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Schematic Design Submission 06 September 2008 KSS Project 21178

SUNY – Cortland Studio West Addition and Alterations Cortland, New York

Mechanical. Plumbing. Electrical Engineer:

M/E Engineering, P.C. 441 South Salina Street Suite 702 Syracuse, NY 13202 Structural Engineer:

HAKS 40 Wall Street 11th Floor New York, NY 10005 Civil Engineer:

Costich Engineering 217 Lake Avenue Rochester, NY 14608

Architect

KSS Architects LLP 150 South Independence Mall West Public Ledger Building Suite 944 Philadelphia, PA 19106 215-320-3000

Schematic Design Submission 06 September 2008 KSS Project 21178

SUNY – Cortland Studio West Addition and Alterations Cortland, New York

Mechanical. Plumbing. Electrical Engineer:

M/E Engineering, P.C. 441 South Salina Street Suite 702 Syracuse, NY 13202 Structural Engineer:

HAKS 40 Wall Street 11th Floor New York, NY 10005 Civil Engineer:

Costich Engineering 217 Lake Avenue Rochester, NY 14608

Studio West Addition and Alterations SUNY – Cortland

Schematic Design Submission Table of Contents

Table of Contents I. Executive Summary II. Existing Conditions Review III. Code Review

Building Code Review LEED Annotated Checklist

IV. Programming

Narrative Program Existing Program vs. Proposed Program

V. Schematic Design

Drawings (under separate cover) Narrative of Construction

VI. Implementation

Schedule Phasing Diagram Construction Cost Estimate

I. Executive Summary


Schematic Design Submission Executive Summary

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Executive Summary In 2006, Studio West was recognized as the home of the School of Professional Studies. Only two of the departments from the School of Professional Studies currently reside in Studio West along with the Dean’s Office; they are Kinesiology and Sports Management. This project will bring Recreation, Parks and Leisure Studies and Speech Pathology and Audiology to Studio West to reinforce the identity of the building as the home of the School of Professional Studies. Studio West, built in 1948 and renovated in the 1980’s, will be once again be renovated and a new addition will be constructed on the east side of the building to accommodate the additional departments’ needs as well as other program improvements. The goals of this project include the following:

Provide a facade consistent with the importance of a building at a campus entrance. A recent master plan identified the campus entrance at Studio West to be upgraded with a turning circle and limiting vehicular access to create more pedestrian pathways. A proposed two story addition at Studio West will provide a taller presence at the campus entrance.

Provide an identity for the School of Professional Studies. With the addition of

Recreation, Parks and Leisure Studies and Speech Pathology and Audiology, four of the six departments in the School will be located within the same building. The north side of the Studio West faces a planned future quad that will reinforce its relationship with the Park Center and help establish a precinct that will be populated by the School.

Provide an engaging learning environment. The College looks to reinforce its

commitment to academic excellence by promoting student engagement, a key to student success. The addition and alterations to Studio West will provide spaces to encourage interaction, create place and address human comfort.

The alterations to Studio West will enhance the thermal performance of the building envelope, define entrances and provide better circulation so that navigation throughout the building is evident. Two new lightwells are proposed in the existing building that will follow two main corridors and emphasize circulation while also providing natural light to the center of the building. The entrance at the north side of the building will become the main academic entry while the addition will provide a public entrance to the Clinic for Speech Pathology and Audiology. Parking will be provided at the Clinic entrance. To help limit the complications (and related costs) when tying an addition to an existing building, the addition is connected only at one location to the existing building. This configuration also


Executive Summary Schematic Design Submission

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creates a courtyard that would provide a secure outdoor area for the Clinic patients. A new green space on the west side of the building will provide an outdoor area for the building users and accommodate the geothermal well field. New zone mounted water source heat pumps will provide comfort conditioning for the offices, classrooms and acoustically non-critical spaces. These pumps will be located in the corridor ceilings. The acoustically critical areas at the Clinic will be served by an Air Handling Unit (AHU) at the Addition. Two energy recovery units will replace the AHUs on the existing roof and an electronic direct digital control system will be provided for the Addition and Alteration. The college has established a LEED Silver rating as a goal for the Studio West Addition and Alterations. While certification will not be pursued for this project, the project scope developed in this study included measures to achieve a Silver rating. Please refer to the LEED checklist included in this study for more detailed information. The addition at Studio West will be the first part of the project to be completed for January 2010. The Clinic will be operational for the Spring semester of 2010. The alterations to the existing building would be phased to allow for partial occupancy of Studio West and the remainder of the project will be complete August 2010. Based on the Construction Cost Estimate of the Base Scope, the Project Team has provided two deduct alternates for consideration. Please refer to the Construction Cost Estimate section of this study for more detail.

II. Existing Conditions Review


Schematic Design Submission Existing Conditions Review

Page 1

Existing Conditions Review Facility Background Studio West was constructed in 1948 as a one-story factory building. A small one story addition was added to the south-west portion of the building in 1950. The building was converted to academic use in the 1980s; and encompasses 43,400 GSF. The converted building was re-commissioned as academic surge space in 1998; and has undergone incremental alterations since its construction. In 2006 the building was officially recognized as the home of the School of Professional Studies, but as currently constructed and maintained it no longer satisfies the standards demanded for a contemporary Professional Studies facility. Many of its building systems and spaces are inadequate and need to be altered, upgraded or added to. Siting and Orientation The building is located on the southwest portion of the main campus of the State University of New York (SUNY) Cortland Campus. Located on Pashley Drive, the building is visible from the vehicular entrance to the campus from Route 13 south. The master plan proposes upgrading this entrance with a turning circle, and limiting vehicular access to the campus at this point. This future turning circle would be framed on the west edge by the Studio West building and by a future academic building along the north edge; placing further emphasis on the presence of the Studio West Building. The north elevation of the building faces an open space; the Park Center is nearby, with tennis courts and athletic fields located further north. Vehicular access from the campus entrance continues along the north face; a narrow green space provides a small buffer. The master plan has identified this open space to the north as a future pedestrian quad, with academic buildings along the edges. The south elevation of the building faces an asphalt driveway, which provides access to the gravel parking lot on the west side. Along the south face of the building, there is angled parking and no landscaping. Further to the south, a landscape buffer with trees provides some visual separation from Route 13. Parking is provided in a gravel lot to the west of the building. At the east side of the building, a small lot provides parking for approximately 18 cars. The building has a total of seven entrances. Due to the multitude of entrances and lack of clear public circulation paths, the building has become difficult to navigate, with some areas disassociated visually from other areas of the building. The east entrance serves the deans offices and the faculty offices; however this entry is disconnected from the public circulation of the building, requiring one to pass through the faculty offices in order to access the rest of the


Existing Conditions Review Schematic Design Submission

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building. The entrance on the north elevation faces the campus; students have been observed traveling between this entrance and the nearby Park Center. From the gravel parking lot to the west, an entrance on the north elevation of the 1950 addition and an entrance on west elevation provide access to the building. Along the south elevation, there are a total of four entrances. One of these entrances is directly connected to the entrance of the north elevation, providing a clear path through the building. Interior Spaces The interior was fully renovated in 1998 to accommodate classrooms, offices, and some lab spaces. The majority of interior partitions are metal framed with painted gypsum finish. Along the corridors, glazing and sidelights are provided at the entrances to the classrooms. The concrete slab floor is finished with vinyl floor tile and rubber base; a limited number of offices and classrooms are carpeted. Throughout the building, suspended acoustic ceilings with gypsum soffits are provided at heights between 9’-6” and 10-6”. Exterior Skin The building’s exterior of masonry, stucco, and metal siding is indicative of the Building’s many purposes and renovations. Information about the building was obtained from the original 1947 drawings prepared by architect Leo F. Caproni, and from the 1998 renovation drawings prepared by Egner & Associates. The roof is constructed of open web joists spaced at approximately 4’-0” O.C. The joists span between steel girders which are supported by a grid of steel columns. Interior columns are spaced at 40”-0”, creating space with high structure and open bays. Along the exterior wall, the steel columns are supported by concrete piers formed integral with the exterior wall. During the 1998 renovation, the original wood deck was removed and replaced by a 1 -1/2” metal deck with 4” rigid insulation and a fully adhered single ply roofing system. The steel structure is sloped for drainage; during the 1998 renovation crickets were added to direct drainage to the new drains. The roof has three elevations. The main roof has six drains located along column lines C and G. The 1950 addition has a minor elevation change relative to the majority of the building, this area has two drains at the center of the roof. The lower portion of the building at the east elevation also has 3 drains along the center of the roof. Leaks have been a reoccurring problem in the building and standing water was observed on the south side of the building during a site visit on November 27, 2007. A long sky light runs along north-south along near the east façade of the building. During the 1998 renovation, the skylight materials were removed to the steel frame and replaced with an aluminum framed, translucent and opaque panel system. The skylight is located over the suite of



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open faculty offices located in the center of the building. On the interior of the building, the skylight framing and exposed ductwork are visible. The main roof supports three air handling units, which were added during the 1998 renovation. Steel framing was added around the openings created in the roof for the ductwork connecting to these units. The floor consists of 4” concrete slab on grade with 1” topping slab. The floor elevation is consistent, with a few exceptions. The garage is 3’ lower; according to the 1998 drawings, the depressed slab in the mechanical room was infilled. Numerous cracks in the floor slab were also filled with epoxy during the 1998 renovation. The exterior walls are a combination of concrete, masonry, metal panel, exterior insulation finish system (EIFS) and aluminum windows. The base of the exterior walls is concrete; piers supporting steel columns are formed integral with the concrete base. During the 1998 renovation, EIFS was applied to the exterior of the concrete wall. Portions of the concrete base were infilled with 12” CMU and EIFS. The concrete base supports a combination of 12” brick, metal panel and aluminum windows. During the 1998 renovation, the original steel sash windows were removed and replaced by metal panel and aluminum windows. Portions of the masonry wall were also covered with the metal panel system, possibly due to damage in the masonry wall. The aluminum windows contain some operable units. Mechanical

The existing HVAC air systems in the building consist of three variable volume packaged roof top units (RTUs). The roof top units are cooling only units that are ducted to variable air volume boxes with hot water reheat. The RTUs are approximately 10 years old and are in fair to good condition. The air is distributed to the zones by a fully ducted supply and return air system. Heat is provided by a combination of the preheat coil in the discharge duct served by RTUs and in the reheat coils at the variable air volume (VAV) boxes. It is reported that the preheat coils rarely operate. It is likely that the mixed air temperatures are high enough so that these preheat coils are not required and the reheat coils at the VAV boxes are adequate for heat. Ventilation air is introduced at the RTUs, mixed with the return air, and supplied to the space as a fraction of the supply air. Heat is supplied to the hot water heating loop from 3 boilers. The boilers were installed approximately 10 years ago and they appear to be in fair to good condition. Based upon the equipment schedules the boiler plant has an output capacity of 3,174 MBH. The hot water heating is arranged as a primary-secondary loop. Each boiler is equipped with constant flow dedicated pump and the main loop is equipped with 2 constant speed pumps operating in a lead/lag arrangement. There are reported issues with frequent leaking at the dielectric unions. Central direct digital controls (DDC) in the building are limited. There is DDC control of the boiler plant and the fans in the building, but the central rooftop units are not well integrated in to the



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building control system so operator adjustment is minimal. The zone VAV boxes are controlled by pneumatics and are not integrated in to the central DDC system so that monitoring zone operation and system troubleshooting is limited. Plumbing

Water Service

- The existing water supply to the building is protected by an exterior backflow preventer located in an insulated heated box on the site. A 2" domestic water service with water meter and a 6" fire service with alarm valve are located in a separate water service room adjacent to the main lobby on the north side of the building. The water services are to remain.

Domestic Water - Water lines are insulated copper lines. Distribution is generally above corridor ceilings.

Piping is reported to be in good shape and will remain. Domestic Hot Water

- Domestic hot water is supplied from electric storage type water heaters located near the toilet rooms that they serve.

Sanitary System - Underground sanitary drainage is cast iron, and there are no reported problems with the

drainage system. There are reported problems with the exterior sanitary system leaving the east side of the building. This line dates from the original 1950 building.

Storm System - The roof is drained thru interior rain leaders to underfloor storm drain lines. The drains

exit the building to exterior drywells. There is no reported problem with the storm system. Natural Gas System

- Natural gas service was added to the building in the 1998 renovation. A 6" gas main is run thru the building from the meter location on the southeast corner of the building, to the boier room at the center of the north side of the building. It is in good shape and will remain.

Plumbing Fixtures - Fixtures are generally vitreous china fixtures, with manual flush valves on the water

closets and metering faucets on the public lavatories. Dual Height electric water coolers per ADA guidelines are currently installed.

Fire Protection

The building is fully sprinklered by a hydraulically calculated sprinkler system installed in 1997. The system is in good shape and will remain. Electrical Electrical Service:

- The existing electrical service is a 600 amps, 480 volt, 3-phase, 4-wire service that originates at the Building #38 substation. Building #38 substation provides a 600 amp,



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480 volt feeder to a 500 KVA pad mounted transformer located on the south side of the Studio West Building. The existing pad mount transformer is a 480 volt primary/480 secondary transformer that supplies the 600 amps service to the Studio West Building's Main Distribution Panel (MDP). The existing MDP is an 800 amp switchboard with a 600 amp main breaker that serves as the building's service disconnect and transformer secondary over-current protection. From the MDP all the 480/277 volt building loads and step-down transformers for the 208/120 volt loads are served.

Lighting: - The majority of the Studio West Building's lighting is a combination of surface and

recessed fluorescent lights. Light fixtures in teaching/classroom areas are controlled with dual level switching. Most areas have occupancy sensors that provide automatic shut-off of lights when rooms are unoccupied.

Tel/Data: - Phone outlets are located in all teaching/classroom areas and offices. Data ports are

provided in offices and select areas throughout the building. Tel/Data outlets are mounted in vertical raceway (power poles) in many areas.

Fire Alarm: - The existing Fire Alarm Control Panel (FACP) is located in the Main Electric Room and

provides zoned smoke and heat detection for the building. FACP also serves manual pull stations and notifications devices (horn/strobe units) throughout the building. Remote Fire Alarm Panels with Graphic displays are located at the East and North Main entrances to the Studio West Building.

Existing Site Conditions The Studio West building site is bounded on the north and east by Folmer Drive, and on the south and west by an unnamed service roadway. The site topography is generally level, with no significant grade changes nor any surface water resources, such as streams or ponds. The front of the building, with the main entrance, is on the north side, facing Folmer Drive. Along the front of the building, there is a 40 feet +/-wide grassed / tree line strip between the building and the roadway. The major pedestrian circulation for Studio West consists of students walking between Studio West and Park Center, a campus building located on the opposite side of Folmer Drive. To address pedestrian movements, there is a crosswalk across Folmer Drive, near the west end of Studio West, and sidewalks with benches, which extend to the main entrance. The crosswalk, however, does not line up well with the main entrance, so pedestrian movement patterns show deviation from the sidewalks. There are a number of entries into the building, located on all 4 sides, with some being service- type and some for public access. On the north side of the building, approximately 80 feet east of the main entrance, there is a 20 foot wide asphalt driveway leading to a service-type entrance. Intermittent sections of sidewalk are present along the building perimeter, and sidewalk landings are generally present at the building entries. Overall, the sidewalks are of various dimensions and materials, and are not continuous around the building. Near the parking areas, the sidewalks are not physically separated from the parking areas. , which create conflicts. The site surface immediately adjacent to the building, on the remaining three sides, is generally pavement. The main parking lot for Studio West abuts the west side of the building and a small parking lot is located on the east. Along the south side of the building, the pavement extends for



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a width of 40 feet, accommodating angle parking between the building and the east/west service roadway. The main parking lot has its primary driveway on Folmer Drive, just west of the building. The driveway is located immediately adjacent to the crosswalk, which creates vehicular/pedestrian conflicts. Additional access to the lot is provided at the west ends of the parking aisles, from the service roadway. Use of the 300 car parking lot was observed to be near capacity. The parking lot surface is asphalt extending from the at- grade sidewalk along the building, approximately 200 feet westward, and the remainder of the lot has a compacted gravel surface. There is perpendicular parking along the sidewalk on the west side of the building, which conflicts with pedestrian movements associated with the building entrances. Along the south side of the parking lot, there are some unattached structures, including a 100 ft. long metal maintenance storage building, a mobile trailer unit and a kiln facility. There is metal fencing around these facilities to restrict access, however, the fence constricts parking lot circulation movements. The parking lot has a limited piped drainage system, with few catchbasins, which runs westward through the parking lot and connects to the north/south roadway drainage system. The roadway drainage system flows northward, ultimately discharging approximately 500 feet away, at a stream location. Areas of inadequate drainage catchment were observed within the unpaved portion of the parking lot. . The small parking lot, on the east side of Studio West, is accessed by Folmer Drive on the north and the service roadway on the south. It was observed that the parking demand for this 18 car lot is greater than its capacity. There is a small planter with shrubs between the east side of the building and the parking lot asphalt, and no sidewalk is present for the entrances on the east side. Surface drainage in the lot is conveyed via a closed drainage system with drywells. At the northeast corner of the building, there is a loading dock, which accesses the parking lot. Extending northward from the northeast building corner, and parallel to the driveway edge, there is a buried concrete wall. The top of the wall is flush with the ground surface, and it appears to be approximately 25 feet in length, but its function and exact dimensions are unknown. The east parking lot overlooks a large (150 ft. wide) green space, which extends to the intersection of Folmer Drive and Pashley Drive. The area includes lawn with picnic tables, sculpture pieces and a number of mature trees. There are area drains within the lawn, which tie into a closed drainage system that flows northward into the campus. The service roadway, which runs along the south side of the building, continues along the south perimeter of the site, turns northward around the west end of the parking lot, and connects to Folmer Drive. Being a through route, the service roadway acts as an alternative to Folmer Drive, and it is used by through traffic, including buses. The usable roadway width near the building is 18 feet and there is no roadway striping, which contributes to safety concerns. Additionally, the angled parking maneuvers along the building create conflicts with roadway traffic. There are street lights along the service road, but there is no drainage catchment along the roadway in the vicinity of the building, and ponding on the south roadside was observed. Site utilities include, but are not limited to a watermain, sanitary sewers, gas mains, and numerous drainage lines with various catchment stuctures and drywells. Underground services for telephone, electrical and cable are also present.

III. Code Review


Schematic Design Submission Code Review

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Building Code Review Applicable Codes Existing Building Code of New York State 2007 Building Code of New York State 2007 National Standard Plumbing Code-Illustrated 2006 General Code Data Existing 1 story building Occupancy Classification (Per 302.1): Business Group B Construction Type IIB Non-combustible, unprotected Allowable Area (Per 506): 86,250 SF per floor Building Area: 43,000 SF Fire Protection: Fully Sprinklered Existing Egress Occupant Load (existing building): 790 Proposed Egress Occupant Load : 931 Design Load for required plumbing fixtures (Per Occupant load): 931 Minimum Number of Required Plumbing Fixtures (Per 2902.1) WC (20 total required) Men: 7 (3 to be urinals) Women: 10 Lavatories (7 total requred) Men: 7 Women: 7 Drinking Fountains: 9 required


Code Review Project Initiation Document

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Existing Building Code of New York State 2007 Chapter 1 - General Requirements COMMENTS

101.2 Scope This code shall apply to the repair, alteration, change of occupancy, addition and relocation of existing buildings. Exceptions: 3. Existing buildings built before Jan 1, 2003 shall not be required to with the seismic requirements of this code with the exception of parapet bracing as described in Section 707.8

102.8.1 Additions, Alterations and Repairs to any structure shall conform to this code without requiring the existing structure to comply with all requirements of this code unless otherwise stated. Chapter 3 - Classification of Work

301.1 Scope Work performed on an existing building shall be classified in accordance with this chapter.

301.4 Occupancy and Use shall be determined in accordance with Ch. 3 of the Building Code of New York State.

PER Section 302.1 Business Group B

305.1 Alteration Level 3 applies where the work area exceeds 50% of the aggregate area of the building.

305.2 Application Level 3 Alterations shall comply with Chapters 5 and 6 for Level 1 and 2 alterations, as well as the provisions of Chapter 7

307.2 Addition to existing buildings shall comply with Chapter 9. Chapter 5 - Alterations Level 1

503.3 Materials and Methods All new work shall comply with materials and methods in NFPA 70, Building Code of New York State and Plumbing Code of New York State as applicable

506.1 Accessibility General Building or element that is altered shall comply with Sections 506.1.1 through 506.1.12, Ch. 11 of Building Code of NY and ICC A117.1 unless technically infeasible. Exceptions: 1. Altered element or space is not required to be on an accessible route unless required by Section 506.2 2. Accessible means of egress per Ch. 10 of Building Code of NY are not required to be provided in existing buildings

506.2 Alterations affecting an area containing a primary function Where alteration contains a primary function, the route to the primary function area shall be accessible. Accessible route shall include toilet facilities and drinking fountains.



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507.2.1 Replacement of roofing or equipment results in additional dead loads, structural components supporting such reroofing or equipment shall comply with the vertical load reqments of Building Code of NY Exceptions: 1. Structural elements whose stress is not increased by more than 5% Chapter 6 - Alterations Level 2

601.3 Compliance All new construction elements shall comply with the Building Code of NY State Exceptions: 3. Length of dead-end corridors in newly constructed spaces shall only be required to comply with Section 605.6

603.1 Scope Requirements of this section limited to work areas in which Level 2 Alterations being performed. 604.4 Fire Alarm and Detection Approved fire alarm system to be installed per Sections 604.4.1 and 604.4.3. Where automatic sprinkler provided and is connected to the fire alarm system, automatic heat detection shall not be required. Approved fire detection system shall be installed in accordance with NFPA 72.

605.2 Means of Egress shall comply with the requirements of this section

605.3 Minimum number of exits Every story on which there is a work area that includes exits or corridors shared by more than one tenant within the work area shall be provided with the number of exits based on the occupancy and occupant load per Building Code of NY State

605.4.1.1 Occupant load and travel distance In work area, rooms or spaces

having an occupant load greater than 50 or in which the travel distance

to an exit exceeds 75 feet shall have minimum of 2 egress doorways. Exceptions: 2. Where work area is served by single exit per Section 605.3.1.1

605.4.2 Door Swing In work area and egress path from work area to exit discharge egress doors serving an occupant load greater than 50 shall swing in the direction of travel

605.4.2.1 Where work area exceeds 50% of floor areas, door swing throughout WILL COMPLY the floor shall comply with Section 605.4.2 Work area > 50% Floor

605.4.3 Door Closing In work area, door opening into exit passageway at grade or an exit stair shall be self-closing or equipped with closing device

605.6 Dead-end corridors in any work area shall not exceed 35 feet Per Section 1016.3 Exceptions: Max. dead end = 50ft 1. Where greater length permitted by Building Code NY State 2. Other than A or H occupancy, max length of existing dead-end is



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50 feet in building equipped with automatic fire alarm 3. Other than A or H occupancy, max length of existing dead-end is 70 feet in building equipped with automatic sprinkler

605.7.2 Emergency Illumination shall be provided for means of egress in work areas. Emergency power for illumination shall be provided: 2. Buildings with 1,000 or more total occupants

605.7.3 Where work area exceeds 50% of floor areas, 605.7.2 applies throughout

609.1 Mechanical Reconfigured Spaces All reconfigured spaces shall be provided with ventilation per Mech. Code of NY State Exception: Existing mechanical ventilation systems shall comply with 609.2

609.2 Altered Existing Mechanial Systems that are reconfigured or extended shall provide not less than 5 cfm/per person outdoor air and not

less than 15 cfm/per person ventilation air. Or not less than the amount

required by ASHRAE 62

610.1 Minimum Plumbing fixtures Where the occupant load of the story is WILL COMPLY increased more than 20%, fixtures shall be provided per Fixtures provided per Plumbing Code of NY State, based on increased occupant load. Sec. 2902.1 Chapter 7 - Alterations Level 3

701.2 Compliance In addition to provisions of this chapter, work shall comply with all req'ments of Chapters 5 & 6. Req'ments of 603, 604 605 shall apply within all work areas whether or not they include exits and corridors shared by more than one tenant and regardless of occ. load

704 Fire Protection

704.2 Fire Alarm and Detection Systems shall be provided throughout, per req'ments of 604.4.1 and 604.4.3.

704.2.1 Manual Fire Alarm Systems shall be provided for Group A, B, E, F, H, I, M, R-1 and R-2 on all floors in the work area. Exceptions 1. Where Building Code NY State does not require a manual fire alarm 3. Visual alarm not required except where an existing alarm system is upgraded or replaced or where new fire alarm system is installed.

706 Accessibility

706.1 General Building, facility or element that is altered shall comply w/506

707 Structural

General Building undergoing Level 3 alterations including structural alteration shall comply with provisions of this chapter. Seismic provisions only apply to buildings built after January 1, 2003 except



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parapet bracing in Section 707.8 which applies to all Level 3 alterations

707.2 Reduction of Strength Alterations shall not reduce strength or stability. Exception: reduction allowed provided that the strength not reduced below Building Code of NY State levels. 707.3 New Structural Members Shall comply w/Building Code of NY State 707.8 Parapet bracing and wall anchors Buildings of Seismic Use Group III, unreinforced masory bearing wall bldgs classified as Seismic Design Category D, E, or F shall have parapet anchors and wall anchors installed at roof line. Table 1604.5 Building Code of New York State Seismic Use Group III includes: college or adult education facilities w/occupant load greater than 500 Chapter 9 - Additions

902 Heights and Areas

902.1 Height limitations Addition shall not increase the height of existing WILL COMPLY building beyond that permitted by Chapter 5 of Building Code of NY Heights per Sec 503.1

902.2 Area Limitations Addition shall not increase the area of an existing WILL COMPLY building beyond that permitted by Chapter 5 of Building Code of NY Area per Sec 506 for new buildings unless fire separation provided. Exceptions 2. Existing 1 and 2 story building shall be permitted to be expanded by up to 25% of existing floor area, not to exceed 125% of that permitted by Building Code of NY State without fire separations

905 Accessibility

905.1 Minimum Requirements Accessibility provisions for new construction shall apply to additions

704 Fire Protection

704.2 Fire Alarm and Detection Systems shall be provided throughout, per req'ments of 604.4.1 and 604.4.3.

704.2.1 Manual Fire Alarm Systems shall be provided for Group A, B, E, F, H, I, M, R-1 and R-2 on all floors in the work area. Exceptions 1. Where Building Code NY State does not require a manual fire alarm 3. Visual alarm not required except where an existing alarm system is upgraded or replaced or where new fire alarm system is installed.

Building Code of New York State 2007 Chapter 3 - Use and Occupancy Classification



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302.1 Use Groups

B Educational occ. Section 304

above 12th grade

302.1.1 Incidental use areas shall be separated as follows: Storage Rooms over 100sf:

1 hour separation or provide automatic fire extinguishing system

302.2 Accessory uses: Not required to be separated by fire barrier provided accessory use does not occupy more than 10% of floor area

302.2.1 Assembly areas not considered separate occupancy if floor area is less than 750 sf Chapter 5 - General Building Heights and Areas

503.1 WILL COMPLY

Heights and areas shall not exceed heights and areas in Table 503, except as modified in following sections Existing building

Table 503: Allowable heights and areas 1 Story, 22'-11" Height

Type IIB Construction, Use Group B Addition

Stories: 4 Height: 55ft Area per floor: 23,000sf 2 Stories, 36' Height

504 Height Modifications

504.2 Automatic Sprinkler Increase Building equipped with automatic sprinkler system may have maximum height increased 20ft, number of stories increased by 1 story Allowable Height 5 stories, 75 ft Sprinkler increase

506 Area Modifications

506.1-506.2 Allowable Area with Modifications: 86,250 sf max WILL COMPLY

At *If At*Is

At + 100

+ 100

23,000 * 75 23,000 * 200

23,000 + 100

+ 100

= 86,250 sf

Existing 43,000 sf Addition 21,000 sf Total Area = 64,000 sf

At = Area per Table 503 = 23,000 sf

If = Area increase due to open perimeter

If = 100 (1030ft/1030ft - .25) 30ft/30ft = 75%

Is = Automatic sprinkler system increase = 200%



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Chapter 6 - Types of Construction

602 Construction Classification

602.2

Type IIB - Noncombustible and unprotected. Construction of building elements in accordance with Table 601

Table 601: Fire resistance ratings for Building Elements Structural Frame 0 hour Bearing Walls Interior 0 hour Exterior 0 hour Non-bearing exterior wall 1hr - fire separation <10ft 0hr - fire separation >10ft Non-bearing interior wall 0 hour Floor Construction 0 hour Roof Construction 0 hour

Chapter 7 - Fire Resistance Rated Construction

704 Exterior Walls

704.2 Projections - lot line locations?

704.2.1 Type I and II Projections from walls shall be of noncombustible or combustible materials as allowed by Sections 1406.3 and 1406.4

704.3 Buildings on the same lot To determine the required wall and opening N/A

protection req'ments, buildings on same lot shall be assumed to have Addition & Existing Building imaginary line between them. within area limits per Exception: 2 or more buildings can be regulated as portions of one Sec 506 building if the aggregate area is within limits specified in Chapter 5

704.5 Fire Resistance Ratings per Tables 601 and 602 WILL COMPLY

704.8 Allowable area of openings Per Table 704.8 WILL COMPLY Fire separation distance greater than 30 ft, no limit to protected or unprotected openings Note G: Exterior bearing wall, exterior non-bearing wall, exterior structural not required to be rated (Type IIB), therefore, unlimited unprotected opening.

704.9 Vertical separation of openings N/A exceptions 1 & 2

704.10 Vertical exposure of buildings on same lot N/A

704.11 Parapets N/A Exception 6

705.1 Fire Walls N/A



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706 Fire Barrier

706.1 General Separation of shafts, exits, exit passageways, horizontal exits or incidental use areas, to separate different occupancies, separate a single occupancy into different fire areas, anywhere fire barrier required. 706.3 Fire-Resistance Ratings 706.3.1 Shaft Enclosures Sec 707.4: 1 hour 706.3.2 Exit Enclosures Sec 1019.1: 1 hour 706.3.3 Exit Passageway Sec 1020.1: 1 hour 706.3.4 Horizontal Exit N/A 706.3.5 Incidental Use See notes Table 302.1.1

706.3.6 Separation of mixed occupancies N/A

706.3.7 Single Occupancy Fire Area B Occupancy: 2 hour fire barrier to create separate fire areas

706.4

Continuity of fire barrier walls - Fire barrier walls extend from top of floor to underside of roof slab or deck above

706.5 Horizontal fire barriers N/A 706.6 Exterior Walls Per Section 704 706.7

Openings - Shall be protected per Sec. 715. Openings limited to max. aggregate width of 25% of length of wall. Maximum size of any single opening: 120sf.

707 Shaft Enclosures

707.4 Fire Resistance Rating 1hr < Less than 4 stories

708 Fire Partitions Corridor walls as req'd by 1016.1 shall comply

708.3 Fire Resistance Rating Table 1016.1 Corridor walls 0hr

715 Opening Protection Table 715

Type of Assembly Opening Protection

1 hr. shaft walls 1 hr

1 hr. exit enclosure wall 1 hr

1 hr. fire barrier 45 min

1 hr. corridor wall 20 min.

Chapter 8 - Interior Finishes

Table 803.5 - Interior Finishes by Occupancy

Sprinklered, Use Group B

Class B Vertical Exits & Exit Passageways



Page 9

Class C Exit access corrridors and other exitways

Class C Rooms & Enclosed Spaces

Chapter 9 - Fire Protection 903 Automatic Sprinkler Systems Sprinkler system provided

throughout existing building and addition

903.2 Where Required Not req'd per 903.2.10.3

904 Alternative Automatic Fire-extinguishing Systems N/A

905 Standpipes N/A 905.3.1 Building Height Standpipe not req'd, highest floor less than 30ft

above grade

906 Portable Fire Extinguishers

906.1 Provide as required by Fire Code of New York State

907 Fire Alarm

907.2.2 Group B - Manual fire alarm required when occupant load > 500

907.2.1.1 Fire Detection Areas w/occupant load > 100 and not sprinklered,

emergency voice/alarm system required

Chapter 10 - Means of Egress

1004 Occupant Load

1004.1

Design Occupant Load: occupant load based on actual number or number by table

Calculated by actual number of occupants for whom space is designed

1005 Egress Width

1005.1 Minimum required egress width Table 1003.2.3 - Group B with Sprinkler Component Inch per Occupant Stairways 0.20 Other 0.15

1006 Means of Egress Illumination

1006.1 Illumination Required Means of Egress at all times

1006.3 Illumination Emergency Power Shall be provided for: exit access corridor and stairways for building req'd to have 2 or more exits



Page 10

1013 Exit Access

1013.3 Common Path of Travel exception 1: Group B, not to exceed 100 ft when building equipped with automatic sprinkler system

1014 Exit and Exit Access Doorways

1014.1 Exit Doors Required 2 exits required from space w/50 occupants

1014.2.1 Exit Door Arrangement Exception 2: Separation between exit access

doorways not less than 1/3 diagonal dimension of area served.

1014.1.1 3 or more exits as required by 1018.1

1015 Exit Access Travel Distance

1015.1 Travel Distance Limitations not to exceed values in Table 1015.1

Table 1015.1 B Occupancy 250 feet maximum travel distance

1016 Corridors

1016.1 Construction - 0hr per Table 1016.1, B occupancy, automatic sprinkler

1016.2 Corridor width - Minimum of 44"

1016.3 Dead Ends Exception 2: Max 50 ft, Group B equipped w/automatic sprinkler system

1017 Exits

1017.1 General Exits comply w/1017-1022. Level of protection shall not be reduced until arrival at the exit discharge

1018 Number of Exits and Continuity

1018.1 Minimum number of exits per Table 1018.1 Occupant load 1-500 2 exits Occupant load 501-1000 3 exits

1018.3 Exit Continuity Exits shall be continuous to the exit discharge

Chapter 11 - Accessibility

1103.2 General Exceptions

1103.2.2 Existing Buildings to comply w/Existing Building Code of NY State

1103.2.3 Employee Work Areas Individual with disability can approach, enter and exit the work area.

1103.2.5 Utility Buildings Not required to be accessible, unless contain accessible parking

1103.2.8 Limited Access Space Non-occupiable spaces accessed by ladders or catwalks not required to be accessible



Page 11

1103.2.9 Equipment spaces Mechanical rooms, elevator pits, electrical equipment spaces, etc not required to be accessible.

1105 Accessible Entrances

1105.1 Public Entrances In addition to accessible entrances per 1105.1.1 and 1105.1.6, 50% of all public entrances to be accessible.

1106 Parking and Passenger Loading Facilities

1106.1 Required Where parking provided, accessible spaces to be provided per Table 1106.1 Table 1106.1 Total Parking Spaces Minimum Number Accessible Spaces 1-25 1 25-50 2 51-75 3 76-100 4

1106.3 Hospital Outpatient Facilities 10% of patient and visitor spaces to to serve outpatient facilities to be accessible

1106.4 Rehabilitation Facilities and outpatient physical therapy facilities 20% of patient and visitor spaces to be accessible

1106.6 Location Accessible spaces shall be on the shortest accessible route of travel to the accessible building entrance

1107.7 Passenger Loading Zones N/A

Chapter 29 - Plumbing Systems

2902.1 Minimum Number of Fixtures per Table 2902.1. # of occupants determined by this code. Occupancy classification per Chapter 3

WC - Male/Female Lav - Male/Female Fountain Other

Business 1 per 25 for the first 50 1 per 50 for first 1 per 100 1 service

Occupancy 1 per 50 for the remainder 50, 1 per 80 sink exceeding 50 for remainder

2902.2 Separate Facilities provided for each sex

2902.3 Number of Occupants of each sex Design load to be 50% ea. Sex



Page 1

LEED Certification LEED (Leadership in Energy and Environmental Design) is a point based system devised by the USGBC (US Green Building Council) that rates new construction and renovations for their level of environmental sustainability. The addition and alterations to Studio West will be constructed to meet LEED silver certification. Although the project will not be registered with the USGBC, the design team and the owner will work together through the completion of the project to earn points from the following categories: Sustainable sites, Water efficiency, Energy & Atmosphere, Materials and Resources, Environmental Quality, and Innovation & Design Process. The Following checklist outlines the specific criteria required within each of the categories mentioned above. Currently, we have designated 33 points as attainable in order to earn Silver certification. The design team and owner will meet early in the next phase to evaluate the points and any additional points that are possible.

LEED-NC Version 2.2 Annotated Project Checklist

SUNY Cortland

Yes ? No

7 4 3 Sustainable Sites 14 Points

Y Prereq 1 Erosion & Sedimentation Control Required

Control erosion to reduce negative impacts on water and air quality.► Comply with National Pollutant Discharge Elimination System (NPDES) program Phases I and II.

1 Credit 1 Site Selection 1Avoid development of inappropriate sites and reduce the environmental impact from the location of a building on a site.► No development on farmland, on previously undeveloped land in a flood plain, habitat of endangered species, within 100 ft of wetlands, previously undeveloped land within 50 ft of a water body for recreation or industrial use, or public parkland.

1 Credit 2 Development Density & Community Connectivity 1Channel development to urban areas with existing infrastructure, protect greenfields and preserve habitat and natural resources.► Confirm surrounding area meets the minimum development density of 60,000 sq ft per acre (two-story)

1 Credit 3 Brownfield Redevelopment 1Rehabilitate damaged sites where development is complicated by real or perceived environmental contamination, reducing pressure on undeveloped land.► The site is not designated as a brownfield site

1 Credit 4.1 Alternative Transportation, Public Transportation Access 1

Reduce pollution and land development impacts from automobile use.► Verify that there are 2 bus stop within 1/4 mile.

1 Credit 4.2 Alternative Transportation, Bicycle Storage & Changing Rooms 1

Reduce pollution and land development impacts from automobile use► Provide Bicycle storage for 5% of occupants (all occupants) and showers/changing rooms within 200 yards for .5% full-time equivalent occupants.

1 Credit 4.3 Alternative Transportation, Alternative Fuel Vehicles 1

Reduce pollution and land development impacts from automobile use► Provide low-emitting and fuel efficient vehicles for 3% of the full time equivalent occupants and preferred parking. Or provide preferred parking for low-emitting and fuel efficient vehicles for 5% of total parking capacity.

Studio West Addition & Renovation

8/20/2008

1 Credit 4.4 Alternative Transportation, Parking Capacity and Carpooling 1Reduce pollution and land development impacts from single occupancy vehicle use► Size parking to not exceed local zoning requirements and provide preferred parking for carpools for 5% of total provided spaces.

1 Credit 5.1 Reduced Site Disturbance, Protect or Restore Open Space 1Conserve existing natural areas and restore damaged areas to provide habitat and promote biodiversity.► Restore or protect a minimum of 50% of the site area excluding the building footprint with native or adapted vegetation.

1 Credit 5.2 Maximize Open Space 1Provide a high ratio of open space to development footprint to promote biodiversity.► Designate open space adjacent to the building equal to the development footprint.

1 Credit 6.1 Stormwater Management Quantity Control 1Limit disruption of natural hydrology by reducing impervious cover, increasing on-site infiltration and managing stormwater runoff.► Stormwater plan that prevents post-development peak discharge rate and quantity from exceeding the pre-development rate for 1 and 2 year, 24-hour design storms.

1 Credit 6.2 Stormwater Management Quality Control 1Reduce or eliminate water pollution by reducing impervious cover, increasing on-site infiltration, eliminating sources of contaminants, and removing pollutants from stormwater runoff.

► Treat and capture stormwater runoff from 90% of average annual rainfall. Using best management practices, remove 80% of total suspended solids.

1 Credit 7.1 Heat Island Effect Non-Roof 1Reduce heat islands (thermal gradient differences between developed and undeveloped areas) to minimize impact on microclimate and human and wildlife habitat.► 50% of hardscape must be shaded, paved material with SRI of at least 29, or open grid pavement.

1 Credit 7.2 Heat Island Effect Roof 1Reduce heat islands (thermal gradient differences between developed and undeveloped areas) to minimize impact on microclimate and human and wildlife habitat.► Requires replacing roof with materials having a SRI of at least 78, for 75% of roof surface.

1 Credit 8 Light Pollution Reduction 1Eliminate light trespass from the building and site, improve night sky access and reduce development impact on nocturnal environments.

► Non-emergency interior lighting must be automatically controlled to shut-off during non-business hours. Exterior lighting levels must not exceed 80% lighting power densities as defined in ASHRAE/IESNA Standard 90.1-2004

Yes ? No

3 2 Water Efficiency 5 Points

1 Credit 1.1 Water Efficient Landscaping, Reduce by 50% 1

Limit or eliminate the use of potable water for landscape irrigation► Reduce potable water for irrigation by 50% from mid-summer baseline case.

1 Credit 1.2 Water Efficient Landscaping, No Potable Use or No Irrigation 1

Limit or eliminate the use of potable water for landscape irrigation► Use no potable water for irrigation.

1 Credit 2 Innovative Wastewater Technologies 1Reduce generation of wastewater and potable water demand, while increasing the local aquifer recharge.► Requires a reduction of potable water use for sewage conveyance by 50%. Example: using roof water to flush toilets, waterless urinals, etc. OR treat 50% of wastewater on-site to tertiary standards

1 Credit 3.1 Water Use Reduction, 20% Reduction 1Maximize water efficiency within buildings to reduce the burden on municipal water supply and wastewater systems.► Use 20% less water than baseline use after meeting EPA 1992 [Applies only to water closets, urinals, lavatory faucets, showers and kitchen sinks]

1 Credit 3.2 Water Use Reduction, 30% Reduction 1Maximize water efficiency within buildings to reduce the burden on municipal water supply and wastewater systems.► Use 30% less water than baseline use after meeting EPA 1992 [Applies only to water closets, urinals, lavatory faucets, showers and kitchen sinks]

Yes ? No

4 2 11 Energy & Atmosphere 17 Points

Y Prereq 1 Fundamental Building Systems Commissioning RequiredVerify and ensure that fundamental building elements and systems are designed, installed and calibrated to operate as intended.► A formalized quality control program on energy using sytems will be followed through the use of an independent commissioning agent.

Y Prereq 2 Minimum Energy Performance RequiredEstablish the minimum level of energy efficiency for the base building and systems.► The ASHRAE/IESNA Standard 90.1-2004 requirements for energy efficiency will be met. Requires improvements to existing exterior walls.

Y Prereq 3 CFC Reduction in HVAC&R Equipment Required

Reduce ozone depletion.► No CFC-based refrigerants in new HVAC equipment. Replacement schedule for existing equipment.

1 Credit 1 Optimize Energy Performance (10.5%) 1

1 Credit 1 Optimize Energy Performance (14%) 1








1 Credit 1 Optimize Energy Performance (42%) 1Achieve increasing levels of energy performance above the prerequisite standard to reduce environmental impacts associated with excessive energy use.► Improve wall and roof insulation. Reduce window solar heat gain and thermal conductivity. Reduce interior lighting power density. Reduce ventilation air energy requirements (heat recovery).

1 Credit 2.1 On-site Renewable Energy, 2.5% 1

1 Credit 2.2 On-site Renewable Energy, 7.5% 1

1 Credit 2.3 On-site Renewable Energy, 12.5% 1Encourage and recognize increasing levels of on-site renewable energy self-supply in order to reduce environmental impacts associated with fossil fuel energy use.► Use on-site renewable energy to offset building energy cost.

1 Credit 3 Additional Commissioning 1Verify and ensure that fundamental building elements and systems are designed, installed and calibrated to operate as intended.► A formalized quality control program on energy using sytems will be followed through the use of an independent commissioning agent. Additional tasks will include design document review, construction document review, submittal reviews, a systems manual for recommissioning, one-year review.

1 Credit 4 Enhanced Refrigerant Management 1Reduce ozone depletion and support early compliance with the Montreal Protocol.► Select refrigerants and HVAC that minimize or eliminate the emission of compounds that contribute to ozone depletion and global warming. Do not install fire suppression systems with CFCs, HCFCs or Halons.

*Note for EAc1: All LEED for New Construction projects registered after June 26th, 2007 are required to achieve at least two (2) points under EA

1 Credit 5 Measurement & Verification 1Provide for the ongoing accountability of building energy consumption over time.► Develop and implement a Measurement and Verification Plan to track performance by comparing predicted performance to actual performance, by component or system. Evaluate energy efficiency of actual performance compared to baseline performance.

1 Credit 6 Green Power 1Encourage the development and use of grid-source, renewable energy technologies on a net zero pollution basis.► Provide 35% of building's electricity from renewable sources by purchasing a 2 year renewable energy contract.

Yes ? No

6 6 1 Materials & Resources 13 Points

Y Prereq 1 Storage & Collection of Recyclables RequiredFacilitate the reduction of waste generated by building occupants that is hauled to and disposed of in landfills.► Provide a dedicated recycling area for paper, cardboard, glass, plastic and metals.

1 Credit 1.1 Building Reuse, Maintain 75% of Existing Envelope and Structure 1

1 Credit 1.2 Building Reuse, Maintain 95% of Existing Envelope and Structure 1

1 Credit 1.3 Building Reuse, Maintain 50% of Interior Non-Structural Elements 1Extend the life cycle of existing building stock, conserve resources, retain cultural resources, reduce waste and reduce environmental impacts of new buildings as they relate to materials manufacturing and transport.► Following are excluded from this calculation: non-structural roofing materials, window assemblies, structurally unsound materials, and hazardous materials.

1 Credit 2.1 Construction Waste Management, Divert 50% 1

1 Credit 2.2 Construction Waste Management, Divert 75% 1Divert construction, demolition and land clearing debris from landfill disposal. Redirect recyclable recovered resources back to the manufacturing process. Redirect reusable materials to appropriate sites.► Develop a waste management plan with material diversion goals. Recycle or salvage construction demolition. Excavated soil and land clearing debris does not contribute.

1 Credit 3.1 Materials Reuse, 5% 1

1 Credit 3.2 Resource Reuse, 10% 1Reuse building materials and products in order to reduce demand for virgin materials and to reduce waste, thereby reducing impacts associated with the extraction and processing of virgin resources.

► Use salvaged, refurbished or reused materials, products and furnishings that total 5 or 10% of the total value of division 2-10 materials in the project. Cost of each material is either the actual cost paid or replacement value.

1 Credit 4.1 Recycled Content, Specify 10% (post-consumer + ½ pre-consumer) 1

1 Credit 4.2 Recycled Content, Specify 20% (post-consumer + ½ pre-consumer) 1Increase demand for building products that incorporate recycled content materials, thereby reducing the impacts resulting from extraction and processing of new virgin materials.► Use recycled materials that total 10% of the total value of division 2-10 materials in the project. Recycled content value of material is determined by weight.

1 Credit 5.1 Regional Materials, 10% Extracted, Processed & Manufactured Regionally 1

1 Credit 5.2 Regional Materials, 20% Extracted, Processed & Manufactured Regionally 1Increase demand for building materials and products that are extracted and manufactured within the region, thereby supporting the use of indigenous resources and reducing the environmental impacts resulting from transportation.► Use materials extracted, harvested and manufactured within 500 miles of the site. If a fraction of a material is regionally extracted/manufactured, then that percentage by weight shall contribute.

1 Credit 6 Rapidly Renewable Materials 1Reduce the use and depletion of finite raw materials and long-cycle renewable materials by replacing them with rapidly renewable materials.► Use rapidly renewable building materials and products (made from plants that are typically harvested within a ten-year cycle or shorter) for 2.5% of the total value of division 2-10 building materials and products used in the project. [Bamboo, Wheatboard, Wool carpet, etc]

1 Credit 7 Certified Wood 1

Encourage environmentally responsible forest management.► Use FSC certified wood for minimum of 50% of wood based products and materials. Include materials permanently installed on project. Team may chose to include materials for temporary use at their discretion.

Yes ? No

10 2 3 Indoor Environmental Quality 15 Points

Y Prereq 1 Minimum IAQ Performance RequiredEstablish minimum indoor air quality (IAQ) performance to prevent the development of indoor air quality problems in buildings, thus contributing to the comfort and well-being of the occupants.► Meet the minimum requirements of Sections 4-7 of ASHRAE 62.1-2004, Ventilation for Acceptable Indoor Air Quality. Mechanical ventilation systems designed using the Ventilation Rate Procedure or local code, whichever is more stringent.

Y Prereq 2 Environmental Tobacco Smoke (ETS) Control RequiredPrevent exposure of building occupants and systems to Environmental Tobacco Smoke (ETS).► Prohibit smoking in the building and locate designated smoking areas at least 25 feet from entries, outdoor air intakes and operable windows.

1 Credit 1 Outdoor Air Delivery Monitoring 1Provide capacity for ventilation system monitoring to help sustain occupant comfort and well-being.► Install permanent monitoring systems that provide feedback on ventilation system performance. Provide CO2 monitoring for densely occupied spaces (25 occ./1000sf) Non-densely occupied spaces, provide direct outdoor airflow measurement device.

1 Credit 2 Increased Ventilation 1Provide additional outdoor air ventilation to improve indoor air quality for improved occupant comfort, well-being and productivity.► Increase outdoor air ventilation rates by 30% above minimum rates required by ASHRAE 62.1-2004 as determined in EQ Prerequisite 1.

1 Credit 3.1 Construction IAQ Management Plan, During Construction 1Prevent indoor air quality problems resulting from the construction process in order to help sustain the comfort and well-being of construction workers and building occupants.► Develop an Indoor Air Quality Management plan to meet SMACNA IAQ guidelines for Occupied Buildings During Construciton, 1995 chapter 3. Protect stored on-site or installed absorptive materials from moisture damage. Protect each return grill with MERV 8 filters durign construction, if air handlers must be operated. Replace all filtration media prior to occupancy

1 Credit 3.2 Construction IAQ Management Plan, Before Occupancy 1Prevent indoor air quality problems resulting from the construction process in order to help sustain the comfort and well-being of construction workers and building occupants.► Develop an Indoor Air Quality Management plan to flush-out the building by supplying a total of 14,000 cu ft of outdoor air per sf. May be conducted while building is occupied. OR - conduct a baseline IAQ test per EPA protocol.

1 Credit 4.1 Low-Emitting Materials, Adhesives & Sealants 11 Credit 4.2 Low-Emitting Materials, Paints 11 Credit 4.3 Low-Emitting Materials, Carpet 11 Credit 4.4 Low-Emitting Materials, Composite Wood & Agrifiber 1

Reduce the quantity of indoor air contaminants that are odorous, potentially irritating and/or harmful to the comfort and well-being of installers and occupants.► Maximum acceptable VOC limits will be specified for the materials and no added urea-formaldehyde will be allowed in composit wood assemblies. [Requires careful management of contractors and documentation of materials]

1 Credit 5 Indoor Chemical & Pollutant Source Control 1Minimize exposure of building occupants to potentially hazardous particulates and chemical pollutants.► At all high volume entryways, provide mats or grates to minimize pollutant entry to building. Provide deck-to-deck partioned spaces where chemicals are stored or used (housekeeping closets, copy rooms) with dedicated negative pressure exhaust. Provide MERV 13 filtration material.

1 Credit 6.1 Controllability of Systems, Lighting 1Provide a high level of lighting system control by individual occupants or specific groups in multi-occupant spaces (i.e. class-rooms or conference areas) to promote the productivity, comfort and well-being of building occupants.► Provide individual lighting controls for 90% of building occupants. Provide lighting controllability for all shared multi-occupant spaces.

1 Credit 6.2 Controllability of Systems, Thermal Comfort 1Provide a high level of thermal comfort system control by individual occupants or specific groups in multi-occupant spaces (i.e. class-rooms or conference areas) to promote the productivity, comfort and well-being of building occupants.► Provide individual comfort controls for 50% of the occupants. Operable windows may substitute. Provide comfort controls for all shared multi-occupant spaces.

1 Credit 7.1 Thermal Comfort, Design 1Provide a thermally comfortable environment that supports the productivity and well-being of building occupants.► Maintain temperature and humidity within the ranges specified in ASHRAE 55-2004 Thermal Comfort Conditions for Human Occupancy

1 Credit 7.2 Thermal Comfort, Verification 1Provide for the assessment of building thermal comfort over time.► Implement a thermal comfort survey of building occupants within 6-18 months following occupancy. Agree to develop a plan for corrective action is more than 20% of occupants are dissatisfied.

1 Credit 8.1 Daylight & Views, Daylight 75% of Spaces 1Provide for the building occupants a connection between indoor spaces and the outdoors through the introduction of daylight and views into the regularly occupied areas of the building.► Achieve a daylight factor of 2% in 75% of all regularly occupied spaces.

1 Credit 8.2 Daylight & Views, Views for 90% of Spaces 1Provide for the building occupants a connection between indoor spaces and the outdoors through the introduction of daylight and views into the regularly occupied areas of the building.► Achieve direct line-of-sight to vision glazing for occupants in 90% of all regularly occupied spaces.

Yes ? No

3 2 Innovation & Design Process 5 Points

1 Credit 1.1 Innovation in Design: Public Education / outreach 1

1 Credit 1.2 Innovation in Design: TBD 1



1 Credit 2 LEED™ Accredited Professional 1

Yes ? No

33 18 18 Project Totals (pre-certification estimates) 69 Points

Certified 26-32 points Silver 33-38 points Gold 39-51 points Platinum 52-69 points

IV. Programming


Schematic Design Submission Program

Page 1

Program Background and Assessment The Program below is a detailed description of the spaces that are to be accommodated in the Studio West Addition and Alterations Project as envisioned by representatives of SUNY – Cortland in November of 2007. Existing Building Studio West was constructed in 1948 and converted to academic use in the 1980s; and encompasses 43,400 GSF. The converted one-story building was re-commissioned as academic surge space in 1998; and has undergone incremental alterations since its construction. In 2006 the building was officially recognized as the home of the School of Professional Studies, but as currently constructed and maintained it no longer satisfies the standards demanded for a contemporary Professional Studies facility. Many of its building systems and spaces are inadequate and need to be altered, upgraded or added to. The Building’s exterior of masonry, stucco, and metal siding is indicative of the Building’s many purposes and renovations. Building entrances are inconsistent with campus pedestrian circulation paths. Inside, the building has become difficult to navigate, with some areas disassociated visually from other areas of the building. (A detailed assessment of the existing Studio West Building will be addressed separately from this Program). Recent Master Plan The College recently completed a land use master plan that identified the area surrounding Studio West for long term development. The Master Plan also identified the need to address the campus infrastructure, as a consequence of the long term growth prescribed by the Master Plan. Subsequent to the planning, the College commissioned an energy plan that targeted the Studio West area of the campus as suitable for geothermal energy initiatives. Mission and Identity The overriding mission of the College is to produce outstanding students through academic teaching and hands on experience. The School of Professional Studies, as a part of the overall College, seeks to promote this mission within its disciplines by fostering the following:

Collaboration among the Departments. Historically, geography has hampered collaboration among the departments within the School since some of the departments have been housed in buildings other than Studio West (including Moffett and Park Center). There are synergies among the Departments that could be exploited to the benefit of the overall School, if these Departments were assembled into one facility.

Interaction among faculty and students. Current facilities promote a come-and-go routine among students and faculty forced to leave the campus precinct to meet their needs for: dining, individual and small group study, and even many of the courses required by the School’s curriculum. There is a strong desire among the Department faculty to create an


Program Schematic Design Submission

Page 2

engaging learning environment that seeks to keep students and faculty within the precinct that will be populated by the School (Studio West and Park Center).

School identity. Studio West is located at a major gateway to the campus, but the building’s configuration is not consistent with the importance of this location, or the identity of the School of Professional Studies.

General Information The undergraduate student population of the College is not expected to grow in the long-term future, though according to the Strategic Plan, the graduate programs are expected to grow. Among the Schools, Professional Studies has enjoyed the most growth. There are currently 2,400 students enrolled in degree-programs within the School. Space Program Below is the program developed through discussions at meetings held on the SUNY – Cortland Campus on 30 October, 13 November 2007 and 17 January 2008. General Issues: Engaging Learning Environments Recent research has found that engagement – the tendency of students to feel that they are members of a particular institution – is among the most important concerns in student success. The overarching goal for Studio West is that this Project promote student engagement among the members of the School of Professional Studies and the College population at large. Key issues in creating this kind of a learning environment are:

Promote a 24/7 Environment. Lively environments are engaging environments. Those that support a 24/7 mentality by including all those functions and services students need over a 24-hour timeframe will be the most lively and therefore, the most engaging. Spaces for snacks, coffee or dining, individual and small group study, access to College networks, space and functional mixes that promote building occupancy – these are all essential to creating this 24/7 environment.

Foster Interaction. The Studio West Building should be configured to foster interaction among students and faculty by creating opportunities for informal interaction as well as formal interaction. We know from recent research that these “informal interaction” spaces may be the most important. These can be carved out near classroom entries, located near major circulation nodes or integrated with other more formal common areas.

Address Human Comfort. As humans, we seek comfortable surroundings. We know that these places are also the places where we learn the best. We look for natural light, color, appropriate seating, other humans. The Studio West Building must become this kind of place.



Page 3

Create Place. The Studio West Building must be integrated into the campus to create good exterior spaces that attract student activity, space within the Building that promotes identity and provides a clearly articulated destination for students and faculty.

Teaching Spaces (Classrooms) These are a special part of the learning environment and as such will be integrated to address the overarching program goals noted above. And while there may be differences among the several classrooms planned for this facility, they will all share certain characteristics including:

Data projection capability (with related integrated control systems and connectivity to the Campus network).

Instructor areas within teaching spaces that include chalkboards or marker boards, an interface with the classroom technology that is simple to use (and consistent with campus-wide systems).

Acoustical Characteristics consistent with good classroom design, including adherence to the ANSI Standards.

Common Areas Consistent with the goal for creating a 24/7 learning environment, this Program shall include the following Common Areas:

Lobby. The lobby should be connected to a clear, understandable Building entry sequence and may be associated with one or more of the student lounge areas (see below).

Student Lounges. These should be both small and large, open to circulation areas and more enclosed to provide choice for student learners. Some of these spaces should have direct access to food service, whether this is by way of a vending operation, or a more formal food service operation.

Openness. Common areas should generally be open to programmed areas of the Building to promote engagement through a greater understanding of the Building’s activities.

Connectivity. Wherever possible provide seating with access to the College’s network (by hard wired connection or WiFi) and power (to promote laptop use).

These overarching goals must be integrated with the following program requirements for each Department within Studio West to create the singular engaging learning environment desired. 1.0 Speech Pathology and Audiology (SPA) Department The clinic portion of the Program must be functional for the fall semester of Academic

Year (AY) 2009-2110 to meet the requirements for accreditation of the Master Program. Many of the spaces included in the Program are mandated by the accreditation entity.



Page 4

The clinic must have its own separate entrance either directly from the Building exterior or from a shared lobby. In any case, the clinic must present a professional face to the public. Integration with other student circulation within the building should be avoided.

The clinic is utilized by many wheelchair patients and wheelchair accessibility is critical throughout the facility.

The clinic area requires a dedicated toilet room (for each gender) with changing table.

Toilet rooms may be within or immediately adjacent to the clinic. Natural light is important throughout the facility with the possible exception of some of the

more acoustically sensitive spaces (e.g., the Audiology Suite). Speech Pathology and Audiology Offices

Item Description No.Net Area

(sq. ft.)Total Net Area

(sq. ft.) 1.01 Dept. Chair Office Suite

This is an office suite of the following spaces: Chair Office (240 SF) This should be an enclosed office with space for a small conference table of 4-6 people. Assistant’s Office (120 SF) This can be an open office, but should be located to support the Chair Office functions. Student Waiting, General Office (180 SF) Includes space for Departmental use: copier/fax, files, mailboxes. Storage (120 SF) Secure storage for files and

1 660 660

1.02 Not Used - - - 1.03 Not Used - - - 1.04 Faculty Offices

Desk with computer return. Space for 2 guest chairs. Full height wall shelving along longest wall. Space for (2)5-drawer lateral files. Space for printer or other peripherals. Access to natural light essential. Coat hook. Provide waiting space for students outside office

10 120 1,200

1.05 Part-time Faculty Office Each is dual-occupancy, but otherwise same as Faculty Office, though lacking some of the file and shelving space.

2 120 240

1.06 Graduate Assistants’ Office Each office is triple occupancy, with desk and computer return and one lateral file for each GA workstation (systems furniture may be employed).

2 180 360



Page 5

1.07 File Room Secure, enclosed room for departmental files. Located in storage space in chair’s office.

1 0 0

1.08 Student Library / Workroom Space for use by students doing research and writing reports. Perimeter, wall-mounted shelving for books. 4 - 48” x 60” tables that can be ganged to create one large, central conference table for 12 – 14.

1 350 350

1.09 Not Used. - - - Subtotal – SPA Offices 2,810 Speech Pathology and Audiology Clinic Spaces

Item Description No. Net Area


(sq. ft.)1.11 Reception

Reception Office (168 SF) Glass enclosed transaction counter to waiting rooms (provide H/C accessible counter). Office for a single station at counter along with additional worksurface and file space. Adults’ Waiting Room (220 SF) Lounge seating area adjacent to Reception Office. Children’s Waiting Room (425 SF) Seating for children and adults (parents) as well as play space for children.

1 813 813

1.12 Therapy Rooms (Children) Clinical space for child patient observation and therapy. Central treatment table, base cabinets with sink and wall cabinets along one wall, space for floor-mounted equipment storage within the room. One-way glass to dedicated observation room. Organize therapy rooms off of short corridor(s). Connected to the Landro System. One group therapy room is accommodated here at 200 SF.

4 135 540

1.13 Therapy Rooms (Adults) Clinical space for adult patient observation and therapy. Central treatment table, base cabinets with sink and wall cabinets along one wall. One-way glass to dedicated observation room. Organize therapy rooms off of short corridor(s). Connected to the Landro System.

2 81 162

1.14 Observation Rooms Each secure and adjacent to the therapy rooms with one-way glass viewport. Provide work surface for observer.

6 62 372

1.15 File Room 1 220 220



Page 6

Secure room for confidential files storage and management.

1.16 Storage Room Secure room with wall-mounted shelving for general storage.

1 220 220

1.17 Clinic Materials Room Secure room with wall-mounted shelving for storage of clinical supplies.

1 400 400

1.18 Speech Science Lab Secure research lab with perimeter benches, workstations for one faculty and 2 clinicians, lateral files and an enclosed, secure storage closet.

1 300 300

1.19 Observation Equipment Control Room For the secure storage of valuable clinical equipment

1 200 200

1.20 Audiology Suite Patient testing room. Must be acoustically separate for all surrounding spaces and the building exterior.

1 300 300

1.21 Daily Living Suite Space similar to a studio apartment for use in patient therapies. Include a kitchen, living, bathroom and bedroom area, each with adaptive technology. May be shared with the Dept. of Recreation and Leisure Studies.

1 400 400

1.22 Daily Living Observation Room Similar to other observation rooms, though associated with the Daily Living Suite. Provide one-way glass viewport to Daily Living Suite space(s).

1 80 80

1.23 Infection Control Room Space to clean contaminated toys. Should have deep sink and hand sink (hands-free) with counter for drying. Washer/Dryer hook-up. Wall and base cabinets. No floor drain required.

1 100 100

1.24 Augmentative / Swallowing Lab Secure research lab with perimeter benches, workstations for one faculty and 2 clinicians, lateral files and an enclosed, secure storage closet.

1 300 300

1.25 Exterior Therapy Area Enclosed (fenced) area for use in (Naturalistic) therapies not possible within interior spaces. Space should be mostly turf, though with paved accessways that foster wheelchair access. Space should be immediately accessible to the rest of the Clinic. Space is not dedicated to the clinic and may be used by other Departments. Exterior space, not included in net sf. (800SF)

1 0 0

1.26 Departmental Computer Space 1 150 150



Page 7

For 6-8 students to work on medical record system.

Subtotal – Clinic 4,557 Total - SPA 7,367 2.0 Sport Management Sport Management is the fastest growing department within the School of Professional

Studies and currently includes approximately 450 students in both graduate and undergraduate coursework. The number of students is expected to grow to 625 in years. The Department enjoys a national (and even an international) reputation for excellence. Some of the Sport Management functions may have synergies with Kinesiology functions.

Sport Management Offices



(sq. ft.)2.01 Dept. Chair Office Suite

This is an office suite of the following spaces: Chair Office (240 SF) This should be an enclosed office with space for a small conference table of 4-6 people. Assistant’s Office (120 SF) This can be an open office, but should be located to support the Chair Office functions. Student Waiting, General Office (180 SF) Includes space for Departmental use: copier/fax, files, mailboxes. Storage (120 SF) Secure storage for files

1 660 660

2.02 Faculty Offices Desk with computer return. Space for 2 guest chairs. Full height wall shelving along longest wall. Space for (2)5-drawer lateral files. Space for printer or other peripherals. Access to natural light essential. Coat hook. Provide waiting space for students outside office

14 120 1,680

2.03 Part-time Faculty Office Each is dual-occupancy, but otherwise same as Faculty Office, though lacking some of the file and shelving space.

2 120 240


4 180 720

2.05 Not Used. - - -2.06 Internship/Career Services Center & Library

Space for use by intern/students researching career opportunities. Perimeter, wall-mounted

1 200 200



Page 8

shelving for books. 4 - 48” x 60” tables, each with a computer (and outlets for additional laptops).

2.07 Special Events Planning Lab and Work Room Space for use by students who plan special events throughout the year with industry leaders and professionals.

1 300 300

2.08 Satellite YSI Office 1 120 120 Subtotal – Sport Management Offices 3,770 Sport Management Classrooms and Labs



(sq. ft.) 2.11 SMTLC – Room 125

Classroom for 36 students 1 1,802 1,802

2.12 SMTLC – Room 128 Classroom for 30 students

1 541 541

2.13 SMTLC – Room 131 Classroom for 30 students Applied Sales & Marketing Laboratory Suite (See Item #2.13) For use in giving students hands on training in applied sales and marketing in sport management. Space assigned to Classroom 131, reducing the need for new space. Ideally, the space consists of following 4 areas: Role-Playing Office (100 SF) Office space configured for use by students in role-playing exercises that will be videotaped. Focus Group Meeting Room (120 SF) Essentially, a small conference room for 6-8students. Discussions will be videotaped. Audio-Video Command Center (130 SF) This is the technology hub of the suite. It should be located to allow one-way glass access into the Role-Playing Office and Focus Group Meeting Room. Space for A/V equipment and computer server(s). Training Room / Classroom (850 SF) This is a flexible classroom space for 30-32 students at computer tables.

1 1,200 1,200

2.14 SMTLC – Room 130A Computer-enhanced, Seminar Room for 16 students

1 351 351

2.15 SMTLC – Room 130B File server and storage room

1 205 205

2.16 Not Used. - - - 2.17 SMTLC – Sport Video Production Studio

This is a small video-production studio for use by students. This will be scheduled in Classroom

1 441 441



Page 9

130A/B 2.18 Joint SPM/ESSS/PE/Recaction – Simulation

Studio (2400 sf) A destination laboratory for use in analyzing complex sport activities (such as a NASCAR pit stop). To be accommodated in a future phase.

1 0 0

Subtotal - Sport Management Classrooms and Labs

4,540

Total - Sport Management 8,310 3.0 Kinesiology Kinesiology is a fast-growing Department within the School of Professional Studies, with

both undergraduate and graduate degree programs. Some of the Kinesiology spaces and functions may have synergies with the Sport Management.

Kinesiology Offices



(sq. ft.)3.01 Dept. Chair Office Suite

This is an office suite of the following spaces: Chair Office (240 SF) This should be an enclosed office with space for a small conference table of 4-6 people. Assistant’s Office (120 SF) This can be an open office, but should be located to support the Chair Office functions. Student Waiting, General Office (180 SF) Includes space for Departmental use: copier/fax, files, mailboxes. Storage (120 SF) Secure storage for files

1 660 660

3.02 Not Used. - - -3.03 Not Used. - - -3.04 Faculty Offices

Desk with computer return. Space for 2 guest chairs. Full height wall shelving along longest wall. Space for (2)5-drawer lateral files. Space for printer or other peripherals. Access to natural light essential. Coat hook. Provide waiting space for students outside office

15 120 1,800

3.05 Visiting or Part-time Faculty Office Each is dual-occupancy, but otherwise same as Faculty Office, though lacking some of the file and shelving space.

2 120 240


4 180 720



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3.07 Student Club Office Secure office to support SPA Club functions, including: small group meeting area, files, storage and work surface for 4 individuals. Space provided in shared student work room.

1 0 0

Subtotal – Kinesiology Offices 3,420 Kinesiology Classrooms and Labs



(sq. ft.) 3.11 Biomechanics Laboratory

Teaching and research laboratory for 25 students for the study of human motion. Space should have 10’ min. ceiling ht. (12’ preferred), and considerable open space for specialized equipment and active, large scale experimentation with human subjects. Spaces should have either no natural light, or limited natural light that is readily controllable. There should be lighting control for the different zones within this space. Dedicated space within the lab includes: Teaching Area (450 SF) Tablet arm chairs arranged in lecture fashion with teaching wall (chalkboard and projection screen). In-Ground Force-Plate Area (750 SF) Research area with image capture/analysis, in-ground forceplate, stabilometer, an analog EMG system and an insole pressure measurement system. Four desktop computer stations. Gait Analysis Area (400 SF) For teaching and research into the human gait. Includes staging area, computer analysis work area, pressure mat runway, space for a trolleyed EMG. Infrastructure for mounting several video cameras to view subjects. Dedicated Storage Area (150 SF)

1 1,750 1,750

3.12 Motor Behavior Laboratories Motor Behavior Teaching Laboratory (800 SF) Laboratory for 20 students. Perimeter bench space and open central area preferred. Room proportion of 1:1.5 with 12’ minimum ceiling ht. optimum. Provide door connection to Motor Behavior Computer Laboratory. Motor Behavior Computer Laboratory (600 SF) Computer Lab with 20 student positions at 20 computers. Data projection required. Provide door connection to Motor Behavior Teaching Laboratory.

1 1,600 1,600



Page 11

Motor Behavior Research Laboratory (200 SF) Dedicated lab space for conducting faculty and student research. A 9’ ceiling height is acceptable in this space.

3.13 Exercise Physiology Laboratory / Fitness Testing Exercise Physiology Lab will share spaces with CORE. Areas include approximately 1,000 SF for lecture to 50 students and 1,200 SF for research, including the relocation of the environmental chamber from Park Center, a fitness assessment area and a body composition area that includes hydrostatic weighing and BOD POD. Fitness Testing (600 SF) Space for student fitness testing of human subjects using several pieces of testing equipment: a bicycle ergometer, a flexibility testing box, a weight bench, stretch mats and an exam table.

1 3,000 3,000

3.14 Center for Obesity Research and Education (CORE) A research and teaching facility that will test and treat human subjects from the general public. A direct entry from the Building exterior is preferred, though dedicated entry off of a common lobby is acceptable. This space will share resources with 3.13. Testing Areas (970 SF) BOD POD Caloric Assessment Fitness Assessment Gait Lab Nutrition Assessment Physical Activity Education Data Analysis (50 SF) Secure Storage (50 SF) Conference Room (150) General Storage (100 SF) Bathroom/Changing Area (200) Offices (580 SF) Main Office @ 80 SF Staff/Reception @ 100 SF Play area for children @200 SF 2 Graduate Assistants @ 60 SF Records @ 60 SF 2 Privacy Spaces (Physician/Nurse) Interdisciplinary Resource Hub (700 SF) 2 Computer Spaces @ 100SF 2 Office Spaces @ 60 SF ea. Library Resource Center @ 480 SF

1 1,000 1,000



Page 12

3.15 Common Laboratory Equipment Room Storage room

1 250 250

3.16 Not Used. - - - 3.17 Not Used. - - - Subtotal - Kinesiology 7,600 Total - Kinesiology 11,020 4.0 Recreation, Parks and Leisure Studies (RPLS) Department Recreation, Parks and Leisure Studies is the oldest and most well-known department on

Campus, since 1948. It offers undergraduate degrees and four Masters degrees. RPLS needs span from the outdoors to the Clinic where they work with SPA.

Recreation, Parks and Leisure Studies Offices



(sq. ft.) 4.01 Dept. Chair Office Suite

This is an office suite of the following spaces: Chair Office (240 SF) This should be an enclosed office with space for a small conference table of 4-6 people with windows. Assistant’s Office (120 SF) This can be an open office, but should be located to support the Chair Office functions with windows. Student Waiting, General Office (180 SF) Includes space for Departmental use: copier/fax, files, mailboxes. Storage (120 SF) Secure storage for files and

1 660 660

4.02 Not Used. - - - 4.03 Not Used. - - - 4.04 Faculty Offices

Desk with computer return. Space for 2 guest chairs. Full height wall shelving along longest wall. Space for (2)5-drawer lateral files. Space for printer or other peripherals. Windows are essential. Coat hook. Provide waiting space for students outside office with windows.

8 120 960

4.05 Visiting or Part-time Faculty Office Each is dual-occupancy, but otherwise same as Faculty Office, though lacking some of the file and shelving space.

2 120 240


2 180 360



Page 13

4.07 Not Used. - - - Subtotal – Recreation, Parks and Leisure

Studies Offices 2,220

Recreation, Parks and Leisure Studies Classrooms and Labs Recreation, Parks and Leisure Studies classes involve teaching a broad range of courses from management to therapy to outdoor recreation and park management. Instruction can be experimental in nature, depending on the course. Natural light and a visual connection to the outdoors are very important. The program relies on an interactive pedagogy that includes extensive small group study within and outside the classroom. Classroom spaces should be flexible and easily modified in short order. Built-in items should be very limited and lighting should support flexible room layouts. Technology is critically important in classroom and lab spaces.



(sq. ft.)4.11 Outdoor Education Lab

For use in teaching students the use of outdoor recreation theory and practice for 25 students. Technology Classroom. Must be adjacent to OE Workshop and Ooutdoor Gear Storage.

1 800 800

4.12 Outdoor Education Workshop/Lab Extension/Dry Repair Area Gear storage for outdoor recreation, including but not limited to: kayaks, windsurfers, canoes, paddles and 2 trailers. Secure trip staging area. Must be adjacent to Outdoor Education Lab and Outdoor Gear Storage.

1 1,100 1,100

4.12a Secure Gear Storage Room For backpacks, tents, sleeping bags, stoves, dry bags and more. Humidity control and ventilation essential. Must be adjacent to Outdoor Education Lab and Outdoor Education Workshop.

1 600 600

4.13 Coalition for Education in the Outdoors OfficeOffice for CEO, a national organization affiliated/headquartered in the RPLS Department since 1986, including storage of back issues. Publication of Taproot and Research in Outdoor Education Space. Must include a private enclosed director’s office (with full height walls and doors).

1 120 120

4.14 RLS Special Events Planning Lab This has had more space than this allocated since 1948. Space is essential for the work.

1 150 150

4.15 Play/TR Teaching Lab/IRRC/CEO shared spaces Open space for use in teaching therapeutic recreation interventions and cultural play activities. Cabinet or closet storage along one

1 450 450



Page 14

wall. Must store over 6 wheelchairs along with adaptive equipment and large play equipment.

4.16 Internship Resources Room Private enclosed office

1 120 120

4.17 Recreation Resource Center Staff office (120 SF)

1 120 120

4.18 Not Used. - - - 4.19 Not Used. - - - Subtotal – Recreation, Parks and Leisure

Studies Classrooms and Labs 3,460

Total – Recreation, Parks and Leisure Studies

5,680

5.0 Studio West Program Spaces Dean’s Offices The Dean currently has offices in the Studio West Building, the program below is based

on these existing spaces.



(sq. ft.) 5.01 Dean’s Office 1 240 240 5.02 Offices 3 120 360 5.03 Conference Room

Room to be shared with Departments. 1 250 250

5.04 Storage Files, office supplies 1 100 100 5.05 Open Office – Space for copier/fax, files,

reception, waiting. 1 180 180

5.06 Associate Dean’s Office 1 180 180 Subtotal – Dean’s Offices 1,310 Shared Spaces



(sq. ft.) 5.20 Student Workroom Open workroom with secure

storage spaces. 1 400 400

5.21 Shared Computer Lab 2 900 1,800 5.22 Shared Work Room 1 240 240 5.23 Shared Conference Room – One conference

room for 22 people. One conference room should be located in the Clinic. Additionally, conference room will be shared with the Dean’s Office, see 5.03.

2 1@5801@190

770

5.24 Competitive classrooms 60 Person 40 Person The Health Department’s First Aid Class will be a requirement for many Professional Studies

24

15001000

6,000



Page 15

Students. Consideration should given to provide storage in a classroom for the dummys needed to teach the class.

5.25 Lobby/Lounge 1 1,220 1,2205.26 Toilet Rooms

Proposed occupancy at 982 requires 22 fixtures. - 1,156 1,156

5.27 Utility/Mechanical - 1,432 1,4325.28 Mail Room 1 136 1365.29 Break Room 159 1595.30 Cafe 107 1075.31 Shower 3 27-56 110 Subtotal - Shared 13,530 Total - Shared 14,840 TOTAL OF ALL PROGRAM REQUESTS 47,344 6.0 Physical Education (PE) Department This Department is currently housed in the Park Center and will not be part of the Studio

West Project Program. No detailed program is, therefore, provided. The square foot numbers used below are based on the existing space at Park Center.

RLS space in Park Center vacated by its move to Studio West will likely be used by PE for five (5) additional office spaces: 3 related to the new MS degree program, and 2 related to the planned Student Life Center. Other space vacated in Park Center will be utilized for other programs outside the School of Professional Studies.

PE uses the hydrostatic weight tank that is also utilized by Kinesiology (see above) and

would continue to use this equipment, if it moves to Studio West. Currently, the equipment is underutilized, and better, more appropriate space in Studio west would likely enhance its utilization.

Physical Education Department Offices



(sq. ft.)6.01 Faculty Offices – Single

8 offices to move from Studio West – 1,500 SF

29 105-268 4,853

6.02 Faculty Offices - Double

7 127-480 1,792

6.03 Conference Room – 14 people

1 266 266

6.05 Storage - general 4 114-486 997



Page 16

Subtotal – Physical Education Offices 7,908 Physical Education Department Classrooms and Labs



(sq. ft.) 6.06 Human Performance Lab – shared with

Kinesiology; moving to Studio West

1 1,200 1,200

6.07 Training Room Lab

1 875 875

6.08 Activity Areas Includes Skating Rink, Pool, Gym, Squash & Racquet Ball Courts

30 592-15,725 104,796

6.09 Facilities Includes Locker Rooms

29 80-6,080 23,437

6.10 Service Spaces Auxiliary spaces serving activity areas

30 40-4964 17,746

Subtotal – Physical Education Classrooms and Labs

148,054

Total – Physical Education 155,962 7.0 Health Department This Department is currently housed in the Moffett Center and will not be part of the

Studio West Project Program. No detailed program is, therefore, provided. Health Department Offices



(sq. ft.) 7.01 Faculty Offices - Single

17 120 2040

7.02 Faculty Offices - Double

5 200 1,000

7.03 Conference Chair Office 1 180 180 7.04 Department Reception/Secretarial Office 1 140 140

7.05 Work Study Students 1 80 80 7.06 Conference Room/Resource Room – 20

people

1 400 400

7.07 Work Room – mail room, duplicating area

1 50 50

7.08 Storage - supplies

1 80 80



Page 17

7.09 File Room 1 100 100 Subtotal – Health Department Offices 4,070

Health Department Classrooms and Labs



(sq. ft.)7.10 Lab – First Aid, also a classroom

30 1,350 1,350

7.11 Lab – Computer Lab

24 480 480

7.12 Storage – off of computer lab

1 75 75

Subtotal – Health Department Classrooms and Labs

1,905

Total – Health Department 5,975 End of Program Requests

Studio West Addition AlterationsSUNY Cortland

Existing vs. Requested Program 20 August 2008

EXISTING - Speech Pathology & Audiology REQUESTED - Speech Pathology & Audiology Building Room Description No. Net Sf Total Item Description No. Net Sf Total CommentsMcDonald 201 Chair's Office 1 180 180 1.01 Department ChairMcDonald 208 Office 1 180 180 Chair Office 1 240 240McDonald 209 Office 1 192 192 Open Office 1 180 180 WaitingMcDonald 213 Office 1 160 160 Assistant Office 1 120 120 Locate in open officeMcDonald 214 Office 1 200 200 Storage 1 120 120 160 sf cap for storage/supplyMcDonald 216 Office 1 120 120 1.02 Seminar 1 0 0McDonald 217 Office 1 286 286 1.03 Student Work Room 1 0 0 Shared work room - see 5.20McDonald 218 Office 1 192 192 1.04 Faculty Offices 10 120 1,200McDonald 118 Office 1 168 168 1.05 Part time Faculty 2 120 240McDonald 210 Storage 1 90 90 1.06 Graduate Assistants 2 180 360 60 sf/grad triple occupancyMcDonald 211 Storage 1 40 40 1.07 File Room 1 0 0 Storage in Chair's officeMcDonald 212 Closet 1 60 60 1.08 Student Library/Wkrm 1 350 350McDonald 301 Storage 1 192 192 1.09 Department Computer 2 0 0 Shared Labs - 5.21McDonald 302 Storage 1 40 40McDonald 303 Storage 1 30 30McDonald 305 Storage 1 128 128McDonald 306 Storage 1 160 160McDonald 307 Storage 1 500 500McDonald 121 RM/Library 1 220 220

Subtotal - Offices 3,138 Subtotal - Offices 2,810 Difference -328

McDonald 120 Waiting Room 1 425 425 1.11 ReceptionMcDonald 106A Therapy Room 1 57 57 Office 1 168 168McDonald 106B Therapy Room 1 57 57 Adults Waiting 1 220 220McDonald 106C Therapy Room 1 64 64 Kids Waiting 1 425 425McDonald 110 Therapy Room 1 95 95 1.12 Therapy Rooms (child) 4 135 540McDonald 107 Therapy Room 1 135 135 1.13 Therapy Rooms (adult) 2 81 162McDonald 102 Observation Room 1 40 40 1.14 Observation 6 62 372McDonald 104 Observation Room 1 36 36 1.15 File Room 1 220 220McDonald 106D Observation Room 1 56 56 1.16 Storage Room 1 220 220McDonald 105 Observation Room 1 54 54 1.17 Clinic Materials 1 400 400McDonald 108 Observation Room 1 62 62 1.18 Speech Science Lab 1 300 300McDonald 115A Observation Room 1 36 36 1.19 Observation Eq. Room 1 200 200McDonald 111 Materials Storage 1 50 50 1.20 Audiology Suite 1 300 300McDonald 112 Tech. Room 1 40 40 1.21 Daily Living Suite 1 400 400McDonald 112A Storage 1 40 40McDonald 115 Diagnostic Room 1 81 81 1.22 Daily Living Observation 1 80 80McDonald 111A Clinician Conference Room 1 10 10 1.23 Infection Control 1 100 100McDonald 109 Work Room 1 80 80 1.24 Swallowing Lab 1 300 300McDonald 101 Audiology Suite 1 160 160 1.25 Exterior Therapy 1 800 800 Exterior space - not included in net sf

1.26 Department Computer 1 150 1501.27 Break Room 1 0 0 For the building; see 5.29

Subtotal - Clinic 1,578 Subtotal - Clinic 4,557 Difference 2,979TOTAL 4,716 TOTAL 7,367 2,651

KSS Architects Schematic Design Submission Page 1



EXISTING - Sports Management REQUESTED - Sports ManagementBuilding Room Description No. Net Sf Total Item Description No. Net Sf Total CommentsStudio W 156F Chair Office 1 180 180 2.01 Department ChairStudio W 156 Open Office/Reception 1 84 84 Chair Office 1 240 240Studio W 156A Assistant Office 1 100 100 Open Office 1 180 180Studio W 156A Storage 1 120 120 Assistant Office 1 120 120 Assistant in open officeStudio W 156 Open Offices 8 110 880 Storage 1 120 120 160 sf cap for storage/file/supplyStudio W 112a Office- Part-time Faculty 1 99 99 2.02 Faculty Office 14 120 1,680 14 Faculty offices Studio W 112a Office - Grad. Assistants 1 135 135 2.03 Part-time Faculty 2 120 240Studio W. 112a Open Offices 3 110 330 2.04 Graduate Assistants 4 180 720 60 sf/grad triple occupancyStudio W Internship/Career Svcs 1 180 180 2.05 Student Work Room 1 0 0 Shared - see 5.20Studio W Special Events Lab 1 240 240 2.06 Internship/Career Svcs 1 350 350 Combined with 2.07

2.07 Special Events Lab 1 0 0 Combined with 2.062.08 Satelitte YSI Office 1 120 120

Subtotal - Offices 2,348 Subtotal - Offices 3,770 Difference 1,422

Studio W 125 SMTLC Classrm/Lab 1 1802 1,802 2.11 SMTLC Room 125 1 1,802 1,802 Existing to remainStudio W 128 SMTLC Computer Classrm 1 541 541 2.12 SMTLC Room 128 1 541 541 Existing to remain

Studio W 131 SMTLC Classroom 1 797 7972.13 SMTLC Room 131 1 1,200 1,200 Reconfigure room to

accommodate item 2.16.

Studio W 130A SMTLC Computer Lab 1 351 3512.14 SMTLC Room 130A 1 351 351 Exist. to remain, must

combine with 2.15 & 2.17

Studio W 130B SMTLC Server 1 205 2052.15 SMTLC Room 130B 1 205 205 Exist. to remain, must

combine with 2.14 & 2.172.16 Applied Sales & Marketing Scheduled in Classroom 131

Role Play Office @100 1 Reconfigure room to Focus Group Meeting @120 1 accommodate additional SF.Audio Video Command @130 1Training Rm/Classrm @ 850 1

2.17 SMTLC Sport Video 1 441 441 Scheduled in Classroom 131, must combine with 2.14 & 2.15

2.18 Joint Simulation Studio 1 0 0 2,400 sf - future phaseSubtotal - Class/Lab 3,696 Subtotal - Class/Lab 4,540 Difference 844TOTAL 6,044 TOTAL 8,310 2,266




EXISTING - Kinesiology REQUESTED - KinesiologyBuilding Room Description No. Net Sf Total Item Description No. Net Sf Total CommentsStudio W 138A Department Office 1 329 329 3.01 Department ChairStudio W 138 Chair's Office 1 200 200 Chair Office 1 240 240Studio W 112A Open Offices Open Office 1 180 180 includes circulation

A3, A4, A5 3 100 300 Assistant Office 1 120 120 assistant in open office A6 1 90 90 Storage 1 120 120A12, A13, A14 3 136 408 3.02 Seminar Room 1 0 0

Studio W 162 Office 1 144 144 3.03 Conference Room 1 0 0 To be shared by departmentsStudio W 163 Office 1 160 160 3.04 Faculty Offices 15 120 1,800Studio W 164 Office 1 144 144 3.05 Part-time Faculty 2 120 240Studio W 143 Office 1 195 195 3.06 Graduate Assist. 4 180 720 60 sf/grad triple occupancyStudio W 145 Office 1 210 210 3.07 Student Work Room 1 0 0 Shared work room - see 5.20Studio W 147 Office 1 210 210Studio W 150 Office 1 210 210Studio W 152 Office 1 210 210Park C243 Office 1 204 204

Subtotal - Offices 3,014 Subtotal - Offices 3,420 Difference 406

Studio W 136 Motor Behavior Lab 1 611 611 3.11 Biomechanics Lab Lab for 25 studentsStudio W 139 Motor Behavior Computer Lab 1 425 425 Lecture Room 1 450 450 "AV" Classroom, 18sf/stationStudio W 153 Bio Mechanics Lab 1 1477 1,477 In-Ground Force Plate 1 750 750Park C244A Lab 1 1300 1,300 Gait Analysis Area 1 400 400Park C244B Lab 1 675 675 Dedicated Storage 1 150 150Park C245 Lab 1 400 400 3.12 Motor Behavior Lab Lab for 20 students

Teaching Lab 1 800 800Computer Lab 1 600 600Research Lab 1 200 200

3.13 Exercise Physiology Lab 3,000 3,000 Share functions w/CORELecture Room Shared with 5.24Research LabFitness Testing

3.14 CORE 1,000 1,000 Share functions w/3.13Testing Areas 1Data Analysis 1Secure Storage 1Conference Room 1General Storage 1Bathroom/Changing 1Main Office 1Reception 1Play Area - children 1Graduate Assistants 2Records 1Physician/Nurse 2 Private consultation

Interdisciplinary ResourcesComputer Room 2Office Spaces 2Library Resource 1

3.15 Common Lab Server Rm 1 250 250 `3.16 File Server Room 1 0 0 Server in Miller

Subtotal - Class/Lab 4,888 3.17 Computer Laboratory 1 0 0 Shared lab - see 5.11VH Lab - Lost at 1000SF 1,000 Subtotal - Class/Lab 7,600 Difference -1,302

TOTAL 8,902 TOTAL 11,020 2,118




EXISTING - Recreation, Parks & Leisure Studies REQUESTED - Recreation, Parks & Leisure Studies Building Room Description No. Net Sf Total Item Description No. Net Sf Total CommentsPark 335 Chair Office 1 175 175 4.01 Department ChairPark 333 Assistant Office 1 99 99 Chair Office 1 240 240Park 334 Student Wating/General 1 228 228 Open Office 1 180 180Park 336 Storage 1 107 107 Assistant Office 1 120 120Park 329 Seminar/Work Room 1 230 230 Storage 1 120 120 160 sf cap for storage/file/supplyPark 314 Faculty Office 1 120 120 4.02 Seminar Room 1 0 0 share with other departmentsPark 315 Faculty Office 1 120 120 4.03 Conference Room 1 0 0 share with other departmentsPark 316 Faculty Office 1 162 162 4.04 Faculty Offices 8 120 960 adding growth for next 10 yrs.

Park 327 Faculty Office 1 174 1744.05 Part-time Faculty 2 120 240 4-6 adjuncts currently

sharing space

Park 328 Faculty Office 1 145 145

4.06 Graduate Assist. 2 180 360 60 sf/grad triple occupancy; currently 6 GAs share space

Park 330 Faculty Office 1 160 160 4.07 Student Workroom 1 0 0 Shared - see 5.20Park 331 Faculty Office 1 160 160Park 329A Visit/Part-time Faculty 1 125 125Park 329B Graduate Assistant 1 125 125

Park 203Student Workroom - shared with APEM Club 1 125 125Subtotal - Offices 2,255 Subtotal - Offices 2,220 Difference -35

Park A308 Outdoor Education Lab 1 532 4.11 Outdoor Education Lab 1 800 800 Current lab is too small; with additional space can eliminate using classroom and lab at same time, technology capabilities required

Park Pool Storage

Area

Outdoor Education Garage 1 4.12 Outdoor Education Garage 1 1,100 1,100 Current storage space includes personal garage and shed; major logistical and security problems

Park A308a Gear Storage 1 280 280 4.12a Secure Gear Storage 1 600 600 Current space too smallPark 329C Coalition for Education in Outdoors 1 250 250 4.13 Coalition for Education in Outdoors 1 120 120 Extra space is needed to

make up loss of adjacent workroom.

Park 324 Coalition for Education in Outdoors - closet 1 25 25 4.14 RPLS Special Events Lab 1 150 150Park Dance Studio Play/TR Teaching Lab 1 2,400 2,400 4.15 Shared GA/TR Teaching Lab 1 450 450 Currently also use Moffett

Gym at 6,700 SFPark 329 Internship Resource Room -

shared with 329 Seminar/Work room

0 0 4.16 Internship Resources 1 120 120

Park 307 Classroom 1 1,380 1,380 4.17 Inclusive Recreation Resource Ctr.Park 306 Storage 1 115 115 Staff office 1 120 120Studio W 112a Recreation Resource

B4, B6 and open area 710 710Studio W 112a Special Events Lab 4.18 RPLS Technology Classrm 1 0 0 share classroom with other

departmentsB5 + 1 2 150 300 4.19 Computer Lab 1 0 0 share lab with other

departmentsSubtotal - Class/Lab 5,992 Subtotal - Class/Lab 3,460 Difference -2,532TOTAL 8,247 TOTAL 5,680 -2,567




EXISTING - Studio West Program REQUESTED - Studio West ProgramBuilding Room Description No. Net Sf Total Item Description No. Net Sf Total CommentsStudio W 112B Conference 1 191 191 5.01 Deans Office 1 240 240Studio W 115 Dean's Office 1 645 645 5.02 Offices 3 120 360Studio W 116-119 Offices 4 200+/- 823 5.03 Conference Room 1 250 250 Both Private access into

Dean's office and public access into hallway.

Studio W 122 Storage 1 60 60 5.04 Storage 1 100 100Studio W 112A Youth Sport Institute ` 5.05 Open Office 1 180 180

Offices 4 0 5.06 Associate Dean's Office 1 180 180Office/Workroom 1 0

Subtotal - Dean's offices 1,719 Subtotal - Dean's Offices 1,310 Difference -409

Studio W 101 Classroom 1 1497 1,497 5.20 Shared Student Work Room 1 400 400 Workroom w/lockers Studio W 103 Classroom 1 742 742 5.21 Shared Computer Lab 2 900 1,800Studio W 104 Classroom 1 742 742 5.22 Shared Work Room 1 240 240Studio W 132 Classroom 1 750 750 5.23 Shared Conference Room 2 770 770 5.03 also to be shared.Studio W 133 Classroom 1 1,260 1,260 5.24 Competitive Classrooms 6 6,000 6,000 One classroom shared with 3.13Studio W 134 Classroom 1 950 950 2 @ 1500 SF & 4 @ 1000SF

5.25 Lobby/Lounge 1 1,220 1,2205.26 Toilet Rooms 1,156 1,1565.27 Utility/Mechanical 1,432 1,4325.28 Mail Room 1 136 1365.29 Break Room 1 159 1595.30 Café 1 107 1075.31 Shower 3 27-56 110

Subtotal - Shared 5,941 Subtotal - Shared 13,530 Difference 7,589

Total - Existing 35,569 Total - Requested 47,217 Difference 11,648Net to Gross 73% 64,681




EXISTING - Physical Education Physical Education to remain in Park Center, therefore, no requested program provided.Building Room Description No. Net Sf TotalP/SW Faculty Offices - Single 29 105-268 4,853Park Faculty Offices - Double 7 127-480 1,792Park Conference Room 1 266 266Park Storage 4 114-486 997

Subtotal - Offices 7,908

Park C244 Human Perf Lab 1 1200 1,200Park Training Room Lab 1 875 875Park Activity Areas 30 592- 104,796

Skating, Pool, Gym, 15,725Squash, Raquet Ball

Park Facilities 29 80-6080 23,437Includes Locker Rm

Park Service Spaces 30 40-4964 17,776Subtotal - Class/Lab 148,084TOTAL 155,992

EXISTING - Health Department Health Department to remain in Moffett, therefore, no requested program provided.Building Room Description No. Net Sf TotalMoffett Faculty Offices - Single 17 120 2040Moffett Faculty Offices - Double 5 200 1000Moffett Conference Chair Office 1 180 180Moffett Dept. Reception/Secretary 1 140 140Moffett Work Study Students 1 80 80Moffett Conf. Rm/Resource Rm 1 400 400Moffett Work Room 1 50 50Moffett Storage - Supplies 1 80 80Moffett File Room 1 100 100

Subtotal - Offices 4,070

Moffett Lab - First Aid/Classroom 1 1350 1350Moffett Lab - Computer Lab 1 480 480Moffett Storage (Computer Lab) 1 75 75

Subtotal - Class/Lab 1,905TOTAL 5,975


V. Schematic Design


Schematic Design Submission Narrative of Construction

Page 1

Narrative of Construction The addition and alterations to Studio West will be constructed in accordance with the State University of New York, and technical specifications for Divisions 01- 33 as outlined below. Please note that construction documents will not be proprietary unless absolutely necessary to ensure coordination or quality. Where only one manufacturer is listed in this narrative, additional research will occur during subsequent phases to identify one or two additional qualified manufacturers to promote a competitive bidding environment. Division 01: - Construction Delivery Method: Single Prime General Contractor. - Studio West Addition and Alterations will be designed to LEED standards. - Project Schedule:

- Project Area available for construction: January 2008. - Construction Complete: January 2010 – Addition Complete and August 2010 –

remainder of the project. - Abatement of hazardous material (asbestos) is not included in this project. - Alternates:

- Alternate #1: - Remove new lightwells from scope of work.

- Alternate #2: - Use Ametco Perforated Panel in lieu of Centria Panel.

- Alternate #3: - Use Hunter Douglas Exterior Screen in lieu of Centria Panel..

- Alternate #4: - Clad existing building in 2” Insulated Metal Panel in lieu of painting exterior, insulating

on the interior and adding a garden wall on the north side. - Cutting and Patching:

- Concrete floor and wall construction. - Roof deck assembly at locations of new lightwells and new Energy Recovery Units. - Concrete masonry interior and exterior walls. - Brick exterior wythe.

- Submittals: - Construction Schedule. - Product data. - Shop drawings. - Coordination drawings. - Review period: 10 working days unless noted, 15 working days for Divisions 6, 15 and

16. - Project Close-out (all contracts):

- Operation and Maintenance manuals.


Narrative of Construction Schematic Design Submission

Page 2

- As-built drawings. - Final walk-through with Facilities Planning and Plant Operations personnel. - Training for Plant Operations personnel.

Division 02: - Refer to Site narrative that follows this outline for Civil Engineering scope of work. - Selective demolition as indicated on drawings, including removal of the following:

- Interior doors, frames, and hardware; unless noted otherwise. - Interior finishes. - Exterior windows, doors, and storefront assemblies. - Roof assembly (built-up roofing, insulation, flashings, copings, drains, etc.). - HVAC, Plumbing, and Electrical systems as outlined in Divisions 15 and 16.

Division 03: - Cast-in-place concrete. - Patching of existing concrete floor slab; level slab at Biomechanics Lab. - Elevated slab at existing garage. Backfill with slab-on-grade. - Slab-on-grade at Addition. - Concrete fill of metal pan stairs at Addition. Division 04: - Cutting and patching of existing masonry exterior walls and interior partitions. - Brick. - Cast Stone. Division 05: - Structural steel framing at Addition and within existing building to frame new lightwells. - Miscellaneous metals:

- Loose steel lintels. - Clip angles. - Above-ceiling support bracing for toilet partitions. - Concealed support for countertops in Toilet Rooms.

- Steel pan stairs at Addition. - Railings at new stairs:

- Interior: Painted steel guardrails. (Handrails to be wood, specified in Division 06) - Ornamental metal fabrications:

- Provide canopies as indicated on drawings. - Provide sun screens as indicated on the drawings.

Division 06: - At least 60% of wood and wood products used at Studio West are to comply with Forest

Stewardship Council Guidelines for environmentally responsible forest management.



Page 3

- Pressure-treated wood blocking at roof perimeter and at curbs at roof penetrations. - Fire-retardant-treated plywood backing panels at Telecommunications and Electrical Closets. - Architectural Woodwork:

- Window sills throughout Project Area: Wood - Countertops:

- Toilet Rooms: Solid surfacing material as manufactured by DuPont (Corian) or Formica (Surell). Provide steel support for front edge of countertops, including posts concealed within metal stud-framed partitions. Manufacturer’s full range of colors.

- Labs and Kitchenette: Plastic laminate on particleboard substrate. Manufacturer’s full range of colors.

- Base cabinets in Labs and SPA Daily Living Suite: - Plastic laminate on particleboard substrate. - Two colors of plastic laminate. - Flush overlay doors. - Hafele operating and decorative hardware. - 100-pound drawer slides.

- Adjustable Wall-Mounted Shelving in Storage Rooms and RPLS Secure Gear Storage: - Back panel: Veneer on plywood, with solid wood edgebanding. - Heavy-duty standards and brackets by Knape & Vogt or other acceptable

manufacturer. Maximum standard spacing to be 30 inches on center. - Shelves: Plastic laminate on particleboard substrate, with solid wood edgebanding

on all four sides. Shelves 12 inches deep. - Benches: Wood veneer on particleboard, with solid wood edgebanding on exposed

edges. Steel uni-strut support framing. - Handrails for interior stairs and ramps: solid wood, natural finish. Reinforce handrail with

a continuous steel bar set into the bottom of the handrail. Where handrail is anchored directly to wall, provide aluminum support brackets 2’-6” on center.

Division 07: - Waterproofing:

- Addition foundation walls: Self-adhered HDPE waterproofing membrane applied to foundation walls. Apply drainage board to walls on top of membrane, and protect drainage board with gravel wrapped in geotextile. Basis of design: Bituthene System 4000 manufactured by Grace Construction Products.

- Addition elevator pit: Composite Bentonite waterproofing system. Basis of Design: Volclay Swelltite manufactured by CETCO.

- Building Insulation: - Existing perimeter walls: batt insulation. - Light wells: 9 inches of batt insulation, between metal stud framing. - Addition:



Page 4

- Below-slab: 2 inches of polystyrene insulation, 4 feet wide, along perimeter of addition.

- Metal Panels: Basis of Design: Centria Econolap ¾”. - Addition: Solid and perforated as shown on the drawings. - Existing: Perforated as shown on the drawings.

- Metal Roof: at Addition. - Built-Up Roofing: by BarrettCo., Garland or Fields.

- Color: Black - FM I-90 wind resistance rating. - UL Class B Assembly. - Accessories to be compatible with roofing and manufactured by same company.

Accessories shall include, but not be limited to, the following: - Walkway pads. - Fasteners. - Mastics and adhesives (VOC-free). - Expansion joint between existing building and Addition. - Termination bars and counterflashing. - Roof insulation: Minimum 4 inches of rigid insulation, applied in at least two equal

layers with staggered seams. Tapered insulation on top of rigid insulation to achieve slope of ¼ inch per foot, minimum.

- Warranty: 15 years for Roofing System; 20 years for Material. “No Dollar Limit” warranty.

- Sheet metal flashing and trim: Stainless steel through-wall flashing at Addition. - Roof Accessories:

- Roof curbs at new penetrations, minimum 18 inches tall. - Metal roof edge: At perimeter of each roof area, provide custom-formed aluminum roof

edge with stepped profile as indicated on Architectural drawings. Total height of roof edge on exposed side is approximately 10 inches. - Anchoring device for roof edge to be extruded aluminum, minimum 1/8-inch thick,

continuous along roof perimeter. - Roof edge color to match Architect’s sample (custom color).

- Firestopping at penetrations in rated construction, and at penetrations in Classroom partitions, regardless of rating. Firestopping of telecommunications cabling penetrations shall be removable pillows or bags.

- Joint sealants between dissimilar materials: - Paintable, acrylic sealant at interior locations unless noted. - Anti-fungal silicone sealant at interior damp areas (toilet rooms, custodial closets,

kitchenettes, and crawl space). - Silicone sealant for exterior materials. Provide four custom colors to match colors of

primary exterior materials. - Expansion joint between existing building and Addition:

- Inner seal: pre-compressed filler between new and existing construction.



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- Outer seal: polyurethane backer block with field-applied silicone sealant exposed surface. Provide custom color for field-applied sealant.

- Manufacturer: MM Systems, or other acceptable manufacturer. Division 08: - Exterior doors and door frames to be galvanized hollow metal with fully welded seams.

- Double-rabbet frames, grouted solid. - Doors to be thermally insulated with C-channel closures at top and bottom.

- Interior door and window frames to be welded hollow metal, except where frames are installed in existing openings. In those locations joints in frames are to be filled and ground smooth to match the appearance of welded frames.

- Doors will be painted hollow metal & solid core wood, natural finish at interior storefront. - Access doors:

- Unless otherwise noted: primed steel, with perimeter flange formed to accept joint compound.

- Toilet rooms: Stainless steel, with stainless steel frame. - Size: 16” x 16”. - Screwdriver cam operation.

- Aluminum Storefront Assemblies: Replace existing doors and frames with thermally-broken aluminum storefront system as indicated on the drawings. Storefront to be manufactured by same manufacturer as aluminum window assemblies, and to match color of windows and curtain wall. Doors to be wide-stile (heavy-duty) type. - Use storefront system at light wells also.

- Aluminum Windows: Thermally-broken aluminum window assemblies, as manufactured by Kawneer, Wausau, or EFCO. Provide one operable panel in each vertical glazing bay. - Basis of Design: Kawneer 8225 system. - Finish: Anodized aluminum. - Provide aluminum panning at window perimeter (exterior only). - Operation: Double-sash or awning type (no casements).

- Hardware: - Finish: Satin chrome or stainless steel. - Locksets. - Panic/Exit Devices - Kickplates both sides of doors. - Astragals on double doors. - Closers. - Coordinators and hold-opens. - Hinges. - Sound gasketing. - Operating hardware for building entrances and toilet rooms. - Electronic access control hardware at building entrances and each computer laboratory. - Automatic Door Openers: At north entrance and Clinic entrance at the addition. - Glass and Glazing:



Page 6

- Exterior: - North Elevation: 1-inch insulated (double) glazing, with low-E coating on the #3

surface. - East, South, and West Elevations: 1-inch insulated (double glazing), with outer lite of

Solarban 60 manufactured by PPG, Pilkington Solar-E or equal by Sun-Guard. - Interior:

- Unless noted otherwise: Safety glazing, non-fire-resistance rated, ¼-inch thick. - Rated locations: FireLite Plus, manufactured by Technical Glass Products, SGG

Pyroswiss or equal by Pyrobel. - Two-way glass at Clinic Therapy/Observation Rooms.

Division 09: - Gypsum board assemblies:

- 5/8” gypsum wall board, Type X at fire-resistance rated partitions. - Moisture-resistant board in Toilet Rooms and Custodial Closets.

- Framing: Minimum 20 gage, 16 inches on center. - All partitions (studs and GWB) at Classrooms, offices and SPA Clinic Spaces shall

extend from floor to underside of structure above. Provide sound attenuation insulation in all new partitions.

- Provide two layers of GWB on each side of metal framing studs for acoustical isolation between Classrooms, and between Classrooms and adjacent corridors. Minimum STC rating = 55.

- Drying-type joint compound, level 4 finish at all exposed locations unless noted otherwise.

- Setting-type joint compound, level 4 finish in toilet rooms and custodial closets. - Ceramic Tile (Toilet Rooms):

- Floor: 2”x2” unglazed mosaics, with coved corner at base. - Wall: 3”x6” glazed tiles, lavoratory wall only to 7’ AFF.

- Acoustical panel ceilings: As manufactured by Armstrong, USG, or BPB (Celotex). Panels and grid to have high recycled content.

- Rubber cove base: Johnsonite or Roppe. 4 inches tall. - Concrete Refinishing System at Corridors, Classrooms, Labs, Kitchenettes and Workrooms.

- Basis of Design: RetroPlate - Carpet Tile: At offices and conference rooms. Carpet to contain high recycled content.

Adhesive to be VOC-free. Carpet by Shaw, Lees or Miliken. - Acoustical Wall Panels:

- Classrooms: Provide fabric-wrapped acoustical wall panels around back perimeter of room.

- Panels: Fiberglass board, 6 pounds per cubic foot. - Mounting method: Z-clips, minimum 4 per panel.

- Painting: All new and existing surfaces within Project Area are to be painted with VOC-free paints: - Primer plus 2 coats on all surfaces.



Page 7

- Existing exterior brick to be painted: Power wash, apply 1 coat masonry primer and 2 coats exterior latex finish.

- Existing EIFS to be painted: Clean, apply 1 coat latex primer and 2 coats of exterior latex finish, flat.

- Manufacturers: Benjamin Moore, Sherwin-Williams Co., and Devoe. Division 10: - Visual Display Equipment:

- Markerboards: Enameled steel on honeycomb substrate, manufactured by BangorCork Co., Greensteel, or Polyvision (formerly Nelson Adams).

- Extruded aluminum perimeter trim and markertray. Finish: clear anodized aluminum. - In Classrooms provide vertically-sliding markerboard units. Each unit to have three

markerboards. Total markerboard size in each room to be 48 inches tall and 12 feet long. Overall unit height is approximately 8 feet.

- Bulletin Boards: - Cork: manufacturer’s standard color. Frameless.

- Toilet Compartments: - Material: Solid plastic using at least 50% recycled material (post-consumer and post-

industrial) by Santana Products, Capitol Partition or Comtec. - Finish: Color as selected by Architect from full range of available colors. Hardware:

Stainless steel, barrier-free design. - Ceiling-hung design with continuous wall bracket and continuous hinge.

- Signs: - Dimensional letter building signage: At (2) building entrances, aluminum letters, each 8

inches tall. - Code-required signage:

- To direct building occupants to exits in the event of an emergency. - Identification for toilet rooms, exit stairs, and elevator. - Plastic signs with raised alphanumeric and Braille characters.

- Fire extinguishers and cabinets: - Semi-recessed cabinets. - Stainless steel cabinets. - ABC extinguishers.

- Toilet Accessories (all stainless steel and surface mounted unless otherwise noted): - Grab bars: (2) per accessible stall. - Toilet Paper dispenser. - Sanitary napkin receptacle, (1) per stall in Women’s toilet rooms. - Coat hooks, (1) per stall. - Paper Towel dispenser and receptacle. - Mirrors: (1) per lavatory, 24 inches wide by 60 inches tall. - Soap Dispenser. - PVC pipe protection at all lavatories: wrap hot and cold supply pipes, valves, and drain

piping.



Page 8

Division 11: - Environmental Chamber: Existing equipment in Park Center to be disassembled and

reassembled in the Kinesiology Exercise Physiology Lab. - Audiometric Examination Suite for Clinic: By Acoustic Systems, model no. RS-258. Owner

furnished – contractor installed. - Appliances:

- Refrigerator. - Kitchenettes: Undercounter size. - Staff Lunch Room: Small free-standing unit with freezer compartment.

- Microwave oven. Division 12: - Projection Screens:

- Manufacturers: Da-Lite or Draper. - Basis of Design: “Envoy”, manufactured by Draper.

- Operation: Motorized. - Provide screens with above-ceiling housing and ceiling closure door. - (5) Classrooms:

- 2 screens per Classroom, 96” x 96”. - (2)Conference Rooms:

- 1 screen, 72” x 72”. - Window treatment:

- All windows: horizontal mini-blinds. Color as selected by Architect from full range of available colors for this product.

- (2) Classrooms: Light-blocking, motorized shades as manufactured by MechoShade, Maco or Draper Shade & Screen Co. (in addition to mini-blinds).

- Floor Mats: - Heavy-duty walk-off mat tiles. Provide tiles to cover vestibule floor area, or 40 square

feet where no vestibule is provided. Division 13: - Card Access:

- Interface Panels: Best Access Systems (no substitutions) Electric Locks: HES, Best Access Systems, Von Duprin or approved equivalent Request to Exit: Detection Systems, or approved equivalent Proximity Card Reader: HID or approved equivalent

Door Contacts: GRI, Sentrol or approved equivalent Power Supplies: Altronix or approved equivalent Division 14: - Hydraulic Elevator:

- Manufacturers: Otis, Dover or Schindler. - 2-stop.



Page 9

- Stainless steel jamb surrounds and cab doors. - Cab finishes:

- Floor: Linoleum. - Walls: Panels with plastic laminate finished surfaces. - Ceiling: Translucent panels (manufacturer’s standard).

- One year maintenance and service contract included. Service personnel must be on campus to diagnose a problem within 4 hours of call by University personnel.

Division 21: Fire Protection

Existing Conditions

Fire Protection Sprinkler System - The building is fully sprinklered by a hydraulically calculated sprinkler system installed in

1997. The system is in good shape and will remain in areas of minimum renovation.

General Demolition Work:

The building is currently protected by a wet type automatic sprinkler system. Branch sprinkler piping and heads will be removed in all areas except the rooms at the northwest corner that will remain.

New Fire Protection Systems

Wet Sprinklers - The existing fire alarm valve and exterior backflow preventer shall remain. A hydrant flow

test will be performed in order to determine the available flow and pressures in accordance with NFPA 13. The hydrant flow test should be performed following the procedures outline in NFPA 291.

- The existing sprinkler heads and branch piping will be removed except in the mechanical room, toilet rooms and three classrooms that will remain.

- Sprinkler coverage will be provided throughout the existing building and the new addition. The sprinkler system will be hydraulically calculated and designed for Light Hazard occupancy in accordance with NFPA 13, except mechanical and electric rooms which will be ordinary hazard, group I.

- All sprinkler piping and fittings will be roll grooved, schedule 40 black steel with mechanical couplings.

SUCF Directive Compliance per Schematic Design Checklist

- Proposed sprinkler system work per Directive 15F-1: The existing 6" fire service will

remain for the sprinkler system. The building classification per NFPA 13 will be light hazard, and a 0.10 density of water will be used. The calculations will use the 0.10 density over the most remote area of 1500 square modified by NFPA 13 -11.2.3.2.1. paragraph allowing a square foot reduction of 40% when using quick response sprinklers, or a final remote area of 900 sq.ft. Sprinkler design will be based on current Hydrant Flow data collected at the site.



Page 10

Division 22: Plumbing:

Existing Conditions Water Service - The existing water supply to the building is protected by an exterior backflow preventer

located in an insulated heated box on the site. A 2-inch domestic water service with water meter and a 6-inch fire service with alarm valve are located in a separate water service room adjacent to the main lobby on the north side of the building. The water services are to remain.

Domestic Water - Water lines are insulated copper lines. Distribution is generally above corridor ceilings.

Piping is reported to be in good shape and will remain. Domestic Hot Water - Domestic hot water is supplied from electric storage type water heaters located near the

toilet rooms that they serve. Sanitary System - Underground sanitary drainage is cast iron, and there are no reported problems with the

drainage system. There are reported problems with the exterior sanitary system leaving the east side of the building. This line dates from the original 1950 building.

Storm System - The roof is drained thru interior rain leaders to underfloor storm drain lines. The drains

exit the building to exterior drywells. There is no reported problem with the storm system. Natural Gas System - Natural gas service was added to the building in the 1998 renovation. A 6" gas main is

run thru the building from the meter location on the southeast corner of the building, to the boiler room at the center of the north side of the building. It is in good shape and will remain.

Plumbing Fixtures - Fixtures are generally vitreous china fixtures, with manual flush valves on the water

closets and metering faucets on the public lavatories. Dual Height electric water coolers per ADA guidelines are currently installed.

General Demolition Work: The following is a general description of the plumbing system demolition work. Included are the domestic cold and hot water piping, sanitary and vent piping and the storm water piping systems. - All existing domestic cold and hot water piping throughout the building that is not being

re-used shall be removed. - All existing underground and above ground sanitary sewer and vent piping within the

building that is not being re-used shall be removed above the floor or abandoned and plugged below the floor.



Page 11

- Existing plumbing fixtures will be removed as required for new construction. All flush valves and faucets should be turned over to SUNY Cortland facilities.

New Plumbing Systems Domestic Water - The existing water service and water meter should be upgraded to a 3-inch service. The

current 2-inch service is small for the project is 20% increase in plumbing fixtures. The calculated water demand by Fixture units is 100 gpm maximum instantaneous water demand.

- New domestic water distribution piping will be throughout the building except at the existing men and women bathrooms to remain near the building entrance. New piping will be provided to the new addition to serve the new sanitary facilities including all water closets, urinals, lavatories, kitchen sinks, water fountains and service sinks.

- Domestic hot water will be provided by gas fired water heaters in mechanical rooms close to the toilet rooms in the existing building. The domestic hot water in the new addition will be provided by a 40 gallon electric water heater with connection to the geothermal building heating/cooling system for water preheat.

- Water closets will be provided with a dual flush valve, 1.1/1.6 gallons per flush. Urinals will be provided with electronic operated flush valves.

- All new domestic cold and hot water piping will be type L hard copper tube with soldered-joint fittings and soldered joints. Hot water return piping will be type K hard copper tube, per SUNY Cortland standards.

- All new domestic cold and hot water shall be provided with minimum 1-inch insulation and shall be supported with horizontal and vertical pipe hangars in accordance with the requirements of the International Plumbing Code.

Sanitary Sewer - New sanitary waste and vent piping will be provided to serve the new sanitary facilities,

including mechanical room floor drains. - All new above ground sanitary waste and vent piping will be service weight, no-hub cast

iron pipe with no-hub cast iron fittings and shielded stainless steel no-hub couplings. All new below-slab sanitary waste and vent piping will be service weight, hub and spigot cast iron pipe with hub and spigot fittings and push on gasket joints.

- Floor drains will be provided in all gang toilet rooms and mechanical rooms. - Low flow fixtures will be utilized. These include low flow urinals (0.125 gpf), ultra-low flow

water closets (1.28 gpf) and low flow metering faucets at the lavatories (0.25 gallons per operation).

- All sanitary and vent piping shall be supported with horizontal and vertical pipe hangars in accordance with the requirements of the Plumbing Code of New York State.

- The new elevator pit will be provided with a sump pump. Storm Water - New roof drains will be provided for the new addition. - A secondary, or emergency, roof drain system shall be installed in accordance with the

requirements of the Plumbing Code of New York State. This system will be separate from the primary system and will discharge at grade in a location that can be observed by maintenance personnel.

- All new storm water piping and rainwater conductor piping will be provided from the roof drains and will connect the buildings roof drainage to the new site storm water system on the exterior of the building. All above-ground storm water piping inside of the building will



Page 12

be no-hub cast iron pipe with no-hub fittings and stainless steel no-hub couplings. All underground storm water piping, within the building, will be service weight, hub and spigot cast iron pipe with hub and spigot fittings and push on gasket joints.

SUCF Directive Compliance per Schematic Design Checklist

- Proposed gas system work per Directive 15P-1: The existing boiler plant will be renovated. The new addition will be heated by electric heat pumps connected to geothermal wells There is no additional gas load anticipated.

- Proposed backflow prevention system work per Directive 15P-5: The water main service the Studio West building currently has a backflow preventer located on the site. No additional backflow preventer will be required on either the domestic or the fire service inside the building.

- Proposed compliance with Energy Conservation Program Directive 1B-6: Compliance for plumbing includes: Controls to shut off circulating pumps and de-energize heaters during unoccupied or night periods. There will be a Maximum 120ºF hot water to the building. Showers will have low flow shower heads.

Division 23: Mechanical

Description of Existing System The existing HVAC air systems in the building consist of three variable volume packaged roof top units (RTUs). The roof top units are cooling only units that are ducted to variable air volume boxes with hot water reheat. The RTUs are approximately 10 years old and are in fair to good condition. The air is distributed to the zones by a fully ducted supply and return air system. Heat is provided by a combination of the preheat coil in the discharge duct served by RTUs and in the reheat coils at the variable air volume (VAV) boxes. It is reported that the preheat coils rarely operate. It is likely that the mixed air temperatures are high enough so that these preheat coils are not required and the reheat coils at the VAV boxes are adequate for heat. Ventilation air is introduced at the RTUs, mixed with the return air, and supplied to the space as a fraction of the supply air. Heat is supplied to the hot water heating loop from three boilers. The boilers were installed approximately 10 years ago and they appear to be in fair to good condition. Based upon the equipment schedules the boiler plant has an output capacity of 3,174 MBH. The hot water heating is arranged as a primary-secondary loop. Each boiler is equipped with constant flow dedicated pump and the main loop is equipped with two constant speed pumps operating in a lead/lag arrangement. There are reported issues with frequent leaking at the dielectric unions. Central direct digital controls (DDC) in the building are limited. There is DDC control of the boiler plant and the fans in the building, but the central rooftop units are not well integrated into the building control system so operator adjustment is minimal. The zone VAV boxes are



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controlled by pneumatics and are not integrated in to the central DDC system so that monitoring zone operation and system troubleshooting is limited. General Demolition Work The following is a general description of the mechanical systems being removed that currently serve the building. - The existing ductwork distribution system and terminal VAV boxes will be removed. - A portion of the existing boiler plant and associated piping system will remain to provide

supplementary heat to the heat pump loop. The toilet exhaust ductwork and associated exhaust fans at the north entrance will be reused. The remaining exhaust systems will be removed.

- The existing cabinet unit heaters at the building entrances will be removed. - All existing controls will be removed, consisting of, but not limited, to the air compressor,

compressed air piping to all pneumatic actuators, temperature sensors, pressure sensors, freeze-stats, fire-stats, control panels, room and duct mounted thermostats and all 110v control circuits.

Design Criteria Ventilation Spaces will be ventilated in accordance with the New York State Mechanical Code or AHRAE 62.1-2004, whichever is higher. Supply Air Quantity The supply air quantities for each space will be determined by the cooling loads. Sound Criteria The HVAC system will be designed to provide noise criteria (NC) of 35-40 for the classrooms and dry laboratories. Private offices HVAC systems will be designed to provide NC levels of 25-35. Corridors and Lobbies will be designed to provide NC levels of 40-45. Acoustically critical areas systems will be designed to provide NC levels of 25-35. Duct Velocities Duct velocities will be determined based on the space maximum NC levels and the type of ceilings present. The duct velocities will be in accordance with Table 3 in chapter 47 of the ASHRAE 2007 Applications Handbook. Duct velocities will not exceed 1500 fpm. Water Velocities Water velocities will be limited to 4 fps in piping 2" and smaller. Piping above 2" will be sized based on the friction losses with a maximum friction loss of 4 ft hd/100 ft of pipe. Heating and Cooling Loads: The building heating and cooling loads were calculated using the Carrier Hourly Analysis program (HAP). The peak loads of the building are listed below in tabular format. Peak Space Load (MBH) Peak Ventilation Load

(MBH)* Total Load (MBH)

Cooling 1,022 102 1,124 Heating 635 600 1,235



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*Ventilation load includes credit for 50% energy recovery Description of Systems: Heating/Cooling Source and Distribution Alteration Zone mounted geothermal water source heat pumps will be used to provide comfort conditioning for alterations. The units will be mounted in or adjacent to their respective zones. Addition Zone mounted geothermal water source heat pumps will be used to provide comfort conditioning for the majority of the addition. The units will be mounted in or adjacent to their respective zones. The acoustically critical areas (audiology lab) will be served by dual temperature fan coil units. The dual temperature fan coil units will be served by the water to water heat pump units. The water to water heat pumps will serve a dual temperature loop. This dual temperature loop will provide approximately 140 deg F water during the heating season and 50 deg F water in the cooling season. This loop will serve the ventilation unit, the dual temperature coils on the fan coil units and the cabinet heaters at the entrances and exits. The zone heating coils and cabinet heaters will be locked out during the cooling season. Air-Handling Systems Three air handling systems will be provided. The air handling systems will be used to provide conditioned outside air to the spaces. All space conditioning will be accomplished at the zone level. The alteration areas will be served by two (2) roof mounted energy recovery units. These units will be equipped with gas-fired heat, direct-expansion cooling and a hot gas reheat dehumidifier. The units will be variable volume units that will modulate the ventilation rate based upon zone demand. The energy recovery unit in the addition will be mounted in the penthouse. The unit will contain a dual temperature coil served by the bank of water-water heat pumps. Zones will be equipped with 2-position isolation dampers and the ventilation rate will be indexed to maintain space carbon dioxide levels. Lower occupancy zones will be equipped with 2-postion isolation dampers that will be interlocked with the space lighting occupancy sensor.

Duct Distribution Systems Supply, return, ventilation and exhaust systems will be fully ducted systems. Galvanized steel will be used for the ventilation and exhaust systems and most of the supply and return systems. Flexible duct will be used for branch run outs to diffusers and will be limited to 3 ft. The ductwork will be sized per SMACNA duct construction standards Piping System



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Piping will be arranged in a primary secondary arrangement. The geothermal loop will be a variable speed primary loop that will modulate flow based upon loop temperature. The indoor loop will be a variable flow system modulating based on differential pressure. Schedule 40 steel piping will be used for interior piping 2-1/2" and up. Copper piping will be used for interior piping 2" and down. SDR 11 High Density Polyethylene will be used for the exterior loop piping. Dielectric waterways will be specified in lieu of dielectric unions. Exhaust Systems Exhaust systems will be provided in the addition and the alteration area for all toilet rooms, janitors' closets, copy rooms and other spaces that produce contaminants or odors. System Control A central electronic direct digital control (DDC) system will be provided for the addition and the alteration. The control system will be specified as a native BACnet system. This system will control the zone temperatures in all occupied spaces and will enable and disable cooling and heating plants. The control system will also have the capability of receiving inputs from the gas, electric and water meters, which will allow easy access to the building energy consumption information.

Division 26: Electrical

Existing Conditions: - Electrical Service:

The existing electrical service is a 600 amps, 480 volt, 3-phase, 4-wire service that originates at the Building #38 substation. Building #38 substation provides a 600 amp, 480 volt feeder to a 500 KVA pad mounted transformer located on the south side of the Studio West Building. The existing pad mount transformer is a 480 volt primary/480 secondary transformer that supplies the 600 amps service to the Studio West Building's Main Distribution Panel (MDP). The existing transformer is fitted with 2.5% taps that reduce the effects of voltage drop on the 600 amp service. (Distance between building #38 and Studio West transformer is approximately 1200 feet.) The existing MDP is an 800 amp switchboard with a 800 amp main breaker with a trip setting set at 600 amps that serves as the building's service disconnect and transformer secondary over-current protection. From the MDP all the 480/277 volt building loads and step-down transformers for the 208/120 volt loads are served.

- Lighting: The majority of the Studio West Building's lighting is a combination of surface and recessed fluorescent lights. Light fixtures in teaching/classroom areas are controlled with dual level switching. Most areas have occupancy sensors that provide automatic shut-off of lights when rooms are unoccupied.

- Tel/Data: Existing outdoor cabling (fiber, telephone, and cable TV) enter the building via underground conduits and terminate in the Main Equipment Room where it interfaces with the intrabuilding backbone cabling. Existing switches, racks, and patch panels are located in the main equipment room, and a small tel/data closet. Backbone cabling is



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distributed throughout the building via cable tray. Phone outlets are located in all teaching/classroom areas and offices. Data ports are provided in offices and select areas throughout the building. Tel/Data outlets are mounted in vertical raceway (power poles) in many areas.

- Fire Alarm: The existing Fire Alarm Control Panel (FACP) is located in the Main Electric Room and provides zoned smoke and heat detection for the building. FACP also serves manual pull stations and notifications devices (horn/strobe units) throughout the building. Remote Fire Alarm Panels with Graphic displays are located at the East and North Main entrances to the Studio West Building.

General Demolition Work: The following is a general description of the electrical systems being removed that currently serve the building. - Remove existing primary conductors from Building #38 Substation to Studio West pad-

mount transformer (480 Volt, 3-phase). Existing underground conduits to remain. - Remove existing secondary conductors from Studio West pad-mount transformer to main

distribution switchboard (480 Volt, 3-phase). - Remove existing 500 KVA pad mount transformer. - Remove existing light fixtures, receptacles, and other electrical devices to accommodate

the renovation and addition to, the Studio West building. Electrical Service and Distribution: - Provide 750 KVA pad mounted transformer (13,800 Volt, 3-phase delta primary and

480Y/277 Volt, 3-phase, Four-Wire secondary). - Provide a metal enclosed medium voltage switch. Switch to be connected to the existing

13,800 volt switchgear line-up located in building substation room. - Provide #2 aluminum medium voltage primary feeder to new pad mount transformer.

Feeders to be routed in existing underground ductbank and new ductbank extended to new transformer. Refer to drawing for addition information.

- Provide secondary conductors in existing conduits from the new pad mount transformer to the Studio West Existing Main Distribution Switchboard.

- Change trip setting on the existing 800 amp main circuit breaker in the existing Studio West Main Distribution Switchboard (480 Volt, 3-phase). This circuit breaker will serve as the over-current protection for the switchboard and the transformer secondary.

- Provide circuit breakers in main distribution switchboard for panelboards and mechanical equipment. Circuit breakers to be provided with lockout hardware.

- Provide dry-type transformers for 208/120 volt loads. - Provide new lighting and receptacle panelboards and associated wiring. - Acceptable manufactures for all panelboards and transformers are: Square D, Cutler

Hammer, and Siemens. - All wiring means will utilize EMT conduit from the panelboard to the first device on the

circuit. All downstream from first device will utilize metal clad (MC) cable. MC cable directly from the panelboard will not be acceptable.

- All horizontal cable distribution within walls will utilize EMT conduit from accessible location above acoustical ceiling to device back-box.

- All circuits will be run with an equipment ground conductor. - All outlet and switch cover plates to be labeled with circuit information.



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Lighting: - Provide new interior lighting. New lighting will consist of fluorescent light fixtures with T-8

fluorescent lamps. - Provide dual technology motion detectors to turn off and on lights in all classrooms and

conference rooms with manual override. - Emergency lighting will be provided via emergency circuits to lighting fixtures located in

the building. - Exterior lighting will be provided at egress locations to ensure 1 foot-candle during

emergency situations. The exterior lights will be controlled by the building's existing photocell, or programmable time clock.

Fire Alarm: - Provide equipment, wiring and accessories to extend existing fire alarm system for a

complete electrically supervised fire alarm system - Notification devices (i.e. horns and strobes) will be installed in accordance with the

Americans with Disabilities Act (ADA) and NFPA 72. - Detection devices will be installed in all areas in accordance with NFPA 72. - Type B wiring arrangement will be utilized. - HVAC shut-tripping will be provided for air handling units for supply fan greater than

2,000 cfm and supply and return fans for systems greater than 15,000 cfm.

Telecommunications - Interior horizontal and riser tele/data wiring will be provided to accommodate renovations

and the addition. Existing campus backbone telephone cable will be reused. Existing campus backbone fiber optic cable will be reused. New surge suppression and distribution panels will be provided.

- Telecommunication installation will include wiring, devices, raceway. etc. - A preliminary scope of telecommunications /data devices includes:

1. Computer Labs - (1) device per student 2. Workstations/Offices - (2) Duplex ports on opposite walls 3. Conference Rooms - (2) Quad boxes 4. Classrooms - (1) device per every four students

- Provide wireless access points to provide full wireless network coverage.

Security - CCTV Raceway: - Conduit will be provided for television cabling in all classrooms. One (1) wall-box will be

provided for each classroom, One (1) 3/4" conduit will extend from each wall box to a point above ceiling in the nearest corridor. This conduit will be stubbed into the corridor ceiling for future installation of CCTV cabling.

- One (1) 2'x2'x8" deep pull-box will be provided in the ground floor communications closet of the building. One (1) 4" conduit will extend from this pull-box to a similar pull-box in the communications closet on each floor to above each corridor ceiling.

- Cable trays will be provided above corridor ceilings. These cable trays will be used to support CCTV cabling extending from the communications closet conduit to classroom wall-box.

Audio Visual: - Audio/visual systems shall be provided in classrooms. A/V will consist of interface

between instructor stations and ceiling-mounted projectors. - Dedicated electrical circuits to be provided for all classroom/lab audio/visual system

equipment.



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- Light fixture locations will be coordinated with audio/visual equipment. Narrative of Construction – Site The site improvements, which will be constructed in conjunction with the Studio West Addition and renovations, will generally consist of providing new parking and vehicular circulation opportunities, new greenspace, and improving pedestrian circulation. The addition is proposed to be constructed along the east side of the existing building, and offset from the existing building approximately 40 feet. There will be a corridor connecting the existing building to the addition. Site work for the project primarily addresses the area east of the existing building, which is directly impacted by the addition, as well as some site improvements along the west side of the existing building. Along the entire east side of the addition, it is proposed to install a landscape strip with and wide sidewalk, to provide a distinct pedestrian route along the building, for access to the north and south sides, as well as the new addition entrances. The addition is located within the existing 18 car parking lot, to accommodate parking demand, a new parking lot is proposed along the east side of the addition. The parking will be designed to optimize parking spaces and it is anticipated that 10-18 spaces could be provided, depending on the desired parking lot size. The new parking lot access will be located on the south side, to the existing service roadway. As part of the SUNY master plan, Folmer Drive is to be eliminated in the future, so the proposed access to the service roadway will fit within the future roadway circulation. At the southwest corner of the addition, a garage is proposed, and a new driveway accessing the service roadway is proposed at this location. Between the east side of the existing building and the new addition, a large courtyard will be created, north of the connecting corridor. The courtyard will be approximately 45 ft. by 125 ft. and will be open along the north side. The courtyard will be seeded and landscaped, with a paved patio (approximately 850 SF) and hardscape amenities for student use. On the south side of the corridor, between the buildings, another green space will be created. Construction of the addition will impact a number of utilities, which currently exist on the east side of the building. The intent of the utility improvements will be to relocate all utilities from underneath the addition. The affected utilities, which will be impacted and require relocation/ replacement are: a watermain, a sanitary line, a gas service line, and numerous drainage lines. There is an 8 inch water main which runs along the north side of the building, then angles across the east side of the site. It will be necessary to relocate approximately 250 LF of the watermain, around the proposed addition. It will be also be necessary to relocate an existing gas service to the building. The gas meter for the existing building is located at the southeast corner of the building on the east side, with a gas service extending east of the building. A 120 LF section of the gas service will require relocation around the addition. There is also an existing 6 inch sanitary sewer line, which is located at the approximate center of the east side of the existing building, extending eastward to the roadway intersection. It is proposed to relocate 120 LF of the 6 inch line to run southward, through the new courtyard and



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tie directly into a 15 “ sanitary line which is located within the service road along the south side of the site. There are numerous drain lines on the east side of the existing building, which will require redesign and replacement to address the existing building, the addition roof drain needs and the new parking lot. New drainage facilities will be installed in the parking lot to convey drainage flow to existing drain systems and/or drywells. Construction of the new parking lot will decrease the size of the existing green space that extends between the existing parking lot and the Folmer Drive/ Pashley Dr intersection, and will require removal of approximately 10 mature trees. The new parking lot will be located approximately 70 feet from the roadway intersection, resulting in a remaining green space of approximately 4,900 SF. New landscaping is proposed within the greenspace, as well as relocation of the existing art pieces and signs. The SUNY masterplan proposes future elimination of Folmer Drive, and construction of a new traffic circle for the intersection of Pashley Dr. and the un-named service roadway. The new parking lot, adjacent to the addition, has been designed to fit within the constraints of the future masterplan improvements. On the west side of the building, site improvements are proposed to provide new greenspace and improved pedestrian circulation. This greenspace will sit on top of the geothermal well field that will service the mechanical system for the building. There will be approximately 44 wells at 500 feet below grade. The courtyard will be seeded and landscaped, and there will be new sidewalks leading from the parking lot to the building entrances. As the new courtyard will be located within an existing low area, it is proposed that the existing drainage inlets and piping in the area be retained. In conjunction with the new courtyard, the existing driveway on the west side of Studio West, which accesses the parking lot from Folmer Drive, will be shifted approximately 50 ft. westward. The new driveway alignment and adjacent parking layout will be delineated with landscaped islands. The existing perpendicular parking along the west side of the building, which causes conflicts between pedestrians and vehicular circulation, will be eliminated. This will improve safety in this location. The driveway realignment and construction of the courtyard will result in the loss of approximately 36 parking spaces. Along the south side of the building, as requested by the college, existing parking along the service road will generally be maintained. However, near the southeast corner of the existing building, there will be a new driveway for the garage in the addition. The driveway will extend to the service roadway, and will result in the loss of 3 parking spaces. Narrative of Construction – Structure Garage Floor Raising the level of the garage floor three feet (3ft) +/- can be accomplished in several ways. Absent complete soils data, including groundwater levels, the least expensive route will be to fill the void with select structural material with an under drain system. The fill would then be covered with a structural slab. The topping slab can be integral with the structural or added to the structural slab to bring the garage floor to the desired elevation. If, however, ground water is a significant issue, it may be best to replace the select fill with a lightweight concrete and avoid the need for under drains all together. Skylights



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The two proposed skylight will require the addition of supports on the roof superstructure system with some additional strengthening of connection/framing/bracing/as will be dictated by structural analysis during final design. The patching of the existing skylight will require minimal new structural details with the reuse of some structural components from the existing if possible. Sunscreens Sunscreens, metal canopies, etc. can probably be connected to the existing structural systems with minimal alterations/strengthening required. Waterproofing details will be of greater importance/complexity than structural details. The connections to the building will be governed by wind load and snow load and will be designed accordingly. Roof Mounted Units Based on the final location, size and weight of roof mounted units, strengthening of the roof superstructure will be designed and new framing details developed. Addition The design of the addition is anticipated to be slab on grade with spread footing foundations. In the unlikely event that soils data indicates that conditions warrant pile foundations, the available options will be investigated/evaluated at that time. It is important to note, however, that the required soil bearing pressure and characteristics for the addition may be significantly different/greater than the existing building due to the increase from single-story to two-story plus a more stringent building code for seismic forces. The proposed sloped roof of the addition makes steel beam construction cost competitive with open web joists, but final selection of the roof superstructure will be made during final design. The second level floor system will be selected using a ‘best fit’ type analysis that will consider weight reduction (to save on support steel), noise insulation options (governed by varying sound proofing needs based on space usage), accommodation of utility runs, etc.

VI. Implementation


Schematic Design Submission Schedule

Page 1

Schedule The College would like to have the Speech Pathology and Audiology Clinic operational by January 2010 and meeting this deadline would facilitate the program’s accreditation for the Spring semester. While the existing building will be occupied during construction, the Clinic is housed in the addition and its construction could be independent from the alterations. The following schedule shows a construction completion date of December 2009 for the addition and August 2010 for the alterations. We have accommodated a two week review period in between each of the design phases. Please note that both schedules allow for a bidding and negotiations period of 12 weeks.

KSS Architects LLP 150 S. Independence Mall West Suite 944 Philadelphia, PA 19106

Studio West Alterations and Addition

State University of New York - Cortland20 August 2008Proposed Project Schedule

2007 2008 2009 2010Phase Oct. Nov. Dec. J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D

Design Activity - PastDesign ActivityCollege ActivityConstruction ActivityAgency Review

Move-in (4 wks.)

College Final Approval (2 wks.)

Move-out (2 wks)

Code Agency Review

Commissioning (8 wks)

Project Initiation Study (12 wks.)

Implementation/Final Study

Programming

Conceptual Design

Assessment

Schematic Design (11 wks.)

Construction (15 1/2 mos.)Close-out (4 wks.)

Bidding and Negotiation (12 wks.)

College Approval (2 wks.)

College Approval (2 wks.)Design Development (5 wks)

Construction Documents (10 wks.)


Schematic Design Submission Implementation

Page 1

Project Phasing Studio West will be occupied during construction. This project will be phased in order to limit the need for surge space to complete the addition and alterations. Since active classrooms and office space are to be renovated, it is necessary to coordinate ‘swing space’ in order to maintain daily operations through the academic year and summer. The proposed phasing for this project described below is reflected on the included diagrams. Phase 1- March 2009 though December 2009: Construction begins on the addition which will accommodate the new Speech Pathology & Audiology clinic and teaching space for Recreation Park and Leisure Studies at the First Floor. Departmental offices for both departments will be on the second floor with a mechanical penthouse above. The existing Facilities offices will be renovated to house the new Dean’s Office by August 2009. The construction of the well field also begins on the west side of the existing building and the electrical upgrade for the building begins. Consideration should be given to purchasing the electrical equipment necessary for the upgrade prior to March 2009 in order to manage long lead times and minimally impact the construction schedule. Phase 2 - May 2009 through December 2009: Renovation work will begin on the north side and northeast quadrant of Studio West. This will require temporary relocation of the Dean’s offices and some offices for Kinesiology, Speech Pathology & Audiology, Sports Management, and Recreation, Parks & Leisure Studies. The north classrooms will go offline for the summer with minimal renovations. Phase 3 - January 2010 through June 2010: With Phase 1 and 2 complete, Speech Pathology & Audiology, Recreation Park and Leisure Studies and Sports Management offices will move into the newly renovated offices. Likewise, the new program spaces for CORE, Kinesiology, the Speech Pathology & Audiology clinic and competitive classrooms will be completed. The Kinesiology department offices could use the newly renovated classrooms adjacent the Dean’s office as a swing space until phase 3 is completed. Renovation will begin on the existing offices for Sports Management. This will impact an existing Telecommunications closet and this work will need to be coordinated with the College. Phase 4 - May 2010 through August 2010: The renovation of the southern portion of Studio West will begin. The biomechanics and motor behavior lab and any anticipated summer use of the Sports Management & Kinesiology classrooms and program spaces including some Kinesiology offices will need to be relocated temporarily. At the conclusion of Phase 4 (August 2010), the remainder for the Kinesiology faculty offices and program spaces be available to move into. The newly renovated classrooms and a shared computer lab will also come online.


Schematic Design Submission Construction Cost Estimate

Page 1

Construction Cost Estimate The Base Scope identified in this Schematic Design Submission was estimated to be $13.5 million on with alternates estimated as outlined below (Estimate dated 19 August 2008 by VJ Associates). The Base Scope estimate exceeded the construction allocation for the addition and alterations to Studio West thus the Project Team with the College identified an additional alternate to meet the budget. Base Scope Construction Cost Estimate The Base Scope Construction Cost Estimate for this project follows this narrative. Alternates are additions to the Base Scope for the exception of the costs identified with parentheses that are deductions. Alternate #1: Delete Light wells ($92,334) Alternate #2: Exterior Walls (Option1)1: $77,413

Use Ametco Perforated Panel in lieu of Centria Panel Alternate #3: Exterior Walls (Option 2): $133,286

Use Hunter Douglas Exterior Screen in lieu of Centria Panel

Alternate #4: Exterior Walls at Existing: $168,350 Use 2” Insulated Metal Panel at the Existing Building

Please note that the Base Scope construction cost estimate includes the following: - 12.5% Design Contingency. - 16% General Conditions. - 7% Phasing/Overtime. Since the building will be partially occupied during construction there

will be costs associated with this and the required phasing. - 6% Escalation to mid point of construction at 5% per year. - Cabling for telecommunications and data. The following cost items are not included in the base Scope Construction Cost Estimate: - Project costs, including professional fees, permits, and University administration. - Furniture. - Moving Costs. - Room Signage (Code required signage is included) - Projectors - Audiometric Examination Suite for the Clinic.


Construction Cost Estimate Project Initiation Document

Page 2

The Base Scope Construction Cost Estimate exceeded the construction budget of $12.1 million (18 July 2008 by Cortland). Scope and Construction Cost Strategies With additional funding for the project unlikely, the Project Team will proceed with the identified scope of work in this submission while documenting the alternates highlighted below. In the meantime, the College is hoping to identify additional funding for the project by defining some of the renovations to Studio West as Critical Maintenance. Alternate #1identifies the two new light wells to be removed from the scope of work. Alternate #5 was established to reconcile the construction cost estimate to the construction allocation. This alternate identifies the elimination of Phase IV from the project. These spaces would be tied into the new mechanical system but not reconfigured. This work would impact the program of Studio West and be identified as a future project. The proposed Alternates:

Alternate #1: Delete Light Wells ($92,334) Alternate #5: Eliminate Phase IV ($1,092,000)

Estimated Construction Costs $13,470,477 Total Alternates (#1 and #5) ($1,184,334) Total Estimated Construction Cost Less Alternates $12,286,133

By accepting Alternates 1 and 5, the estimated construction costs fall short of the allocated funds for the construction of the Addition and Alterations to Studio West by about $186,000. The Design Team will continue to document the current scope of work identified during schematic design with both of these alternates as deducts to the project. Additional alternates will be defined as we develop the project in the next phase.

VJ ASSOCIATES136 WEST JOHN STREET

HICKSVILLE, NEW YORK - 11801TEL: (516) 932-1010

August 19, 2008

SCHEMATIC ESTIMATE

STUDIO WEST ADDITION AND ALTERATION

SUNY - CORTLAND

CORTLAND, NEW YORK

8/19/2008

1 No A-E fees.

2 Escalation is @5% per year included.

3 Include 12.5% design contingency.

4 Phasing / Overtime is @ 7%

5 FF & E items are excluded.

6 Estimate is based on drawings & information prepared by KSS architect.

QUALIFICATIONS

VJ ASSOCIATES

SCHEMATIC ESTIMATESTUDIO WEST ADDITION AND ALTERATION

SUNY - CORTLANDCORTLAND, NEW YORK

Page 2

SCHEMATIC ESTIMATESTUDIO WEST ADDITION AND ALTERATION

SUNY - CORTLANDCORTLAND, NEW YORK

08/19/08TRADE BREAKDOWN

DESCRIPTION AMOUNT % AMOUNT % AMOUNT %2 SITE WORK 551,238 6.1% 249,692 5.9% 301,545 6.2%3 CONCRETE 299,945 3.3% 279,845 6.7% 20,100 0.4%4 MASONRY 481,204 5.3% 325,454 7.7% 155,750 3.2%5 METAL 748,498 8.2% 667,310 15.9% 81,188 1.7%6 WOOD & PLASTICS 188,700 2.1% 133,000 3.2% 55,700 1.1%7 THERMAL & MOISTURE PROTECTION 218,845 2.4% 167,448 4.0% 51,398 1.1%8 DOORS & WINDOWS 739,325 8.1% 440,535 10.5% 298,790 6.1%9 FINISHES 1,465,333 16.1% 517,985 12.3% 947,349 19.4%10 SPECIALTIES 55,150 0.6% 16,080 0.4% 39,070 0.8%11 EQUIPMENT 25,000 0.3% 15,000 0.4% 10,000 0.2%12 FURNISHING 70,983 0.8% 18,246 0.4% 52,737 1.1%13 SPECIAL CONSTRUCTION W/ELECTRICAL 0.0% 0.0% 0.0%14 ELEVATORS 70,000 0.8% 70,000 1.7% 0 0.0%15 FIREPROTECTION 201,131 2.2% 75,610 1.8% 125,521 2.6%15 PLUMBING 224,638 2.5% 96,738 2.3% 127,900 2.6%15 HVAC 2,074,276 22.8% 585,093 13.9% 1,489,183 30.5%16 ELECTRICAL 1,665,189 18.3% 541,704 12.9% 1,123,485 23.0%

SUB TOTAL 9,079,454 100.0% 4,199,739 100.0% 4,879,715 100.00%GEN. CONDITIONS, OH & PROFIT 16% 1,452,713 671,958 780,754

SUB TOTAL 10,532,167 4,871,697 5,660,470DESIGN CONTINGENCY 12.5% 1,316,521 608,962 707,559

SUB TOTAL 11,848,687 5,480,659 6,368,029PHASING / OVERTIME 7% 829,408 383,646 445,762

SUB TOTAL 12,678,096 5,864,305 6,813,791

ESCALATION TO MID POINT OF CONSTRUCTION @ 5% PER YEAR (AUG-08 to NOV-09) 6% 792,381 366,519 425,862

TOTAL 13,470,477 6,230,824 7,239,653

GSF SF 63,000 20,000 43,000COST/SF $214 $312 $168

ALTERNATES1 Remove new light wells -92,3342 Exterior walls @ addition (OPT#1) 77,413

Exterior walls @ addition (OPT#2) 133,2863 Exterior walls @ existing 168,350

TOTAL ADD. + ALT. ADDITION ALTERATION

Page 3

VJ ASSOCIATESSCHEMATIC ESTIMATE

STUDIO WEST ADDITION AND ALTERATIONSUNY - CORTLAND

08/19/08

DESCRIPTION QUANTITY UNIT UNIT PR AMOUNT ADDITION ALTERATION

2. SITE WORKDemolition

Remove existing1 Interior Partitions 24,500 SF 2.00 49,000 49,00

2 Doors & door frame & salvage for reinstallation 89 Leaf 200.00 17,800 17,80

3Remove existing window assembly in its entirety 312 SF 5.00 1,560 1,56

4 Concrete pad/walkway 4,150 SF 2.00 8,300 8,305 Storefront glazing 300 SF 10.00 3,000 3,00

Interior vestibule glazing 525 SF 5.00 2,625 2,626 Plumbing fixtures W/Mechanical7 Toilet partitions 5 EA 250.00 1,250 1,258 Remove vault 1 EA 500.00 500 50

9 In ground force plate & associated wiring 1 LS 500.00 500 5010 stair 1 EA 500.00 500 5011 slab for force plate 16 SF 15.00 240 2412 Demountable partition 990 LF 4.00 3,960 3,9613 windows / side light 640 SF 5.00 3,200 3,2015 garage door & frame 188 SF 5.00 938 9316 slab for plumbing fixtures 83 SF 10.00 830 83

17chalkboard, whiteboard, projection screen. Salvage for reinstallation 48 SF 10.00 480 48

18 ceiling w/o grids 7,420 SF 1.00 7,420 7,42

19 brick, metal panel, glazing sawcut concrete etc 644 SF 10.00 6,440 6,4420 Roofing membrane & coping 830 SF 2.00 1,660 1,66

21roofing and replace around existing equipment curb W/ div 7 W/ div

22 skylight & associated framing 812 SF 5.00 4,060 4,06floor finishes 35,000 SF 1.00 35,000 35,00ceiling finishes, light fixture, ceiling grids 35,000 SF 1.00 35,000 35,00AHU 3 EA W/MechanicalMechanical unit 1 EA W/Mechanical

Remove existing decking & roofing for new skylight 575 SF 5.00 2,875 2,87Create opening for new AHUS 2 EA 1,500.00 3,000 3,00

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08/19/08

DESCRIPTION QUANTITY UNIT UNIT PR AMOUNT ADDITION ALTERATIONAddition

Pit & trench excavation, no rock 596 CY 25.00 14,906 14,906Site utilities

Remove hydrant 1 EA 500.00 500 500Remove water main 190 LF 10.00 1,900 1,9008" water main 260 LF 30.00 7,800 7,800Connection to existing water line 2 EA 2,000.00 4,000 4,000New hydrant 1 EA 2,500.00 2,500 2,500Relocate post indicator valve 1 LF 1,000.00 1,000 1,000Inlets 3 EA 2,500.00 7,500 7,500Remove drywell 5 EA 1,500.00 7,500 7,500Remove storm water sewer 270 LF 10.00 2,700 2,700Remove sanitary line 100 LF 10.00 998 998Remove sanitary manhole 1 EA 500.00 500 500Adjust frame & grate to grade 1 EA 1,000.00 1,000 1,000Drywell 3 EA 5,000.00 15,000 15,000Storm water sewer 180 LF 25.00 4,500 4,500New sanitary line 120 LF 35.00 4,200 4,200Connection to existing storm water/sewer 2 EA 2,000.00 4,000 4,000Connection to existing sanitary line 2 EA 2,000.00 4,000 4,000

Remove gas line 110 LF 10.00 1,103 1,103Gas Main 135 LF 75.00 10,125 10,125Connect new gas line to existing 2 EA 2,000.00 4,000 4,000Geothermal Vault

Concrete vault 10'x10'x8' deep 1 EA 12500.00 12,500 12,50Electric Unit Heater 1 EA 676.00 676 67Supply Fan 1 EA 231.60 232 23

LandscapingSeedum 35,000 SF 0.25 8,750 8,750Top soil 648 CY 40.00 25,926 25,926Landscaped island 700 SF 5.00 3,500 3,500Remove existing trees 15 EA 400.00 6,000 6,000New Tree 24 EA 600.00 14,400 14,400Misc site work including signage, traffic control etc 1 LS 5,000.00 5,000 5,000

551,238 249,692 301,54

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08/19/08

DESCRIPTION QUANTITY UNIT UNIT PR AMOUNT ADDITION ALTERATION 3 1/4" light wt concrete on 3" metal deck 12,250 SF 5.25 64,313 64,3133' Raised slab @ garage 1090 SF 10.00 10,900 10,90

Alteration to existingTransformer pad 25 SF 20.00 500 50Concrete pad @ entrances 200 SF 6.00 1,200 1,20Reinstall force plate & level slab 1 LS 5,000.00 5,000 5,00

Misc concrete equipment pads 1 LS 5,000.00 5,000 2,500 2,50

299,945 279,845 20,10

4. MASONRY

AdditionBrick w/ metal stud backup , including steel lintels and shelf angles, insulation 8,233 SF 38.00 312,854 312,854Cast stone window sills 450 LF 28.00 12,600 12,600

Alteration to existingExterior walls to match existing 315 SF 40.00 12,600 12,60Exterior signature wall including foundation 121 LF 600.00 72,600 72,60

Back garden wall including cast stone coping 286 LF 175.00 50,050 50,05Paint existing exterior brick and EIFS 8200 SF 2.50 20,500 20,50

481,204 325,454 155,75

5. METALAddition

Structural steel, beams & columns 90 TONS 3,000.00 270,000 270,0003" metal deck 21,800 SF 3.60 78,480 78,480Metal stair including concrete fill & railing 3 FLT 15,000.00 45,000 45,000Entrance canopy 225 SF 40.00 9,000 9,000Metal coping 864 LF 35.00 30,240 30,240Metal panel w/ metal stud backup 4,452 SF 30.00 133,560 133,560Perforated metal roof screen including structural steel support @ parapet 380 SF 28.00 10,640 10,640

Perforated metal panel over brick wall / glazing 342 SF 20.00 6,840 6,840

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08/19/08


748,498 667,310 81,18

6. WOOD & PLASTICSRough carpentry 63000 GSF 0.50 31,500 10,000 21,50Solid surface counters @ toilets 20 LF 300.00 6,000 2,400 3,60Plastic laminate work counters @ addition 68 LF 200.00 13,600 13,600Base cabinets w/ plastic laminate countertops @ addition 260 LF 350.00 91,000 91,000Wall cabinets w/ plastic laminate @ addition

80 LF 150.00 12,000 12,000Wall cabinets w/ plastic laminate @ existing

76 LF 150.00 11,400 11,40Benches @ existing 20 LF 300.00 6,000 6,00Adjustable wall mounted shelving @ existing 144 LF 50.00 7,200 7,20Reception desk By ownerWood handrails 100 LF 100.00 10,000 4,000 6,00

188,700 133,000 55,70

7. THERMAL & MOISTURE PROTECTION

AdditionWaterproofing @ foundation wall 1,300 SF 5.00 6,500 6,500Waterproofing @ elevator pit 1 EA 5,000.00 5,000 5,000

Spray on fireproofing @ beams and columns Not requiredAddition:

Roofing complete 12,000 SF 12.00 144,000 144,000Scuppers 5 EA 150.00 750 750Gutter & leaders 60 LF 30.00 1,800 1,800Louvers @ Penthouse 84 SF 65.00 5,460 5,460

Alteration to existing

Patch existing roofing around skylight openings 1 LS 4,000.00 4,000 4,00New roofing 840 SF 14.00 11,760 11,76Skylight roofing & insulation 575 SF 15.00 8,625 8,62Remove existing roofing and replace around

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08/19/08

DESCRIPTION QUANTITY UNIT UNIT PR AMOUNT ADDITION ALTERATIONEntrance vestibule doors @ addition 2 PRS 4,500.00 9,000 9,000Entrance vestibule doors @ existing 2 PRS 4,500.00 9,000 9,00HM Door Single @ addition 2 EA 1,000.00 2,000 2,000HM Door Single @ existing 1 EA ExistingHM Door Double @ existing 2 EA ExistingGarage door @ addition 1 EA 8,400.00 8,400 8,400

Interior doorsWood Door Single @ addition 74 EA 1,000.00 74,000 74,000Wood Door Single @ existing 80 EA 1,000.00 80,000 80,00Wood Door Single with HM frame & side light @ addition 8 EA 1,800.00 14,400 14,400Wood Door Single with HM frame & side light @ existing 23 EA 1,800.00 41,400 41,40

Access doors 10 EA 400.00 4,000 2,000 2,00Clerestory Skylight (vertical) 275 SF 80.00 22,000 22,00Aluminum storefront assembly

@ addition 3441 SF 80.00 275,280 275,280@ existing 786 SF 80.00 62,880 62,88

Interior aluminum storefront assembly@ addition 361 SF 60.00 21,645 21,645@ existing 1359 SF 60.00 81,510 81,51

Aluminum operable windows @ addition 258 SF 70.00 18,060 18,060

One way glass window @ observation rooms 315 SF 50.00 15,750 15,750

739,325 440,535 298,79

9. FINISHESInterior partitions @ addition 33096 SF 8.00 264,768 264,768Interior partitions @ existing 41310 SF 8.00 330,480 330,48Low partitions @ inter connecting hall 15 LF 80.00 1,200 1,200

GWB at inside face of exterior wall @ addition 13250 SF 2.00 26,500 26,500GB furr at inside face of exterior wall including insulation @ existing 15100 SF 5.50 83,050 83,05Floor

Ceramic @ existing 555 SF 10.00 5,550 5,55Ceramic @ addition 260 SF 10.00 2,600 2,600Carpet @ existing 13160 SF 3 50 46 060 46 06

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08/19/08

DESCRIPTION QUANTITY UNIT UNIT PR AMOUNT ADDITION ALTERATIONNew ACT @ existing on existing grids 7420 SF 2.50 18,550 18,55ACT @ addition 8973 SF 4.50 40,379 40,379GWB ceiling, painted @ existing 1465 SF 10.00 14,650 14,65GWB ceiling, painted @ addition 769 SF 10.00 7,690 7,690Paint exposed ceiling @ existing 22081 SF 1.00 22,081 22,08Paint exposed ceiling @ addition 10258 SF 1.00 10,258 10,258

WallCeramic, full height @ existing 378 SF 12.00 4,536 4,53Ceramic, full height @ addition 350 SF 12.00 4,200 4,200Fabric wrapped acoustical wall panel @ classrooms, audiology room 2144 SF 20.00 42,880 42,88Aluminum trims @ existing 871 LF 20.00 17,420 17,42Aluminum trims @ addition 274 LF 20.00 5,480 5,480Paint Walls @ existing 170986 SF 1.00 170,986 170,98Paint Walls @ addition 54742 SF 1.00 54,742 54,742

1,465,333 517,985 947,34

10. SPECIALTIESMarkerboards @ existing 460 SF 25.00 11,500 11,50Markerboards @ addition 100 SF 25.00 2,500 2,500Bulletin board @ existing 5 EA 1,000.00 5,000 5,00Toilet compartment 10 EA 750.00 7,500 3,000 4,50Signage exterior 1 LS 10,000.00 10,000 3,333 6,66Signage interior 1 LS 5,000.00 5,000 1,667 3,33Fire extinguishers and cabinets 10 EA 270.00 2,700 1,080 1,62Toilet accessories

Grab bars 8 EA 50.00 400 200 20TP dispenser 12 EA 50.00 600 300 30Sanitary napkin receptacle 2 EA 200.00 400 200 20Coat hooks 33 EA 50.00 1,650 1,65Paper towel dispenser & disposal 8 EA 250.00 2,000 1,000 1,00Mirrors 12 EA 250.00 3,000 1,500 1,50Soap dispenser 12 EA 50.00 600 300 30Janitor accessories 2 EA 500.00 1,000 500 50

Accessories @ kitchen/living suite 1 EA 500.00 500 500Privacy curtain 4 EA 200.00 800 80

55 150 16 080 39 07

Page 9



08/19/08

DESCRIPTION QUANTITY UNIT UNIT PR AMOUNT ADDITION ALTERATION25,000 15,000 10,00

12. FURNISHINGProjection screens 8'x8' @ classrooms 10 EA 4,000.00 40,000 40,00Projection screens 6'x6' @ conference room 2 EA 3,000.00 6,000 6,00Window blinds @ existing 786 SF 4.50 3,537 3,53Window blinds @ addition 3699 SF 4.50 16,646 16,646Floor mat 192 SF 25.00 4,800 1,600 3,20

70,983 18,246 52,73

13. SPECIAL CONSTRUCTIONCard access W/Electrical

0 0

14. ELEVATORS2 floor 2 stop hydraulic elevator 1 EA 70,000.00 70,000 70,000

70,000 70,000

15. FIREPROTECTIONDemolition

Fire Protection Demolition 1 LS 9360.00 9,360 9,36

New work-Alteration

Sprinkler heads with 1"branch piping upto 15' 269 EA 283.00 76,192 76,194" Sch. 40 Black steel grooved pipe, couplings, hangers 500 LF 46.83 23,417 23,412" Drain pipe, couplings, hangers 150 LF 23.43 3,514 3,514" Floor Control Valve assembly 1 EA 3,622.30 3,622 3,62

Miscellaneous: testing, shop dwg, "as built" & coordination dwg, hydraulic calculation, submittal, painting, identification, tags, cutting & patching 1 LS 9,415.00 9,415 9,41

New work-Addition

Page 10



08/19/08

DESCRIPTION QUANTITY UNIT UNIT PR AMOUNT ADDITION ALTERATION201,131 75,610 125,52

15. PLUMBINGDemolition work

Removal of some of the fixtures and AG piping1 LS 7616.00 7,616 7,61

New work-AlterationEquipment & fixtures

Gas Fired Water Heater with 20 Gallon storage1 EA 1753.00 1,753 1,75

Water Closet 7 EA 1730.08 12,111 12,11Urinal (with electronic sensor) 4 EA 1992.40 7,970 7,97Lavatory 7 EA 1166.56 8,166 8,16Sink 2 EA 1146.60 2,293 2,29Janitor's Closet 1 EA 1668.80 1,669 1,66Dual Height Electric Water Cooler 2 EA 2068.80 4,138 4,13

Domestic water Piping3" Cu Pipe, fittings, Hangers 90 LF 58.39 5,255 5,252" 200 LF 31.47 6,293 6,291 1/2" 12 LF 22.42 269 261" 360 LF 14.76 5,312 5,313/4" 380 LF 11.76 4,469 4,461/2" 360 LF 9.72 3,497 3,49Insulation 1,402 LF 7.54 10,577 10,57Valves 1 LS 5350.84 5,351 5,353" BFP 1 EA 2650.40 2,650 2,65Piping connections to equipment 1 LS 1000.00 1,000 1,00

Sanitary / Waste / Vent Piping4" UG SWCI Hub& Spigot Pipe, fittings, supports 120 LF 34.68 4,162 4,16Cut and patch 120 LF 11.11 1,333 1,334" UG Pipe Connection to existing pipe 2 EA 213.00 426 424" AG No-Hub SWCI Pipe, fittings, hangers

30 LF 34.48 1,034 1,032" 274 LF 25.29 6,931 6,93

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08/19/08


MiscellaneousSeismic restraints 43,000 SF 0.1 4,300 4,30

Miscellaneous, labor, material, tags and testing 1 LS 8600 8,600 8,60

New work-AdditionEquipment & fixtures

Electric Water Heater with 40 Gallon storage1 EA 800.00 800 800

Water Closet 5 EA 1730.08 8,650 8,650Urinal (with electronic sensor) 1 EA 1992.40 1,992 1,992Lavatory 5 EA 1166.56 5,833 5,833Sink 4 EA 1146.60 4,586 4,586Sink with eye wash 1 EA 1610.60 1,611 1,611Janitor's Closet 1 EA 1668.80 1,669 1,669Dual Height Electric Water Cooler 2 EA 2068.80 4,138 4,138Dish washer & dryer wall box 2 EA 244.60 489 489

Domestic water Piping2" Cu Pipe, fittings, Hangers 55 LF 31.47 1,731 1,7311 1/2" 304 LF 22.42 6,815 6,8151" 328 LF 14.76 4,840 4,8403/4" 320 LF 11.76 3,763 3,7631/2" 140 LF 9.72 1,360 1,360Insulation 1,147 LF 7.54 8,653 8,653Valves 1 LS 4074.29 4,074 4,074Piping connections to equipment 1 LS 250.00 250 250

Sanitary / Waste / Vent Piping4" UG SWCI Hub& Spigot Pipe, fittings, supports 240 LF 34.68 8,324 8,324Excavation & backfill 240 LF 8.33 2,000 2,0004" AG No-Hub SWCI Pipe, fittings, hangers

20 LF 34.48 690 6902" 298 LF 25.29 7,538 7,5381 1/2" 50 LF 24.01 1,201 1,201FD Floor Drains 6 EA 572.24 3,433 3,433VTR 2 EA 519.44 1,039 1,039

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08/19/08


Miscellaneous, labor, material, tags and testing 1 LS 4000 4,000 4,000

224,638 96,738 127,90

15. HVACDemolition

HVAC Demolition 35,000 SF 0.75 26,250 26,25

New work-AlterationEquipment

RTUs with Heat recovery 5000 CFM 2 EA 51060.00 102,120 102,12Boiler (Existing connection modification) 1 LS 5000.00 5,000 5,00P1 & 2 Geothermal Pumps 426 GPM 10 HP

2 EA 3269.44 6,539 6,53P2 &3 Indoor loop Pumps 426 GPM 15 HP

2 EA 5699.76 11,400 11,40P5 &6 Dual temp water Pumps 85 GPM 3 HP

2 EA 2599.30 5,199 5,19VFDs (Supply only) 50 HP 180.00 9,000 9,00Water to air heat pumps @ 1.5 Ton 52 EA 2262.00 117,624 117,62Exhaust fans with accessories 1 LS 12500.00 12,500 12,50

DuctworkGI Duct 40,850 LB 7.50 306,375 306,37FG Insulation/Liner 17,021 SF 3.00 51,063 51,06Grills and diffusers 1 LS 36765.00 36,765 36,76

Fire, smoke, volume dampers, access doors etc 1 LS 6862.80 6,863 6,86

DHWH flue, incl. clean out, fittings, hangers 25 L.F. 150.00 3,750 3,75

PipingIndoor Pipe, fittings, insulation, hangers etc 43,000 SF 3.00 129,000 129,00Valves and accessories 1 LS 16125.00 16,125 16,12Drain piping 43,000 SF 0.45 19,350 19,35

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08/19/08

DESCRIPTION QUANTITY UNIT UNIT PR AMOUNT ADDITION ALTERATIONTesting & balancing 1 LS 4352.00 4,352 4,35

New work-AdditionEquipment

Indoor Unit with heat recovery 5000 CFM 1 EA 24736.00 24,736 24,736Water to air heat pumps @ 1.5 Ton 29 EA 2262.00 65,598 65,598Water to water heat pumps 6 Ton 9 EA 10824.00 97,416 97,416FCUs (2 Pipe) 8 EA 1897.60 15,181 15,181

DuctworkGI Duct 19,000 LB 7.50 142,500 142,500FG Insulation/Liner 7,917 SF 3.00 23,750 23,750Grills and diffusers 1 LS 17100.00 17,100 17,100

Fire, smoke, volume dampers, access doors etc 1 LS 3192.00 3,192 3,192

PipingIndoor Pipe, fittings, insulation, hangers etc

20,000 SF 3.00 60,000 60,000Valves and accessories 1 LS 7500.00 7,500 7,500Drain piping 20,000 SF 0.45 9,000 9,000Equipment piping connections 20,000 SF 1.50 30,000 30,000

Automatic control work 20,000 SF 4.00 80,000 80,000

MiscellaneousRigging 1 LS 2000.00 2,000 2,000Seismic restraints 20,000 SF 0.12 2,400 2,400Core drilling, Sleeves etc 1 LS 2000 2,000 2,000Testing & balancing 1 LS 2720.00 2,720 2,720

2,074,276 585,093 1,489,18

16. ELECTRICALEXISTING BUILDING

DISTRIBUTION EQUIPMENT

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08/19/08

DESCRIPTION QUANTITY UNIT UNIT PR AMOUNT ADDITION ALTERATIONConnections to Existing equipment and transformer 1 LS 5,203.00 5,203 5,20Duct bank 30 CY 500.00 15,000 15,00

DISTRIBUTION FEEDERSNew 15 KV 3#2 , 1#2 Grd Feeders 4800 LF 36.45 174,937 174,932" RGS for Feeders 100 LF 24.30 2,430 2,43Trans - EX-MDP: (2) Sets 4" RGS 4#500, 1#2 Grd 80 LF 139.06 11,124 11,12EX-MDP - MP1: 1 1/2 EMT 4#2, 1#8GRD (Assume 150LF) 150 LF 26.14 3,921 3,92EX-MDP - 45KVA Trans: 1 1/4 EMT 3#2, 1#8GRD 150 LF 22.34 3,351 3,3545 KVA - CP1: 21/" EMT 4# 2/0, 1# 6 Grd 10 LF 46.40 464 46CP1 - CP2: 1 1/2 EMT 4#2, 1#8GRD 100 LF 26.14 2,614 2,611 1/2 EMT 4#2, 1#8GRD for Relocated panels(Assumed 20 LF) 80 LF 26.14 2,091 2,09Extend Branch Ckts as well 1 LS 10,406.00 10,406 10,40Power to RTU: 2 1/2" EMT 4#250, 1#4 grd (assumed 150LF) 150 LF 63.72 9,558 9,55Grounding System 1 LS 7,139.00 7,139 7,13

WIRING DEVICES Switch w/ J.B. & 20 LF 12/2 MC 91 EA 167.71 15,261 15,26Override Switch w/ J.B. & 20LF 12/3 MC 10 EA 188.64 1,886 1,88Occupancy Sensors 23 EA 242.00 5,566 5,56Duplex w/ J.B. &25LF 12/2 MC 80 EA 182.86 14,629 14,62GFI w/ J.B. & 25LF 12/2MC (Indoor) 5 EA 205.82 1,029 1,02Quad w/ J.B. & 25 LF 12/2 MC 30 EA 218.65 6,559 6,55

GFI w/ J.B. & 25 LF 3/4" RGS 3#12 (Outdoor) 5 EA 480.73 2,404 2,40

Isolated receptacles w/ J.B. &25LF 12/2 MC 60 EA 228.23 13,694 13,69Power To Work Stations: 3/4" EMT 5#12 1200 LF 10.12 12,139 12,133/4" RGS 3#12 375 LF 13.33 5,000 5,003/4" EMT 3#12 375 LF 8.35 3,131 3,133/4" EMT 4#12 750 LF 9.23 6,924 6,923/4" EMT 5#12 750 LF 10.12 7,587 7,5812/2 MC Cable 11950 LF 3.48 41,643 41,64

LIGHT FIXTURESType A (4LF Pendant) 346 EA 344.85 119,318 119,31

Page 15



08/19/08


Tele / Data jack w/ 1" EMT & (4) CAT5e Cable Data Jack & (4) Cat5e for Tele Jack(15LF) 60 EA 375.16 22,510 22,51Wireless Access Points 15 EA 242.00 3,630 3,63Cat 5e Cable 38250 LF 1.74 66,647 66,64Cable Tray 12" Ladder Type 400 LF 31.46 12,584 12,58Cable Tray 6" Ladder Type 190 LF 25.41 4,828 4,82(2) set of 4" EMT 160 LF 43.38 6,941 6,94Fiber Optic Terminations 1 LS 8,228.00 8,228 8,22

Testing , Labeling of System & Punch downs 1 LS 15,125.00 15,125 15,12Fiber Optic Cable: 12 multimode 1200 LF 4.96 5,953 5,9525 Pair cat5e Cable 1200 LF 3.45 4,138 4,13

CCTV SYSTEM

Cable TV Jacks w/ 15 LF 3/4" EMT Stubs to celing Replacing in renovated Classrooms 20 EA 133.83 2,677 2,67RG6 Cable 3000 LF 2.54 7,623 7,62

SECURITY & CARD ACCESS SYSTEM3/4" EMT w/ Back Box and drag Line stub to Ceiling (15LF) 60 EA 115.98 6,959 6,95

A/V SYSTEMAudio/ Video Input Panel 1 EA 2,105.40 2,105 2,10CEILING PROJECTOR SPEAKER 8 EA 532.40 4,259 4,25AUDIO/VIDEO INPUT PANEL 4 EA 411.40 1,646 1,643/4" EMT 3#12 600 LF 8.35 5,009 5,003/4" EMT 2#16 to Speakers 960 LF 6.56 6,296 6,293/4" EMT Cat 5e 1000 LF 6.97 6,970 6,973/4" EMT w/ Video cables 800 LF 6.97 5,576 5,57

FIRE ALARM SYSTEM Modification to Existing Fire Alarm Control Panel 1 EA 3,751.00 3,751 3,75Fire System Pull Stations 5 EA 241.82 1,209 1,20Fire Signal Strobe 5 EA 241.82 1,209 1,20Fire Signal Horn / Strobe 5 EA 314.60 1,573 1,57Smoke Detectors 10 EA 260.15 2,602 2,60Duct Detectors 1 EA 526.35 526 523/4" RGS w/ #16 w/Teflon jacket -For Duct Detector 150 LF 12.06 1,810 1,81

Page 16



08/19/08

DESCRIPTION QUANTITY UNIT UNIT PR AMOUNT ADDITION ALTERATIONMISCELLANEOUS

TEMPORARY LIGHT & POWER 1 LS 30,855.00 30,855 30,85PENETRATION & FIRE STOPPING 1 LS 1,936.00 1,936 1,93Demolition 1 LS 3,630.00 3,630 3,63

Tracing and maintaining existing branch circuits 1 LS 7,260.00 7,260 7,26

NEW BLG.DISTRIBUTION EQUIPMENT

45 Kva Transformer K - Rated 480/277V 2 EA 6,140.75 12,282 12,282CP3 & RP6: 225 Amp Panel w/ CB 175 Amp, 3PH, 4W, 120/208V 2 EA 4,132.15 8,264 8,264

CP4 & RP7: 100 Amps, 120/208v, 3PH, 4W 2 EA 2,752.75 5,506 5,506LP3: 100 Amps, 277/480v, 3PH, 4W 1 EA 4,204.75 4,205 4,205MP1 & DP1: 277/480V, 3PH, 4W, 225 AMP Panels 2 EA 6,370.65 12,741 12,741100 Amps Disc Sw. w/ Support 1 EA 924.22 924 92460 Amps Shunt trip Breaker 1 EA 1,149.50 1,150 1,150

DISTRIBUTION FEEDERSEX- MDP - MP1: 2" EMT 3#1/0, 1#6 Grd 300 LF 29.28 8,783 8,783

EX- MDP -DP1: 2 1/2" EMT 4#4/0, 1#4 Grd 300 LF 58.69 17,606 17,606EX- MDP- ELEV. DISC SW.: 3/4" EMT 3#6, 1# 8 Grd 350 LF 12.37 4,330 4,330DP1- LP3: 1 1/4" EMT 4#2, 1# 8 grd 10 LF 26.12 261 261

DP1 - 45KVA Trans: 1 1/4 EMT 3#2, 1#8GRD 20 LF 22.31 446 44645 KVA - RP6 & CP3: 2 1/2" EMT 4# 2/0, 1# 6 Grd 20 LF 46.40 928 928RP6 - RP7: 1 1/4" EMT 4#2, 1# 8 grd 100 LF 26.14 2,614 2,614CP3 - CP4: 1 1/4" EMT 4#2, 1# 8 grd 100 LF 26.14 2,614 2,614WIRING DEVICES 0 0Switch w/ J.B. & 20 LF 12/2 MC 68 EA 167.71 11,404 11,404Override Switch w/ J.B. & 20LF 12/3 MC 6 EA 188.56 1,131 1,131Occupancy Sensors 12 EA 242.00 2,904 2,904Duplex w/ J.B. &25LF 12/2 MC 125 EA 182.86 22,858 22,858GFI w/ J.B. & 25LF 12/2MC (Indoor) 5 EA 205.82 1,029 1,029Quad w/ J.B. & 25 LF 12/2 MC 20 EA 218.65 4,373 4,373

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08/19/08

DESCRIPTION QUANTITY UNIT UNIT PR AMOUNT ADDITION ALTERATIONType A (4LF Pendant) 102 EA 344.85 35,175 35,175Type B (Wall Mtd) 4 EA 338.80 1,355 1,355

Type C (Pendant Mtd Compact Fluorescent) 77 EA 314.60 24,224 24,224

Type D (Pendant Mtd Compact Fluorescent) 19 EA 405.35 7,702 7,7023/4" EMT 3#12 2020 LF 8.35 16,865 16,8653/4" EMT 4#12 875 LF 9.23 8,078 8,0783/4" EMT 5#12 1250 LF 10.12 12,645 12,64512/2 MC Cable 500 LF 3.48 1,742 1,742

TELECOMMUNICATION

Tele / Data jack w/ 1" EMT & (4) CAT5e Cable Data Jack & (4) Cat5e for Tele Jack(15LF) 40 EA 375.16 15,006 15,006Cat 5e Cable 24000 LF 1.74 41,818 41,818Cable Tray 12" Ladder Type 200 LF 31.46 6,292 6,292Cable Tray 6" Ladder Type 224 LF 25.41 5,692 5,692Terminal backboards 60 LF 18.80 1,128 1,128Terminal Racks 19"x 7FT high (including Patch Panels & Vertical cable manager 2 EA 16,335.00 32,670 32,670Fiber Optic Terminations 1 LS 8,228.00 8,228 8,228

Testing , Labeling of System & Punch downs 1 LS 10,285.00 10,285 10,285

Grounding for Tele/Data rooms & equipment 1 LS 3,872.00 3,872 3,872CCTV SYSTEM

Cable TV Jacks w/ 15 LF 3/4" EMT Stubs to celing 10 EA 133.83 1,338 1,338RG6 Cable 1700 LF 2.54 4,320 4,320Amplifier 1 EA 1,282.60 1,283 1,283

SECURITY & CARD ACCESS SYSTEM3/4" EMT w/ Back Box and drag Line stub to Ceiling (15LF) 20 EA 115.98 2,320 2,320

A/V SYSTEMAudio/ Video Input Panel 1 EA 2,105.40 2,105 2,105CEILING PROJECTOR SPEAKER 2 EA 532.40 1,065 1,065CEILING PROJECTOR 2 EA 4,924.70 9,849 9,849AUDIO/VIDEO INPUT PANEL 4 EA 411.40 1,646 1,6463/4" EMT 3#12 300 LF 8.35 2,505 2,505

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08/19/08

DESCRIPTION QUANTITY UNIT UNIT PR AMOUNT ADDITION ALTERATION#14 w/Teflon jacket-For signalling+Indicating circuit 3450 LF 1.38 4,759 4,759

#16 w/Teflon jacket -For Alarm Initiating circuit 2925 LF 1.38 4,035 4,035Testing & Programming of FA System 1 LS 2,904.00 2,904 2,904

SITE LIGHTINGWall Mounted decorative Lights 1 EA 671.55 672 672In ground Uplight Fixtures 4 EA 447.70 1,791 1,791Low Wall Lights 5 EA 435.60 2,178 2,1783/4" RGS 3#12 300 LF 13.33 4,000 4,00030 Amp Lighting Contactor for Lights 1 EA 1,052.70 1,053 1,053

Power to Lighting Contactor: 3/4" EMT 3#10 20 LF 8.41 168 168MISCELLANEOUS

TEMPORARY LIGHT & POWER 1 LS 30,855.00 30,855 30,855PENETRATION & FIRE STOPPING 1 LS 4,114.00 4,114 4,114

1,665,189 541,704 1,123,48

Page 19



08/19/08ALTERNATESDESCRIPTION QUANTITY UNIT UNIT PR AMOUNT

ALTERNATE #1 DEDUCT LIGHTWELLSDEDUCT

Remove existing decking and provide additional beam around to support skylights -575 SF 5.00 -2,875

Patch existing roofing around skylight openings 1 LS -4,000.00 -4,000

Skylight structural steel support & metal decking -575 SF 12.50 -7,188Clerestory Skylight Metal panel wall w/ metal stud backup -590 SF 30.00 -17,700Skylight roofing & insulation -575 SF 15.00 -8,625Clerestory Skylight (vertical) -275 SF 80.00 -22,000

-------------------TOTAL -62,388Add markup @ 48% -29,946

==========-92,334

ALTERNATE #2 Exterior walls @ addition (OPT#1)ADD

NORTH ELEVATION

Aluminum louver screen mounted on gal. steel structure (Hunter Douglas 30B) @ parapet 171 SF 33.00 5,643Aluminum louver screen mounted on gal. steel structure (Hunter Douglas 30B) 2,245 SF 35.00 78,575Resin panel screen mounted on gal. steel structure 540 SF 72.50 39,150

Resin panel screen mounted @ signature wall 100 SF 62.50 6,250EAST ELEVATION

Page 20




Perforated metal roof screen including structural steel support @ parapet -171 SF 28.00 -4,788Insulated metal panel glazed into window system 93 SF -5.00 -465Perforated metal panel screen on galvanized steel framing -2,785 SF 30.00 -83,550

EAST ELEVATIONInsulated metal panel glazed into window system 245 SF -5.00 -1,225Perforated metal roof screen including structural steel support @ parapet -208 SF 28.00 -5,824

WEST ELEVATIONInsulated metal panel glazed into window system 221 SF -5.00 -1,105

-------------------TOTAL 52,306Add markup @ 48% 25,107

==========77,413

ALTERNATE #2 Exterior walls @ addition (OPT#2)ADD

NORTH ELEVATION

Aluminum louver screen mounted on gal. steel structure (AMETCO) @ parapet 171 SF 46.00 7,866Aluminum louver screen mounted on gal. steel structure (Hunter Douglas 30B) 2,245 SF 48.00 107,760Resin panel screen mounted on gal. steel structure 540 SF 72.50 39,150

Resin panel screen mounted @ signature wall 100 SF 62.50 6,250EAST ELEVATION

Aluminum louver screen mounted on gal. steel structure (AMETCO) 208 SF 48.00 9,984

Page 21




Insulated metal panel glazed into window system 93 SF -5.00 -465Perforated metal panel screen on galvanized steel framing -2,785 SF 30.00 -83,550

EAST ELEVATIONInsulated metal panel glazed into window system 245 SF -5.00 -1,225Perforated metal roof screen including structural steel support @ parapet -208 SF 28.00 -5,824

WEST ELEVATIONInsulated metal panel glazed into window system 221 SF -5.00 -1,105

-------------------TOTAL 90,058Add markup @ 48% 43,228

==========133,286

ALTERNATE #3 Exterior walls @ existingADD

Remove existing metal panel 6,900 SF 5.00 34,500New 2" insulated metal panel over existing backup 6,900 SF 20.00 138,000New 2" insulated metal panel over existing brick/EIFS 8,200 SF 20.00 164,000

DEDUCT

GB furr at inside face of exterior wall @ existing -15100 SF 4.50 -67,950Paint existing exterior brick and EIFS -8200 SF 2.50 -20,500

Back garden wall including cast stone coping -290 LF 175.00 -50,750Perforated metal panel screen on galvanized

Page 22