RECAPP Facility Evaluation Report - Alberta · RECAPP Facility Evaluation Report The Academy At ... original 1914 portion of school consists of concrete strip footings supporting

Report run on: March 12, 2014 12:09 PM

RECAPP Facility Evaluation Report

The Academy At King EdwardB4932A

Edmonton

Edmonton School District No. 7

Report run on: March 12, 2014 12:09 PM Page 2 of 42

B4932ABuilding Id:

The Academy At King EdwarBuilding Name:

EdmontonLocation:8525 - 101 Street Address:

2,714.60Gross Area (sq. m): $9,007,995Replacement Cost:1913Construction Year:

Evaluation Date: October 30 2013

ARUP DATTA ARCHITECT LTD.Evaluation Company:

Brian DennisEvaluator Name:

The King Edward Academy is located at 8525 - 101st Street NW, Edmonton, Alberta. The school is a two-storey masonry structure with a basement extending under the full footprint of the building. Theoriginal building was constructed circa 1913 and has a total floor area of approximately 2,363 m2. - A steel-framed, single-storey addition of 351.4 m2 was constructed in 1974 on the east side of the original building. - A second floor addition of 174.2 m2 was added in 1982 on the east side of the school. The student capacity is 250, with a current student population of 130.

General Summary:

Structural Summary:Structural drawings were not available for review during the assessment; however, it is believed that the foundation oforiginal 1914 portion of school consists of concrete strip footings supporting masonry foundation walls and concrete padfootings supporting interior concrete columns. The foundation of the 1974 addition consists of concrete frost wallssupported by concrete strip footings and concrete pad footings supporting interior columns. The basement floor in the1914 portion and the main floor of the 1974 portion of the school consist of concrete slab-on-grade. The main floor of the1914 portion and the second floor of the school consist of suspended concrete slabs supported by load-bearing masonrywalls and steel framing. The roof framing for the 1914 section of the building is comprised of wood decking supported bywood beams/joists spanning between load-bearing masonry block walls. The roof framing for the 1974 addition structureis steel frame construction. Overall the structure is in acceptable condition.

Envelope Summary:Exterior cladding of the original 1914 section of the building consists of a combination of clay brick and sandstonemasonry. The exterior of the 1974 addition is clad with pre-cast concrete panels. All flat roof sections consist ofmodified bitumen (BBS) assemblies. Entrance doors to the original section are of solid wood construction with single-pane glazing set in wood frames. Windows consist of are fixed and operable single glazed units set in painted woodframes. Major work recommended includes re-pointing brick and stone mortar joints, power washing the exterior walls,replacement of original wood framed windows, and installation of a roof hatch/ladder. Overall the envelope is in marginal condition.

Interior Summary:Interior walls are generally painted gypsum board walls and painted plastered masonry walls. Interior doors are mostlysolid core wood units. Typical classroom finishes include drop ceilings with acoustic ceiling tiles or painted gypsumboard ceiling, vinyl composite floor tiles and carpet. Vinyl flooring is present in the corridors and most otherclassrooms. Ceramic tiles in the washrooms and some of the corridors. Major work recommended includes replacement of carpet flooring in the library, repair wall and ceiling cracks andrepaint walls and ceilings, refinishing the wood flooring in basement classroom, repairing stair finishes, andreplacement of interior doors. Overall the interior is in acceptable condition.

Mechanical Summary:The boiler plant consists of two natural gas-fired fire tube boilers. The boilers are manufactured by Clark CobbEngineering Co. The boilers supply steam to perimeter radiators and the central built-up air handling unit. A centralbuilt-up air handling unit serves the entire 1928 section of the building. The system is equipped with steam coils. Thegymnasium is heated and ventilated by a Lennox air handling unit equipped with natural gas-fired burnersmanufactured by Reznor. Domestic hot water is provided by one natural gas-fired domestic hot water heatermanufactured by Bradford White and located in the boiler room. A second, smaller hot water heater serves theGymnasium plumbing fixtures. Pneumatic controls are used throughout the building. The control air is provided by aDeVilbiss simplex, reciprocating air compressor with refrigerated air dryer.

22.53%5 year Facility Condition Index (FCI):

Facility Details Evaluation Details

Total Maintenance Events Next 5 years: $2,029,676

Edmonton - The Academy At King Edward (B4932A)


Overall, the mechanical systems are in Marginal condition.

Electrical Summary:Dual Main service in place. T8 light fixtures used. Life safety systems are current and operational. Communication andSecurity systems are in good shape To be done: 1- Upgrade main service to one 400 Amp three phase service. Overall, the electrical systems are in acceptable 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)* -1913

4 - Acceptable

4 - Acceptable

3 - Marginal

Rating

Rating

Rating

1913

1913

1913

Installed

Installed

Installed

0

0

0

Design Life

Design Life

Design Life

MAR-14

JUN-11

MAR-14

Updated

Updated

Updated

Completed water seepage

foam jacking in gym

Repair Step Cracking BOE 20 lm

Study

Study

Repair

2012

2013

2014

$210

$152

$8,243

Unassigned

Unassigned

Medium

Step cracking was observed at various locations on theconcrete block foundation walls, especially on the northperimeter wall.

Concern:

Repoint and seal cracks in the concrete block foundationwalls.

Recommendation:

Edmonton - The Academy At King Edward (B4932A)S1 STRUCTURAL

Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

SEP-12

SEP-13

MAR-14

Structural drawings were not available for review during the assessment, however. it is believed that the foundation forthe original 1914 school consists of concrete block foundation walls supported by concrete strip footings and concretecolumns supported by concrete pad footings. It is believed that the foundation for the 1974 addition consists of concretefrost walls supported by concrete strip footings.

The basement floor of the original 1914 section of building and the main floor of the 1974 addition consists of a concreteslab-on-grade.

The basement walls in the original 1914 portion of the school consist of load bearing concrete block walls extending to thefull height of the basement. The 1974 addition has no basement.


B1010.01 Floor Structural Frame (Building Frame)* -1913

B1010.02 Structural Interior Walls Supporting Floors (or Roof)* -1913

4 - Acceptable

3 - Marginal

Rating

Rating

1913

1913

Installed

Installed

0

0

Design Life

Design Life

MAR-14

MAR-14

Updated

Updated

Repair Interior Wall Finishes BOE 25 m2

Repair 2014 $2,000 Low

The suspended structural concrete slab in the office isshowing signs of movement. See B1010.03.This movementhas caused some distress in form of cracks to the interior loadbearing masonry walls in the office and in the south stairwell.Progression of cracking after repair might indicate anunderlying structural problem.

Concern:

Repair cracks in walls. Additionally, the walls should bemonitored to determine if further cracking occurs (furthercracking might indicate and underlying structural problem).

Recommendation:


Event:

Type Year Cost Priority

Updated: MAR-14

The structural framing for the original 1914 school building is perimeter load-bearing concrete block walls and interiorconcrete beams and columns. The structural framing for the 1974 addition is steel frame construction.

Interior supporting walls in the 1913 and 1928 portions of the school are load-bearing masonry walls.

Consequences of Deferral:Continued deterioration of the finishes etc.


B1010.03 Floor Decks, Slabs, and Toppings* -1913

B1010.05 Mezzanine Construction* -1913

B1010.07 Exterior Stairs* -1913

3 - Marginal

2 - Poor

4 - Acceptable

Rating

Rating

Rating

1913

1913

1913

Installed

Installed

Installed

0

0

0

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Repair Concrete Floor Cracks BOE 20 m2

Replace ladder to framed mezzanine. BOE 3 m

Repair

Failure Replacement

2014

2014

$8,243

$3,000

Medium

Low

The floor in the vicinity of the corridor and the administrativearea, located adjacent to the main entrance, have developedcracks running in an east-west direction. The cracks havedamaged the ceramic tile floor finish.

The ladder providing access to the wood framed mezzanine inthe addition of the building is unsafe.

Concern:

Concern:

Repair cracks in the suspended concrete floor slab.Additionally, the floor should be monitored to determine iffurther cracking occurs (further cracking might indicate anunderlying structural problem).

Provide new ladder or repair the existing ladder.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

The main floor over the basement in the 1913 portion of the school and the second floor of the school consists ofsuspended structural concrete slabs.

A wood framed mezzanine is located in the 1974 addition for the air handling unit.

There are cast-in-place concrete stairs at the entrances providing access to the school building.

Consequences of Deferral:Safety issue


B1010.09 Floor Construction Fireproofing* -1913

B1010.10 Floor Construction Firestopping* -1913

B1020.01 Roof Structural Frame* - 1913

B1020.01 Roof Structural Frame* - 1974

B1020.01.02.02 Precast Concrete: Roof Beams

B1020.04 Canopies*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

1913

1913

1913

1974

0

1974

Installed

Installed

Installed

Installed

Installed

Installed

0

0

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

JUN-11

MAR-14

MAY-11

Updated

Updated

Updated

Updated

Updated

Updated

Completed Visual inspection of conocrete beamsand bearing points

Study 2012 $575 Unassigned


Event:


Updated: AUG-12

Main level and second level floors are suspended structural concrete slabs in the 1914 and 1974 portions of the school.

No apparent penetrations in floors.

The framing for the 1914 roof is comprised of wood decking supported by wood joists and masonry load bearing walls.

The roof framing for the 1974 addition consists of steel trusses supporting steel decking.

Concrete beams.

A recessed canopy is located at the main entrance in the 1974 portion of the school. The canopy is of wood frameconstruction.


B1020.06 Roof Construction Fireproofing*

4 - AcceptableRating

1913Installed

0Design Life

MAY-11Updated


Concrete masonry walls extend to the underside of the roof deck in the 1914 portion of the school. Precast concrete wallsextend to the underside of the roof deck in the 1974 portion of the school.


B2010.01.01 Precast Concrete: Exterior Wall Skin* -1974

B2010.01.02.01 Brick Masonry: Ext. Wall Skin* -1913

B2010.01.02.02 Concrete Block: Ext. Wall Skin* -1913 -1974

4 - Acceptable

3 - Marginal

4 - Acceptable

Rating

Rating

Rating

1974

1913

1974

Installed

Installed

Installed

0

0

0

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Repoint Brick Veneer Cladding BOE 300 m2

Failure Replacement 2014 $32,971 Medium

Mortar joints in brick veneer have deterioratedConcern:

Repoint the mortar joints in the brick veneer Recommendation:

Edmonton - The Academy At King Edward (B4932A)S2 ENVELOPE

Event:


Updated: MAR-14

The exterior cladding of the 1974 addition primarily consists of precast concrete panels.

The exterior cladding of the 1914 portion of the school primarily consists of clay brick.

Split-faced concrete blocks from the finish on the exterior walls of the corridor connecting the 1974 addition to the original1914 section of the building.

Consequences of Deferral:Potential of water penetration and freezing and damagingbrick veneer


B2010.01.03 Stone Assemblies: Exterior Wall Skin* -1913

B2010.01.06.03 Metal Siding** -1974

B2010.01.09 Expansion Control: Ext. Wall* -1974

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1913

1974

1974

Installed

Installed

Installed

0

40

0

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Repoint Motar Joints BOE 250 m2

Replace Metal Siding -(BOE 84m²)

Repair

Lifecycle Replacement

2014

2017

$10,000

$26,300

Medium

Unassigned

Motar joints within the stone masonry have deteriorated. Thestone masonry is covered with stains from rain water run-offthroughout the years.

Concern:

Repoint the motar joints within stone masonry. Power washthe exterior walls to remove staining.

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

Decorative sandstone veneer is placed around windows/doors and strips of sandstone veneer divide the brick claddinginto sections.

Metal siding is located on upper portion of the exterior walls of the 1974 addition

Expansion joints are located between the precast concrete panels on the 1974 addition.

Consequences of Deferral:Water penetration of joints and freezing and damage to stoneveneer


B2010.01.11 Joint Sealers (caulking): Ext. Wall** -1974

B2010.02.02 Precast Concrete: Ext. Wall Const.* -1974

B2010.02.03 Masonry Units: Ext. Wall Const.* -1913

B2010.03 Exterior Wall Vapour Retarders, Air Barriers, and Insulation* -1913

B2010.05 Parapets* -1913

3 - Marginal

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

1974

1974

1913

1913

1913

Installed

Installed

Installed

Installed

Installed

20

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Updated

Updated

Replace Perimeter Joint Sealers. 350 lm

Failure Replacement 2014 $4,000 Medium

Joints sealants/caulking within the brick veneer and theprecast systems have deteriorated due to age.

Concern:

Replace sealants/caulking within the exterior walls.Recommendation:


Event:


Updated: MAR-14

Joints between the precast concrete panels in the 1974 addition and joints around door/windows are filled withcaulking/sealant.

The exterior walls are constructed of ribbed precast concrete panels backed with insulation on the 1974 addition.

The exterior walls of the 1913 portion of the school consist of load bearing concrete block walls forming part of the cavitywall system.

It is assumed that the exterior wall assembly of the 1974 portion of the school contains a vapour retarded and insulation.The type and extent of these materials is unknown. It is unlikely that a vapour barrier, insulation, or an air barriermembrane were installed in the exterior walls of the 1913 portion of the school.

The exterior brick walls extend beyond the roof level to form the parapets on the 1913 building. The parapets are cappedwith metal flashing.


B2010.06 Exterior Louvers, Grilles, and Screens* -1913 -1974

B2020.01.01.05 Wood Windows (Glass & Frame)** -1913

3 - Marginal

2 - Poor

Rating

Rating

1913

1913

Installed

Installed

0

35

Design Life

Design Life

MAR-14

MAR-14

Updated

Updated

Replace Metal Grilles of East Basement Wall.BOE15 m2

Replace Wood Framed Windows.-(BOE 350m²)

Failure Replacement

Failure Replacement

2014

2014

$4,500

$290,150

Medium

High

The metal grilles on the east basement wall have an agedappearance with many dents, cracks, peeling paint, andmissing portions.

The wood windows are significantly deteriorated with peelingpaint, evidence of extensive water leakage, and difficulty inopening.

Concern:

Concern:

Replace the metal grilles with new prefinished metal grilles.

Replace approximately 100 wood windows.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

1913 main building has metal grills applied to basement exterior windows for impact protection. Metal mechanical louverson 1974 addition.

Windows for the original 1914 portion of the school consist of operable, single glazed units set in painted wood frames.These windows are covered by similarly constructed, removable, storm windows.

Consequences of Deferral:Additional deterioration and windows failing completely


B2030.01.10 Wood Entrance Door** -1913

B2030.02 Exterior Utility Doors** - 1974 Section

B3010.04.04 Modified Bituminous Membrane Roofing (SBS)** - 1974 addition

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1913

2002

1999

Installed

Installed

Installed

30

40

25

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Replace wood doors -(BOE 11 doors)

Replace (1) Exterior Utility Door

Replace SBS Roofing of 1974 Section. BOE 300 m2




2017

2042

2024

$19,600

$1,089

$54,600

Unassigned

Unassigned

Unassigned


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-14

MAR-14

MAR-14

Wood doors with wired glass insets are located at the entrances in the original 1914 portion of the school.

Exterior utility doors on the 1974 addition.

The roof of the 1974 addition was inaccessible at the time of assessment. However, based on observation, the roof onthe 1974 addition appears to consist of modified bitumen membrane (SBS).


B3010.04.04 Modified Bituminous Membrane Roofing (SBS)** - 2000 Section

B3010.08.02 Metal Gutters and Downspouts** -1913

B3020.02 Other Roofing Openings (Hatch, Vent, etc)* -1913

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

2000

1913

1913

Installed

Installed

Installed

25

30

0

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Replac SBS Roof -(BOE 1500m²)

Replace Metal Gutters. -(BOE 2 m)

Install Roof Access. BOE 4 lm



Operating Efficiency Upgrade

2025

2017

2014

$273,000

$1,000

$8,243

Unassigned

Unassigned

Low

There is no safe and permanent access to the roof over the1974 addition.

Concern:

Install a new access hatch and ladder to access the lower roofabove the 1974 addition.

Recommendation:


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-14

MAR-14

MAR-14

The roof for the original 1914 building consists of modified bitumen membrane roofing (SBS).

A small section of raised roof on the original section of the building is drained by a metal down spout.

Roof access is provided by exiting through the exterior window in the music room in the original 1913 section of thebuilding.


C1010.01 Interior Fixed Partitions* - 1913

C1010.01 Interior Fixed Partitions* -1974

C1010.05 Interior Windows* -1913

C1010.07 Interior Partition Firestopping* -1913

4 - Acceptable

4 - Acceptable

4 - Acceptable

3 - Marginal

Rating

Rating

Rating

Rating

1913

1974

1913

1913

Installed

Installed

Installed

Installed

0

0

0

0

Design Life

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Updated

Seal or Repair the voids and gaps.

Code Repair 2014 $4,945 Low

Firewall penetrations (i.e. piping, electrical conduit, etc.) inseveral areas were lacking required Fire stopping.

Concern:

Seal or repair the voids and gaps as necessary to provide aproper Fire stopping barrier.

Recommendation:

Edmonton - The Academy At King Edward (B4932A)S3 INTERIOR

Event:


Updated: MAR-14

The majority of the interior partitions in the 1913 portion of the school consist of load bearing and non-load bearing wythebrick walls covered with cement plaster.

The interior partitions in the 1974 addition consist of painted concrete masonry walls and painted gypsum board walls.

A metal framed window with single pane glazing is located in the library area.

Interior partition Firestopping is generally installed around conduit and piping penetrations in firewall's and servicesrooms.

Consequences of Deferral:Fire safety condition


C1020.01 Interior Swinging Doors (& Hardware)* -1913

C1020.01 Interior Swinging Doors (& Hardware)* -1974

C1020.03 Interior Fire Doors* -1913

C1030.01 Visual Display Boards** -1913

3 - Marginal

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1913

1974

1913

1913

Installed

Installed

Installed

Installed

0

0

0

20

Design Life

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Updated

Replace Interior Wood Doors BOE 45 doors

Replace Visual Display Boards. -(BOE white 29black 13, tac 39)

Failure Replacement


2014

2017

$65,941

$76,150

Low

Unassigned

The surfaces of server al wood doors and frames aredeteriorated (cracking and general wear & tear).

Concern:

Replace wood doors.Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

Interior swinging doors in the 1913 portion of the school consist of solid core painted wood units.

Interior swinging doors in the 1974 portion of the school consist of solid core painted wood units.

Interior fire doors are located in corridors and stairwells of the 1914 and 1974 portions of the school and consist of solidcore wood units set in painted metal frames.

White boards 29, Black boards 13, Tac boards 39)

Consequences of Deferral:Poor image for the school


C1030.02 Fabricated Compartments (Toilets/Showers)** -1913 -1974

C1030.08 Interior Identifying Devices* -1913

C1030.10 Lockers** -1974

C1030.12 Storage Shelving* -1913 -1974

C1030.14 Toilet, Bath, and Laundry Accessories* -1913 -1974

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

1913

1913

1992

1913

1994

Installed

Installed

Installed

Installed

Installed

30

0

30

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Updated

Updated

Replace compartments -(17 stalls)

Replace Lockers. -(BOE 16 lockers)



2017

2022

$20,400

$7,800

Unassigned

Unassigned


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

Pre-finished metal toilet part ions are provided in the washrooms of the 1914 and 1974 portions of the school.

Metal identification labels are mounted on the doors of classrooms, offices, etc. in the 1914 and 1974 portions of theschool.

Free-standing full size lockers are located in the washrooms of the 1974.

Wood framed shelving and metal framed shelving are located in the basement. Storage shelving in the classrooms of the1913 and 1974 portions of the school consists primarily of wood construction.

Washrooms are equipped with standard commercial quality hardware in the 1914 and 1974 portions of the school.Washrooms were upgraded from 1994 to 1996.


C2010 Stair Construction* -1913

C2020.01 Tile Stair Finishes* -1913

C2020.05 Resilient Stair Finishes** -1913

4 - Acceptable

3 - Marginal

3 - Marginal

Rating

Rating

Rating

1913

1913

1913

Installed

Installed

Installed

0

0

20

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Replace Damaged Slate Tiles. 2 m2

Replace Resilient Stair tiles -(BOE 15m²)

Repair

Failure Replacement

2014

2015

$2,000

$1,309

Medium

Low

Several slate tiles on the interior stairs are damaged withcracks and chipped edges.

Resilient stair tiles are worn and many are loose.

Concern:

Concern:

Replace the damaged slate tiles.

Replace resilient tiles on stairs.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

Stairways leading to the basement are constructed of cast-in-place concrete. Wood-framed stairs provide access to theLibrary and to the Stage area. Prefabricated, steel framed stairs provide emergency access from the basementclassroom to the exterior. Staircases leading to mezzanine levels in shop classrooms are constructed of wood framing ormetal grid stairs. Steel framed staircases serve as access to the second level of the building.

The stairs located in the north and south staircases are finished with slate tile.

The stairs leading to the gymnasium are finished with resilient tile.

Consequences of Deferral:


Potential tripping hazard - safety issue

Safety issue


C2020.06 Carpet Stair Finishes** -1913

C2020.08 Stair Railings and Balustrades* -1913

C2020.10 Stair Painting* -1913

C2020.11 Other Stair Finishes* -1913

C2030 Interior Ramps* -1913

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

1997

1913

1913

1913

2000

Installed

Installed

Installed

Installed

Installed

10

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Updated

Updated

Replace Carpet Stair Finishes. -(BOE 10m²)

Lifecycle Replacement 2017 $1,200 Unassigned


Event:


Updated: MAR-14

A carpet finish has been applied to the stairs in the library.

Wood railings are mounted along the interior stairs. Steel pipe railings are mounted along the stairs to the basement.

Wood stairs leading to the basement level have a painted finish.

There is a marble stairway located at the main entrance.

A ramp of wood framed construction has a carpet finish, is located in the library to provide barrier free access.


C3010.02 Wall Paneling** -1913

C3010.06 Tile Wall Finishes** -1913

C3010.09 Acoustical Wall Treatment** -1913

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1913

1913

1913

Installed

Installed

Installed

30

40

20

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Replace Oak Panels. -(BOE 20m²)

Replace Wall Tiles. -(BOE 145m²)

Replace Acoustic Panels.BOE 25 m2




2017

2017

2017

$4,284

$37,000

$9,000

Unassigned

Unassigned

Unassigned


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-14

MAR-14

MAR-14

The main entrance foyer is finished with oak paneling.

The washroom walls are finished with ceramic tiles as well kitchen backsplash in the staff room.

Acoustic wooden wall panels are installed on the perimeter walls of the Gymnasium.


C3010.11 Interior Wall Painting* -1913 -1974

C3010.14 Other Wall Finishes* -1913

C3020.01.02 Painted Concrete Floor Finishes* -1913

3 - Marginal

4 - Acceptable

2 - Poor

Rating

Rating

Rating

1992

1914

1992

Installed

Installed

Installed

0

0

0

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Clean and repaint basement walls. BOE 2000 m2

Repaint Basement Concrete Floor.BOE 800 m2

Failure Replacement

Failure Replacement

2014

2014

$12,000

$4,000

Low

Medium

The paint finishes on the basement walls are aged with cracksand peeling paint. Paint is peeling and cracking exists onclassroom and some corridor walls

The paint finish on the basement floor has deterioratedexposing bare concrete surfaces.

Concern:

Concern:

Repaint basement walls. Repair cracks and repaint classroomand corridor walls

Repaint concrete floors in the basement.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

Painted finish to concrete masonry walls, gypsum board walls, and plastered masonry walls throughout the school.

The majority of the interior masonry walls in the 1913 portion of the school are finished with painted cement plaster.

The concrete slab-on-grade floor in basement has received a paint finish.



Poor image of the school

Poor image


C3020.02 Tile Floor Finishes** -1913

C3020.03 Terrazzo Floor Finishes* -1974

C3020.04 Wood Flooring** - Basement Classroom -1913

4 - Acceptable

4 - Acceptable

3 - Marginal

Rating

Rating

Rating

1913

1974

1994

Installed

Installed

Installed

50

0

30

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Replace Tile Floor Finishes. -(BOE 20m²)

Refinish Classroom Hardwood Floor BOE 141 m2


Repair

2017

2014

$3,500

$9,890

Unassigned

Medium

The hardwood flooring surface was observed to be heavilyscuffed and scratched.

Concern:

Refinish the hardwood floor in the basement classroom.Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

The washrooms, and some corridors, in the 1913 portion of the school are finished with ceramic floor tiles.

The washrooms in the 1974 addition are finished with terrazzo

The basement classroom is finished with hardwood strip flooring.

Consequences of Deferral:Poor image


C3020.07 Resilient Flooring** - Vinyl Tile

C3020.07 Resilient Flooring** - Sheet -1913

4 - Acceptable

3 - Marginal

Rating

Rating

2013

1992

Installed

Installed

20

20

Design Life

Design Life

MAR-14

MAR-14

Updated

Updated

Replace Vinyl Tiles -(BOE 160m²)

Replace flooring in 10 classrooms and admin area

Repair Linoleum Flooring BOE 5 m2

Replace Linoleum Flooring. -(BOE 540m²)


Failure Replacement

Repair


2033

2013

2014

2017

$8,150

$47,568

$3,296

$43,200

Unassigned

Unassigned

Low

Unassigned

The linoleum flooring in the main floor corridor near the southend of the building was damaged due to the cracking of thesuspended structural concrete slab.

Concern:

Localized replacement of linoleum flooring in the corridor.Recommendation:


Event:

Event:

Event:

Event:

Type

Type

Type

Type

Year

Year

Year

Year

Cost

Cost

Cost

Cost

Priority

Priority

Priority

Priority

Updated:

Updated:

Updated:

Updated:

MAR-14

NOV-13

MAR-14

MAR-14

Classrooms are generally finished with vinyl tile flooring.

Linoleum flooring is installed in most of the areas throughout the building including the corridors and classrooms.

Consequences of Deferral:Further deterioration and potential tripping


C3020.08 Carpet Flooring** -1913

C3020.14 Sport Flooring (non-wood)** - 1974

C3030.02 Ceiling Paneling (Wood)* -1913

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1992

1974

1913

Installed

Installed

Installed

15

0

0

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Replace Worn Carpet -(BOE 1594m²)

Replace sports flooring -(BOE 223m²)

Failure Replacement


2014

2017

$115,947

$39,000

Medium

Unassigned

Carpet flooring in the Library and the Music Room is loose inseveral areas and seam failures are evident.

Concern:

Replace worn carpet in the Music Room and Library Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

Carpet flooring is located in administrative area, library, and most of the classrooms.

Sports flooring in 1974 gym.

The ceiling in the basement washroom is finished with wood paneling.

Consequences of Deferral:Poor image and potential tripping


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

C3030.07 Interior Ceiling Painting* -1913

C3030.07 Interior Ceiling Painting* -1913 Basement

4 - Acceptable

3 - Marginal

3 - Marginal

Rating

Rating

Rating

1913

1913

1913

Installed

Installed

Installed

25

0

0

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Replace Acoustic Ceiling -(BOE 1354.9m²)

Repair and repaint drywall ceilings BOE 500 m2

Repaint Basement Ceiling BOE 500 m2


Failure Replacement

Failure Replacement

2017

2014

2014

$47,490

$6,000

$9,890

Unassigned

Low

Medium

Painted ceilings in corridors have paint peeling and cracks

The paint is cracked and peeling on the suspended concreteslab in the basement.

Concern:

Concern:

Repair cracks and repaint ceilings

Repaint concrete ceilings in the basement.

Recommendation:

Recommendation:


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-14

MAR-14

MAR-14

The ceilings for the main floor classrooms and offices consists of suspended T-bar with acoustic tiles.

Drywall ceilings in the corridors and the Library paint finish. Cracks and peeling paint occurs in numerous locations

The suspended concrete ceiling above the basement has a paint finish.

Consequences of Deferral:Poor visual image of the school


D2010.04 Sinks**

D2010.08 Drinking Fountains/Coolers**

D2010.10 Washroom Fixtures (WC, Lav, Urnl)**

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1928

1928

1995

Installed

Installed

Installed

30

35

35

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Replace 10 stainless steel sinks and 5 Janitorsinks.

Replace 7 Drinking Fountains

Replace 20 WCs, 16 Lavs, 9 Urinals.




2017

2017

2030

$25,000

$12,000

$55,000

Unassigned

Unassigned

Unassigned

Edmonton - The Academy At King Edward (B4932A)S4 MECHANICAL

Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-14

MAR-14

MAR-14

Single and two compartment stainless steel sinks with conventional swing-spout faucets. Cast iron, wall mounted Janitor sinks fixtures. Floor mounted, mop service sink. 2 Compartment utility sink in basement mechanical room.

The drinking fountains in the school consist of non-refrigerated, wall-mounted, one and two bubbler vitreous chinafixtures.

The water closets consist of floor mounted, flush valve vitreous china fixtures. The urinals consist of floor mounted flush valve fixtures generally manufactured by Crane. The lavatories are generally counter-recessed stainless steel fixtures and are equipped with conventional faucets. Install date estimated.


D2020.01.01 Pipes and Tubes: Domestic Water*

D2020.02.06 Domestic Water Heaters**

D2020.03 Water Supply Insulation: Domestic*

D2030.01 Waste and Vent Piping*

D2040.01 Rain Water Drainage Piping Systems*

D2040.02.04 Roof Drains*

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

Rating

2003

2010

2003

1928

1928

1928

Installed

Installed

Installed

Installed

Installed

Installed

0

20

0

0

0

0

Design Life

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Updated

Updated

Updated

Replace 2 Domestic Water Heaters.

Lifecycle Replacement 2030 $15,000 Unassigned


Event:


Updated: MAR-14

The domestic water piping in the school is copper with solder joints. A major replacement of the piping was done in 2003.

Domestic hot water is provided by one natural gas-fired domestic hot water heater manufactured by Bradford White andlocated in the boiler room. The heater is a model D75T1253N. Storage capacity: 75 USG. Gas input capacity: 125 MBh. A second smaller hot water heater serves the Gymnasium plumbing fixtures only. It is a John wood, model JW40S34FV-04. Storage capacity: 40 USG. Gas input capacity: 38 MBh.

Both the domestic cold water line and domestic hot water lines are insulated with preformed fibreglass insulation with VB.

The waste piping is connected to the municipal system. The vent piping is through the roof of the building.

The rain water drainage piping system consists of surface roof drains connected to internal rain water leaders thatconnect to the combined municipal storm / sanitary sewer system.

The roof drains are equipped with dome type screens.


D3010.02 Gas Supply Systems*

D3020.01.01 Heating Boilers & Accessories: Steam**

4 - Acceptable

3 - Marginal

Rating

Rating

1928

1928

Installed

Installed

0

35

Design Life

Design Life

MAR-14

MAR-14

Updated

Updated

Completed install 2nd LWCO

Install second LWCO

Replace 2 steam heating boilers

Code Upgrade

Code Upgrade

Failure Replacement

2012

2013

2015

$65

$4,922

$300,000

Unassigned

Unassigned

Medium

The boilers are inefficient and require frequent maintenance.parts are not readily available.

Concern:

Replace both boilers with modern, efficient heating boilers.Recommendation:


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

NOV-12

MAY-13

MAR-14

The natural gas service is supplied by ATCO and enters through the main electrical room (adjacent to the boiler room)and connects to the boilers and domestic water heaters.

The boiler plant consists of two natural gas-fired firetube boilers. The boilers are manufactured by Clark CobbEngineering Co. The boilers supply steam to perimeter radiators and the central built-up handling unit. The boilerinsulation is good condition and appeared to have been replaced recently. Nameplate capacity information is unavailable.


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

D3020.01.04 Water Treatment: Steam Boilers*

D3040.01.01 Air Handling Units: Air Distribution** - Gymnasium

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1928

1928

1974

Installed

Installed

Installed

35

0

30

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Replace chimneys of Steam Boilers (15 M high).

Replace 1 Gymnasium Air Handling Unit



2017

2017

$35,000

$100,000

Unassigned

Unassigned


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

The boiler breeching is connected to a masonry chimney. Combustion air is gravity fed into the boiler room.

The boiler condensate is treated using a chemical pot feeder system into the condensate receiver tank. Regularmaintenance program.

The gymnasium is heated and ventilated by a Lennox air handling unit equipped with natural gas-fired burnersmanufactured by Reznor.


D3040.01.01 Air Handling Units: Air Distribution** - Original Building

D3040.01.07 Air Outlets & Inlets: Air Distribution*

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

2 - Poor

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1928

1928

1928

Installed

Installed

Installed

30

0

40

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Replace the core building Air Handling Unit

Replace the steam and condensate piping (B.O.E.:2400 Sq.M/ gfa)

Failure Replacement


2015

2017

$250,000

$150,000

Medium

Unassigned

The built-up air handling unit is aged, uses obsoletecomponents, and is inefficient. Frequent maintenance isrequired.

Concern:

Replace the built-up handling system.Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

A central built-up handling unit serves the entire 1928 section of the building. The system is equipped with blowers,mixing dampers, filters & steam coils.

The air outlets and inlets generally consist of rectangular shaped supply, return, and transfer grilles.

The steam distribution system consists of insulated steel steam and condensate piping throughout the core school areaof the building.


D3040.04.01 Fans: Exhaust** - 1974 Addition

D3040.04.01 Fans: Exhaust** - Original Building

D3050.05.01 Convectors**

4 - Acceptable

3 - Marginal

4 - Acceptable

Rating

Rating

Rating

1974

1928

1928

Installed

Installed

Installed

30

30

40

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Replace 2 roof mounted Exhaust Fans

Install a dedicated washroom exhaust system.BOE estimate

Replace 8 Convectors.


Failure Replacement


2017

2015

2017

$5,000

$30,000

$12,000

Unassigned

Low

Unassigned

No dedicated washroom exhaust system is installed.Concern:

Install a dedicated washroom exhaust system.Recommendation:


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-14

MAR-14

MAR-14

The 1974 addition washrooms are exhausted by centrifugal, rooftop mounted exhaust fans.

The washroom exhaust for the original building (1928) appeared to be a gravity system. No dedicated exhaust fansserving the washroom areas in this section of the building were observed.

Steam convectors are located at the entrances to the building and are controlled by pneumatic thermostats.

Consequences of Deferral:Continued poor air quality


D3050.05.03 Finned Tube Radiation**

D3060.02.02 Pneumatic Controls**

D4020 Standpipes*

D4030.01 Fire Extinguisher, Cabinets and Accessories*

4 - Acceptable

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1928

1928

1928

1995

Installed

Installed

Installed

Installed

40

40

0

0

Design Life

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Updated

Replace 400 M of Finned Tube Radiation.

Replace Pneumatic Control system (B.O.E.: 2400Sq.M gfa).


Failure Replacement

2017

2015

$100,000

$35,000

Unassigned

Low

The pneumatic system is outdated and does not provideadequate control. Numerous complaints from buildingoccupants with respect to temperature and humidity havebeen reported.

Concern:

Replace the pneumatic system with a modern, direct digitalcontrol (DDC) system.

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

Steam supplied to finned tube radiators around the perimeter of the 1928 core school, is a primary source of heating inthe building.

Pneumatic controls are used throughout the building. The control air is provided by a DeVilbiss simplex reciprocating aircompressor c/w 1/2 HP motor & Omega refrigerated air dryer.

Fire suppression is provided by a standpipe and hose system, located in each of the north and south stairwells.

Wall mounted, dry chemical fire extinguishers are located throughout the school - mainly in corridors and stairwells.Regularly checked. Install date estimated.


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

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

D5010.07.02 Motor Starters and Accessories**

3 - Marginal

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1974

1998

2008

Installed

Installed

Installed

40

30

30

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Replace Main Electrical Switchboards with one 400Amp three phase 120/208 volt

Replace 8 panels and related breakers.

Replace 1 VFD

Failure Replacement



2015

2028

2038

$49,227

$32,000

$11,000

Medium

Unassigned

Unassigned

Current setup limits power access in the building. Poor powerquality. Inefficient use. Obsolete hardware.

Concern:

Replace Main Electrical Switchboards with one 400 Amp threephase 120/208 volt

Recommendation:

Edmonton - The Academy At King Edward (B4932A)S5 ELECTRICAL

Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

MAR-14

MAR-14

MAR-14

Two types of electrical services are provided to the building: single phase and three phase. - The single phase switchboard is rated at 300A, 115/230V. - The three phase switchboard is rated at 150A, 230V. Both switchboards are located in storage room adjacent to the boiler room. Amalgamated Electric equipment.

Eight Federal Pioneer 200 Amp panels, 80% full.

One Lesson VFD for new makeup air unit.

Consequences of Deferral:High maintenance and operating costs.


D5020.01 Electrical Branch Wiring*

D5020.02.01 Lighting Accessories: Interior (Lighting Controls)*

D5020.02.02.02 Interior Fluorescent Fixtures**

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

1998

1998

1998

Installed

Installed

Installed

0

0

30

Design Life

Design Life

Design Life

MAR-14

MAY-11

MAR-14

Updated

Updated

Updated

Completed lighting retrofit consulting

Lighting Retrofit - continuation of Project # 72349

Replace Interior Florescent Fixtures for (2714.6m²/gfa).

Energy Efficiency Upgrade

Energy Efficiency Upgrade


2012

2013

2028

$3,801

$54,134

$237,000

Unassigned

Unassigned

Unassigned


Event:

Event:

Event:

Type

Type

Type

Year

Year

Year

Cost

Cost

Cost

Priority

Priority

Priority

Updated:

Updated:

Updated:

SEP-12

AUG-13

MAR-14

R90 copper wiring in emt conduit and AC90 flex wiring for connection to light fixtures and motors.

The lighting controls in the school consist of line voltage switching. No low voltage switches or relays are installed.

Fluorescent fixtures are used throughout the school. Lighting for the first floor is provided by T8 fixtures with electronicballasts. Lighting for the second floor is provided predominantly by T8 fixtures with electronic ballasts. Lens types includewrap around acrylic lenses, flat acrylic lenses, and wire guard lenses. Compact fluorescent lamps used for utility rooms.


D5020.02.03.02 Emergency Lighting Battery Packs**

D5020.02.03.03 Exit Signs*

D5020.03.01.04 Exterior H.P. Sodium Fixtures*

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

D5030.01 Detection and Fire Alarm**

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

2009

2009

1998

1998

2009

Installed

Installed

Installed

Installed

Installed

20

0

0

0

25

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Updated

Updated

Replace 20 Emergency Lighting Battery Packs.

Replace Fire Alarm system for (2714.6 m²/gfa).



2029

2034

$22,000

$99,600

Unassigned

Unassigned


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

Emergency lighting is provided by Stan Pro battery packs located throughout the school.

The exit signs are LED type fixtures located as required.

Three HPS light fixtures located as required.

Controlled by a photocell.

Notifier 3030 control panel and remote annunciator with nine zones installed. Detection devices and bell strobes locatedas required.


D5030.02.02 Intrusion Detection**

D5030.03 Clock and Program Systems*

D5030.04.01 Telephone Systems*

D5030.04.04 Data Systems*

D5030.05 Public Address and Music Systems**

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

Rating

1998

1998

1992

2008

1998

Installed

Installed

Installed

Installed

Installed

25

0

0

0

20

Design Life

Design Life

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Updated

Updated

Replace Intrusion Detection System for (2714.6m²/gfa).

Replace Public Address and Music Systems.for(2714.6 m²/gfa).



2023

2018

$79,000

$13,342

Unassigned

Unassigned


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

Magnum Alert security system. The system is complete with infrared motion sensors in the corridors.Keypad card accesslocated as required.

Battery operated clocks located as required.

Meridian telephone system with Norstar handsets located in classrooms and administration areas. Connected tot heintercom system.

Supernet installed by Bell West Inc. Cat6 cabling used in school. WIFI installed. Two Simon Hubs and four HP switches.

Bogen Multi Com 2000 communication system is located in the boiler room area. Connected to the telephone handsets.Speaker boxes located in classrooms and hallways.


E1090.04 Residential Equipment*

E1090.07 Athletic, Recreational, and Therapeutic Equipment*

E2010.02 Fixed Casework**

E2010.03.01 Blinds** -1913

4 - Acceptable

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

Rating

1992

1974

1992

1992

Installed

Installed

Installed

Installed

0

0

35

30

Design Life

Design Life

Design Life

Design Life

MAR-14

MAR-14

MAR-14

MAR-14

Updated

Updated

Updated

Updated

Replace Fixed Casework -(BOE 2491m²)

Replace Blinds -(BOE 300m²)



2027

2022

$253,600

$32,700

Unassigned

Unassigned

Edmonton - The Academy At King Edward (B4932A)S6 EQUIPMENT, FURNISHINGS AND SPECIAL CONSTRUCTION

Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

Residential type equipment is use in the building includes smaller fridges, stoves, and dish washers in the teacherslounge.

Wall mounted basketball hoops are located in the gymnasium. Weight lifting and cardio exercise equipment are located inthe Fitness Centre in the basement.

Fixed wooden casework with laminated finishes are typically provided in each classroom in the school.

Vertical venetian blinds are provided in the administrative area, the computer room, the library, and the classrooms on thesecond floor.


K4010.01 Barrier Free Route: Parking to Entrance*

K4010.02 Barrier Free Entrances*

3 - Marginal

4 - Acceptable

Rating

Rating

1913

1913

Installed

Installed

0

0

Design Life

Design Life

MAR-14

MAR-14

Updated

Updated

Provide Barrier Free Parking Stalls.

Install Power assisted door openers on doors.

Barrier Free Access Upgrade


2014

2014

$13,188

$13,188

Low

Low

No barrier free parking stalls are provided along the north endof the property. Additionally, there is no barrier free ramp toallow access to the entrance.

The main entrances are not equipped with an power assisteddoor openers, nor an available ramp or lift.

Concern:

Concern:

Provide two barrier free parking stalls closest to the northwestcorner of the school along with signage. Provide a barrier-freeramp.

Install automatic door-openers at the buildings east entrance.(Install either a ramp or a lift at the east entrance.)

Recommendation:

Recommendation:

Edmonton - The Academy At King Edward (B4932A)S8 SPECIAL ASSESSMENT

Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

No handicapped parking stalls or signage are provided in front of the school or in the paved parking area north of thebuilding. Additionally, there is no barrier free ramp to allow access to the entrance.

All entrances to the school are manually-operated (i.e., no automated door-openers).


K4010.03 Barrier Free Interior Circulation*

K4010.04 Barrier Free Washrooms*

4 - Acceptable

4 - Acceptable

Rating

Rating

1913

1913

Installed

Installed

0

0

Design Life

Design Life

MAR-14

MAR-14

Updated

Updated

Install Interior Lifts.

Install Barrier-Free Washrooms



2014

2014

$39,565

$32,971

Medium

Medium

Access to the second level of the school, or the basement isnot granted to wheelchair users or handicapped persons.

Washrooms distributed throughout the building are notequipped with barrier-free stalls or accessories.

Concern:

Concern:

Install barrier-free lifts.

Provide barrier-free washrooms on each floor of the school,complete with appropriate signage, fixtures and accessories.

Recommendation:

Recommendation:


Event:

Event:

Type

Type

Year

Year

Cost

Cost

Priority

Priority

Updated:

Updated:

MAR-14

MAR-14

No mechanical means of vertical transportation is provided in the building to access the second floor or basement level.

None of the washrooms in the building are equipped to accommodate barrier-free usage.


K4030.01 Asbestos*

K4030.02 PCBs*

K4030.04 Mould*

4 - Acceptable

4 - Acceptable

4 - Acceptable

Rating

Rating

Rating

2013

1913

1913

Installed

Installed

Installed

0

0

0

Design Life

Design Life

Design Life

MAR-14

MAR-14

JUN-11

Updated

Updated

Updated

Abate VAT in 8 classrooms

Hazardous MaterialsAbatement

2013 $17,102 Unassigned


Event:


Updated: NOV-13

An asbestos survey was completed in 2001 by PHH Environmental Limited. An asbestos abatement program was carriedout in 2013

No visible signs of staining around electrical equipment was observed in the 1914 and 1974 portions of the school duringthe site review.

No visible signs of suspected mold growth were observed during the site review.


K5010.01 Site Documentation*


2013Installed

0Design Life

MAR-14Updated


The prime consultant is ARUP DATTA ARCHITECT LTD. The evaluation date was October 30, 2013 The site grade slopes down from north to south at the main entrance at the rear the of the building the site is fairly flat buthas varies mounds throughout. Mature lawn is around the perimeter of the building. Mature grouping of trees are locatednorth, south and west of the building. Pedestrian asphalt pavement is located south east of the building. Asphalt parkingis located north east of the site.

Google site view


K5010.02 Building Documentation*


2013Installed

0Design Life

MAR-14Updated

Completed archibus

Study 2012 $735 Unassigned


Event:


Updated: SEP-12

The prime consultant is ARUP DATTA ARCHITECT LTD. The evaluation date was October 30, 2013 The entire building was observed The King Edward Academy is located at 8525 - 101st Street NW, Edmonton, Alberta. The school is a two-storey masonry structure with a basement extending under the full footprint of the building. Theoriginal building was constructed circa 1913 and has a total floor area of approximately 2,363 m2. The exterior walls arecomposed of concrete block wall with brick masonry. Interior finished included resilient sheet finish and carpet flooring.Interior partitions are wood stud construction with gypsum board finish. Ceiling finishes include gypsum board and T-barceiling. The gym addition was added in 1974 and is composed of concrete panel construction. Interior finishes include arubber sports floor has a painted wall finish.

First floor plan

Documents

RECAPP Facility Evaluation Report - Alberta · RECAPP Facility Evaluation Report The Academy At ... original 1914 portion of school consists of concrete strip footings supporting