C5 proposal book

PROPOSAL FOR

DESIGN-BUILD SERVICES FOR THE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CONSTRUCTION OF PARKING GARAGE OKLAHOMA CITY, OKLAHOMA

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

TABLE OF CONTENTS CONTENTS Executive Summary .............................................................................................................................................................. 5 Problems ........................................................................................................................................................................... 5 Opportunities.................................................................................................................................................................... 5 Housing Target Market ..................................................................................................................................................... 6 Retail Target Markets ....................................................................................................................................................... 6 Team ................................................................................................................................................................................. 7 Financial Summary ............................................................................................................................................................ 9 Milestones ...................................................................................................................................................................... 10 Pre-Design .......................................................................................................................................................................... 11 Precedent Studies ........................................................................................................................................................... 11 Program Analysis ............................................................................................................................................................ 12 Concept Statement ......................................................................................................................................................... 14 Municipal Code Considerations ...................................................................................................................................... 14 Bricktown Design Criteria Analysis ................................................................................................................................. 14 Site ...................................................................................................................................................................................... 19 Site Logistics Plan ............................................................................................................................................................ 19 Building Design ................................................................................................................................................................... 21 Design Review..................................................................................................................................................................... 57 Constructability............................................................................................................................................................... 57 Preliminary Specifications .................................................................................................................................................. 58 Cost Estimation ................................................................................................................................................................... 85 Project Schedule ............................................................................................................................................................... 106 Quality Assurance/Quality Control Plan ........................................................................................................................... 107 Project Narrative .............................................................................................................................................................. 112

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

EXECUTIVE SUMMARY PROBLEMS   





JE Dunn Construction Group’s current office is on the outskirts of OKC Lack of non-luxury housing for in Bricktown, stunting population growth in the area Need to encourage street level activity in the district o Bricktown attracts tourists and students, but other districts attract a larger share of the local market which is currently rising as people move downtown Need to utilize vacant upper floors and basements in Bricktown buildings to increase area attractiveness and pedestrian safety o High cost of bringing upper floors into compliance with building codes Too much surface parking in the area, most of which is underutilized during the day (at an average maximum usage of 35% full at peak)

OPPORTUNITIES      

Provide a more central OKC office for JE Dunn Construction Group Construct revenue-generating condos on currently vacant floors above ground-level Ground floor uses provide continuity and make the area more desirable as a place for pedestrians to spend time and/or money Consider other land uses that have parking demands that peak during the middle of the workday Construct a parking garage to accommodate the growing population of Bricktown Create mercantile space to accommodate retail and service needs of incoming residents, downtown office workers, and growing visitor category o Grocery o Gifts & Souvenirs o Pharmacy o Books And Music o Home Goods o Specialty Foods o Electronics o Covered Parking Options o Apparel And Shoes

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

HOUSING TARGET MARKET 





Primarily 18-34 age group o Current students, recent college graduates and young professionals, as well as some empty –nesters in higher age brackets o With or without families Moderate budget o Target sale price: $300,000 o Target leasing rate: $1,000/month “Contemporary” and “historic” home style and configuration are most desired

RETAIL TARGET MARKETS BRICKTOWN’S MARKET S TATISTICS 1 ANNUAL RETAIL SPENDING

MARKET AUDIENCE PERCENTAGE

Area Employees:

$363,000,000 /year

56%

Tourists & Conventioneers:

$176,000,000/year

27%

Downtown Residents:

$ 93,000,000/year

14%

Students:

$ 20,000,000/year

3%

TRAVELER SPENDING BY TRIP PURPOSE 2 CONVENTIONS AND MEETINGS

1 2

LEISURE

CORPORATE

Lodging

$120

$100

$120

Food And Beverages

$80

$90

$80

Miscelaneous

$30

-

-

Entertainmnet

-

$40

-

Car

-

-

$90

Total Spending Per Day

$230

$230

$290

Total Visitor Spending

$68,233,000

$42,500,000

$65,060,000

Greater Population estimates from Greater Oklahoma City Chamber, 2011; Market projections from RCLCO Oklahoma City Convention and Visitors Bureau, 2010

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

TEAM PATRICK HENNING ACTING PROJECT MANAGER The professional in the field responsible for planning, scheduling, and execution of the project. They are accountable for ensuring that all individuals involved with the work clearly understand and execute their scope of work. It is important that the project manager understands the roles of all other team members, employees at the Chupacabra Group and other contractors involved. Patrick is responsible at the highest level for managing communication, project risk, schedule, budget, and conflicts.

JAMES DUKE ACTING PROJECT ARCHITECT A professional responsible for overseeing the design and technical development of projects, exercising independent judgment on particular parts of projects; in the role of project architect James is responsible for the coordinating work between the architects and interior designers on the team and coordinating with the project manager on budgeting and schedule issues related to all structural renovation work. James is also responsible for preparing measured drawings of the existing building, planning structural renovations and updates, planning exterior renovations including the roof deck, and final sheet checks.

JESSICA UNDERWOOD ACTING ASSOCIATE ARCHITECT A professional responsible for the design and technical development of projects, exercising independent judgment on particular parts of projects. On this project, Jessica is responsible for the conceptual design of the new parking structure and coordinating with the project manager on budgeting and schedule issues related to the parking structure.

ANNIE KIENTZ ACTING ASSOCIATE ARCHITECT A professional responsible for the design and technical development of projects, exercising independent judgment on particular parts of projects. On this project, Annie is responsible for the conceptual design of outdoor spaces, mechanical systems planning, and sheet checking.

LAUREN DOONE Interior Design Position 1 - This position is responsible for Residential design. They design and specify all of the elements pertaining to Levels 3 and 4 in the project scope. This is included, but not limited to; initial spatial planning, block planning, precedents, lighting evaluation and calculations, reflected ceiling plan in correlation with HVAC systems, perspective views, and print-board layouts.

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

JAMIE THOMAS Interior Design Position 2 - This position is responsible for Institutional and Corporate design. They design and specify all of the elements pertaining to Level 2 in the project scope. This is included, but not limited to; initial spatial planning, block planning, precedents, lighting evaluation and calculations, reflected ceiling plan in correlation with HVAC systems, perspective views, and print-board layouts. Jamie was also responsible for coordinating with the project manager on budgeting and schedule issues related to all interior design initiatives.

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

FINANCIAL SUMMARY PROJECT SUMMARY SUBTOTAL

% OF TOTAL DIRECT COSTS

% OF TOTAL PROJECT COSTS

Summary Of Direct Cost Existing Building Renovation Commercial Interior Finish - Out Commercial Furnishings Residential Parking Structure Roof Top Outdoor Living Space Greenspace Subtotal

1,829,616.40 $261,592.25 167,658.98 1,454,857.65 7,108,985.86 115,367.30 42,907.08 10,980,985.52

17% 2% 2% 13% 65% 1% 0% 100%

12.34% 1.76% 1.13% 9.81% 47.96% 0.78% 0.29% 74.08%

Subtotal

819,996.83

100.00%

5.53%

Subtotal GUARANTEED MAXIMUM PRICE

3,022,866.67 $14,823,849.02

100.00%

20.39%

General Conditions Insurance, Bond, Permit, Design, Contingency, Fees

FOR DETAILED ESTIMATES, SEE SECTION “COS T ESTIMATION.

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

MILESTONES GARAGE DATES Duration

Start

End

Building Sitework

107

4/29/15

9/24/15

Substructure

14

4/30/15

5/19/15

Shell

90

5/20/15

9/22/15

Services

50

9/23/15

12/1/15

Interiors

13

11/11/15

11/27/15

Equipment & Furnishings

1

11/11/15

11/11/15

Duration

Start

End

3 days

4/29/15

5/1/15

Shell

172

5/4/15

12/29/15

Interiors

180

5/15/15

1/21/16

Services

177

5/15/15

1/18/16

Equipment & Furnishings

18

1/5/16

1/28/16

RENOVATION DATES

Special Construction & Demolition

MOVE-IN DATES GARAGE Monday, 12/8/2015 RENOVATION Monday, 2/8/16 FOR DETAILED ESTIMATES, SEE SECTION “PRO JECT SCHEDULE.”

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

PRE-DESIGN PRECEDENT STUDIES HISTORIC FRONT STREE T NEW YORK, NY We were drawn to this building for specific elements. The addition of the metal siding is something we were interested in replicating within the scope of our project. Though the restoration of this site was minimally invasive work, the entire façade and structure of the building was transformed. We took note of the material changes and the contrasting elements that appeared to give the building a more modern look. The courtyards are located within the main circulation path, giving a scenic essence to the building cluttered around the big city. Ten geothermal walls provide cooling for the entire project and eliminates the need for rooftop cooling towers that could endanger the historic buildings. It occurred to us that Historic buildings are much more difficult to qualify for LEED credits, but we agreed that regardless of accreditation or not, we would strive to be economic and sustainable in all of our deviations.

BRICK HOUSE STEENSAGER, DENMARK This example creates innovation by reinventing history. It entirely rejects its exterior structure and reinvents a non-traditional interior. After reviewing with the team, we agreed that we wanted to embrace the structural integrity of the site, and strive to exhibit the historical aspects rather than try to hide them. There was however, some inspiration drawn from this buildings use of interior materials. The light pine wood created a light and airy atmosphere that reflected cool light (provided by LEDs) in an exceptional manner. We also decided that if there was more contrast, the design intent of would look bolder.

S HR DOCUMENTATION C ENTRE NEW DELHI, INDIA This precedent opened the team up to the idea of brick rotation in screening. We have an interest in repetitive pattern and shadow play. The level of detail in creating something like this would be extremely high. We are testing different designs with rotation, cut outs, and other patterns to understand the complexity in designing—and implementing something like this. The team continues to look for inspiration from other forms of repetition—and also elements of unity. Contrast will be an essential element in our final design.

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

PROGRAM ANALYSIS RENOVATION OF EXISTING BUILDING WILL INCLUDE THE FOLLOWING B Y FLOOR LEVEL: BASEMENT

FOURTH FLOOR

OCCUPANCY TYPE: S

OCCUPANCY TYPE: R

RENTABLE SQ. FT.: 7,162

RENTABLE SQ. FT.: 7,226

OCCUPANT LOAD: 24

OCCUPANT LOAD: 36

FIRST FLOOR – ONE SPACE TO BE RENOVATED

ROOF TOP

OCCUPANCY TYPE: B

SHARED OUTDOOR LIVIN G SPACE FOR BUILDING OCCUPANTS

RENTABLE SQ. FT.: 424 OCCUPIABLE SQ. FT.: 6,608 OCCUPANT LOAD: 4 OCCUPANT LOAD: 132 NOTE: EXISTING RESTA URANT AREA TO REMAIN NOTE: EXISTING PARAPETS MUST BE BROUGHT UP TO CODE -COMPLIANT HEIGHT IN SOME AREAS

SECOND FLOOR – NEW OFFICE SPACE OCCUPANCY TYPE: B

GREENSPACE RENTABLE SQ. FT.: 7,341 PRIVATE SECURED GREENSPACE OCCUPANT LOAD: 73 NOTE: SECURED ENTRY AT THE NORTH AND SOUTH PROPERTY LINES. ACCESS TO THE GREENSPACE FROM THE BUILDING AT SOUTHEAST CORNER OF BUILDING.

THIRD FLOOR OCCUPANCY TYPE: R

ADDITIONAL PROGRAM R EQUIREMENTS

RENTABLE SQ. FT.: 7,224 OCCUPANT LOAD: 36O

TWO CODE COMPLIANT E GRESS STAIRS

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

CONSTRUCTION OF NEW PARKING GARAGE WILL INCLUDE THE FOLLOWIN G BY FLOOR LEVEL: 1. FIRST FLOOR

2. UPPER LEVEL FLOOR S

CORE AND SHELL FOR FUTURE RETAIL TENANT FINISH OUT – MAXIMIZE SPACE FOR TENANTS ALLOWING FOR PARKING RAMPS TO FLOORS ABOVE

2.1. PARKING – ALLOW PARKING FOR 300 SPACES WITH STAIRS AND ELEVATOR TO MEET EGRESS REQUIREMENTS

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

CONCEPT STATEMENT This proposal for the rehabilitation and reuse of the building at 4 East Sheridan in Oklahoma City and its attendant parking garage heavily emphasizes the concept of connections: with and within the neighborhood, with people, and with the past. Our design proposal addresses this goal by providing a parking garage that will serve as a prominent jumping-off point for Bricktown visitors, while also creating spaces for residents and downtown employees to stop and visit, generating intensively collaborative spaces for the offices of J. E. Dunn Construction Group, and highlighting the brilliance of the original construction and mechanical elements of the renovated building. It is a concept that celebrates the beautiful and practical elements of the past while moving forward with the beautiful and practical elements of the contemporary architecture, resulting in a blend of old and new that fits in perfectly with the quickly growing downtown districts of OKC.

MUNICIPAL CODE CONSIDERATIONS All construction is to conform to the International Building Code

BRICKTOWN DESIGN CRITERIA ANALYSIS GENERAL DESCRIPTION This mixed-use district allows for a wide range of commercial, residential, office, warehouse and limited industrial uses. It is intended to facilitate the adaptation of a warehouse district to a more vital mixture of uses, while conserving the visual architectural character of structures with historic significance.

CERTIFICATE OF APPROV AL REQUIRED 

A Bricktown Certificate of Approval shall be required in the following instances prior to the commencement of work upon any structure or site located within a Bricktown Core Development District: o New construction, additions, or exterior modification of an existing structure and associated sites. o o



Public or private streetscape improvements.

Proposed plans for the removal of historically significant public improvements. These include, but are not limited to portions of brick streets and railroad lines or rails within the district.

Staff may review and issue Certificates of Approval for the following: o Modifications or alterations to a structure or site where the impact of the proposed change is less than 10% of the site or structure being modified. o Revisions to submittals previously approved by the Bricktown Urban Design Committee where the changes impact less than 20% of the project. o Painting of the exterior of any previously painted structure, subject to the following conditions.  Staff approval shall be limited to paint colors of off-white, or medium-to-dark shades of red, brown, or green; for trim or hardware, the above colors may be used as well as black or gray.  In granting an approval, Staff shall determine that the proposed paint colors complement the red brick character of the district, provide an appropriate color scheme for the subject property, and are compatible with adjacent properties. o Parking lots of ten (10) or fewer spaces. o Awnings, canopies and lighting.

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

o o o





Fencing.

Screening of mechanical equipment and waste receptacle enclosures.

Minor public and private improvements including but not limited to sidewalks, kiosks, landscaping, bus stop shelters, benches, and ornamental lighting.

A Bricktown Certificate of Approval shall not be required for Ordinary Maintenance and Repair that involves no change in materials, dimensions, design, configuration, color, texture, surface coating, or visual appearance for work meant to remedy damage or deterioration of site elements, structures, or their appurtenances.

Revisions to Certificates of Approval: Staff may approve minor revisions and adjustments to an active Certificate of Approval without additional fee provided the following conditions are satisfied: o No more than 5% of the site or building is modified from the original Certificate of Approval; o Revisions do not significantly alter the work previously approved; o Revisions are in conformance with regulations and meet the intent of the guidelines; and o Revisions are consistent with any conditions associated with the original Certificate of Approval.

USE REGULATIONS Uses permitted in the BC District can be found in Table 7150.1.

ACCESSORY USES The following are permitted subject to the regulations in §59-12200 (Standards for Accessory Buildings, Structures and Uses) of this chapter:  

General accessory structures.

Accessory uses with specific regulations: o Fence  Stockade fencing, chain-link fencing with opaque materials inserted/woven between the fence material, and sight-proof metal fencing are not permitted; however, stockade fencing and chain-link fencing with the insertions/weaving may be used for the screening of dumpsters.  Sight-proof fencing shall not be used in any other situation, except as approved by the Urban Design Committee.  All walls and fences required for parking lots shall be constructed of brick, wood, wrought iron or stone masonry or any combination of said materials. o Accessory signs, subject to sign regulations.

PARKING AND LANDSCAPING REQUIREMENTS 

Off Street Parking For the purpose of this section, off-street parking shall mean all stand-alone parking lots (Use Unit 8300.13 – Automotive: Parking Lots, as a Principle Use) and all surface parking associated with a development as defined in this chapter.

All off-street parking shall be subject to the following sections of Chapter 59 of the Zoning and Planning Code: 15

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA







Off-street parking shall not be located: o Within 50 feet of the corner of intersecting public streets, as measured from the abutting property lines along each street; nor o Within 75 feet of the nearest edge of the Bricktown Canal. o Where off-street parking abuts a street frontage, either or both of the following screening options shall be installed and maintained so as not to encroach upon the public rights-of-way: o A minimum 3-foot high wall or fence.  In cases where a fence height above 3 feet is desired, the fence panel areas must provide for visual transparency and shall not be solid panels. o A minimum 5-foot wide irrigated landscaped area.  Landscaped areas shall be designed to discourage damages to the vegetation due to pedestrian through-traffic.

If an existing off-street parking lot is modified to increase the square footage by more than 500 square feet for the purpose of providing additional parking stalls, the entire parking lot shall be required to come into compliance with this Chapter. o Exceptions:  Any off-street parking stalls that exist within 50 feet of the corner of a public street as measured from the abutting property line along each street, or within 75 feet of the nearest edge of the Bricktown Canal at the time of such proposed parking lot expansion may remain in place, but shall otherwise come into compliance with this chapter.  Modifications to existing parking lots shall not mean activities associated with the repair of existing parking lots, such as resurfacing, patching, or restriping to the extent consistent with § 59-7150.1.F.(1)(d).

Parking Garages o All parking garages (Use Unit 8300.12 – Automotive: Parking Garages) shall provide screening of parked vehicles at street and canal level.

DESIGN REVIEW PROCE SS The design review process for the BC District can be found in Section 59-4250.6 (Bricktown Certificates of Approval).

DESIGN GUIDELINES FOR CERTIFICATES OF AP PROVAL FOR BC ZONED PROPERTIES The following design guidelines are advisory and serve as a reference for all parties involved in the design review process. They do not constitute regulations. The Bricktown Urban Design Committee shall be guided by these guidelines: o

o

The setbacks for new buildings and additions to buildings should be in keeping with other buildings on the block. Normally, new buildings should be located on the front and side property lines. Where new buildings are not situated on the front and/or side property lines, the setback area should be designed and landscaped so as to complement the existing facilities within the core area. The historic character and texture of the area is best served through the observance of platted building property lines.

Brick building facades, preferably varying shades of red brick, are an established and a critical characteristic of the district’s core. New and renovated facades should enhance or complement this 16

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

o

o o

o

o

o

o o o o

o

o

characteristic. Innovative design and creative use of building materials, such as glass, concrete and architectural metals are encouraged. Mirrored glass and vinyl siding are discouraged.

Buildings should have the appearance of a flat roof from the ground, and pitched roofs should be hidden by parapets. Roofs with other appearances should be closely reviewed for the district’s architectural improvement and for design impact on the district and adjacent structures.

Window alignment and type should be compatible with adjacent buildings.

During and after the restoration and renovation of window openings, the windows should be set in two (2) inches to three (3) inches from the facade front. An alternative window design may be authorized by the Bricktown Urban Design Committee.

Original window, door and freight bay door openings have been blocked in with wood, brick or other materials, these openings should be reestablished during renovations, on a story-level-by-story-level basis for those stories included within a building permit application. Doors, windows and freight bay doors should not typically be blocked in with brick and panels. For example, one of the compatible styles of closure for freight bay doors would resemble a tongue and groove wooden warehouse door.

Existing brick surfaces should not be covered with paint, or by stucco, wood, plastic, metal or other materials. This shall not apply to historic signage, as these may be restored with paint. As stated in the zoning provisions, painting on unpainted bricks is prohibited unless previously authorized by the Bricktown Urban Design Committee. The preferred method of signage of buildings is the attached sign mounted on the building.

Facades should be designed or renovated with a design that is compatible with the older and historic buildings common to the area. Facade designs to be discouraged include those characterized by mirrored glass, panel walls made of glass, plastic or metal, smooth steel or smooth composite walls, or prefabricated tilt-up concrete walls.

Historic building ornamentation should not be removed or covered.

A building recognized locally or nationally for its architectural or historical significance should not be demolished unless there is no reasonable economic alternative.

Accessory and non-accessory signs may be appropriate if designed as a landmark that conveys a message or logo enhancing the identity of the district.

Non-accessory signs serving as local directional signs for patrons of Bricktown businesses may be permitted on a limited basis, such as two (2) per geographic block. The display surface should not exceed twelve (12) square feet per sign. Styles of lettering commonly used around the construction date of the structure housing the business being served are recommended. Wall and ground signs constructed of wood and/or metal are preferred. Off-site directional signs for public or private parking lots shall be considered under this section.

Sight-proof screening may include natural or manmade materials, and the design should yield a screen which is durable. When the material used is not vegetation, brick or stone, the surface should be painted or otherwise coated in a uniform color.

Sidewalks should be constructed along all street frontages, with the width being from the street curb to the building line. Sidewalk construction shall include the installation of street trees planted in treewells, with tree grates, located on the inside of the curb, spaced at a minimum of an average of twenty (20) feet. Sidewalk construction materials should consist of concrete, brick, stone or granite. A minimum of five (5) feet by five (5) feet by three and one-half (3.5) feet deep tree wells should be

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

o o

o o o

provided in existing or new sidewalks. Selected trees species should be adaptable to the harsh conditions of a dense urban environment.

Colors of paint should complement the red-brick character of the district.

Parking garages (Use Unit 8300.12 – Automotive: Parking Garages) should be designed to:  Reserve building space at street and canal level for parking garage access and active uses such as but not limited to retail, cultural, or eating establishments.  Locate ramped and sloping interior floors on the alley or side yard, and not along the street frontage.  Locate stairwells on the exterior corners of parking garages and construct them so that at least one wall of the stairwell be visually open to the outdoors.

Clearly mark entries and exists for both pedestrians and vehicles through the use of materials, lighting, signage, etc. to ensure visibility and promote pedestrian safety.

Sites should be designed to maintain building mass along street edges and corners, and avoid the placement of surface parking at the corner of streets and alleys.

New construction is encouraged to maintain a height limit of 80 feet unless a greater height is compatible with existing buildings located on the same block on either side of the street. Buildings should incorporate design treatments that assure compatibility, such as the alignment of features such as belt courses, cornices, and windows.

TABLE 7150.2: BC BRICKTOWN CORE DISTRICT BULK REGULATIONS

BULK STANDARDS

BC DISTRICT

Minimum Building Height

For new construction, 25 feet at street level and 35 feet at canal level for buildings fronting the Bricktown Canal.

For new construction, 140 feet

Maximum Building Height YARDS Front Yard

None, however, for new construction a Build-ToLine along street

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

SITE SITE LOGISTICS PLAN

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

BUILDING DESIGN Structural improvements to the existing building such as moment frames were implemented to increase the ability of the building to withstand greater seismic loads, a concern which has become a greater issue in recent years than it has previously.

The decision was made to not attempt to insulate the existing exterior walls for several reason, the most prominent being that to insulate from the interior of the wall could eventually compromise the timber structure of the building by creating a warm, moist environment within the wall and cause rot, 3 and insulating the exterior of the building using EIFS or a similar product would compromise the existing aesthetic and could even fall outside of the Bricktown Design Criteria development guidelines.

It was determined that existing walls have enough thermal mass to prevent dramatic temperature fluctuations within the building, and proper design of the HVAC system in conjunction with energy-efficient windows could negate most cold wall issues.

Fire-rating between new occupancy grouping was accomplished through surfacing the underside of existing floors in gypsum board, both to preserve the aesthetic of the existing wood floors and the interlacing pattern of the columns and stacked beam system. As a Type III-B assembly, exposed heavy timber is acceptable, and the existing brick walls easily qualify as a 2-hr. non-combustible assembly.

The parking garage was designed to conform to all aspects of the Bricktown Design Criteria while matching the design requirements of JE Dunn Construction Group.

3

Holladay, Martin. "Insulating Old Brick Buildings." Green Building Advisor. N.p., 12 Aug. 2011. Web. 15 Jan. 2015.

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

DESIGN REVIEW CONSTRUCTABILITY SKYBRIDGE During our group’s design phase we had a few obstacles to overcome. Our first one was our sky bridge connection that connects the parking structure to the existing building. There were many proposed ideas that needed to be restructured in order for them to be constructed. We were stuck on a framing system to use between a wood structure or a steel structure which we decided to go with the steel to give it a better structural support and it ended up flowing better with our design concept of bringing a more modern feel to a historic building.

PRECAST PARKING GARAGE The parking garage was another design review that had to be looked into by our entire group. We were between cast in place or precast. We weighed our options and for site logistics, precast was our best option as well as cheaper than regular cast in place concrete. With the logistics in mind it was easier to work with precast than cast in place. The reason being because with our phasing plan starting in the northeast corner we can take the structure all the way to the top floor and then move to the next section. For delivers the trucks still have plenty of site to bring the material in with and the crane can just pick it off the truck and place it immediately. If we were working with cast in place we would have had too much of a congested site which would have eventually delayed our schedule in our minds. Pre cast can go up very quickly and you can have much larger spans in your structure unlike cast in place concrete.

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

PRELIMINARY SPECIFICATIONS SEE INTERIORS SPECIFICATIONS GUIDE (BOUND SEPARATELY).

SAMPLE ARCHITECTURAL SPECIFICATIONS BELOW SECTION 03 53 00 SECTION 03 53 00 CONCRETE FLOOR TOPPINGS PART 1 GENERAL 1.1

SECTION INCLUDES A.

1.2

RELATED SECTIONS A.

1.3

1.4

Premixed, ready to use concrete toppings for floors subjected to increased abrasion, point loading, and abuse.

Section 03 30 00 - Cast-in-Place Concrete.

REFERENCES A.

American Concrete Institute (ACI): 1.

ACI 301 - Specification for Structural Concrete for Buildings.

2.

ACI 302.1 - Guide for Concrete Floor and Slab Construction.

3.

ACI 305 - Hot Weather Concreting.

4.

ACI 306 - Cold Weather Concreting.

5.

ACI 308 - Guide to Curing Concrete.

B.

American Society for Testing Materials (ASTM): 1.

ASTM C 171 - Standard Specification for Sheet Materials for Curing Concrete.

2.

ASTM C 1315 - Liquid Membrane-Forming Compounds Having Special Properties of Curing and Sealing Concrete.

3.

ASTM C 666 - Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing.

SUBMITTALS A.

Submit under provisions of Section 01 30 00 - Administrative Requirements.

B.

Product Data: Manufacturer's data sheets on each product to be used, including: 1.

Preparation instructions and recommendations.

2.

Storage and handling requirements and recommendations.

3.

Installation methods.

C.

Certification stating applicator is experienced in the application of the specified product.

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PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

1.5

1.6

1.7

1.8

QUALITY ASSURANCE A.

Manufacturer Qualifications: Minimum 5 year experience manufacturing similar products.

B.

Installer Qualifications: Minimum 2 year experience installing similar products.

C.

Mock Up: In a location designated by the Architect, place a minimum 100 square feet floor mock up using materials, procedures and personnel proposed to be used on the project. During mockup and initial period of installation, the manufacturer of the surface hardener will provide, at no cost, the service of a trained employee to aid in securing proper use of the product.

PRE-INSTALLATION MEETINGS A.

Convene minimum two weeks prior to starting work of this section.

B.

Pre-installation Meeting: Convene a pre-installation meeting three weeks before the start of application of the concrete topping material. Require attendance of parties directly affecting the work of this Section, including Contractor, Architect, applicator, and manufacturer representative.

DELIVERY, STORAGE, AND HANDLING A.

Deliver and store products in manufacturer's unopened packaging bearing the brand name and manufacturer's identification until ready for installation.

B.

Handling: Handle materials to avoid damage.

PROJECT CONDITIONS A.

1.9

Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's recommended limits.

SEQUENCING A.

Ensure that products of this section are supplied to affected trades in time to prevent interruption of construction progress.

PART 2 PRODUCTS 2.1

2.2

MANUFACTURERS A.

Acceptable Manufacturer: L&M Construction Chemicals; A product brand of LATICRETE International, Inc., which is located at: 1 LATICRETE Park N. ; Bethany, CT 06524-3423; Toll Free Tel: 800-362-3331; Tel: 402-453-6600; Email: request info (info@lmcc.com); Web: www.lmcc.com

B.

Requests for substitutions will be considered in accordance with provisions of Section 01 60 00 Product Requirements.

MATERIALS A.

Heavy Duty Emery Aggregate Concrete Topping: Class 6 and 7 industrial floors. Ready-mixed with Portland cement.

1.

Product: EMERY TOP 400 by L&M Construction Chemicals 2.

Physical properties and minimum test performance: a.

100 percent natural emery aggregates, minimum 58% aluminum oxide and 24% 59

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b. c. d.

ferric oxide.

ACI 544.2 R89, Impact resistance. At seven day, no cracking after 4500 blows.

ASTM C 1202, Chloride Ion Penetrability Results: rating: "Very Low," less than 1,000 coulombs passing.

ASTM C 666/666M, Freeze-Thaw Durability Factor not less than 90%.

B.

Evaporation Retardant: E-CON, by L&M Construction Chemicals, Inc.

C.

Curing Compound: DRESS & SEAL WB 30, by L&M Construction Chemicals, Inc.

D.

Semi-Rigid Joint Filler: JOINT TITE 750, by L&M Construction Chemicals, Inc.

E.

Bonding Agent: Epo Bond by L&M Construction Chemicals, Inc.

F.

Concrete Curing Cover: Transguard 4000 by Reef industries, or Hydracure sheeting, by PNA Construction Technologies, or equal.

PART 3 EXECUTION 3.1

EXAMINATION A.

3.2

3.3

3.4

Verify by examination that surfaces are acceptable to receive the concrete topping. Notify the Architect immediately if surfaces are not acceptable to receive material.

PREPARATION A.

Clean surfaces thoroughly prior to installation.

B.

Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

CONCRETE PLACEMENT A.

Follow ACI 302.1R-96 recommendations for placement for concrete toppings.

B.

Placement Over Plastic Concrete: 1.

Maximum slump of five inches.

2.

Maximum air content of three percent (3 percent).

3.

Do not use set accelerating admixtures, such as calcium chloride.

APPLICATION A.

Over Pre-Set Concrete: The top surface of the concrete shall be scarified and left sound but irregular, exposing the topmost surface of the coarse aggregate with a minimum amplitude of 1/4 inch (6 mm) between peaks and valleys. The bonding agent is prepared by mixing one part by volume Everbond with one part by volume dry Portland cement. The bonding slurry is scrubbed into the surface of the substrate that is saturated surface damp (SSD) no more than 15 minutes before the placement of the concrete topping. Do not allow Everbond slurry mix to dry or puddle.

The saturated surface damp (SSD) condition is best achieved by soaking the substrate for 12 hours and just prior to the placement of concrete topping.

B.

Over Plastic Concrete: Place the concrete and strike off using a vibratory screed. Fill float (bull float) immediately after strike off and before bleed water appears. After concrete bleed water has dissipated, darby or jitterbug surface to produce a mortar bed approximately 1/4 inch (6 mm) thick, measured from the top of the coarse aggregate. Using a tine bow rake, lightly score the 60

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concrete surface at right angles to a depth of approximately 1/8 inch (3 mm). (Caution shall be taken to not disturb coarse aggregate.) Raise the strike-off level of the vibratory screed to the specified final elevation of the concrete floor. The vibratory screed should be operating at approximately 1/4 speed. Place the freshly mixed emery concrete topping on the surface of the concrete immediately ahead of the vibratory screed. Care should be taken not to exceed the screed's capacity. The concrete topping should be approximately 1/8 inch (3 mm) above the bottom of the screed. Strike off the concrete topping with the vibratory screed.

3.5

3.6

3.7

C.

Use finishing machines to compact surface by a third mechanical floating if time and setting characteristics will allow. Use L&M E-CON to reduce plastic shrinkage cracks.

D.

As surface further stiffens, hand or mechanically trowel with raised blades to produce a dense, hard, wearing surface.

CURING A.

Application Over Pre-Set Concrete: Wet cure concrete topping for seven days, covering the slab with concrete curing cover materials or curing blankets. After seven days, remove cover curing, allow to dry and then continue curing with two coats of high solids, ASTM-C-1315 conforming L&M DRESS & SEAL WB 30 curing and sealing compound. Apply second coat immediately after the first coat has dried to touch, at right angles. Allow sealer to dry before opening to traffic.

B.

Application over Plastic Concrete: Cure with two coats of high solids, ASTM-C-1315 conforming L&M DRESS & SEAL WB 30 curing and sealing compound. Apply second coat immediately after the first coat has dried to touch, at right angles. Allow sealer to dry before opening to traffic.

CONTROL JOINTS A.

Saw cut control joints as soon as the surface permits the weight of the saw without causing topping edges to ravel. If the topping is placed over pre-concrete cut the joints through the topping and into the joints of the substrate concrete.

B.

After concrete has fully cured, fill joint wells with JOINT TITE 750, a two-component, polyurea control joint filler, according to manufacturer's recommendations.

PROTECTION A.

Cover floors and keep free of traffic and loads for a minimum of seven days after placement of heavy duty concrete topping END OF SECTION

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SECTION 08 44 13 SECTION 08 44 13 GLAZED ALUMINUM CURTAIN WALLS This suggested guide specification has been developed using the current edition of the Construction Specifications Institute (CSI) “Manual of Practice,” including the recommendations for the CSI 3 Part Section Format and the CSI Page Format. Additionally, the development concept and organizational arrangement of the American Institute of Architects (AIA) MASTERSPEC Program has been recognized in the preparation of this guide specification. Neither CSI nor AIA endorse specific manufacturers and products. The preparation of the guide specification assumes the use of standard con tract documents and forms, including the “Conditions of the Contract,” published by the AIA.

PART 1 – GENERAL 1.01 Summary A. Section Includes: Kawneer Architectural Aluminum Curtain Wall Systems, including perimeter trims, stools, accessories, shims and anchors, and perimeter sealing of curtain wall framing.

1. Types of Kawneer Aluminum Curtain Wall include: a. 1600 Wall System®1 – 2–1/2" x 6" (63.5 x 152.4) or 7–1/2" (63.5 x 190.5), outside glazed pressure plate format.

B.

Related Sections: 1. Division 08 32 13 "Sliding Aluminum-Framed Glass Doors" 2. Division 08 41 13 "Aluminum-Framed Entrances and Storefronts" 3. Division 08 43 13 "Aluminum-Framed Storefronts" 4. Division 08 43 29 "Sliding Storefronts" 5. Division 08 44 33 "Sloped Glazing Assemblies" 6. Division 08 51 13 "Aluminum Windows" 7. Division 08 63 00 "Metal-Framed Skylights" 8. Division 08 70 00 "Hardware" 9. Division 08 80 00 "Glazing" 1.02 References (Industry Standards) 1.03 System Description A. Curtain Wall System Performance Requirements: 1. Wind loads: Provide Curtain Wall system; include anchorage, capable of withstanding wind load design pressures of (____) lbs./sq. ft. or (____)Pa, inward and (____) lbs./sq. ft. or (____)Pa, outward. The design pressures are based on the (____) Building Code; (____) Edition 2. Air Infiltration: The test specimen shall be tested in accordance with ASTM E 283. Air infiltration rate shall not exceed 0.06 cfm/ft2 (0.3 l/s · m2) at a static air pressure differential of 6.24 psf (300 Pa).

3. Water Resistance, (static): The test specimen shall be tested in accordance with ASTM E 331. There shall be no leakage at a static air pressure differential of 12 psf (575 Pa) as defined in AAMA 501.

4. Water Resistance, (dynamic): The test specimen shall be tested in accordance with AAMA 501.1. There shall be no leakage at an air pressure differential of 12 psf (575 Pa) as defined in AAMA 501.

5. Uniform Load: A static air design load of 40 psf (1915 Pa) shall be applied in the positive and negative direction in accordance with ASTM E 330. There shall be no deflection in excess of L/175 of the span of any framing member at design load. At structural test load equal to 1.5 times the specified design load, no glass breakage or permanent set in the framing members in excess of 0.2% of their clear spans shall occur.

6. Seismic: When tested to AAMA 501.4, system must meet design displacement of 0.010 x the story height and ultimate displacement of 1.5 x the design displacement.

7. Thermal Transmittance (U-factor): When tested to AAMA Specification 1503, the thermal transmittance (U-factor) shall not be more than: 0.66 (clear) or Project Specific ( ) BTU/hr/ft2 /°F. per AAMA 507 or ( ) BTU/hr/ft2 /°F. per NFRC 100.

8. Condensation Resistance (CRF): When tested to AAMA Specification 1503, the condensation resistance factor shall not be less than 66frame and 60glass (clear), or Condensation Index (I): when tested to CSA-A440-00, the Condensation Index shall not be less than 68frame and 54glass (clear).

9. Thermal Transmittance (U-factor): When tested to AAMA Specification 1503, the thermal transmittance (U-factor) shall not be more than: 0.43 (HP glass) or Project Specific ( ) BTU/hr/ft2 /°F. per AAMA 507 or ( ) BTU/hr/ft2 /°F. per NFRC 100.

10. Condensation Resistance (CRF): When tested to AAMA Specification 1503, the condensation resistance factor shall not be less than 71frame and 71glass (HP glass).

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1.04

1.05

1.06

1.07

11. Sound Transmission Loss: When tested to ASTM E90 and ASTM E1425, the Sound Transmission Class (STC) and Outdoor/Indoor Transmission Class (OITC) shall not be less than: STC 31 or OITC 26 based upon 1” insulating glass (1/4", 1/2" AS, 1/4"), STC 37 or OITC 30 based upon 1” laminated glass (1/4" laminated, 1/2" AS, 1/4” laminated).

Submittals A. General: Prepare, review, approve, and submit specified submittals in accordance with “Conditions of the Contract” and Submittals Sections. Product data, shop drawings, samples, and similar submittals are defined in “Conditions of the Contract.”

B. Quality Assurance/Control Submittals: 1. Test Reports: Submit certified test reports showing compliance with specified performance characteristics.

Warranty A. Project Warranty: Refer to “Conditions of the Contract” for project warranty provisions.

B. Manufacturer’s Product Warranty: Submit, for Owner’s acceptance, manufacturer’s warranty for curtain wall system as follows: 1. Warranty Period: Two (2) years from Date of Substantial Completion of the project provided however that the Limited Warranty shall begin in no event later than six months from date of shipment by Kawneer.

Quality Assurance A. Qualifications: 1. Installer Qualifications: Installer experienced (as determined by contractor) to perform work of this section who has specialized in the installation of work similar to that required for this project and who is acceptable to product manufacturer.

2. Manufacturer Qualifications: Manufacturer capable of providing structural calculations, applicable independent product test reports, installation instructions, a review of the application method, customer approval and periodic field service representation during construction.

B. Pre-Installation Meetings: Conduct pre-installation meeting to verify project requirements, substrate conditions, manufacturer’s installation instructions, and manufacturer’s warranty requirements.

Delivery, Storage, and Handling A. Ordering: Comply with manufacturer's ordering instructions and lead time requirements to avoid construction delays.

B. Packing, Shipping, Handling, and Unloading: Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact.

C. Storage and Protection: Store materials protected from exposure to harmful weather conditions. Handle material and components to avoid damage. Protect curtain wall material against damage from elements, construction activities, and other hazards before, during and after curtain wall installation.

PART 2 – PRODUCTS 2.01 Manufacturers (Acceptable Manufacturers/Products) A. Acceptable Manufacturers: 1. Address: Kawneer Company, Inc. 555 Guthridge Court, Technology Park/Atlanta, Norcross, GA 30092 Telephone: 770 449 5555 Fax: 770 734 1560 2. Proprietary Product(s)/System(s): Kawneer Aluminum Curtain Wall a. Series: 1600 Wall System®1 b. Finish/Color: (See 2.06 Finishes) B. Alternate (Manufacturers/Products): In lieu of providing below specified base bid/contract manufacturer, provide below specified alternate manufacturers. Refer to Alternates Section.

1. Base Bid/Contract Manufacturer/Product: Kawneer Company, Inc. a. Product: Kawneer Aluminum Curtain Wall b. Series: 1600 Wall System®1 c. Framing Member Profile: 2. Alternate #____ Manufacturer/Product: a. Product: b. Series: c. Framing Member Profile: 3. Alternate # ___ Manufacturer/Product: a. Product: b. Series: c. Framing Member Profile: C. Substitutions: 63

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1.

2.

3.

General: Refer to Substitutions Section for procedures and submission requirements. a. Pre-Contract (Bidding Period) Substitutions: Submit written requests ten (10) days prior to bid date. b. Post-Contract (Construction Period) Substitutions: Submit written request in order to avoid curtain wall installation and construction delays.

Substitution Documentation a. Product Literature and Drawings: Submit product literature and drawings modified to suit specific project requirements and job conditions. b. Certificates: Submit certificate(s) certifying substitute manufacturer (1) attesting to adherence to specification requirements for curtain wall system performance criteria, and (2) has been engaged in the design, manufacturer and fabrication of aluminum curtain wall for a period of not less than ten (10) years. (Company Name) c. Test Reports: Submit test reports verifying compliance with each test requirement for curtain wall required by the project. d. Product Sample and Finish: Submit product sample, representative of curtain wall for the project, with specified finish and color.

Substitution Acceptance: Acceptance will be in written form, either as an addendum or modification, and documented by a formal change order signed by the Owner and Contractor.

2.02 Materials A. Aluminum (Curtain Wall and Components): 1. Material Standard: Extruded Aluminum, ASTM B 221, 6063-T6 alloy and temper.

2. Member Wall Thickness: Each framing member shall have a wall thickness sufficient to meet the specified structural requirements.

3. Tolerances: Reference to tolerances for wall thickness and other cross-sectional dimensions of curtain wall members are nominal and in compliance with AA Aluminum Standards and Data.

2.03 Accessories A. Fasteners: Where exposed, shall be Stainless Steel.

B. Gaskets: Glazing gaskets shall comply with ASTM C 864 and be extruded of a silicone compatible EPDM rubber that provides for silicone adhesion.

C. Perimeter Anchors: Aluminum. When steel anchors are used, provide insulation between steel material and aluminum material to prevent galvanic action.

D. Thermal Barrier: Thermal separator shall be extruded of a silicone compatible elastomer that provides for silicone adhesion.

E. 1600 PowerShade®: An aluminum sunshade consisting of strut anchors and strut arms and three louvers per bay with integral amorphous silicon (photovoltaic or P.V.) panels which produce nominal 45 watts of electrical generation per bay at peak performance.

Optional aluminum panels are also available, if selected, in lieu of the P.V. panels. Strut anchors and strut arms shall be painted (Select from Kawneer’s standard paints and colors. Custom colors are available upon request.). Louvers shall be painted or anodized (Select from Kawneer’s standard paints and colors, custom colors are available upon request, or Kawneer’s anodized finishes.).

F. 1600 SunShadeTM: An aluminum sunshade (consisting of outriggers, louvers, and fascia which may be selected from standard configurations, modified configurations, or customized) that is anchored directly to the vertical curtain wall mullions. Outriggers shall be painted (Select from Kawneer’s standard paints and colors. Custom colors are available upon request.). Louvers and fascia shall be painted or anodized (Select from Kawneer’s standard paints and colors, custom colors are available upon request, or Kawneer’s anodized finishes.).

G. InLighten™ (light shelf): aluminum light shelf system consisting of anchor channels, support beams, fascia trims and Aluminum Composite Material (ACM) panels that is anchored directly to the Curtain Wall intermediate horizontal members.

1. Light shelf location shall be as detailed on the architectural drawings.

Specifier to choose light shelf end treatment as described below: a. “Wall to Wall” light shelf end treatment; recommended for wall to wall applications (with open-end assembly) or b. “End Caps” light shelf end treatment; recommended for punched opening applications (with closed-end assembly).

Specifier to choose light shelf model as described below: 2. Standard designs shall be “Fascia Cap” or “Continuous Panel” models. a. Fascia Cap model: Consists of top and bottom ACM panel surfaces with separate interior extruded aluminum fascia trim as selected from standard profiles, (custom profiles are available on request). b. Continuous Panel model: Consists of a single ACM panel formed to create the overall shelf profile.

3. Light shelf assembly dimensions shall be as follows: a. Overall light shelf assembly nominal thickness shall be 2-1/2” (63.5) b. Overall projection depth shall be as detailed on the architectural drawings, maximum depth is 30" (762). c. ACM panels shall be 3mm or 4mm thick.

4. Anchor channels and fascia trims shall be painted or anodized. a. Select from Kawneer standard paint colors or anodized finishes. b. Custom paint colors are available on request.

5. Aluminum Composite Material (ACM) panels shall be painted. a. Top panel of Fascia Cap model and Continuous Panel model shall be painted white. b. Bottom panel of Fascia Cap model shall be painted as specified.

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2.04 2.05

2.06

2.07

6. Panel Joint Trim for Fascia Cap model.

7. Select color for top and bottom trim: Black, Gray or White.

Related Materials A. Sealants: Refer to Joint Treatment (Sealants) Section.

B. Glass: Refer to Glass and Glazing Section.

Fabrication A. General: 1. Fabricate components per manufacturer's installation instructions and with minimum clearances and shim spacing around perimeter of assembly, yet enabling installation and dynamic movement of perimeter seal.

2. Accurately fit and secure joints and corners. Make joints flush, hairline and weatherproof.

3. Prepare components to receive anchor devices. Fabricate anchors.

4. Arrange fasteners and attachments to conceal from view.

Finishes A. Shop Finishing: 1. Kawneer Permanodic® AA-M12C22A44, AAMA 611, Architectural Class I Color Anodic Coating (Color __________).

2. Kawneer Permanodic® AA-M12C22A41, AAMA 611, Architectural Class I Clear Anodic Coating (Color #14 Clear ) (Optional).

3. Kawneer Permanodic® AA-M12C22A31, AAMA 611, Architectural Class II Clear Anodic Coating (Color #17 Clear ) (Standard).

4. PermafluorTM (70% PVDF), AAMA 2605, Fluoropolymer Coating (Color __________).

5. Kawneer Permadize® (50% PVDF), AAMA 2604, Fluoropolymer Coating (Color __________).

6. Interpon® D2000, AAMA 2604, Powder Coating (Color __________).

7. Other: Manufacturer ____________ Type ____________ (Color __________).

Source Quality Control A. Source Quality: Provide aluminum curtain walls specified herein from a single source.

1. Building Enclosure System: When aluminum curtain wall are part of a building enclosure system, including entrances, entrance hardware, windows, storefront framing and related products, provide building enclosure system products from a single source manufacturer.

PART 3 – EXECUTION 3.01 Examination A. Site Verification of Conditions: Verify substrate conditions (which have been previously installed under other sections) are acceptable for product installation in accordance with manufacturer’s instructions. Verify openings are sized to receive curtain wall system and sill plate is level in accordance with manufacturer’s acceptable tolerances.

1. Field Measurements: Verify actual measurements/openings by field measurements before fabrication; show recorded measurements on shop drawings. Coordinate field measurements, fabrication schedule with construction progress to avoid construction delays.

3.02 Installation A. General: Install curtain wall systems plumb, level, and true to line, without warp or rack of frames with manufacturer’s prescribed tolerances and installation instructions. Provide support and anchor in place.

1. Dissimilar Materials: Provide separation of aluminum materials from sources of corrosion or electrolytic action contact points.

2. Glazing: Glass shall be outside glazed and held in place with extruded aluminum pressure plates anchored to the mullion using stainless steel fasteners spaced no greater than 9" on center.

3. Water Drainage: Each light of glass shall be compartmentalized using joint plugs and silicone sealant to divert water to the horizontal weep locations. Weep holes shall be located in the horizontal pressure plates and covers to divert water to the exterior of the building.

B. Related Products Installation Requirements: 1. Sealants (Perimeter): Refer to Joint Treatment (Sealants) Section.

2. Glass: Refer to Glass and Glazing Section. a. Reference: ANSI Z97.1, CPSC 16 CFR 1201 and GANA Glazing Manual 3.03 Field Quality Control A. Field Tests: Architect shall select curtain wall units to be tested as soon as a representative portion of the project has been installed, glazed, perimeter caulked and cured. Conduct tests for air infiltration and water penetration with manufacturer’s representative present.

Tests not meeting specified performance requirements and units having deficiencies shall be corrected as part of the contract amount.

1. Testing: Testing shall be performed per AAMA 503 by a qualified independent testing agency. Refer to Testing Section for payment of testing and testing requirements. a. Air Infiltration Tests: Conduct tests in accordance with ASTM E 783. Allowable air infiltration shall not exceed 1.5 times the amount indicated in the performance requirements or 0.09 cfm/ft2, which ever is greater.

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b.

Water Infiltration Tests: Conduct tests in accordance with ASTM E 1105. No uncontrolled water leakage is permitted when tested at a static test pressure of two-thirds the specified water penetration pressure but not less than 8 psf (383 Pa).

B. Manufacturer’s Field Services: Upon Owner’s written request, provide periodic site visit by manufacturer’s field service representative.

3.04 Protection and Cleaning A. Protection: Protect installed product’s finish surfaces from damage during construction. Protect aluminum curtain wall system from damage from grinding and polishing compounds, plaster, lime, acid, cement, or other harmful contaminants.

B. Cleaning: Repair or replace damaged installed products. Clean installed products in accordance with manufacturer’s instructions prior to owner’s acceptance. Remove construction debris from project site and legally dispose of debris.

DISCLAIMER STATEMENT This guide specification is intended to be used by a qualified construction specifier. The guide specification is not intended to be verbatim as a project specification without appropriate modifications for the specific use intended. The guide specification must be used and coordinated with the procedures of each design firm, and the particular requirements of a specific construction project.

END OF SECTION 08 44 13

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SECTION 03450

SECTION 03450 - ARCHITECTURAL PRECAST CONCRETE GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

SUMMARY This Section includes the following: Architectural precast concrete cladding and load-bearing units.

Brick-faced, architectural precast concrete units.

Related Sections include the following: Division 3 Section "Cast-in-Place Concrete" for installing connection anchors in concrete.

Division 4 Section "Cast Stone" for wet or dry cast stone facings, trim, and accessories.

Division 4 Section "Unit Masonry Assemblies" for thin brick setting materials and installation after precast concrete panel production.

Division 5 Section "Structural Steel" for furnishing and installing connections attached to structuralsteel framing.

Division 5 Section "Metal Fabrications" for kickers and other miscellaneous steel shapes.

Division 7 Section "Water Repellents" for water-repellent finish treatments.

Division 8 Section "Aluminum Windows" for windows set into architectural precast concrete units.

PERFORMANCE REQUIREMENTS Structural Performance: Provide architectural precast concrete units and connections capable of withstanding the following design loads within limits and under conditions indicated: Loads: As indicated on structural engineer’s document.

Dead Loads: As indicated on structural engineer’s document.

Live Loads: As indicated on structural engineer’s document.

Wind Loads: As indicated on structural engineer’s document.

Seismic Loads: As indicated on structural engineer’s document.

Project Specific Loads As indicated on structural engineer’s document.

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Design framing system and connections to maintain clearances at openings, to allow for fabrication and construction tolerances, to accommodate live-load deflection, shrinkage and creep of primary building structure, and other building movements as follows: Upward and downward movement As indicated on structural engineer’s document.

Revise subparagraph below to suit local conditions. Temperature data are available from National Climatic Data Center, www.ncdc.noaa.gov.

Thermal Movements: Provide for in-plane thermal movements resulting from annual ambient temperature changes of 0 deg F 110 deg F Fire-Resistance Rating:

Select material and minimum thicknesses to 2-hour fire rating.

Vehicular Impact Loads: Design spandrel beams acting as vehicular barriers for passenger cars to resist a single 6000-lb (26.7-kN) service load and 10,000-lb (44.5-kN ultimate load applied horizontally in any direction to the spandrel beam, with anchorages or attachments capable of transferring this load to the structure. Design spandrel beams assuming the load to act at a height of 18 inches (460 mm) above the floor or ramp surface on an area not to exceed 1 sq. ft.

(0.93 sq. m).

SUBMITTALS Product Data: For each type of product indicated.

Design Mixtures: For each precast concrete mixture. Include compressive strength and water-absorption tests.

Shop Drawings: Detail fabrication and installation of architectural precast concrete units. Indicate locations, plans, elevations, dimensions, shapes, and cross sections of each unit. Indicate joints, reveals, and extent and location of each surface finish. Indicate details at building corners.

Indicate separate face and backup mixture locations and thicknesses.

Indicate welded connections by AWS standard symbols. Detail loose and cast-in hardware and connections.

Indicate locations, tolerances, and details of anchorage devices to be embedded in or attached to structure or other construction.

Indicate locations, extent, and treatment of dry joints if two-stage casting is proposed.

Include plans and elevations showing unit location and sequence of erection for special conditions.

Indicate location of each architectural precast concrete unit by same identification mark placed on panel.

Indicate relationship of architectural precast concrete units to adjacent materials.

Indicate locations and details of brick units, including corner units and special shapes, and joint treatment.

Design Modifications: If design modifications are proposed to meet performance requirements and field conditions, submit design calculations and Shop Drawings. Do not adversely affect the 68

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

appearance, durability, or strength of units when modifying details or materials and maintain the general design concept.

Comprehensive engineering analysis signed and sealed by the qualified professional engineer responsible for its preparation. Show governing panel types, connections, and types of reinforcement, including special reinforcement. Indicate location, type, magnitude, and direction of loads imposed on the building structural frame from architectural precast concrete.

Samples: For each type of finish indicated on exposed surfaces of architectural precast concrete units, in sets of 3, illustrating full range of finish, color, and texture variations expected; approximately 12 by 12 by 2 inches (300 by 300 by 50 mm).

When other faces of precast concrete unit are exposed, include Samples illustrating workmanship, color, and texture of backup concrete as well as facing concrete.

Samples for each brick unit required, showing full range of color and texture expected. Include Sample showing color and texture of joint treatment.

Grout Samples for Initial Selection: Color charts consisting of actual sections of grout showing manufacturer's full range of colors.

Grout Samples for Verification: Showing color and texture of joint treatment.

Welding certificates.

Qualification Data: For Installer Material Test Reports: For aggregates.

Material Certificates: For the following items, signed by manufacturers: Cementitious materials.

Reinforcing materials and prestressing tendons.

Admixtures.

Bearing pads.

Structural-steel shapes and hollow structural sections.

Brick units and accessories.

Source quality-control test reports.

Field quality-control test reports.

QUALITY ASSURANCE Installer Qualifications: A precast concrete erector who has retained a "PCI-Certified Field Auditor" to conduct a field audit of a project in same category as this Project before erection of precast concrete and who can produce an Erectors' Post-Audit Declaration.

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Fabricator Qualifications: A firm that assumes responsibility for engineering architectural precast concrete units to comply with performance requirements. This responsibility includes preparation of Shop Drawings and comprehensive engineering analysis by a qualified professional engineer.

Range Samples: After sample panel approval and before fabricating architectural precast concrete units, produce a minimum of 3 sets of samples, approximately 16 sq. ft. (1.5 sq. m) in area, representing anticipated range of each color and texture on Project's units. Following range sample, maintain one set of samples at Project site and remaining sample sets at manufacturer's plant as color and texture approval reference.

Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination."

DELIVERY, STORAGE, AND HANDLING Deliver architectural precast concrete units in such quantities and at such times to limit unloading units temporarily on the ground.

Support units during shipment on nonstaining shock-absorbing material.

Store units with adequate dunnage and bracing and protect units to prevent contact with soil, to prevent staining, and to prevent cracking, distortion, warping or other physical damage.

Place stored units so identification marks are clearly visible, and units can be inspected.

Handle and transport units in a position consistent with their shape and design in order to avoid excessive stresses which would cause cracking or damage.

Lift and support units only at designated points shown on Shop Drawings.

SEQUENCING Furnish loose connection hardware and anchorage items to be embedded in or attached to other construction without delaying the Work. Provide locations, setting diagrams, templates, instructions, and directions, as required, for installation.

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PRODUCTS MANUFACTURERS MOLD MATERIALS Molds: Rigid, dimensionally stable, non-absorptive material, warp and buckle free, that will provide continuous and true precast concrete surfaces within fabrication tolerances indicated; nonreactive with concrete and suitable for producing required finishes.

Mold-Release Agent: Commercially produced liquid-release agent that will not bond with, stain or adversely affect precast concrete surfaces and will not impair subsequent surface or joint treatments of precast concrete.

Form Liners: Units of face design, texture, arrangement, and configuration to match those used for precast concrete design reference sample. Furnish with manufacturer's recommended liquid-release agent that will not bond with, stain, or adversely affect precast concrete surfaces and will not impair subsequent surface or joint treatments of precast concrete.

REINFORCING MATERIALS Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed.

Low-Alloy-Steel Reinforcing Bars: ASTM A 706/A 706M, deformed.

CONCRETE MATERIALS Portland Cement: ASTM C 150, Type I or Type III, gray, unless otherwise indicated.

For surfaces exposed to view in finished structure, mix gray with white cement, of same type, brand, and mill source.

Supplementary Cementitious Materials: Metakaolin Admixture: ASTM C 618, Class N. Normal-Weight Aggregates: Except as modified by PCI MNL 117, ASTM C 33, with coarse aggregates complying with Class 5S. Stockpile fine and coarse aggregates for each type of exposed finish from a single source (pit or quarry) for Project.

Face-Mixture-Coarse Aggregates: Selected, hard, and durable; free of material that reacts with cement or causes staining; to match selected finish sample.

Gradation To match design reference sample.

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Face-Mixture-Fine Aggregates: Selected, natural or manufactured sand of same material as coarse aggregate, unless otherwise approved by Architect.

Water: Potable; free from deleterious material that may affect color stability, setting, or strength of concrete and complying with chemical limits of PCI MNL 117.

Air-Entraining Admixture: ASTM C 260, certified by manufacturer to be compatible with other required admixtures.

Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures and to not contain calcium chloride, or more than 0.15 percent chloride ions or other salts by weight of admixture.

Water-Reducing Admixtures: ASTM C 494/C 494M, Type A. Retarding Admixture: ASTM C 494/C 494M, Type B. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D. Water-Reducing and Accelerating Admixture: ASTM C 494/C 494M, Type E. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017 M. STEEL CONNECTION MATERIALS Carbon-Steel Shapes and Plates: ASTM A 36/A 36M. Carbon-Steel-Headed Studs: ASTM A 108, AISI 1018 through AISI 1020, cold finished, AWS D1.1/D1.1M, Type A or B, with arc shields and with minimum mechanical properties of PCI MNL 117, Table 3.2.3.

Carbon-Steel Plate: ASTM A 283/A 283M. Carbon-Steel Castings: ASTM A 27/A 27M, High-Strength, Low-Alloy Structural Steel: ASTM A 572/A 572M. Carbon-Steel Structural Tubing: ASTM A 500, Grade B. Carbon-Steel Bolts and Studs: ASTM A 307, Grade A; carbon-steel, hex-head bolts and studs; carbon-steel nuts, ASTM A 563; and flat, unhardened steel washers, ASTM F 844.

STAINLESS-STEEL CONNECTION MATERIALS Stainless-Steel Plate: ASTM A 666, Type 304, of grade suitable for application.

Stainless-Steel Bolts and Studs: ASTM F 593, Alloy 304 or 316, hex-head bolts and studs; stainless-steel nuts; and flat, stainless-steel washers.

Lubricate threaded parts of stainless-steel bolts with an antiseize thread lubricant during assembly.

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Stainless-Steel-Headed Studs: ASTM A 276, with minimum mechanical properties of PCI MNL 117, Table 3.2.3.

BEARING PADS Provide one of the following bearing pads for architectural precast concrete units Elastomeric Pads: AASHTO M 251, plain, vulcanized, 100 percent polychloroprene (neoprene) elastomer, molded to size or cut from a molded sheet, Type A durometer hardness of 50 to 70, ASTM D 2240, minimum tensile strength 2250 psi (15.5 MPa), ASTM D 412.

Random-Oriented, Fiber-Reinforced Elastomeric Pads: Preformed, randomly oriented synthetic fibers set in elastomer. Type A durometer hardness of 70 to 90, ASTM D 2240; capable of supporting a compressive stress of 3000 psi (20.7 MPa) with no cracking, splitting, or delaminating in the internal portions of pad. Test one specimen for every 200 pads used in Project.

Cotton-Duck-Fabric-Reinforced Elastomeric Pads: Preformed, horizontally layered cotton-duck fabric bonded to an elastomer; Type A durometer hardness of 80 to 100, ASTM D 2240; complying with AASHTO's "AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications, Division II, Section 18.10.2, or with MIL-C-882E. Frictionless Pads: Tetrafluoroethylene (Teflon), glass-fiber reinforced, bonded to stainless or mildsteel plate, of type required for in-service stress.

High-Density Plastic: Multimonomer, nonleaching, plastic strip.

GROUT MATERIALS Sand-Cement Grout: Portland cement, ASTM C 150, Type I, and clean, natural sand, ASTM C 144, or ASTM C 404. Mix at ratio of 1 part cement to 2-1/2 parts sand, by volume, with minimum water required for placement and hydration.

Epoxy-Resin Grout: Two-component, mineral-filled epoxy resin; ASTM C 881/C 881M, of type, grade, and class to suit requirements.

THIN BRICK UNITS AND ACCESSORIES Thin Brick Units: ASTM C 216, Type FBX or ASTM C 1088, Grade Exterior, Type TBX, [not less than 1/2 inch (13 mm) thick with a tolerance of plus or minus 1/16 inch (1.6 mm), and as follows: Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: Select from first five subparagraphs below for IP face sizes with equivalent metric dimensions or sixth subparagraph for inserting another face size.

Verify availability of sizes.

Surface Coating: Thin brick with colors or textures applied as coatings shall withstand 50 cycles of freezing and thawing; ASTM C 67 with no observable difference in applied finish when viewed 73

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from

10

feet

(3 m).

Face Color and Texture: Match Architect's samples.

Retain subparagraph below, deleting inapplicable descriptions if required.

Back Surface Texture: Scored, combed, wire roughened, ribbed, keybacked, or dovetailed.

Latex-Portland Cement Pointing Grout: ANSI A118.6 and as follows: Dry-grout mixture, factory prepared, of portland cement, graded aggregate, and dry, redispersible, ethylene-vinyl-acetate additive for mixing with water; uniformly colored.

Commercial portland cement grout, factory prepared, with liquid styrene-butadiene rubber or acrylicresin latex additive; uniformly colored.

Colors: [As indicated by manufacturer's designations] [Match Architect's samples] [As selected

by Architect from manufacturer's full range].

CONCRETE MIXTURES Prepare design mixtures for each type of precast concrete required.

Limit use of fly ash and silica fume to 20 percent of portland cement by weight; limit metakaolin and silica fume to 10 percent of portland cement by weight.

Design mixtures may be prepared by a qualified independent testing agency or by qualified precast plant personnel at architectural precast concrete fabricator's option.

Limit water-soluble chloride ions to maximum percentage by weight of cement permitted by ACI 318 (ACI 318M) or PCI MNL 117 when tested according to ASTM C 1218/C 1218M. Compressive Strength (28 Days): 5000 psi (34.5 MPa) minimum.

Maximum Water-Cementitious Materials Ratio: 0.45.

Water Absorption: 6 percent by weight or 14 percent by volume, tested according to PCI MNL 117.

Lightweight Concrete Backup Mixtures: Proportion mixtures by either laboratory trial batch or field test data methods according to ACI 211.2, with materials to be used on Project, to provide lightweight concrete with the following properties: Compressive Strength (28 Days): 5000 psi (34.5 MPa).

Unit Weight: Calculated equilibrium unit weight of 115 lb/cu. ft. (1842 kg/cu. m), plus or minus 3 lb/cu. ft. (48 kg/cu. m), according to ASTM C 567.

Add air-entraining admixture at manufacturer's prescribed rate to result in concrete at point of placement having an air content complying with PCI MNL 117.

When included in design mixtures, add other admixtures to concrete mixtures according to manufacturer's written instructions.

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MOLD FABRICATION Molds: Accurately construct molds, mortar tight, of sufficient strength to withstand pressures due to concrete-placement operations and temperature changes and for prestressing and detensioning operations. Coat contact surfaces of molds with release agent before reinforcement is placed. Avoid contamination of reinforcement and prestressing tendons by release agent.

Place form liners accurately to provide finished surface texture indicated. Provide solid backing and supports to maintain stability of liners during concrete placement. Coat form liner with formrelease agent.

Maintain molds to provide completed architectural precast concrete units of shapes, lines, and dimensions indicated, within fabrication tolerances specified.

Form joints are not permitted on faces exposed to view in the finished work.

Edge and Corner Treatment: Uniformly chamfered.

THIN BRICK FACINGS Place form liner templates accurately to provide grid for thin brick facings. Provide solid backing and supports to maintain stability of liners while placing thin bricks and during concrete placement.

Securely place thin brick units face down into form liner pockets and place concrete backing mixture.

Completely fill joint cavities between thin brick units with sand-cement mortar, and place precast concrete backing mixture while sand-cement mortar is still fluid enough to ensure bond.

Mix and install grout according to ANSI A108.10. Completely fill joint cavities between thin brick units with grout, and compress into place without spreading grout onto faces of thin brick units. Remove excess grout immediately to prevent staining of brick.

Tool joints to a slightly concave shape when pointing grout is thumbprint hard.

Clean faces and joints of brick facing.

FABRICATION Cast-in Anchors, Inserts, Plates, Angles, and Other Anchorage Hardware: Fabricate anchorage hardware with sufficient anchorage and embedment to comply with design requirements. Accurately position for attachment of loose hardware, and secure in place during precasting operations. Locate anchorage hardware where it does not affect position of main reinforcement or concrete placement.

Weld-headed studs and deformed bar anchors used for anchorage according to AWS D1.1/D1.1M and AWS C5.4, "Recommended Practices for Stud Welding."

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Furnish loose hardware items including steel plates, clip angles, seat angles, anchors, dowels, cramps, hangers, and other hardware shapes for securing architectural precast concrete units to supporting and adjacent construction.

Cast-in reglets, slots, holes, and other accessories in architectural precast concrete units as indicated on the Contract Drawings.

Cast-in openings larger than 10 inches (250 mm) in any dimension. Do not drill or cut openings or prestressing strand without Architect's approval.

Reinforcement: Comply with recommendations in PCI MNL 117 for fabricating, placing, and supporting reinforcement.

Clean reinforcement of loose rust and mill scale, earth, and other materials that reduce or destroy the bond with concrete. When damage to epoxy-coated reinforcing exceeds limits specified in ASTM A 775/A 775M, repair with patching material compatible with coating material and epoxy coat bar ends after cutting.

Accurately position, support, and secure reinforcement against displacement during concreteplacement and consolidation operations. Completely conceal support devices to prevent exposure on finished surfaces.

Place reinforcement to maintain at least 3/4-inch (19-mm) minimum coverage. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position while placing concrete.

Direct wire tie ends away from finished, exposed concrete surfaces.

Place reinforcing steel and prestressing strand to maintain at least 3/4-inch (19-mm) minimum concrete cover. Increase cover requirements for reinforcing steel to 1-1/2 inches (38 mm) when units are exposed to corrosive environment or severe exposure conditions. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position while placing concrete.

Direct wire tie ends away from finished, exposed concrete surfaces.

Install welded wire fabric in lengths as long as practicable. Lap adjoining pieces at least one full mesh spacing and wire tie laps, where required by design. Offset laps of adjoining widths to prevent continuous laps in either direction.

Reinforce architectural precast concrete units to resist handling, transportation, and erection stresses.

Delay detensioning or post-tensioning of precast, prestressed architectural concrete units until concrete has reached its indicated minimum design release compressive strength as established by test cylinders cured under same conditions as concrete.

Detension pretensioned tendons either by gradually releasing tensioning jacks or by heat- cutting tendons, using a sequence and pattern to prevent shock or unbalanced loading.

If concrete has been heat cured, detension while concrete is still warm and moist to avoid dimensional changes that may cause cracking or undesirable stresses.

Protect strand ends and anchorages with bituminous, zinc-rich, or epoxy paint to avoid corrosion and possible rust spots.

Comply with requirements in PCI MNL 117 and requirements in this Section for measuring, mixing, transporting, and placing concrete. After concrete batching, no additional water may be added.

Place face mixture to a minimum thickness after consolidation of the greater of 1 inch (25 mm) or 1.5 times the maximum aggregate size, but not less than the minimum reinforcing cover specified.

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Place concrete in a continuous operation to prevent seams or planes of weakness from forming in precast concrete units.

Place backup concrete mixture to ensure bond with face-mixture concrete.

Thoroughly consolidate placed concrete by internal and external vibration without dislocating or damaging reinforcement and built-in items, and minimize pour lines, honeycombing, or entrapped air on surfaces. Use equipment and procedures complying with PCI MNL 117.

Place self-consolidating concrete without vibration according to PCI TR-6, "Interim Guidelines for the Use of Self-Consolidating Concrete in Precast/Prestressed Concrete Institute Member Plants."

Comply with PCI MNL 117 for hot- and cold-weather concrete placement.

Identify pickup points of architectural precast concrete units and orientation in structure with permanent markings, complying with markings indicated on Shop Drawings. Imprint or permanently mark casting date on each architectural precast concrete unit on a surface that will not show in finished structure.

Cure concrete, according to requirements in PCI MNL 117, by moisture retention without heat or by accelerated heat curing using low-pressure live steam or radiant heat and moisture. Cure units until compressive strength is high enough to ensure that stripping does not have an effect on performance or appearance of final product.

Discard and replace architectural precast concrete units that do not comply with requirements, including structural, manufacturing tolerance, and appearance, unless repairs meet requirements in PCI MNL 117 and Architect's approval.

FABRICATION TOLERANCES Fabricate architectural precast concrete units straight and true to size and shape with exposed edges and corners precise and true so each finished panel complies with PCI MNL 117 product tolerances as well as position tolerances for cast-in items.

Fabricate architectural precast concrete units straight and true to size and shape with exposed edges and corners precise and true so each finished panel complies with the following product tolerances: Overall Height and Width of Units, Measured at the Face Exposed to View: As follows: 10 feet (3 m) or under, plus or minus 1/8 inch (3 mm).

10 to 20 feet (3 to 6 m), plus 1/8 inch (3 mm), minus 3/16 inch (5 mm).

20 to 40 feet (6 to 12 m), plus or minus 1/4 inch (6 mm).

Each additional 10 feet (3 m), plus or minus 1/16 inch (1.5 mm).

Overall Height and Width of Units, Measured at the Face Not Exposed to View: As follows: 10 feet (3 m) or under, plus or minus 1/4 inch (6 mm).

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10 to 20 feet (3 to 6 m), plus 1/4 inch (6 mm), minus 3/8 inch (10 mm).

20 to 40 feet (6 to 12 m), plus or minus 3/8 inch (10 mm).

Each additional 10 feet (3 m), plus or minus 1/8 inch (3 mm).

Total Thickness or Flange Thickness: Plus 1/4 inch (6 mm), minus 1/8 inch (3 mm).

Rib Thickness: Plus or minus 1/8 inch (3 mm).

Rib to Edge of Flange: Plus or minus 1/8 inch (3 mm).

Distance between Ribs: Plus or minus 1/8 inch (3 mm).

Variation from Square or Designated Skew (Difference in Length of the Two Diagonal Measurements): Plus or minus 1/8 inch per 72 inches (3 mm per 1830 mm) or 1/2 inch (13 mm) total, whichever is greater.

Length and Width of Block-outs and Openings within One Unit: Plus or minus 1/4 inch (6 mm).

Location and Dimension of Block-outs Hidden from View and Used for HVAC and Utility Penetrations: Plus or minus 3/4 inch (19 mm).

Dimensions of Haunches: Plus or minus 1/4 inch (6 mm).

Haunch Bearing Surface Deviation from Specified Plane: Plus or minus 1/8 inch (3 mm).

Difference in Relative Position of Adjacent Haunch Bearing Surfaces from Specified Relative Position: Plus or minus 1/4 inch (6 mm).

Bowing: Plus or minus L/360, maximum 1 inch (25 mm).

Local Smoothness: 1/4 inch per 10 feet (6 mm per 3 m).

Warping: 1/16 inch per 12 inches (1.5 mm per 300 mm) of distance from nearest adjacent corner.

Tipping and Flushness of Plates: Plus or minus 1/4 inch (6 mm).

Dimensions of Architectural Features and Rustications: Plus or minus 1/8 inch (3 mm).

Position Tolerances: For cast-in items measured from datum line location, as indicated on Shop Drawings.

Weld Plates: Plus or minus 1 inch (25 mm).

Inserts: Plus or minus 1/2 inch (13 mm).

Handling Devices: Plus or minus 3 inches (75 mm).

Reinforcing Steel and Welded Wire Fabric: Plus or minus 1/4 inch (6 mm) where position has structural implications or affects concrete cover; otherwise, plus or minus 1/2 inch (13 mm).

Reinforcing Steel Extending out of Member: Plus or minus 1/2 inch (13 mm) of plan dimensions.

Tendons: Plus or minus 1/4 inch (6 mm), vertical; plus or minus 1 inch (25 mm), horizontal.

Location of Rustication Joints: Plus or minus 1/8 inch (3 mm).

Location of Opening within Panel: Plus or minus 1/4 inch (6 mm).

Location of Flashing Reglets: Plus or minus 1/4 inch (6 mm).

Location of Flashing Reglets at Edge of Panel: Plus or minus 1/8 inch (3 mm).

Reglets for Glazing Gaskets: Plus or minus 1/8 inch (3 mm).

Electrical Outlets, Hose Bibs: Plus or minus 1/2 inch (13 mm).

Location of Bearing Surface from End of Member: Plus or minus 1/4 inch (6 mm).

Allowable Rotation of Plate, Channel Inserts, and Electrical Boxes: 2-degree rotation or 1/4 inch (6 mm) maximum over the full dimension of unit.

Position of Sleeve: Plus or minus 1/2 inch (13 mm).

Location of Window Washer Track or Buttons: Plus or minus 1/8 inch (3 mm).

Brick-Faced Architectural Precast Concrete Units: Restrict the following misalignments to 2 percent of number of bricks in a unit.

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Alignment of Mortar Joints: Jog in Alignment: 1/8 inch (3 mm).

Alignment with Panel Centerline: Plus or minus 1/8 inch (3 mm).

Variation in Width of Exposed Mortar Joints: Plus or minus 1/8 inch (3 mm).

Tipping of Individual Bricks from the Panel Plane of Exposed Brick Surface: Plus 1/16 inch (1.5 mm); minus 1/4 inch (6 mm) less than or equal to depth of form liner joint.

Exposed Brick Surface Parallel to Primary Control Surface of Panel: Plus 1/4 inch (6 mm); minus 1/8 inch (3 mm).

Individual Brick Step in Face from Panel Plane of Exposed Brick Surface: Plus 1/16 inch (1.5 mm); minus 1/4 inch (6 mm) less than or equal to depth of form liner joint.

FINISHES Panel faces shall be free of joint marks, grain, and other obvious defects. Corners, including false joints shall be uniform, straight, and sharp. Finish exposed-face surfaces of architectural precast concrete units to match approved design reference sample and as follows: Design Reference Sample: see sample.

PCI's "Architectural Precast Concrete - Color and Texture Selection Guide," of plate numbers indicated.

As-Cast Surface Finish: Provide surfaces free of pockets, sand streaks, and honeycombs.

Textured-Surface Finish: Impart by form liners or inserts to provide surfaces free of pockets, streaks, and honeycombs, with uniform color and texture.

Bushhammer Finish: Use power or hand tools to remove matrix and fracture coarse aggregates.

Exposed-Aggregate Finish: Use chemical retarding agents applied to concrete forms and washing and brushing procedures to expose aggregate and surrounding matrix surfaces after form removal.

Abrasive-Blast Finish: Use abrasive grit, equipment, application techniques, and cleaning procedures to expose aggregate and surrounding matrix surfaces.

Acid-Etched Finish: Use acid and hot-water solution, equipment, application techniques, and cleaning procedures to expose aggregate and surrounding matrix surfaces. Protect hardware, connections, and insulation from acid attach.

Honed Finish: Use continuous mechanical abrasion with fine grit, followed by filling and rubbing procedures.

Polished Finish: Use continuous mechanical abrasion with fine grit, followed by filling and rubbing procedures.

Sand-Embedment Finish: Use selected stones placed in a sand bed in bottom of mold, with sand removed after curing.

Finish exposed top bottom and back surfaces of architectural precast concrete units to match face-surface finish.

Finish exposed top bottom and back of architectural precast concrete units by smooth, steel-trowel finish.

Finish unexposed surfaces of architectural precast concrete units by float finish.

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SOURCE QUALITY CONTROL Quality-Control Testing: Test and inspect precast concrete according to PCI MNL 117 requirements. If using self-consolidating concrete, also test and inspect according to PCI TR-6, "Interim Guidelines for the Use of Self-Consolidating Concrete in Precast/Prestressed Concrete Institute Member Plants."

Owner will employ an independent testing agency to evaluate architectural precast concrete fabricator's quality-control and testing methods.

Allow Owner's testing agency access to material storage areas, concrete production equipment, concrete placement, and curing facilities. Cooperate with Owner's testing agency and provide samples of materials and concrete mixtures as may be requested for additional testing and evaluation.

Strength of precast concrete units will be considered deficient if units fail to comply with ACI 318 (ACI 318M) requirements for concrete strength.

Testing: If there is evidence that strength of precast concrete units may be deficient or may not comply with ACI 318 (ACI 318M) requirements, precaster will employ an independent testing agency to obtain, prepare, and test cores drilled from hardened concrete to determine compressive strength according to ASTM C 42/C 42M. A minimum of three representative cores will be taken from units of suspect strength, from locations directed by Architect.

Cores will be tested in an air-dry condition.

Strength of concrete for each series of 3 cores will be considered satisfactory if average compressive strength is equal to at least 85 percent of 28-day design compressive strength and no single core is less than 75 percent of 28-day design compressive strength.

Test results will be made in writing on same day that tests are performed, with copies to Architect, Contractor, and precast concrete fabricator. Test reports will include the following: Project identification name and number.

Date when tests were performed.

Name of precast concrete fabricator.

Name of concrete testing agency.

Identification letter, name, and type of precast concrete unit(s) represented by core tests; design compressive strength; type of break; compressive strength at breaks, corrected for length-diameter ratio; and direction of applied load to core in relation to horizontal plane of concrete as placed.

Patching: If core test results are satisfactory and precast concrete units comply with requirements, clean and dampen core holes and solidly fill with precast concrete mixture that has no coarse aggregate, and finish to match adjacent precast concrete surfaces.

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EXECUTION EXAMINATION Examine supporting structural frame or foundation and conditions for compliance with requirements for installation tolerances, true and level bearing surfaces, and other conditions affecting performance.

Proceed with installation only after unsatisfactory conditions have been corrected.

Do not install precast concrete units until supporting cast-in-place building structural framing has attained minimum allowable design compressive strength or supporting steel or other structure is complete.

INSTALLATION Install clips, hangers, bearing pads, and other accessories required for connecting architectural precast concrete units to supporting members and backup materials.

Erect architectural precast concrete level, plumb, and square within specified allowable tolerances. Provide temporary supports and bracing as required to maintain position, stability, and alignment as units are being permanently connected.

Install temporary steel or plastic spacing shims or bearing pads as precast concrete units are being erected. Tack weld steel shims to each other to prevent shims from separating.

Maintain horizontal and vertical joint alignment and uniform joint width as erection progresses.

Remove projecting lifting devices and grout fill voids within recessed lifting devices flush with surface of adjacent precast surfaces when recess is exposed.

Unless otherwise indicated, maintain uniform joint widths of 3/4 inch (19 mm).

Connect architectural precast concrete units in position by bolting, welding, grouting, or as otherwise indicated on Shop Drawings. Remove temporary shims, wedges, and spacers as soon as practical after connecting and grouting are completed.

Do not permit connections to disrupt continuity of roof flashing.

Welding: Comply with applicable AWS D1.1/D1.1M and AWS D1.4 for welding, welding electrodes, appearance, quality of welds, and methods used in correcting welding work.

Protect architectural precast concrete units and bearing pads from damage by field welding or cutting operations, and provide noncombustible shields as required.

Welds not specified shall be continuous fillet welds, using no less than the minimum fillet as specified

by AWS. Clean weld-affected metal surfaces with chipping hammer followed by brushing, and apply a minimum 4.0-mil- (0.1-mm-) thick coat of galvanized repair paint to galvanized surfaces according to ASTM A 780.

Clean weld-affected metal surfaces with chipping hammer followed by brushing, and reprime damaged painted surfaces.

Remove, reweld, or repair incomplete and defective welds.

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At bolted connections, use lock washers, tack welding, or other approved means to prevent loosening of nuts after final adjustment.

Where slotted connections are used, verify bolt position and tightness. For sliding connections, properly secure bolt but allow bolt to move within connection slot. For friction connections, apply specified bolt torque and check 25 percent of bolts at random by calibrated torque wrench.

Grouting Connections: Grout connections where required or indicated. Retain grout in place until hard enough to support itself. Pack spaces with stiff grout material, tamping until voids are completely filled. Place grout to finish smooth, level, and plumb with adjacent concrete surfaces.

Keep grouted joints damp for not less than 24 hours after initial set. Promptly remove grout material from exposed surfaces before it affects finishes or hardens.

ERECTION TOLERANCES Erect architectural precast concrete units level, plumb, square, true, and in alignment without exceeding the noncumulative erection tolerances of PCI MNL 117, Appendix I. Erect architectural precast concrete units level, plumb, square, and true, without exceeding the following noncumulative erection tolerances: Plan Location from Building Grid Datum: Plus or minus 1/2 inch (13 mm).

Plan Location from Centerline of Steel: Plus or minus 1/2 inch (13 mm).

Top Elevation from Nominal Top Elevation: As follows: Exposed Individual Panel: Plus or minus 1/4 inch (6 mm).

Non-Exposed Individual Panel: Plus or minus 1/2 inch (13 mm).

Exposed Panel Relative to Adjacent Panel: 1/4 inch (6 mm).

Non-Exposed Panel Relative to Adjacent Panel: 1/2 inch (13 mm).

Support Elevation from Nominal Support Elevation: As follows: Maximum Low: 1/2 inch (13 mm).

Maximum High: 1/4 inch (6 mm).

Maximum Plumb Variation over the Lesser of Height of Structure or 100 Feet (30 m): 1 inch (25 mm).

Plumb in Any 10 Feet (3 m) of Element Height: 1/4 inch (6 mm).

Maximum Jog in Alignment of Matching Edges: 1/4 inch (6 mm).

Joint Width (Governs over Joint Taper): Plus or minus 1/4 inch (6 mm).

Maximum Joint Taper: 3/8 inch (10 mm).

Joint Taper in 10 Feet (3 m): 1/4 inch (6 mm).

Maximum Jog in Alignment of Matching Faces: 1/4 inch (6 mm).

Differential Bowing or Camber, as Erected, between Adjacent Members of Same Design: 1/4 inch (6 mm).

Opening Height between Spandrels: Plus or minus 1/4 inch (6 mm).

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FIELD QUALITY CONTROL Special Inspections: Engage a qualified special inspector to perform the following special inspections and prepare reports: Erection of precast concrete members.

Testing Agency: Engage a qualified testing agency to perform tests and inspections and prepare test reports.

Field welds will be subject to visual inspections and nondestructive testing according to ASTM E 165 or ASTM E 709. High-strength bolted connections will be subject to inspections.

Testing agency will report test results promptly and in writing to Contractor and Architect.

Repair or remove and replace work where tests and inspections indicate that it does not comply with specified requirements.

Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.

REPAIRS Repair architectural precast concrete units if permitted by Architect. The Architect reserves the right to reject repaired units that do not comply with requirements.

Mix patching materials and repair units so cured patches blend with color, texture, and uniformity of adjacent exposed surfaces and show no apparent line of demarcation between original and repaired work, when viewed in typical daylight illumination from a distance of 20 feet (6 m).

Prepare and repair damaged galvanized coatings with galvanizing repair paint according to ASTM A 780.

Wire brush, clean, and paint damaged prime-painted components with same type of shop primer.

Remove and replace damaged architectural precast concrete units when repairs do not comply with requirements.

CLEANING Clean surfaces of precast concrete units exposed to view.

Clean mortar, plaster, fireproofing, weld slag, and other deleterious material from concrete surfaces and adjacent materials immediately.

Clean exposed surfaces of precast concrete units after erection and completion of joint treatment to remove weld marks, other markings, dirt, and stains.

83

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

Perform cleaning procedures, if necessary, according to precast concrete fabricator's recommendations. Clean soiled precast concrete surfaces with detergent and water, using stiff fiber brushes and sponges, and rinse with clean water. Protect other work from staining or damage due to cleaning operations.

Do not use cleaning materials or processes that could change the appearance of exposed concrete finishes or damage adjacent materials.

END OF SECTION 03450

84

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

COST ESTIMATION PROJECT SUMMARY

Summary of Direct Cost Existing Building Renovation Commercial Interior Finish - Out Commercial Furnishings Residential Parking Structure Roof Top Outdoor Living Space Greenspace TOTAL

GENERAL CONDITIONS SUPERVISON MOBILIZATION SITE SPECIFIC SIGNAGE TEMPORARY TOILETS FIELD OFFICE, INCLUDING JANITORIAL SERVICES/STORAGE TRAILERS TELEPHONE FOR FIELD OFFICE AND STAFF TEMPORARY FENCING TRASH REMOVVAL, INCLUDE DUMPSTERS AND LABOR TEMPORARY BARRICADES FINAL CLEAN SERVICES FIELD SURVEYING EQUIPMENT RENTAL, INCLUDING FUEL REPRODUCTIONS/POSTAGE OFFICE SUPPLIES AND EQUIPMENT SAFETY SUPPLIES/FIRE EXTENGUISHERS FOR CONSTRUCTION DEWATERING VEHICLE EXPENSES, INCLUDING FUEL, MISCELLANEOUS TOOLS TEMPORARY PARKING/LAYDOWN BUILDING WEATGHER PROTECTION/PROTECTION OF MATERIALS GENERAL CONDITIONS TOTAL Project: 4 E. Sheridan, Oklahoma City, Oklahoma

INSURANCE, BOND, PERMIT, DESIGN, CONTINGENCY, FEES BUILDER'S RISK GENERAL LIABILITY INSURANCE BOND COST 85

SUBTOTAL 1,829,616.40 $261,592.25 167,658.98 1,454,857.65 7,108,985.86 115,367.30 42,907.08 10,980,985.52

% OF TOTAL DIRECT COSTS 17% 2% 2% 13% 65% 1% 0% 100%

% OF TOTAL PROJECT COSTS 12.34% 1.76% 1.13% 9.81% 47.96% 0.78% 0.29% 74.08%

SUBTOTAL 387,046.00 11,567.60 2,000.00 4,274.00

% OF TOTAL DIRECT COSTS 47.20% 1.41% 0.24% 0.52%

% OF PROJECT COSTS 2.61% 0.08% 0.01% 0.03%

0.85% 0.37% 0.19% 5.61% 0.18% 3.05% 0.30% 36.59%

0.05% 0.02% 0.01% 0.31% 0.01% 0.17% 0.02% 2.02%

1.05% 0.40%

0.06% 0.02%

6,978.80 3,000.00 1,533.00 45,990.00 1,500.00 25,000.00 2,500.00 300,000.00 8,614.00 3,269.90 10,000.00 5,000.00 1,723.53 819,996.83

1.22% 0.61%

0.07% 0.03%

0.21% 100.00%

0.01% 5.53%

SUBTOTAL 26,440.96 33,051.20 165,255.98

% OF TOTAL DIRECT COSTS 0.87% 1.09% 5.47%

% OF TOTAL PROJECT COST 0.18% 0.22% 1.11%

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

BUILDING PERMIT PLAN CHECK FEE DESIGN FEE CONTINGENCY PRECONSTRUCTION and CONSTRUCTION FEE SUB-TOTAL

GUARANTEED MAXIMUM PRICE

43,852.20

1.45%

0.30%

771,194.57 1,101,706.53 881,365.23 3,022,866.67

25.51% 36.45% 29.16% 100.00%

5.20% 7.43% 5.95% 20.39%

$14,823,849.02

86

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

EXISTING BUILDING RENOVATION DIRECT COST

Existing Building Renovation Direct Cost by Uniformat Level 3 A. Substructure B. Shell B10. Superstructure B1010. Floor Construction B1020. Roof Construction B1030. Stairs B20. Exterior Vertical Enclosures B2010. Exterior Walls B2020. Exterior Windows B2050. Exterior Doors and Grilles B2070. Exterior Louvers and Vents B2080. Exterior Wall Appurtenances B2090. Exterior Wall Specialties B30. Exterior Horizontal Enclosures B3010. Roofing B3020. Roof Appurenances B3040. Traffic Bearing Horizontal Enclosures B3060. Horizontal Openings B3080. Overhead Exterior Enclosures C. Interiors C10. Interior Construction C1010. Interior Partitions C1020. Interior Windows C1030. Interior Doors C1040. Interior Grilles and Gates C1060. Raised Floor Construction C1070. Suspended Ceiling Construction C1090. Interior Specialities C20. Interior Finishes C2010. Wall Finishes C2020. Interior Fabrications C2030. Flooring C2040. Stair Finishes C2050. Ceiling Finishes C2090. Interior Finish Schedules D. Services D10. Conveying D1010. Elevators and Lifts D1030. Horizontal Conveying D1050. Material Handling D1080. Operable Access Systems D20. Plumbing D2010. Domestic Water Distribution 87

SUBTOTAL N/A $ 242,055.00 $ 146,802.00 $ 10,000.00 $ $ 136,802.00 $ 77,440.00 $ 45,440.00 $ 15,000.00 $ 17,000.00 $ 17,813.00 $ 17,813.00 $ 178,426.44 $ 163,435.00 $ 84,750.00 $ 78,685.00 $ 14,991.44 $ 14,991.44 $ 1,523,955.60 $ 205,486.00 $ 205,486.00 $ 98,624.00 $ 48,967.00

% OF TOTAL DIRECT COST N/A 12% 7% 4%

1% 9% 8% 1% 77% 10% 5%

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

D2020. Sanitary Drainage D2030. Building Support Plumbing Systems D2050. General Service Compressed-Air D2060. Process Support Plumbing Systems D30. HVAC D3010. Facility Fuel Systems D3020. Heating Systems D3030. Cooling Systems D3050. Facility HVAC Distribution Systems D3060. Ventilation D3070. Special Purpose HVAC Systems D40. Fire Protection D4010. Fire Supression D4030. Fire Protection Specialities D50. Electrical D5010. Facility Power Generation D5020. Electrical Service and Distribution D5030. General Purpose Electrical Power D5040. Lighting D5080. Misc Electrical Systems D60. Communications D6010. Data Communications D6020. Voice Communications D6030. Audio-Video Communication D6060. Distributed Communications and Monitoring D6090. Communications Supplementary Components D70. Electronic Safety and Security D7010. Access Control and Intrusion Detection D7030. Electronic Surveillance D7050. Detection and Alarm D7070. Electronic Monitoring and Control D7090. Electronic Safety and Security Supplementary Components D80. Integrated Automation D8010. Integrated Automation Facility Controls E. Equipment and Furnishings E10. Equipment E 1010. Vehicle and Pedestrian Equipment E 1030. Commercial Equipment E1040. Institutional Equipment E1060. Residential Equipment E1070. Entertainment and Recreational Equipment E1090. Other Equipment E20. Furnishings E2010. Fixed Furnishings E2050. Moveable Furnishings F. Special Construction and Demolition F10. Special Construction F1010. Integrated Construction F1020. Special Structures 88

$ $

$

$

$ $ $ $ $ $ $ $ $

$

$

$ $

$

$ $

34,657.00 15,000.00 644,103.00 644,103.00 187,229.00 166,229.00 21,000.00 376,513.60 101,725.00 90,124.60 164,664.00 20,000.00 12,000.00 12,000.00 34,864.00 -

33% 9%

19% -

1% -

2% -

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

F1030. Special Function Construction F1050. Special Facility Construction F1060. Athletic and Recreational Special Construction F1080. Special Instrumentation F20. Facility Remediation F2010. Hazardous Materials Remediation F30. Demoliton F3010. Structure Demolition F3030. Selective Demolition F3050. Structure Moving G. Building Sitework G10. Site Preparation G1010. Site Clearing G1020. Site Elements Demolition G1030. Site Elements Relocations G1050. Site Remediation G1070. Site Earthwork G20. Site Improvements G2010. Roadways G2020. Parking Lots G2030. Pedestrian Plazas and Walkways G2040. Airfields G2050. Athletic, Recreational, and Playfield Areas G2060. Site Development G2090. Liquid and Gas Site Utilities Supplementary Components G30. Liquid and Gas Utililities G3010. Water Utilities G3020. Sanitary Sewerage Utilities G3030. Storm Drainage Utilities G3050. Site Energy Distribution G3060. Site Fuel Distribution G3090. Liquid and Gas Site Utilities Supplememtary Components G40. Electrical Site Improvements G4010. Site Electric Distribution Systems G4050. Site Lighting G50. Site Communications G5010. Site Communications Systems G90. Misc. Site Construction G9010. Tunnels Subtotal Location Factor .83 Taxes - 8.75% EXISTING BUILDING RENOVATION TOTAL

$ $ $

$ $

$

$

$

$ $

34,864.00 34,864.00 -

2% -

-

$ 1,979,301.04 $ 1,682,405.88 $ 147,210.51 $1,829,616.40

89

-

100%

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

COMMERCIAL INTERIOR FINISH OUT DIRECT CO ST

SUBTOTAL Commercial Interior Finish Out Direct Cost by Uniformat Level 3 A. Substructure B. Shell C. Interiors C10. Interior Construction C1010. Interior Partitions C1020. Interior Windows C1030. Interior Doors C1040. Interior Grilles and Gates C1060. Raised Floor Construction C1070. Suspended Ceiling Construction C1090. Interior Specialities C20. Interior Finishes C2010. Wall Finishes C2020. Interior Fabrications C2030. Flooring C2040. Stair Finishes C2050. Ceiling Finishes C2090. Interior Finish Schedules D. Services D10. Conveying D1010. Elevators and Lifts D1030. Horizontal Conveying D1050. Material Handling D1080. Operable Access Systems D20. Plumbing D2010. Domestic Water Distribution D2020. Sanitary Drainage D2030. Building Support Plumbing Systems D2050. General Service Compressed-Air D2060. Process Support Plumbing Systems D30. HVAC D3010. Facility Fuel Systems D3020. Heating Systems D3030. Cooling Systems D3050. Facility HVAC Distribution Systems D3060. Ventilation D3070. Special Purpose HVAC Systems D40. Fire Protection D4010. Fire Supression D4030. Fire Protection Specialities D50. Electrical D5010. Facility Power Generation D5020. Electrical Service and Distribution 90

N/A $ 224,623.17 $ 172,320.70 $ 171,911.70 $ 409.00 $ 52,302.47 $ 3,025.80 $ 22,747.55 $ 26,529.12 $ 49,175.00 $ $ $ $ $ -

% OF TOTAL DIRECT COST N/A 78% 59% 18% 17% -

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

D5030. General Purpose Electrical Power D5040. Lighting D5080. Misc Electrical Systems D60. Communications D6010. Data Communications D6020. Voice Communications D6030. Audio-Video Communication D6060. Distributed Communications and Monitoring D6090. Communications Supplementary Components D70. Electronic Safety and Security D7010. Access Control and Intrusion Detection D7030. Electronic Surveillance D7050. Detection and Alarm D7070. Electronic Monitoring and Control D7090. Electronic Safety and Security Supplementary Components D80. Integrated Automation D8010. Integrated Automation Facility Controls E. Equipment and Furnishings E10. Equipment E 1010. Vehicle and Pedestrian Equipment E 1030. Commercial Equipment E1040. Institutional Equipment E1060. Residential Equipment E1070. Entertainment and Recreational Equipment E1090. Other Equipment E20. Furnishings E2010. Fixed Furnishings E2050. Moveable Furnishings F. Special Construction and Demolition F10. Special Construction F1010. Integrated Construction F1020. Special Structures F1030. Special Function Construction F1050. Special Facility Construction F1060. Athletic and Recreational Special Construction F1080. Special Instrumentation F20. Facility Remediation F2010. Hazardous Materials Remediation F30. Demoliton F3010. Structure Demolition F3030. Selective Demolition F3050. Structure Moving G. Building Sitework G10. Site Preparation G1010. Site Clearing G1020. Site Elements Demolition G1030. Site Elements Relocations G1050. Site Remediation G1070. Site Earthwork 91

$ 49,175.00 $ 13,675.00 $ 35,500.00 $ $ 16,014.60 $ $ 16,014.60 $ 16,014.60 $ $ $ $ $ $ -

17% 6% 6% -

-

-

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

G20. Site Improvements G2010. Roadways G2020. Parking Lots G2030. Pedestrian Plazas and Walkways G2040. Airfields G2050. Athletic, Recreational, and Playfield Areas G2060. Site Development G2090. Liquid and Gas Site Utilities Supplementary Components G30. Liquid and Gas Utililities G3010. Water Utilities G3020. Sanitary Sewerage Utilities G3030. Storm Drainage Utilities G3050. Site Energy Distribution G3060. Site Fuel Distribution G3090. Liquid and Gas Site Utilities Supplememtary Components G40. Electrical Site Improvements G4010. Site Electric Distribution Systems G4050. Site Lighting G50. Site Communications G5010. Site Communications Systems G90. Misc. Site Construction G9010. Tunnels Subtotal Location Factor .83 Taxes - 8.75% COMMERCIAL INTERIOR FINISH OUT DIRECT COST

$

-

$

-

$

-

$

-

$

-

$ 289,812.77 $ 240,544.60 $ 21,047.65 $261,592.25

92

-

100%

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

COMMERICAL FURNISHIN GS DIRECT COST

Commerical Furnishings Direct Cost by Uniformat Level 3 A. Substructure B. Shell C. Interiors C10. Interior Construction C1010. Interior Partitions C1020. Interior Windows C1030. Interior Doors C1040. Interior Grilles and Gates C1060. Raised Floor Construction C1070. Suspended Ceiling Construction C1090. Interior Specialities C20. Interior Finishes C2010. Wall Finishes C2020. Interior Fabrications C2030. Flooring C2040. Stair Finishes C2050. Ceiling Finishes C2090. Interior Finish Schedules D. Services D10. Conveying D1010. Elevators and Lifts D1030. Horizontal Conveying D1050. Material Handling D1080. Operable Access Systems D20. Plumbing D2010. Domestic Water Distribution D2020. Sanitary Drainage D2030. Building Support Plumbing Systems D2050. General Service Compressed-Air D2060. Process Support Plumbing Systems D30. HVAC D3010. Facility Fuel Systems D3020. Heating Systems D3030. Cooling Systems D3050. Facility HVAC Distribution Systems D3060. Ventilation D3070. Special Purpose HVAC Systems D40. Fire Protection D4010. Fire Supression D4030. Fire Protection Specialities D50. Electrical D5010. Facility Power Generation D5020. Electrical Service and Distribution 93

SUBTOTAL N/A $ $

% OF TOTAL DIRECT COST N/A

-

$

-

$ $

-

$

-

$

-

$

-

$

-

-

-

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

D5030. General Purpose Electrical Power D5040. Lighting D5080. Misc Electrical Systems D60. Communications D6010. Data Communications D6020. Voice Communications D6030. Audio-Video Communication D6060. Distributed Communications and Monitoring D6090. Communications Supplementary Components D70. Electronic Safety and Security D7010. Access Control and Intrusion Detection D7030. Electronic Surveillance D7050. Detection and Alarm D7070. Electronic Monitoring and Control D7090. Electronic Safety and Security Supplementary Components D80. Integrated Automation D8010. Integrated Automation Facility Controls E. Equipment and Furnishings E10. Equipment E 1010. Vehicle and Pedestrian Equipment E 1030. Commercial Equipment E1040. Institutional Equipment E1060. Residential Equipment E1070. Entertainment and Recreational Equipment E1090. Other Equipment E20. Furnishings E2010. Fixed Furnishings E2050. Moveable Furnishings F. Special Construction and Demolition F10. Special Construction F1010. Integrated Construction F1020. Special Structures F1030. Special Function Construction F1050. Special Facility Construction F1060. Athletic and Recreational Special Construction F1080. Special Instrumentation F20. Facility Remediation F2010. Hazardous Materials Remediation F30. Demoliton F3010. Structure Demolition F3030. Selective Demolition F3050. Structure Moving G. Building Sitework G10. Site Preparation G1010. Site Clearing G1020. Site Elements Demolition G1030. Site Elements Relocations G1050. Site Remediation G1070. Site Earthwork 94

$

-

$ 185,746.00 $ $ 185,746.00 $ 9,000.00 $ 176,746.00 $ $ $ $ $ $ -

-

$

100% 100%

-

-

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

G20. Site Improvements G2010. Roadways G2020. Parking Lots G2030. Pedestrian Plazas and Walkways G2040. Airfields G2050. Athletic, Recreational, and Playfield Areas G2060. Site Development G2090. Liquid and Gas Site Utilities Supplementary Components G30. Liquid and Gas Utililities G3010. Water Utilities G3020. Sanitary Sewerage Utilities G3030. Storm Drainage Utilities G3050. Site Energy Distribution G3060. Site Fuel Distribution G3090. Liquid and Gas Site Utilities Supplememtary Components G40. Electrical Site Improvements G4010. Site Electric Distribution Systems G4050. Site Lighting G50. Site Communications G5010. Site Communications Systems G90. Misc. Site Construction G9010. Tunnels Subtotal Location Factor .83 Taxes - 8.75% COMMERCIAL INTERIOR FINISH OUT TOTAL

$

-

$

-

$

-

$

-

$

-

$ 185,746.00 $ 154,169.18 $ 13,489.80 $167,658.98

95

-

100%

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

RESIDENTIAL DIRECT C OST

Residential Direct Cost by Uniformat Level 3 A. Substructure B. Shell C. Interiors C10. Interior Construction C1010. Interior Partitions C1020. Interior Windows C1030. Interior Doors C1040. Interior Grilles and Gates C1060. Raised Floor Construction C1070. Suspended Ceiling Construction C1090. Interior Specialities C20. Interior Finishes C2010. Wall Finishes C2020. Interior Fabrications C2030. Flooring C2040. Stair Finishes C2050. Ceiling Finishes C2090. Interior Finish Schedules D. Services D10. Conveying D1010. Elevators and Lifts D1030. Horizontal Conveying D1050. Material Handling D1080. Operable Access Systems D20. Plumbing D2010. Domestic Water Distribution D2020. Sanitary Drainage D2030. Building Support Plumbing Systems D2050. General Service Compressed-Air D2060. Process Support Plumbing Systems D30. HVAC D3010. Facility Fuel Systems D3020. Heating Systems D3030. Cooling Systems D3050. Facility HVAC Distribution Systems D3060. Ventilation D3070. Special Purpose HVAC Systems D40. Fire Protection D4010. Fire Supression D4030. Fire Protection Specialities D50. Electrical D5010. Facility Power Generation D5020. Electrical Service and Distribution

SUBTOTAL N/A $ 292,789.25 $ 158,165.35 $ 52,857.85 $ 40,000.00 $ 65,307.50 $ 134,623.90 $ 14,856.00 $ 53,947.10 $ 65,820.80 $ 659,525.00 $ $ 97,500.00 $ 82,500.00 $ 15,000.00 $ 7,800.00 $ 7,800.00 $ $ 250,000.00 -

96

% OF TOTAL DIRECT COST N/A 18% 10%

8% 41% 6% 0% 16% -

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

D5030. General Purpose Electrical Power D5040. Lighting D5080. Misc Electrical Systems D60. Communications D6010. Data Communications D6020. Voice Communications D6030. Audio-Video Communication D6060. Distributed Communications and Monitoring D6090. Communications Supplementary Components D70. Electronic Safety and Security D7010. Access Control and Intrusion Detection D7030. Electronic Surveillance D7050. Detection and Alarm D7070. Electronic Monitoring and Control D7090. Electronic Safety and Security Supplementary Components D80. Integrated Automation D8010. Integrated Automation Facility Controls E. Equipment and Furnishings E10. Equipment E 1010. Vehicle and Pedestrian Equipment E 1030. Commercial Equipment E1040. Institutional Equipment E1060. Residential Equipment E1070. Entertainment and Recreational Equipment E1090. Other Equipment E20. Furnishings E2010. Fixed Furnishings E2050. Moveable Furnishings F. Special Construction and Demolition F10. Special Construction F1010. Integrated Construction F1020. Special Structures F1030. Special Function Construction F1050. Special Facility Construction F1060. Athletic and Recreational Special Construction F1080. Special Instrumentation F20. Facility Remediation F2010. Hazardous Materials Remediation F30. Demoliton F3010. Structure Demolition F3030. Selective Demolition F3050. Structure Moving G. Building Sitework G10. Site Preparation G1010. Site Clearing G1020. Site Elements Demolition G1030. Site Elements Relocations G1050. Site Remediation G1070. Site Earthwork 97

$

250,000.00

$ 283,250.00 $ 123,875.00 $ 123,875.00 $ 35,500.00 $ 20,975.00 $ 20,975.00 $ 659,493.15 $ $ 659,493.15 $ 659,493.15 $ $ $ $ $ $ -

-

18%

1% 41% 41% -

-

-

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

G20. Site Improvements G2010. Roadways G2020. Parking Lots G2030. Pedestrian Plazas and Walkways G2040. Airfields G2050. Athletic, Recreational, and Playfield Areas G2060. Site Development G2090. Liquid and Gas Site Utilities Supplementary Components G30. Liquid and Gas Utililities G3010. Water Utilities G3020. Sanitary Sewerage Utilities G3030. Storm Drainage Utilities G3050. Site Energy Distribution G3060. Site Fuel Distribution G3090. Liquid and Gas Site Utilities Supplememtary Components G40. Electrical Site Improvements G4010. Site Electric Distribution Systems G4050. Site Lighting G50. Site Communications G5010. Site Communications Systems G90. Misc. Site Construction G9010. Tunnels Subtotal Location Factor .83 Taxes - 8.75% TOTAL RESIDENTIAL DIRECT COST COST PER RESIDENTIAL SQUARE FOOT

$

-

$

-

$

-

-

-

$ 1,611,807.40 $ 1,337,800.14 $ 117,057.51 $ 1,454,857.65 $ 100.91

98

-

100%

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

PARKING STRUCTURE DI RECT COST

Parking Strucutre Direct Cost by Uniformat Level 2 A Substructure A10 Foundations A20 Subgrade Enclosures A40 Slab on Grade A60 Water and Gas Mitigation A90 Substructure Related Activities B Shell B10 Superstructure B20 Exterior Vertical Enclosures B30 Exterior Horizontal Enclosures C Interiors C10 Interior Construction C20 Interior Finishes D Services D10 Conveying D20 Plumbing D30 HVAC D40 Fire Protection D50 Electrical D60 Communications D70 Electronic Safety & Security D80 Integrated Automation E Equipment & Furnishings E10 Equipment E20 Furnishings F Special Construction & Demolition F10 Special Construction F20 Facility Remediation F30 Demolition G Sitework G10 Site Preparation G20 Site Improvements G30 Liquid & Gas Site Utilities G40 Electrical Site Improvements G50 Site Communications G60 Miscellaneous Site Construction

SUBTOTAL $ 172,584.64 $ 31,240.00 $ 141,344.64 $ 5,065,947.00 $ 2,920,630.00 $ 2,138,560.00 $ 6,757.00 $ 48,480.00 $ 39,200.00 $ 9,280.00 $ 2,541,642.25 $ 354,600.00 $ 29,594.00 $ 376,020.00 $ 789,256.00 $ 896,447.25 $ 47,862.50 $ 47,862.50 $ 11,825.00 $ 11,825.00 $ $ 35,393.00 $ 31,061.04 $ 4,331.96 -

Subtotal LOCATION FACTOR .83 Taxes - 8.75% TOTAL PARKING STRUCTURE DIRECT COST COST PER PARKING SPACE

$ 7,875,871.89 $ 6,536,973.67 $ 571,985.20 $ 7,108,958.86 $ 23,461.91

99

% OF TOTAL DIRECT COST 2.19% 0.40% 1.79% 64.32% 37.08% 27.15% 0.09% 0.62% 0.50% 0.12% 32.27% 4.50% 0.38% 4.77% 10.02% 11.38% 0.61% 0.61% 0.15% 0.15% 0.00% 0.45% 0.39% 0.06% 100.00%

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

ROOF TOP OUTDOOR LIVING SPACE DIRECT COST

Roof Top Outdoor Living Space Direct Cost by Uniformat by Level 3 A. Substructure B. Shell B10. Superstructure B1010. Floor Construction B1020. Roof Construction B1030. Stairs B20. Exterior Vertical Enclosures B2010. Exterior Walls B2020. Exterior Windows B2050. Exterior Doors and Grilles B2070. Exterior Louvers and Vents B2080. Exterior Wall Appurtenances B2090. Exterior Wall Specialties B30. Exterior Horizontal Enclosures B3010. Roofing B3020. Roof Appurenances B3040. Traffic Bearing Horizontal Enclosures B3060. Horizontal Openings B3080. Overhead Exterior Enclosures C. Interiors C10. Interior Construction C1010. Interior Partitions C1020. Interior Windows C1030. Interior Doors C1040. Interior Grilles and Gates C1060. Raised Floor Construction C1070. Suspended Ceiling Construction C1090. Interior Specialities C20. Interior Finishes C2010. Wall Finishes C2020. Interior Fabrications C2030. Flooring C2040. Stair Finishes C2050. Ceiling Finishes C2090. Interior Finish Schedules D. Services D10. Conveying D1010. Elevators and Lifts D1030. Horizontal Conveying D1050. Material Handling D1080. Operable Access Systems D20. Plumbing D2010. Domestic Water Distribution 100

SUBTOTAL N/A $ 124,803.10 $ $ $ 124,803.10 $ 124,803.10 $ $ $ $ $ $ -

% OF TOTAL DIRECT COST N/A 98% 98% -

-

-

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

D2020. Sanitary Drainage D2030. Building Support Plumbing Systems D2050. General Service Compressed-Air D2060. Process Support Plumbing Systems D30. HVAC D3010. Facility Fuel Systems D3020. Heating Systems D3030. Cooling Systems D3050. Facility HVAC Distribution Systems D3060. Ventilation D3070. Special Purpose HVAC Systems D40. Fire Protection D4010. Fire Supression D4030. Fire Protection Specialities D50. Electrical D5010. Facility Power Generation D5020. Electrical Service and Distribution D5030. General Purpose Electrical Power D5040. Lighting D5080. Misc Electrical Systems D60. Communications D6010. Data Communications D6020. Voice Communications D6030. Audio-Video Communication D6060. Distributed Communications and Monitoring D6090. Communications Supplementary Components D70. Electronic Safety and Security D7010. Access Control and Intrusion Detection D7030. Electronic Surveillance D7050. Detection and Alarm D7070. Electronic Monitoring and Control D7090. Electronic Safety and Security Supplementary Components D80. Integrated Automation D8010. Integrated Automation Facility Controls E. Equipment and Furnishings E10. Equipment E 1010. Vehicle and Pedestrian Equipment E 1030. Commercial Equipment E1040. Institutional Equipment E1060. Residential Equipment E1070. Entertainment and Recreational Equipment E1090. Other Equipment E20. Furnishings E2010. Fixed Furnishings E2050. Moveable Furnishings F. Special Construction and Demolition F10. Special Construction F1010. Integrated Construction F1020. Special Structures 101

$

-

$

-

$

-

$

-

$

-

$ $ $

$ $ $ $

3,010.00 3,010.00 3,010.00 -

2% 2% -

-

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

F1030. Special Function Construction F1050. Special Facility Construction F1060. Athletic and Recreational Special Construction F1080. Special Instrumentation F20. Facility Remediation F2010. Hazardous Materials Remediation F30. Demoliton F3010. Structure Demolition F3030. Selective Demolition F3050. Structure Moving G. Building Sitework G10. Site Preparation G1010. Site Clearing G1020. Site Elements Demolition G1030. Site Elements Relocations G1050. Site Remediation G1070. Site Earthwork G20. Site Improvements G2010. Roadways G2020. Parking Lots G2030. Pedestrian Plazas and Walkways G2040. Airfields G2050. Athletic, Recreational, and Playfield Areas G2060. Site Development G2090. Liquid and Gas Site Utilities Supplementary Components G30. Liquid and Gas Utililities G3010. Water Utilities G3020. Sanitary Sewerage Utilities G3030. Storm Drainage Utilities G3050. Site Energy Distribution G3060. Site Fuel Distribution G3090. Liquid and Gas Site Utilities Supplememtary Components G40. Electrical Site Improvements G4010. Site Electric Distribution Systems G4050. Site Lighting G50. Site Communications G5010. Site Communications Systems G90. Misc. Site Construction G9010. Tunnels Subtotal Location Factor .83 Taxes - 8.75% TOTAL ROOF TOP DIRECT COST

$

-

$

-

$ $

-

$

-

$

-

$

-

$

-

$

-

$ 127,813.10 $ 106,084.87 $ 9,282.43 $115,367.30

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-

100%

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

GREENSPACE DIRECT CO ST

Greenspace Direct Cost by Uniformat by Level 3 A. Substructure B. Shell B10. Superstructure B1010. Floor Construction B1020. Roof Construction B1030. Stairs B20. Exterior Vertical Enclosures B2010. Exterior Walls B2020. Exterior Windows B2050. Exterior Doors and Grilles B2070. Exterior Louvers and Vents B2080. Exterior Wall Appurtenances B2090. Exterior Wall Specialties B30. Exterior Horizontal Enclosures B3010. Roofing B3020. Roof Appurenances B3040. Traffic Bearing Horizontal Enclosures B3060. Horizontal Openings B3080. Overhead Exterior Enclosures C. Interiors C10. Interior Construction C1010. Interior Partitions C1020. Interior Windows C1030. Interior Doors C1040. Interior Grilles and Gates C1060. Raised Floor Construction C1070. Suspended Ceiling Construction C1090. Interior Specialities C20. Interior Finishes C2010. Wall Finishes C2020. Interior Fabrications C2030. Flooring C2040. Stair Finishes C2050. Ceiling Finishes C2090. Interior Finish Schedules D. Services D10. Conveying D1010. Elevators and Lifts D1030. Horizontal Conveying D1050. Material Handling D1080. Operable Access Systems D20. Plumbing 103

SUBTOTAL N/A $ 7,246.30 $ 7,246.30 $ 7,246.30 $ $ $ $ $ $ $ $ -

% OF TOTAL DIRECT COST N/A 15% 15% -

-

-

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

D2010. Domestic Water Distribution D2020. Sanitary Drainage D2030. Building Support Plumbing Systems D2050. General Service Compressed-Air D2060. Process Support Plumbing Systems D30. HVAC D3010. Facility Fuel Systems D3020. Heating Systems D3030. Cooling Systems D3050. Facility HVAC Distribution Systems D3060. Ventilation D3070. Special Purpose HVAC Systems D40. Fire Protection D4010. Fire Supression D4030. Fire Protection Specialities D50. Electrical D5010. Facility Power Generation D5020. Electrical Service and Distribution D5030. General Purpose Electrical Power D5040. Lighting D5080. Misc Electrical Systems D60. Communications D6010. Data Communications D6020. Voice Communications D6030. Audio-Video Communication D6060. Distributed Communications and Monitoring D6090. Communications Supplementary Components D70. Electronic Safety and Security D7010. Access Control and Intrusion Detection D7030. Electronic Surveillance D7050. Detection and Alarm D7070. Electronic Monitoring and Control D7090. Electronic Safety and Security Supplementary Components D80. Integrated Automation D8010. Integrated Automation Facility Controls E. Equipment and Furnishings E10. Equipment E 1010. Vehicle and Pedestrian Equipment E 1030. Commercial Equipment E1040. Institutional Equipment E1060. Residential Equipment E1070. Entertainment and Recreational Equipment E1090. Other Equipment E20. Furnishings E2010. Fixed Furnishings E2050. Moveable Furnishings F. Special Construction and Demolition F10. Special Construction 104

$

-

$

-

$

-

$

-

$

-

$

-

$ $

-

$

-

$ $

-

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

F1010. Integrated Construction F1020. Special Structures F1030. Special Function Construction F1050. Special Facility Construction F1060. Athletic and Recreational Special Construction F1080. Special Instrumentation F20. Facility Remediation F2010. Hazardous Materials Remediation F30. Demoliton F3010. Structure Demolition F3030. Selective Demolition F3050. Structure Moving G. Building Sitework G10. Site Preparation G1010. Site Clearing G1020. Site Elements Demolition G1030. Site Elements Relocations G1050. Site Remediation G1070. Site Earthwork G20. Site Improvements G2010. Roadways G2020. Parking Lots G2030. Pedestrian Plazas and Walkways G2040. Airfields G2050. Athletic, Recreational, and Playfield Areas G2060. Site Development G2090. Liquid and Gas Site Utilities Supplementary Components G30. Liquid and Gas Utililities G3010. Water Utilities G3020. Sanitary Sewerage Utilities G3030. Storm Drainage Utilities G3050. Site Energy Distribution G3060. Site Fuel Distribution G3090. Liquid and Gas Site Utilities Supplememtary Components G40. Electrical Site Improvements G4010. Site Electric Distribution Systems G4050. Site Lighting G50. Site Communications G5010. Site Communications Systems G90. Misc. Site Construction G9010. Tunnels Subtotal Location Factor .83 Taxes - 8.75% TOTAL GREENSPACE DIRECT COST

$

-

$

$ $

$

$ $

$

$ $

$ $ $

-

40,289.59 40,289.59 40,289.59 -

85% -

47,535.89 39,454.79 3,452.29 $42,907.08

105

85%

100%

PROPOSAL FOR DESIGN -BUILD SERVICES FOR T HE ADAPTIVE REUSE OF EXISTING BUILDING AND NEW CON STRUCT OKLAHOMA

PROJECT SCHEDULE SEE FOLD-OUT ON NEXT PAGE

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QUALITY ASSURANCE/QUALITY CONTROL PLAN SECTION 1 INTRODUCTION & PURPO SE The Quality Assurance/Quality Control Plan is a written document prepared by the Chupacabra Group. Its purpose is to provide guidance and measures to be employed to ensure that the office building and parking garage are completed in a safe manner that is consistent with project goals. Given the scope and complexity of this project, it is important that Site authority and practices are clearly defined and that the practices and quality control methods are implemented consistently. This QA/QC Plan is intended to identify Site controls/authority, general procedures such as document/data control, and activity-specific controls and verification procedures. This document should be used and referred to by all parties within the projects entirety, and will be enforced by the Chupacabra Group. When using this QA/QC plan it is important that one clearly understands the difference between the two. Below they will be clearly defined and expanded on further.

Quality Assurance refers to the certainty that products and services meet the requirements of quality for JE Dunn and ADG. The main objective of quality assurance is to continually improve the total delivery process in order to enhance quality, productivity, and customer satisfaction. Essentially, quality assurance describes the process of enforcing quality control standards. When quality assurance is well-implemented, progressive improvement in terms of both reducing errors and omissions and increasing product usability and performance should be noted. Quality assurance describes the process behind the actual enforcement that will be implemented on the 4 E. Sheridan Project.

Quality Control is a system for verifying and maintaining a desired level of quality in an existing product or service by careful planning, use of proper equipment, continued inspection, and corrective action as required. For this project it is the actual implementation and execution of this process. It requires inspections, analysis and action required to ensure the quality of output. The Chupacabra Group will monitor the work as to make sure we continue with a high level of output.

1.1 OBJECTIVES The main objective of the Chupacabra Group is to maintain the quality throughout the preconstruction and construction process. Upon completion, preconstruction will consist of a detailed set of construction documents that will contain: 100% complete level plans and specifications, 100% complete Revit model of the office building, Bid Package Development, Milestone Schedule, Constructability Review, Project Estimate Uniformat Level 5, Risk Analysis and Mitigation Plan, Site Logistics and a Complete Construction Schedule. The construction will result in a mixed use building and parking garage that fulfills the requirements set by JE Dunn and ADG in terms of quality and functionality.

A very important part of quality control between the architect, engineer and the contractor is to leave a documented project file that should be a by-product of the quality control process. This document should be used daily for any information and communication between parties, in order to increase the efficiency of the project. The company as a whole should be able to substantiate its position from properly documented project files if any legal, social or procedural issues arise regarding the project. This manual is intended to be a living document which will be reviewed and updated

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periodically to ensure compliance with changes to plans preparation requirements, processes and organizational structure.

SECTION 2 PROJECT DESCRIPTION JE Dunn and ADG plan on renovating the existing building at 4 E. Sheridan Oklahoma City, Oklahoma and also constructing a new parking garage on top of the existing parking lot to the east. The second floor which is comprised of about 7,100 SF will be used as office space for JE Dunn. The third and fourth floors will be residential condominiums, and the rooftop will be developed into an outdoor living area for all tenants to enjoy. Another feature to this project is the green space between the parking structure and the existing building. The private green space is another place that tenants will be able to enjoy while still being right in the heart of downtown Oklahoma City.

The parking garage will hold 303 parking spaces to be used for retail parking as well as accommodate parking for tenants and visitors to the building. The first floor of the parking garage will be used for retail space.

SECTION 3 POSITIONS & RESPONSI BILITIES PATRICK HENNING ACTING PROJECT MANAGER The professional in the field responsible for planning, scheduling, and execution of the project. They are accountable for ensuring that all individuals involved with the work clearly understand and execute their scope of work. It is important that the project manager understands the roles of all other team members, employees at the Chupacabra Group and other contractors involved. Patrick is responsible at the highest level for managing communication, project risk, schedule, budget, and conflicts.

JAMES DUKE ACTING PROJECT ARCHITECT A professional responsible for overseeing the design and technical development of projects, exercising independent judgment on particular parts of projects; in the role of project architect James is responsible for the coordinating work between the architects and interior designers on the team and coordinating with the project manager on budgeting and schedule issues related to all structural renovation work. James is also responsible for preparing measured drawings of the existing building, planning structural renovations and updates, planning exterior renovations including the roof deck, and final sheet checks.

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JESSICA UNDERWOOD ACTING ASSOCIATE ARCHITECT A professional responsible for the design and technical development of projects, exercising independent judgment on particular parts of projects. On this project, Jessica is responsible for the conceptual design of the new parking structure and coordinating with the project manager on budgeting and schedule issues related to the parking structure.

ANNIE KIENTZ ACTING ASSOCIATE ARCHITECT A professional responsible for the design and technical development of projects, exercising independent judgment on particular parts of projects. On this project, Annie is responsible for the conceptual design of outdoor spaces, mechanical systems planning, and sheet checking.

LAUREN DOONE Interior Design Position 1 - This position is responsible for Residential design. They design and specify all of the elements pertaining to Levels 3 and 4 in the project scope. This is included, but not limited to; initial spatial planning, block planning, precedents, lighting evaluation and calculations, reflected ceiling plan in correlation with HVAC systems, perspective views, and print-board layouts.

JAMIE THOMAS Interior Design Position 2 - This position is responsible for Institutional and Corporate design. They design and specify all of the elements pertaining to Level 2 in the project scope. This is included, but not limited to; initial spatial planning, block planning, precedents, lighting evaluation and calculations, reflected ceiling plan in correlation with HVAC systems, perspective views, and print-board layouts. Jamie was also responsible for coordinating with the project manager on budgeting and schedule issues related to all interior design initiatives.

SECTION 4 QUALITY ASSURANCE RE QUIREMENTS The quality assurance requirements help to address the primary areas of focus. Along with completing the project correctly, safety is the primary focus for the Chupacabra Group.

The primary areas of focus during preconstruction should be OSHA requirements, building codes, design and scope changes as well as providing an accurate estimation and schedule. The more issues that are found and also taken care of prior to construction, the greater the outcome will be for the 4 E. Sheridan Project.

During actual construction the field and office staff will have to coordinate internally on how to ensure that the correct work is being completed. With the use of as-built drawings, daily, weekly and monthly reports, mock-ups, as well as Owner, Architect and Contractor meetings this will help make sure that all parties are on the same page and not missing anything.

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To maintain the expected level of safety the construction team shall address and implement a risk analysis and mitigation plan. The jobsite staff will provide and strictly enforce all measures that are pertinent to safety as required by the Chupacabra group. A few things that will be included in these plans are a job hazard analysis (JHA), weekly tool box talks, and all of the proper signage around the jobsite. When a subcontractor is commissioned on for work on any Chupacabra project they will first need to schedule a preconstruction meeting with any of the field staff two weeks prior to any work that needs to be done. The JHA will need to be completed before any activity may be started and also a field staff member needs to be aware of the possible risks that may occur as well as ways to avoid such risks. A weekly toolbox talk will be given every Tuesday morning before any work activities are to begin to all subcontractors who will be performing work this day. These talks are to inform all the workers of possible hazards to watch out for on the jobsite as well as many other topics about construction methods and safety.

SECTION 5 QUALITY CONTROL REVIEWS During the preconstruction phase of the project the architect and contractor will meet to discuss the QA/QC plan and foresee any upcoming obstacles that may occur. If they catch them in time it will keep the project on schedule without any hiccups or delays that can be costly to the project.

Site walks will be another way to review quality control during the project. It will be required that during the duration of the project construction schedule the field staff as well as the architect and QA/QC manager have bi monthly walks.

This will help keep everyone accountable and have a checks and balances system.

Lastly the submittal review along with shop drawings by the project team will be required during the project to ensure the level of quality is to standards and material being used and the methods being implemented to construct are all acceptable.

SECTION 6 PROJECT QUALITY CONTROL REQUIREMENTS All methods described below will serve as the Project Quality Assurance/Quality Control Plan for the 4 E. Sheridan project.

Quality Assurance/Quality Control Updates- for the entire length of the project the QA/QC manager will have a monthly update. This update will be seen by the owner, architect, and project manager. This document will be an assessment of the current activities and also act as a tool to notify the owner of changes that have been made.

Mockups - Mockups will be provided in full size physical assemblies that will be located on-site.

The different mockups constructed to demonstrate and verify work to be completed. They will demonstrate the aesthetic effects, where necessary the quality of the materials and the execution of the work, to show interface in between varying materials, and to approve of specified tolerances.

Product Requirement- If the contractor is given the option of selecting between two or more products for use on 4 E. Sheridan project, select product compatible with products previously agreed upon, even if previously selected products we also options. These selections must properly be approved.

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REFERENCE DOCUMENTS The Quality Assurance/Quality Control Plan is based upon JE Dunn’s and ADG Request for Proposal issued on January 12, 2015. Through this RFP, our Design-Build team worked together to create a set of design documents, and through these documents we created this plan.

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PROJECT NARRATIVE The Chupacabra Group approached this project as an integrative team working towards a central design concept of connections. Consisting of three architects, two interior designers, and a construction manager, our design-build team worked together during the entire process. From the beginning, conceptual designs were explored and developed by various members of the team, while being regularly checked for feasibility. With everyone working on several overlapping pieces of the project at the same time, a cohesive idea developed organically, changing and adapting as necessary in response to other parts of the design.

The central concept behind the design emphasizes connections, connections with the neighborhood, with people, and with the past. The existing building in Bricktown is situated in a vibrant area along with other businesses and restaurants, providing a programmatic and contextual connection to the neighborhood. Building a parking garage on the site also links it to the surrounding area; a skybridge allows residents to cross directly from the garage to their condos. Within the second floor office of JE Dunn, collaboration areas facilitate increased communication with clients and cooperation among the team members. Highlighting existing construction and mechanical elements on the renovated building, our team incorporated them into the current design and continued to include operable mechanical components throughout.

112