RECAPP Facility Evaluation Report · consisting of a roof mounted compressor and condenser unit and an evaporator coil mounted in the air handling unit. Direct expansion cooling is

Report run on: March 12, 2007 1:17 PM

RECAPP Facility Evaluation Report

St. Joseph Catholic High School

B3307AEdmonton

Edmonton RCSSD #7

Report run on: March 12, 2007 1:17 PM Page 2 of 56

B3307ABuilding Id:

St. Joseph Catholic High SchBuilding Name:

EdmontonLocation:10830 - 109 Street Address:

23,409.80Gross Area (sq. m): $46,894,781Replacement Cost:0Construction Year:

Evaluation Date: November 3 2006

Asset Evolution Incorporated (AEI)Evaluation Company:

Mario PlastinaEvaluator Name:

St. Joseph Catholic High School is situated on 3.74 ha of land and has a total building area is 23409.80.m2. The original1931 & a portion of the 1951 buildings were removed to accommodate the 1999 modernization of the school. The 4-storey school was originally constructed in 1931 and has had several additions throughout the years. Additions wereadded in 1951, 1957, 1958, 1962, 1966 and 1999. The school also has a full basement and partial sub-basement. The school was renovated to provide a 'self paced' learning environment. The school does not have many traditionalclassrooms, however it has several resource learning centres where students can consult with resource teachers.Teaching advisors monitor the learning progress of the students. A large testing centre enables the students to completethe tests for a particular module on their own schedule. The school has traditional spaces such as; science labs, library,music room, shops, gymnasium, theatre, cafeteria and chapel. The current student enrollment is approximately 1040.

General Summary:

Structural Summary:The foundations consist of cast-in-place concrete grade beams and spread footings. The building has cast-in-placeconcrete slabs-on-grade with conventional steel reinforcement. The floors are constructed of either reinforced cast in placeconcrete or steel joists, steel deck and concrete infill. Due to the several additions there are a variety of roof assemblies.One-way ribbed concrete slabs 'T' structure supported by exterior & interior concrete block walls is typical, throughout themain gymnasium. Steel structure is the main atrium & exposed in several of the shop areas. A wood structure & deck islocated in the original portion of the school. Overall the structural elements appeared to be in good condition.

Envelope Summary:The exterior cladding consists primarily of precast concrete panels & brick cladding. The 1999 addition has a metalpanel assembly. The windows are aluminum frame double glazed units with fixed & operable awning type panels. Glass block is locatedon the lower level of the 1966 Addition. The 1999 addition has a curtain wall assembly. The roof has two types of assembly: a modified bituminous membrane roof assembly (SBS) and a Built-up BituminousRoofing (Asphalt & Gravel) Assembly.. The majority of the aluminum doors & frames are original and have full glazed panels with glazed transoms andsidelights. (12 sets of doors). The new main entrance doors were installed in 1999. Several of the exit doors have apainted steel door & frame assembly with GWG panels. Metal overhead doors are located throughout most of theworkshops. Overall, the building envelope appears to be in acceptable condition.

Interior Summary:Vinyl Tile (VCT) is located throughout the corridors, lab areas and several classrooms. The majority of the studentlearning areas, main atrium, open stairs, seminar rooms, music room, staff room, administration area, and library have acarpet floor finish. The gymnasiums & drama room have a hardwood floor finish. The main atrium area, stairwells,kitchens, washrooms and change rooms have a ceramic tile floor finish. The majority of the utility areas, mechanicalroom and industrial arts room have a paint finish on the concrete slab. The majority of the interior wall finishes comprise of interior brick walls, glazed block partitions, painted masonry block

30.17%5 year Facility Condition Index (FCI):

Facility Details Evaluation Details

Total Maintenance Events Next 5 years: $14,149,400

Edmonton - St. Joseph Catholic High School (B3307A)


walls, gypsum board with a vinyl wall covering, glass block, interior glazed partitions and ceramic tile. The interior doors are painted and/or stained wood doors and/or painted steel doors in hollow metal frames. Severalclassroom doors have sidelights with GWG inserts. The school has several ceiling types, including a suspended 2'x4' acoustical tile ceiling and a 12"x12" acoustical tileassembly. The structure is painted and exposed in the gymnasium & utility rooms. Painted gypsum board ceilings arelocated in the washrooms and change rooms. The main atrium & music room ceiling and ancillary rooms have a texturedstucco finish. Overall, the interior finishes are in good condition.

Mechanical Summary:Building heating is provided by hot water heating systems utilizing a total of four gas fired boilers (two steam boilers andtwo hot water boilers). The hot water heating loops supply various hydronic heating terminal units including convectors,fin tube radiation cabinets, radiant panels, unit heaters, and fan coil units. There are two glycol loops which provideheating via the air handling unit heating coils. A chilled water system is used to provide cooling in the c.1966 buildingaddition via cooling coils in air handling unit AH1. The chilled water system includes a single centrifugal type chiller anda roof mounted cooling tower. Additional cooling is provided for the theater by a direct expansion type cooling systemconsisting of a roof mounted compressor and condenser unit and an evaporator coil mounted in the air handling unit.Direct expansion cooling is also provided for the air handling unit serving the administrative area. Ventilation in thebuilding is provided by a total of 13 air handling units and four make-up air units. Each air handling unit has anindependent steam type humidifier. Numerous local and general exhaust systems provide exhaust to balance the freshair supply provided by the air handling units. Building HVAC actuators are pneumatic, and building HVAC controls are amix of pneumatic and DDC (direct digital control). The building automation system is used to monitor and control roomtemperatures and major HVAC equipment. The building domestic water supplies provide water for use in the fixtures in the washroom and locker facilities in thebuilding, as well as for use in the fixtures in the various lab and shop areas. Domestic hot water is provided by twodomestic hot water systems, one consisting of a shell and tube type heat exchanger with two storage tanks (in roomS010) and one consisting of a storage tank with an internal heat exchanger (in room 037). Fire protection consists of astandpipe system feeding fire hose cabinets throughout the building, and automatic sprinklers in many building areas.Fire extinguishers are located in wall cabinets and in other areas throughout the building, and automatic fire suppressionsystems protect the kitchen cooking hoods (room 150 and room 409). A modernization program initiated in c.1999 has included upgrading of the building HVAC controls, replacement of mostof the building air handling units, replacement of most of the perimeter heating system terminal units with ceilingmounted radiant panels, and modernization of most building areas including classrooms and labs. Nevertheless, manyof the building mechanical systems are largely original, including the hot water heating systems, the glycol heatingsystems, the chilled water cooling system, the air distribution systems, the domestic water distribution system, thesanitary drainage system, and the storm water drainage system. Although the building mechanical systems aregenerally in acceptable condition, many of the original mechanical systems in the various building additions (c.1966 andolder) will require replacement in the near future.

Electrical Summary:St. Joseph Catholic High School is fed from 13.8kV incoming hydro feed from pole mounted equipment located on theschool grounds. High Voltage switchgear is located within the two main electrical rooms. There are two 1500kVA13.8kV-347/600V main transformers and two 2000A, 347/600V switchboards (1962 & 1966 wings). MCC's and individualmotor starters provide power for the major mechanical equipment. A 40kW natural gas emergency generator providesemergency power for lighting and selected loads. The wiring in the building is typically standard wiring in conduit. The interior fluorescent lighting fixtures typically have been upgraded to fixtures with T-8 lamps and electronic ballasts.The exit lighting in the building consists of new metal units with LED lamps. The emergency lighting is fed from standardfluorescent fixtures fed from the emergency panels. The exterior lighting consists of wall mounted H.I.D wallpack fixturesand incandescent fixtures in the canopies. The building is equipped with a two stage Edwards EST3 fire alarm system. Detection and end devices include, smoke



and heat detectors, horns, strobes and pull stations. An immediate repair is required for the fire alarm system to ensurealarm signals sound upon initial alarm activation. The various communications and security systems within the school include; a DSC security system that monitorsmotion detectors, a refurbished Petcom P.A. system and Mitsuko telephone system. Data network systems and adigital clock system are installed within the school. It is recommended, as routine maintenance, that a program for annual examination of major electrical components beinstituted. Maintenance should include thermographic scans for hot spots and power shut down to allow examination ofinterior components for accumulated debris and signs of corrosion. Overall the electrical components for St. Joseph Catholic High School are in acceptable to good condition.


Condition Rating Performance1 - Critical Unsafe, high risk of injury or critical system failure.2 - Poor Does not meet requirements, has significant deficiencies. May have high operating/maintenance costs.

3 - Marginal Meets minimum requirements, has significant deficiencies. May have above average operating maintenance costs.4 - Acceptable Meets present requirements, minor deficiencies. Average operating/maintenance costs.

Rating Guide

5 - Good Meets all present requirements. No deficiencies.6 - Excellent As new/state of the art, meets present and foreseeable requirements.


A1010 Standard Foundations*

A1030 Slab on Grade*

A2020 Basement Walls (& Crawl Space)*

B1010.01 Floor Structural Frame*(Building Frame)

B1010.02 Structural Interior Walls Supporting Floors (or Roof)*

B1010.05 Mezzanine Construction*

4 - Acceptable

4 - Acceptable

4 - Acceptable

5 - Good

5 - Good

5 - Good

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

100

100

100

100

100

80

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated

Updated


S1 STRUCTURAL

The foundations consist of cast-in-place concrete grade beams and spread footings.

The building has cast-in-place concrete slabs-on-grade with conventional steel reinforcement.

A sub-basement & basement area is located primarily in the 1962 & 1966 addition . The basement walls are a combinationof poured in place and concrete block walls. The basement and sub-basement occupy the mechanical rooms, drama,music room archives, classrooms and several other ancillary areas.

The floors are constructed of either reinforced cast in place concrete or steel joists, steel deck and concrete infill.

Concrete block for bearing walls on infill to concrete or steel columns.

Several mezzanines are located in the gymnasium and shop areas. The mezzanines are poured in place concrete slabs.


B1010.07 Exterior Stairs**

B1010.09 Floor Construction Fireproofing*

B1010.10 Floor Construction Firestopping*

B1020.01 Roof Structural Frame*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1951

0

0

0

Installed

Installed

Installed

Installed

40

50

50

100

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Replace 1951 main entrance stairs

Lifecycle Replacement 2010 $40,000 Low


Event:

Type Year Cost Priority

Updated: MAR-07

Poured in place concrete stairs are located at the original 1951 entrance.

Due to the several additions there are a variety of roof assemblies. One-way ribbed concrete slabs 'T' structure supported byexterior & interior concrete block walls is typical, throughout the main gymnasium. Steel structure is the main atrium &exposed in several of the shop areas. A wood structure & deck is located in the original portion of the school.


B1020.04 Canopies*

B1020.06 Roof Construction Fireproofing*

3 - Marginal

4 - Acceptable

Rating

Rating

0

0

Installed

Installed

50

50

Design Life

Design Life

MAR-07

MAR-07

Updated

Updated

Repair & repaint concrete canopies

Repair 2007 $30,000 High

The concrete in several of the canopies are cracked anddeteriorated. Potential safety concern.

Concern:

Repair & repaint all damaged canopies.Recommendation:


Event:


Updated: MAR-07

(1966 Addition) - Exposed concrete structural members are located above most exterior door openings.


B2010.01.01 Precast Concrete: Exterior Wall Skin*

B2010.01.02.01 Brick Masonry: Ext. Wall Skin*

B2010.01.05 Exterior Insulation and Finish Systems (EIFS)*

B2010.01.06.03 Metal Siding**

2 - Poor

4 - Acceptable

4 - Acceptable

5 - Good

Rating

Rating

Rating

Rating

0

0

0

1999

Installed

Installed

Installed

Installed

75

75

75

40

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Repair precast panels

Failure Replacement 2007 $100,000 High

Several sections of the exterior precast panels are damaged .The south exposed precast panels are cracked and the steelrebar is exposed. The north wall of the 1962 addition hasdamaged ceramic tile spandrel panels.

Concern:

Repair cracked precast and spandrel panels on the south andnorth exterior wall.

Recommendation:


S2 ENVELOPE

Event:


Updated: MAR-07

(1966 Addition) - Precast wall panels are located on the 4th floor elevation. (1962 Addition - North Wall - Ceramic tile spandrel infill panels.

1957 & 1962 Addition - A large portion of the exterior walls have a concrete block & brick assembly. 1966 Addition - The lower portion of the exterior walls have a concrete block & brick assembly.

The gable ends on the roof level of the 1999 atrium have an exterior insulation and finish system (EIFS).

1999 Addition - The new entrance at the south-east end of the building has a metal spandrel panel assembly.


B2010.01.11 Joint Sealers (caulking): Ext. Wall**

B2010.01.13 Paints (& Stains): Exterior Wall**

B2010.02.03 Masonry Units: Ext. Wall Const.*

B2010.03 Exterior Wall Vapor Retarders, Air Barriers, and Insulation*

B2010.06 Exterior Louvers, Grilles, and Screens*

4 - Acceptable

2 - Poor

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

1961

1966

0

0

0

Installed

Installed

Installed

Installed

Installed

20

15

100

30

30

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated

Repair and repaint exposed concrete structure

Repair 2007 $30,000 Medium

The paint finish on the exposed concrete structural membershas flaked off the concrete.

Concern:

Repair and repaint the exposed concrete structural elements.Recommendation:


Event:


Updated: MAR-07

Sealant is located around all window, doors, brick cladding and precast panel assemblies. Replace sealant during thewindow & door replacement.

The exposed concrete structure has a paint finish.

The interior face of the exterior walls has a concrete block wall assembly.

Exterior louvres are located on the roof level and on the upper portion of the exterior walls.


B2010.09 Exterior Soffits*

B2010.10 Other Exterior Walls* - Glass Block

B2020.01.01.02 Aluminum Windows (Glass & Frame)**

B2020.03 Glazed Curtain Wall**

B2030.01.01 Aluminum-Framed Storefronts**

4 - Acceptable

5 - Good

4 - Acceptable

5 - Good

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

0

0

1962

1999

1966

Installed

Installed

Installed

Installed

Installed

30

30

40

40

30

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated

Replace all original windows

Replace 24 original aluminum doors

Lifecycle Replacement


2010

2010

$880,000

$72,000

Low

Low


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-07

MAR-07

Exterior soffits are located at several building entrances and at the south elevation. The soffits have a sprayed texturedfinish.

Glass block is located along the lower level of the 1966 Addition.

The exterior window units are double glazed aluminum frame with operable awning units & fixed glazed panels. The majorityof the windows are original. Some of windows along the East elevation were replaced during the 1999 Addition.

The new south-east entrance has a curved glazed window assembly.

The majority of the aluminum doors & frames are original and have full glazed panels with glazed transoms and sidelights.(12 sets of doors). The new main entrance doors were installed in 1999.


B2030.01.02 Steel-Framed Storefronts**

B2030.03 Large Exterior Special Doors (Overhead)*

B3010.01 Deck Vapor Retarder and Insulation*

4 - Acceptable

3 - Marginal

4 - Acceptable

Rating

Rating

Rating

1999

1962

0

Installed

Installed

Installed

30

30

25

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Replace 11 overhead doors in the shop areas

Failure Replacement 2008 $66,000 Medium

Overall, the majority of the doors are damaged, the hardware ismissing and not working properly. Potential safety concern.

Concern:

Replace all overhead doors in the auto, auto body, constructionand welding shops.

Recommendation:


Event:


Updated: MAR-07

The majority of the exit doors have painted steel doors & frames with GWG glazed panel inserts.

Eleven metal sectional overhead doors are located primarily in the automotive, auto body, welding and building constructionshop area.


B3010.04.01 Built-up Bituminous Roofing (Asphalt & Gravel)**

B3010.04.04 Modified Bituminous Membrane Roofing (SBS)**

B3020.01 Skylights**

3 - Marginal

3 - Marginal

5 - Good

Rating

Rating

Rating

1999

1999

1999

Installed

Installed

Installed

25

25

20

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Repair BUR on the 1962 & 1966 Additions

Repair SBS roof on the 1951 original section

Repair

Repair

2007

2007

$20,000

$10,000

Medium

Medium

It was noted by the Roof consultant retained by the SchoolBoard that several blisters were observed on the 1962 and 1966Additions.

It was noted by the Roof consultant retained by the SchoolBoard that several blisters were observed on the 1951 originalschool.

Concern:

Concern:

Replace all damaged roof sections outlined by the roofconsultant.

Replace all damaged roof sections outlined by the roofconsultant.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-07

MAR-07

(1951, 1962, and 1966 Additions) - The roof has a Built-up Bituminous Roofing (Asphalt & Gravel) Assembly.

(1951 Original, 1958 and 1999 Additions ) - The roof has a modified bituminous membrane roof assembly (SBS).

1966 Addition - A cluster of acrylic skylights (9) are located through the center of the of the learning area. Rectangularskylights (12) are also located above the fashion studies and art design lab area. 1999 Addition - Sloped glazing is located throughout the atrium area. An interior skylight is also located above themeditation area (Chapel).


C1010.01 Interior Fixed Partitions*

C1010.04 Interior Balustrades and Screens, Interior Railings*

C1010.05 Interior Windows*

C1010.06 Interior Glazed Partitions and Storefronts*

C1010.07 Interior Partition Firestopping*

C1010.08 Other Partitions* - Glass Block

C1020.01 Interior Swinging Doors**

5 - Good

5 - Good

5 - Good

5 - Good

4 - Acceptable

5 - Good

5 - Good

Rating

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

1999

Installed

Installed

Installed

Installed

Installed

Installed

Installed

50

40

40

30

50

50

40

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated

Updated

Updated


S3 INTERIOR

Interior partitions typically consist of glazed block walls, painted masonry block walls and gypsum board partitions.

The majority of the open area in the atrium area have painted steel handrails with tempered glass panels.

Interior glazed windows are located throughout the atrium area, administrative area and in the fitness centre.

Interior glazed partitions are located in the 1966 open atrium area above the student learning centre.

Glass block walls are located throughout the open stairwells, meditation room and in ancillary areas.

The interior swing doors generally consist of solid core painted wood doors in painted steel frames.


C1020.03 Interior Fire Doors*

C1020.04 Interior Sliding and Folding Doors*

C1030.01 Visual Display Boards**

C1030.02 Fabricated Compartments(Toilets/Showers)**

C1030.08 Interior Identifying Devices*

C1030.10 Lockers**

C1030.12 Storage Shelving*

4 - Acceptable

5 - Good

5 - Good

5 - Good

5 - Good

5 - Good

5 - Good

Rating

Rating

Rating

Rating

Rating

Rating

Rating

0

0

2000

1999

0

1999

0

Installed

Installed

Installed

Installed

Installed

Installed

Installed

50

25

20

30

20

30

20

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated

Updated

Updated


Painted steel fire doors are located in the common area corridors between the original building and each addition and in thestairwells. The majority of the doors are rated and labeled.

Metal screen panels are located in the cafeteria and kitchen area.

Tackboards, chalkboards and white boards are located in each teaching area.

Prefinished metal washroom partitions are located in all men's & women's washrooms.

Signage panels with room number or room name are located above & on the interior doors.

Prefinished metal lockers are located throughout the corridors and boy's & girl's change rooms.

Clear finish plywood storage shelving throughout the school.


C1030.14 Toilet, Bath, and Laundry Accessories*

C2010 Stair Construction*

C2020.01 Tile Stair Finishes*

C2020.02 Terrazzo Stair Finishes*

5 - Good

5 - Good

5 - Good

4 - Acceptable

Rating

Rating

Rating

Rating

0

0

2000

1962

Installed

Installed

Installed

Installed

20

100

60

60

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated


The washrooms are equipped with typical washroom accessories: Paper towel dispensers, toilet paper dispensers, hand-soap dispensers, waste bins and mirrors.

The majority of the stairwells typically have a poured in place concrete assembly. The open stairs in the atrium area areconstructed of steel assembly. The secondary stairs to the mezzanine levels are either concrete or open steel stairs.

(1999) - Open Atrium stairs have a ceramic tile on the stair treads.

(1962 Addition) - All the stairwells have a terrazzo floor finish throughout.


C2020.05 Resilient Stair Finishes**

C2020.06 Carpet Stair Finishes**

C2020.08 Stair Railings and Balustrades*

3 - Marginal

5 - Good

4 - Acceptable

Rating

Rating

Rating

2000

2000

0

Installed

Installed

Installed

20

10

50

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Repair rubber finish on 4th floor stairs to roof.


The rubber finish on the stairwell to the roof level hasdeteriorated.

Concern:

Replace rubber finish on the risers.Recommendation:


Event:


Updated: MAR-07

(1966 Addition) - All the stairwells have rubber stairs & VCT landings.

(1999) - Open Atrium stairs have a carpet floor finish on the stair landings.

1962 Original building - The interior stairwells have a rubber finish on painted steel handrails with painted steel pickets. 1966 Addition - The stairwells has a solid wood handrail with a clear finish and floor mounted steel pickets. 1999 Addition - The open stairwells have a painted steel handrail with tempered glass panels.


C2030.01 Ramp Construction*

C2030.02 Ramp Finishes*

C2030.03 Ramp Railings*

C3010.01 Concrete Wall Finishes*

C3010.03 Plaster Wall Finishes*

5 - Good

5 - Good

5 - Good

5 - Good

3 - Marginal

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

100

0

50

100

60

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated

Repair painted plaster walls in the stairwells.


Several stairwells have deteriorated plaster walls due to waterinfiltration.

Concern:

Repair and repainted damaged walls Recommendation:


Event:


Updated: MAR-07

There are several ramps located throughout the school. One located on the second floor adjacent to the large gymnasium.The ramp appears to be constructed in wood framing. The other ramps are located on the main level and appear to beconstructed with reinforced concrete.

The three ramps each have a different ramp finish. The ramps are finished in either carpet, ceramic tile or vinyl tile.

Each ramp has painted steel handrails.

The concrete walls in the utility areas are sealed and exposed. Glazed block walls are located in the corridors and kitchenareas.

Several original areas and the stairwells have a painted plaster wall finish.


C3010.04 Gypsum Board Wall Finishes*

C3010.06 Tile Wall Finishes**

C3010.09 Acoustical Wall Treatment**

C3010.11 Interior Wall Painting**

C3010.12 Wall Coverings**

5 - Good

5 - Good

5 - Good

5 - Good

5 - Good

Rating

Rating

Rating

Rating

Rating

0

1999

1999

1999

1999

Installed

Installed

Installed

Installed

Installed

60

40

20

10

15

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated

Repaint interior walls



Event:


Updated: MAR-07

Several of the demising walls in the administration area consist of painted gypsum walls.

Ceramic tile wall finish is located throughout the stairwells, washroom walls, student shower areas.

Acoustical wall panels are located in the music rooms, meditation room, ancillary room and in the gymnasium.

The interior partitions throughout the school have a paint finish.

Several walls in the administrative areas have gypsum board walls with a vinyl and/or fabric wall covering.


C3020.01.02 Paint Concrete Floor Finishes**

C3020.02 Tile Floor Finishes**

C3020.03 Terrazzo Floor Finishes*

C3020.04 Wood Flooring**

C3020.07 Resilient Flooring** - Rubber flooring

C3020.07.01 Resilient Tile Flooring

5 - Good

5 - Good

4 - Acceptable

5 - Good

5 - Good

5 - Good

Rating

Rating

Rating

Rating

Rating

Rating

1999

1999

0

1999

2000

1999

Installed

Installed

Installed

Installed

Installed

Installed

10

50

75

30

20

20

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated

Updated

Reseal and/or repaint concrete floors



Event:


Updated: MAR-07

The majority of the utility areas, mechanical room and industrial arts room have a paint finish on the concrete slab.

The main atrium area, stairwells, kitchens, washrooms and change rooms have a ceramic tile floor finish.

Terrazzo flooring is located at the entrance area to the main gymnasium.

The gymnasiums & drama room have a hardwood floor finish.

Rubber flooring is located in the fitness & exercise room.

Vinyl Tile (VCT) is located throughout the corridors, cafeteria, lab areas and several classrooms.


C3020.08 Carpet Flooring**

C3030.01 Concrete Ceiling Finishes*

C3030.03 Plaster Ceiling Finishes*

C3030.04 Gypsum Board Ceiling Finishes*

C3030.06 Acoustic Ceiling Treatment (Susp.T-Bar)**

C3030.07 Interior Ceiling Painting**

5 - Good

4 - Acceptable

4 - Acceptable

5 - Good

5 - Good

5 - Good

Rating

Rating

Rating

Rating

Rating

Rating

1999

0

0

0

1999

1999

Installed

Installed

Installed

Installed

Installed

Installed

15

100

60

50

25

20

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated

Updated


The majority of the student learning areas, main atrium, open stairs, seminar rooms, music room, staff room, administrationarea, and library have a carpet floor finish.

The concrete structure is exposed in most of the shop areas,in the gymnasiums and main utility rooms.

Plaster ceilings are located in some of the original basement areas. Sprayed textured ceiling are located in the small gymand ancillary areas.

Painted gypsum board ceilings are located throughout several corridors, open atrium areas and throughout the washrooms& change rooms.

The majority of the ceilings have a 2'-0"x4'-0" suspended acoustical tile assembly. the gymnasium and in the drama room have 12"x12" acoustical ceiling tiles between the concrete 'T' structures.

All the interior gypsum board ceilings, plaster ceilings, steel structure and exposed concrete structure have a paint finish.


D1010.01.01 Electric Traction Passenger Elevators** 1966

D1010.01.04 Hydraulic Freight Elevators** 1962

D1010.01.04 Hydraulic Freight Elevators** 1966

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1966

1962

1966

Installed

Installed

Installed

30

30

30

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Replace the passenger elevator on the east side ofthe c.1966 addition

Replace the freight elevator on the west side of thec.1962 addition

Replace the freight elevators on the west andsouth sides of the c.1966 addition




2010

2010

2010

$180,000

$170,000

$325,000

Low

Low

Low


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-07

MAR-07

MAR-07

The passenger elevator on the east side of the c.1966 addition is a traction type elevator manufactured by Otis.

The freight elevator on the west side of the c.1962 addition is a hydraulic type elevator manufactured by Otis (6,000 poundcapacity).

The freight elevator on the west side of the c.1966 addition is a hydraulic type elevator manufactured by Otis (6,000 poundcapacity). This elevator operates between the basement level and the fourth floor. A second hydraulic elevator at the southend of the c.1966 addition provides service between the sub-basement and the basement levels.


D2010.01 Water Closets**

D2010.02 Urinals**

D2010.03 Lavatories**

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1966

1966

1966

Installed

Installed

Installed

35

35

35

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Replace the remaining original toilets (approx 70)

Replace the remaining original urinals (approx 18)

Replace the remaining original lavatories (approx10)




2010

2010

2010

$105,000

$45,000

$12,000

Low

Low

Low

Replace the remaining original urinals (approximately 18 total).The cost includes changing the original floor mounted urinals towall mounted urinals.

Recommendation:


S4 MECHANICAL

Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-07

MAR-07

MAR-07

There are approximately 90 toilets in the building. Most of the toilets are original (c.1966 or older), although some originalfixtures have been replaced. It is estimated that approximately 70 of the total 90 toilets are original. The toilets aregenerally floor mounted flush valve type fixtures.

There are approximately 36 urinals in the building. It is estimated that approximately half of the total 36 urinals are original(c.1966 or older). The original urinals are generally floor mounted flush valve type fixtures and the newer urinals aregenerally wall mounted flush valve type fixtures.

There are approximately 100 lavatories in the building. It is estimated that approximately 10% of the total 100 lavatories areoriginal (c.1966 or older). The original lavatories which are remaining are typically wall mounted fixtures and the newerlavatories are typically counter mounted stainless steel units.


D2010.04 Sinks**

D2010.05 Showers**

D2010.08 Drinking Fountains / Coolers**

D2010.09 Other Plumbing Fixtures**

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1966

1999

1966

1966

Installed

Installed

Installed

Installed

30

30

35

30

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Replace the remaining original sinks (approx 68)

Replace the original drinking fountains (approx.7)

Replace the half Bradley wash fountains (approx 5)




2010

2010

2010

$102,000

$8,400

$17,500

Low

Low

Low


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-07

MAR-07

MAR-07

There are approximately 75 sinks in the building. It is estimated that approximately 90% of the total 75 sinks are original(c.1966 or older). The sinks include mop sinks, hair washing sinks and stainless steel sinks.

There are approximately eight individual showers in the building as well as two communal showers in the male and femalelocker rooms.

Approximately ten drinking fountains are located throughout the school, including wall mounted refrigerated units and wallmounted non-refrigerated units. It is estimated that approximately seven of the drinking fountains are original (c.1966 orolder).

Other plumbing fixtures include stainless steel half Bradley type wash fountains in the shop areas (approximately five) andsafety shower/eyewash stations in the labs (approximately two). The wash fountains appear to be original (c.1966 or older)and the safety shower/eyewash stations are relatively new (c.1999).


D2020.01.01 Pipes and Tubes: Domestic Water*

4 - AcceptableRating

1966Installed

40Design Life

MAR-07Updated

Replace domestic water piping

Replace the domestic water piping in 1999addition


Failure Replacement

2010

2008

$1,250,000

$100,000

Low

Medium

The domestic water piping used in the 1999 addition is reportedto be of poor quality due to manufacturing defects, and hasbeen a high maintenance item due to numerous small leaks.

Concern:

Replace the domestic water piping in the 1999 addition.Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-07

MAR-07

Two domestic water supplies to the building were observed, including one with a metered domestic water supply and a non-metered supply for fire protection, and one non-metered supply for fire protection only. The two feeds to the fire protectionequipment are equipped with backflow prevention. Domestic water piping is generally copper. Approximately 90% of thedomestic water piping is c.1966 or older and approximately 10% is c.1999.

Consequences of Deferral:Ongoing high maintenance and repair costs due to leaks, andpotential building damage if there is a major water leak.


D2020.01.02 Valves: Domestic Water**

D2020.01.03 Piping Specialties (Backflow Preventors)**

4 - Acceptable

5 - Good

Rating

Rating

1966

1999

Installed

Installed

40

20

Design Life

Design Life

MAR-07

MAR-07

Updated

Updated

Replace the domestic water system valves in thec.1966 and older areas (28,193 SM GFA)

Replace the domestic water system valves in thec.1998 area (2,279 SM GFA)


Failure Replacement

2010

2008

$250,000

$21,000

Low

Medium

The valves in the c.1998 area are in acceptable condition butwill have to be replaced when the piping is replaced (seeD2020.01.01 Pipes and Tubes: Domestic Water*).

Concern:

Replace the domestic water valves when the piping is replaced(see D2020.01.01 Pipes and Tubes: Domestic Water*).

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-07

MAR-07

Domestic water system valves include zone isolating valves and fixture isolating valves. The domestic water system valvesare generally original (c.1966 or older, or c.1998).

Back flow preventers are used on the two water feeds to the fire fighting equipment.


D2020.02.02 Plumbing Pumps: Domestic Water**

D2020.02.04 Domestic Water Conditioning Equipment**

D2020.02.06 Domestic Water Heaters** 1962

4 - Acceptable

5 - Good

4 - Acceptable

Rating

Rating

Rating

1999

1999

1962

Installed

Installed

Installed

20

20

20

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Install DHW pump for fourth floor kitchen (room409)

Replace the c.1962 DHW system (room 037)

Repair


2007

2010

$3,500

$42,000

High

Low

It is reported that there is inadequate DHW flow to the fourthfloor kitchen (room 409).

Concern:

Install a DHW pump to provide adequate flow to the fourth floorkitchen.

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-07

MAR-07

There are four domestic water pumps including two general domestic hot water (DHW) circulation pumps and two kitchenDHW circulation pumps.

Water softener are used in room 331 and room S010 for the water supply to the humidifiers for the air handling units. Thesoftener in room S010 also appears to supply make-up water for the steam boilers.

The domestic hot water system for the north end of the building (c.1962) consists of a DHW storage tank with an internalwater to water heat exchanger. The c.1962 equipment is located in room 037.


D2020.02.06 Domestic Water Heaters** 1966

D2020.03 Water Supply Insulation: Domestic*

4 - Acceptable

4 - Acceptable

Rating

Rating

1966

1966

Installed

Installed

20

30

Design Life

Design Life

MAR-07

MAR-07

Updated

Updated

Replace the c.1966 DHW system (room S010)

Replace the domestic water system pipinginsulation in the c.1966 and older areas (28,193 SMGFA)

Replace the domestic water system pipinginsulation in the c.1998 area (2,279 SM GFA)



Failure Replacement

2010

2010

2008

$54,000

$315,000

$25,000

Low

Low

Medium

The piping insulation in the c.1998 area is in acceptablecondition but will have to be replaced when the piping isreplaced (see D2020.01.01 Pipes and Tubes: DomesticWater*).

Concern:

Replace the domestic water piping insulation when the piping isreplaced (see D2020.01.01 Pipes and Tubes: DomesticWater*).

Recommendation:


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-07

MAR-07

MAR-07

The domestic hot water system for the south end of the building (c.1966) consists of a steam to hot water shell and tubetype heat exchanger and two DHW storage tanks. The c.1966 equipment is located in room S010.

The domestic hot water lines are insulated to prevent heat loss and the domestic cold water lines are insulated to preventcondensation. Approximately 90% of the domestic water piping is c.1966 or older and approximately 10% is c.1999.


D2030.01 Waste and Vent Piping*


1966Installed

50Design Life

MAR-07Updated

Investigate and correct sewer gas problem outsideroom 142

Replace below grade sanitary piping (all buildingareas)

Replace the waste and vent piping (c.1958 andolder - 5,715 SM GFA)

Repair

Failure Replacement


2007

2007

2010

$20,000

$380,000

$230,000

Medium

High

Low

It is reported that there is an ongoing problem of sewer gasodours near the manhole located outside the entrance vestibuleinto room 142 at the northwest corner of the building.

The below grade sanitary drainage piping is clogged with built-up floor wax. Attempts have been made to clean the wax fromthe piping without success and it has been recommended thatthe piping be replaced.

Concern:

Concern:

Investigate and correct the reported problem. The cost shownis an allowance.

Replace the below grade sanitary piping which is clogged withwax.

Recommendation:

Recommendation:


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-07

MAR-07

MAR-07

Waste and vent piping in the building is generally cast iron in larger diameters and copper in smaller diameters. The wasteand vent piping is original (c.1966 and older, and c.1998).

Consequences of Deferral:Ongoing drainage problems and sewer back-up due to reduceddrainage line capacity and diameter.


D2030.02 Waste Piping Specialties*

D2040.01 Rain Water Drainage Piping Systems*

D2040.02.04 Roof Drains**

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1962

1966

1966

Installed

Installed

Installed

50

50

40

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Repair [D2040.01 Rain Water Drainage PipingSystems*]

Replace the storm drainage piping (c.1958 andolder - 5,715 SM GFA)

Replace roof drains (c.1966 and older - approx 24)

Repair



2007

2010

2010

$30,000

$160,000

$18,000

Medium

Low

Low

It is reported that the crawlspace area on the basement level inthe c.1951 addition area periodically has water build-upproblems because there are no drains in this area.

Concern:

Install drainage tile as required and tie into the storm sewersystem by gravity drain or sump pump. The cost shown is anallowance.

Recommendation:


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-07

MAR-07

MAR-07

There is a grease interceptor for the sanitary drainage from the kitchen located in room 037.

The building flat roof areas are drained by standard roof drains which discharge to the municipal storm sewer system viainternal storm drainage piping. The storm drainage piping is generally cast iron. Most of the storm drainage piping isoriginal (c.1966 and older, and c.1998), although some storm drainage piping in the c.1966 addition has been replaced.

The flat roof areas of the building are drained by standard flow control roof drains equipped with strainers. The roof drainsare original (c.1951 through c.1998).


D2090.01 Compressed Air Systems (Non Controls)**

D3010.02 Gas Supply Systems*

D3020.01.01 Heating Boilers & Accessories: Steam**

D3020.01.03 Chimneys (&Comb. Air) : Steam Boilers**

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1962

1962

1966

1966

Installed

Installed

Installed

Installed

30

60

35

35

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Replace the shop air compressor in room S010

Replace two steam boilers in room S010

Replace combustion gas exhaust system for steamboilers in room S010




2010

2010

2010

$16,000

$350,000

$24,000

Low

Low

Low


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-07

MAR-07

MAR-07

There is a shop air compressor and associated air dryer located in room S010. This unit supplies compressed air for use inthe shop areas (c.1962).

Natural gas is the primary energy source for space heating (steam boilers, hot water heating boilers, make-up air units,etc.) and domestic hot water heating. The natural gas piping is steel.

There are three steam boilers in room S010. Two of the boilers are Cleaver Brooks model CB760-250 (input heatingcapacity of 10,461,000 Btu/h each) which supply steam for primary building heating (c.1966). The third steam boilerprovides steam for humidification (this unit does not appear to be used, as the air handling units are equipped with individualhumidifiers).

The steam boilers have a common discharge stack for combustion gases.


D3020.01.04 Water Treatment: Steam Boilers*

D3020.02.01 Heating Boilers and Accessories: H.W.**

D3020.02.02 Chimneys (&Comb. Air): H.W. Boiler**

D3020.02.03 Water Treatment: H. W. Boiler*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1999

1962

1962

1962

Installed

Installed

Installed

Installed

35

35

30

30

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Replace two hot water boilers in room 037

Replace combustion gas exhaust system for hotwater boilers in room 037



2010

2010

$224,000

$20,000

Low

Low


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-07

MAR-07

Steam boiler water treatment consists of softening and chemical addition.

There are two hot water boilers in room 037. The boilers are Cleaver Brooks model CB760-150 (input heating capacity of6,275,000 Btu/h each) which supply hot water for primary building heating (c.1962).

The hot water boilers have a common discharge stack for combustion gases.

Water treatment for the hot water boilers consists of chemical additives for the closed loop hot water heating system (potfeeders).


D3030.02 Centrifugal Water Chillers** 1966

D3030.05 Cooling Towers** 1966

D3030.06.01 Refrigeration Compressors** - Coolers

4 - Acceptable

3 - Marginal

5 - Good

Rating

Rating

Rating

1966

1966

1999

Installed

Installed

Installed

25

25

25

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Replace chiller in room S010

Replace the c.1966 cooling tower


Failure Replacement

2010

2008

$230,000

$91,000

Low

High

High maintenance and repair costs, poor reliability and thepotential for failure in service leading to a loss of airconditioning and emergency repairs.

Concern:

Replace the cooling tower.Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-07

MAR-07

There is a Trane Centravac water chiller located in room S010. This unit provides cooling for the c.1966 building addition.The chiller was rebuilt in c.1994.

There is a roof mounted cooling tower for the water chiller located in room S010 (c.1966).

There are approximately ten air cooled refrigeration compressors providing cooling for refrigerators and freezers.

Consequences of Deferral:Ongoing high maintenance and repair costs, poor reliability andthe potential for failure in service leading to a loss of airconditioning and emergency repairs.


D3030.06.02 Refrigerant Condensing Units** 1999

D3040.01.01 Air Handling Units: Air Distribution** - AH1 (1966)

D3040.01.01 Air Handling Units: Air Distribution** 1999

D3040.01.02 Fans: Air Distribution*

D3040.01.04 Ducts: Air Distribution*

5 - Good

4 - Acceptable

5 - Good

5 - Good

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

1999

1966

1999

1999

1962

Installed

Installed

Installed

Installed

Installed

25

30

30

30

50

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated

Replace air handling unit SFB in room S010



Event:


Updated: MAR-07

There is a refrigerant compressor and condenser unit on the roof which provides direct expansion (DX) cooling for the airhandling unit in room 006. This air handling unit serves the theater (c.1999). A second refrigerant compressor andcondenser unit on the roof provides DX cooling for air handling unit AS2 in room 331 which serves the office andadministrative areas (c.1999).

Air handling unit AH1 (also known as supply fan SFB) located in room S010 provides general ventilation for the south(c.1966) wing. This unit is a constant velocity mixed air system equipped with glycol heating coils, chilled water coolingcoils and a steam type humidifier.

Air handling units installed during the c.1999 renovations include an air handling unit in room 006 which serves the theater(and provides heating, humidification and DX cooling) and 11 air handling units serving the north part of the building whichprovide heating and humidification (unit AS1 in room 029, units AS2, AS3, AS4, AS5, AS6 and AS8 in room 331, unit AS7in room 330, units AS9 and AS10 in room 332, and unit AS11). Unit AS1 serves the basement, unit AS2 serves theadministrative area (in addition to heating and humidification, AS2 also provides DX cooling for the administrative area usinga compressor/condenser unit mounted on the roof), unit AS3 serves the atrium, unit AS4 serves the large gymnasium(Troy), unit AS5 serves the south end of the second and third floors, unit AS6 serves the north end of the second and thirdfloors, unit AS7 serves the auto and welding shops, unit AS8 serves the kitchen, unit AS9 serves the cafeteria, unit AS10serves the small gymnasium, and unit AS11 serves the staff dining room.

Air distribution fans include return air fans for the mixed air type air handling units.

The supply and return air duct systems are original (c.1962, c.1966 and c.1998).


D3040.01.06 Air Terminal Units: Air Distribution (VAV Box)**

D3040.01.07 Air Outlets & Inlets:Air Distribution*

D3040.02 Steam Distribution Systems: Piping/Pumps**

5 - Good

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1999

1962

1966

Installed

Installed

Installed

30

30

30

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Replace the steam distribution and condensatecollection systems associated with the steamboilers in room S010



Event:


Updated: MAR-07

Most of the air handling units and air distribution systems in the building are constant velocity, but some areas wereupgraded to variable air volume distribution in c.1999.

Air outlets and inlets include supply air diffusers and return air grilles. The diffusers and grilles are generally original(c.1962, c.1966 and c.1999).

The steam boilers in room S010 for the c.1966 addition have associated steam piping, condensate piping and a condensatepumping system. The main condensate return tank (which is also the boiler feedwater source) is located in room S010.The tank is equipped with two condensate/feedwater pumps. There is a separate condensate return system for the DHWheat exchanger in room S010, consisting of a small collection tank and a single condensate pump. The steam andcondensate piping associated with the steam boilers is largely contained within room S010, where hot water, glycol andDHW heat exchangers are also located. Steam from the boilers is also supplied to room 331 where a second glycol heatexchanger is located.


D3040.03.01 Hot Water Distribution Systems**


1962Installed

40Design Life

MAR-07Updated

Install reheat coil in room 257

Investigate and correct reported heating problemin room 264

Investigate and correct reported heating problemin rooms 129 to 133

Repair

Repair

Repair

2007

2007

2007

$7,000

$15,000

$25,000

High

High

High

Inadequate heat in rooms 258, 259 and 260.

The occupants of room 264 reported a chronic lack of heatduring cold weather.

It is reported there is inadequate heat in the Student Servicesarea exterior wall offices (rooms 129 to 133).

Concern:

Concern:

Concern:

Install a reheat coil in room 257 to provide reheat for the officesand staff room (rooms 258, 259 and 260).

Investigate and correct the reported heating problem. The costshown is an allowance.

Investigate and correct the reported heating problem. The costshown is an allowance.

Recommendation:

Recommendation:

Recommendation:


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-07

MAR-07

MAR-07

Two hot water heating systems provide hot water for perimeter radiation heating and for reheat coils, as well as for cabinetheaters and unit heaters. One hot water heating system (north - c.1962) utilizes the hot water boilers in room 037 andincludes a hot water loop expansion tank and six hot water circulation pumps. The second hot water heating system (south- c.1966) utilizes the steam boilers in room S010 to produce hot water in a shell and tube type heat exchanger, andincludes an expansion tank and two circulation pumps.


D3040.03.02 Chilled Water Distribution Systems**

D3040.04.01 Fans: Exhaust**

D3040.04.03 Ducts: Exhaust*

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1966

1966

1962

Installed

Installed

Installed

40

30

50

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Replace the hot water distribution systems (c.1966and older)

Replace chilled water and condenser water pipingsystems and pumps

Replace the remaining original exhaust fans(approx 15)




2010

2010

2010

$4,350,000

$340,000

$60,000

Low

Low

Low


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-07

MAR-07

MAR-07

There are chilled water and condenser water piping systems and pumps associated with the chiller and cooling tower.Condenser water pumps P8 and P9 circulate condenser water between the cooling tower and the chiller and chilled waterpumps P10 and P11 circulate chilled water between the chiller and the air handling unit (AHU1 or SFB) cooling coils.

There are numerous exhaust fans providing ventilation for all areas of the building. Many of the original exhaust fans havebeen replaced over the years. It is estimated that there are approximately 50 main exhaust fans for the building, includingapproximately 35 roof mounted exhaust fans. There are approximately 15 exhaust fans which appear to be original.

Most of the building exhaust fans have associated duct systems for the collection of air from single or multiple sourcelocations and/or for the conveyance of air to the discharge point. The exhaust fan duct systems are generally original(c.1962 and c.1966).


D3040.04.05 Air Outlets and Inlets: Exhaust*

D3040.05 Heat Exchangers**

D3040.06 Other HVAC Distribution Systems* - Glycol

D3050.01.02 Packaged Rooftop Air Conditioning Units (& Heating Units)** 1962 MUA units

4 - Acceptable

5 - Good

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1962

1999

1966

1962

Installed

Installed

Installed

Installed

30

30

50

30

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Replace the c.1962 MUA units in room 139 androom 142



Event:


Updated: MAR-07

Exhaust outlets and inlets include collection grilles and diffusers (including hoods), as well as stacks or discharge ductswhere applicable.

There are three heat exchangers associated with the building heating systems (see D2020.02.06 Domestic Water Heaters**for heat exchangers associated with the DHW heating systems). One plate and frame type heat exchanger located in roomS010 provides hot water from steam, one plate and frame type heat exchanger located in room S010 provides hot glycolfrom steam, and one plate and frame type heat exchanger located in room 331 provides hot glycol from steam. Hot water isused in the building hydronic terminal units for building heating and glycol is used in the air handling unit coils for heating.

There are two glycol systems which provide heating for the air handling unit heating coils. One system is located in roomS010 and serves the heating coils for AH1 (SFB). This system consists of a steam to glycol heat exchanger, two glycolcirculation pumps and an expansion tank, as well as the glycol distribution piping. The second glycol system is located inroom 331 and serves the heating coils for the remaining air handling units. This system also consists of a steam to glycolheat exchanger, two glycol circulation pumps and an expansion tank, as well as the glycol distribution piping. Some of theglycol system components are new (including the heat exchangers and pumps), and some of the components are original(most of the piping distribution systems).

There are two c.1962 make-up air units for the building including one for the welding shop (room 139) and one for the autobody shop (room 142).


D3050.01.02 Packaged Rooftop Air Conditioning Units (& Heating Units)** 1999 MUA units

D3050.02 Air Coils**

D3050.03 Humidifiers**

D3050.05.01 Convectors**

5 - Good

4 - Acceptable

5 - Good

4 - Acceptable

Rating

Rating

Rating

Rating

1999

1962

1999

1962

Installed

Installed

Installed

Installed

30

30

25

40

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Replace reheat coils (c.1966 and older - 28,193 SMGFA)

Replace force flow convection cabinets (approx 20)



2010

2010

$600,000

$50,000

Low

Low


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-07

MAR-07

There are two c.1999 make-up air units for the building including one for the automotive shop (room 142) and one for thefourth floor kitchen (located on the roof).

Most areas of the building are equipped with hot water reheat coils. The reheat coils are original (c.1962 and c.1966).

Each air handling unit has an independent steam type humidifier.

Force flow convection cabinets are used in high heat loss areas such as entrances.


D3050.05.02 Fan Coil Units**

D3050.05.03 Finned Tube Radiation**

D3050.05.06 Unit Heaters**

D3050.05.08 Radiant Heating (Ceiling & Floor)**

4 - Acceptable

4 - Acceptable

4 - Acceptable

5 - Good

Rating

Rating

Rating

Rating

1962

1962

1962

1999

Installed

Installed

Installed

Installed

30

40

30

35

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Replace three fan coil units in room 144

Replace finned tube radiation cabinets (approx25% of perimeter heating for 28,193 SM GFA)

Replace the original unit heaters (approx 20 units)




2010

2010

2010

$7,500

$280,000

$50,000

Low

Low

Low


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-07

MAR-07

MAR-07

Three ceiling mounted fan coil units are used in the automotive shop (room 144).

Original perimeter heating for the c.1962 and c.1966 areas utilized finned tube radiation cabinets. With the c.1999renovations, most of the finned tube radiation cabinets were replaced with radiant ceiling panels, but it is estimated thatapproximately 25% of the perimeter heating still utilizes the finned tube radiation cabinets.

Unit heaters are used for heating in the shop areas and in many of the mechanical rooms.

Original perimeter heating for the c.1962 and c.1966 areas utilized finned tube radiation cabinets. With the c.1999renovations, most of the finned tube radiation cabinets were replaced with radiant ceiling panels. It is estimated thatapproximately 75% of the perimeter heating utilizes the radiant ceiling panels.


D3060.02.01 Electric and Electronic Controls**

D3060.02.02 Pneumatic Controls**

D3060.02.05 Building Systems Controls (BMCS, EMCS)**

D3090 Other Special HVAC Systems and Equipment* - Dust collector

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1985

1962

1985

1966

Installed

Installed

Installed

Installed

30

40

25

25

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Replace room 037 control air supply system andremaining original pneumatic controls

Replace the building automation system



2010

2010

$135,000

$460,000

Low

Low


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-07

MAR-07

The original building HVAC controls and actuators were pneumatic. Most of the pneumatic controls are being switched overto direct digital control (DDC) and are part of the building automation system.

The original building HVAC controls and actuators were pneumatic. Most of the pneumatic controls are being switched overto direct digital control (DDC), but some pneumatic controls remain. Almost all HVAC actuators are pneumatic. There aretwo control air supply systems, one located in room S010 (c.1999) and one located in room 037 (c.1962).

The building automation system (BAS) utilizes two separate commercial systems (Andover Infinity and Multi-Net) whichcommunicate with each other. The BAS system monitors and controls all room temperatures as well as all major HVACequipment.

There is a dust collection system in the building construction shop (room 179).


D4010 Sprinklers: Fire Protection*

D4020 Standpipes*

D4030.01 Fire Extinguisher, Cabinets and Accessories**

D4090 Other Fire Protection Systems* - Kitchen cooking hoods

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1966

1962

1962

1999

Installed

Installed

Installed

Installed

60

60

30

30

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Replace building fire extinguishers



Event:


Updated: MAR-07

The building sprinkler system was upgraded in c.1999, although the entire building is not sprinklered. Many building areashave partial sprinkler coverage. There is a Siamese connection to the sprinkler system on the east side of the building.

All areas of the building are served by a standpipe system feeding fire hose cabinets. There is a Siamese connection to thestandpipe system on the east side of the building.

Cabinet mounted and wall mounted fire extinguishers are located throughout the building.

The fourth floor kitchen (room 409) cooking hoods and the main floor kitchen (room 150) cooking hoods are protected withwet chemical automatic fire suppression systems.


D5010.01 Main Electrical Transformers**

D5010.02 Secondary Electrical Transformers (Interior)**

D5010.03 Main Electrical Switchboards (Main Distribution)**

5 - Good

5 - Good

5 - Good

Rating

Rating

Rating

1999

1999

1999

Installed

Installed

Installed

40

40

40

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated


S5 ELECTRICAL

There are two 13.8kV-347/600V primary transformers for power distribution within the school. The primary transformerlocated in basement level of the 1966 wing is a 1500kVA dry type Delta transformer. The transformer is an integral part ofthe 1966 wing main switchboard. The primary transformer located in basement level of the 1962 wing is a 1000kVA drytype Delta transformer. The transformer is an integral part of the 1962 wing main switchboard. Both primary transformersare equipped with a digital readout for transformer core temperatures.

There are several distribution transformers located throughout the building. The transformer that feeds the chiller is locatedin the sub-basement boiler room. The transformer for the chiller is rated 500kVA, 600V-120/208V. The main 600-120/208Vtransformers fed from the 1966 wing distribution system are T-BDA (75kVA), T-1DA (112.5kVA), T-2DA (75kVA), T-3DA(75kVA) and T-4DA (150kVA). The main 600-120/208V transformers fed from the 1962 wing distribution system are T-NBDB (150kVA), T-N1BD (225kVA), T-N2BD (112.5kVA) and T-N3BD (112.5kVA). A 300kVA, 600-120/208V transformer isintegrated with the main switchboard for the 1966 wing. The transformers are all Delta transformers that were installedduring the 1999 renovation. There are two 15kVA, 208V-347/600V step-up transformers for the emergency distribution system.

There are two main electrical switchboards for the school. One is located in the 1962 wing (basement level) and the other inthe 1966 wing (basement level). The 1962 wing main switchboard has two components; the 1000kVA primary transformercomponent and a 600V breaker distribution component. The 600V breakers have frame ratings and loads as follows: 2000A - Main breaker 400A - MDP-BB 400A - MCC-N1 400A - MCC-N3 400A - Transformer N1BD The 1966 wing main switchboard has four components; the 1500kVA primary transformer component, a 600V breakerdistribution component, a 300kVA 600-120/208V transformer component and a 1200A, 120/208V breaker distributioncomponent. The 600V breakers have frame ratings and loads as follows: 2000A - Main breaker 800A - Chiller 800A - MDP-AA 800A - MCC-1C 800A - 300kVA Transformer The 1200A, 120/208V breaker distribution component feeds MCC-1B, the transfer switch, 120/208V branch distributionpanels, dimmer panels and the freight and passenger elevators.


D5010.03 Main Electrical Switchboards (Main Distribution)** - 13.8kV High Voltage Switchgear

D5010.05 Electrical Branch Circuit Panelboards (Secondary Distribution)** - 1962 and 1966 panels

4 - Acceptable

3 - Marginal

Rating

Rating

1966

1966

Installed

Installed

40

30

Design Life

Design Life

MAR-07

MAR-07

Updated

Updated

Replace 13.8kV High Voltage Switchgear

Replace 1962 & 1966 panels


Failure Replacement

2010

2008

$155,000

$55,000

Low

Medium

The 13.8kV High Voltage Switchgear has reached itstheoretical life expectancy.

The panels (1962 & 1966) are at the end of their lifeexpectancy. Over the life of the panel, breaker contactsbecome worn and the breakers will no longer operate correctlyand may trip unnecessarily. Older panels do not readily acceptnewer style breakers.

Concern:

Concern:

Replace aged panelboards and reconnect branch circuit wiring.Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-07

MAR-07

The 13.8kV high voltage switchgear was installed in 1966. The main 13.8kV high voltage switchgear consisting of threefusible loadbreak switches is located in the main electrical room - 1966 wing (basement level). The first loadbreak switch isfor the main incoming EPCOR 13.8kV feed and the other two loadbreak switches are for the 1962 wing and 1966 wingprimary transformer. In the 1962 wing main electrical room there is one fusible loadbreak isolation switch that feeds the1000kVA transformer for the 1962 wing. The 13.8kV High Voltage Switchgear was manufactured by S&C.

The majority of the electrical branch circuit panelboards were replaced during the 1999 renovations. Some panels stillremain from the 1962 and 1966 building constructions. In the 1962 wing the older panels are Canadian Westinghousepanels located in some areas of the main and basement levels. In the 1966 wing the older panels are typically FederalPioneer panels located on the main floor and basement levels.

Consequences of Deferral:Deferring replacement could lead to partial power outages andintermittent tripping of breakers as well as increasedmaintenance costs.


D5010.05 Electrical Branch Circuit Panelboards (Secondary Distribution)** - 1999 Panels

D5010.07 Motor Control Centers (Motor Control)** - 1999 MCC's

D5010.07 Motor Control Centers (Motor Control)** - MCC-1B

5 - Good

5 - Good

3 - Marginal

Rating

Rating

Rating

1999

1999

1966

Installed

Installed

Installed

30

30

30

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Replace MCC-1B


Motor Control Centre MCC-1B has exceeded its theoretical lifeexpectancy. Starter replacement parts are not readilyavailable.

Concern:

Replace Motor Control Centre MCC-1B.Recommendation:


Event:


Updated: MAR-07

The majority of the school's electrical branch circuit panelboards were installed in 1999. There are two main 347/600Vdistribution panels, MDP-AA (800A) in the 1966 wing and MDP-BB (800A fed by a 400A breaker) in the 1962 wing. Thereare approximately twelve 347/600V panels fed from the main distribution panels. A total of nine 120/208V distributionpanels provide power to the approximately sixty 120/208V branch circuit panelboards throughout the school. The panelsare all manufactured by Siemens and there is spare capacity in the panels for future loads.

Four Motor Control Centres were installed during the 1999 construction. MCC-N2 (208V) is a three section Siemens MCClocated adjacent to the basement level boiler room in the 1962 wing. MCC-N3 (600V) is a two section Siemens MCClocated adjacent to the basement level boiler room in the 1962 wing. MCC-1C (600V) is a six section Siemens MCClocated in the 1966 wing boiler room - basement level. MCC-N1 (600V) is a seven section Siemens MCC located in thethird floor main mechanical room. All of the Motor Control Centres have space for future starters.

A Klockner Moeller has been installed in the boiler room - sub-basement level. The MCC is an eight section, 208V MCCthat was installed during the 1966 addition construction.

Consequences of Deferral:Failure of individual starter units would affect mechanicalsystems within the school.


D5010.07.02 Motor Starters and Accessories** - 1999 Equipment

D5010.07.02 Motor Starters and Accessories** - Aged Equipment

D5020.01 Electrical Branch Wiring* - 1999 Wiring

5 - Good

3 - Marginal

5 - Good

Rating

Rating

Rating

1999

1966

1999

Installed

Installed

Installed

30

30

50

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Replace chiller starter and aged individual starters


The individual motor starters have exceeded their theoretical lifeexpectancy. Replacement parts are not readily available.

Concern:

Replace aged individual motor starters and the chiller motorstarter.

Recommendation:


Event:


Updated: MAR-07

There are newer individual combination type motor starters (Telemechanique) within the building.

Older Westinghouse starters are located in mechanical rooms within the school. The chiller starter (Allen Bradley) isapproximately 40 years old. The starter should be replaced in conjunction with the chiller

The majority of the cabling is standard building wire in EMT conduit. Armoured cable has been provided, in selectedlocations, for final connections to mechanical and miscellaneous equipment.

Consequences of Deferral:Loss of power to mechanical system fed from motor starter.


D5020.01 Electrical Branch Wiring* - Aged Wiring

D5020.02.01 Lighting Accessories (Lighting Controls)*

4 - Acceptable

4 - Acceptable

Rating

Rating

0

1999

Installed

Installed

50

30

Design Life

Design Life

MAR-07

MAR-07

Updated

Updated

Electrical Wiring Study


Study


2006

2010

$10,000

$230,000

High

Low

The original wiring in selected areas of the building is nearing orhas has exceeded its theoretical life expectancy.

The electrical wiring in areas of the building (est. 5%) is nearingor has exceeded its theoretical life expectancy. A study isrecommended.

Concern:

Concern:

A study is required to determine the existing condition of thebuilding wiring systems and extent of replacement required.Study should include costing for any proposed replacements.

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-07

MAR-07

Original branch wiring from the 1951, 1962 and 1966 additions exists on the main floor as well as the basement and sub-basement levels.

There are low voltage switches within the school used for lighting control. The low voltage relay cabinets are locatedadjacent to the 347/600V lighting panels. The low voltage lighting system components were manufactured by DouglasLighting Controls. Three level lighting has been achieved in selected rooms by using a separate ballast for switching thecentre lamp from the two outer lamps. Motion sensors have been provided for lighting control on many of the second, thirdand fourth floor rooms.

Consequences of Deferral:Potential for wiring insulation breakdown - safety hazard.


D5020.02.02.01 Interior Incandescent Fixtures*

D5020.02.02.02 Interior Florescent Fixtures**

3 - Marginal

4 - Acceptable

Rating

Rating

1966

1999

Installed

Installed

30

30

Design Life

Design Life

MAR-07

MAR-07

Updated

Updated

Energy Efficiency Upgrade

Energy Efficiency Upgrade 2008 $5,000 Medium

The incandescent fixtures within the school are inefficient.Concern:

Replace incandescent lighting fixtures with energy efficientfixtures.

Recommendation:


Event:


Updated: MAR-07

Incandescent downlights have been installed in areas such as the Assembly Hall and the chapel. There are some olderincandescent lighting fixtures in the sub-basement boiler room.

The standard lighting fixture used throughout the school is a 2 ft. x 4 ft. recessed, three-lamp fluorescent fixture. In someareas a deep cell parabolic lens has been provided for the fixture. Fluorescent fixtures with wire guards have been providedin the gymnasium. Strip fluorescent fixtures with wire guards and industrial fluorescent fixtures have been used in theservice areas and the automotive and welding areas. The typical fluorescent lighting fixtures throughout the school areeither newer T8 fixtures or fixtures that have been retrofitted with T8 lamps and electronic ballasts. Recessed compactfluorescent downlights have been provided in selected areas.

Consequences of Deferral:Increased energy costs.


D5020.02.02.02 Interior Florescent Fixtures** - T12 Fixtures

D5020.02.02.03 Interior Metal Halide Fixture*

D5020.02.03.01 Emergency Lighting Built-in*

D5020.02.03.03 Exit Signs*

2 - Poor

4 - Acceptable

4 - Acceptable

5 - Good

Rating

Rating

Rating

Rating

1966

1999

1999

1999

Installed

Installed

Installed

Installed

30

30

35

30

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Replace aged T12 fluorescent fixtures.

Failure Replacement 2007 $25,000 High

The T12 lamps and ballasts are not energy efficient. T12 lampproduction could be discontinued in the future. The fluorescentfixtures in areas of the basement are in poor condition.

Concern:

Replace the T12 fixtures with energy efficient T8 fluorescentfixtures.

Recommendation:


Event:


Updated: MAR-07

T12 fixtures from the 1962 and 1966 construction periods are still in use in areas of the basement and sub-basement levels. Many of the fixtures in the tunnels/storage areas are in poor condition.

Within the atrium there are suspended, metal halide, cylindrical fixtures at the peak of the roof and custom metal halidefixtures illuminating the brick walls on both sides of the atrium. There are six pole mounted Victorian style fixtures on themain level of the atrium and recessed metal halide downlights in the drywalled portion of the ceiling in the the atrium.

Existing building fluorescent lighting fixtures, fed from emergency panels, are utilized for emergency lighting.

The exit signs are LED type that were installed in 1999 throughout the school.

Consequences of Deferral:Increased energy costs and poor quality lighting.


D5020.03.01.01 Exterior Incandescent Fixtures*

D5020.03.01.04 Exterior H.P. Sodium Fixtures*

D5020.03.02 Lighting Accessories: Exterior (Lighting Controls)*

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1966

1999

1999

Installed

Installed

Installed

30

30

30

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Replace incandescent exterior lighting.


The incandescent lighting in the canopies for the school isinefficient and regular maintenance is required to ensure thelamps are operational.

Concern:

Replace exterior incandescent lighting with energy efficient HIDlighting.

Recommendation:


Event:


Updated: MAR-07

Recessed incandescent fixtures have been installed in the canopies.

The exterior lighting for the school consists of H.P.S wallpack fixtures.

Timers, contactors and photocell controls have been provided for the exterior lighting.

Consequences of Deferral:Increased maintenance and energy costs.


D5030.01 Detection and Fire Alarm**

D5030.02.02 Intrusion Detection**

D5030.02.04 Video Surveillance**

D5030.03 Clock and Program Systems**

4 - Acceptable

5 - Good

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1997

2004

1999

1999

Installed

Installed

Installed

Installed

25

25

25

25

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Code Repair

Code Repair 2006 $5,000 Unassigned

Alarm signal will not sound until 5 minutes after the alarm hasbeen initiated.

Concern:

Repair fire alarm system so that alarm signals sound uponalarm activation.

Recommendation:


Event:


Updated: MAR-07

The fire alarm system is a two stage Edwards EST3 addressable system. The main fire alarm control panel is located onthe basement level near the archives room. There are remote annunciators at the main entrance (c/w passive graphic) andin the general office area. Fire alarm horns and strobes are located throughout the school. Duct mounted smoke detectionhas been provided for air handling systems. The August 2006 fire alarm annual inspection report indicated that a first stage alarm in the building is not activating thehorns and strobes within the school. This deficiency must be rectified immediately.

The security system is a DSC system with the main panel located in the main telephone room on the basement level.Security system keypads have been provided. PIR motion detectors have been provided throughout the school.

4 exterior cameras with weatherproof housings have been installed for the school and there are approximately 12 interiorcameras. The monitor is located in the reception area next to the General Office.

The majority of the clocks within the school are digital clocks. The clocks are controlled by the Andover Building ControlSystem.

Consequences of Deferral:Life safety concern.


D5030.04.01 Telephone Systems**

D5030.04.04 Data Systems**

D5030.05 Public Address and Music Systems**

D5030.06 Television Systems*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1980

1999

1999

1999

Installed

Installed

Installed

Installed

25

25

20

20

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Replace telephone system.


The telephone system has reached its theoretical lifeexpectancy.

Concern:


Event:


Updated: MAR-07

The telephone system is a Nitsuko system. Nitsuko telephone handsets are located in the classrooms and selected areassuch as the general office. The main telephone equipment is located in the basement main telephone room. Maintenancestaff reported that the system was aged and that there were problems with the telephone system's expandability.

Data system servers are located throughout the school. Cat. 5 cables are used for the network wiring within the school.Supernet has been installed in the school.

The public address system is a Petcom 2200 system. Speakers are typically round, recessed mounted units. ThePetcom console unit is located in a separate room in the General Office area on the main floor. The Petcom 2200 mainconsole was updated in 2006 with new amplifiers and audio components.

The cable television splitter box is located in the main telephone room. Cable TV outlets are located in selected rooms.


D5090.02 Packaged Engine Generator Systems (Emergency Power System)** - Generator

D5090.02 Packaged Engine Generator Systems (Emergency Power System)** - Transfer Switch

3 - Marginal

5 - Good

Rating

Rating

1966

1999

Installed

Installed

35

35

Design Life

Design Life

MAR-07

MAR-07

Updated

Updated

Replace natural gas emergency generator.

Failure Replacement 2007 $75,000 Unassigned

The emergency generator is aged. The availability of thenatural gas supply in the event of an emergency is not assured.

Concern:

Replace the natural gas generator with a diesel generator set.Transfer switch does not need to be replaced.

Recommendation:


Event:


Updated: MAR-07

A natural gas Kohler emergency generator is located in the sub-basement level boiler room. The generator is rated 40kW,50kVA at 120/208V.

The transfer switch is a 200A, 120/208V Cutler Hammer transfer switch that was installed in 1999. The transfer switch islocated in the 1966 wing main electrical room - Basement level.

Consequences of Deferral:No emergency power in the building.


E1020.02 Library Equipment*

E1020.03 Theater and Stage Equipment*

E1090.01.01 Vacuum Cleaning Systems*

E1090.02 Solid Waste Handling Equipment*

E1090.03 Food Service Equipment*

E1090.04 Residential Equipment*

4 - Acceptable

5 - Good

5 - Good

4 - Acceptable

4 - Acceptable

5 - Good

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

25

25

25

25

25

25

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated

Updated


S6 EQUIPMENT, FURNISHINGS AND SPECIAL CONSTRUCTION

The library has entrance and exit bars for security.

Curtains & lighting equipment are located in the drama room and in the assembly theater.

A central vacuum system in the basement area located in the ancillary room.

Waste bins are located at the north-west corner of the site.

The cafeteria has a kitchen facility with a servery area, wood & stainless steel tables, built in ovens, refrigerators, deepfryers, fume-hoods and several smaller appliances. The kitchen facility is leased and maintained by an independent caterer.

The kitchen & cooking lab on the 4th floor is equipped with wood & stainless steel tables, built in ovens, refrigerators, deepfryers, fume-hoods and several smaller appliances.


E1090.07 Athletic, Recreational, and Therapeutic Equipment*

E2010.02 Fixed Casework**

E2010.03.01 Blinds**

E2010.05 Fixed Multiple Seating**

E2010.06 Fixed Interior Landscaping*

5 - Good

5 - Good

4 - Acceptable

5 - Good

5 - Good

Rating

Rating

Rating

Rating

Rating

0

1999

2010

1999

0

Installed

Installed

Installed

Installed

Installed

15

35

30

35

10

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated

Replace blinds in conjunction with the windowreplacement



Event:


Updated: MAR-07

Electronic scoreboard, movable basketball hoops are located in the gymnasiums. Exercise equipment is located in theweight room.

Each classroom & seminar room is equipped with custom wood open faced and/or painted cabinet units. Each sciencelaboratory is equipped with upper wood cabinets, lower cupboards c/w counter-top, open fixed shelving. Most of the otherlabs, such as; home economics, art, communications and music all have fixed storage wood cabinets throughout the room.The resource areas & library have fixed and moveable wood shelving casework. Glass display cabinets are located in thecorridors & entrance area. The change rooms & washrooms have fixed vanities.

The majority of the windows have horizontal blinds within the window assembly. The replaced windows have horizontal metalblinds.

Fixed seating is located in the open atrium area.

Trees are located in the main atrium on the main floor level.


E2020 Moveable Furnishings*

F1010.02.05 Grandstands and Bleachers**

F1020.02.13 Paint Booths*

F2020.01 Asbestos*

F2020.02 PCBs*

F2020.04 Mould*

F2020.09 Other Hazardous Materials*

5 - Good

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

Rating

0

1962

0

0

0

0

0

Installed

Installed

Installed

Installed

Installed

Installed

Installed

20

50

50

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated

Updated

Updated


Desks with plastic laminate tops are located throughout the classrooms. Labs & shops have metal base stools.

Bleachers on retractable wood frames are located in the gymnasium. Fixed seating is located on the mezzanine level of the1962 gymnasium.

A spray booth is located in the auto body shop.

Suspected asbestos-containing materials observed in the building include vinyl tile flooring in the school corridors andclassrooms, texture coated ceilings, gymnasium wallboard and piping insulation. An asbestos report was conducted in July1997 and provided by ECDSB.

Based on the age of the building, sources of potential PCBs include ballasts in fluorescent light fixtures. A lighting upgradewas conducted in 1999.

No mould known or reported

No hazardous material known or reported


K4010.01 Barrier Free Route: Parking to Entrance

K4010.02 Barrier Free Entrances

K4010.03 Barrier Free Interior Circulation

K4010.04 Barrier Free Washrooms

5 - Good

5 - Good

5 - Good

5 - Good

Rating

Rating

Rating

Rating

0

0

0

0

Installed

Installed

Installed

Installed

0

0

0

0

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated


S8 FUNCTIONAL ASSESSMENT

Barrier free access from both parking areas at the south and north ends of the school is provided. Signage for a designatedhandicap parking space in both parking lots.

Automatic door entrance is provided at the main south-east entrance.

Barrier free access is provided to most areas throughout the school, excluding the mezzanine areas, the stage areas andshop areas. Elevators are provided in the school see D1010.01.02.

Barrier free washrooms are provided in several locations.

Report run on: March 6, 2007 8:56 AM

RECAPP Facility Evaluation Report

St. Joseph Catholic High School

S3307Edmonton

Report run on: March 6, 2007 8:56 AM Page 2 of 6

S3307Building Id:

St. Joseph Catholic High SchBuilding Name:

EdmontonLocation:Address:

0.00Gross Area (sq. m): $0Replacement Cost:0Construction Year:

Evaluation Date: November 3 2006

Asset Evolution Incorporated (AEI)Evaluation Company:

Mario PlastinaEvaluator Name:

St. Joseph Catholic High School is situated on 3.74 ha of land and has a total building area is 23409.80m2. The site wasupgraded during the 1999 modernization. The site includes a main asphalt paved parking area for students and staff along the north end of the school. A smallparking lot is located opposite the new main entrance at the south end of the school. The main parking lot is accessiblefrom the west end of the property off 110th Street. The drop-off / pick-up roadway at the main entrance is entered andaccessible from the east on 109th street and exited south at 108th Avenue. Parking is also provide opposite the shoparea. A sodded football/soccer field is located at the north end of the property. Grass, shrubs and trees are primarily located atthe south-east end of the property. Waste Disposal is located at the north-west corner of the school. Pedestrianconcrete walkways & stairs are located at most of the school entrances. There are no portables on site. Overall the site are is in good condition

General Summary:

Structural Summary:

Envelope Summary:

Interior Summary:

Mechanical Summary:

Electrical Summary:

0%5 year Facility Condition Index (FCI):

Facility Details Evaluation Details

Total Maintenance Events Next 5 years: $50,000

Edmonton - St. Joseph Catholic High School (S3307)

Condition Rating Performance1 - Critical Unsafe, high risk of injury or critical system failure.2 - Poor Does not meet requirements, has significant deficiencies. May have high operating/maintenance costs.

3 - Marginal Meets minimum requirements, has significant deficiencies. May have above average operating maintenance costs.4 - Acceptable Meets present requirements, minor deficiencies. Average operating/maintenance costs.

Rating Guide

5 - Good Meets all present requirements. No deficiencies.6 - Excellent As new/state of the art, meets present and foreseeable requirements.


G2010.02.02 Flexible Pavement Roadway (Asphalt)**

G2010.05 Roadway Curbs and Gutters*

G2020.02.02 Flexible Paving Parking Lots(Asphalt)**

G2020.05 Parking Lot Curbs and Gutters*

G2020.06.02 Parking Bumpers*

5 - Good

5 - Good

5 - Good

5 - Good

5 - Good

Rating

Rating

Rating

Rating

Rating

1999

0

1999

1999

0

Installed

Installed

Installed

Installed

Installed

25

25

10

25

25

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated


S7 SITE

The drop-off / pick-up roadway at the main entrance is entered and accessible from the east on 109th street and exits southat 108th Avenue.

Poured in place concrete curbs are located along the roadway areas.

The site includes a main asphalt paved parking area for students and staff along the north end of the school. A smallparking lot is located opposite the new main entrance at the south end of the school. The main parking lot is accessiblefrom the west end of the property off 110th Street. Parking is also provide opposite the shop area for maintenance staff

Poured in place concrete curbs are located along the asphalt paved parking areas.

Painted steel bumpers are located along the asphalt paved parking areas. Parking numbers are indicating on assignedparking spaces bumpers.


G2030.04 Rigid Pedestrian Pavement (Concrete)**

G2040.02 Fences and Gates**

G2040.03 Athletic and Recreational Surfaces**

G2040.05 Site and Street Furnishings*

G2040.06 Exterior Signs*

3 - Marginal

5 - Good

4 - Acceptable

5 - Good

5 - Good

Rating

Rating

Rating

Rating

Rating

1962

2000

1999

0

0

Installed

Installed

Installed

Installed

Installed

15

30

25

15

25

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated

Repair/replace damaged concrete walkways

Repair 2007 $50,000 High

Several concrete walkways are cracked and have unevensurfaces, creating a potential tripping hazards.

Concern:

Replace and/or repair all damaged concrete walkway.Recommendation:


Event:


Updated: MAR-07

Poured in place concrete walkways lead to all the school entrances. Several walkways were replaced in 1999, howeveroriginal walkways are located at several entrances and along the west elevation. The lifecycle should be 40 years forconcrete surfaces.

Chain-link fencing is located along a portion of the west property line and between the parking lot and playing field at thenorth end of the site. Fencing is also located around the auto shop parking area.

A sodded football / soccer field with goal posts is located at the north end of the property. The field is shared with St.Catherine School.

A precast park bench is located adjacent to the main entrance.

Exterior wall-mounted signage is provided on several locations throughout the elevations of the buildings. A Free-standingsignage electronic display panel is located adjacent to the main entrance on the east end of the site.


G2040.08 Flagpoles*

G2040.11 Retaining Walls*

G2050.04 Lawns and Grasses*

G2050.05 Trees, Plants and Ground Covers*

G3010.02 Site Domestic Water Distribution*

G3010.03 Site Fire Protection Water Distribution*

G3020.01 Sanitary Sewage Collection*

5 - Good

5 - Good

4 - Acceptable

5 - Good

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

Rating

0

0

0

0

1962

1962

1962

Installed

Installed

Installed

Installed

Installed

Installed

Installed

30

50

15

10

50

50

50

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated

Updated

Updated


Flagpoles are located at the south east main entrance of the school.

A precast retaining wall is located adjacent to the main south entrance.

Grassed areas are located primarily along the east end of the school.

Mature trees and shrubs are located at the main south-east courtyard areas. Small shrubs & plants are also located alongthe east end of the property.

There are two municipal water feeds to the building. One feed supplies water for domestic use in the building (metered) aswell as for fire protection, and the second feed is for fire protection use only.

There are two municipal water feeds to the building. One feed supplies water for domestic use in the building (metered) aswell as for fire protection, and the second feed is for fire protection use only.

The building is connected to the municipal sanitary sewer system.


G3030.01 Storm Water Collection*

G3060.01 Gas Distribution*

G4010.03 Electrical Power Distribution Equipment*

G4010.04 Car Plugs-ins*

G4020.01 Area Lighting*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

1962

1962

1966

1998

1998

Installed

Installed

Installed

Installed

Installed

50

50

50

25

25

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-07

MAR-07

MAR-07

MAR-07

MAR-07

Updated

Updated

Updated

Updated

Updated


The building is connected to the municipal storm sewer system. In addition, there are catch basins on the site for drainageof storm water from the paved parking area.

Natural gas is supplied to the building from 109 Street. The gas line enters at the front of the building near the south end.

The incoming EPCOR 13.8kV underground feeders were installed in 1966.

There are approximately 47 car plug-ins in the North parking area. The car plug-ins are fed from an exterior weatherproofenclosure with a panel, timer and contactor.

There are three pole mounted single head, shoebox type site lighting fixtures in the North parking area and a twin head and3 single head round, pole mounted site lighting fixtures in the main entrance area.

Documents

RECAPP Facility Evaluation Report · consisting of a roof mounted compressor and condenser unit and an evaporator coil mounted in the air handling unit. Direct expansion cooling is