C20 STAIRS AND RAMPS C 2010 Exterior Stair - (Treads) C 2020 Building A -Interior Stairs - (Treads) C 2030 Building B -Interior Stair - (Treads) C 2040 Building C -Interior Stairs (Treads) C 2050 Ramps C30 INTERIOR FINISHES C 3010 Bathroom Wall Finishes C 3020 Bathroom Floor Finishes C 3030 Bathroom Ceiling Finishes C 3040 Common Area Floor Finishes - Building A C 3050 Common Area Floor Finishes - Building B C 3060 Common Area Floor Finishes - Building C C 3070 Common Area Ceiling Finishes - Building A C 3080 Common Area Ceiling Finishes - Building B C 3090 Common Area Ceiling Finishes - Building C C 3100 Metal Stud Partitions - Building A C 3110 Metal Stud Partitions - Building B C 3120 Metal Stud Partitions - Building C C 3130 Common Area Wall Finishes

Unit

49,282 Cost per Gross SF

DESIGN

B ABOVE GRADE SHELL B10 SUPERSTRUCTURE B 1010 Building A - Second Floor Construction B 1020 Building A - Third Floor Construction B 1030 Building A - Columns B 1040 Building B - Second Floor Construction B 1050 Building B - Columns B 1060 Building C - Second Floor Construction B 1070 Building C - Third Floor Construction B 1080 Building C - Fourth Floor Construction B 1090 Building C - Columns B 20 EXTERIOR ENCLOSURE B 2010 Building A - Exterior Walls - GFRC Rainscreen B 2020 Building A - Exterior Walls B 2030 Building A - Exterior Walls - Aluminum & Glass Curtain Wall B 2040 Building A - Exterior Walls - Perforated Metal Panels B 2050 Building B - Exterior Walls - Wood Siding B 2060 Building B - Exterior Walls B 2070 Building B - Exterior Walls - Aluminum & Glass Curtain Wall B 2080 Building B - Exterior Walls - Perforated Metal Panels B 2090 Building C - Exterior Walls - GFRC & Rainscreen B 2100 Building C - Exterior Walls B 2110 Building C - Exterior Walls - Aluminum & Glass Curtain Wall B 2120 Building C - Exterior Walls - Perforated Metal Panels B 2130 Exterior Doors - Metal Dbl Door - 5'-6"x6'-8" Opening B 2140 Exterior Doors - Storefront - 4'-6"x7'-8" B 30 ROOFING B 3010 Building A - Roof Covering B 3020 Building B - Roof Covering B 3030 Building C - Roof Covering

GSFA:

Element Rate

PROJECT TEAM

enter estimate type here Vulcan

3,225,

Metal Stud Partitions - Building A Metal Stud Partitions - Building B Metal Stud Partitions - Building C Common Area Wall Finishes

E EQUIPMENT & FURNISHINGS E10 EQUIPMENT E 1010 Commercial Equipment E 1020 Institutional Equipment E 1030 Vehicular Equipment E 1040 Other Equipment E20 FURNISHINGS F 2010 Fixed Furnishings F 2020 Movable Furnishings

2,758 1,922 5,504 7,024

0.0559653 0.0389935 0.1116822 0.1425259

0.0% 0.0% 0.1% 0.1%

FLRS

26,768.06

214,144 214,144 229,600 196,000 33,600 0 1,741,167 1,051,167 30,000 660,000 0 0 0 0 0 306,712 251,338 55,374 0 0 733,562 199,873 191,471 142,956 33,662 70,000 48,600 27,000 20,000

4.3452879 4.3452879 4.6589018 3.9771113 0.6817905 0 35.330689 21.329634 0.6087415 13.392314 0 0 0 0 0 6.2236151 5.1 1.1236151 0 0 14.884988 4.0556998 3.8852116 2.9007751 0.6830486 1.4203969 0.9861613 0.5478674 0.4058277

2.2% 2.2% 2.4% 2.0% 0.4% 0.0% 18.2% 11.0% 0.3% 6.9% 0.0% 0.0% 0.0% 0.0% 0.0% 3.2% 2.6% 0.6% 0.0% 0.0% 7.7% 2.1% 2.0% 1.5% 0.4% 0.7% 0.5% 0.3% 0.2%

56 12 1

FXTS LS LS

$ $ $

3,500.00 2,800.00 -

1 1 44 1 1 1 1 1

LS LS SYS LS LS LS LS LS

$ $ $ $ $ $ $ $

1,051,167.00 30,000.00 15,000.00 -

49,282 1 1 1

SF LS LS LS

$ $ $ $

5.10 55,374.00 -

1 1 1 1 1 1 1 1

LS LS LS LS LS LS LS LS

$ $ $ $ $ $ $ $

199,873.00 191,471.00 142,956.00 33,662.00 70,000.00 48,600.00 27,000.00 20,000.00

1 1 1 1

LS LS LS LS

$ $ $ $

0 0 0 0 0 0 0 0

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

1 1

LS LS

$ $

3 2 1 1 3,049 687 1 1 1

EA EA LS LS SF SF LS LS LS

$ $ $ $ $ $ $ $ $

156,450 40,365 72,630 10,685 150 8,507 24,114 0 0 0 0 0 0

3.1745954 0.8190617 1.4737632 0.2168134 0.0030437 0.1726129 0.4893004 0 0 0 0 0 0

1.6% 0.4% 0.8% 0.1% 0.0% 0.1% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

1 1

LS LS

$ $

BUILDING CONSTRUCTION SUB-TOTAL: $

6,595,508

133.83199

100%

184,087 184,087 45,000 45,000 0 0 236,000 100,000 90,000 40,000 6,000

3.7353703 3.7353703 0.9131123 0.9131123 0 0 4.7887667 2.0291384 1.8262246 0.8116554 0.1217483

1.9% 1.9% 0.5% 0.5% 0.0% 0.0% 2.5% 1.0% 0.9% 0.4% 0.1%

BUILDING CONSTRUCTION & SITE SUB-TOTAL: $

7,060,595

143.26924

100%

728,383 464,485 109,777 23,286 30,835 100,000 1,144,522 423,636 579,675 141,212 141,212 141,212 494,242 494,242

14.779899 9.4250436 2.2275273 0.4725052 0.6256848 2.0291384 23.223944 8.5961545 11.762405 2.8653848 2.8653848 2.8653848 10.028847 10.028847

7.6% 4.9% 1.1% 0.2% 0.3% 1.0% 12.0% 4.4% 6.1% 1.5% 1.5% 1.5% 5.2% 5.2%

9,568,954

194

100%

13,455.00 36,315.00 10,685.00 150.00 2.79 35.10 -

9,983

18.44

1 1 1

LS LS LS

$ $ $

45,000.00 -

1 1 1 1

LS LS LS LS

$ $ $ $

100,000.00 90,000.00 40,000.00 6,000.00

1 1 1 1 1

LS LS LS LS LS

$ $ $ $ $

464,485.00 109,777.00 23,286.00 30,835.00 100,000.00

1 1 1

LS LS LS

6.00% 8.21% 2.00%

2.00%

7.00%

$ $

TOTAL COST: $

SE NW

3,225,186

465,087

16.21%

SITE LOGISTICS

Z CONTINGENCIES, ALLOWANCES, FEES & MARK-UPS Z10 ALLOWANCES Z 1010 Lighting + Controls Quote Z 1020 Mechanical Electric Z 1030 DAS (800 MHz) Z 1040 AV Rough-in Z 1050 Landscaping Z20 OVERHEAD & PROFIT Z 2010 Overhead @ 6% Z 2020 A/E Fee 8.21% Z 2020 Profit @ 2% Z30 CONTINGENCIES Z 1010 Construction Contingencies @ 2% Z30 INSURANCE Z 1010 @ 7%

4.08 4.08 4.08 1.09

SCHEDULE

G PARKING STRUCTURE SITEWORK G20 SITE IMPROVEMENTS G 2010 Pedestrian Paving - Terrazo G30 SITE MECHANICAL UTILITIES G 3010 Site Utility G 3020 Fuel Distribution G 3030 Other Mechanical Site Utilities G40 SITE ELECTRICAL UTILITIES G 4010 Site Power G 4020 Site Lighting G 4030 Site Comm G 4040 Site Meet Me Vaults

$ $ $ $

ESTIMATE

F SPECIAL CONSTRUCTION & DEMOLITION F10 SPECIAL CONSTRUCTION F 1010 Steel Tree Framework - Small F 1020 Steel Tree Framework - Large F 1030 Digital Trees Components F 1040 Digital Plant F 1050 Exterior Pedestrian Bridges F 1060 Pedestrian Bridge Glass Railings F 1070 Special Construction Systems F 1080 Special Facilities F 1090 Special Controls & Instrumentation F20 SELECTIVE BUILDING DEMOLITION F 2010 Building Elements Demolition F 2020 Hazardous Components Abatement

LF LF LF SF

DESIGN

D SERVICES D10 CONVEYING D 1010 Elevators & Lifts D20 PLUMBING D 2010 Plumbing System D 2020 Roof Drain System D 2030 Other Plumbing Systems D30 HVAC D 3010 Variable Refrigent Flow D 3020 Greese Duct System D 3030 Toilet Exhaust System D 3040 Energy Supply D 3050 Distribution Systems D 3060 Terminal & Package Units D 3070 Systems Testing & Balancing D 3080 Other HVAC Systems & Equipment D40 FIRE PROTECTION D 4010 Sprinklers D 4020 Fire Alarm D 4030 Fire Protection Specialties D 4040 Other Fire Protection Systems D50 ELECTRICAL D 5010 Distribution D 5020 Branch Power D 5030 Lighting Branch D 5040 Communication Rough In D 5050 Card Access D 5060 CCTV D 5070 Durress/Burglar/Panic D 5080 WAP

676 471 1,349 6,444

PROJECT TEAM

C 3100 C 3110 C 3120 C 3130

enter estimate estimate type type here here enter enter client client name name here here enter

April 25, 25, 2015 2015 April SUMMARY COST ESTIMATE PROJECT: enter project name here LEVEL 2 GROUP ELEMENTS Substructure Shell Interiors Services Equipment & Furnishings Special Construction & Demo

Building Sitework

Quantity 144,873 19,078 1

465,086.52

Unit sf sf sf sf

GSFA: $ $ $ $ $

Amount 2,744,192 469,680 3,225,186 156,450.41

465,087

SUBTOTAL BUILDING COST: $

49,282 SF % of Cost per Building Cost Gross SF 38.9% 45.74 6.7% 7.83 45.7% 53.75 -

7,060,595 $

7.75

6.6%

143.27

100%

728,383

INSURANCE:

494,242

7.0%

CONTINGENCY:

141,212

2.0%

TOTAL BUILDING COST: $ CM FEES: $ GRAND TOTAL COST OF CONSTRUCTION: $

8,424,431 $

1144522.4 9,568,954 $

170.94 16.2%

ESTIMATE

ALLOWANCES:

DESIGN

A B C D E F

Element Rate 18.94 24.62 #DIV/0! 156,450.41

PROJECT TEAM

3.7.1| Superstructure Summary

194.17

SCHEDULE

SITE LOGISTICS

SE NW

3.8| Project Summary

enter client client name name here here enter

April 25, 25, 2015 2015 April

SUMMARY COST ESTIMATE PROJECT: enter project name here LEVEL 2 GROUP ELEMENTS Substructure Shell Interiors Services Equipment & Furnishings Special Construction & Demo

Building Sitework

Quantity 378,495 144,873 19,078 1

465,086.52

Unit SF SF SF LS

GSFA:

427,777 SF Cost per % of Gross SF Building Cost 388.18 67.0% 45.74 7.9% 7.83 1.4% 127.53 22.0% -

$ $ $ $ $

Amount 23,290,911 2,744,192 469,680 7,651,960 156,450.41

465,087

7.75

1.3%

34,778,280 $

81.30

100%

SUBTOTAL BUILDING COST: $

3,481,062

ALLOWANCES:

1,058,383

INSURANCE:

2,434,480

7.0%

CONTINGENCY:

695,566

2.0%

TOTAL BUILDING COST: $ CM FEES: $ GRAND TOTAL COST OF CONSTRUCTION: $

42,447,771 $

99.23

3361937 45,809,708 $

ESTIMATE

GENERAL CONDITIONS

DESIGN

A B C D E F

Element Rate 61.54 18.94 24.62 #DIV/0! 156,450.41

PROJECT TEAM

enter estimate estimate type type here here enter

107.09

SCHEDULE

SITE LOGISTICS

SE NW

3.9| Digital Tree Workup Big Tree Materials Vertical Tube Rings Small Wrapping Tube Smaller wrapping tube Total LF 2 Trees Big Tree Labor $ 55.00 Hr

33 Hrs 2 Trees Total/Tree Total Big Trees

Small Tree Materials Vertical Tube Rings Small Wrapping Tube Smaller wrapping tube Total LF 3 Trees Small Tree Labor $ 55.00 Hr

Lighting

LF 492 408 136 288 1324 2648

LF 246 204 68 144 662 1986

3.5OD .375"W 2.75ID 2.5OD .25W 2ID 2.5OD .25W 2ID 1OD ,083W .834ID Total Material/Tree 2 Trees

$ $ $ $

$ $ $ $ $ $

Material Cost 18,066.00 10,330.00 3,443.00 2,661.00 34,500.00 69,000.00

$ $ $ $ $ $

Material Cost 6,228.00 3,500.00 1,167.00 800.00 11,695.00 35,085.00

1,815.00 3,630.00 36,315.00 72,630.00

2.5OD .25W 2ID 1.75OD .25W 1.25ID 1.75OD .25W 1.25ID .25OD .035W .18ID Total Material/Tree 2 Trees

32 hrs 3 Trees Total/ Tree $ Total Small Trees $

1760 5280 13,455.00 40,365.00

WFLS-RGB Outdoor LED Strips w/ multi color LEDs Weatherproof LED Tape Light with 9 smdS/FT., 3 Chip RGB SMD LED 5050

$ $

6.45 per ft 1428 ft 9,210.60 Total

249.95 ea 5 ea 1,249.75 Total

DMX-24CH-LV: DMX-24CH-LV 24

LDRF-RGBW6-TC4: Smartphone or Tablet WiFi Compatible RGB+White Controller w/ RF Touch Color Remote

$ $

Lighting Total $ Plants

Virginia Creeper Vine

44.95 ea 5 ea 224.75 Total 10,685.10 29.95 ea 5 ea

Planting Total $

SE NW

149.75

PRELIMINARY PROJECT DESCRIPTION

PARKING STRUCTURE

A10

FOUNDATIONS

A1020 6’ SQ PAD FOUNDATIONS A. Earthwork: Excavating, bulk bank and backfill. B. Foundation system: Spread Footing. 6 Square foot, 24-inch deep, 200K load, Soil capacity 6 KSF. 3000 psi concrete, (11) #6 each way grade 60. C. Forms: Plywood 4 uses, includes erecting, bracing, stripping, and cleaning.

A1040 14’ SQ PAD FOUNDATIONS A. Earthwork: Excavating, bulk bank and backfill B. Foundation system: Spread Footing. 14 Square foot, 52-inch deep, 1000K load, Soil capacity 6 KSF. 3000 psi concrete, (31) #8 bars each way grade 60. C. Forms: Plywood 4 uses, includes erecting, bracing, stripping, and cleaning.

A1070 4’ DEEP MAT FOUNDATIONS A. Earthwork: Excavating, bulk bank and backfill.

SE NW

SITE LOGISTICS

A1060 3’ DEEP MAT FOUNDATIONS A. Earthwork: Excavating, bulk bank and backfill. B. Foundation system: 8000 PSI concrete, with extra reinf. Per S2.01. C. Forms: Plywood 4 uses, includes erecting, bracing, stripping, and cleaning.

SCHEDULE

A1050 2’ DEEP MAT FOUNDATIONS A. Earthwork: Excavating, bulk bank and backfill. B. Foundation system: 8000 PSI concrete, #6 @ 18 O.C. Vert. reinforcement with extra Horiz. reinf. Per S2.01. C. Forms: Plywood 4 uses, includes erecting, bracing, stripping, and cleaning.

ESTIMATE

A1030 8’ SQ PAD FOUNDATIONS A. Earthwork: Excavating, bulk bank and backfill B. Foundation system: Spread Footing. 8-6” Square foot, 32-inch deep, 200K load, Soil capacity 3 KSF. 3000 psi concrete, (15) #8 each way grade 60. C. Forms: Plywood 4 uses, includes erecting, bracing, stripping, and cleaning.

DESIGN

A1010 4’ SQ PAD FOUNDATIONS A. Earthwork: Excavating, bulk bank and backfill. B. Foundation system: Spread Footing, 4 Square foot, 16-inch deep, 75K load, Soil capacity 6 KSF. 3000 psi concrete, (7) #5 each way, grade 60. C. Forms: Plywood 4 uses. Includes erecting, bracing, stripping, and cleaning.

PROJECT TEAM

3.10| PPD Sterling-Endeavor Northwest

Foundation system: 8000 PSI concrete, #6 @ 18 O.C. Vert. reinforcement with extra Horiz. reinf. Per S2.01. Forms: Plywood 4 uses, includes erecting, bracing, stripping, and cleaning.

A1080 5’-6” DEEP MAT FOUNDATIONS A. Earthwork: Excavating, bulk bank and backfill. B. Foundation system: 8000 PSI concrete, with extra reinf. Per S2.01. C. Forms: Plywood 4 uses, includes erecting, bracing, stripping, and cleaning.

A1100 8’ DEEP MAT FOUNDATIONS A. Earthwork: Excavating, bulk bank and backfill. B. Foundation system: 8000 PSI concrete, #6 @ 18 O.C. Vert. reinforcement with extra Horiz. reinf. Per S2.01. C. Forms: Plywood 4 uses, includes erecting, bracing, stripping, and cleaning.

A1120 STRIP FOOTING A. Earthwork: Backfill up to 4 ft. deep gravel fill compacted under floor slabs. B. Slab system: 1’-6” deep by 3”-6”. (5) #5 continuous with #5 18” O.C Vert. Hook. 3000 PSI Concrete. C. Forms: Plywood 4 uses, includes erecting, bracing, stripping, and cleaning. PARKING STRUCTURE LEVEL E

A2010 4” SOG A. Earthwork: Backfill up to 4 ft deep gravel fill compacted under floor slabs. B. Slab system: 4” thick, 6x6 w1.4W1.4 at center, U.O.N. 3500 PSI Concrete. C. Forms: Plywood 4 uses, includes erecting, bracing, stripping, and cleaning.

A2030 TYPE E COLUMNS

SE NW

SITE LOGISTICS

A2020 PT PARKING RAMPS A. Slab Assembly: 8” thick. Tendon reinforcement per S2.04. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength.

SCHEDULE

A20

ESTIMATE

A1110 12” CIP STEM WALLS A. Earthwork: Backfill up to 4 ft. deep gravel fill compacted under floor slabs. B. Slab system: 12” thick by 8” deep. (2) #5 continuous with 3000 PSI Concrete. C. Forms: Plywood 4 uses, includes erecting, bracing, stripping, and cleaning.

DESIGN

A1090 6’ DEEP MAT FOUNDATIONS A. Earthwork: Excavating, bulk bank and backfill. B. Foundation system: 8000 PSI concrete, with extra reinf. Per S2.01. C. Forms: Plywood 4 uses, includes erecting, bracing, stripping, and cleaning.

PROJECT TEAM

Column Assembly: 3’ x 1’-8”, 8’-9” story height. (14) #8 or (14) #9 vert., #4 @ 4” ties. 4000 PSI Concrete. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

A2040 TYPE F COLUMNS A. Column Assembly: 3’ x 2’, 8’-9” story height. (14) #8 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

A2070 TYPE J COLUMNS A. Column Assembly: 2’ x 1’-6”, 8’-9” story height. (8) #8 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

A2090 CIP PERIMETER WALLS A. Wall Assembly: 12” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

SE NW

SITE LOGISTICS

A2100 SHEAR WALL TYPE 1 A. Wall Assembly: 12” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 3000 PSI Concrete.

SCHEDULE

A2080 TYPE K COLUMNS A. Column Assembly: 2’-4” x 2’-4”, 8’-9” story height. (12) #8 or (12) #9 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

ESTIMATE

A2060 TYPE H COLUMNS A. Column Assembly: 2’ x 1’, 8’-9” story height. (6) #9 or (6) #8 vert., #4 @ 4” ties. 1000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

DESIGN

A2050 TYPE G COLUMNS A. Column Assembly: 3’ x 2’, 8’-9” story height. (18) #11 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

PROJECT TEAM

Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

A2110 SHEAR WALL TYPE 2 A. Wall Assembly: 18” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning..

A30

PARKING STRUCTURE LEVEL D

A3020 PT RAMPS A. Slab Assembly: 8” thick. Tendon reinforcement per S2.04. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength.

SE NW

SITE LOGISTICS

A3030 TYPE E COLUMNS A. Column Assembly: 3’ x 1’-8”, 8’-9” story height. (14) #8 or (14) #9 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

SCHEDULE

A3010 PT SUSPENDED SLABS A. Slab Assembly: 8” thick. Tendon reinforcement per S2.04. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength.

ESTIMATE

A2130 SHEAR WALL TYPE 4 A. Wall Assembly: 36” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 4000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

DESIGN

A2120 SHEAR WALL TYPE 3 A. Wall Assembly: 24” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 4000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

PROJECT TEAM

A3080 TYPE K COLUMNS A. Column Assembly: 2’-4” x 2’-4”, 8’-9” story height. (12) #8 or (12) #9 vert., #4 @ 4” ties. 4000 PSI Concrete B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting bracing striping and cleaning.

SE NW

SITE LOGISTICS

A3100 PT BEAMS TYPE 2 A. Beam Assembly: 8 ft. wide. Reinforcement per beam schedule S3.80, extend bottom bars 6” over supports and top bars to far face of support, w/ standard hooks. Min 3000 PSI Concrete.

SCHEDULE

A3090 PT BEAMS TYPE 1 A. Beam Assembly: 6 ft. wide. Reinforcement per beam schedule S3.80, extend bottom bars 6” over supports and top bars to far face of support, w/ standard hooks. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength. C. Tendons: Draped in parabolic profile between supports, a min. of two uniformly distributed tendons shall pass over the center of supporting columns. No portion of tendon cable shall be exposed. Tendon reinforcing per S3.80.

ESTIMATE

A3070 TYPE J COLUMNS A. Column Assembly: 2’ x 1’-6”, 8’-9” story height. (8) #8 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

DESIGN

A3060 TYPE H COLUMNS A. Column Assembly: 2’ x 1’, 8’-9” story height. (6) #9 or (6) #8 vert., #4 @ 4” ties. 1000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning. .

PROJECT TEAM

A3040 TYPE F COLUMNS A. Column Assembly: 3’ x 2’, 8’-9” story height. (14) #8 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning. . A3050 TYPE G COLUMNS A. Column Assembly: 3’ x 2’, 8’-9” story height. (18) #11 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength. Tendons: Draped in parabolic profile between supports, a min. of two uniformly distributed tendons shall pass over the center of supporting columns. No portion of tendon cable shall be exposed. Tendon reinforcing per S3.80.

A3130 EXPANSION JOINT A. Joint: 3’-0” wide, min. 3000 PSI concrete, leave shoring in place until design strength is reached.

A3160 SHEAR WALL TYPE 3 A. Wall Assembly: 24” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 4000 PSI Concrete.

SE NW

SITE LOGISTICS

A3150 SHEAR WALL TYPE 2 A. Wall Assembly: 18” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

SCHEDULE

A3140 SHEAR WALL TYPE 1 A. Wall Assembly: 12” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

ESTIMATE

A3120 CIP PERIMETER WALL A. Wall Assembly: 12” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

DESIGN

A3110 PT BEAMS TYPE 3 A. Beam Assembly: 10 ft. wide. Reinforcement per beam schedule S3.80, extend bottom bars 6” over supports and top bars to far face of support, w/ standard hooks. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength. C. Tendons: Draped in parabolic profile between supports, a min. of two uniformly distributed tendons shall pass over the center of supporting columns. No portion of tendon cable shall be exposed. Tendon reinforcing per S3.80.

PROJECT TEAM

Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

A3170 SHEAR WALL TYPE 4 A. Wall Assembly: 36” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 4000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

A40

DESIGN

A3180 SHEAR WALL TYPE 5 A. Wall Assembly: 8” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 4000 PSI Concrete B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

PROJECT TEAM

PARKING STRUCTURE LEVEL C

A4020 PT SUSPENDED SLABS 12” A. Wall Assembly: 12” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning..

A4050 TYPE F COLUMNS

SE NW

SITE LOGISTICS

A4040 TYPE E COLUMNS A. Column Assembly: 3’ x 1’-8”, 8’-9” story height. (14) #8 or (14) #9 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

SCHEDULE

A4030 PT PARKING RAMPS A. Slab Assembly: 8” thick. Tendon reinforcement per S2.04. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength.

ESTIMATE

A4010 PT SUSPENDED SLABS 8” A. Slab Assembly: 8” thick. Tendon reinforcement per S2.04. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength.

Column Assembly: 3’ x 2’, 8’-9” story height. (14) #8 vert., #4 @ 4” ties. 4000 PSI Concrete. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

A4060 TYPE G COLUMNS A. Column Assembly: 3’ x 2’, 8’-9” story height. (18) #11 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

A4090 TYPE K COLUMNS A. Column Assembly: 2’-4” x 2’-4”, 8’-9” story height. (12) #8 or (12) #9 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

SITE LOGISTICS

SE NW

SCHEDULE

A4100 PT BEAMS TYPE 1 A. Beam Assembly: 6 ft. wide. Reinforcement per beam schedule S3.80, extend bottom bars 6” over supports and top bars to far face of support, w/ standard hooks. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength. C. Tendons: Draped in parabolic profile between supports, a min. of two uniformly distributed tendons shall pass over the center of supporting columns. No portion of tendon cable shall be exposed. Tendon reinforcing per S3.80. A4110 PT BEAMS TYPE 2 A. Beam Assembly: 8 ft. wide. Reinforcement per beam schedule S3.80, extend bottom bars 6” over supports and top bars to far face of support, w/ standard hooks. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength.

ESTIMATE

A4080 TYPE J COLUMNS A. Column Assembly: 2’ x 1’-6”, 8’-9” story height. (8) #8 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

DESIGN

A4070 TYPE H COLUMNS A. Column Assembly: 2’ x 1’, 8’-9” story height. (6) #9 or (6) #8 vert., #4 @ 4” ties. 1000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

PROJECT TEAM

Tendons: Draped in parabolic profile between supports, a min. of two uniformly distributed tendons shall pass over the center of supporting columns. No portion of tendon cable shall be exposed. Tendon reinforcing per S3.80.

DESIGN

A4120 PT BEAMS TYPE 3 A. Beam Assembly: 10 ft. wide. Reinforcement per beam schedule S3.80, extend bottom bars 6” over supports and top bars to far face of support, w/ standard hooks. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength. C. Tendons: Draped in parabolic profile between supports, a min. of two uniformly distributed tendons shall pass over the center of supporting columns. No portion of tendon cable shall be exposed. Tendon reinforcing per S3.80.

PROJECT TEAM

A4130 PERIMETER CIP WALLS 12” A. B.

Wall Assembly: 12” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

A4160 PERIMETER CIP WALLS 20” A. Wall Assembly: 20” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

SE NW

SITE LOGISTICS

A4170 PERIMETER CIP WALLS 24” A. Wall Assembly: 24” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

SCHEDULE

A4150 PERIMETER CIP WALLS 18” A. Wall Assembly: 18” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

ESTIMATE

A4140 PERIMETER CIP WALLS 14” A. Wall Assembly: 14” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

A4190 SHEAR WALL TYPE 1 A. Wall Assembly: 12” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

A4220 SHEAR WALL TYPE 4 A. Wall Assembly: 36” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 4000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

A50

SCHEDULE

A4230 SHEAR WALL TYPE 5 A. Wall Assembly: 8” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 4000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

ESTIMATE

A4210 SHEAR WALL TYPE 3 A. Wall Assembly: 24” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 4000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

DESIGN

A4200 SHEAR WALL TYPE 2 A. Wall Assembly: 18” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 3000 PSI Concrete B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

PROJECT TEAM

A4180 EXPANSION JOINT A. Joint: 3’-0” wide, min. 3000 PSI concrete, leave shoring in place until design strength is reached.

PARKING STRUCTURE LEVEL B

SE NW

SITE LOGISTICS

A5010 PT SUSPENDED SLABS 8” A. Slab Assembly: 8” thick. Tendon reinforcement per S2.04. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength.

A5050 TYPE F COLUMNS A. Column Assembly: 3’ x 2’, 8’-9” story height. (14) #8 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning

A5080 TYPE J COLUMNS

SE NW

SITE LOGISTICS

A5070 TYPE H COLUMNS A. Column Assembly: 2’ x 1’, 8’-9” story height. (6) #9 or (6) #8 vert., #4 @ 4” ties. 1000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning

SCHEDULE

A5060 TYPE G COLUMNS A. Column Assembly: 3’ x 2’, 8’-9” story height. (18) #11 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

ESTIMATE

A5040 TYPE E COLUMNS A. Column Assembly: 3’ x 1’-8”, 8’-9” story height. (14) #8 or (14) #9 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting bracing striping and cleaning. A. Column Assembly: 3’ x 1’-8”, 8’-9” story height. (14) #8 or (14) #9 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning

DESIGN

A5030 PT PARKING RAMPS A. Slab Assembly: 8” thick. Tendon reinforcement per S2.04. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength.

PROJECT TEAM

A5020 PT SUSPENDED SLABS 12” A. Wall Assembly: 12” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

Column Assembly: 2’ x 1’-6”, 8’-9” story height. (8) #8 vert., #4 @ 4” ties. 4000 PSI Concrete. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

A5090 TYPE K COLUMNS A. Column Assembly: 2’-4” x 2’-4”, 8’-9” story height. (12) #8 or (12) #9 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning

SE NW

SITE LOGISTICS

A5130 PERIMETER CIP WALLS 12”

SCHEDULE

A5120 PT BEAMS TYPE 3 A. Beam Assembly: 10 ft. wide. Reinforcement per beam schedule S3.80, extend bottom bars 6” over supports and top bars to far face of support, w/ standard hooks. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength. C. Tendons: Draped in parabolic profile between supports, a min. of two uniformly distributed tendons shall pass over the center of supporting columns. No portion of tendon cable shall be exposed. Tendon reinforcing per S3.80

ESTIMATE

A5110 PT BEAMS TYPE 2 A. Beam Assembly: 8 ft. wide. Reinforcement per beam schedule S3.80, extend bottom bars 6” over supports and top bars to far face of support, w/ standard hooks. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength. C. Tendons: Draped in parabolic profile between supports, a min. of two uniformly distributed tendons shall pass over the center of supporting columns. No portion of tendon cable shall be exposed. Tendon reinforcing per S3.80.

DESIGN

A5100 PT BEAMS TYPE 1 A. Beam Assembly: 6 ft. wide. Reinforcement per beam schedule S3.80, extend bottom bars 6” over supports and top bars to far face of support, w/ standard hooks. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength. C. Tendons: Draped in parabolic profile between supports, a min. of two uniformly distributed tendons shall pass over the center of supporting columns. No portion of tendon cable shall be exposed. Tendon reinforcing per S3.80.

PROJECT TEAM

A5140 PERIMETER CIP WALLS 14” A. Wall Assembly: 14” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

A5170 PERIMETER CIP WALLS 24” A. Wall Assembly: 24” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

A5190 SHEAR WALL TYPE 1 A. Wall Assembly: 12” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

SE NW

SITE LOGISTICS

A5200 SHEAR WALL TYPE 2 A. Wall Assembly: 18” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

SCHEDULE

A5180 EXPANSION JOINT A. Joint: 3’-0” wide, min. 3000 PSI concrete, leave shoring in place until design strength is reached.

ESTIMATE

A5160 PERIMETER CIP WALLS 20” A. Wall Assembly: 20” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

DESIGN

A5150 PERIMETER CIP WALLS 18” A. Wall Assembly: 18” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

PROJECT TEAM

A5230 SHEAR WALL TYPE 5 A. Wall Assembly: 8” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 4000 PSI Concrete B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning. PARKING STRUCTURE LEVEL A

A6010 PT SUSPENDED SLABS 8” A. Slab Assembly: 8” thick. Tendon reinforcement per S2.04. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength.

A6040 TYPE E COLUMNS

SE NW

SITE LOGISTICS

A6030 PT PARKING RAMPS 8” A. Slab Assembly: 8” thick. Tendon reinforcement per S2.04. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength.

SCHEDULE

A6020 PT PARKING RAMPS 12” A. Slab Assembly: 12” thick. Tendon reinforcement per S2.04. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength.

ESTIMATE

A60

DESIGN

A5220 SHEAR WALL TYPE 4 A. Wall Assembly: 36” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 4000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

PROJECT TEAM

A5210 SHEAR WALL TYPE 3 A. Wall Assembly: 24” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 4000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

A6050 TYPE F COLUMNS A. Column Assembly: 3’ x 2’, 8’-9” story height. (14) #8 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

A6080 TYPE J COLUMNS A. Column Assembly: 2’ x 1’-6”, 8’-9” story height. (8) #8 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

SE NW

SITE LOGISTICS

A6100 PT BEAMS TYPE 1 A. Beam Assembly: 6 ft. wide. Reinforcement per beam schedule S3.80, extend bottom bars 6” over supports and top bars to far face of support, w/ standard hooks. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength. C. Tendons: Draped in parabolic profile between supports, a min. of two uniformly distributed tendons shall pass over the center of supporting columns. No portion of tendon cable shall be exposed. Tendon reinforcing per S3.80.

SCHEDULE

A6090 TYPE K COLUMNS A. Column Assembly: 2’-4” x 2’-4”, 8’-9” story height. (12) #8 or (12) #9 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

ESTIMATE

A6070 TYPE H COLUMNS A. Column Assembly: 2’ x 1’, 8’-9” story height. (6) #9 or (6) #8 vert., #4 @ 4” ties. 1000 PSI Concrete. B. Forms: Wood 3/4” chamfered strips, plywood forms 4 uses, includes erecting, bracing, stripping, and cleaning.

DESIGN

PROJECT TEAM

A6150 PERIMETER CIP WALLS 18” A. Wall Assembly: 18” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

SE NW

SITE LOGISTICS

A6160 PERIMETER CIP WALLS 20” A. Wall Assembly: 20” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

SCHEDULE

A6140 PERIMETER CIP WALLS 14” A. Wall Assembly: 14” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

ESTIMATE

A6130 PERIMETER CIP WALLS 12” A. Wall Assembly: 12” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

DESIGN

A6120 PT BEAMS TYPE 3 A. Beam Assembly: 10 ft. wide. Reinforcement per beam schedule S3.80, extend bottom bars 6” over supports and top bars to far face of support, w/ standard hooks. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength. C. Tendons: Draped in parabolic profile between supports, a min. of two uniformly distributed tendons shall pass over the center of supporting columns. No portion of tendon cable shall be exposed. Tendon reinforcing per S3.80.

PROJECT TEAM

A6110 PT BEAMS TYPE 2 A. Beam Assembly: 8 ft. wide. Reinforcement per beam schedule S3.80, extend bottom bars 6” over supports and top bars to far face of support, w/ standard hooks. Min 3000 PSI Concrete. B. Forms: Formwork plywood on shoring, until tendons are stressed shoring at closure pour strips shall remain in place until closure strip reaches design strength. C. Tendons: Draped in parabolic profile between supports, a min. of two uniformly distributed tendons shall pass over the center of supporting columns. No portion of tendon cable shall be exposed. Tendon reinforcing per S3.80.

A6180 EXPANSION JOINT A. Joint: 3’-0” wide, min. 3000 PSI concrete, leave shoring in place until design strength is reached.

A6210 SHEAR WALL TYPE 3 A. Wall Assembly: 24” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 4000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

A70

NON-STRUCTURAL ELEMENTS

SE NW

SITE LOGISTICS

A6230 SHEAR WALL TYPE 5 A. Wall Assembly: 8” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 4000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

SCHEDULE

A6220 SHEAR WALL TYPE 4 A. Wall Assembly: 36” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 4000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

ESTIMATE

A6200 SHEAR WALL TYPE 2 A. Wall Assembly: 18” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

DESIGN

A6190 SHEAR WALL TYPE 1 A. Wall Assembly: 12” thick. Rebar varies, #5 or #7 at 6” O.C to 18” O.C., developed for full tensioned capacity, 125% of table 1 on 36/S3.01 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

PROJECT TEAM

A6170 PERIMETER CIP WALLS 24” A. Wall Assembly: 24” thick. Rebar varies, #5 or #7 at 6” O.C. to 18” O.C. 3000 PSI Concrete. B. Forms: Plywood up to 8’ high forms 40 uses on forms, 4 uses on bracing, includes erecting, bracing, stripping, and cleaning.

A7020 STAIRS A. Assembly: Concrete fill metal pan and picket rail, 14 risers with landing.

PROJECT TEAM

A7010 CMU PARTITION WALLS A. Partitions: CMU hollow block partitions, 8” thick by 16” long, 2000 PSI concrete including mortar. B. Reinforcing: Ladder style joint reinforcing, masonry reinforcing bars, mill standard galvanizing, 9 ga. Sides, 9 ga. ties.

A7030 CABLE RAILS A. Cables: Steel tendon cable rails at parking ramp split.

DESIGN

A7040 DOORS TYP. A. Door: Steel 18 gauge, hollow metal, 1 door with frame, 3’-6” x 7’-0” opening. B. Hardware: panice device, narrow stile, mortise bar, hinges, brass base. A7050 PARKING STALLS TYP A. Painting: Parking stall paint, white. Small: 15’-0” long. Medium: 16’-0” long. Large: 19’-0” long.

A80 DEMOLITION, EXCAVATION AND SOLDIER PILE WALL

ESTIMATE

A7060 PARKING STALLS HC A. Painting: Parking stall paint, blue, 19’-0” long. Exit area 5’-0” x 19’-0”.

A8010 DISCOVERY CENTER RELOCATION A. Relocation: Offsite relocation for discovery center for clean and repair during excavation and parking garage construction.

A8030 CLEAN AND REPAIR – DISCOVERY CENTER A. Clean and repair: Offsite clean and repair for discovery center during mass excavation and parking garage construction.

SCHEDULE

A8020 DEMOLITION A. Demolition: Site demolition of existing parking lot, play field, basketball court and discovery center foundation.

A8040 MASS EXCAVATION A. Mass excavation: Down to 20’-0” below Level E SOG for backfill preparation.

A8060 BACKFILL

SE NW

SITE LOGISTICS

A8050 SOLDIER PILE WALL A. Pile wall: Shoring for all sides of site down to bottom of mass excavation. Tie backs utilized every 30’ with H pile, timber lagging between.

Backfill: As needed up to location of granular fill for foundation and SOG.

A8070 HAUL AWAY EXCESS A. Haul: Utilizing on site loaders, loading into truck cycles for offsite dumping. D

SERVICES

PROJECT TEAM

D10 CONVEYING D1010 ELEVATORS & LIFTS A. 2500 lb. 6 Floors, 100 FPM

DESIGN

D20

PLUMBING

W/ allowances D30

HVAC

D40

FIRE PROTECTION

SCHEDULE

D4010 SPRINKLERS A. Sprinkler system components: Sprinkler heads, dry, pendent B. Valves: Bronze, gate, non-rising stem, threaded, class 150 C. Pipe: Steel, black, threaded D. Tee: Steel, cast iron, black, straight, threaded E. Elbow: 90 deg, malleable iron, black, straight, threaded F. Pipe fittings & Valves: Coupling, steel, painted, rigid style, grooved joint G. Valves: Iron body, gate, OS&Y, flanged D50

ESTIMATE

D3010 EXHAUST SYSTEM A. Garage exhaust system, 5” outlets B. Pipe: Cast iron, single hub, service weight, 8” diameter, push-on gasket joints C. Ductwork: Spiral preformed, steel, galvanized, reducing coupling D. Fans: Utility set, steel construction, pedestal, V-belt drive, drive cover E. Exhaust system: engine exhaust, in-floor system, (overhead system also) outlet assembly, for vitrified tile ducking, self-storing tubs F. Safety switches, heavy duty, 3 pole, fusible

ELECTRICAL

D5020 LIGHTING BRANCH A. Includes material, installation and hookup

SE NW

SITE LOGISTICS

D5010 BRANCH POWER A. Includes material, installation and hookup

D5040 MECHANICAL A. Includes material, installation and hookup D5050 FIRE ALARM A. Includes material, installation and hookup

PROJECT TEAM

D5030 LIGHTING + CONTROLS QUOTE A. Includes material, installation and hookup

D5060 DAS A. Includes material, installation and hookup

D5080 CCTV A. Includes material, installation and hookup D5090 DURRESS/BURGLER/PANIC A. Includes material, installation and hookup

DESIGN

D5070 COMM ROUGH-IN A. Includes material, installation and hookup

D5100 ELECTRIC VEHICLE CHARGING A. Includes material, installation and hookup

PRELIMINARY PROJECT DESCRIPTION B

ABOVE GRADE SHELL

B10

SUPERSTRUCTURE

SCHEDULE

B1010 BUILDING A - SECOND FLOOR CONSTRUCTION A. Forms: C.I.P. Concrete forms, elevated slab, edge forms, to 6” high, 4 uses, includes: shoring, erecting, bracing, stripping and cleaning B. Reinforcing: Welded wire fabric, sheets, 6 x 6- W1.4 x W1.4 (10 x 10) 121 lb. per C.S.F., A185 C. Concrete: Ready mix, normal weight, 3000 psi, includes local aggregate. Finishing, surface treatment: sprayed membrane compound Placing - Pumped, includes strike off and consolation D. Metal floor decking, steel, galvanized, 9/16” D, 28 gauge, type UFS

ESTIMATE

Sterling-Endeavor Northwest

E. Joists: Open web bar joists, 2’ O.C., K Series, 40-ton job lots, shop fabricated

SITE LOGISTICS

B1020 BUILDING A - THIRD FLOOR CONSTRUCTION A. Forms: C.I.P. Concrete forms, elevated slab, edge forms, to 6” high, 4 uses, includes: shoring, erecting, bracing, stripping and cleaning B. Reinforcing: Welded wire fabric, sheets, 6 x 6- W1.4 x W1.4 (10 x 10) 121 lb. per C.S.F., A185 C. Concrete: Ready mix, normal weight, 3000 psi, includes local aggregate. Finishing, surface treatment: sprayed membrane compound Placing - Pumped, includes strike off and consolation 81 D, 28 gauge, type UFS D. Metal floor decking, steel, SE galvanized, NW 9/16”

E. Joists: Open web bar joists, 2’ O.C., K Series, 40-ton job lots, shop fabricated B1030 BUILDING A - COLUMNS A. Column Assembly: 2’ x 1’, 12’-0” story height, #3 to #7 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood ¾” chamfered strips, plywood forms 4 uses, including erecting, bracing, stripping, and cleaning.

DESIGN

B1040 BUILDING B - SECOND FLOOR CONSTRUCTION C. Forms: C.I.P. Concrete forms, elevated slab, edge forms, to 6” high, 4 uses, includes: shoring, erecting, bracing, stripping and cleaning D. Reinforcing: Welded wire fabric, sheets, 6 x 6- W1.4 x W1.4 (10 x 10) 121 lb. per C.S.F., A185. E. Concrete: Ready mix, normal weight, 3000 psi, includes local aggregate. Finishing, surface treatment: sprayed membrane compound

PROJECT TEAM

C.S.F., A185 C. Concrete: Ready mix, normal weight, 3000 psi, includes local aggregate. Finishing, surface treatment: sprayed membrane compound Placing - Pumped, includes strike off and consolation D. Metal floor decking, steel, galvanized, 9/16” D, 28 gauge, type UFS

Placing - Pumped, includes strike off and consolation F. Metal floor decking, steel, galvanized, 9/16” D, 28 gauge, type UFS G. Joists: Open web bar joists, 2’ O.C., K Series, 40-ton job lots, shop fabricated

E. Joists: Open web bar joists, 2’ O.C., K Series, 40-ton job lots, shop fabricated

SE NW

E. Joists: Open web bar joists, 2’ O.C., K Series, 82 40-ton job lots, shop fabricated

SITE LOGISTICS

B1070 BUILDING C - THIRD FLOOR CONSTRUCTION A. Forms: C.I.P. Concrete forms, elevated slab, edge forms, to 6” high, 4 uses, includes: shoring, erecting, bracing, stripping and cleaning B. Reinforcing: Welded wire fabric, sheets, 6 x 6- W1.4 x W1.4 (10 x 10) 121 lb. per C.S.F., A185 C. Concrete: Ready mix, normal weight, 3000 psi, includes local aggregate. Finishing, surface treatment: sprayed membrane compound Placing - Pumped, includes strike off and consolation D. Metal floor decking, steel, galvanized, 9/16” D, 28 gauge, type UFS

SCHEDULE

B1060 BUILDING C - SECOND FLOOR CONSTRUCTION A. Forms: C.I.P. Concrete forms, elevated slab, edge forms, to 6” high, 4 uses, includes: shoring, erecting, bracing, stripping and cleaning B. Reinforcing: Welded wire fabric, sheets, 6 x 6- W1.4 x W1.4 (10 x 10) 121 lb. per C.S.F., A185 C. Concrete: Ready mix, normal weight, 3000 psi, includes local aggregate. Finishing, surface treatment: sprayed membrane compound Placing - Pumped, includes strike off and consolation D. Metal floor decking, steel, galvanized, 9/16” D, 28 gauge, type UFS

ESTIMATE

B1050 BUILDING B – COLUMNS A. Column Assembly: 2’ x 1’, 12’-0” story height, #3 to #7 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood ¾” chamfered strips, plywood forms 4 uses, including erecting, bracing, stripping, and cleaning.

E. Joists: Open web bar joists, 2’ O.C., K Series, 40-ton job lots, shop fabricated B1080 BUILDING C - FOURTH FLOOR CONSTRUCTION A. Forms: C.I.P. Concrete forms, elevated slab, edge forms, to 6” high, 4 uses, includes: shoring, erecting, bracing, stripping and cleaning B. Reinforcing: Welded wire fabric, sheets, 6 x 6- W1.4 x W1.4 (10 x 10) 121 lb. per C.S.F., A185 C. Concrete: Ready mix, normal weight, 3000 psi, includes local aggregate. Finishing, surface treatment: sprayed membrane compound Placing - Pumped, includes strike off and consolation D. Metal floor decking, steel, galvanized, 9/16” D, 28 gauge, type UFS

B1090 BUILDING C – COLUMNS A. Column Assembly: 2’ x 1’, 12’-0” story height, #3 to #7 vert., #4 @ 4” ties. 4000 PSI Concrete. B. Forms: Wood ¾” chamfered strips, plywood forms 4 uses, including erecting, bracing, stripping, and cleaning. B20

DESIGN

E. Joists: Open web bar joists, 2’ O.C., K Series, 40-ton job lots, shop fabricated.

PROJECT TEAM

Placing - Pumped, includes strike off and consolation D. Metal floor decking, steel, galvanized, 9/16” D, 28 gauge, type UFS

EXTERIOR ENCLOSURE

B2030 BUILDING A - EXTERIOR WALLS – ALUMINUM & GLASS CURTAIN WALL A. Frame: Aluminum tube framing for curtain walls and storefronts. Includes: Joint sealants, caulking and sealants, polysulfide compounds, in place, 1 or 2 component. B. Glazing: Insulating Glass, 2 lites, clear, 1/8” float, ½” thick.

SCHEDULE

B2020 BUILDING A – EXTERIOR WALLS – METAL STUD WALL A. Metal studs: non-load bearing, galvanized, 10’ high, 1-5/8” wide, 25 gauge, 24” O.C., includes top & bottom track. B. Gypsum board for taping & finishing joints, fire resistant, 5/8” thick, finish excluded. C. Batt insulation in cavity.

ESTIMATE

B2010 BUILDING A - EXTERIOR WALLS – GFRC RAINSCREEN A. GFRC: Glass Fiber Reinforced Precast Concrete Panels, horizontal and vertical as required. B. Hardware: Aluminum brackets, base clips. C. Finish: Smooth matte gray finish.

B2040 BUILDING A - EXTERIOR WALLS - PERFORATED METAL PANELS A. Material: Perforated aluminum sheets, .024, painted.

B2060 BUILDING B – EXTERIOR WALLS – METAL STUD WALL A. Metal stud: non-load bearing, galvanized, 10’ high, 1-5/8” wide, 25 gauge, 24” O.C., includes top & bottom track. 83 SE& NW B. Gypsum board for taping finishing joints, fire resistant, 5/8” thick, finish excluded.

SITE LOGISTICS

B2050 BUILDING B - EXTERIOR WALLS – WOOD SIDING A. Sheathing: Plywood,CDX, 1/2" think. B. Weather protection: Building paper, asphalt felt paper, #15. C. Finish: Wood siding, boards, redwood, tongue and groove. B" grade, 1" x 8".

B2060 BUILDING B – EXTERIOR WALLS – METAL STUD WALL A. Metal stud: non-load bearing, galvanized, 10’ high, 1-5/8” wide, 25 gauge, 24” O.C., includes top & bottom track. B. Gypsum board for taping & finishing joints, fire resistant, 5/8” thick, finish excluded. C. Batt insulation in cavity. B2070 BUILDING B - EXTERIOR WALLS - ALUMINUM & GLASS CURTAIN WALL A. Frame: Aluminum tube framing for curtain walls and storefronts.

PROJECT TEAM

B. Weather protection: Building paper, asphalt felt paper, #15. C. Finish: Wood siding, boards, redwood, tongue and groove. B" grade, 1" x 8".

Includes: Joint sealants, caulking and sealants, polysulfide compounds, in place, 1 or 2 component. B. Glazing: Insulating Glass, 2 lites, clear, 1/8” float, ½” thick.

B2090 BUILDING C - EXTERIOR WALLS – GFRC RAINSCREEN A. GFRC: Glass Fiber Reinforced Precast Concrete Panels, horizontal and vertical as required. B. Hardware: Aluminum brackets, base clips. C. Finish: Smooth matte gray finish.

B2110 BUILDING C - EXTERIOR WALLS - ALUMINUM & GLASS CURTAIN WALL A. Frame: Aluminum tube framing for curtain walls and storefronts. Includes: Joint sealants, caulking and sealants, polysulfide compounds, in place, 1 or 2 component. B. Glazing: Insulating Glass, 2 lites, clear, 1/8” float, ½” thick.

B2130 EXTERIOR DOORS - METAL DBL DOOR - 5'-6"X6'-8" OPENING A. Frames: Steel 18 gauge, hollow metal. B. Doors: Commercial steel, flush, full panel, hollow core. C. Door Hardware: Panic device, narrow stile, mortise bar, exit, hinges, brass bass, US10. D. Paints 7 Coatings: exterior door and frame, flush, 1 coat.

B30

ROOFING

SE NW

SITE LOGISTICS

B2140 EXTERIOR DOORS - STOREFRONT - 4'-6"X7'-8" A. Frame: Aluminum, narrow stile 4’-6”x7’-8”. B. Glass: Float glass, tempered, clear ¼” . C. Hardware: Standard door HW, panic device, for rim locks, single door, outside key and pull. D. Thresholds: Aluminum, 4’-6” long door saddles.

SCHEDULE

B2120 BUILDING C - EXTERIOR WALLS - PERFORATED METAL PANELS A. Material: Perforated aluminum sheets, .024, painted.

ESTIMATE

B2100 BUILDING C – EXTERIOR WALLS – METAL STUD WALL A. Metal stud: non-load bearing, galvanized, 10’ high, 1-5/8” wide, 25 gauge, 24” O.C., includes top & bottom track. B. Gypsum board for taping & finishing joints, fire resistant, 5/8” thick, finish excluded. C. Batt insulation in cavity.

DESIGN

B2080 BUILDING B - EXTERIOR WALLS - PERFORATED METAL PANELS A. Material: Perforated aluminum sheets, .024, painted.

D. Thresholds: Aluminum, 4’-6” long door saddles. ROOFING

B3010 BUILDING A - ROOF COVERING A. Roofing: EPDM, .028 P.S.F., fully adhered with adhesive, 45 mils B. Rigid Insulation: Fiberboard low density, 1 1/2” thick, R4.17 C. Decking: Metal roof decking, steel, open type B wide rib, galvanized, 1-1/2” D, 22 gauge D. Open web bar joist, K series, 40-ton job lots, spans up to 30’, shop fabricated, includes primer, horizontal bridging

B3040 ROOF OPENINGS A. Openings for HVAC and mechanical equipment. C

INTERIORS

C10

INTERIOR CONSTRUCTION

C1020URINAL SCREENS A. Urinal screen, floor mounted, stainless steel 24" wide B. Hardware: Incl.

SE NW

SITE LOGISTICS

C1030 INTERIOR DOORS A. Frames: Steel. Knock down, hollow metal, single, 16 ga., up to 4-7/8” deep, 6’-6” to 6’-9” by 2’-3” to 3’-1/2” B. Doors: Commercial, steel, flush, full panel, hollow core, hollow metal, 18 ga. C. Hardware: lockset, standard duty, cylindrical, w/ sectional trim, keyed, single cylinder function, hinges, full mortise, average frequency, steel base, USP D. Paints & Coatings: Exterior, door & frame, one side, flush, 1 coat

SCHEDULE

C1010BATHROOM COMPARTMENTS A. Stainless Steel Complete compartment 72" Wide B. Hardware: Incl.

ESTIMATE

B3030 BUILDING C - ROOF COVERING A. Roofing: EPDM, .028 P.S.F., fully adhered with adhesive, 45 mils B. Rigid Insulation: Fiberboard low density, 1 1/2” thick, R4.17 C. Decking: Metal roof decking, steel, open type B wide rib, galvanized, 1-1/2” D, 22 gauge D. Open web bar joist, K series, 40-ton job lots, spans up to 30’, shop fabricated, includes primer, horizontal bridging

DESIGN

B3020 BUILDING B - ROOF COVERING A. Assembly: Steel joists, joist girder, 1.5” 22 ga metal dock resting on columns. 20 psf superimposed load, 17.5” deep, 40psf total load. B. Decking: Metal roof decking, steel, open type B wide rib, galvanized, 1-1/2” D, 22 gauge C. Open web bar joist, K series, 40-ton job lots, spans up to 30’, shop fabricated, includes primer, horizontal bridging.

PROJECT TEAM

B30

STAIRS AND RAMPS

C2010 EXTERIOR STAIR A. Stairs: 32 Risers, shop fabricated, steel, 4’ W, incl picket railing, stringers, metal pan treads, excl concrete for pan treads, per riser B. Landing: Shop fabricated, steel conventional incl framing, metal pan forms, excl concrete for pan forms

C2030 BUILDING B -INTERIOR STAIRS A. Stairs: 32 Risers, shop fabricated, steel, 4’ W, incl picket railing, stringers, metal pan treads, excl concrete for pan treads, per riser B. Landing: Shop fabricated, steel conventional incl framing, metal pan forms, excl concrete for pan forms

C2050 RAMPS A. Forms: C.I.P. Concrete forms, elevated slab, edge forms, to 6” high, 4 uses, includes: shoring, erecting, bracing, stripping and cleaning B. Concrete: Normal weight, 3000 psi, includes local aggregate. Finishing, surface treatment: sprayed membrane compound C30

ESTIMATE

C2040 BUILDING C -INTERIOR STAIRS A. Stairs: 32 Risers, shop fabricated, steel, 4’ W, incl picket railing, stringers, metal pan treads, excl concrete for pan treads, per riser B. Landing: Shop fabricated, steel conventional incl framing, metal pan forms, excl concrete for pan forms

DESIGN

C2020 BUILDING A -INTERIOR STAIRS A. Stairs: 32 Risers, shop fabricated, steel, 4’ W, incl picket railing, stringers, metal pan treads, excl concrete for pan treads, per riser B. Landing: Shop fabricated, steel conventional incl framing, metal pan forms, excl concrete for pan forms

PROJECT TEAM

C20

INTERIOR FINISHES

C3020 BATHROOM FLOOR FINISHES A. Painting: On plaster on drywall, brushwork, primer + 2 coats. C3030 BATHROOM CEILING FINISHES A. Painting: On plaster on drywall, brushwork, primer + 2 coats.

SE NW

SITE LOGISTICS

C3040 COMMON AREA FLOOR FINISHES - BUILDING A A. Material: Wood strip maple flooring, #2 & better, 25/32” x 2-1/4”. B. Finishing: Sanded, 2 coats polyurethane.

SCHEDULE

C3010 BATHROOM WALL FINISHES A. Painting: On plaster on drywall, brushwork, primer + 2 coats.

C3060 COMMON AREA FLOOR FINISHES - BUILDING C A. Material: Wood strip maple flooring, #2 & better, 25/32” x 2-1/4”. B. Finishing: Sanded, 2 coats polyurethane.

C3080 COMMON AREA CEILING FINISHES - BUILDING B A. Assembly: Suspended Acoustic Ceiling Tiles, fiberglass boards, film faced, 2’ x 4’ x 5/8” thick. B. Suspension System: metal pan, span on, T bar 2’ x 4’ grid.

DESIGN

C3070 COMMON AREA CEILING FINISHES - BUILDING A A. Assembly: Suspended Acoustic Ceiling Tiles, fiberglass boards, film faced, 2’ x 4’ x 5/8” thick. B. Suspension System: metal pan, span on, T bar 2’ x 4’ grid.

PROJECT TEAM

C3050 COMMON AREA FLOOR FINISHES - BUILDING B A. Material: Wood strip maple flooring, #2 & better, 25/32” x 2-1/4”. B. Finishing: Sanded, 2 coats polyurethane.

C3090 COMMON AREA CEILING FINISHES - BUILDING C A. Assembly: Suspended Acoustic Ceiling Tiles, fiberglass boards, film faced, 2’ x 4’ x 5/8” thick. B. Suspension System: metal pan, span on, T bar 2’ x 4’ grid.

ESTIMATE

C3100 PARTITIONS - BUILDING A D. Metal stud partition: non-load bearing, galvanized, 10’ high, 1-5/8” wide, 25 gauge, 24” O.C., includes top & bottom track. E. Gypsum board for taping & finishing joints, fire resistant, 5/8” thick, finish excluded. C3110 PARTITIONS - BUILDING B A. Metal stud partition: non-load bearing, galvanized, 10’ high, 1-5/8” wide, 25 gauge, 24” O.C., includes top & bottom track. B. Gypsum board for taping & finishing joints, fire resistant, 5/8” thick, finish excluded.

C3130 COMMON AREA WALL FINISHES

SCHEDULE

C3120 PARTITIONS - BUILDING C A. Metal stud partition: non-load bearing, galvanized, 10’ high, 1-5/8” wide, 25 gauge, 24” O.C., includes top & bottom track. B. Gypsum board for taping & finishing joints, fire resistant, 5/8” thick, finish excluded.

A. Painting: On plaster on drywall, brushwork, primer + 2 coats. SERVICES

D10

CONVEYING

SE NW

SITE LOGISTICS

PROJECT TEAM

D1010 ELEVATORS & LIFTS A. 2500 lb. 4 Floors, 100 FPM D20

PLUMBING

D2010 PLUMBING SYSTEM A. See Mech Matrix D2020 ROOF DRAIN SYSTEM A. See Mech Matrix

DESIGN

D30

HVAC

D3010 VARIABLE REFRIGENT FLOW A. See Mech Matrix D3020 GREESE DUCT SYSTEM A. See Mech Matrix D3030 TOILET EXHAUST SYSTEM A. See Mech Matrix FIRE PROTECTION

D 4010SPRINKLERS A. Sprinkler System Components: Heads, standard spray, pendent or upright, 135 to 286 degrees, ½” NPT, 3/8” orifice, excludes supply piping B. Valves: Bronze, gate, non-rising, threaded, class 150, 1” C. Pipe: Steel, black, threaded, 1” diameter, schedule 40 spec. A-53, includes coupling and clevis hanger assembly sized for covering, 10’ OC D. Elbow: 90 degree, steel malleable iron, black, threaded, 150 lb., 1” E. Tee, steel, malleable iron, black, straight, threaded 150 lb., 1-1/2”

SCHEDULE

D 4020FIRE ALARM A. Designed to code min. requirements D50

ELECTRICAL

D5010 DISTRIBUTION A. See Elec Matrix

SITE LOGISTICS

D5020 BRANCH POWER A. Includes conduit/MC cable, wire, devices for the majority of the 120V loads

SE NW

ESTIMATE

D40

D5040 COMMUNICATION ROUGH IN A. See Elec Matrix D5050 CARD ACCESS A. See Elec Matrix

PROJECT TEAM

D5030 LIGHTING BRANCH A. Includes conduit/MC cable, wire and installation of light fixtures

D5060 CCTV A. See Elec Matrix

DESIGN

D5070 DURRESS/BURGLAR/PANIC A. See Elec Matrix D5080 WAP A. See Elec Matrix E20

FURNISHINGS

F2010 FIXED FURNISHINGS F2020 MOVABLE FURNISHINGS SPECIAL CONSTRUCTION & DEMOLITION

F10

SPECIAL CONSTRUCTION

F1020 STEEL TREE FRAMEWORK - LARGE A. Assembly: Recycled round HSS framework vertical with supportive steel rings horizontal. Steel access ladder in central opening. B. LED: WFLS-RGB Outdoor LED Strips w/ multi color C. Virginia creeper planted at base and top ring. D. Components: DM-24CH-LV 24, LDRF-RGW6-TC4: Smartphone or tablet WiFi Compatible, RGB+Whote Controller w/ RF Touch Color Remote

SE NW

SITE LOGISTICS

F1030 EXTERIOR PEDESTRIAN BRIDGES A. Assembly: Steel supported frame with Trex decking finish.

SCHEDULE

F1010 STEEL TREE FRAMEWORK - SMALL A. Assembly: Recycled round HSS framework vertical with supportive steel rings horizontal. Steel access ladder in central opening. B. LED: WFLS-RGB Outdoor LED Strips w/ multi color C. Virginia creeper planted at base and top ring. D. Components: DM-24CH-LV 24, LDRF-RGW6-TC4: Smartphone or tablet WiFi Compatible, RGB+Whote Controller w/ RF Touch Color Remote

ESTIMATE

PARKING STRUCTURE SITEWORK

G20

SITE IMPROVEMENTS

PROJECT TEAM

F1040 PEDESTRIAN BRIDGE GLASS RAILINGS B. Assembly: Aluminum handrail and framework with glass panel inserts. Bolted to anchor plates in pedestrian bridges.

G2010 PEDESTRIAN PAVING A. Terrazo: Cast in place, bonded to concrete slab, 1-3/4” thick.

DESIGN

G30

SITE MECHANICAL UTILITIES

G3010 SITE UTILITY A. See Elec Matrix G40 SITE ELECTRICAL UTILITIES G4010 SITE POWER A. See Elec Matrix

ESTIMATE

G4020 SITE LIGHTING A. See Elec Matrix G4030 SITE COMM A. See Elec Matrix G4040 SITE MEET ME VAULTS A. See Elec Matrix

SCHEDULE

SITE LOGISTICS

SE NW

4 I SCHEDULE

The Sterling-Endeavor NorthWest collaboration will ensure the accelerated completion of the Block 48 Media Tech Center Project. Our team has compiled a schedule that ensures adequate float for contingency, mitigation and smooth execution throughout. 



ESTIMATE

The preliminary Baseline Schedule was developed to successfully deliver the project as outlined in the RFP. The Project Manager will hold weekly coordination meetings with key subcontractors and the owner. He will also be creating a realistic 3-week look-ahead schedule for coordination and owner updates.

DESIGN



Accelerated Delivery – Quickest possible owner move-in/turnkey date with minimal impact to surrounding neighborhood. Time of construction to tenant move-in is decreased with acceleration to the schedule, minimizing losses to owner. Safety – Pedestrian safety is our number one concern, and as such we have developed a schedule that will allow uninhibited sidewalk access for pedestrians on multiple sides of the project area. Generated Float – Alleviates coordination issues between specialty contractors. Promotes smoother transitions for mobilization around the jobsite. Crew Leveling – Allows for concurrent work between multiple crews without delay or negative overlap. This saves time in hiring or laying off of workers.

PROJECT TEAM

4.1| Prelim Schedule Preliminary Baseline Baseline Schedule

Summary of Critical Paths

  

SE NW

SITE LOGISTICS

Obtaining excavation and demolition permits – This will allow construction to begin on time, soon after the Notice to Proceed. Design – Completion of substructure and superstructure CD’s for revision and approval GMP by owner. Tower Crane Assembly – On time construction of elevator core in order to construct tower crane base within. This will allow for smooth transition from excavation/backfill to construction of parking garage slab.

SCHEDULE

The following critical path activities will be met at intervals to ensure the project is being completed as scheduled:

Activity ID

Activity Name

SE Block 48 SE.3 Milestones

          

SE.1 Preconstruction SE.1.1 Package Review SE.1.1.1 SD & DD and Civil Package SE.1.1.2 CD Reviews

SE.1.2 Permitting SE.1.3 GMP Reviews SE.1.4 Procurement

SE.2.1 Phase I SE.2.1.1 Substructure SE.2.1.1.1 Site Prep SE.2.1.1.2 Demo SE.2.1.1.3 Mass Excavation SE.2.1.1.4 Construction: Elevator Core/Tower Crane SE.2.1.1.5 Zone 1 & 2 Concrete SE.2.1.1.6 Zone 3 & 4 Concrete SE.2.1.1.7 Zone 5 & 6 Concrete SE.2.1.1.8 MEP

SE.2.2 Phase II SE.2.2.1 Building A SE.2.2.1.1 Foundation SE.2.2.1.2 Shell

SE.2.2.1.3 Interiors SE.2.2.1.4 Services SE.2.2.6 Building B SE.2.2.6.2 Shell SE.2.2.6.5 MEP SE.2.2.6.3 Interiors SE.2.2.6.4 Services SE.2.2.2 Building C SE.2.2.2.2 Shell SE.2.2.2.5 MEP SE.2.2.2.3 Interiors

SE.2.3 Phase III SE.2.3.1 Finish Work

SE.2.3.1.3 Special Construction

SE.2.4 Phase IV SE.2.4.5 Substantial Completion SE.2.4.5.2 Punch List SE.2.4.5.3 Close-out

SE NW

                                                 

SITE LOGISTICS

SE.2.3.1.1 Paving SE.2.3.1.2 Landscaping

 

SCHEDULE

SE.2.2.1.5 MEP

                                                                                                        

ESTIMATE

SE.2 Construction

Finish

DESIGN

          

Original Start Duration

PROJECT TEAM

4.1.1| Baseline Schedule

Activity Name

PROJECT TEAM Activity ID

Original Start Duration

Qtr 2, 2015 May

DESIGN Finish Jun

Jul

Qtr 3, 2015 Aug

Sep

Qtr 4, 2015 Nov

Dec

ESTIMATE

Oct

Jan

Qtr 1, 2016 Feb

Mar

Qtr 2, 2016 May

Jun

SCHEDULE Apr

Jul

Qtr 3, 2016 Aug

Oct

Qtr 4, 2016 Nov

Dec

SITE LOGISTICS

Sep

SE Block 48     SE.3 Milestones                                                            SE.1 Preconstruction     SE.1.1 Package Review     SE.1.1.1 SD & DD and Civil Package                       SE.1.1.2 CD Reviews                             SE.1.2 Permitting                    SE.1.3 GMP Reviews                             SE.1.4 Procurement                       SE.2 Construction     SE.2.1 Phase I     SE.2.1.1 Substructure     SE.2.1.1.1 Site Prep                    SE.2.1.1.2 Demo                    SE.2.1.1.3 Mass Excavation                              SE.2.1.1.4 Construction: Elevator Core/Tower Crane                             

SE NW

SE.2.1.1.5 Zone 1 & 2 Concrete

Activity Name

PROJECT TEAM Activity ID

Original Start Duration

Qtr 2, 2015 May

DESIGN Finish Jun

                                                                                                                                         SE.2.1.1.6 Zone 3 & 4 Concrete                                                                                   

Jul

Qtr 3, 2015 Aug Sep

Qtr 4, 2015 Nov

Dec

ESTIMATE

Oct

Jan

Qtr 1, 2016 Feb

Mar

Qtr 2, 2016 May

Jun

SCHEDULE Apr

Jul

Qtr 3, 2016 Aug

Oct

Qtr 4, 2016 Nov

Dec

SITE LOGISTICS

Sep

                                                       

SE NW

Activity Name

PROJECT TEAM

Activity ID

Original Start Duration

Qtr 2, 2015 May

DESIGN

Finish Jun

                        SE.2.1.1.7 Zone 5 & 6 Concrete                                                                                                                          SE.2.1.1.8 MEP                            SE.2.2 Phase II    SE.2.2.1 Building A    SE.2.2.1.1 Foundation                SE.2.2.1.2 Shell                           

Jul

Qtr 3, 2015 Aug Sep

Qtr 4, 2015 Nov

Dec

ESTIMATE

Oct

Jan

Qtr 1, 2016 Feb

Mar

Qtr 2, 2016 May

Jun

SCHEDULE

Apr

Jul

Qtr 3, 2016 Aug

Oct

Qtr 4, 2016 Nov

Dec

SITE LOGISTICS

Sep

                                                        

SE NW

Activity Name

PROJECT TEAM Activity ID

Original Start Duration

Qtr 2, 2015 May

DESIGN Finish

                                   SE.2.2.1.5 MEP                                        SE.2.2.1.3 Interiors                                          SE.2.2.1.4 Services        SE.2.2.6 Building B    SE.2.2.6.2 Shell                                       SE.2.2.6.5 MEP                            SE.2.2.6.3 Interiors                         

Jun

Jul

Qtr 3, 2015 Aug Sep

Qtr 4, 2015 Nov Dec

ESTIMATE

Oct

Jan

Qtr 1, 2016 Feb Mar

Qtr 2, 2016 May

Jun

SCHEDULE Apr

Jul

Qtr 3, 2016 Aug

Oct

Qtr 4, 2016 Nov

Dec

SITE LOGISTICS

Sep

                                                        

SE NW

Activity Name

PROJECT TEAM Activity ID

Original Start Duration

Qtr 2, 2015 May

DESIGN Finish

        SE.2.2.6.4 Services        SE.2.2.2 Building C    SE.2.2.2.2 Shell                                                                                    SE.2.2.2.5 MEP                                                SE.2.2.2.3 Interiors                                                  SE.2.3 Phase III    SE.2.3.1 Finish Work    SE.2.3.1.1 Paving           

Jun

Jul

Qtr 3, 2015 Aug Sep

Qtr 4, 2015 Nov Dec

ESTIMATE

Oct

Jan

Qtr 1, 2016 Feb Mar

Qtr 2, 2016 May

Jun

SCHEDULE Apr

Jul

Qtr 3, 2016 Aug

Oct

Qtr 4, 2016 Nov

Dec

SITE LOGISTICS

Sep

                                                        

SE NW

Activity Name

PROJECT TEAM

Activity ID

Original Start Duration

   SE.2.3.1.2 Landscaping            SE.2.3.1.3 Special Construction                   SE.2.4 Phase IV   SE.2.4.5 Substantial Completion   SE.2.4.5.2 Punch List            SE.2.4.5.3 Close-out        

Qtr 2, 2015 May

DESIGN

Finish

                    

Jun

Jul

Qtr 3, 2015 Aug Sep

Qtr 4, 2015 Nov

ESTIMATE

Oct

Dec

Jan

Qtr 1, 2016 Feb

Apr

Qtr 2, 2016 May

Jun

SCHEDULE

Mar

Jul

Qtr 3, 2016 Aug

Oct

Qtr 4, 2016 Nov

Dec

SITE LOGISTICS

Sep

                    

SE NW

4.2| Summary of Critical Paths Summary of Critical Paths The following critical path activities will be met at intervals to ensure the project is being completed as scheduled:  



Concrete Pours – Pours are designated by zones to maximize efficiency and minimize delays. Concurrent crews will form and reinforce upcoming zone pours during current zone pours. Disassembly of Tower Crane – Once the Discovery Center is transported back to the site and prepared for re-construction, the tower crane will be disassembled and removed from the elevator core. Site Grading for Laydown Area – Storage area for materials and onsite crew parking will be allocated on the West half of Block 48 after the parking garage has been completed up to street level. This will improve efficiency in storage, organization of tools/materials, and safer site access for the crew members. Commissioning – After substantial completion of all three buildings is obtained, building commissioning will begin with punch lists for MEP and GC work, along with site cleanup. This will be done to ensure proper turnover to the owner, compliant with the RFP.

Activity Name

Original Start Duration

Finish

Qtr 2, 2015 May

Jun

Jul

Qtr 3, 2015 Aug

Sep

Oct

Qtr 4, 2015 Nov

Dec

Jan

Qtr 1, 2016 Feb

Mar

Apr

Qtr 2, 2016 May

Jun

Jul

Qtr 3, 2016 Aug

Sep

Oct

Qtr 4, 2016 Nov

Dec

In order to reduce project risk, SENW will take advantage of the time between award of contract and the Notice to Proceed. Mandatory crew safety training before breaking ground will seek to instill positive safety culture for this project to cut down on jobsite risk before it is created. Three-level work plans will be developed for every step of the project consisting of project manager, superintendent and foreman. Likewise, work plans will be developed with specialty contractors in presence of general contractor’s superintendent for consistent coordination. Submittal meetings will occur with owner and GC’s architect in order to reduce schedule impacts from changes giving the SENW time to plan resources effectively.

Roles and Responsibilities SE NW

100 Production – Project Superintendents reporting directly to David Marshbank

SITE LOGISTICS

    SE.3 Milestones                                                            SE.1 Preconstruction     SE.1.1 Package Review     SE.1.1.1 SD & DD and Civil Package                       SE.1.1.2 CD Reviews                             SE.1.2 Permitting                    SE.1.3 GMP Reviews                

SE Block 48

SCHEDULE

Risk Mitigation

Activity ID

ESTIMATE



DESIGN



PROJECT TEAM

project as outlined in the RFP. The Project Manager will hold weekly coordination meetings with key subcontractors and the owner. He will also be creating a realistic 3-week look-ahead schedule for coordination and owner updates.

4.3| Risk Mitigation Risk Mitigation

DESIGN

PROJECT TEAM

obtained, building commissioning will begin with punch lists for MEP and GC work, along with site cleanup. This will be done to ensure proper turnover to the owner, compliant with the RFP.

Roles and Responsibilities Production – Project Superintendents reporting directly to David Marshbank Coordinate with subcontractors to prepare detailed work plans. Ensure material approval prior to installation. Initiate and execute RFI’s. Document inputs and outputs with daily job diaries. Verify field work and materials comply with plans and specifications. Supervise subcontractors and construction activities.

ESTIMATE

     

SCHEDULE

101

SITE LOGISTICS

SE NW

4.4| Roles and Responsibilities Roles and Responsibilities Production – Project Superintendents reporting directly to David Marshbank Coordinate with subcontractors to prepare detailed work plans. Ensure material approval prior to installation. Initiate and execute RFI’s. Document inputs and outputs with daily job diaries. Verify field work and materials comply with plans and specifications. Supervise subcontractors and construction activities.

Quality Control – Field Engineers     

Focus on compliance to plans and specifications. Track and manage QA documentation. Complete periodic random sampling audits of submittals. Document QA on subcontractor activities and completed work. Review design, construction and material documentation.

   

Verify all approved documents, including plans and specifications are stamped “Released for Construction”. Ensure specified requirements are met for products and services. Develop Inspection and Testing Plans for each scope and schedule material testing and inspection. Complete daily reports of inspections, tests and material sampling.

ESTIMATE

Quality Assurance – Inspectors and Testers

DESIGN

     

PROJECT TEAM

consistent coordination. Submittal meetings will occur with owner and GC’s architect in order to reduce schedule impacts from changes giving the SENW time to plan resources effectively.

Safety

   

Mandatory safety training for initial crew before breaking ground. Every meeting begins with a safety topic or experience. Toolbox meetings discuss safety hazards and preventions for specific work plans. Safety and quality of work is prioritized over faster, riskier production. All PPD must be worn before allowed within the site boundary. PPD will be provided to any and all visitors to the jobsite. Weekly jobsite site walks by office staff to note any safety concerns. Trash cans supplied to subcontractors to prevent tripping hazards from 102 SE NW trash accumulation.

SITE LOGISTICS

  

SCHEDULE

Sterling-Endeavor NorthWest is committed to continuing our excellent safety record by making safety a primary objective. We believe workers should not be afraid to come to work every day for fear of injury, and we have created a safety culture that embodies our values of a safe work place. SENW has core safety values as follows:

5 I SITE LOGISTICS

103

5.1| Site Logistics Summary Site Logistics

104

SITE LOGISTICS

SE NW

SCHEDULE

A boom truck will be brought in to aid the tower crane where the reach is unavailable for superstructure construction. As superstructure construction begins, the West side of the site will have a gravel access road from John St. leading to the laydown site and jobshack trailers. This will give an area for unloading and loading of trucks off of John Street allowing street access to open. An entrance on 9th Ave. N. will allow crew temporary parking for the remainder of the job, freeing public parking on nearby streets and enhancing the safety of the crew.

ESTIMATE

After consulting with a local earthwork contractor, the excavation equipment will consist of 3 excavators, 1 loader, 1 bulldozer and 9 truck & trailer combos, dumping to offsite locations south of Seattle. As excavation gets deeper, a belt conveyor will be erected in order to continue to load dirt from the bottom of the pit to the trucks in the John Street loading zone. The tower crane will be installed in the North center of the site in order to reach the necessary elevator cores as well as the loading zone on John Street. Upon completion of backfill, the remaining equipment will be lifted out of the pit via the tower crane.

DESIGN

except for John Street. Fencing will also enclose the discovery center during deconstruction and relocation as excavation begins on the West side of the site.

PROJECT TEAM

Estimated final total for the project including precon, general conditions and all work: $46,191,328

DESIGN

ESTIMATE

SCHEDULE

SITE LOGISTICS

Temporary Access Road

Mobilization and Site Preparation Security Site Fencing

Security Site Fencing

Demolition

105

SE NW

PROJECT TEAM

5.2| Site Preparation

DESIGN

ESTIMATE

SCHEDULE

Mobilization and Excavation

SITE LOGISTICS

106

SE NW

PROJECT TEAM

5.3| Excavation

DESIGN

Boom Truck 75’

100’

25’

50’

ESTIMATE

SCHEDULE

265’

200’

Tower Crane 100’

SITE LOGISTICS

107

SE NW

PROJECT TEAM

5.4| Swing Radius

Security Fencing

DESIGN

ESTIMATE

SCHEDULE

SITE LOGISTICS

Building Construction and Laydown Area

Jobshack Trailers

Security Fencing

Craftsmen Parking

Laydown Area

Gravel Access Road

Building Construction

Security Fencing

108

SE NW

PROJECT TEAM

5.5| Laydown Area



5.6| Safety Safety

   

ESTIMATE



DESIGN

  

PROJECT TEAM



Develop Inspection and Testing Plans for each scope and schedule material testing and inspection. Complete daily reports of inspections, tests and material sampling.

SCHEDULE

109

SITE LOGISTICS

SE NW