Renovation Addition by Lansdowne Park Conservancy

FRANK CLAIR STADIUM / OTTAWA CIVIC CENTRE RENOVATION AND ADDITION STUDY

AUGUST 28, 2009

prepared by:

14 Duncan St. 4th Floor Toronto Ontario M5H 3G8 Tel: 416.591.8999

Frank Clair Stadium / Ottawa Civic Centre Arena Renovation & Addition Study

Table of Contents Introduction

Existing Building Review ‐ Existing Building Drawings Design Narrative ‐ Building Program ‐ Design Drawings ‐ Roof Options Consultant Reports ‐ Mechanical Report and Outline Specification ‐ Electrical Report and Outline Specification ‐ Code Commentary Technical Information ‐ Outline Specifications ‐ Outline Room Finish Schedule Appendix A: Structural Summary Existing Conditions by Adjeleian Allen Rubeli Ltd. Consulting Engineers, July 8, 2009 B: 2008 Structural Design Analysis of the Main Box Girder Frames by Adjeleian Allen Rubeli Ltd. Consulting Engineers, November 2008 C: 2008 Structural Adequacy Report including the Steel Box Girder Structural investigation by Adjeleian Allen Rubeli Ltd. Consulting Engineers, August 2008 D: Ottawa Civic Centre & North Side Stands at Lansdowne Park Frank Clair Stadium – Structural Adequacy Report 2007 by Adjeleian Allen Rubeli Ltd. Consulting Engineers, September 2007

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Introduction In the fall of 2007, Stadium Consultants International (SCI) completed a concept study for renovations and expansion to the historic Frank Clair Stadium in Lansdowne Park, Ottawa. The study focused mainly on the stadium, with minimal work proposed at the existing north grandstand – specifically renovated suites and all new seating – and a more detailed look at different options for the south grandstand. At the time of the study, it was understood that the lower south grandstand would be demolished. The study therefore presented three options for a new lower seating tier, with a mix of private suites, club areas, new team dressing rooms, and stadium support spaces. With additional seating and viewing areas in the east and west endzones, the overall spectator capacity for the various options ranged from roughly 26,500 to 27,000. In the spring of 2009, SCI was approached by the “Lansdowne Live” development team to do a more detailed study of the Civic Centre Arena / Frank Clair Stadium complex, with a vision to modernize the facility with an eye on providing a premier facility for football, soccer, and concert events, which would complement the overall mixed‐use masterplan for the Lansdowne Park site. The objective of the study is to describe the improvements in order to establish an order of magnitude project budget. This report will describe the existing condition of the arena/stadium complex, providing a critique and analysis of the functional aspects of the facility relative to its ability to function as a multipurpose sports and entertainment centre. The existing building review will also comment on the facility in context of current building codes. Attached plans of the existing facility will provide a reference for the text which will describe the facility in terms of spectator comfort, i.e. concourse area, washroom fixture count, concession points of sale, etc. The proposed design for the renovation and additions to the stadium will be described through an architectural narrative, functional building program, outline specifications and outline room finish schedules, as well as mechanical and electrical outline specifications and scopes of work. In addition, plans, sections, and concept renderings will illustrate the design approach proposed by the design team.

Note: b/w images courtesy of Ottawa.ctv.ca

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Existing Building Review Civic Centre Arena Representatives from SCI, Adjeleian Allen Rubeli Limited ‐ Consulting Structural Engineers (AAR), and Smith + Andersen (S+A) mechanical and electrical consultants performed a general review of the Civic Centre Arena / Frank Clair Stadium complex on May 22, 2009, with Barry Shirley of Lansdowne Park. In addition, SCI representatives also had visited the site on May 13, 2009 and performed a general review with Patrick Desrosiers of Lansdowne Park. The general impression of the facility is that of a large outdoor stadium, while the arena and exhibition hall are overwhelmed by the scale of the stadium. There is no presence to the “front door” of the facility as a whole, and the indoor function areas present very little identity at the building exterior. In addition, the precast concrete perimeter walls at the east and west ends of the existing field present an un‐inviting face to the stadium. Structure: ‐ Based on discussion with Mike Allen of AAR and the structural report attached as an appendix, the existing north grandstand structure is in need of an upgrade, through post‐tensioning of the existing main girder structural members. Review of the secondary steel is currently underway. ‐ It is our understanding that the work identified by AAR is required as remediation to reconcile the weight of the precast seating tiers that were installed, which is greater than the design weight for the original building structure. ‐ It is assume that the structure will not need to be updated to meet current seismic codes. ‐ Additional notes regarding structural reports and recommendations can be found in the Design Narrative section of this report. Seating: ‐ According to the seating manifest supplied by the city, the seating count in the Civic Centre is approximately 9,260, with roughly 1,300 seats being accessed from the lower concourse on the south side of the civic centre, and roughly 7,900 being accessed from the main concourse level. ‐ The existing seating was installed in 2004 and appears to be in relatively good condition. Public Circulation: ‐ With the seating capacities noted above, the main concourse area of 25,300 s.f. provides circulation space of 3.2 s.f. per

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occupant, and the lower concourse area provides over 9 s.f. per person, which would be considered relatively generous for a general concourse area in a modern facility of this type. Exiting: ‐ Based on the existing seating capacity of 9,260, the current exit width from the arena appears to be in conformity with the Ontario Building Code (OBC) for the general concourse areas. ‐ The exiting from the suites level is provided at the south‐west and south‐east corners of the suite level, both into the existing building (concourse level) and out to the north grandstand main concourse; there are also two exit stairs to the roof of the arena, with a fenced‐in enclosure leading to the upper concourse of the stadium. Exit to grade is provided via gates to ramps at both the east and west ends of the main concourse. ‐ For purposes of this code analysis, and based on review of partial construction documents for the original building construction, it is assumed that the arena and stadium are considered one building. With this in mind, the upper concourse is considered an exterior exit passageway and the lower concourse is considered a public corridor, separated from adjacent spaces by a ¾ hour fire separation. Washrooms: ‐ With a seating capacity of 9,260, a total of 68 toilet fixtures and 34 lavatories are required to meet current code requirements. While the existing fixture count of 116 exceeds code requirements, an overwhelming majority are provided for men vs. women (86 men’s fixtures, 30 women’s fixtures). There appears to be adequate room to change some of the men’s washrooms to women’s washrooms to bring the fixture count in line with current codes. ‐ Many of the fixtures generally appear to be original, i.e. installed during construction of the building. As such, they most likely do not conform to current standards of water usage, and should be replaced to low‐flow fixtures. ‐ Based on discussion with building staff, it is our understanding that there is asbestos in pipe insulation at elbows. A full hazardous materials report is recommended to identify all areas where asbestos or any other hazardous materials are present. Building Envelope: ‐ The roof appears to be in relatively good condition; having been replaced in 1999‐2000, it should be suitable for several more years. ‐ The existing concourse perimeter consists of single pane (non‐ insulated glazing) in non‐thermally broken frames along the

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north, east and west elevations, which contributes to excessive heat loss during the winter months. ‐ Based on discussion with stadium personnel, it is our understanding that water is leaking from joints in the pre‐cast seating tiers into the arena, and potentially from outdoor stadium concourses. ‐ Exterior paint to main structural girders is peeling. Architectural Finishes: ‐ Generally, finishes appear to be worn and out‐of‐date. ‐ Main Concourse finishes include VCT flooring and exposed structure with spray‐on fireproofing at the roof, and unpainted underside of precast seating tiers to the bowl ‐ Lower concourse finishes include VCT flooring and acoustic ceiling tile. ‐ Private suites finishes include carpet at floor, painted gypsum board walls, acoustic ceiling tile, and plastic laminate millwork. ‐ The arena bowl is finished with painted concrete seating tiers and painted steel pipe guardrails. Fireproofing at building structure and deck: ‐ We were informed by building staff that the original asbestos fireproofing on the arena roof deck and building structure has been removed and the current fireproofing is not asbestos based. ‐ The fireproofing in the concourses appears to be flaking off in some areas, and is visually unappealing in the seating bowl. A more detailed survey of the condition of the fireproofing should be undertaken; however, for purposes of this study, it is assumed that a new fireproof topping will be sprayed over the existing.

Existing Building Review Frank Clair Stadium Spectator Sightlines: ‐ On the May 13 site review visit, the air‐supported structure was covering the existing soccer field. Based on our review of the sightlines then, as well as more detailed review of sightlines based on existing building drawings, it has been determined that sightlines to the soccer field are below modern facility standard. Acceptable design should provide clear sightlines to the touchline (sideline) of the soccer field; the current position of the field does not provide this. In fact, the sightlines are such that a player of average height cannot be seen at all when they are

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within the field of play along the touchline. This is also the case for seating at the south grandstand. NORTH GRANDSTAND Seating at north grandstand: ‐ Existing seating count is 15,100 ‐ Existing aisle steps are only 46” wide. Current code calls for 48” wide steps. ‐ Inadequate landing space is provided at vomitories where steps come down. 4’ wide landing space is required at main landing to 4’ wide steps ‐ Tier width is 2’‐8” (32”). At the bench seating areas, clear width of 12” is provided between the front edge of the bench and the back of bench on the tier below, which is the minimum required by code. ‐ Distance / number of seats between aisles is in conformity with current code. Public Circulation: ‐ The upper stadium concourse provides approximately 15,900 s.f. of circulation space, and the lower concourse has approximately 10,200 s.f. of circulation space, for a total of 26,100 s.f. This translates to roughly 1.75 s.f. per person. A modern facility will provide a minimum of 3.5 to 4 s.f. per person. Based on discussion with personnel at the facility, we understand that access is provided to the Civic Centre concourse during stadium events. This additional 25,000+ s.f. of space brings the total area per person up to 3.4 s.f., which is approaching industry standard. ‐ Assuming half of the spectators exit via the upper concourse and half via the lower concourse, then 7,550 occupants exit via each concourse. ‐ The lower concourse narrows to 13’‐4” where balconies have been built to provide an area for follow spot lights in the arena. While the concourse feels tight in these locations, adequate exit width is provided, assuming spectators exit to the nearest exit. Exiting: ‐ Exiting from the north grandstand is provided via ramps on the east and west ends of the grandstand. Switchback ramps provide exiting from the upper concourse, which converge with a ramp at the exits from the lower concourse. ‐ Based on the current seating capacity, a minimum exit width of 92’ is required. The lower ramps provide approximately 86’ of exit width; additional access to exits are provided at the raised walkways along the east and west perimeter of the Civic Centre to the stairs along the north edge of the building, thereby

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providing adequate exit width. Distance to vomitories from the seating tiers is within the limits of current building code. Vomitories lead to the upper concourse which is considered an exterior exit passageway, and to the lower concourse which is considered a public corridor, separated from adjacent construction by 45 minute fire separation Washrooms: ‐ With an existing seating capacity of 15,100, a minimum of 53 WC fixtures and 27 lavatory fixtures is required for men and women each. ‐ The current WC fixture count for men is 83, which approaches an industry recommended minimum ratio of 1:80 for a fixture count of 94. The current WC fixture count for women is 43, which is both below code and industry recommended ratio of 1:70 (for a recommended fixture count of 108). ‐ The current lavatory fixture count is 13 for men and 13 for women, which is less than half the required fixture count. ‐ Since the arena concourse is utilized during stadium events, the fixture count available is increased significantly, providing enough fixtures to meet building code requirements. ‐ It appears that all the washroom fixtures are original, and as such do not meet current codes and standards for water conservation. Food and Beverage Concessions: ‐ The amount of concession area in the north grandstand is low by current industry standards. Fixed points of sale (“p.o.s.”) are typically provided at a ratio of 1 p.o.s. per 200 to 250 spectators. ‐ Based on counter length at the existing stadium, there is the opportunity for roughly 40 p.o.s., where a ratio of 1:200 would lead to approximately 75 p.o.s. Assuming the arena concourse concessions are utilized for stadium events, the 20 p.o.s within the arena brings the total fixed points of sale up to 60. ‐ With wide concourses in the corners of the arena, there appears to be adequate room for additional portable points of sale in order to meet today’s industry standards. EXISTING SOUTH GRANDSTAND: Sightlines: ‐ As noted previously, the positions and rake of the upper seating tier do not provide an adequate view of the soccer pitch. In addition to this, the amenities supplied on the upper concourse do not meet current standards for buildings of this type. Public Circulation: ‐

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With a seating capacity approaching 8,000 spectators, the existing concourse area of 9,540 s.f. provides approximately 1.2 s.f. per person circulation space, which is below current industry standards.

Exiting: ‐ Current building code requires a minimum of 4 means of egress from assembly areas of more than 4,000. The current layout provides only two exit ramps and therefore does not comply. ‐ Assuming that the number of exits is acceptable with the concourse as an exterior exit passageway, the minimum exit width required for ramps with this number of occupants is over 47’; the two ramps together provide a combined width of less than 34’, so exit width is below minimum code standards. Washrooms: ‐ Washroom fixture counts meet the minimum code requirements for both WC and lavatory fixtures for both men and women; however, both fall below industry recommendations. Food and Beverage Concessions: ‐ The amount of concession area in the north grandstand is low by current industry standards. Fixed points of sale (“p.o.s.”) are typically provided at a ratio of 1 p.o.s. per 200 to 250 spectators. ‐ Based on counter length at the existing stadium, there is the opportunity for roughly 25 p.o.s., where a ratio of 1:200 would lead to approximately 40 p.o.s.

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Architectural Design Narrative

Civic Centre Arena As a renovation to an existing building, the intent is to enhance to functionality of the building, and maintain or improve where possible the life‐safety performance of the building. As the building use is not being altered from its current use and there are no major alterations or additions of space, the assumption of the building design is that no major life‐safety changes are being implemented. Event Level: ‐ The existing dressing rooms appear to be in relatively good condition, with various renovations and updates occurring over the life of the building. Assuming that the area is functioning adequately for hockey and other ice events, we recommend minimal work be done on an as‐needed basis, e.g. new tile and grout in shower areas, repainting in all spaces, new ceiling tiles . ‐ The movable seating tiers at centre ice along the north and south sides of the rink are steel frame construction with plywood risers and treads. Review of the south side revealed damage to the spray‐on fire proofing where seats have been installed. At a minimum, these areas would need to be re‐fireproofed, to return the tiers to the level of safety prior to the new seats being installed. Lower Arena Concourse: ‐ The lower Arena concourse will be renovated to become a new Club Concourse serving the spectators on the south side of the arena. As well, this area will provide circulation and amenities to new field‐level VIP seating – as well as a new “Club” section in the lower centre of the north grandstand ‐ for stadium events. New stairs will be installed at the south face of the grandstand to provide access to the Club Concourse. ‐ The Club Concourse will be refinished with new porcelain tile flooring, new acoustic ceiling tiles, new lighting, and new food and beverage areas, ie. bars/open counters at the east and west ends of the concourse. In addition, the washrooms will also be refinished with new porcelain tile flooring, lighting, wall finishes, and vanities. ‐ The west lobby at this level provides access to the lower arena concourse and main facility offices. The concrete structure which forms the roof of the lobby also serves as the main landing for access to the main arena lobby and lower stadium concourse above. Water infiltration through the deck above appears fairly extensive. At a minimum, the concrete topping to the slab above should be removed, and a waterproof membrane installed, and

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then a new topping layer re‐poured. This entrance will be renovated to create a new, more inviting VIP entrance to the renovated concourse, with new ceiling finish, lighting, and porcelain tile flooring. The existing facility office area will receive a general refurbishing, with new carpet, ceiling tile, lighting, and painting for all wall surfaces.

Main Arena Concourse: ‐ The Civic Centre facility is overwhelmed by the mass and structure of the stadium. A major objective of the renovation design is to provide more identity at the street level to the Centre. Along the north side of the Civic Centre, canopies with lighting and signage will be provided to complement the proposed retail development on the north side of the arena as well as emphasize more prominent entry points, and provide weather protection to the main concourse at the North‐east and North‐west corners. ‐ A new VIP elevator and open feature stair will be provided at the northwest corner of the concourse to provide access and improve egress to and from the existing suite level. ‐ The existing main concourse will receive a complete facelift, with new metal baffle ceiling and lighting, porcelain floor tile, new paint at walls, and new concession fronts and counters. ‐ New vanities and lighting will be provided in the existing washrooms. ‐ The concourse is provided with an abundance of natural light with extensive glazing around the building exterior. The existing aluminum glazing system appears to be in relatively good condition; however, the glazing is non‐insulated, which is a liability in both heating and cooling seasons. A new 1” insulated glazing system with thermally‐broken clear anodized aluminum frames will be installed. As noted elsewhere in this report, the existing infrared heaters along the building perimeter will be deleted with the added benefit of the insulated glazing. In addition, the concrete framing elements at the perimeter wall appear to be non‐thermally‐broken as well. These vertical elements will be insulated on the inside face, with aluminum cladding providing both a finished surface and protection for the insulation. Suites: ‐ The existing suites are reached via internal stairs at the west and east ends of the seating bowl. A new elevator and feature stair will be constructed, providing suite patrons with a more appropriate “VIP experience” as well as barrier‐free access to the suites level.

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The suites and media areas will receive new finishes (carpet, laminate, counters, ceilings, paint) and new lighting.

Building Envelope: ‐ As noted earlier in this report, the perimeter glazing at the Civic Centre will be replaced with insulated glazing, enhancing the thermal performance of the building envelope. ‐ During a visit to the facility, we were also made aware of water leaking at the joints in the precast concrete seating tiers at the stadium seating above, especially during spring thaw when snow blocks water from running off the tiers. To remedy this, we recommend that the existing sealant be removed from all the existing joints in the pre‐cast seating tiers at the entire north grandstand, the surfaces to be properly cleaned, sealed, and prepared for new caulking to be installed. A flexible caulking / sealant will then be installed at each joint, with a new galvanized steel cover attached over the joint for protection. ‐ As a secondary level of protection, an internal gutter system is proposed along the south wall of the arena to channel away any water that gets through the building envelope. More detailed design investigation will be required to determine the best possible way to control any water that does enter the building. ‐ It should be noted that due to the design of the initial structure, there is an inherent potential for water infiltration due to reliance on sealants to provide moisture control. The proposed approach will at a minimum return the system to its original condition, and then mitigate the problem or water infiltration with the gutter system. ‐ There is also some water infiltration through the outdoor concourse slabs. Building sections through the original building indicate the outdoor concourse construction to consist of a waterproof membrane on metal deck, insulation, and 8” concrete slab. As noted in the structural section later in this report, it is recommended that the concrete topping be fully removed and the waterproof membrane replaced. Exhibition Hall: ‐ The continued use of the existing Exhibition Hall located below grade at the north side of the Civic Centre for Exhibition purposes is currently in question. As such, any work in this area is not considered part of the scope of work for the stadium and arena complex. There are some possible options listed below which are currently being explored: ‐ Option 1: Continued operation as Exhibition Hall, or other assembly type occupancy; with this option, a new, more visible

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entry point is recommended, with interior stairs and elevator to provide barrier free access to the Hall. Option 2: Conversion of space to parking; vehicular access to this area could be provided via the existing tunnel at the north‐east corner of the Exhibition Hall. An additional tunnel at the west end could provide ‘loop’ access to the proposed parking area. This option will require a 2‐hour fire separation between the arena and the new parking area; this includes the ceiling of the Hall which is also the floor of the arena above. The work will also include new exhaust and fresh air distribution, new lighting, fire protection system, elevator access, and new exit stairs, as well as demolition of all existing finishes. In addition, a new slab on grade with slopes to drains would be required. The slab could be asphalt on a granular fill. Water proof membranes may have to be added in certain areas to protect concrete which would not be class C‐1 required for a parking garage construction. The floor to floor height is quite high so that a second slab level may be possible with columns supported on spread footings. Option 3: Conversion of space to a nightclub or similar facility; similar to option 1, a new, more visible entrance would be recommended, as well as barrier‐free access. As a separate tenant space within the arena, a fire separation from the existing arena would be required.

Architectural Design Narrative Frank Clair Stadium North Grandstand Field Level: ‐ As noted in the Civic Centre Arena renovation above, the lower concourse on the south side of the Civic Centre will be upgraded to function as a club concourse for the arena as well as new field‐level seating along the north side. ‐ Three rows of seating will be provided on a galvanized steel bleacher structure with aluminum tiers. These will be provided as pre‐constructed units which can be easily re‐located. A total of approximately 260 seats will be provided. As club seating, these seats will be a minimum of 20” in width. Lower Concourse: ‐ The existing concourse is relatively narrow, with less than 20’ from the face of the washroom walls to the opposite (north)

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wall; however, the exit width meets code requirements. As noted earlier in this report, the concourse concrete slab will be demolished so that the waterproof membrane below can be replaced. Insulation will be installed above the membrane to provide protection of the membrane and enhance the thermal performance of the arena building envelope. A new slab will be poured over the insulation. ‐ The overall concourse area will require a facelift with new painted finish on all surfaces and new lighting. The same finishes will be applied in the washroom and concession areas as well. Upper Concourse: ‐ The upper concourse will receive an update of finishes, similar to the lower concourse finishes noted above. In addition, the existing chain link fence wall along the north side of the concourse will be demolished, and a new wooden slat fence will be installed, to provide a screen to the adjacent roof and rooftop mechanical equipment. A new arched fabric ceiling is also proposed for the concourse. ‐ The washrooms and concessions at the upper concourse will also receive the same finishes as noted above. Suites: ‐ The existing suites are reached via the aisles in the seating bowl. The existing suites will be fully refurbished with new finishes throughout, including carpet, acoustic ceiling tiles, millwork, and paint. ‐ Additional marketing and analysis is recommended to determine best possible other use, such as group sales suites or a VIP Club/ Bar area. Media Gondola: ‐ The existing gondola is below current standards in terms of access and facilities provided and will be demolished. New media facilities will be provided at the new south grandstand. Seating Tiers: ‐ Given the condition of the existing seating products, existing seats and benches will be replaced. ‐ Existing seating tiers shall be cleaned and new concrete sealer applied. ‐ New seating shall be installed, with minimum of 19” seat width throughout. Approximately 5,000 flip‐up seats with backs will be supplied at the midfield area, similar to the current extent of individual seating in the existing stadium. The balance of seating on the north grandstand will be bench with back. ‐

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Roof: ‐ The existing roof will be partially demolished, leaving the main girder structure in place. ‐ A new Teflon fabric roof is proposed to replace the existing extent of roof coverage. The fabric will provide a lighter feel to the structure, as well as allow diffuse natural light to penetrate to the seating below. ‐ This new roof will match the roof at the south grandstand to visually unit the stadium massing together. ‐ A possible cost‐saving option for the roof is to cut a slot into the existing roof towards the north side of the grandstand to introduce more natural light into the seating area. The north side of the roof would also be extended to the north to provide more protection from snow loading over the upper concourse and roof areas. Structure: ‐ The structural engineering firm of Adjeleian Allen Rubeli Limited (AAR) has been commissioned by the City of Ottawa over the years at various intervals to provide structural analysis and recommendations regarding the ongoing upgrades and maintenance of the stadium/arena structure. With the permission of AAR, the summary of required work (which applies to our study) based upon the respective investigations and studies is as follows. The full summary and reports can be found in the appendix: 2007 Structural Adequacy Report ‐ Ottawa Civic Centre and North side stands, dated September 2007(project #3061‐23. This report looked at the condition of some of the large box girders and made a series of recommendations to be completed, the following of which have not been carried out: Within 3 to 5 years: a. Clean and paint stadium roof structural steel roof framing. b. Clean and paint structural steel box girders, exterior and interior at only areas directly exposed to exterior. c. (It was not known at the time of this study whether the existing paint contained environmental impurities.) d. Detailed condition survey of stadium seating guardrails and repairs. e. Detailed condition survey of water leakage at north entrance to service area and exhibition hall. f. Detailed condition survey of east and west vertical precast top lateral supports at underside of box beams A and H. g. Condition survey and repairs to stadium precast seating end

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panels. 5 years plus: a. Condition survey and concrete repairs to east and west entrance ramps, arena promenade and Bank Street stadium and arena entrance structure. b. Repointing or sealing joints between stadium precast seating panels. c. Full structural inspection of the building including the interior of all eight box girders in 5 years (covered in subsequent report #3061‐28 in 2008, below); to be undertaken again in 2012. 2008 Structural Adequacy Report ‐ Including the Steel Box Girder Structural Investigation ‐ Ottawa Civic Centre and North Side Stands, dated August 2008(project #3061‐28). This report looked at the condition of the remaining 4 box girders not reviewed in 2007, the upper and lower stadium concourses where water infiltration was noted previously, and the supports to the upper stadium boxes which underwent some damage due to severe snow loading on the large stadium roof above. Recommendations were made in this report, the following of which have not been carried out: a. Box Girders – NOTE: this work has been carried out subsequent to the report being published: i. Identify extent of stress fractures in the steel web plates with ultrasound testing ii. Verify the extent of stress fractures to confirm that the ends of the cracks have been properly identified. iii. Re‐evaluate for stress fractures in 6 months; monitoring program has been recommended. b. Stadium Concourses: i. Removal and replacement of the concrete topping and membrane system. ii. Replacement of the deteriorated steel deck (estimated to be 25% of the surface area). iii. Removal and instatement of the existing concessions, block walls and other finishes to accommodate the removal of the existing topping. c. Stadium Corporate Boxes; note: this work has been carried out and completed. Additional work was also recommended to avoid future concerns (not completed):

i. Remedial work at 5 hanger locations ii. Remedial work at 7 truss locations

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iii. Remedial work at 5 sheared bolt connections iv. Temporary bracing during remedial work d. Stadium Structural Steel Roof: i. Cleaning and painting of the main structural steel box girder exteriors as well as the secondary structural steel roof members. 2008 Structural Design Analysis of the Main Box Girder Frames ‐ Ottawa Civic Centre and North Side Stands, dated November 2008, (project #3061‐34). This report analyzed the primary structural elements for gravity loads only, (i.e. to determine whether the north stands could accommodate a full capacity crowd on the seating tiers) Recommendations were made in this report, the following which have not been carried out: i. Reinforce the existing structural steel stadium raker beam in order to increase its load carrying capacity; or ii. Replace existing precast tiers and concrete block with lighter sections in order to meet the original design load maximums. (for the purposes of this report, we will investigate the cost of only item i, strengthening the existing rakers.)

Architectural Design Narrative Frank Clair Stadium New South Grandstand As noted previously, the existing south upper grandstand does not provide acceptable sightlines to the existing playing field for soccer. With the proposed relocation of the field 15’ to the south, the sightlines are further compromised. With the inclusion of new dressing rooms and team support spaces in the new south grandstand, the existing Eddie Friel Building at the south‐west corner of the site will be demolished. Field Level: ‐ The field level floor plate will be occupied with team and facility support spaces, including home team dressing rooms for professional football, university football, and professional soccer. Visiting team dressing rooms will also be provided for these sports as well as community use. ‐ Facility loading and operations (food and beverage, garbage, etc.) will be accessed at this grade level as well at the south‐east corner. ‐ East and West Endzones will feature raised slab‐on‐grade levels,

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providing “party zones” for spectator viewing. The west side of the stadium will feature a retail / commercial block which will provide a “front door” presence to the stadium. As well, this mass will provide greater enclosure to the west endzone viewing area. The west side of the stadium will also feature the stadium video and score‐board, and it will also serve as the stage end of the stadium for concerts. New at‐grade gates will be provided at the south‐east and south‐ west corners of the stadium, made more prominent by canopy structures. The north‐west and south‐west corners, as well as the east end of the stadium will be enclosed by a series of masonry piers and metal fencing to a height of 10’.

Lower Concourse: ‐ The new outdoor main concourse will provide access to lower tier seating, including an enclosed, climate‐controlled VIP Club at midfield. ‐ Washroom fixture ratios are designed at 1 WC fixture: 80 men and 1:70 for women. ‐ Concessions are provided with a ratio of 1 fixed point of sale per 200 spectators. ‐ The concourse area is provided at a ratio of 4.5 s.f. per person. Suites and office: ‐ A total of 28 suites will be provided, with 12 exterior seats per suite. ‐ At the suite level, team offices will be on the south side of the stadium, with glazing looking out over the canal. Offices will be finished with carpet, painted gypsum board walls, and acoustic ceiling tiles. Upper Concourse: ‐ The outdoor upper concourse will provide access to upper tier seating, with the same area, washroom, and concession ratios as the lower concourse. Media Level: ‐ The enclosed media level will provide space for TV and radio broadcast and written press, as well as washroom facilities for occupants. ‐ The media level will be fully accessible via stairs and elevator. ‐ Finishes in the area will carpet, painted gypsum board walls, and acoustic ceiling tiles.

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Frank Clair Stadium / Ottawa Civic Centre Arena Renovation & Addition Study

Roof: ‐ The upper tier of the south grandstand will be covered with a new Teflon roof, similar to the one proposed for the north grandstand. ‐ As a cost saving option, a smaller roof can be provided, which is cantilevered off the media level roof, similar in scale and scope to the roof provided at BMO Field in Toronto. ‐ Three separate options for the stadium roof at the north and south grandstand are included in the plan drawings.

Page 25

August 28, 2009

FRANK CLAIR STADIUM OTTAWA Spectator Facility Building Program - South Grandstand

PART 1: Seating Areas Seats/ Stand/ Subtotal Unit Unit Seating: The Spectator Viewing Capacity(â&#x20AC;&#x153;SVCâ&#x20AC;?)(plus or minus 2%) includes all seats and designated standing positions including General Seating; Club Seating; Suite Seating; Accessible Seating (and attendant seating); Hospitality, Group Sales and Corporate Sponsor Suites; Loges; Media seating Maximum rise between tiers of 18" (450mm); 1st row of seating approximately 5' above playing field Seating Area

Units

General Seating

4,500

4,500 Minimum Chair Width: 19" (bench with backs) Minimum tread depth: 33" (840mm) Maximum number of seats between aisles: 30 (40 at last row in corners)

General Seating

4,800

4,800 Minimum Chair Width: 19" (individual seats with backs) Minimum tread depth: 33" (840mm) Maximum number of seats between aisles: 36 (40 at last row in corners)

Club Seating - South

750

750 Minimum Chair Width: 20" (individual seats with backs) Minimum tread depth: (33") 840mm Maximum number of seats between aisles: 24

Accessible Seating - All seating levels

400

400 Shall be in conformity with Ontario Building Code: 1% of total seating for Wheelchairs and attendants

504 Minimum Chair Width: 22" (padded seat and back)

Private Suites - South Side Media - South

80 Minimum tread depth: 1600mm

Total Spectator Viewing Capacity - South Grandstand

11,034

N h Grandstand North G d d

13,500 13 500

North VIP Seating

260

South Grandstand Club Seating (Lower Tier)

750

South Grandstand General Seating (Lower Tier)

4,000

South Grandstand General Seating (Upper Tier)

4,750

South Grandstand New Suites

500

West Standing

150

East Standing Total Spectator Viewing Capacity - STADIUM

August 28, 2009

150 24,060

page 1 of 5

FRANK CLAIR STADIUM OTTAWA Spectator Facility Building Program - South Grandstand

PART 2: Public Areas Stadium Areas

quantity

Area/ Unit (ft2)

Subtotal

Totals

(ft2)

Suites Suites

Group Sales Suites VIP Club

Concourses/Entrances

Remarks

19,250 Calc. excludes seating area 30

325

9,750

1,100

2,200

7,300

(people)

All suites to provide built-in counter/buffet, accommodations for tenant-supplied fridge, sink, storage, flat-screen TV., stereo, tel/data Same amenities as Suites, described above. LOCATION TO BE DETERMINED. Bar, food service to be provided; Club washrooms to be located adjacent to the space 45,000

Building to have 2 major general spectator entrances, 2 vip club seat / private Suite Entrances. Spectator Entrances to provide convenient, direct access to seating, washrooms, and concessions; All concourses to be open-air. Minimum area indicated. A larger concourse may be required based on exit width, stacking at concessions, etc. General Concourse

Washrooms

10,000

4.50

45,000

(wc+urinal)

4.5 ft2 per person general concourse

8,140

Fixture counts based on 50% and 50% female occupants in the building. If possible, change-over flexibility of male / female washrooms to be provided (i.e. washrooms with all WC's) to be incorporated to a maximum of 20% of total required fixtures; 1 sink per 3 fixtures; men's fixtures shall be 75% urinals; total of 134 fixtures, 45 sinks; Per MLS recommendations: 63 fixt M, 71 fixt W (OBC requires 40 fixt M, 40 fixt W) General Concourse Suite Level

134

7,370

330

121 men's @ 1/80 (40 sinks), 139 women's @ 1/70 (46 sinks) 6 single WR - distributed (6 sinks)

Group Sales Suites

220

1 WC and sink per suite

Family Washrooms

220

Evenly distributed throughout concourses

Concessions

(p.o.s.)

7,660

Exhaust Hoods and ductwork shall be provided for all concession spaces. Adequately sized sanitary lines, water, gas, and electric service will be provided at each concession space. Refer to mechanical and electrical performance specifications for further details. General and Club Concourse Hawkers' Rooms / Retail Storage

100

5,500

Even distribution throughout the facility

540

2,160

Even distribution throughout the facility

215

1,290

Stadium Retail Retail Kiosks at Each concourse

August 28, 2009

1,290 Even distribution throughout the facility

page 2 of 5

FRANK CLAIR STADIUM OTTAWA Spectator Facility Building Program - South Grandstand

Part 3: Service Areas Stadium Areas

quantity

Area/ Unit (ft2)

Subtotal

Totals

(ft2)

Media

Remarks

6,630

Event level Media facilites shall be clustered as much as possible to minimize circulation space and wiring infrastructure. Broadcast Booths (6) Written Press Box

110

660

Each booth to include desk with recessed TV, power, tel/data connection

27.0

1,080

Washrooms

160

320

At Media Level and Event Level

Servery - Upper Level

160

320

At Media Level and Event Level

Flash Interview/Mixed Zone

540

Press Conference Room

18.0

1,170

Media Workrooms

27.0

810

Will also serve as Meeting Room Adjacent to media truck parking

Patch Room

430

TV Production

1,300

Media Trucks (2)

75 viewing positions with desk, power, and tel/data connection

Adjacent to field access doorway - Event Level Dias at one end of room; sound system, seating for 65; will also serve as Meeting Room; Movable walls to allow more Media workroom space; Adequate for National Events IAAF

2 permanent spaces with bulkhead, 2 alternate spaces w/ conduit

Media (300) Level Circulation

Food & Beverage

3,230

Central Storage

2,150

Event Level

Pantries

540

1,080

Suite Level

Security/Building Control

430

Ticket Offices

1,100

12 windows, incl. offices, WR, staff area, vault room & storage

Event Staff Change Rooms

700

1,400

Gender separated change rooms

Uniform Laundry/Storage

1,100

shared by all building users

Staff Break Rooms

215

Operations/Event Staff and Ticketing

5,655

Police Office

160

Janitor Closets

110

440

Each Level; even distribution throughout facility

First Aid (1x25)

270

Easy access to emergency vehicles; WC, sink, storage area

Security Spotter's Booth

110

Media Level

Audio/Visual Booth

430

Media Level; scoreboard and sound system control

Lobby

1,100

Football Team

5,500

4,500

Offices

Soccer Team Building Management

11,100

1 1

Shared by all offices, including meeting rooms, reception area, servery, and washrooms

Located in existing building

Mezzanine Corridors

August 28, 2009

page 3 of 5

FRANK CLAIR STADIUM OTTAWA Spectator Facility Building Program - South Grandstand

Loading/Maintenance/Storage

16,115

A minimum of 2 loading docks with dock levelers, and 1 stationary loading dock is recommended. Access for team buses, emergency vehicles, and truck with trailer for concert setup required at Event Level Loading/Marshalling Area

2,150

Garbage Rooms

110

330

2 loading docks with dock levelers; area shall be outdoor Each Level

Receiving/Holding

215

Adjacent to loading dock/ incl in Loading

Compactor/Recycling Room

1,600

Exterior access required for waste pick-up

Field Maintenance Room

430

Workshops

540

Included Above

Storage

2,150

Event level circulation

8,700

Service/Passenger Elevators (1x 4500 lb.)

485

.25m/s (50 fpm), refer to Performance Specifications for additional information

Passenger Elevators (2x2500lb.)

320

.5m/s (100fpm), refer to Performance Specifications for additional information

Stairs

1,100

8,800

540

Electrical/Comm. Rooms

270

810

Throughout Facility

Communications Entrance Facility

270

1@20, 1@15 / Main room at 100 Level

Communications Equipment Room

270

Water Meter/Fire Pump Room

375

Mechanical Room (Air)

Steam/Hot Water Room

750

680

Vertical Circulation

9,605

Mechanical/Electrical Main Electrical Room

August 28, 2009

Allowance for space to meet code

3,695

Gas Meter Cooling Tower

Allowance

5x7m Units to be outdoor roof-mounted, with architectural screening 7x10 m Included in loading area 8x8m yard or rooftop

page 4 of 5

FRANK CLAIR STADIUM OTTAWA Spectator Facility Building Program - South Grandstand

Part 4: Team and Performer Areas Stadium Areas

quantity

Area/ Unit (ft2)

Subtotal

Totals

(ft2)

Visting Team Dressing Rooms

Remarks

8,460

All locker rooms shall be located on the south side of the stadium to allow direct vertical access to the Media level and Protocol Suites. Standard Dressing Rooms

2,150

4,300

FIFA compliant dressing rooms for 30 people each; designed so that they can be further split into 4 dressing rooms each of 15 people for indoor soccer winter usage.) Each room shall include: 3 Massage Tables; adjacent to dressing space; 10 showers, 5 sinks, 1 foot-basin, 3 WCs, 3 urinals, 2 hair dryers; Coaches' office / Dressing Room with WC, sink, and shower

Visiting Team Dressing Room

3,000

Dressing room divisible into 2 separate areas with 25 lockers each; each area to include 8 showers, 3 lav, 3 WC's, 3 urinals; trainers' room to be included

Medical Examination Room

260

To FIFA standards; to accommodate exam table, 2 stretchers. Shower, sink and WC shall be provided

Referee/Star Dressing

450

Lockers and seating for 4, to accommodate table, massage table, refrigerator, white board, tele/data connection

Referee/Star Dressing

450

To standards per above; additional room required for gender separation

Home Team Facilities

22,600

CFL Team

for 52 players; incl. 12 showers, 5 lav, 3 WC, 5 urinals; Trainers Area with hot and cold therapy tubs; equipment Managers' area

8,000

University Football Team (tenant)

4,000

for 65 players; incl 16 showers, 6 lav, 4 WC, 5 urinals, coaches' office and change room

Soccer Team

4,000

for 25 players to FIFA standards + Head Coach's Office, Assist. Coaches' Office, Coaches' WR with shower, Trainer's Office, Workout Room. Whirlpool, Steam Room, Equip/Storage Room

Strength & Conditioning Area

4,000

incl. 120 s.f. Office, 120 s.f. Counseling and Assessment Room shared by Home Teams

Exercise Room Storage

Equipment Storage Rooms

Offices Total

August 28, 2009

4,000

450 2,150

450

adjacent to exercise room/ Included Below

2,150

350 168,430 does not include seating areas or field surface

page 5 of 5

4211 Yonge Street Suite 500 Toronto Ontario M2P 2A9 416 487 8151 f 416 487 9104 smithandandersen.com

MECHANICAL REPORT AND OUTLINE SPECIFICATION FOR LANDSDOWNE PARK REDEVELOPMENT FRANK CLAIR STADIUM - CIVIC CENTRE ARENA RENOVATION WORK OTTAWA, ON TO BBB ARCHITECTS OUR PROJECT NUMBER: 09131.000.M.001 DATE: JULY 2, 2009

Ottawa Ontario 613 230 1186 Dubai United Arab Emirates 971 04 323 6202 Calgary Alberta 403 261 8897

INTRODUCTION

1.1.1.

A proposed redevelopment of the existing Ottawa Civic Centre to enhance the existing spectator seating areas on the north and provision of new seating areas to the east, south and west along with new concession areas, private suites, team administration and locker facilities.

1.1.2.

The building is a three storey multi-use facility with program areas that include: exhibit/conference halls, a 10,000 seat spectator arena bowl, arena locker/change room facilities, an indoor arena concourse, a 30,000 seat spectator football stadium (split between north and south seating areas), three outdoor football stadium concourses (two on the north side, one on the south) and staff office spaces.

1.2.

HAZARDOUS MATERIALS

1.2.1.

It is understood that hazardous materials may be present (e.g. asbestos, mould, PCBâ&#x20AC;&#x2122;s, etc.) within the existing building. The identification of and abatement recommendations with respect to hazardous materials is outside the scope of services provided by Smith + Andersen.

1.3.

THIRD PARTY USE

1.3.1.

Any use that a third party makes of this report, or reliance on or decisions to be based on it, are the responsibility of such third party. Smith + Andersen accepts no responsibility for damages, if any, suffered by any third party as a result of decisions made or actions based upon this report.

1.4.

GENERAL LIMITS

1.4.1.

The review of existing installations was general in nature and limited to casual, visual observation without removal of ceilings, chases, destructive testing or dismantling. The review was not exhaustive and was performed to acquire a general understanding of the condition of existing systems. Existing electrical drawings were not made available for the review of existing systems.

1.4.2.

This report has been prepared solely for the use of the client and its design team associated with the project. The material contained in this report reflects Smith + Andersenâ&#x20AC;&#x2122;s best judgement in light of the information available at the time of preparation. There is no warranty expressed or implied. Professional judgement was exercised in gathering and assessing information. The results presented are the product of professional care and competence and cannot be construed as an absolute guarantee.

1.4.3.

Where expected or anticipated equipment life is provided it is based on ASHRAE Median Service Life statistics. Actual life of equipment will vary depending on variables such as operation, service and maintenance frequency. Equipment Commercial Water to Air Heat Pumps Cooling Towers Controls (Electric) Pumps Ductwork Dampers Fans Boilers Burners

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Service Life Estimate (median) 19 years 20 years 16 years 20 years 30 years 20 years 25 years 24 years 21 years

Diffusers/Grilles Electric Motors Coils Heat Exchangers Gas Fired Furnaces

27 years 18 years 20 years 24 years 18 years

EXISTING BUILDING

2.1.

GENERAL

2.1.1.

A review of the mechanical building services took place on Friday, May 22 2009. This consisted of a tour through the mechanical and electrical areas throughout the building in addition to all of the program spaces identified above. We were accompanied during the tour by one of the building operations staff (Barry Shirley).

2.1.2.

Neither the drawings of the building mechanical systems were available nor the operating and maintenance manuals.

2.1.3.

Subsequent to our field review a copy of a Mechanical Concept Design Report, prepared by Stantec in December 2007, has been forwarded to our office. This report includes a commentary on the existing building conditions, recommendations on system improvements/revisions and an order of magnitude cost estimates on the recommendations put forward.

2.2.

FIELD OBSERVATIONS

2.2.1.

Arena Bowl: .1

.3 .4 .5

The arena bowl air handling system is comprised of five (5) axial inline fans with glycol heating coils on their discharge located in the outdoor football stadium concourse. It appears that at one point the system was recircualting, but the return air ductwork to the fans has been disconnected and capped from what could be seen on site. The resulting system is therefore 100% outdoor air with no dehumidification capacity due to a lack of cooling coils on the discharge of the fans. From a ventilation point of view, it is doubtful that the system has the capacity to satisfy current standards. ASHRAE 62 prescribes 0.3 cfm/sq.ft. over the rink surface + 0.06 cfm/sq.ft. over the spectator areas + 7.5 cfm/person for the spectators â&#x20AC;&#x201C; the 7.5 cfm airflow rate per person for the spectators alone would require 75,000 cfm. This is almost doubt the estimated capacity listed in the Stantec report (39,000 cfm). The lack of dehumidification capacity in the system also results in poor ice quality (condensation, fog, etc.) as confirmed by the building maintenance manager. The lack of cooling in the air handling systems also causes poor space temperatures when the rink floor is being used for trade shows in the summer months. There are a series of gas fired infrared heaters at the high level of the space as well as electric infrared heaters under what is the floor of the football concourse. The high level units are presumably required because there is not enough heat available through the current air handling system, the low level units presumably because the air distribution system does not cover that seating area at all. The refrigeration plant appears to be well maintained and in good working order. No smoke control system was observed for the arena bowl, which is typically required for a facility/occupancy such as this. The arena bowl is unsprinklered.

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.6 2.2.2.

Arena Concourse: .1

.2 .3 2.2.3.

The building is equipped with a fire standpipe system complete with hose cabinets.

The arena concourse exterior envelope is quite poor – large single pane glazing units are situated between exposed concrete columns (thermal bridge issues). There are also no vestibules at the main entrances/exits. There appears to be little in the way of an air handling system for the space – only two small duct runs with diffusers serving the space were found (one at each corner). The result is a large amount of electric infrared heaters in the space, some fixed to the underside of the tiered arena seating, the others suspended from a metal track running the entire length of the north wall. The arena concourse is unsprinklered. The building is equipped with a fire standpipe system complete with hose cabinets.

Football Stadium Concourses: .1 .2

Concession and washroom spaces in the football stadium concourses are heating through gas fried infrared heaters. Washroom areas have been provided with sanitary exhaust systems comprised of ductwork, grilles and fans.

DESIGN CONDITIONS

3.1.

GENERAL

3.1.1.

For all proposed renovation and new work the design conditions and reference standards identified below will be used.

3.1.2.

Mechanical systems shall be designed in accordance with the “Basic” and “Prescriptive” standards set by ASHRAE 90.1-1989 “Energy Efficient Design of New Buildings”.

3.1.3.

Mechanical systems shall be designed in accordance with relevant Codes and Standards (OBC, NFPA, etc.).

3.2.

OUTDOOR DESIGN CONDITIONS

3.2.1.

Cooling:

OBC 2.5% for Ottawa, ON (30 deg.C. db / 23 deg.C. wb).

3.2.2.

Heating:

OBC 1% for Ottawa, ON (-27 deg.C.).

3.2.3.

Outdoor air ventilation rates shall be in accordance with ASHRAE Standard 62 and generally would be: .1 .2 .3 .4 .5 .6 .7 .8

Meeting Rooms: Multi Purpose Rooms: Offices Space: Locker Rooms: Corridors: Fitness Areas: Arena (playing area): Arena (spectator areas):

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5 cfm/person + 0.06 cfm/sq.ft. 5 cfm/person + 0.06 cfm/sq.ft. 5 cfm/person + 0.06 cfm/sq.ft. 100% outdoor air (heat recovery) system 0.06 cfm/sq.ft. 20 cfm/person + 0.06 cfm/sq.ft. 0.3 cfm/sq.ft. 7.5 cfm/person + 0.06 cfm/sq.ft.

3.3.

INDOOR DESIGN CONDITIONS

3.3.1.

The following are proposed indoor design temperatures and humidity levels for the program areas identified: .1

Administration Areas .1 Summer: 75 deg.F. approx. 50% RH +/-5% .2 Winter: 72 deg.F. [not humidified] Locker Rooms .1 Summer: 75 deg.F. approx. 50% RH +/-5% .2 Winter: 72 deg.F. [not humidified] Indoor Circulation Areas .1 Summer: 75 deg.F. approx. 50% RH +/-5% .2 Winter: 72 deg.F. [not humidified] Fitness Areas .1 Summer: 75 deg.F. approx. 50% RH +/-5% .2 Winter: 72 deg.F. [not humidified] Arena (Ice Event) .1 Summer: 60 deg.F. approx. 40% RH +/-5% .2 Winter: 60 deg.F. approx. 40% RH +/-5% Arena (Non-Ice Event) .1 Summer: 75 deg.F. approx. 50% RH +/-5% .2 Winter: 72 deg.F. [not humidified]

3.4.

AIR FILTRATION DESIGN

3.4.1.

The following air filtration levels are proposed for the new HVAC air handling systems indicated: .1 .2

Exhaust air systems: Supply air systems:

None Pre (30%)/Final (50-60%)

3.5.

NOISE DESIGN CRITERIA

3.5.1.

Noise levels due to mechanical equipment, ductwork, grilles, registers, terminal devices, diffusers, etc, shall be design not to exceed the recommended ASHRAE limit listed below for the areas indicated: .1 .2 .3 .4

Admin/Circulation: Meeting Rooms: Offices: Outdoors (Property Line)

NC-35 to NC-40 NC-35 NC-35 NC-45

EXISTING BUILDING PROPOSED UPGRADES

4.1.

HEATING VENTILATION AND AIR CONDITIONING (HVAC)

4.1.1.

Ventilation for the arena bowl does not satisfy current code â&#x20AC;&#x201C; consideration should be given to upgrading the existing system with a new air handling system with the capacity to supply the required minimum ventilation air (approx. 84,000 cfm is required).

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4.1.2.

Consideration should be given to utilizing desiccant dehumidification units for the air handling system to maintain low relative humidity and low space temperatures and improve the ice quality in the facility. Equipping these units with cooling sections will also improve space conditions during non-ice events (concerts, trade shows, etc). The following details our proposed system upgrade, .1 .2

.5 .6

.7 .8 .9

Arena Bowl (RTU-1A and RTU-1B) Two roof-mounted desiccant dehumidification units shall serve the ice rink equal to Engineered Air. The dehumidification units shall establish a humidity level in the arena of 40% for the beginning of any event. If the units cannot be located on the arena bowl roof adjacent to the upper football stadium concourse, the feasibility of creating a mezzanine level mechanical space within the bowl to house the units should be investigated. A variable volume ventilation module shall be provided to ensure proper air quality and dehumidification. A time of day schedule shall determine night setback or shutdown and a unit mounted CO2 sensor shall be provided to satisfy rink occupancy requirements by modulating the supply of outdoor ventilation air. The rooftop units will have the capability of providing a 100% outdoor air flow rate of 42,000 cfm each to satisfy code requirements. The total anticipated typical peak ventilation rate is 80,500 cfm for the rink. The dehumidification available in each unit shall be capable of removing 2,350 lbs/hr of moisture from the rink area. The unit shall be commercial grade and shall consist of supply fan, return fan, dampers, mixing section, filters, gas fired heating section, DX pre-cooling coil, desiccant wheel, gas fired process air reactivation section with fan, air cooled condenser section. Cooling and dehumidification capacities will be sized on the anticipated peak outdoor air ventilation rate of 80,500 cfm (40,250 CFM per unit). The arena air handling system will include distribution ductwork to ensure ventilation air is distributed throughout the space. Space mounted CO sensors shall be located throughout each arena to ensure safe air quality and increase RTU outside air as necessary to maintain setpoint. An exhaust fan will be installed to provide a small amount of space ventilation when the arena is in use but the spectator areas are not.

4.1.3.

Should the above arena bowl system proceed, particular attention should be paid to the ductwork distribution system required to improve the space ventilation effectiveness to improve conditions throughout the entire arena bowl (i.e. to cover the lower seating zone under the football stadium concourse) and also address any issues with carbon monoxide produced by the ice resurfacer during an ice event.

4.1.4.

Consideration should also be given to upgrading the existing arena concourse perimeter envelope and re-evaluating the HVAC approach in that area. Operational cost savings could be recognized if the glazing were to be replaced with units with enhanced thermal performance. In conjunction with this, the perimeter electric infrared heaters could be replaced with either a combination of low level hot water radiation and air handling or strictly through a new air handling system (depending on how well the new glazing could perform). The following details our proposed system upgrade, .1 .2

Arena Concourse (RTU-2) The concourse area shall be served by a roof-mounted constant air volume, air conditioning unit. Air shall be recirculated from the space to the air handler unit, mixed with outdoor air, filtered, heated or cooled and supplied to the space. The unit shall be capable of 100% outdoor air for free cooling when the ambient conditions permit. As with the arena bowl, if the units cannot be located on the arena roof adjacent to the upper football stadium concourse, the feasibility of

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creating a mezzanine level mechanical space within the bowl to house the units should be investigated The roof top unit shall be commercial grade equal to Trane, McQuay, Engineered Air and shall consist of dampers, mixing section, filters, indirect gas-fired heating section, DX cooling coil and supply fan. The capacity of rooftop unit RTU-10 shall be approximately 15,000 cfm with 30 tons of D/X cooling and gas heat

4.1.5.

A code report should be done to determine if the building requires a smoke control system for the arena bowl and/or concourse.

4.1.6.

The refrigeration plant appears to be well maintained and in good working order – current facilities however are employing equipment with heat recovery that allow waste compressor heat to be recycled back into the building. This consideration to improve the building efficiency and reduce operating costs should be priced as a separate option to be reviewed with the Client group. The following details what the system upgrade option should include, .1 .2

.6 .7

Ice Rink Refrigeration System The refrigeration plant shall consist of one (1) Cimco ‘Eco-Chill’ packaged skid refrigeration system, complete with disconnect control/starter panel, screw compressors, plate and frame chiller, dual plate and frame condenser, glycol cold pump, under floor heating pump, oil cooler pump and all required headers, piping, fittings, insulation and controls Ice temperature shall be monitored by a Cimco ‘Eco-Sens’ infrared rink controller for the Eco-Chill system. The controller shall read the ice surface temperature every 12 seconds and relay the information to a computer located in the engine room. The computer shall regulate the entire refrigeration system operation to maximize the heat recovery into the building (including glycol pumps) based on pre-programmed ice temperatures set specifically for day, time of day, holidays and activities. A thermal equalizer warm glycol tank shall be provided to accept and store waste heat for use in under floor heating (freeze protection) system, ice resurfacer snow melt pit and other building heating loads. An exterior cooling tower to reject waste heat when there is no need inside the building shall be provided complete with water sump tank, pump and associated water piping. Ammonia relief, fire box and fire lines shall also be provided. An exhaust fan tied into the ammonia leak detection system will be provided in the refrigeration room.

4.2.

PLUMBING AND DRAINAGE

4.2.1.

In an effort to reduce the building’s overall potable water use, all existing fixtures should be replaced with reduced flow units equal to those noted under item 5.7.4 below.

4.3.

FIRE PROTECTION

4.3.1.

Unless there is a desire to install a sprinkler system for the building, no fire protection revisions are proposed.

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4.4.

SYSTEM CONTROLS

4.4.1.

The existing control system serving the building is a combination electric and pneumatic system. A new microprocessor based building automation system (BAS) incorporating direct digital control should be considered for the redeveloped building.

PROPOSED REDEVELOPMENT

5.1.

HEATING SYSTEM

5.1.1.

No boiler system is proposed for the redeveloped south football/soccer stadium spectator and administration areas, occupied areas shall be heated via gas-fired rooftop units; service spaces shall be heated by gas-fired unit heaters. Outdoor concession and washrooms shall be heated by infrared heaters.

5.2.

COOLING SYSTEM

5.2.1.

Cooling shall be generated by direct expansion (DX) cooling coils located in air conditioning units with air-cooled condensers located on the roof. Refer to the Air Handling Units section.

5.3.

HUMIDIFICATION

5.3.1.

No humidification shall be incorporated in the rooftop air handling units.

5.4.

AIR HANDLING SYSTEMS

5.4.1.

Lower Level Locker Rooms, Media and Food/Beverage Areas (RTU-3) .1

.4 .5

.6 .7 .8

The lower level change room areas (CFL, MLS and Visiting Team) media and food/beverage areas shall be served by a custom, roof-mounted, air handling unit providing make-up air for ventilation, washroom exhaust and general exhaust. The air handler shall be 100% outdoor air with filters and enthalpy wheel to reclaim or reject heat to/from washroom exhaust to improve energy efficiency. The roof top unit shall be custom equal to Haakon, Racan or Engineered Air and shall consist of dampers, filters, enthalpy wheel, D/X cooling coil, gas fired heating coil section, supply fan and exhaust fan. The capacity of rooftop unit RTU-3 shall be approximately 8,000 cfm supply, 4,000 cfm washroom exhaust, 4,000 general exhaust and 20 tons of D/X cooling, 10 ton enthalpy wheel and gas fired heating coil. The D/X air conditioning shall have more than one stage of cooling for control over supply air temperature. It shall also be equipped with hot gas bypass. The exhaust system shall consist of anodised aluminum ductwork and shall exhaust the air from the shower and fixture areas through the enthalpy wheel in the roof top unit. Zones of change rooms shall each be provided with duct-mounted hot water heating coil to maintain space temperature. The washroom exhaust and general exhaust shall run separately until the final connection to unit. Each duct shall be complete with a backdraft damper. The food/beverage area shall be provided with a commercial cooking exhaust system constructed and installed to NFPA 96 should there be food preparation producing grease laden vapours within that space.

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5.4.2.

Stadium Club Lounge (RTU-4) .1

.3 5.4.3.

Corporate Boxes/Suites (RTU-5) .1

.3 5.4.4.

The corporate box/suites area shall be served by a roof-mounted constant air volume, air conditioning unit. Air shall be recirculated from the space to the air handler unit, mixed with outdoor air, filtered, heated or cooled and supplied to the space. The unit shall be capable of 100% outdoor air for free cooling when the ambient conditions permit. The roof top unit shall be commercial grade equal to Trane, McQuay, Engineered Air and shall consist of dampers, mixing section, filters, indirect gas-fired heating section, DX cooling coil and supply fan. The capacity of rooftop unit RTU-5 shall be approximately 7,000 cfm with 15 tons of D/X cooling and gas heat.

Upper Level Media Centre (RTU-6) .1

.3 5.4.5.

The upper lounge area shall be served by a roof-mounted constant air volume, air conditioning unit. Air shall be recirculated from the space to the air handler unit, mixed with outdoor air, filtered, heated or cooled and supplied to the space. The unit shall be capable of 100% outdoor air for free cooling when the ambient conditions permit. The roof top unit shall be commercial grade equal to Trane, McQuay, Engineered Air and shall consist of dampers, mixing section, filters, indirect gas-fired heating section, DX cooling coil and supply fan. The capacity of rooftop unit RTU-4 shall be approximately 6,000 cfm with 15 tons of D/X cooling and gas heat.

The upper lounge area shall be served by a roof-mounted constant air volume, air conditioning unit. Air shall be recirculated from the space to the air handler unit, mixed with outdoor air, filtered, heated or cooled and supplied to the space. The unit shall be capable of 100% outdoor air for free cooling when the ambient conditions permit. The roof top unit shall be commercial grade equal to Trane, McQuay, Engineered Air and shall consist of dampers, mixing section, filters, indirect gas-fired heating section, DX cooling coil and supply fan. The capacity of rooftop unit RTU-6 shall be approximately 6,000 cfm with 15 tons of D/X cooling and gas heat.

Miscellaneous Systems .1

Separate washroom exhaust systems shall be provided for the concourse washroom groups. The make-up will be transferred from the adjacent open-air concourse.

5.5.

NOISE AND VIBRATION CONTROL

5.5.1.

All mechanical equipment shall be equipped with vibration isolation control measures to reduce the transfer of vibration generated noise into the building structure.

5.5.2.

It is recommended that an acoustical consultant be brought on board to assess the impact of the rooftop units on the space below and at the property line.

5.5.3.

All supply, return and exhaust air system shall be equipped with silencers to reduce the duct borne equipment noise in the occupied spaces to acceptable NC levels.

9 OF 12 JULY 2, 2009 09131.000.M.001.MDB.02.DOC

5.6.

INSULATION

5.6.1.

Insulation for HVAC systems shall be in accordance with ASHRAE 90.1.

5.7.

PLUMBING

5.7.1.

GENERAL .1 .2 .3 .4 .5 .6 .7 .8 .9

5.7.2.

STORM SYSTEMS .1 .2 .3

5.7.3.

All exterior site services shall be provided under the Division 2 contract. Scope of work for Division 15 ends 1500 mm outside building perimeter. New above grade drains shall be collected and drained by gravity to site storm sewers. Weeping tile shall be collected in settling sumps and transferred to sump pits complete with duplex submersible pumps. Pits shall be pumped into site services storm drainage system. Sump pumps shall be on emergency power (if available).

SANITARY SYSTEMS .1 .2

5.7.4.

The Plumbing System shall conform to the Ontario Building Code. Above floor storm drains, sanitary drains and vents, 2-1/2 in. and larger shall be cast iron. Above floor sanitary drains and vents, 2 in. and smaller shall be hard temper DWV copper drainage tubing. Buried storm piping within the building shall be PVC. Buried sanitary piping within the building shall be PVC. Domestic water piping shall be copper type L. Valves will be Crane or equal of type and construction to suit service and working pressures. For all services 2 in. and smaller 600 psi WOG ball valves shall be used. All gas piping shall be schedule 40 steel. Piping 2 in. and smaller shall be screwed. Piping 2-1/2 in. and larger flanged.

All exterior site services shall be provided under the Division 2 contract. Scope of work for Division 15 ends 1500 mm outside building perimeter. New above grade drains shall be collected and drained by gravity to site sanitary sewers. Drains below the municipal services shall be collected in sump pits complete with duplex submersible pumps. Pits shall be pumped into the gravity drainage piping. Sump pumps shall be on emergency power (if available).

PLUMBING FIXTURES .1

The following plumbing fixtures are anticipated for the project: .1 Water closets and Urinals, “W-1”

Water closet, wall mounted, manual dual volume flush valve, water saver type.

“W-2”

Water closet [barrier free], wall mounted, manual dual volume flush valve, water saver type.

“U-1”

Urinal, wall hung, low volume water saver type, electronic “no touch” flush valve.

10 OF 12 JULY 2, 2009 09131.000.M.001.MDB.02.DOC

Lavatories,

“L-1”

Counter mounted [public washrooms and change rooms], electronic “no touch” 4 in. centre set.

“L-2”

Counter mounted [barrier free], electronic “no touch” 4 in. centre set.

Sinks,

“JS-1”

Custodial sink, precast floor mounted, braced hose faucet.

“S-1”

Counter top, single bowl, stainless steel, 8” centre set.

“S-2”

Counter top, double bowl, stainless steel, 8” centre set.

Showers,

“SH-1”

Metered push button style grouped on thermostatic mixing valve, floor or trench drain.

“SH-2”

[barrier free] Pressure balanced mixing valve, handset shower head on slide rail complete with flexible hose, floor drain.

Miscellaneous Fixtures,

“DF-1” 5.7.5.

DOMESTIC COLD WATER .1

5.7.6.

Concourse level washroom groups and concessions shall be provided with individual gas-fired domestic hot water heaters. Private suites shall be provided with local electric units located within their millwork.

NATURAL GAS .1

5.7.8.

The existing domestic cold water line servicing the existing south spectator areas size will have to be evaluated against the new requirements of the redeveloped stands and replaced if necessary; following this a booster pump set will be provided along with new distribution piping throughout.

DOMESTIC HOT WATER .1

5.7.7.

[barrier free] Wall mounted refrigerated drinking fountain.

Natural gas shall be distributed to the roof top units, infrared heaters and domestic hot water heaters as required. All gas piping shall be welded schedule 40.

INSULATION .1

Insulation for plumbing systems shall be in accordance with ASHRAE 90.1.

5.8.

FIRE PROTECTION AND LIFE SAFETY SYSTEMS

5.8.1.

GENERAL .1

5.8.2.

The Fire Protection System shall conform to the Ontario Building Code.

STANDPIPE AND PORTABLE FIRE EXTINGUISHERS .1

The building exceeds the height restrictions of the Ontario Building Code, and as such, requires a fire standpipe system complete with fire hose cabinets equipped with 38mm (1-1/2”) hose reels and 65mm (2-1/2”) hose connections.

11 OF 12 JULY 2, 2009 09131.000.M.001.MDB.02.DOC

5.8.3.

General areas including offices shall be covered by water type extinguishers. Electrical rooms and similar spaces shall be provided with chemical fire extinguishers.

SMOKE VENTING OR SMOKE CONTROL .1

At this point the building is not expected to require a smoke control system. An independent code review will confirm this at a later date.

5.9.

SYSTEM CONTROLS

5.9.1.

A microprocessor based building automation system (BAS) incorporating direct digital control should be considered for the redeveloped building.

5.9.2.

All roof top unit, heating plant, pump, and fan controls shall be microprocessor based incorporating DDC and shall be addressable from the console located in the custodial office or boiler room. The on floor terminal controls shall be DDC.

COMMENTARY ON ENERGY CONSERVATION AND SUSTAINABLE DESIGN

6.1.1.

The base mechanical design incorporates several energy conservation and sustainable design measures in order reduce the buildingâ&#x20AC;&#x2122;s operating costs, lower the impact it will have on the outdoor environment and improve the quality of the indoor environment. It is our understanding at this time that the design team will be pursuing a LEEDTM Silver certification for the building. Some of the measures incorporated in the current design are as follows,

6.2.

WATER USAGE

6.2.1.

Potable water usage will be reduced through the use of dual volume flush valves (4.2 LPF/6.0 LPF) on toilets, low flow urinals (1.9 LPF), low flow showerheads (5.7 L/min), motion-activated lavatories (1.9 L/min) and kitchen sink facets (8.3 L/min).

6.2.2.

Potable water usage will be further reduced by feeding water closet and urinal supply water from a storm water collection cistern.

6.3.

HEAT RECOVERY

6.3.1.

Areas within the building with air handling systems that have high exhaust rates (change rooms and fitness areas) will be equipped with exhaust air to outside air heat recovery to minimize the energy used to heat the ventilation air.

6.4.

EQUIPMENT IMPROVEMENTS

6.4.1.

All mechanical cooling equipment will be CFC and HCFC free.

6.4.2.

All new supply fans will be selected to operate at a static efficiency of 60% or greater.

6.5.

INDOOR AIR QUALITY

6.5.1.

Ventilation systems shall meet the requirements of ASHRAE 62.

END OF MECHANICAL DESIGN BASIS

12 OF 12 JULY 2, 2009 09131.000.M.001.MDB.02.DOC

4211 Yonge Street Suite 500 Toronto Ontario M2P 2A9 416 487 8151 f 416 487 9104 smithandandersen.com

ELECTRICAL REPORT AND OUTLINE SPECIFICATION FOR LANSDOWNE PARK REDEVELOPMENT FRANK CLAIR STADIUM – CIVIC CENTRE ARENA RENOVATION WORK OTTAWA, ONTARIO OUR PROJECT NUMBER: 09131.001.E001R1 DATE: JULY 2, 2009

Ottawa Ontario 613 230 1186 Dubai United Arab Emirates 971 04 323 6202 Calgary Alberta 403 261 8897

Electrical Report Lansdowne Park Redevelopment 09131.001.e001

July 2, 2009 Page 1

LIMITS OF LIABILITY ASSOCIATED WITH THIS REPORT 1.

HAZARDOUS MATERIALS

1.1.

THIRD PARTY USE

2.1.

GENERAL LIMITS

3.1.

3.2.

3.3.

INTRODUCTION

4.1.

Lansdowne Park is located at 1015 Bank Street in Ottawa, Ontario. Frank Clark Stadium is situated at the south end of the site, with the field running east/west. The lower portion of the south stands has been demolished. The Civic Centre Arena is partially located below the north stands.

4.2.

Observations of the existing facilities described within this report for the following systems:

4.2.1. 4.2.2.

Incoming power supply Distribution system

Electrical Report Lansdowne Park Redevelopment 09131.001.e001

July 2, 2009 Page 1

4.2.3. 4.2.4. 4.2.5. 4.2.6.

Emergency power generation Fire alarm system Lighting systems Lighting Control system

4.3.

Cable Pathways

REFERENCES

5.1.

The report is based on:

5.1.1. 5.1.2. 5.1.3.

Observations from a walk-through of the facility on May 22, 2009. Stadium Lighting Report received June 3, 2009 from Richard Haycock. Building and Energy Management demand and consumption reports for the South Stands and the Civic Centre. Conceptual drawings and outline specifications provided by BBB/SCI on June 17, 2009 and June 28 2009.

5.1.4.

OBSERVATIONS

6.1.

INCOMING POWER SUPPLY

6.1.1.

The North Stadium and Civic Centre Arena are serviced via two 15 kV/347-600V transformers in a vault adjacent to the main electrical room. The transformer Vault was locked and inaccessible therefore the actual kVA is unknown. The south Stadium is serviced via a separate 15kV/347-600V transformer located in an enclosure outside of the fenced area. The enclosure was inaccessible therefore the actual kVA is unknown.

6.1.2.

6.2.

POWER DISTRIBUTION

6.2.1.

A 2000A main switchboard serving the north Stadium and the Civic Centre is located in the North Stands/Arena Main electrical room. The main electrical room is full and there is no space for additional equipment. An 800A main Switchboard serving the south Stadium is located in the south Stadium Electrical Room. There are no spaces available in the board. The Electrical room is full and there is no room for additional equipment. The maximum demand load recorded on the north switchboard is 1776 kW in January 2004. The maximum demand recorded over the past 12 months was 1724 kW, occurring in December 2008. The maximum demand load recorded on the south switchboard is 578 kW in June 2001. The maximum demand recorded over the past 12 months was 262 kW, occurring in September 2008. All main distribution equipment is at the end of its life.

6.2.2.

6.2.3.

6.2.4.

6.2.5.

Electrical Report Lansdowne Park Redevelopment 09131.001.e001

July 2, 2009 Page 1

6.3.

EMERGENCY POWER GENERATION

6.3.1.

A Simpower Generator is located outdoors, below the east loading ramp. The generator was locked and the nameplate was not visible therefore the kVA rating is undetermined. The generator exhaust pipe is located near a public platform. The generator is at the end of its life and may not be sized to support additional loads to meet new code requirements.

6.3.2. 6.3.3. 6.4.

FIRE ALARM SYSTEM

6.4.1. 6.4.2. 6.4.3.

The fire alarm system has been recently upgraded. Remote annunciator panels are provided throughout the facility. The facility is protected by detectors. The coverage will need to be reviewed as it does not appear to be adequate.

6.5.

LIGHTING SYSTEMS

6.5.1.

Fluorescent luminaires have been retrofitted throughout for T8 lamps. The lighting appears to have been recently upgraded in the Ticket Area, the Civic Centre and Stadium Concourses.. The Civic Centre event lighting was replaced in early 1990â&#x20AC;&#x2122;s to provide NHL level illumination for the Ottawa Senators. The event luminaires consist of shuttered 1000W MH luminaires wall mounted around the perimeter, supplemented by metal halide high bays suspended from the structure. They are in good condition however require cleaning. As they are not located symmetrically, lighting levels should be taken with ice in place to determine if luminaires are required to be relocated, re-aimed or added. The Civic Centre emergency lighting consists of double 500W incandescent highbays suspended from the structure. 300W incandescent highbays are suspended from the structure to illuminate arena seating. The Stadium event lighting are original luminaires, installed in 1967 on the north side, and in 1975 on the south side to provide illumination levels suitable for professional football. One hundred eight (140) 1000W Metal Halide and one hundred eight (108) 1000W incandescent flood lights are located at the edge of the north stadium roof structure. One hundred eight 1000W Metal Halide and one hundred forty 140 1000W incandescent flood lights are located at the edge of the south stadium roof. Incandescent luminaires are suspended over the stadium seating, supplemented by the 1000W stadium floods. The suspended luminaires are inefficient, have a short life and are difficult to access for replacement. These should be removed and replaced with an energy efficient source. Exit lights have not been provided or are not visible due to obstructions in many areas, particularly in the stadium. All exterior lighting including poles and pole mounted luminaires and recessed step and ramp lighting is in poor condition.

6.5.2.

6.5.3. 6.5.4. 6.5.5.

6.5.6.

6.5.7. 6.5.8. 6.6.

LIGHTING CONTROL SYSTEM

6.6.1.

There is no low voltage lighting control system, occupancy sensors or daylight harvesting in the facility. Several light fixtures were observed on in daylight. Dimmers are used for incandescent lighting in the stadium and arena.

6.6.2.

Electrical Report Lansdowne Park Redevelopment 09131.001.e001

July 2, 2009 Page 1

6.7.

CABLE PATHWAYS

6.7.1. 6.7.2.

Cables are exposed throughout the facility, both indoors and outdoors. A teck distribution cable suspended from the service building to the south stands is not properly supported and does not meet code. In several locations we observed exposed exterior conduit rusted, with couplings missing and wires exposed.

6.7.3.

OUTLINE SPECIFICATION

7.1.

GENERAL OVERVIEW OF ELECTRICAL DESIGN

7.1.1.

The electrical systems for the facility will be designed to meet the needs of the OHL, and the CFL, FIFA. The design will be reasonably flexible in nature to facilitate the ongoing reconfigurations a public facility normally undergoes, and also to assist in the many different cultural and sporting event uses. As a primary focus, safety to the public and the working staff has been set as the highest priority. The electrical design will follow above average and good engineering practices and will meet or exceed the current Electrical safety Code, as well as all local and provincial laws and by-laws having jurisdiction. All requirements of Lansdowne Park will be met. Along with the forecasted building life, consideration has been placed towards sustainability, reliability, simplicity of operation, design longevity, environmental impact, acoustics, aesthetics and reserve for future modifications.

7.1.2.

7.1.3. 7.1.4.

7.2.

INCOMING POWER SUPPLY

7.2.1.

The incoming High Voltage service, HV Switchgear and transformers will suit the requirements of Lansdowne Park, the local utilities and FIFA for a twin power supply. .1 Option 1: Two new underground incoming feeders will be provided to a new HV switchgear to accommodate the Civic Centre and Frank Clair Stadium total estimated load of 3000 kW (considering single venue operation only). .2 Option 2: Two new underground services will be provided to the Civic Centre/north stands to accommodate the estimated load of 2500 kW and two new underground service will be provided to the south stands to accommodate the estimated load of 1200 kW. (considering single venue operation only) Fused load break switches will be provided in the HV switchgear, each sized to accommodate the estimated demand load of the Civic Centre and Frank Clair Stadium A twin power supply required for FIFA will be accommodated by provisions for temporary generators to carry the loads for FIFA events.

7.2.2. 7.2.3. 7.3.

POWER DISTRIBUTION

7.3.1. 7.3.2.

Both switchboards are to be upgraded to accommodate the additional loads. The electrical distribution system will be protected from the disruptive effects of lightning strikes, current surges, voltage surges, over voltage, under voltage and harmonic currents. Power factor correction will be provided. Double ended switchboards will be provided

7.3.3.

Electrical Report Lansdowne Park Redevelopment 09131.001.e001 7.3.4. 7.3.5. 7.3.6.

7.3.7. 7.3.8.

7.3.9. 7.3.10. 7.3.11.

7.3.12.

7.3.13. 7.3.14. 7.3.15.

7.3.16.

7.3.17. 7.3.18. 7.3.19. 7.3.20. 7.3.21. 7.3.22.

July 2, 2009 Page 1

The transformers will each be sized to 100% of the total load plus 25% additional future capacity. Transformers are to be designed to minimize energy losses under light load conditions. Main, tie and feeder breakers in switchboards and substations are to be draw out design and shall have a short time rating to allow selective tripping. Circuit breakers with an instantaneous override trip are not acceptable. Distribution system is to be designed to separate lighting loads, receptacle loads, concession, retail, technical and HVAC loads. Metal enclosed indoor assemblies are to be of sprinkler proof construction complete with drip shield, gasketted doors and gasketting around component openings and suitable in all respects for use in the electric service provided. Existing exterior panels are to be replaced. Al exterior panels are to be located in suitable weather proof cabinets. All phase bus conductors shall be silver plated copper and be mounted on insulators. Ground bus conductor shall be silver plated copper and be directly fastened to a bare metal surface of each vertical section, of a size sufficient to carry the rated 2-second current of the assembly. 600V systems are to be high resistance grounded to allow the system to operate under a single fault condition. A monitoring system shall be provided to identify the total system ground current, identifying the feeder and phase on which a ground fault has occurred and causes an alarm to sound. Separate switchboards are to be provided for Normal/standby and emergency distribution systems. Provide integrated surge protective devices (SPD) in switchboards, panel boards, and motor control centres Harmonic mitigating transformers are to be provided for non-linear loads for audio systems, technical and broadcast equipment. Dedicated distribution panels with isolated ground and isolated ground receptacles are to be provided. Each circuit is to be equipped with an insulated ground conductor. Electrical panels feeding receptacles that provide power for electronic office equipment and other power-sensitive equipment are to be equipped with all mode transient voltage surge suppression (TVSS) with noise filtering. Existing panels are to be tested and refurbished or replaced. New panels are to be factory pre-wired, assembled and tested panels. A minimum 10% of breakers are to be spare, and 30% spaces are to be provided in each panel. Moulded case circuit breakers for safety, isolation, and selective trip and maintenance reasons. Provide flush or surface wall mounting enclosures to suit panel-board and provide drip shields for surface mounted types. A dedicated, full size neutral is to be provided for non-linear load circuits. Set all floor mounted equipment on 100 mm high concrete housekeeping pads 100 mm wider and longer than the equipment base dimensions. For equipment not designed for base mounting, where required, provide galvanized steel “C” channel support members flange bolted to housekeeping pads. Provide galvanized steel “C” channel frames and brackets for all surface wall mounted equipment not specifically designed for surface wall mounting, unless otherwise specified.

Electrical Report Lansdowne Park Redevelopment 09131.001.e001 7.3.23. 7.3.24.

7.3.25.

7.3.26. 7.3.27. 7.3.28. 7.3.29. 7.3.30. 7.3.31.

7.3.32. 7.3.33.

7.3.34.

July 2, 2009 Page 1

Electrical equipment in public areas to be tamperproof and vandal resistant. Electrical systems and distribution equipment are to be located in secure, dedicated vaults, rooms and closets with sufficient clearance, access routes and access panel to allow for the installation, removal and replacement of equipment and to provide maximum flexibility for power distribution to floor area served. Rooms housing electrical distribution equipment shall not contain communications equipment, mechanical equipment, ducts, pipes, shafts or mains unless the equipment is serving the room. Electrical equipment will not be located below Janitor rooms, water closets or other rooms with fluids, and shall only be located in mechanical equipment rooms if required to service mechanical equipment. All electrical equipment is to be suitably protected from leakages from the sprinkler system. Provide three phase motors for 1/2 hp capacity and larger. Provide reduced voltage starters for 208 volt 10 hp motors, and 600 volt, 30 hp motors. Provide coordination study and report on primary and secondary protection devices and transformers. Balance loads across phases. Equipment is to be tested, commissioned and set into operation. Visiting bus power will be provided with two dedicated 30amp, 120/208volt, 3phase, 4wire power connection receptacles. These outlets will be contained within a locked weatherproof stainless steel enclosure. TV broadcast truck power will be provided with two 200A disconnect switches with camlock connectors. Stage audio power for sound systems will be provided via a dedicated 600amp, 120/208volt, 3phase, 4wire power panel. Stage visual power for lighting systems will be provided via a dedicated 400amp, 120/208volt, 3phase, 4wire power panel. Audio and Visual panels are to be a minimum 3 meters apart. All event audio power connections will be automatically disconnected during a second stage fire alarm event and will need to be manually reconnected to prevent damage to equipment from surges.

7.4.

GENERATOR SYSTEM

7.4.1.

The standby power consists of a permanent generator for all life safety and non-life safety loads as well as provision in the distribution system for temporary generators for FIFA events. The standby power generator will be sized for the total emergency load plus 25% future capacity without any need to load shed or synchronize power systems Including: .1 Elevators .2 Fire pump .3 Emergency lighting for egress and service rooms .4 Essential mechanical equipment .5 Fire Alarm system .6 Security System, .7 Exit lights .8 Communications equipment .9 PA equipment

7.4.2.

Electrical Report Lansdowne Park Redevelopment 09131.001.e001 7.4.3.

7.4.4. 7.4.5.

7.4.6. 7.4.7.

7.4.8.

July 2, 2009 Page 1

The temporary generators will provide uninterrupted, continuous power for the event lighting as well as team, media, and public areas as required by FIFA or for Special events such as the Grey Cup, to mitigate broadcast disruption during events. Standby power will be sustained for a continuous period no less than 24 hours without re-fuelling. The standby generator power is delivered into the system via normal/emergency transfer switch scheme. Separate transfer switches with manual bypass are to be provided for life safety and non-life safety systems. During utility failure, the transfer switches will select the alternate available source and transfer the load onto the system. Generators are to be equipped with critical grade silencers and mounted on spring isolators or floating floors to minimize objectionable noise and vibration. Consideration is to be given to the use of bi-fuel (diesel + gas) generators. , sized to accommodate the emergency loads including: .1 Elevators .2 Fire pump .3 Emergency lighting for egress and service rooms .4 Essential mechanical equipment .5 Fire Alarm system .6 Security System, .7 Exit lights New transfer switches are required to accommodate life safety and non-life safety loads as required by code.

7.5.

MISCELLANEOUS POWER SERVICES

7.5.1.

At the camera locations, dedicated 20amp 120volt T-slot duplex outlets will be provided, fed from technical power panels. Dedicated 20amp, 120volt, GFI protected duplex receptacles in weatherproof stainless steel enclosures will be provided at convenient locations around the facility for event, maintenance and small stage use. These outlets will be controlled by the low voltage lighting control system to control power usage. Provide elevator machine power supply, wiring, lighting, life safety and receptacle systems for machine room, pits and secondary levels, power, security, music, communication and life safety provisions for cabs, and conduit and wiring to and for associated control and equipment. Outlets are to be provided throughout for convenience and owners use and equipment including: .1 For portable equipment and food carts in public concourses, sized to suit requirements of equipment. .2 Isolated ground receptacles in administration and ticket offices, generally two per occupant. .3 Special outlets for owners equipment such as battery chargers and office equipment. .4 Dedicated 30amp, 208volt twist lock outlets will be provided at follow spot locations .5 In media areas, wiring channel with two sections and one power outlet and data outlet for each occupant.

7.5.2.

7.5.3.

7.5.4.

Electrical Report Lansdowne Park Redevelopment 09131.001.e001 .6 .7 .8 .9

.10 .11

July 2, 2009 Page 1

Power connections for exterior, advertising and way finding signage. GFI receptacles on dedicated circuits in team areas. Connections to hand dryers in washrooms. Power and CATV outlets for television monitors in public washrooms, team dressing rooms, coaches offices, admin offices, ticketing, and in concourses at 12m centres, 2400 AFF. In team areas for team equipment and at each locker. Power connections to ATMâ&#x20AC;&#x2122;s, overhead doors, barrier free doors, scoreboards and auxiliary boards, audio equipment and auto sinks, toilets and urinals.

7.6.

FIRE ALARM SYSTEM

7.6.1.

7.6.8.

The existing fire alarm system is to be expanded to accommodate the new areas and upgrades, as well as new sprinkler zones. Fire strobes are to be provided throughout in areas of low audibility and in public areas such as washrooms and corridors as required by code An interface is to be provided with the PA and AV systems to disconnect sound systems during an alarm and only allow for manual reset of the sound systems. All lighting will be brought to full power through the lighting control system Interface with smoke control system. The system will have individual fan on/off/auto controls which will be operated manually or automatically Manual pull stations are to be provided with pull-type with covers to prevent false alarms in public areas. Smoke detectors are to be located at the top of stairwells, in service rooms and in the main concourse as well as all areas required by code. Circuits to be loaded to no more than 80% capacity.

7.7.

LIGHTING SYSTEMS

7.7.1.

The lighting system will provide a quality visual environment, as prescribed by LEED, to IESNA Guidelines and to meet functional criteria of each specific lighting task, to complement the building, enhance the architecture and deliver acceptable illumination levels for the comfort and safety of the users. Luminaires will be selected and located so that illumination required is primarily directed to the desired location, with minimal direct glare or reflection. Fluorescent luminaires in suspended ceilings must be independently suspended form the ceiling slab. For each luminaire, provide a minimum of two (2) cable supports secured to ceiling slab and to luminaire. Lighting in Lobbies, public areas, VIP areas, and all other architecturally sensitive areas is to be enhanced using decorative luminaires. Luminaires exposed to outdoor environments is to be sealed and gasketted, suitable for cold weather start. Lighting is to be provided under upper cabinets, locally switched. Lamp sources are to be minimized. Lamps are to be maximum life, energy efficient T5 or T8, compact fluorescents, CMH, metal halide and LED 3500 degree K and high CRI values. Incandescent lamp use will be avoided. Lighting in all areas is to be designed and located to provide ease of maintenance.

7.6.2. 7.6.3. 7.6.4. 7.6.5. 7.6.6. 7.6.7.

7.7.2. 7.7.3.

7.7.4. 7.7.5. 7.7.6. 7.7.7.

7.7.8.

Electrical Report Lansdowne Park Redevelopment 09131.001.e001 7.7.9. 7.7.10.

7.7.11.

7.7.12. 7.7.13. 7.7.14.

7.7.15.

7.7.16. 7.7.17.

7.7.18. 7.7.19.

7.7.20.

7.7.21. 7.7.22.

July 2, 2009 Page 1

Lighting in all areas except service areas are to be replaced except as noted herein. The Stadium event luminaires are to be replaced. The luminaires will be provided on double pole structures located at four corners of the field, or at the edge of the roof if the structure allows. Stadium event lighting: Luminaire shall be a floodlight for operation of clear metal halide 1500, 1800, or 2000W lamps from a nominal 347 volt, 60 Hz power source. Luminaire shall be capable of starting and operating the lamp within the limits specified by the lamp manufacturer. Luminaire shall be a Philips Arena Vision or approved equal to meet FIFA and CFL lighting requirements for televised events: 1600 lux horizontal and 1500 lux vertical to the main camera. The system shall be connected so that the temporary generator shall operate the luminaires during FIFA or special televised events to avoid disruption. 1000W incandescent luminaires in the Stadium will be provided to meet emergency lighting levels on the field and the stands only; they will not be used for event lighting. Suspended incandescent luminaires over the Stadium seats are to be replaced with metal halide luminaires. Civic Centre event luminaires are in good condition however require cleaning and refurbishing. As the luminaires are not located symmetrically, lighting levels are to be taken with ice in place. Additional luminaires are to be relocated, re-aimed or added where required to supplement the lighting and ensure levels meet IES criteria as per RP 6-01: 1250 lux (125 fc) to suit a Class I facility for professional play with more than 5000 spectators. T5 HO sports luminaires equal to The Light Edge will replace incandescent luminaires in the arena to provide emergency lighting, lighting at seating areas and minimal illumination levels for instant on requirements. Computer modelling is to be provided for all event lighting, work lights and emergency lighting to determine optimal quantity and locations. Exterior Pole lighting, bollards, wall mounted luminaires, recessed step lighting, and canopy mounted lighting will be new, used to provide safe egress, security, and compliment the building’s architecture while providing optimal uniformity ratios and “full cut-off” optics to avoid wasted up-lighting and maintaining a dark sky. Banner lighting is to be provided at pole lights and on the building, respecting dark sky considerations. Night Lighting is not required in the building except in areas that may be occupied or patrolled during off hours, such as main circulation areas and security station in the main lobby area. Exit Lights are to be LED type, with LED’s connected in multiple circuits so that failure of one circuit or one LED does not severely degrade faceplate illumination and are to be consistent with the level of finishes for a given area; .1 All exit signs in public areas are to be vandal resistant, assembled and installed with tamperproof fasteners .2 Exterior exit signs are to be weatherproof and vandal resistant. .3 Exit signs in finished public areas are to be edge lit type. Exit lights that are damaged or do not meet the requirements above are to be refurbished or replaced. Additional exit lights are to be added to meet requirements of authorities having jurisdiction.

Electrical Report Lansdowne Park Redevelopment 09131.001.e001

July 2, 2009 Page 1

7.7.23.

Battery Emergency Lighting and Remote Lamps are to be sized to accommodate the entire connected load for continuous duty. Vandal resistant emergency remote heads integral with emergency battery units are to be provided in mechanical and electrical service rooms, and in access from the generator room to the exterior.

7.8.

LIGHTING CONTROL SYSTEM

7.8.1.

The system will incorporate a computerized controlled system of all lighting circuits throughout the Facility. Centralized control will be provided at the main security desk and the upper suites media room. Unless disallowed by code, all luminaires are to be controlled by low voltage lighting control system. Switches in individual rooms are to be low voltage type. All areas or rooms shall be equipped with on-off control unless noted otherwise. Occupancy sensors and daylight sensors are to employ the latest technology and shall be equipped with over-ride control. The low voltage control of lighting equipment will be â&#x20AC;&#x153;user friendlyâ&#x20AC;? with programmable security levels, fire alarm access and energy consumption totalling capability. Perimeter lighting adjacent to windows and areas with skylights are to be controlled by daylight sensors to allow complementary use of natural light and to reduce energy consumption by dimming luminaires. Multilevel switching of HID lighting systems is to be provided where practical.

7.8.2. 7.8.3. 7.8.4. 7.8.5. 7.8.6. 7.8.7.

7.8.8. 7.8.9.

7.8.10.

7.8.11.

The lighting control system will have the following features: .1 Energy savings by fully controlled system .2 Automated exterior lighting control .3 Daylight sensors to control areas of high sunlight exposure for further energy savings, .4 Reduction of lamp replacements .5 Maintenance savings and longer lamp life .6 Reduced operations costs lowering Hydro consumption .7 Guaranteed system payback within two years of operations .8 Interface to building second stage fire alarm system to provide instant on to all lighting circuits The exterior lighting control system will incorporate a high degree of day lighting intelligence and sunlight recognition. Generally, independent areas of the site will be turned on as specific set points in daylight (luminance) are met. All security lighting turns off at dawn. A manual override for all exterior lighting groups will be provided at the main security desk.

7.9.

CONDUIT AND WIRING

7.9.1.

The exact locations and routing of services shall be designed to clear each other as well as any obstructions. All junction boxes, pull boxes and similar products, particularly such products located above suspended ceilings, must be designed in locations which provide easy access for servicing and/or removal. Conduits and conductors are to be designed to be concealed in all finished areas, and concealed to the degree made possible by finishes in partially finished and unfinished

7.9.2.

Electrical Report Lansdowne Park Redevelopment 09131.001.e001

7.9.3.

7.9.4. 7.9.5.

7.9.6.

July 2, 2009 Page 1

areas. Conduit may be exposed in unfinished areas such as Electrical and Mechanical Rooms, unless otherwise specified. Exposed conduits are to be coordinated with building structure and systems of other divisions to run parallel and at right angles to building walls, partitions, and ceilings; installed as high as possible and avoid interference with other systems and equipment. Where conduit is to be embedded within structural concrete it is to be coordinated with practices and methods approved by the Structural Consultant. Conduits shall be provided for all conductors except armoured cable and copper sheathed mineral insulated conductors, and except where cable tray, duct or similar raceway materials are provided. Unless otherwise specified or required, conduit shall be as follows: .1 For main distribution wiring in electrical rooms and for concealed conduit in exterior walls – rigid galvanized steel; .2 For exposed conduit outside the building to surface mounted “FS” boxes and for semi-exterior areas such as loading docks – rigid galvanized steel; .3 For branch circuit conductors in concrete slabs – rigid PVC with insulated ground conductor; .4 For interior conduit larger than 50 mm diameter containing distribution conductors or communication system conductors (fire alarm, telephone, etc.) except as noted above – EMT with separate insulated ground conductor; .5 Provide manufactured expansion joints in rigid PVC, plastic conduit at spacing as recommended by the conduit manufacturer; .6 Generally, conduit shall be sized in accordance with the latest edition of the OESC, however, minimum conduit size throughout is to be 20mm. Where the sizes of branch circuit conductors are to be increased to suit length of run and voltage drop, increase the conduit size to suit; .7 Ensure that all conduit systems which are left empty for future wiring are clean, clear, capped and properly identified at each termination point. Provide end bushings and suitable fish wires in all such conduit; .8 Provide two 40 mm diameter empty conduits to a ceiling space junction box (in ceiling spaces above and below) from flush mounted panelboards. .9 Provide flexible galvanized steel conduit connected to suitable boxes on either side of building expansion joints Provide separate raceways, conduits, pull boxes and back boxes for all other related systems including but not limited to: .1 Controls and Instrumentation .2 Intercom System .3 Door Control System .4 CCTV System .5 Master Clock System .6 Telephone System/Structured Cabling System .7 Audio-Visual Equipment .8 Mobile radio systems .9 Advertising signage .10 Scoreboards and auxiliary boards,

Electrical Report Lansdowne Park Redevelopment 09131.001.e001

7.9.7. 7.9.8. 7.9.9.

7.9.10.

7.9.11.

7.9.12.

7.9.13. 7.9.14. 7.9.15. 7.9.16.

7.9.17.

July 2, 2009 Page 1

.11 Coaching intercommunications .12 Point of sale .13 Instant replay system All systems equipment is to be mounted on fire-rated FS wood plywood backboards. All dedicated ground circuits must contain separate neutral and ground conductors (i.e. common neutral configuration is unacceptable). Conductors shall be copper XLPE rated R90 – RWU90 to suit specific application minimum 12 AWG, and #10 AWG for runs longer than 15 m. Conductors from panelboards to wiring devices shall be sized for a 2% voltage drop An outlet box or back box is to be provided for each lighting fixture, wiring devices, telephone outlet, fire alarm system component, communications systems components and any other such outlet. Outlet or back boxes must not be installed “back-to-back” in walls and partitions and are to be staggered and sealed against noise transmission. The size and arrangement of outlet boxes shall suit the device which they serve. Outlet boxes flush mounted in interior construction, surface mounted in concealed interior locations, and surface mounted in exposed interior locations where the connecting conduit is EMT, shall be stamped and galvanized steel outlet boxes unless otherwise noted. Outlet boxes for surface mounted exterior lighting, receptacles, and other devices boxes flush mounted in exterior building surfaces, boxes mounted in interior device locations where the connecting conduit is rigid, and boxes in perimeter wall where insulation and vapour barrier is present, shall be “FS” or “FD” series cast boxes Outlet boxes in underground plastic conduit systems shall be rigid PVC plastic outlet boxes. Outlet box for switches connected to normal and emergency power and which share a common faceplate shall be barriered boxes. All pull boxes and junction boxes must be accessible after the work is completed and located on “as-built” record drawings. Access door sizes shall suit the concealed work for which they are supplied, and wherever possible, they are to be of a standard size for all applications, but in any case they shall be minimum 250 mm x 250 mm. All existing conduit, outlet boxes, devices etc which are damaged, or do not meet code or the requirements above are to be replaced and made safe.

7.10.

EQUIPMENT IDENTIFICATION

7.10.1.

Engraved Lamacoid identification nameplates indicating the identifying the equipment, voltage characteristics, capacity and source of supply, and with sub-nameplates clearly identifying each cell or component and its service as required are to be secured to all electrical equipment with stainless steel screws. Equip large multiple cell or component apparatus such as sub-stations, switchboards and distribution panels with main nameplates identifying the equipment, voltage characteristics, capacity and source of supply, and with sub-nameplates clearly identifying each cell or component and its service. Identify wiring with permanent indelible identifying markings, either numbered or coloured plastic tapes, on both ends of phase conductors of feeders and branch circuit wiring. Maintain phase sequence and colour coding throughout. Colour code: to CSA C22.1. Use colour coded wires for fire alarm and communication cables, matched

7.10.2.

7.10.3.

Electrical Report Lansdowne Park Redevelopment 09131.001.e001

July 2, 2009 Page 1

throughout. Outlet boxes for flush floor mounted devices shall be concrete tight formed galvanized steel fully adjustable flush floor boxes. END OF REPORT

LANSDOWNE PARK FRANK CLAIR STADIUM RENOVATION Ottawa, Ontario

OUTLINE SPECIFICATIONS

prepared by:

BRISBIN BROOK BEYNON ARCHITECTS 14 Duncan Street Toronto, Ontario M5H 3G8 Contact: Larry Lippold Phone: (416) 591-8999

PROJECT 0722

AUGUST 28, 2009

OS-1

ARCHITECTURAL PERFORMANCE SPECIFICATIONS

01010

GENERAL REQUIREMENTS

1.1.

Work shall be fabricated and installed in accordance with the best practice by craftsmen skilled in the work of the respective trades.

1.2.

Perform work in conformity with all by-laws and regulations of the municipality, province or other authorities having jurisdiction.

1.3.

References to standards and specifications shall be to latest published editions.

1.4.

The building shall be designed in accordance with the Ontario Building Code, NFPA 101 Life Safety Code (where applicable) and local bylaws and regulations.

1.5.

The manufacturer's latest printed instructions shall be complied with in the methods and materials to be used in the installation of the work.

1.6.

Observe and enforce all construction safety measures, as contained in Provincial and local statutes and codes, and requirements of authorities having jurisdiction.

1.7.

Provide all fastenings, anchors and accessories required for the fabrication and erection of the work. Exposed fastenings, when required, shall be of the same texture, colour and finish as the work in which they occur.

1.8.

In general, anchors in exterior walls shall be non-corrosive

1.9.

Where a component or assembly is required to be fire rated, the rating shall be as determined or listed by one of the following testing authorities, as appropriate: Underwriters' Laboratories of Canada. Factory Mutual Laboratories The National Building Code of Canada Warnock Hersey International.

PROJECT 0722

1.10.

Provision shall be made for expansion and contraction due to temperature changes, within components, products and assemblies and between adjacent components, products or assemblies.

1.11.

A soil investigation will be prepared for the site, and will be available to the Contractor (pending).

1.12

The Owner is not responsible for the correctness of the site information or the soils report.

AUGUST 28, 2009

OS-2

01400

QUALITY CONTROL 2.1.

A program of quality control will be instituted for the purpose of maintaining quality and compliance with Contract Documents.

2.2.

The contractor will be required to do inspection and testing to monitor and confirm that work is in compliance with the specifications and applicable codes.

2.3.

In addition to inspection and testing required by laws, codes, ordinances and regulations, inspection and testing will be required for the following: Fill and compaction Concrete Structural steel Waterproofing Roofing.

01500

01700

PROJECT 0722

2.4.

Inspectors required to provide laboratory services shall meet "recommended Requirements for Independent Laboratory Qualification".

2.5.

Properly prepared shop drawings and samples shall be submitted for review prior to fabrication.

TEMPORARY FACILITIES 3.1.

Protect existing adjacent areas. Provide and maintain proper guard devices, for the prevention of accidents.

3.2.

Provide temporary facilities necessary for the completion of the work, including water, power, heat, washroom facilities and offices.

3.3.

Provide formwork, scaffolding, ladders, cranes, derricks, tackle, gangways, planks, fans, screens, gantries, tarpaulins, tools and machinery required for the proper execution of the work.

3.4.

Maintain access to and ensure that operations of adjacent buildings and properties adjoining the Work are not disrupted.

3.5.

During construction the site shall be maintained tidy and free from accumulated waste, debris, snow and ice.

CONTRACT CLOSEOUT 4.1.

At completion of project, as-built drawings in digital format AutoCad, maintenance instructions and warranty forms shall be submitted.

4.2.

At completion, remove all surplus products, tools, construction machinery and equipment. Remove waste products and debris and leave work clean and suitable for occupancy. Clean all finished surfaces. AUGUST 28, 2009

OS-3

02100

SITE WORK 5.1.

02200

02775

EXCAVATION, BACKFILLING AND SITE GRADING 6.1.

Excavation, backfill and compaction shall be carried out as recommended by soil investigation report.

6.2.

Provide excavation and grading as required by building and site.

6.3.

Excavate to depths as required to accept the building and services and to obtain bearing support as predicated by soils report and as required by the structural, mechanical and electrical consultants.

6.4.

Remove excavated, unusable material and material not required as backfill, from the site.

6.5.

Keep excavations free from water at all times.

6.6.

Grade site as required for paving and landscaping. Grade to slope away from the building and to catch basins.

6.7.

Backfill under exterior concrete walks and slabs on grade shall be clean angular crushed natural stone, or natural river sand and gravel free from silt, clay, loam or organic matter, minimum 150 mm (6") deep.

6.8.

Provide a minimum of 200 mm (8") of clean angular crushed natural stone, compacted to 98% SP density under interior slabs on grade.

6.9.

Fill required to raise grades to design elevations under landscaped areas shall be clean, excavated or imported soil.

6.10.

Place backfill in 150 mm (6") layers and compact.

6.11.

When excavating adjacent to or near existing structures, care shall be taken to maintain stability of the existing foundations.

CONCRETE PAVING 7.1.

02800

PROJECT 0722

Refurbish existing curbs, gutters and sidewalks to City of Ottawa standards.

ATHLETIC TURF SYSTEM 8.1.

03300

Repair existing sidewalks, curbs and roadways damaged due to work of this contract.

Provide FIFA approved 2 star artificial grass system, FieldTurf or approved equal, with required base and drainage system.

CONCRETE AUGUST 28, 2009

OS-4

9.1.

03345

03400

10.

11.

PROJECT 0722

Concrete shall comply with CSA A23.1/A23.2/A23.3-94.

CONCRETE FLOORS 10.1.

Interior slabs on grade shall be 25 MPa concrete with wire mesh reinforcing placed on granular fill and moisture barrier.

10.2.

Exposed concrete floors shall be cured with a liquid cure and seal.

10.3.

Exposed concrete floors shall have a smooth level burnished finish and those not scheduled to receive a finish shall have a clear, 40% silane sealer, Chem-Trete BSM40, or approved equal.

10.4.

Coloured concrete shall have Chromix Admixture by L.M. Scofield Company, or similar approved colour additive.

10.5.

Concrete floor surfaces to receive carpet, or thin set applied tile and resilient flooring shall have a fine textured non-burnished finish. Cure and seal with compound compatible with adhesives to be used.

10.6.

Concrete surfaces to receive waterproofing shall slope to drains at rate of 6 mm to 300 mm (1/4" to 12"), shall be trowelled and be free of ridges, pits and other surface irregularities. Cure using non-staining membrane.

10.7.

Provide concrete pads and curbs to support equipment, including but not limited to mechanical and electrical items.

10.8.

Ramps and stairs shall be provided with non-slip aggregate surface.

10.9.

Provide non-metallic hardener at rate of 5 kg/mÂ˛ (1 lb/ftÂ˛) to floor slabs in loading area and ramp and in event level service corridor.

10.10.

Levels of concrete floors shall be to ASTM E1155 standards. Under waterproofing, toppings, resilient and seamless flooring, finish levels shall not vary more than 1.6 mm (1/16") in any running foot.

PRECAST CONCRETE BLEACHERS 11.1.

Provide precast concrete bleacher tiers, designed by a professional engineer in accordance with ACI 318.

11.2.

Exposed surfaces shall be honed dense, smooth, even concrete, free of defects, profiles shall have accurate definition, faces shall be true, planed and well-defined. Seating tiers shall have minimum 2% slope from back to front edge.

11.3.

Precast fabricator shall be fully experienced and recognized, whose plant and facilities are equipped for this type of work.

11.4.

Bleacher slabs and risers shall be sealed with Silane 40% solids sealer, IsoFlex 618 or approved equal.

AUGUST 28, 2009

OS-5

04200

04210

04220

05120

05500

12.

13.

14.

15.

16.

PROJECT 0722

MASONRY - GENERAL 12.1.

Masonry work shall comply with local building codes, and authorities having jurisdiction.

12.2.

Masonry shall be erected in accordance with CAN3-S304 and CAN3-A371 Masonry Construction for Buildings, in particular the requirements for cold and hot weather construction. In hot weather protect freshly laid masonry from drying out to rapidly.

12.3.

Reinforce masonry and anchor masonry as required by code. Connectors for masonry shall comply with CAN3-A370. Provide reinforcing to support wall mounted equipment, building components and fixtures.

12.4.

Irregularity in mortar joints of walls exposed or painted in the completed work shall not be noticable when viewed from a distance of 4.6 m (15'-0").

INTERIOR MASONRY 13.1.

Where block will be left exposed provide light weight aggregate concrete block complying with CSA A165 and shall be autoclaved, bubble-cured. At corners and doorways bullnosed block shall be provided.

13.2.

Reinforce masonry partitions. Typical reinforcement shall be 3.6 mm (9 ga.) galvanized truss type.

13.3.

Provide masonry fire and smoke separations to ratings required by code and authorities having jurisdiction, constructed in accordance with ULC design.

EXTERIOR MASONRY 14.1.

Face brick to be anchored to backing concrete or concrete block with stainless steel ties, at 600mm (24") o.c. horizontally and 400 mm (16") vertically.

14.2

All exterior concrete block shall have integral colour.

STRUCTURAL STEEL

15.1

Steel shall be designed in accordance with CAN/CSA s16.1. Welding shall be in accordance with CSA W47.1 and CSA W59.

15.2

The upper seating level and media level will be framed with a preengineered steel framing system with aluminum seating tiers.

MISCELLANEOUS METALS AUGUST 28, 2009

OS-6

05510

17.

PROJECT 0722

16.1.

Provide lintels in masonry over openings not provided with precast lintels. At exterior walls, steel lintels shall be galvanized.

16.2.

All metals and fabrications provided under this section shall be engineered by the contractor. All shop drawings shall bear the stamp of a structural engineer licensed in the Province of Ontario.

16.3.

Provide access ladders to roof areas as required to access equipment.

16.4.

Support elements shall be provided for, but not limited to, the following: aluminum entrances and screens vanities and counters handrails and grab bars occurring on gypsum board partitions

16.5.

Provide galvanized trench drains and pit gratings.

16.6.

Provide galvanized steel channel or HSS door frames at overhead doors.

16.7.

Provide steel channel HSS support frames at rolling and sliding security shutters and movable partitions.

16.8.

Provide bollards at overhead doors and equipment exposed to vehicular traffic.

16.9.

Provide steel drink rail supports at suite, media and other standing/bar stool viewing areas.

16.10.

Provide galvanized steel corner guards on columns and walls at loading area.

16.11.

Provide steel event lighting support frames as required, with service catwalk and access ladders to meet code requirements.

16.12.

All steel exposed to exterior or conditions of high humidity and moisture is to be galvanized, unless otherwise noted to be stainless steel.

16.13.

Provide lateral support for masonry partitions.

16.14.

Welding shall be in accordance with CSA W59.

RAILINGS & GUARDS 17.1.

Railings shall be provided at stairs, ramps and vomitory steps, and as required by Ontario Building Code. Aisles in seating areas are to be provided with centre handrails.

17.2.

Provide metal guards and railings at all locations required by applicable codes.

17.3.

Guards, railings and balusters shall be steel pipe and solid steel rod construction, designed to meet loading requirements of applicable building codes and standards.

17.4.

Railings shall be 38 mm (1-1/2") diameter steel, unless otherwise shown. AUGUST 28, 2009

OS-7

05800

18.

17.5.

All exterior steel and steel exposed to levels of high humidity and moisture shall be hot-dipped galvanized.

17.6.

Provide glazing shoe fabrication to contractor for casting-in to concrete and precast concrete where all-glass guards are required.

17.7.

Provide removable or hinged guard sections at bottom of aisles. Removable guards shall be galvanized steel frame with tempered glass for top 300 mm (min.).

EXPANSION CONTROL 18.1.

06200

19.

The building shall be provided with expansion joints; assume every 50m. Interior finished areas shall be provide with flush mounted, extruded aluminum and thermoplastic expansion joint covers, by Construction Specialties, or approved equal.

ROUGH AND FINISH CARPENTRY 19.1.

Lumber shall comply with the official grading rules of NLGA for Dimension Lumber.

19.2.

Lumber for blocking, cant strips and grounds shall be CLA No.2 Construction Grade Eastern Spruce or Jack Pine.

19.3.

Plywood shall be B.C. Fir with minimum 5 ply, laminated with water resistant adhesive.

19.4.

Provide rough carpentry, blocking, curbs and cants as required.

19.5.

Provide fire treated plywood mounting boards for telephone and electrical equipment.

19.6.

Wood in contact with masonry or concrete, or at exterior locations shall be pressure preservative treated.

19.7.

Blocking and framing in ceiling spaces, partitions and bulkheads shall be fire retardant treated.

19.8.

Millwork and finish carpentry shall comply with AWMAC Quality Standards for Custom Work.

19.9.

Plastic laminate shall be general purpose and postformed in accordance with CSA A172.

19.10.

Provide the following millwork with plastic laminate finish, unless shown otherwise: Washroom Vanities Media Box Counters Interior Drink Rails (with solid rubber bullnose) Ticket Office Work Stations, Cabinets and Shelving

PROJECT 0722

AUGUST 28, 2009

OS-8

Guest Services Counter First Aid and Trainer’s Counter and Cupboard Counter and Buffet Counter Top in Suites

07160

07200

07250

20.

21.

22.

19.11.

Provide wood veneer cabinets and cupboards, coat closet and buffet in private suites.

19.12.

Football Home team and Soccer Home Team Dressing rooms to be provided with wood veneer cubicles with clothes hooks, steel mesh shelves and ventilated storage compartment with hinged seat. Cubicles shall also include a lockable storage cubby.

WATERPROOFING 20.1.

Provide hot rubberized asphalt waterproofing membrane system under concrete slabs where there is built space below and at foundation walls enclosing built space (Monsey-Bakor 790-11 or approved equal).

20.2.

Provide metallic or capillary waterproofing of elevator pits and mechanical pits.

THERMAL INSULATION 21.1.

Provide insulation between all heated and unheated spaces.

21.2.

Wall insulation shall be part of the wall cladding system specified below and shall be provided to give a minimum overall ‘R’ value of 10.

21.3.

Roof insulation shall be provided to give a minimum overall 'R' value of 25.

21.4.

Provide continuous air/vapour barrier on interior (warm) side of insulation.

21.5.

Provide 50 mm (2") of extruded polystyrene insulation vertically around perimeter of foundation walls, to a depth of 1200 mm.

21.6.

Provide vapour barrier to connect window, door and other exterior wall systems to provide a continuous thermal and air/vapour barrier membrane.

SPRAYED FIREPROOFING 22.1.

07550

23.

PROJECT 0722

Sprayed fireproofing shall be provided to attain fire protection ratings of structural steel and deck elements as required by applicable building codes and standards.

ROOFING AUGUST 28, 2009

OS-9

07900

08100

08200

24.

25.

26.

23.1.

Provide mechanically fastened PVC membrane roofing on R-25 rigid insulation, over Grandstand Roofs. Colour as selected by Architect.

23.2.

Flat roofs shall be 4-ply built-up membrane roofing on rigid insulation, with stone ballast and precast pavers, installed in accordance with "Good Roofing Practice". Precast concrete pavers to be installed in 2 rows under eave of upper sloped roof.

23.3.

New roofing to be sealed and flashed to existing building facade.

23.4.

Flashing shall be prefinished aluminum, colour to be selected by Architect.

23.5.

At roof expansion joint, provide curbs and looped membrane to tie into roofing membrane.

CAULKING, SEALING AND FIRESTOPPING 24.1.

Caulk and seal building as required to make it water and weather tight to the exterior and including but not limited to interior and exterior control joints, expansion joints, door frames and screens, louvers, heads of walls and items passing through walls.

24.2.

Provide fire stopping and smoke seal at openings around penetrations and joints within fire separations and assemblies having fire resistance rating.

24.3.

Fire stopping and smoke seal materials shall conform to ASTM E814, ULC and requirements of authorities having jurisdiction.

HOLLOW METAL DOORS AND FRAMES 25.1.

Generally doors shall be hollow metal, in pressed steel frame.

25.2.

Fabricate doors and frames of primed steel roller levelled steel, welded construction, complying with SDI-100. Door skins shall be 1.2 mm (18 ga.) for hollow steel construction and 0.9 mm (20 ga.) for honeycomb core construction. Exterior doors and frames, and doors and frames to unheated areas shall be hot-dip galvanized. Interior doors and frames shall be wipe coat galvanized.

25.3.

Frame members shall be 1.6 mm (16 ga.) minimum.

25.4.

Provide Heavy Duty (16 ga.) doors at Dressing Rooms.

25.5.

Provide fire rated and temperature rise ULC label bearing doors and frames as required by Authorities having Jurisdiction, in accordance with NFPA.

25.6.

Provide sound deadening fill in all doors.

WOOD DOORS 26.1.

PROJECT 0722

Wood doors shall comply with AWMAC Quality Standards of the AUGUST 28, 2009

OS-10

Architectural Woodwork Manufacturers of Canada, and CAN/CSA O132.2.

08330

27.

26.2.

Veneered wood doors shall have solid cores of wood block construction.

26.3.

Provide 20 min. Warnock Hersey fire rating label on doors as required.

26.4

Veneer shall be 1.2 mm (0.50") thick plastic laminate complying with GP-S.

ROLLING SHUTTERS 27.1.

08360

28.

OVERHEAD DOOR 28.1.

08410

08700

08800

29.

30.

31.

PROJECT 0722

Provide manually operated rolling aluminum shutters and at concession counters.

Provide new rolling overhead electrically operated insulated metal doors at loading docks.

ALUMINUM ENTRANCES AND SCREENS 29.1.

Provide glazed, prefinished aluminum entrance framing and doors at new suite-fronts.

29.2.

Exterior aluminum doors and frames shall be thermally-broken.

29.3.

Aluminum entrances shall be designed to withstand within acceptable deflection limitations their own weight, the weight of their glass, loads imposed by the motion of operable elements and the minimum design loads, and combination of loads, due to pressure and suction of wind.

HARDWARE 30.1.

Provide heavy duty, stainless steel architectural hardware for interior and exterior doors.

30.2.

Hardware for fire-rated doors shall meet ULC and code requirements.

30.3.

Provide automatic swinging door operators for handicapped as required by code.

30.4.

Locks shall be Grand Master keyed.

GLASS AND GLAZING 31.1.

Provide tempered safety glass in doors and sidelights or wired glass where a fire rating is required.

31.2.

Provide tempered glass guards in recessed steel glazing shoes where required to maintain sightlines. Glass guards systems, including shoes and necessary attachment to the building structure shall be designed by the AUGUST 28, 2009

OS-11

glazing contractor to resist structural loading of guards as required by the building code.

09250

09300

09510

32.

33.

34.

PROJECT 0722

DRYWALL 32.1.

Drywall (gypsum board) shall be on galvanized metal stud.

32.2.

Use moisture resistant drywall gypsum board in all other moist areas including but not limited to washrooms.

32.3.

Gypsum board shall comply with CSA A82.27, and generally shall be 15 mm (5/8") thick.

32.4.

Studs for extra high partitions shall be designed by an engineer.

32.5.

Non-load bearing steel studs shall be in accordance with CAN/CGSB.

32.6.

Extend studs to underside of deck or structure above, unless shown otherwise.

32.7.

Drywall work shall comply with CSA A82.31, and the Drywall Construction Handbook.

32.8.

Provide drywall ceilings where indicated.

32.9.

Provide drywall partitions in office areas and on suite level.

32.10.

All metal components of drywall assemblies shall be galvanized.

32.11.

Accessories shall comply with ASTM C1047.

32.12.

Provide fire rated partitions to ULC Designs requirements.

32.13.

Provide sound attenuation blankets in partitions where required, to achieve STC ratings appropriate to use of area.

CERAMIC TILE 33.1.

Provide porcelain floor tile on floor and walls in dressing room washrooms.

33.2.

Provide 2"x2" porcelain tile on floor and walls in all showers.

33.3.

In shower rooms and stalls provide waterproof membrane to floors and walls before application of tile.

ACOUSTIC TILE CEILINGS 34.1.

Refer to Room Finish Schedule.

34.2.

Provide suspended lay-in acoustic tile, installed in accordance with ASTM C636, in office spaces and suites. AUGUST 28, 2009

OS-12

09660

09680

09900

35.

36.

37.

PROJECT 0722

34.3.

Acoustic tile ceiling panels shall be mineral fibre, non-combustible, 610 mm x 610 mm (24" x 24" x 5/8") Fissured Medium Texture by Armstrong or other approved manufacture.

34.4.

Exposed Tee bar shall be 25 mm x 38 mm (1" x 1-1/2") by Donn Products. Main Tees and cross tees shall be uniform 38 mm (1-1/2") depth.

34.5.

Office spaces shall shall have suspended t-bar and lay-in acoustic tile ceilings.

34.6.

Suite level ceilings shall be acoustic tile with drywall bulkheads.

RESILIENT FLOORING 35.1.

Vinyl composite tile shall be 300 x 300 mm x 3 mm (12" x 12" x 1/8") thick and conforming to CSA A126.1. Colours to be later selected.

35.2.

Sheet resilient flooring shall be 2 mm thick, "Astro 20" by Mondo.

35.3.

Apply tile in accordance with manufacturer's instructions, using water resistant adhesive, rolled to ensure adhesion.

35.4.

Base shall be 100 mm (4") high Rubber Cove Base in colours as later selected.

35.5.

Interior stairs shall have heavy duty, square edge, rubber stair treads.

35.6.

Adhesive for resilient flooring materials shall be waterproof type, of type recommended by resilient flooring manufacturer.

CARPET 36.1.

Carpet shall be 32 oz/ydÂ˛ cut pile or level loop, nylon tiles with rubber backing.

36.2.

Install carpet using adhesive method.

PAINTING

37.1.

Paint all surfaces areas with three coats top line, highest quality paint in accordance with best painting practice.

37.2.

Painting and finishing materials shall comply with or exceed requirements for Premium Grade Work.

37.3.

Ceilings shall be painted except those having a factory applied final finish.

37.4.

All exposed pipes, ductwork and mechanical shall be painted. Those in mechanical rooms shall be colour coded. All equipment shall be labelled.

37.5.

Concourse walls not scheduled to remain exposed brick shall be painted AUGUST 28, 2009

OS-13

with epoxy paint. 37.6.

10150

10200

10800

38.

39.

40.

Shower rooms shall have epoxy painted walls, where ceramic tile is not indicated.

TOILET PARTITIONS 38.1.

Provide pre-finished, floor mounted, solid plastic toilet partitions.

38.2.

Partitions shall be Normandie by Hadrian, or other approved manufacturer.

38.3.

Provide toilet partitions for barrier free stalls as required by code.

ARCHITECTURAL LOUVRES 39.1.

Provide architectural, aluminum louvres at exterior of building as required for mechanical equipment and to tie into overall design of the building. Colour to be PPG Duranar XL, or equal.

39.2.

Louvres shall be provide with bird screens and insulated blank-off panels.

WASHROOM ACCESSORIES 40.1.

Provide recessed and surface mounted washroom accessories as follows: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10.

10990

41.

MANUFACTURED SPECIALTIES 41.1.

11480

42.

Metal lockers shall be provided at the Visiting Team Dressing Rooms and University Football Locker Room, “Locker Solutions” c/w coat rod, 2 hooks, lockable security box, and footlocker. Visiting Team lockers shall be 24” wide x 18” deep; University football lockers shall be 33” wide x 24” deep.

EQUIPMENT 42.1.

PROJECT 0722

Wall mounted electric hand dryers in washrooms. Stainless steel toilet tissue dispenser at each toilet. Stainless steel napkin disposal at each Women's toilet. Stainless steel sanitary napkin dispenser in each Women's Washroom. Counter mounted soap dispenser at each basin in vanities. Conceal mounted stainless steel grab bars as required by code, at water closet for handicapped. Provide heavy duty stainless steel soap dish at each shower. Provide heavy duty towel bars and robe hooks in shower rooms. Provide semi-recessed hand dryers in Dressing Rooms, mounted for use as hair dryer. Provide mirrors over vanities.

Provide 2 - 30,000 lb. capacity hydraulic dock levellers. AUGUST 28, 2009

OS-14

12700

14240

43.

44.

STADIUM SEATING 43.1.

Provide stadium seating as indicated on Building Program.

43.2.

Suite seating shall be fully upholstered (suitable for outdoor installation), equal to Seda “Business Box” or Hussey – “Quattro" or Irwin “Marquee”.

43.3.

Club seating shall be equal to Seda “Toronto” or "Hussey - Medallion" or Irwin “Patriot” with upholstered seat and back inserts.

43.4.

General seating shall be plastic seat and back, equal to Seda “Toronto” or Hussey “Medallion" or Irwin “Patriot”.

44.5.

General bench seating shall be riser-mounted, extruded aluminum nom. 2x12 bench with nom. 2x6 backrest.

44.6.

Seating shall be typically riser mounted. Provide floor mounted chairs only where riser mount is not possible.

ELEVATORS 44.1.

Provide (1) 4500 lb capacity hydraulic passenger/service elevators serving 4 levels with front and rear entry on 1 level.

44.2.

Provide (2) 2500 lb hydraulic passenger elevators, one serving 4 levels and one serving 3 levels.

END OF ARCHITECTURAL OUTLINE SPECIFICATION

PROJECT 0722

AUGUST 28, 2009

OS-15

Stadium Consultants International Brisbin Brook Beynon, Architects

ABBREVIATIONS ABREVIATIONS APPLYING TO DRAWINGS, SPECIFICATIONS AND SCHEDULES When the following abbreviations are used in the Contract Documents they shall have the meaning listed. A BOLT AC ACT ACPL AD ADD ADH AFC AIFB ALUM AMT ANOD

Anchor Bolt Alternating Current Acoustic Tile Acoustical Plaster Door or Area Drain Addendum Adhesive Air Fan Coil Unit Asphalt Impregnated Fibreboard Aluminum Agglomerate Tile Anodized

APT APPROX ARCH ASB ASB CEM ASF ASPH ASPH PVG AT ATT @ AUTO

Apartment Approximate Architectural Asbestos Asbestos Cement Acryllic Stucco Finish Asphalt Asphalt Paving Ashtray Asphalt Traffic Topping At Automatic

BE BED BFD BH BHD BIPD BLDG

Baked Enamel Bedroom Barrier Free Door Hardware Borehole Bulkhead Bi Parting Doors Building

BLK BM BR BRP BRZ BSMT BTU BTWN

Block Bench Mark Brick Brick Paver Bronze Basement British Thermal Unit Between

C CABT CARP CB CBD C CONC CEM CER CGWG CHAN (C) CI CIP CJ CL CLOS CLG

Cedar Cabinet Carpet Catch Basin Chalkboard Coloured Concrete Cement Ceramic Cast Georgian Wire and Glass Channel Cast Iron Cast-In-Place Control Joint Centre Line Closet Ceiling

CLR CLT CO COL COL. CONC CONC BLK CONST CONT CONTR CONV CORR CRS CT CU C/W

Colour Clay Tile Clean Out Column Colour(ed) Concrete Concrete Block Construction Continuous Contractor Convector Corridor Courses Ceramic Tile Cubic Curtain Wall

DAMPG DB (db) DC DET DF DG DIA (O /)

Damp-proofing Decibel Direct Current Detail Drinking Fountain Door Grille Diameter

DIM DIV DL DML DPC DSHWR DWL DWG

Dimension Division Dead Load Demolition Damp-proof Course Dishwasher Dowel Drawing

E EA

East Each

EQ EXIST

Equal Existing ABB-1

Stadium Consultants International Brisbin Brook Beynon, Architects

ABBREVIATIONS ELE ELEC ELEV EMW EPX EPX PT

Elevator Electric Elevation Elastomeric Membrane Waterproofing Epoxy Epoxy Paint

EXP EXP AG EXP'D EXP STR EXT EXTR EW

Expansion Exposed Aggregate Exposed Exposed Structure Exterior Extruded Elastomeric Waterproofing

FA FB FD FG FHC FHR FIN

Fire Alarm Face Brick Floor Drain Foot Grille Fire Hose Cabinet Fire Hose Rack Finish

FL FP FR FS FT (') FTG FUT

Floor Fabric Panel Fire Rated Full Size Feet (or Foot) Footing Future

GA GALV GBLK GCT GCM GFS GI

Gauge Galvanized Glazed Block Glazed Ceramic Tile Galvanized Corrugated Metal Garage Floor Sealer Galvanized Iron

GL GR GR GRAN GS GWB GYP GYPL

Glass Grille Ground Granite Galvanized Steel Gypsum Wallboard Gypsum Gypsum Lath

HAGL HALUM HB HCONC HDWR

Heat Absorbing Glass Hardcolour Aluminum Hose Bib Hardened Concrete Hardware

HGT or H HM HOR HSGL HVAC

Height Hollow Metal Horizontal Heat Strengthened Glass Heating Ventilating and Air Conditioning

ID IN (") INDN

Inside Diameter Inch Induction

INS INSUL GL INT INVT

Insulation Insulating Glass Interior Invert

JAN

Janitor

Joint

KAL KD

Kalemein Knock Down

KIT KP

Kitchen Kick Plate

L LAM LAMGL LAV LB LBR

Length Laminate Laminated Glass Lavatory Pound Lumber

LCB LH LHR LINO LL LONG LSSJ

Lightweight Concrete Block Left Hand Left Hand Reverse Linoleum Live Load Longitudinal Long Span Steel Joist

MAT MAX MC

Material Maximum Medicine Cabinet

MIRR MISC ML

Mirror Miscellaneous Melamine

ABB-2

Stadium Consultants International Brisbin Brook Beynon, Architects

ABBREVIATIONS MECH MET METACT METL MH MIN MILLWKW

Mechanical Metal Metal Acoustical Tile Metal Lath Manhole Minimum Millwork

MLC MO MPL MR MSNRY MWP

Metal Linear Ceiling Masonry Opening Maple Marble Masonry Membrane Waterproofing

N NAT NGAS NHYP

North Natural Neoprene Gasket Neoprene - Hypalon

NIC NO NOM NS NTS

Not in Contract Number Nominal Non-slip Not to Scale

OBS OC OD OFF

Obsure On Centre Outside Diameter Office

OH OHD OPNG OPP OWSJ

Overhead Overhead Door Opening Opposite Open Web Steel Joist

PCONC PDO PDS PGWG PERF MAT PFL PFT PL PLA PLAM PLAS PLF PLGL PLYD PM PMT

Precast Concrete Power Door Operator Parking Deck Sealer Polished Georgian Wired Glass Perforated Metal Pedestal Floor Porcelain Floor Tile Plate Plaster Plastic Laminate Plaster Pounds per Lineal Foot Plate Glass Plywood Pressed Metal Painted Metal

POL PPGL PPT PREFAB PROJ PS PSF PSI PT P.T. PTD PTDD PTERR PTN PVC PWT

Polished Polished Plate Glass Prime Painted Prefabricated Projection Pressed Steel Pounds per Square Foot Pounds per Square Inch Paint Pressure Treated Paper Towel Dispenser Paper Towel Dispenser/Disposal Precast Terrazzo Partition Polyvinyl Chloride Porcelain Wall Tile

Quarry Tile

QTZ

Quartz

R R RB RCB RSF RD REC REF REFLGL REINF

Radius Rubber Rubber Base Rubber Cove Base Rubber Sheet Flooring Roof Drain Recessed Reference Reflected Glass Reinforced

RENOV REV RH RHR RI RLG RM RSF RT RWL

Renovation Revision Right Hand Right Hand Reverse Rigid Insulation Railing Room Resilient Sheet Flooring Rubber Tile Rainwater Leader

S SAB

South Sound Attenuation Blanket

SMF SND

Sprayed Mineral Fireproofing Sanitary Napkin Dispenser

ABB-3

Stadium Consultants International Brisbin Brook Beynon, Architects

ABBREVIATIONS SC SCHED SEAL SECT SFL SGL SH SHGL SHTHG SIM SL SLD SLNT SLT

Special Coating Schedule Sealer Section Seamless Flooring Safety Glass Shower Sheet Glass Sheathing Similar Slab Sliding Door Sealant Slate

SNDU SP SPT SPEC SS SSM SST ST STD STN STR STRUC STUC GLAZ SUSP SUSPD

Sanitary Napkin Disposal Unit Spandrel Special Paint Specification Slop Sink Solid Surfacing Material Stainless Steel Steel Steel Deck Stain Stair Structural Stucco Glazed Suspend Suspended

T&G TB TEL TELB TEMP TEMPGL TER TMBR

Tongue and Groove Thermal Barrier Telephone Telephone Booth Temperature Tempered Glass Terrazzo Timber

TP TPH TR TRAV TT TWR TXF TYP

Toilet Partition Toilet Paper Holder Transom Travertine Traffic Topping Tower Textured Finish Typical

U UCT URE

Unfinished Unglazed Ceramic Tile Urethane

UR U/S USSG

Urinal Underside United States Steel Gauge

VAN VB VERT VCB

Vanity Vapour Barrier Vertical Vinyl Cove Base

VCT VOL VS VWC

Vinyl Composition Tile Volume Vinyl Stucco Vinyl Wall Covering

W w. W/ WC WD WDC WD VNR

West Wide With Water Closet Wood Waste Disposal Unit Wood Veneer

WEATHST WG WI WM WPG or WP W/S WWT

Weathering Steel Wired Glass Wrought Iron Wire Mesh Waterproofing Weather-stripping Window Washing Track

Yard

Zinc

End of section

ABB-4

LANSDOWNE PARK CIVIC CENTRE ARENA RENOVATION BBB Architects / Stadium Consultants International

Project 0722

PRELIMINARY ROOM FINISH SCHEDULE

28-Aug-09

BACK-OF HOUSE AREAS STAFF LOCKER ROOMS

STAFF WASHROOMS

Floor Base Wall Ceiling Lockers Door & Frame

Floor Base Wall Ceiling Door & Frame

MEETING ROOMS/ PRESS CONFERENCE/ MEDIA WORKROOMS

Floor Base Wall Ceiling Kitchen Counter/Cabinets Door & Frame

OFFICIALS DRESSING ROOM

Floor Base Wall Ceiling Benches Bench Brackets Lockers Door & Frame

HOME TEAM DRESSING ROOMS

Floor Base Wall Ceiling Player Cubicles Coaching display Door & Frame

CONC CONC BLK T-BAR MET H.M.

CONC CONC BLK T-BAR H.M.

CONC GWB T-BAR MILLWK WD/H.M.

CONC GWB/MASONRY T-BAR WOOD STEEL MET H.M.

CONC CONC BLK ACT/GWB MILLWK MILLWK H.N.

VCT RCB PT ACT PREFIN PT

CT CT EPX PT ACT PT

CARP CARP PT ACT PLAM WD VNR/PT

RT RCP PT ACT URE PT PREFIN PT

RT RCB PT PT WD VNR WD VNR/WHITEBD PT

Page 1 of 5

LANSDOWNE PARK CIVIC CENTRE ARENA RENOVATION BBB Architects / Stadium Consultants International

Project 0722

PRELIMINARY ROOM FINISH SCHEDULE HOME TEAM WASHROOM & TRAINERS AREA

VISITING TEAM DRESSING ROOMS

VISITING TEAM WET AREAS

OPERATIONS/SECURITY OFFICE

FIRST AID ROOM/MEDICAL SERVICES

Floor Base Wall Shower Walls Shower Floor Shower Ceiling Ceiling Vanity Toilet Partitions Door & Frame

Floor Base Wall Ceiling Lockers Door & Frame

Floor Shower Floor Shower Walls Base Wall Ceiling Vanity Toilet Partitions Door & Frame

Floor Base Wall Ceiling Windows/Frame Door & Frame

Floor Base Wall Ceiling Millwork Door & Frame

28-Aug-09 CONC CONC BLK CONC BLK CONC GWB T-BAR/GWB MILLWK SOLID PHENOLIC H.M.

CONC CONC BLK T-BAR MILLWK H.M.

CONC CONC CONC BLK CONC BLK GWB MILLWK MET H.M.

CONC CONC BLK T-BAR MET H.M.

CONC GWB/CONC. BLK T-BAR H.M.

RT RCB EPX PT/MIRR CT PFT EPX PT ACT/PT PLAM PREFIN PT

RT RCB PT ACT PLAM PT

RT PFT CT PFT EPX PT/MIRR PT PLAM PREFIN PT

VCT RB PT ACT PT PT

VCT VCB EPX PT ACT PLAM PT

Page 2 of 5

LANSDOWNE PARK CIVIC CENTRE ARENA RENOVATION BBB Architects / Stadium Consultants International

Project 0722

PRELIMINARY ROOM FINISH SCHEDULE CONCOURSE WASHROOMS

28-Aug-09

Floor Base Wall

CONC CONC. BLK. CONC. BLK.

Ceiling Vanity Toilet Partitions Urinal Screen

EXP STR MILLWK SOLID PLASTIC SOLID PLASTIC

PLAM PREFIN PREFIN

CONCESSION/ KITCHEN

Floor Base Wall Ceiling Bulkhead Concession Counter Top Security Screen Door & Frame

CONC. CONC. BLK. CONC. BLK. ACT GWB MILLWK ALUM H.M.

EPX RCB EPX PT WASHABLE EPX PT SST ANNOD PT

SUITES

Floor Base Wall Ceiling Bulkheads Closet/Buffet Buffet Top Kitch. Cabinets/Cupboards Kitchen Counter Drink Rail Drink Rail Backsplash Support Floor Stairs Railings Door & Frame

CONC GWB T-BAR GWB MILLWK MILLWK MILLWK MILLWK MILLWK ST ST CONC. CONC. MET H.M.

CARP CARP PT ACT PT PLAM PLAM PLAM PLAM PLAM PT PT SEALED SEALED PT PT

Vomitory Walls Vomitory Stairs Seating Tiers-Lower Seating Tiers-Upper Aisle Stairs -Lower Tier Aisle Stairs -Upper Tier Railings Guard Over Vomitory

CONC CONC CONC ALUM CONC ALUM ST ST

PT PT PT PT PT PT PT PT

(Seating Area) (Seating Area) (Seating Area)

SEATING BOWL

PFT PT PT MIRROR@VANITY

Page 4 of 5

LANSDOWNE PARK CIVIC CENTRE ARENA RENOVATION BBB Architects / Stadium Consultants International

Project 0722

PRELIMINARY ROOM FINISH SCHEDULE TYPICAL EXIT STAIRS

Floor Stairs Base Wall Ceiling Railing Risers Stringers Door & Frame

28-Aug-09 CONC CONC

SEAL SEAL

MASONRY EXP STR ST CONC ST H.M.

PT PT GALV SEAL GALV PT

CONC

CARP CARP PT ACT PLAM PT

MEDIA LEVEL PRESS BOX/ MEDIA LOUNGE

Floor Base Wall Ceiling Counter Door & Frame

GWB T-BAR MILLWK H.M.

Page 5 of 5

LANSDOWNE PARK CIVIC CENTRE ARENA RENOVATION BBB Architects / Stadium Consultants International

Project 0722

PRELIMINARY ROOM FINISH SCHEDULE OFFICE AREAS / VIP AREA

28-Aug-09

Floor Base Wall Ceiling Door & Frame

GWB T-BAR WD

CARP CARP PT ACT WDVR

SERVICE ROOMS

Floor Base Wall Ceiling Door & Frame

CONC CONC BLK CONC BLK EXP STR H.M.

SEAL PT PT PT PT

JANITOR ROOM

Floor Base Wall Ceiling Door & Frame

CONC CONC BLK CONC BLK EXP STR H.M.

VCT RCB EPX PT PT PT

TICKETS OFFICE

Floor Base Wall Ceiling Counters, Shelving, Cupboards Door & Frame

CONC GWB T-BAR MILLWK

CARP CARP PT ACT PLAM

H.M.

CONC CONC.BLK/GWB ACT H.M.

VCT RCB PT WASHABLE PT

CONC MASONRY MASONRY EXP STR MTL GWB ST MET

PFT PFT EPX PT. PT PREFIN BAFFLE PT PT PT

PANTRIES

Floor Base Wall Ceiling Door & Frame

CONC

PUBLIC AREAS CONCOURSES

Floor Base Walls Ceiling Bulkheads Railings Monitor Brackets

Page 3 of 5

LANSDOWNE PARK FRANK CLAIR STADIUM RENOVATION BBB Architects / Stadium Consultants International

Project 0722

PRELIMINARY ROOM FINISH SCHEDULE

28-Aug-09

BACK-OF HOUSE AREAS STAFF LOCKER ROOMS

STAFF WASHROOMS

Floor Base Wall Ceiling Lockers Door & Frame

Floor Base Wall Ceiling Door & Frame

MEETING ROOMS/ PRESS CONFERENCE/ MEDIA WORKROOMS

Floor Base Wall Ceiling Kitchen Counter/Cabinets Door & Frame

OFFICIALS DRESSING ROOM

Floor Base Wall Ceiling Benches Bench Brackets Lockers Door & Frame

HOME TEAM DRESSING ROOMS

Floor Base Wall Ceiling Player Cubicles Coaching display Door & Frame

CONC CONC BLK T-BAR MET H.M.

CONC CONC BLK T-BAR H.M.

CONC GWB T-BAR MILLWK WD/H.M.

CONC GWB/MASONRY T-BAR WOOD STEEL MET H.M.

CONC CONC BLK ACT/GWB MILLWK MILLWK H.N.

VCT RCB PT ACT PREFIN PT

CT CT EPX PT ACT PT

CARP CARP PT ACT PLAM WD VNR/PT

PFT / CARP PFT / CARP PT ACT URE PT PREFIN PT

CARP CARP PT PT WD VNR WD VNR/WHITEBD PT

Page 1 of 5

LANSDOWNE PARK FRANK CLAIR STADIUM RENOVATION BBB Architects / Stadium Consultants International

Project 0722

PRELIMINARY ROOM FINISH SCHEDULE HOME TEAM WASHROOM & TRAINERS AREA

VISITING TEAM DRESSING ROOMS

VISITING TEAM WET AREAS

OPERATIONS/SECURITY OFFICE

FIRST AID ROOM/MEDICAL SERVICES

Floor Base Wall Shower Walls Shower Floor Shower Ceiling Ceiling Vanity Toilet Partitions Door & Frame

Floor Base Wall Ceiling Lockers Door & Frame

Floor Shower Floor Shower Walls Base Wall Ceiling Vanity Toilet Partitions Door & Frame

Floor Base Wall Ceiling Windows/Frame Door & Frame

Floor Base Wall Ceiling Millwork Door & Frame

28-Aug-09 CONC CONC BLK CONC BLK CONC GWB T-BAR/GWB MILLWK SOLID PHENOLIC H.M.

CONC CONC BLK T-BAR MILLWK H.M.

CONC CONC CONC BLK CONC BLK GWB MILLWK MET H.M.

CONC CONC BLK T-BAR MET H.M.

CONC GWB/CONC. BLK T-BAR H.M.

PFT RCB EPX PT/MIRR CT PFT EPX PT ACT/PT PLAM PREFIN PT

CARP CARP PT ACT PLAM PT

PFT PFT CT PFT EPX PT/MIRR PT PLAM PREFIN PT

VCT RB PT ACT PT PT

VCT VCB EPX PT ACT PLAM PT

Page 2 of 5

LANSDOWNE PARK FRANK CLAIR STADIUM RENOVATION BBB Architects / Stadium Consultants International

Project 0722

PRELIMINARY ROOM FINISH SCHEDULE OFFICE AREAS / VIP AREA

28-Aug-09

Floor Base Wall Ceiling Door & Frame

GWB T-BAR WD

CARP CARP PT ACT WDVR

SERVICE ROOMS

Floor Base Wall Ceiling Door & Frame

CONC CONC BLK CONC BLK EXP STR H.M.

SEAL PT PT PT PT

JANITOR ROOM

Floor Base Wall Ceiling Door & Frame

CONC CONC BLK CONC BLK EXP STR H.M.

VCT RCB EPX PT PT PT

TICKETS OFFICE

Floor Base Wall Ceiling Counters, Shelving, Cupboards Door & Frame

CONC GWB T-BAR MILLWK

CARP CARP PT ACT PLAM

H.M.

CONC

PANTRIES

CONC

Floor Base Wall Ceiling Door & Frame

CONC.BLK/GWB ACT H.M.

VCT RCB PT WASHABLE PT

Floor Base Walls Ceiling Bulkheads Railings Monitor Brackets

CONC MASONRY MASONRY EXP STR GWB ST MET

SEALED EPX PT. EPX PT. PT PT PT PT

PUBLIC AREAS CONCOURSES

Page 3 of 5

LANSDOWNE PARK FRANK CLAIR STADIUM RENOVATION BBB Architects / Stadium Consultants International

Project 0722

PRELIMINARY ROOM FINISH SCHEDULE CONCOURSE WASHROOMS

28-Aug-09

Floor Base Wall

CONC CONC. BLK. CONC. BLK.

Ceiling Vanity Toilet Partitions Urinal Screen

EXP STR MILLWK SOLID PLASTIC SOLID PLASTIC

PLAM PREFIN PREFIN

CONCESSION/ KITCHEN

Floor Base Wall Ceiling Bulkhead Concession Counter Top Security Screen Door & Frame

CONC. CONC. BLK. CONC. BLK. ACT GWB MILLWK ALUM H.M.

EPX RCB EPX PT WASHABLE EPX PT SST ANNOD PT

SUITES

Floor Base Wall Ceiling Bulkheads Closet/Buffet Buffet Top Kitch. Cabinets/Cupboards Kitchen Counter Drink Rail Drink Rail Backsplash Support Floor Stairs Railings Door & Frame

CONC GWB T-BAR GWB MILLWK MILLWK MILLWK MILLWK MILLWK ST ST CONC. CONC. MET H.M.

CARP CARP PT ACT PT PLAM PLAM PLAM PLAM PLAM PT PT SEALED SEALED PT PT

Vomitory Walls Vomitory Stairs Seating Tiers-Lower Seating Tiers-Upper Aisle Stairs -Lower Tier Aisle Stairs -Upper Tier Railings Guard Over Vomitory

CONC CONC CONC ALUM CONC ALUM ST ST

(Seating Area) (Seating Area) (Seating Area)

SEATING BOWL

SEALED PT PT MIRROR@VANITY

SEALED PT @NOSING

PT @NOSING NON-SLIP NOSING GALV GALV

Page 4 of 5

LANSDOWNE PARK FRANK CLAIR STADIUM RENOVATION BBB Architects / Stadium Consultants International

Project 0722

PRELIMINARY ROOM FINISH SCHEDULE TYPICAL EXIT STAIRS

Floor Stairs Base Wall Ceiling Railing Risers Stringers Door & Frame

28-Aug-09 CONC CONC

SEAL SEAL

MASONRY EXP STR ST CONC ST H.M.

PT PT GALV SEAL GALV PT

CONC

CARP CARP PT ACT PLAM PT

MEDIA LEVEL PRESS BOX/ MEDIA LOUNGE

Floor Base Wall Ceiling Counter Door & Frame

GWB T-BAR MILLWK H.M.

Page 5 of 5